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3865 Kipling Street
( @1 whill 0 'All work shall Comply with 2018 IBC, 2020 NEC and Wheat Ridge Municipal Codes' Christian Brothers Rev,,ed mnnn,ne amoP,na aa. Cry of Who, ndrE nhnnine ONlwn APPROVED By a can Selde MAW mmMmrs: Approved with the following eonditions AUTOMOTIVEa 3865 Kipling St Wheat Ridge CO 80033 The issuance of a building permit should not be construed to be approval of a business license. Monument sign must be placed outside of the iripmed sight distance triangle per section 26-603 R. ON SITE PLANS MUST BE ONSITE FOR INSPECTIONS ALL PROJECTS ARE SUBJECT TO FIELD INSPECTIONS v MINIFIED DER CODE COMPUL44W °aSoa`aa ma,nbnan,,,n Plan 0.enover m msyx pace nvn IN Wneaaq W+ e S %Ann 01 5© .. RmRarsa SIGN 01: Monument Sign SO SIGN 02: FxtMm Rear Channel Lepers 70.3 SIGN 03: Fxlnior Right Side Legal Ad - The sight distance triangle measured fromthe hImaz dl.IinI corner intersection along the curb and gutterdI PAI 1,Adaw JI _ flow line for a distance specified below: a.Streets, collector or arterial: Fifty-five (55) it feet. .! d.Driveways: Fifteen (15) feet. m m 20 Vr11 �, _..... SIGN Qrainalpan 05/11/20 seasinere 07/2W4 :1:1/ .- _.. __ .AAAA / T _v .�� _- .� V V ® V I X x 0 +r lightingSlid & - . 212 r — .-i 5© Christian Brothers Pi 65 Kinling It city 38Wh,,Mda third, OW33 .. RmRarsa SIGN 01: Monument Sign SO SIGN 02: FxtMm Rear Channel Lepers 70.3 SIGN 03: Fxlnior Right Side Legal 30 - The sight distance triangle measured fromthe Christian Brothers Pi 65 Kinling It city 38Wh,,Mda third, OW33 (AQnnIe WK - Sec. 26-603 B.I. Thi AdAw ..d II - The sight distance triangle measured fromthe hImaz dl.IinI corner intersection along the curb and gutterdI PAI 1,Adaw flow line for a distance specified below: a.Streets, collector or arterial: Fifty-five (55) it feet. .! d.Driveways: Fifteen (15) feet. m m 20 Vr11 �, SIGN Qrainalpan 05/11/20 seasinere 07/2W4 :1:1/ .- LIMP �.".Q A Ad 5111 irm Xw V V ® V I X x 0 lightingSlid & . 212 SPECIFICATIONS 1. ZR' DEEP MUMI MUM CABINET RUDE MINTED TO M MH PMB 349 C GREEN, GIO33Y FINISH. 2 ALL CABINET INTERIORS ARE MINTED LIGHT ENIVINCEM ENT WHITE. U IN EXTRUDED ALUMINUM RETAINER SECTIONS w.mrtD TO MATCH PMS 349 C GREEN, Gmssv FINISH. 4. FACES ARE FLAT TRANSLUCENT WHITE ACRYLIC WITH FIRST SURFACE VINYL OVERLAYS& WILL SLIDE OUT FOR SEI 5. WHAT CDIORS ARE PER COLOR SCHEDWE. 6, INTERNALLY) UUMINATED WITH WHITE IEDAS. 7. CABINET POWER CUTOFF ANTONIO BE MOUMED ON SIDE OF CABINET WITH WEATHERPROOF FLIRUPCWER & MIMEDTD MATCH CABINET. L SEE FIELD INSTALLATION NOTES. 9. ADDRESS NUMBERS ARE v." WHITE ACmUC MOUNTED TCP MSE WITH STUD MOUNTS. (BOTI SIDES) �V�C.Q � *NOTE: FROM GRADE TO TOP OF SIGN HEIGHT CAN'T BE MORE THAN 7' m• -O.• 14 I ' S•0" A.R.. AC A Ci Christian' Brothers Automotive T, S„ 6••i � � � o Yypeatq SQUARE FOOTAGE: A /y O, FT. PER FACIE f/ m HIT GEMINI vszn PLASTIC A� ENTER FORMS. e De o*R'BIG All BEAR HAVE WHITE PIECES W17H BLACK EDGE (NMI 2, LETTERS ARE NON I UUMERNATE D, NON-CORROOVE MOUNTING HARDWARE AND SUREURIA WITHSECONE. %. R AREARK AFTER FORM MAINE EMM - I MAN - MAN COMMARVE AMONG PIN F- 20- —1 ARMED EARN GLIONE- - aaenumll STEEL PIPE wM mBM1 X ZD WITH WT hr MREBRR 037"O.L. 01 172 4' DIA SUPPORT PIPE MAY (BRICK BASE TO MATCH BUILDING) MAN WITE fi^ OF CONCRETE DR CRUSHED PAINT PTA � ONDER ELDERS PLACED IN BOTTOM m w ESWPSICONCRETE (MIN.) pL" OF FOUNDADOM MASON ED MAIN POUR. Fooling IOSPBC(IDT TYPICALOF ONE HER re°uiretl Drior to - wM _ORE nw 01 172 MAY MAN WITE PAINT PTA � m w ILLUMINATED 22" CHANNEL LETTERS WITH BACK PANELS ON RACE -WAYS 11111 milli mill Is Is P41 .111 lips 4 dim 0 1 is Is SIGN ryITA 37'2' h h 7435QFT SPECIFICATIONS SIDE SECTION VIEW MOUNTING DETAIL COLOR NON�RROSIV0 SEE DETAIL EIRE.<Lu.Iox x.Row.,RE' -PANTNT GUTTY FINISH © sALUMINUM ExMINT INTERIOR WITH xxx<xOx NS PAINTFDI aixi -GREEN ANDD xaAOM Q A B i ALUMINUM BACK wssoso co xsiuxxs GREATINUP DEALT AYZ j� OR GRAY YINYL 9 THICK METAL FLUX BAR FOR PIKE WHEFE A SECURE 0 INSTALLATION LED DIODE MODULE WHITE mo _ w 6LRCN PRLAsx wx[THICK PLAUNDUuxoonnrs FACEPRIM, PLq IT LUM RACEWAY 5UPPORHAVARING NTOMIMES LL MAE Q' MOUNTED mi xSOUT ORE SWITCH WITH FLA UP COVER wEEPxOLESRIMOPERLErtER GROUNDED WALL M,.xxx FL ® UELSU ALUM BUT MRAI x.Ex6LOSS RUEx ILLUMINATED 46" CHANNEL LOGO WITH BACK PANEL ON WIRE -WAV F ND heal 100" /y 99" / w %bGe oma 48" 98" _ 34.0 SQFT u o IN USA LETTER RECUR NE PAW INTERIOR WED HOLE BLACK © 5PCORROSIVE INSTALLATION HARDWARE * Q y s WON IPLEAPONCAxmxAFE FACE © LED DIODE MODULE wxne(MIN. EUS USAGE) 0 FLATALUMINU B"« WELDED TO RETURNS NTED BLACK Q x WEE. HI 121 TWO PER LETTER n (ROUNDED WALL ASCII MANUEL WATERTIGHT SHOHAVE ALSO THROUGH ATTOP OF FITTEDLOW VOLTAGE ELECTRONIC TRANSFORMERUSTATED IN INTERIOR WALL ABU INSIDE A JE WATERPROOF FLEXIBLE CONADIFOR WIRING LISTED AN D m DIS NECTSWnex pAM. ®ICONT URGETALL NOAPCWENGII MET G aFlww -GREENvim nnNxawaLbrze GRPV FOLLOW eirz GET Wxi 6flA VIHYL wnw vMlre PROPAN WELL PL BLACK PART PLP La LLm miff 11 xl�aRmvL MINT SHMfM1 END ELEVATION NUMBER FORMS MENNEN MENNEN d wnaarR e%*V ow MANAGER II LUNCH/WORKROOM II 17'-0 1/2" f 2'-11" �r _____ II I II\ / I \ I —__y IL \/ SIGN H2 RNCE INM 199 TORET ROOM °0°="' IismEM OWxn sinm fi ry wnma, IilsC xis tt© il2'x si HED VINxs¢TRIPS m Ipvx 33 RIPS HIS0 RECEPTION/WAITING PORCH ------------ ------------ TECH. TOILET TECH. AREA SCALE: 3/16"=1'4" v 731" �� SCALE: 1/4"=V-0" RECEPTION/WAITING (2) lr x 73 W ETCHED VINYL STRIPS (2)12" x W ETCHED VINYL STRIPS 11115" x 3Y ETCHED VINYL LOGO (1)15"x32" ETCHED VINYL LOGO SPECIFICATIONS 1. M FFOIED GLASS VINYL OVERLAY. 2. OVERLAYAPPNEDTO GLASS 2ND SURFACE (BACK OF GLASS( COLOR SCHEDULL '14Jfl� ON ON 6LON JUS lw� IN, 000AT wmPill 12"ON CRiI NTIR / GLM KINK KIM RECEPTION/WAITING (2) lr x 73 W ETCHED VINYL STRIPS (2)12" x W ETCHED VINYL STRIPS 11115" x 3Y ETCHED VINYL LOGO (1)15"x32" ETCHED VINYL LOGO SPECIFICATIONS 1. M FFOIED GLASS VINYL OVERLAY. 2. OVERLAYAPPNEDTO GLASS 2ND SURFACE (BACK OF GLASS( COLOR SCHEDULL SERVICE (1)12"x20" ETCHED VINYL STRIP '14Jfl� 24� 000AT wmPill 12"ON CRiI NTIR / GLM SERVICE (1)12"x20" ETCHED VINYL STRIP SIGN NI`"4hl j v g.� SL MTAOtAm 123mthsmL°��f�o aof��vo.�1 DD =hL Mmos afl a pi INTERIOR FLAT CUT OUT LETTER SET ELEVATION SCALE: %"=1'-W (HONE SET REQUIRED SCOPE OF WORK I. FABRICATE, SHIP IS INSTALL (I) ONE SET FLAT CUT OUT LETTERS. SPECIFICATIONS 1. LETTERS: W MICK SIMM PAINTED FIRST SURFACE WHITE GLOSSY FINISH. i. COPYSTYLE: CLARENDON 3. LETTERS MOUNTED FLUSH TO WALL WITH VHB TAPE AND SIUCONE. SERVICE SCALE: EXAMPLE \ / \ / v^ 9® 9Lv Alm6mma m. Wi P�iIJ1, ham DEEPER ENTER OR ON ma WML OPEN 000 / \ n] SERVICE SCALE: EXAMPLE c_® ham c_® SIGN vpµnearP m zo° e'wre DMS rT7— u x" 71 L s x^ L x' Christian Brothers r A U T O M O T I V E 24W 1W Nice difference. LlX^ MON - FRI K' 7AM - 6PM X' SATURDAYS ?�• 8AM - 2PM WINDOW VINYL GRAPHIC ELEVATION (1( ONE REQUIRED SCALE: 1'/,"-1'0" SPECIFICATIONS 1. #07 ETCHED GLASS VINYL OVERLAY Windows signs - E. OVERLAY APPLIED TO GLASS ZHD SURFACE maxi urnsize is 25% (INSIDE OFFICE) of window/door COLOR SCHEDULE _ METCNEDGLAssxxYL SCALE: %"=1'-T Blue Mesa Environmental AIR MONITORING REPORT Prepared For Christian Brothers Automotive Corporation 17725 Katy Freeway, Suite 200 Houston, Texas 77094 Project Location 3865 Kipling Street Wheat Ridge, Colorado July 6, 2021 Blue Mesa Environmental 9956 W. Remington PL A10, Suite 230 Littleton, Colorado 80128 303.981.3458 Fax: 866.585.2474 Air Sampling Report Christian Brothers Automotive Corporation AIR MONITORING SUMMARY Blue Mesa Environmental provided air monitoring services for Christian Brothers Automotive Corporation at 3865 Kipling Street in Wheat Ridge, Colorado on July 6, 2021. Blue Mesa Environmental services followed the contracted scope of work and performing air monitoring as per the scope of work. Air Monitorin¢ Phase Contrast Microscopy (PCM) samples were collected on 25 millimeter (mm) mixed -cellulose ester membrane filters (0.8 micron pore size). The filters were preassembled by the manufacturer in conductive, three -stage cassettes with extension cowls. Air samples were collected at flow rate 15.0 liters per minute (LPM) for area samples. Flow rates were recorded at the beginning and at the end of the sampling period using a rotameter calibrated against a Bios Defender 510 (Dry Cal) primary flow calibrator. All air samples were collected open-faced and positioned at breathing zone height (approximately five feet above the floor) with the exposed portion of the cassette facing downward. PCM Analysis Methodolo¢y PCM samples were analyzed according to the NIOSH 7400 Method ("A" counting rules) for area samples. The method can be found in the NIOSH Manual of Analytical Methods. The 10 fibers per 100 fields lower detection limit is retained from P&CAM 239. The overall precision is 11.5% to 13% in the 80 to 100 fiber range using the A Counting Rules. Unused portions of samples are archived three months unless client requests special handling. Air Samuline Results Results of final clearance air samples during the period of July 6, 2021, were below the EPA monitoring guideline of less than 0.01 f/cc (fibers per cubic centimeter) for PCM clearance. All clearance air samples were collected using aggressive techniques as described in 40 CFR Part 763 Appendix A (EPA) (1987) as per Colorado Air Quality Control Commission Regulation Number 8. CONCLUSIONS Based on our air monitoring results, data indicated that concentrations of airborne fibers were less than the concentration recommended by the Environmental Protection Agency for re -occupancy following asbestos abatement. Brandon Ramer Blue Mesa Environmental Nkt._AAERObiok) 'ly LAboRATORY ASYX.1ATr%, INK ORKMWm \__k Expertisetiinc<r 1997 Lao use: f X14 �1 Page I of W ELITE NYLA.� .w A1. CA co. VA nNJ.V FL GA liL CA C . W. R. cu wGk Aerobiology Client Blue Mesa Environmental Field Contact Brandon Ramer Do EBv Date: Relinquished By/Dago /✓ '2-1 Address 9956 W. Remington PI, A-10 Ste 230 5sReceW,ecBy/Date17'Reporting �. Billing Address Littleton, CO 80128 Sampler T B Andersen ampleAireother_ AeroTrapo u ura Phone/Fax (303) 981-3458 PD#/Job#' Report Email .att.net ramerblUemesa °� Project Name: �, • I � L.IG� Iti, t c-(Nir Routine 24 Hour Same Day 4 H ur r Notes: SAMPLING LOCATION ZIP CODE JCC into: Sample No. Test Code Sample Location Total Volume/Area /5w/l F'/4-6 Z/s 3 —oz 30oy /Sc✓ 5 4 -L 3 s'— 03 .;(: CC'V 1,56a4 S P164 3 SGS- oy 3001 /5 l✓A 5 I?i&L i 38(a5"- DS 131 /SwA SPI&L /Z30 3S6S- v� 36aK X365 - G � 6o i3c:/aNK .� I S l i LAB USE ONLY A: i. — , V: A�r /` _I ✓ /F (� Mrure - Leg tonsils 1017 Culture-SWLegionella 1010 WATER -Potabletable-E. coli/total coliforms 7017—SWAB - E. coli/total coliforms 1028 SWAB - Sewage Screen E. coli/Entero/feral coliforms 2056 WATER - Hat erotro hio Plate Count 3001 o1 count 3002 ASBESTOS - PLM Analysis 3003ASBEST22- Particle characterization 3004 ASBESTOS - PCM Analysis Q/1 fix, AZ Cherry Hill, NJ Los Angeles, CA Ft. Lauderdale, FL : " /('✓'Z' 41-3700 (856)486-1177 (714)895-8401 (954)451-3725 F T Fn n AIR SAMPLING REPORT Blue Mesa Environmental 9956 W. Remington Pl., A10, Suite 230 Littleton, Colorado 80128 Phone 303.981.3458 Client: Christian Brothers Automotive Project ID: 3865 Kipling Street Identification: Asbestos, Air Filter Analysis Test Method: Phase Contrast Microscopy (PCM) NIOSH Method 7400 Sample Sample Sample Description/Location Fiber Concentration Number Date Vcc 3865-01 7/6/21 ISWA Spill (Clearance) 0.000 3865-02 7/6/21 ISWA Spill (Clearance) 0.001 3865-03 7/6/21 ISWA Spill (Clearance) 0.001 3865-04 7/6/21 ISWA Spill (Clearance) 0.001 3865-05 7/6/21 ISWA Spill (Clearance) 0.000 3865-06 7/6/21 Blank ----- 3865-07 7/6/21 Blank ----- Results indicate the concentration of all fibers. The PCM method cannot positively identify asbestos fibers. Results may not be re roduoed except in full. This re on relates only to the santles tested 38&o r Ki PTI (�- A�IZ SAMPC-« `C,C477 y 'Ir(, prl?- 9956 W. Remington PI, A10 Suite 230 Littleton, Colorado 80128 Tel. 303.981.3458 Fax. 866.585.2474 Blue Mesa Environmental EARTH SCIENCE LLC 5319 University Drive, Suite 20 Irvine, California 92612 (949) 441-0433 August 19, 2020 Christian Brothers Automotive Corporation 17725 Katy Freeway, Suite 200 Houston, Texas 77094 RE: Summary of the Investigation of Suspect Asbestos -Containing Materials (ACMs) Proposed Christian Brothers Automotive 3865 Kipling Street Wheat Ridge, Colorado 80033 Project Number: 19-1522 Earth Science LLC (Earth Science) has prepared this summary of the investigation activities conducted at the above-mentioned address (Site) on August 18-19, 2021 by Blue Mesa Environmental (Asbestos Inspector) and Backhoe Services Bennett, Inc. (Earthwork Contractor) for Christian Brothers Automotive Corporation (CBAC). SUMMARY OF THE COMPLETED INVESTIGATION The purpose of the investigation was to identify Suspect ACMs within an existing debris stockpile and nearby subsurface soils. The existing debris stockpile and the nearby subsurface soils were carefully excavated and sifted through to sort the contents and to identify and Suspect ACMs. During the investigation, brick, metal, and other debris was separated from the clean soil and into separate stockpiles. According to the Asbestos Inspector, the extent of the debris has been adequately delineated. No Suspect ACMs were discovered within the existing debris stockpile. A few small pieces of Suspect ACM were found in the nearby subsurface soils. The Suspect ACMs found in the nearby subsurface soils were presumed to be ACM. This small volume of Presumed ACM (PACM) was bagged (using an appropriate container) by the Asbestos Inspector and removed from the Site for submission to an abatement contractor for proper disposal. The PACM found at the Site is considered to be "de minimis" amount. Attached is Photographic Documentation of the aforementioned investigation activities. Project No. 19-1522 1 Suspected/Presumed Asbestos -Containing Material (ACM) _14W k.e 1b; Separated Steel Stockpile (Non -ACM) PHOTOGRAPHIC DOCUMENTATION EARTH SCIENCE LLC PROJECT No. 19-1622 0 o I a SV �f ,t=,yl♦tie I 1 � — F S - A � •• f il r� `�', a i >✓ry Nearby Subsurface Soils with Brick Debris (Non -ACM) a I a — F >✓ry 'C' F r •• Existing Debris Stockpile and Nearby Subsurface Soils After Removal PHOTOGRAPHIC DOCUMENTATION EARTH SCIENCE LLC PROJECT No. 19-1522 0 N, ry Separated Soil Stockpile after Sifting and Removing the Debris Separated Soil Stockpile after Sifting and Removing the Debris PHOTOGRAPHIC DOCUMENTATION EARTH SCIENCE LLC PROJECT No. 19-1522 From: no-reolv(alci.wheatridae.co. us To: CommDev Perm is Subject: Online Form Submittal: New Commercial Construction Date: Tuesday, November 10, 2020 9:15:38 AM New Commercial Construction Items Needed to Submit THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Do you have the Signed Proof of Submission Form to Water District, Signed Proof following ready to of Submission Form to Sanitation District, Signed Proof of attach to this Submission Form to Fire District application? These forms are required to submit for plan review. Upload Proof of CM Water District Proof Of Submission.odf Submission to Water District Upload Proof of Westridae Sanitation District Proof Of Submission.odf Submission to Sanitation District Upload Proof of Fire District Proof Of Submission 11-3-20.Ddf Submission to Fire District Step 2 PROPERTY INFORMATION Property Address 3865 Kipling Street Property Owner Name Christian Brothers Automotive Property Owner Phone 936-439-3303 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email chance. hinojosa@cbac.com Address APPLICANT INFORMATION Applicant Name Chance Hinojosa What is your role in the Property Owner project? Contact Name for Plan Dana King Review Comments Contact Phone Number 979-255-6927 (enter WITH dashes, eg 303-123-4567) Contact Email Address dlk-architect@outlook.com for Plan Review Comments Plan Review Contact dlk-architect@outlook.com Email DESCRIPTION OF WORK Detailed Scope of new commercial building for light automotive repair shop Work - Example: New Christian Brothers Automotive Commercial Building for Roger's Grocery Market Square Footage of 5354 New Construction Upload Soils Report Geotech Reoort.Ddf Engineering Letters Building Permit ADDIIcat Ion 10032018 SIGNFD Ddf and Other Letter Size Attachments Structural Calcs Structural Calcs.Ddf Construction Plans CBA Wheat Ridge CO Permit PDFs 10-29-20 Ddf scanned on 11 "x17" or larger Project Value (contract value or cost of ALL materials and labor) 900000 Valuation OK PLAN REVIEW FEE IS REQUIRED AT TIME OF SUBMITTAL Attach City of Wheat Electronic Payment Form Ddf City of COMMER CIA LIMUL TI- FA MIL Y �7�ThDEeatVELOPMENT dge BUILDING PERMIT APPLICATION REVIEW COMMUNITY Date: 11/16/2020 Location: 3865 Kipling Street ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a New Commercial Building located at the above referenced address. Please note the comments checked below. 1. ✓ Site Survey: ✓ OK Not OK; refer to stipulations. 2. ✓ Drainage: a. Final Drainage Report and Plan required ✓ Yes No b. Drainage Letter and Plan required ✓ Yes No C. Site drainage/grading have been reviewed and are: ✓ OK Not OK; see stipulations 3. ✓ CDPS Permit & SWNIP Approved: ✓ Yes No _ N/A 4. ✓ Public Improvements to be comnleted: a. street paving/patching: ✓ Yes No b. curb & gutter/drivecut ✓ Yes No C. sidewalk: ✓ Yes No d. standard street lights: ✓ Yes _ No e. pedestrian lights: ✓ Yes _ No f. storm sewer: ✓ Yes No g. Letter of Credit (LOC) required: ✓ Yes No h. Funds in lieu of construction: TT Yes ✓ No If an LOC or funds in lieu of are required, has it been received? V/Yes No 5. ✓ SIA/PIA required and received 6. ✓ Traffic impact analysis required & approved: ✓ Yes No ✓ Yes No 7. ✓ If yes, was it approved by the Director of Public Works? ✓ Yes No 8. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: ✓ Yes No If not, what is required: N/A If R.O.W. is required, has the deed been received? ✓ Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. David Brossman, Development °e91miiysigne°ev David Bross man , Development ���������� Review Engineer Date 2020 n. is 15.05.05 0700' Signature Date 10._✓ Stipulations: A Foundation Setback and Elevation Certification accompanied by an Imp. Survey or CCP w/ spot elevations shall be required prior to going vertical. 11. ✓ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage/Grading Certification Letter with by As -Built plans or updated CCP shall be required prior to the issuance of the Certificate of Occupancy. Rev 04/2020 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 ENGINEERING DEVELOPMENT REVIEW FEES Date: 11/16/2020 Location of Construction: 3865 Kipling Street Purpose of Construction: New Commercial Building Single Family El Commercial 571 I Multi -Family _a Sitework El Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multii-Family Review Fees: (Fees include reviews of the l't and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee :.................................................... $600.00 • Trip Generation Study Review Fee :................................................... $200.00 • Stormwater Management Plan (SWMP) Review Fee :....................... $200.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 • Construction Control Plan.................................................................. $100.00 $ 100.00 $ 600.00 $ 200.00 $ 200.00 'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/stormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal ('h initial review fee): .................................................... $300.00 $ 300.00 4' submittal (full initial review fee): ................................................. $600.00 $ 600.00 All subsequent submittals:................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $2,000.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 04/20 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE: 11/16/2020 ADDRESS: 3865 Kipling Street Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at dbrossman@ci.wheatridge.co.us Sincerely, David Brossman, Development Digitally signed by David Brossman, Development Review Engineer Review Engineer Date: 2020.11.16 14:58:26 -07'00' Signature CC: File w .ci.wheatridgexo.us Rev 0420 Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Permit Chance Hinojosa Email not displaying correctly? View it in your browser. Engineering finds this Permit approvable for issuance. A Grading Certification with ILC shall be required prior to issuance of the C.O. Dave Brossman, Development Review Engineer, 11/16/2020 ( its of W haat is Ige CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 11/3/20 Project Address: Christian Brothers Automotive, 3865 Kipling Street, Wheat Ridge, CO 80033 Name of Firm/Individual submitting documents: Galloway & Company, Inc. Project Type/Description: New commercial site and building for a light automotive repair shop. Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, K� V" am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District Q.� Westridge Sanitation District o Other Agency Notes: `�c.�� �� V 'C. V) C PV6\"'tt d 2, \,. �_ z �A t'\ -A -e u- u`c. Vl�yw Signature: �X' - V�> Date: LA ` -Lb (Agency Representative) City of { Wh6at 1 + OMMUNi y DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: .,� 71,P_A,,L &/k,01Q/1 J4 1 ---IT /J(Z- FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: 2t�i4� AJ'0e<11 Contact Phone #:.�" Wheat Ridge Contractor License #: �2 16 6 V (required field) State License #: © 1 d � t Lf Master License #: C) (0 C) p 11b ANJ) �5.5 ""' Date City of WheatPudge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor 'Ihisf mus be compleredffi sued by vhe PLIIMRING SURCONTRACrOR pudooning pimnbin6 work on site. Subcontractors ivsvmuce and liceuemut be W m dare primm pemdt issunce Project Address: aaais �/y/z/ ..ST r e crd Contractor: TDE4L (.Ramp YTc, Company Name: BK /"cu[srf3iN6 ConWc[Phooe p:Z,Z6'Z e-/ 4¢ Wheat Ridge Cavtrsrtor Lkeam N: 9601?? (required field) 6toto License H: YC¢O¢!2S Muter I.icwr e #: M /' W /8592! P�rrinte�d Name of /A�nthyor/¢ed Agent Signature fAothorized Agent no City of Wh6atPs,�dge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM MechanicnE SuMoRnjractw- This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3 *0 i;,5— ��•: l��(� y S-�. 4'O6) .3..4 General Contractor:�.- IFOR1W `M LL 1400 BE A;7;CiE'j11117 TD W7 iMR,E)MI NG 1JN F(D A' 7ffC)FT Company Name: ®''due k ,'/ -(, Contact Phone#:�®•�'���'-3 �`�d Wheat Ridge Contractor License #: Qy2 (O 1 (required Held) /-'?> Ye % //-c ' ea d v Printed Name of Authoriz d Agent Signature of Authorized Agent Date CITY OF WHEAT RIDGE Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 (303)235-2855 Contractor's License # - 210071 THE IDEAL COMAPNY INC BRUCE MEADOR 8313 N K I MM E L RD CLAYTON OH 45315 Type of License ----------------------------- - - - - - - Class 1 - Unlimited Construct. Person(s) able to pull permits: y Wombold Kevin Jamison Dave Brito Metzger Ted Layman Chie'f�Building Official 03/29/2021 Bus Phone: (937) 771-2899 Fax. Expires On 03/31/2021 Bruce Meador Phil Brito Amount 150.00 Rand Lon 11/3/2020 Mail - Dana King - outlook Permit application accepted - West Metro Fire Protection District NoReply@mobile-eyes.com <NoReply@mobile-eyes.com> Tue 11/3/2020 12:39 PM To: dlk-architect@outlook.com <dlk-architect@outlook.com> Your permit request for Christian Brothers Automotive (NB) at 3865 Kipling Street Wheat Ridge, CO 80033 has been accepted. The Job Number is: 201103002 Description: New site and commercial building for a light automotive repair shop. Thank you for submitting to West Metro Fire. Our typical review turnaround is approximately 1 - 2 weeks. You can now view where your plan review is at in the queue! Please click the link below: ht-tp-//www.westmL-trofire.org/I 01 3/Plan-Review-Status BE ADVISED WE NO LONGER ALLOW WORK TO BE DONE PRIOR TO A PERMIT BEING ISSUED AND PLACED ON SITE. If additional information is required, you'll receive a notice from the reviewer assigned, or a no - reply notice from Mobile Eyes. Please be sure to check your junk folder if you feel you are not receiving the Mobile Eyes notices and select "Not Junk". If you check the status of your review through your Mobile Eyes Contractor Portal you may see a note that says "zoning checks not passed". This is not checked until a permit has been issued and fees have been confirmed paid. This is an internal way for us to keep inspections from being requested until the above has been completed. https://outlook.live.com/mail/Ofinbox/id/AQQkADAwATMwMAItZGNjADQWW15YSOwMAItMDAKABAAxT69zfKDRXWx%2BmAmOQhG4w%3D%3D 1/1 City of Wheat Pidge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 11/3/20 Project Address: Christian Brothers Automotive, 3865 Kipling Street, Wheat Ridge, CO 80033 Name of Firm/Individual submitting documents: Galloway & Company, Inc. Project Type/Description: New commercial site and building for a light automotive repair shop. Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY !,mpdj La, am a duty authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Aaency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District x Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: Signature: rU ncy Representative) Date: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other LIST OF DRAWINGS ABBREVIATIONS CITY OF WHEAT RIDGE ALL BIDDING/CONSTRUCTION SH T # SHEET NAME REVIEW 9/18/20 PERMIT REV. 1 REV. 2 REV. 3 10/28/20 12/11/20 DATE DATE TIONS CONTACT THE ENGINEERING DIVISION ER. A-0 Cover Sheet O O H.B. HOSE BIBS APPROVED FOR: A-1 Site Details O O O I CONArchitects F FAHRENHEIT H. C. HANDICAPPED SAN. SANITARY PfDRAINAGE Jiff SIDEWALK vOT CONTACT THE ARCHITECT A -2A Floor Plan O O ; m � o r• P o r- a t e d DIAMETER HDR. HEADER S. C. SOLID CORE CURB & GUTTER JdSTREET _NGINEERS A -2B Enlarged Plans O O & @ AND AT HEW. HARDWARE SCHED. SECT. SCHEDULE SECTION fdMISCELLANEOUS ❑PLAT A-2.1 Finish Floor Plan and Schedules O O 703 San Ysidro Trail Mansfield, Texas 76063 # POUND OR NUMBER H T. H M HEIGHT HOLLOW METAL S. F. STORE FRONT COMMENT Civil Engineering Plan sheets ONLY �HITECT A-2.2 Equipment Plan O O Phn: 817.946.7503 icon-arch@outlook.com CENTER LINE ACCESSIBLE HORIZ. HP. HORIZONTAL HIGH POINT SHT. SHTG. SIM. SHEET SHEATHING SIMILAR unristi, + Architects, Inc. A-3 A-4 Roof Plan Reflected CeilingPlan Exterior Elevations O O O O O O ACCES. HTG. HEATING an 11/16/2020 San Ysidro Trail A-4.1 Exterior Material Colors A/C AIR CONDITIONING SPEC. SPECIFICATION CIVIL ENGINEER DATE O O A.F.F. ALUM. ABOVE FINISH FLOOR ALUMINUM HDWD. HVAC HARDWOOD HEATING, VENTILATION, SQ. S.S. SQUARE STAINLESS STEEL SUBJECT TO FIELD Automo. sfield, TX 76063 INSPECTIONS 817-946-7503 A-5 A-5.1 Enlar ed Elevations Enlarged Elevations O O O O APPROX. APPROXIMATE 8c AIR CONDITIONING ST. STREET V k-/r-ruject Coordinator: Dana King A-6 Wall Sections O O O ARCH. ARCHITECTURAL HW. HWH. HOT WATER HOT WATER HEATER STD. STANDARD - - Cell: 9792556927 A-6.1 Wall Sections O O O _ STL. STEEL BD. BOARD STOR. STORAGE MEP ENGINEER A-7 BuildingSections O O O BLDG. BUILDING 1.D I.D. INSIDE DIAMETER STRUCT. STRUCTURAL 0MERDEVELOPERA-7.1 �r � A 7.1 Building Sections O O O BLK. BLOCK INSUL. INCH INSULATION SUSP SUSPENDED ase n CEngineering g g 796 Merus Court A-7.2 Building Sections O O O BLKG. BLOCKING INT. INTERIOR SYM SYMMETRICAL Christian Brothers Automotive Corporation A-8 MIIIWOrk Details O O ,S� p BM. BEAM SYS. SYSTEM 17725 Katy Freeway, Suite 200 St. Louis, MO 63026 A-8.1 Millwork Details O O F�4 + ®cc > ccBOT. BOTTOM SW. SWITCH Houston, TX 77094 Ph: 636-349-1600 Fax: 636-349-1730 BTWN. BETWEEN JAN. JANITOR SWGR. SWITCH GEAR Ph: 936-439-3303 Fax: 281-870-1200 Contact: Mark Ippoliti, P.E., LEED AP A-9 PP Head, Jamb and Sill Details O O C''J O BTU BRITISH THERMAL UNIT J. B. J.B. JUNCTION BOX JOIST Contact: Chance Hinojosa Email: mippoliti@caseengineeringinc.com A-10 Interior Elevations O O B.U.R. BUILT UP ROOF JT. JOINT T. B. TELEPHONE Email: chance.hinojosa@cbac.com S-1 General Notes O O O TEL. TELEPHONE STRUCTURAL ENGINEER S-2 General Notes O O CAB. CABINET KV KILOVOLT TBCG TONGUE AND GROOVE S-3 Schedules O O _ � bt CATV CABLE TELEVISION KVA KILO VOLT-AMPERE THK. THICK Case Engineering S-4 Typical Details O O '6 C. B. CEM. CIRCUIT BREAKER CEMENT KW KILOWATT T.O.B. T.O.C. TOP OF BEAM TOP OF CURB 796 Merus Court S-5 Wood ShearWaIIS BC T Details O O . F..4 P+ St. Louis, MO 63026 CER. CERAMIC LAM. LAMINATED T.O.P. TOP OF PAVING Signage Graphics Ph: 636-349-1600 Fax: 636-349-1730 S-6 Foundation Plan BC Sections O O O ®� - -1.-) C. 1. CAST IRON LAV. LAVATORY T.O.R. TOP OF ROOF Contact: Cynthia Murphy Contact: Kyle Linenfelser, P.E. S-7 Foundation Details O O O +' ct � � C. J. CONTROL JOINT LBS. POUNDS T.O.W. TOP OF WALL Email: cynthia.murphy@cbac.com Email: klinenfelser@caseengineeringinc.com S-8 Roof Framing Plan Bc Details O O O � CLG. CEILING L. F. LINEAR FEET TYP. TYPICAL 9D CLOSET LG. LONG TV TELEVISION S-9 FramingDetails O O rCLO. ®� CLR. CLEAR LTG. LIGHTING S-10 Framing & Elevation at Entrance O O C.M.U. CONCRETE MASONRY UNIT LV. LOW VOLTAGE U.N.O. UNLESS NOTED OTHERWISE LOCATION MAP M1.01 Mechanical Schedules O O O P-4 C. 0. CLEAR OPENING UR. URINAL M2.01 Mechanical Floor Plan O O O C/0 CLEAN OUT MAX. MAXIMUM UL UNDERWRITER'S.� LL = '" M2.02 Natural Gas Floor Plan O O COL. COLUMN M.B. MACHINE BOLT LABORATORY z �a� �r v 45 /� ' ''Beat� �iW M3.01 Mechanical Details O O CONC. CONCRETE MDP MAIN DISTRIBUTION PANEL V.W.C. VINYL WALL COVERING �, W 44th Ave ss st th��[etn L�ttiunr►ttt►�- CONN. CONNECTION MECH. MECHANICAL VERT. VERTICAL _,' R APPROVED M4.01 Mechanical Specifications O O CONSTR. CONSTRUCTION MED. MEDIUM V.T.R. VENT THROUGH ROOF v c x - xN E0.01 Le ends & Schedules O O CONT. CONTINUOUS MTL. METAL V. P. VENT PIPE a V►'43rdAve� = _-'`;n a E1.01 Electrical Site Lighting Plan O O �n C. Y. CUBIC YARD MFR. MANUFACTURER V.C.T. VINYL COMPOSITION TILE Mike Theisen 03/20/2021 E1.02 Electrical Lighting Plan and Dims O O C. W. COLD WATER M. H. MGR MANHOLE MANAGER W/ WI TH i� Plans Exama,e: I[s E1.03 Electrical Power Plan o O � C.)��; DBL. DOUBLE . MFG. MANUFACTURING W. C. WATER CLOSET m. �+eno�� el e,r�ar a�no+•++�!'� wr i[ahiw �bQ E1.04 Mechanical Power Plan O O O � o.� o DEPT. DEPARTMENT MIN. MINIMUM WD. WOOD � n�`���"`'`'�"°�"`"�'""`�'�''`'�'�"�"��`��` ""�' .I!'!±�!'�'9ya,gMr��tt'vi!�ie� �Aaiolr �•.•e..T.�,� E 2.01 Electrical Interior Elevations O O pq p DET. DETAIL MISC. MISCELLANEOUS W. H. WATER HEATER W 41st pi wa1�tAw . E3.01 Electrical BldgSections O O E' D. F. DRINKING FOUNTAIN M.O. MASONRY OPENING W/0 WITHOUT W41stAve u Reviewed for Zoning Compliance by the E5. 01 Electrical Details O O DIA. DIAMETER MTD. MOUNTED W. P. WEATHERPROOF .n � c - c ���, ., City of Wheat Ridge Planning Division E6.01 Elec. Diagrams BC Schedules O O DIM. DIMENSION MUL. MULLION W. R. WATER RESISTANT �, �, i SITE Lo x DN. DOWN W.W.F. WELD WIRE FABRIC W 34rha�r 0 2 << APPROVED E7.01 Electrical Specifications O O -� DP. DISTRIBUTION PANEL N.I.C. NOT IN CONTRACT WT. WEIGHT ' i W 38:h PI w3g�hpl' a ;,� E7.02 Electrical Specifications O O -" DR. DOOR NO. NUMBER W. S. WATER STOP`� .. _ BY: P1.01 Plumbin Schedules o O DS. DOWN SPOUT NOM. NOMINAL W38thAve �+ = r, o _ DATE: W38thAv, March 23, 2021 P2.O1 Plumbin Site Plan O O DWG. DRAWING N.T.S. NOT TO SCALE XFMR TRANSFORMER BROOKSIDE N ;� � c � COMMENTS: Approved with conditions P 3.01 Plumbing Floor Plan O O �� COLQ EA. EACH O. A. OVER ALL w 37th Ave W 36tt, Ave 0 P3.02 Compressed Air Plan O O �� 9'9� E.I.F. S. EXTERIOR INSULATION AND O.C. ON CENTER J$' �, a ,� " Approved per Case Nos. P4.01 Plumbin Riser Dia rams O O c FINISHING SYSTEM 0. D. OUTSIDE DIAMETER W35thPlc �, WSP-20-02, CUP -20-01, LLA -20-06 P5.01 PlumbingDetails O O BRUCTHSCHE' E. J. EXPANSION JOINT OFF. OFFICE 35th Ave W35thAve 9, W 35t P6.01 PlumbingSpecification O O r 3063 ELEC. ELECTRICAL OPNG. OPENING P6.02 Plumbing Specification O O ELEV. ELEVATION OPP. OPPOSITE s EN. ENCLOSURE OPS. OPERATIONS MATERIAL SYMBOLS: PLAN LEGEND CODE SYNOPSIS EM. EMERGENCY OVHD. OVERHEAD DOOR 1GENERALNOTES 72/77/20 EP. EQ. ELECTRICAL PANEL EQUAL PCF POUNDS PER CUBIC FOOT EXISTING TO E E. I.F. S. CODE: INTERNATIONAL BUILDING CODE 2018 1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, INVESTIGATE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS Date EQUIP. EQUIPMENT P.C.P. PRE CAST CONCRETE PANEL FACE BRICK BE REMOVED IN SECTION (PRIOR TO BIDDING THE PROJECT. ADDITIONAL COSTS WILL NOT BE AWARDED FOR EXISTING CONDITIONS WHICH ARE E. W. EACH WAY P. L. PROPERTY LINE NEW PARTITION INTERNATIONAL PLUMBING CODE 2018 VISIBLE AND/OR CAN BE REASONABLY ANTICIPATED.) ReVISIOnS EWC. ELECTRIC WATER COOLER PLT. PLATECONCRETE Fmmm MASONRY UNIT BATT INSULATION EXISTING WALL INTERNATIONAL GAS CODE 2018 2. THE G.C. IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, SITE GRADES, ETC. PRIOR TO ARCHITECT ON ANY DISCREPANCIES THAT COULD AFFECT THE DESIGN AND COMPLETION CONSTRUCTION. NOTIFY THE OF THE PROJECT. BUILDING EXIST. EXISTING PLAM. PLASTIC LAMINATE TO REMAIN NATIONAL ELECTRIC CODE 2020 LAYOUT TO BE VERIFIED BY A LICENSED SURVEYOR. 9/18/20 -Issued for CBA EXT. EXTERIOR PLMB. PLUMBING STEEL IN PLAN NOTE INTERNATIONAL MECHANICAL CODE 2018 3. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CITY AND STATE CODES AND STANDARDS. Plan Review F. D. FLOOR DRAIN PLYWD. PNL. PLYWOOD PANEL 3/4" PLYWOOD SECTION X WINDOWS TYPE INTERNATIONAL FIRE PREVENTION 4. CODE 2018 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL UTILITY COMPANIES AND PERFORMING ALL 10/28/20 - Issued for Permit F. E. FIRE EXTINGUISHER P. P. POWER POLE , , STONE SHEET METAL INTERNATIONAL ENERGY CONSERVATION 5. WORK REQ. BY THEM. THE CONTRACTOR IS RESPONSIBLE FOR INSURING PROPER COMPACTION OF UTILITY COMPANY TRENCHES. Submittal F. F. FINISH FLOOR PSF POUNDS PER SQUARE FOOT ,� ,� i i � IN ELEVATION X DOOR TYPE HARDWARE SET CODE 2018 6. THE CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS, TAP FEES, AND CERTIFICATES OF OCCUPANCY, 12/11/20 - Revision 1 - Per F. H. FIRE HYDRANT PSI POUNDS PER SQUARE INCH UNLESS INSTRUCTED OTHERWISE. City Plan Review Comments FIN. FINISH PTN. PARTITION •=:';_ ••. '•: •: ..': - :•• �. .;. CONCRETE CERAMIC TILE INTERIOR LARGE SCALE XXXX ELEVATION OCCUPANCY: GROUP S-1 AUTOMOTIVE REPAIR 7. SITE WORK IS TO BE PERFORMED IN THIS CONTRACT. G.C. IS RESPONSIBLE FOR COORDINATING ALL WORK INDICATED FIXT. FIXTURE PVC POLYVINYL CHLORIDE _ SMALL SCALE ON CIVIL AND ARCHITECTURAL DWGS. G.C. SHOULD NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO START OF FLR. FLOOR PWR. POWER QUARRY TILE X EXTERIOR OCCUPANCY 4,279 SQ.FT. STORAGE: WORK. F. L. FLOW LINE EARTH FILL =17MV11=1 rrrmnTrm LARGE SCALE X ELEVATION CALCULATIONS: 1 OCC. PER 300 SQ.FT. = 14 OCC. 8. ALL EXCAVATION, TRENCHING, ETC. REQUIRED IN SUBGRADE TO BE PART OF CONTRACT. FLUOR. FLUORESCENT Q. T. QUARRY TILE MMMEMMMM=MM=SMALL SCALE 1,075 SQ.FT. BUSINESS:1 OCC. PER 100 SQ.FT. - 10 OCC. 9. PROVIDE ADEQUATE BLOCKING AS REQUIRED IN WALLS AND ROOF STRUCTURE TO SUPPORT ELECTRIC WATER COOLER, F.O.F. FACE OF FINISH w..... LIGHT WEIGHT D WALL TOTAL = 24 OCCUPANTS LAVATORIES, TOILET FIXTURES AND ACCESSORIES, ELECTRIC PANELS, ACCESS ROOF LADDER, HANDRAILS, ETC. F.O.M. FACE OF MASONRY R. RADIUS :. •. ; .... "•�•>' """;-" CONCRETE OR CARPET XXXX SECTION 10. JUNCTION BOXES, WHICH SUPPLY POWER TO LIGHTING IN CEILING, SHOULD NOT BE LESS THAN 1'-0" ABOVE FINISH F.O.S. FACE OF STUD R. D. ROOF DRAIN GROUT TYPE OF CONSTRUCTION: TYPE V -B CEILING HEIGHT. Project No. 20-13 FPM FEET PER MINUTE • ":••: PLASTER OR STUCCO '.91110116, BUILDING RDWD. REDWOOD CONTINUOUS �S�1SiJ`SSS ON METAL LATH xxxx SECTION OCCUPIED BUILDING AREA: 5,354 SQ.FT. 11. ALL DUCT WORK IS TO BE HELD AS TIGHT AS POSSIBLE TO BOTTOM OF ROOF STRUCTURE. EXPOSED DUCT WORK IS TO ® F.R.P. FIRE RATED PARTITION REC. RECEPTION WOOD BLOCKING BUILDING FOUNDATION AREA: 6,037 SQ.FT. BE RUN PERPENDICULAR TO STRUCTURE. F. S. FLOOR SINK REF. REFERENCE ,,. , .�•.:-:•; .: GYPSUM BOARD x DETAIL (INCLUDES DUMPSTER) 12. DO NOT SUSPEND ANY ITEMS FROM HORIZONTAL BRIDGING, X -BRACING, PIPING AND CONDUITS, OR ANY WORK BY Drawn By: FT. FOOT/FEET REFR REFRIGERATOR WOOD BLOCKING ALL TYPES X SECTION OTHER TRADES. FTG. FOOTING REINF. REINFORCED SPRINKLED: NO 13, CONTRACTOR IS TO REFER TO MEP DRAWINGS AND PROJECT MANUAL FOR ANY HINGED ACCESS PANELS NOT INDICATED Date: 10/28/20 FUR. FURRING REQ. REQUIRED METAL STUD PARTITION *2018 IBC SECTION903.2.9.1 REPAIR GARAGES: IN ARCH. DWGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL ACCESS PANEL LOCATIONS WITH DRYWALL AND RESIL. RESILIENT FINISHED OR ® MILLED WOOD N PLDETAIL AN AN AUTOMATIC SPRINKLER SYSTEM SHALL BE TILE WORK. GA. GAUGE REV. REVISION &TRIM PROVIDED THROUGHOUT ALL BUILDINGS USED AS 14. ALL PENETRATIONS AT GYPSUM BOARD PARTITION WALLS ARE TO BE THOROUGHLY SEALED IN A MANNER APPROPRIATE Sheet Title: GGALVANIZED X REPAIR GARAGES PER BELOW: TO THE WALL TYPE THAT IS BEING PENETRATED . I.E. WEATHER TIGHT, ACOUSTICAL, NON -RATED AND FIRE RATED. G..CC.. GENERAL CONTRACTOR RBCS ROD AND SHELF CEILING TILE 2. BUILDINGS NOT MORE THAN ONE STORY EXPOSED GYPSUM BOARD TO BE SEALED, TAPED AND FLOATED FOR BEST QUALITY APPEARANCE. GEN. GENERAL RM. ROOM STEEL ANGLE VCT CPT �CHANGE OF FLOOR MATERIAL ABOVE GRADE PLANE, WITH AFIRE AREA CONTAINING A REPAIR GARAGE EXCEEDING 12,000 15. MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED , INSTALL COMPONENTS AT MOUNTING HEIGHTS GL. GLASS R.O. ROUGH OPENING SQUARE FEET. REQUIRED BY THE MOST RECENT ISSUE OF THE ADA/ANSI 2009 STANDARDS FOR ANY PARTICULAR APPLICATION GMP GALLONS PER MINUTE R.O.W. RIGHT OF WAY TERRAZZO ELEVATION CHANGE INDICATED. REFER ANY QUESTIONABLE MOUNTING HEIGHT DECISIONS TO THE OWNER FOR FINAL DECISION. COVER GND. GROUND GLASS & FRAME IN PLAN * NO COMMERCIAL VEHICLE REPAIR 16. DIMENSIONS ARE PROVIDED FOR LOCATION OF PROJECT ELEMENTS. DRAWINGS SHALL NOT BE SCALED . SHEET GR. GRADE EXPOSED F. F. IMPORTANT HEIGHTS No. OF STORIES SINGLE STORY 17. DO NOT SCALE DRAWINGS. IF THE G.C. FINDS A CONFLICT IN THE INFORMATION, NOTIFY OWNER FOR CLARIFICATION GYP. GYPSUM -+•,,i • �.a�-•; a,�:.;••y; "='F''�_`�'�- °--tom AGGREGATE IN ELEVATION DWG. 24'-0" TALL P�����s Drawing NO. g 49.25' EXISTING REQUIRED EXITING WIDTH 32" RIGID INSULATION DOOR & FRAME_� GRADE ELEVATION IN PLAN SPECIAL PROVISIONS: MAXIMUM TRAVEL CAA A�O 49.25 NEW DIST. = 200'-0" -1 G//a�ng GRADE ELEVATION O'J\� 9RH-1-2020 NOTE: 1. REF: CIVIL FOR SITE PAVEMENT ELEVS PRIOR TO BEGINNING WARP UP TO DOOR. 2. PAVING TO WARP UP WITHOUT SEAMS TO ACHIEVE REQUIRED SLOPES. 99.17' TO 99.25' SLO1:2PE 99.17' TO 99.25' X En a� > N N 99.91 I 99.17' TO 99.25' X a. Cn o I I I I � I SLS 1:20 MAX I I V-6- 100.00 FF = 100.00' LANDING AT MAN DOOR DETAIL SCALE: 1/2" = 11-0" WINDOW PER SCHEDULE, REF: A-2 1/2" PLYWOOD FINISH ON FURRING BEHIND THE WINDOW, PAINTED PC -3. ARCHITECTURAL PRECAST CAPSTONE, SEE A-2.1 FOR SPEC. COMPRESSOR ROOM PRECAST CAPSTONE, n ii WI I N R-21 BATT. INSUL. ie WI oVI REF: EXTERIOR DWG. S-6 AND ME ME ARCH DWG. FOR FINISHES A-6 FOR MORE T.O. DO DETAILS. ELEV. +7 -0 SEE STRUCT. DWG. -i S-9 AND ARCH 8" CMU BLOCK - DWG. A-6 AND A-9 FOR MORE I� COMPRESSOR ROOM PRECAST CAPSTONE, n SEE 3/A-1 I N R-21 BATT. INSUL. SEE STRUCT. REF: EXTERIOR DWG. S-6 AND ELEVATIONS ARCH DWG. FOR FINISHES A-6 FOR MORE T.O. DO DETAILS. ELEV. +7 -0 SEE STRUCT. DWG. CEILING W/ 1/2" S-9 AND ARCH 8" CMU BLOCK - DWG. A-6 AND A-9 FOR MORE DETAILS. of B.O. WIt�DOt1 11, PLYWOOD FINSH ELEV. +2 -8 REF: EXTERIOR co n DUMPSTER EXTERIOR ENCLOSURE COMPRESSOR 2 E ROOM WALL SECTION SCALE: 3/811 = 1'-0" ALIGN ALL BANDING WITH ADJACENT MECH. BAYS. ALL BRICK COLORS ARE TO MATCH ADJ. MECH. BAYS. �X STEEL GATE WITH w w Q z_ BUILT-IN STOPS AND U oar BOTTOM OF GATE HOLD OPEN AS a (BOTTOM OF STRIKE MANUFACTURED BY PLATE) TO BE 3" FALCON. MIN. - 6" MAX. ABOVE GRADE. �1 DUMPSTER ENCLOSURE ELEVATION SCALE: 3/8" = 11-0" LOW WALL, SEE A-7 SLOPE 2% MAX. AT RL ...— SLOPE ,,.� SLOPE 2% MAX. AT CROSS SLOPE, SLOPE 5% MAX. IN DIRECTION OF TRAVEL. VERIFY EDGE OF PORCH IS LEVEL WITH CIVIL SITE PAVING. SCALE: 1/411 = 11-0" CEMENT WASH (1") 6"0 STEEL PIPE FILLED W/ CONCRETE WITH ROUNDED TOP FINISH PAVEMENT J I/"11VI1 LV VVIV VI\LIL L.,I.JING HERRINGBONE PATTERN, AT FRONT PORCH, CONCRETE COLOR TO BE BRICKFORM, ANTIQUE RELEASE, COLOR: RA -100 DARK GRAY. -11 ft TOP OF FOOTING �I I I� 11= 2" BELOW PAVING N III II I.. ; III - II TYPICAL (TO BE POURED �111�1 .° I I �M. III� MONOLITHIC W/ PAVING) #6 x 14 LG. III II III II EACH WAY = 11 I 111 =1 I CONI ii iii ii -ii iii ii_ CONC. FTG. 9„ 9„ BOLLARD TO BE PAINTED WITH RUST PROOF PAINT, 2 COATS BEFORE INSTALLATION, 1 COAT AFTER INSTALLATION. COLOR TO BE BLACK. 5 STEEL PIPE BOLLARD SCALE: 1 /2'1 = 1'-011 1X4 TRIM TYP. FLASH SIDES. - PRECAST SINGLE PLY ROOF OVER 30# CAPSTONE, FELT. 5/8" PLYWOOD OVER SEE 3/A-1 2"X8" FRAMING, @ 16" OC. ALUM. DRIP EDGE OVER - BRICK 2"X12" FASCIA TRIMMED WITH ALUM/VINYL O U z� _ N 0 as CO 0 _': :2oocn � c� O w LU Z �oa� O O mLLQ m-QOm 0 n ill I N R-21 BATT. INSUL. 1T T- REF: EXTERIOR R-21 i� TI I DUMPSTER N 5 STEEL CAP WELDED OR THREADED TO TOP FOR COVER Uk PARKING MANUFACTURED SIGNS PROVIDED BY G.C. PER LOCAL REQUIREMENTS THRU BOLTED STEEL SIGNS 3" MIN. SQUARE STEEL TUBE 8'-6" IN LENGTHGk (ALT 3" - GALV PIPE) VAN FINISH GRADE TEN INCH DIAMETER CONCRETE FOOTING HANDICAP SIGN SCALE: 1/2" = 1'-0" 04 20"R CAST STONE M-11 o_ WALL BELOW It 4'-3" A CESSIBLE SY BOL PAINTED ON PAVEMENT HANDICAP SYMBOL PAINTED ON PAVEMENT CAST STONE CAP DETAIL 4 SCALE: 1/4" = 11-011 SCALE: 3/411 = 1'-Ol' 1X4 TRIM TYP. FLASH SIDES. 1X4 TRIM TYP. FLASH SIDES. SINGLE PLY ROOF OVER 30# SINGLE PLY ROOF OVER 30# FELT. 5/8" PLYWOOD OVER FELT. 5/8" PLYWOOD OVER 2"X8" FRAMING, @ 16" OC. 2"X8" FRAMING, @ 16" OC. CONT. FLASHING ROOF SLOPES UNDER CAST TO INSIDE OF j STONE CAP AND DUMPSTERfl OVER ROOFING ENCLOSURE }!� ROOF SLOPES TO INSIDE OF DUMPSTER 2 D ENCLOSURE WALL SECTION SCALE: 3/811 = 1'-Ol' DOUBLE GATES WITH STEEL FRAME AND STEEL PANELS. ONE COAT PRIME AND TWO COATS PAINT COLOR PC -6 BOTH SIDES. DUMPSTER _ STEEL GATE MANUFACTURER: FALCON CONTACT: ROBERT MARTIN PHONE: (800) 733-1331 U ANCHOR POSTS IN DUMPSTER FOUNDATION. 7" CONCRETE PAD Of In w 0 U O r� i ROOM ROOM ROOM COMPRESSOR COMPRESOCOMPRESSOR ROOM WALL SECTION ROOM �A`Ll�'O\S ECTION ROOM WALL SECTION 2 SCALE: 3/8" = 1'-011 2 B SCALE: 3/8 = '-" 2 A SCALE: 3/8" = 1'-0" REF: WINDOW SCHEDULE, A-2.1 DUMPSTER ENCLOSURE ELEVATION SCALE: 3/8" = 1'-0" GENERAL NOTES 1. BASE INFORMATION WAS TAKEN FROM PROPERTY DESCRIPTION PLANS ON THIS PAGE. MINOR FIELD ADJUSTMENTS MAY BE NECESSARY TO ALIGN WITH EXISTING FEATURES. 2. SMOOTH TRANSITION IS REQUIRED BETWEEN ALL EXISTING AND NEW PAVEMENTS. 3. ROADWAY AND ACCESS CLEARANCES ARE SHOWN TO FACE OF CURB AND END OF PARKING SPACES. ALL PARKING SPACES ARE AS SHOWN BY CIVIL. 4. THE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL UTILITIES. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGED IN COMPLIANCE WITH LOCAL STANDARDS AND AT THE CONTRACTORS EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY. 5. THE LIGHTING ON THE SITE SHALL COMPLY WITH THE LOCAL ZONING ORDINANCE AND STATE ENERGY CODE AS REQUIRED. 6. THE DUMPSTER IS TO BE ENCLOSED WITH MASONRY WALLS TO MATCH THE BUILDING EXTERIOR. THE ENCLOSURE GATES SHALL BE OPAQUE AND CONSTRUCTED OF PAINTED STEEL FRAME AND STEEL PANELS. SEE A-4 FOR MORE INFORMATION ON DUMPSTER ENCLOSURE AND BUILDING EXTERIOR. 7. ALL OFF SITE EASEMENTS MUST BE FILED PRIOR TO START OF CONSTRUCTION. 8. IRRIGATION SYSTEM SHALL BE PROVIDED AND INCLUDED IN THE BASE BID. THE REQUIRED AUTOMATIC UNDERGROUND SPRINKLER SYSTEM SHALL HAVE SEPARATE ZONES FOR LAWN AND PLANT BEDDING AREAS. LAYOUT PER THE MANUFACTURES RECOMMENDATIONS WITH OWNERS APPROVAL REQUIRED. DRIVEWAY CURB AND PAVING NOTES 1. CIVIL ENGINEERING DRAWING SUPERCEDE INFORMATION ON THIS DRAWING. NOTIFY ARCHITECT AND OWNER OF ALL DISCREPANCIES. 2. SIDEWALK, DRIVEWAY, CURB, AND LINE AND GRADE SHALL BE SET BY CIVIL ENGINEER. 3. SIDEWALKS SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWINGS. 4. DRIVEWAYS SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWINGS. 5. CURB AND GUTTER SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWINGS. 6. PROVIDE 1/2" EXPANSION MATERIAL AT INTERVALS OF 20'-0" (MAXIMUM) THROUGHOUT ENTIRE LENGTH OF SIDEWALK. 7. PROVIDE 1/2" EXPANSION MATERIAL BETWEEN WHERE SIDEWALKS ABUT TO A FIRE HYDRANT OR UTILITY POLE. 8. IN THE EVENT THAT MORE THAN ONE DRIVEWAY IS CONSTRUCTED FOR ACCESSING THE PROPERTY FROM THE SAME STREET APPROCH, MAINTAIN MINIMUM SEPARATION BETWEEN DRIVES AS REQUIRED BY LOCAL ZONING ORDINANCE, TRAFFIC AND TRANSPORTATION REGULATIONS, AND/OR BUILDING CODE. 9. SURFACE BETWEEN DRIVEWAYS, FROM TOP OF CURB TO SIDEWALK AND FROM SIDEWALK TO PROPERTY LINE MAY BE EITHER CONCRETE OR DIRT, OR AS REQUIRED BY ORDINANCE AND ORDINANCE AND CODES AS MADE REFERENCE TO IN #8 ABOVE. 0 I N WALL MOUNTED UNIT HEATER, REF: - MECH & ELEC 2E/A-1 2B/A-1 N I i� 4" BRICK LEDGE, -t SEE ELEVS AND N A-4 FOR FINISHES. _ 00 2D/A-1 0 8" CMU BLOCK O I 0 0 BOLLARDS, REFER TO 5/A-1, TO PROTECT WINDOW I 00 4" 8" Q 13'-8" Q N INTERIOR OF COMPRESSOR ROOM TO BE FURRED OUT WITH 2x4 W/R V- TT INSUL. ROOF TO HAVE R-21 BATT. INSUL. FINISHE- 1 H " PLYWOOD. I I BOLLARDS, REFER TO 5/A-1 AND a SITE PLAN 0 LOUVER L-2, REF: - N MECH, AT 12" A.F.F. I 0 / - - - - - - - - - - - - - - -T - - - I \ / I I \ � o/ \ J BOLLARDS\ OUST N / SE/AL INSIDE OF BE W/IN \THE 6UMPSTER AND I I BACK 1'-8"\ F // PAINT BLACK. I I THE REAR WALLt / I \ / SLOB SLOPE 1:48 \ / 1:48 --------V---------- 00 CONArchitects I n c o rip o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com SIDING, MATCH � 2X8 PRESSURE R-21 BATT. INSUL. � REF: EXTERIOR R-21 BATT. INSUL. DUMPSTER N PC -5. TREATED SILL IN CEILING W/ 1/2" ELEVATIONS IN CEILING W/ 1/2" d ENCLOSURE o Ir PLYWOOD FINSH of FOR FINISHES PLYWOOD FINSH REF: EXTERIOR co n Q ELEVATIONS -PRE-CAST SEE STRUCT. 00 8" CMU BLOCK 8" CMU BLOCK SEE STRUCT. 8" CMU BLOCK FOR FINISHES CAST STONE DWG. S-9 AND N DWG. S-9 AND NbC SILL ARCH DWG. o p ARCH DWG. o SEE STRUCT. A-6 FOR MORE 2x4 FURR OUT 2x4 FURR OUT A-6 FOR MORE 2x4 FURR OUT LL DWG. S-9 AND - LIMESTONE DETAILS. z W/R-13 BATT. W/R-13 BATT. z DETAILS. W/R-13 BATT. z ARCH DWG. VENEER, M-10 � INSUL. AND 4" INSUL. AND 4" INSUL. AND " A-6 FOR MORE OVER 4" CMU PLYWOOD FINISH. PLYWOOD FINISH. PLYWOOD FINISH. DETAILS. BLOCK DUMPSTER I I 1 It 1 EXTERIOR ENCLOSURE COMPRESSOR COMPRESSOR r- EXTERIOR COMPRESSOR r- EXTERIOR DUMPSTER 2 D ENCLOSURE WALL SECTION SCALE: 3/811 = 1'-Ol' DOUBLE GATES WITH STEEL FRAME AND STEEL PANELS. ONE COAT PRIME AND TWO COATS PAINT COLOR PC -6 BOTH SIDES. DUMPSTER _ STEEL GATE MANUFACTURER: FALCON CONTACT: ROBERT MARTIN PHONE: (800) 733-1331 U ANCHOR POSTS IN DUMPSTER FOUNDATION. 7" CONCRETE PAD Of In w 0 U O r� i ROOM ROOM ROOM COMPRESSOR COMPRESOCOMPRESSOR ROOM WALL SECTION ROOM �A`Ll�'O\S ECTION ROOM WALL SECTION 2 SCALE: 3/8" = 1'-011 2 B SCALE: 3/8 = '-" 2 A SCALE: 3/8" = 1'-0" REF: WINDOW SCHEDULE, A-2.1 DUMPSTER ENCLOSURE ELEVATION SCALE: 3/8" = 1'-0" GENERAL NOTES 1. BASE INFORMATION WAS TAKEN FROM PROPERTY DESCRIPTION PLANS ON THIS PAGE. MINOR FIELD ADJUSTMENTS MAY BE NECESSARY TO ALIGN WITH EXISTING FEATURES. 2. SMOOTH TRANSITION IS REQUIRED BETWEEN ALL EXISTING AND NEW PAVEMENTS. 3. ROADWAY AND ACCESS CLEARANCES ARE SHOWN TO FACE OF CURB AND END OF PARKING SPACES. ALL PARKING SPACES ARE AS SHOWN BY CIVIL. 4. THE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL UTILITIES. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGED IN COMPLIANCE WITH LOCAL STANDARDS AND AT THE CONTRACTORS EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY. 5. THE LIGHTING ON THE SITE SHALL COMPLY WITH THE LOCAL ZONING ORDINANCE AND STATE ENERGY CODE AS REQUIRED. 6. THE DUMPSTER IS TO BE ENCLOSED WITH MASONRY WALLS TO MATCH THE BUILDING EXTERIOR. THE ENCLOSURE GATES SHALL BE OPAQUE AND CONSTRUCTED OF PAINTED STEEL FRAME AND STEEL PANELS. SEE A-4 FOR MORE INFORMATION ON DUMPSTER ENCLOSURE AND BUILDING EXTERIOR. 7. ALL OFF SITE EASEMENTS MUST BE FILED PRIOR TO START OF CONSTRUCTION. 8. IRRIGATION SYSTEM SHALL BE PROVIDED AND INCLUDED IN THE BASE BID. THE REQUIRED AUTOMATIC UNDERGROUND SPRINKLER SYSTEM SHALL HAVE SEPARATE ZONES FOR LAWN AND PLANT BEDDING AREAS. LAYOUT PER THE MANUFACTURES RECOMMENDATIONS WITH OWNERS APPROVAL REQUIRED. DRIVEWAY CURB AND PAVING NOTES 1. CIVIL ENGINEERING DRAWING SUPERCEDE INFORMATION ON THIS DRAWING. NOTIFY ARCHITECT AND OWNER OF ALL DISCREPANCIES. 2. SIDEWALK, DRIVEWAY, CURB, AND LINE AND GRADE SHALL BE SET BY CIVIL ENGINEER. 3. SIDEWALKS SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWINGS. 4. DRIVEWAYS SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWINGS. 5. CURB AND GUTTER SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWINGS. 6. PROVIDE 1/2" EXPANSION MATERIAL AT INTERVALS OF 20'-0" (MAXIMUM) THROUGHOUT ENTIRE LENGTH OF SIDEWALK. 7. PROVIDE 1/2" EXPANSION MATERIAL BETWEEN WHERE SIDEWALKS ABUT TO A FIRE HYDRANT OR UTILITY POLE. 8. IN THE EVENT THAT MORE THAN ONE DRIVEWAY IS CONSTRUCTED FOR ACCESSING THE PROPERTY FROM THE SAME STREET APPROCH, MAINTAIN MINIMUM SEPARATION BETWEEN DRIVES AS REQUIRED BY LOCAL ZONING ORDINANCE, TRAFFIC AND TRANSPORTATION REGULATIONS, AND/OR BUILDING CODE. 9. SURFACE BETWEEN DRIVEWAYS, FROM TOP OF CURB TO SIDEWALK AND FROM SIDEWALK TO PROPERTY LINE MAY BE EITHER CONCRETE OR DIRT, OR AS REQUIRED BY ORDINANCE AND ORDINANCE AND CODES AS MADE REFERENCE TO IN #8 ABOVE. 0 I N WALL MOUNTED UNIT HEATER, REF: - MECH & ELEC 2E/A-1 2B/A-1 N I i� 4" BRICK LEDGE, -t SEE ELEVS AND N A-4 FOR FINISHES. _ 00 2D/A-1 0 8" CMU BLOCK O I 0 0 BOLLARDS, REFER TO 5/A-1, TO PROTECT WINDOW I 00 4" 8" Q 13'-8" Q N INTERIOR OF COMPRESSOR ROOM TO BE FURRED OUT WITH 2x4 W/R V- TT INSUL. ROOF TO HAVE R-21 BATT. INSUL. FINISHE- 1 H " PLYWOOD. I I BOLLARDS, REFER TO 5/A-1 AND a SITE PLAN 0 LOUVER L-2, REF: - N MECH, AT 12" A.F.F. I 0 / - - - - - - - - - - - - - - -T - - - I \ / I I \ � o/ \ J BOLLARDS\ OUST N / SE/AL INSIDE OF BE W/IN \THE 6UMPSTER AND I I BACK 1'-8"\ F // PAINT BLACK. I I THE REAR WALLt / I \ / SLOB SLOPE 1:48 \ / 1:48 --------V---------- 00 CONArchitects I n c o rip o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com 0� C040 JOHN A. BF19SCHE� Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Plan Review Comments Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: '-4" 2'-0" LEAR OPENIN 1'-4" SITE DETAILS DUMPSTER ENCLOSURE AND COMPRESSOR ROOM PLAN �-'Ammil SCALE: 3/811 = 1'-01' �G/�png D\J\��oc 9RH-1-2020 � o -^ � N N = O � � v0� O o ® F� +> � co n Q ® N NbC 0� C040 JOHN A. BF19SCHE� Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Plan Review Comments Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: '-4" 2'-0" LEAR OPENIN 1'-4" SITE DETAILS DUMPSTER ENCLOSURE AND COMPRESSOR ROOM PLAN �-'Ammil SCALE: 3/811 = 1'-01' �G/�png D\J\��oc 9RH-1-2020 � o -^ � = O � � v0� O o LO x • '_4 I_r � r- 0� C040 JOHN A. BF19SCHE� Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Plan Review Comments Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: '-4" 2'-0" LEAR OPENIN 1'-4" SITE DETAILS DUMPSTER ENCLOSURE AND COMPRESSOR ROOM PLAN �-'Ammil SCALE: 3/811 = 1'-01' �G/�png D\J\��oc 9RH-1-2020 FINISH NOTES 1. INSTALL FINISH MATERIALS IN STRICT ACCORDANCE WITH SPECIFICATIONS AND/OR MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHICHEVER IS MOST STRINGENT. 2. INSPECT SUBSTRATE PRIOR TO INSTALLATION OF ALL FINISHES. ALL SURFACES TO BE PROPERLY PREPARED PRIOR TO INSTALLATION OF FINISH PER SPECIFICATION AND/OR MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHICHEVER IS MOST STRINGENT. 3. PREPARE CONCRETE FLOOR SLAB TO RECEIVE SPECIFIED FLOOR MATERIAL. PROVIDE FLOOR STONING OR LEVELING CONCRETE AS REQUIRED TO INSURE SMOOTH AND LEVEL SURFACE. PATCH ANY CRACKS 1/8" IN WIDTH OR GREATER OR SPAWLED AREAS GREATER THAN 1/4" DIAMETER PRIOR TO INSTALLATION. COORDINATE WITH FLOORING SUBCONTRACTOR. 4. PROVIDE APPROPRIATE TRIM, CONSISTENT WITH FLOORING TYPE, AND/OR REDUCER STRIPS AT ALL BUTT JOINTS BETWEEN DISSIMILAR FLOORING MATERIALS AND AT ALL FLOORING TERMINATION'S OTHER THAN AT BASE OF PARTITIONS. 5. INSTALL RESILIENT BASE WITH TIGHT BUTT JOINTS. ADHERE TIGHTLY TO WALL SURFACE AND INSURE BASE IS FLAT TO WALL AT INSIDE AND OUTSIDE CORNERS. PLAN BASE INSTALLATION AND CUT PIECES SO THAT NO PIECE IS SHORTER THAN 2'-0" IN LENGTH. USE STRAIGHT BASE AT CARPET (AS OCCURS) AND COVED BASE AT RESILIENT ROLL FLOORING OR V.C.T. (UNLESS NOTED OTHERWISE). USE OF PERFORMED PIECES IS NOT PERMITTED. REFER TO FINISH SCHEDULE FOR TYPE, LOCATION, AND EXTENT OF SCHEDULED BASE. 6. PREPARE ALL WALL SURFACES AND EXPOSED STRUCTURAL COLUMNS TO PROVIDE SMOOTH, EVEN SUBSTRATE FOR APPLICATION OF SPECIFIED FINISH. SAND, FILL, PATCH. TAPE AND FLOAT SURFACES TO FILL ALL HOLES. REMOVE ALL DUST, ADHESIVE, DRYWALL MUD OR OTHER SUBSTANCES FROM SURFACES, AND REPAIR ALL CONSTRUCTION DAMAGE TO SURFACES PRIOR TO APPLICATION OF FINISHES. POWER AND COMMUNICATION NOTES 1. STANDARD HEIGHT WALL -MOUNTED ELECTRICAL RECEPTACLES AND TELEPHONE/DATA JACKS SHALL BE MOUNTED VERTICALLY IN COMPLIANCE WITH REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT AND LOCAL BUILDING ORDINANCES UNLESS NOTED OTHERWISE. WALL SWITCHES SHALL BE MOUNTED IN COMPLIANCE THE SAME. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSTALLATIONS OF ALL EQUIPMENT PROVIDED BY OWNER. HE SHALL BE RESPONSIBLE FOR ALL REQUIRED CLEARANCES, ELECTRICAL AND PLUMBING REQUIREMENTS. 3. CONTRACTOR SHALL PROVIDE JUNCTION BOXES WITH PULL STRINGS. STUB OUT CONDUIT 6" ABOVE FINISHED CEILING FOR ALL TELEPHONE, DATA, AND SECURITY CONNECTIONS FOR SYSTEMS AND EQUIPMENT FURNISHED AND INSTALLED UNDER SEPARATE CONTRACT TO TENANT. 4. SWITCH PLATE, BOX COVER PLATE AND RECEPTACLE FACE PLATE COLORS SHALL BE WHITE IN THE OFFICE, BLACK ON THE GARAGE SHOP WALLS AND STAINLESS STEEL ON THE GARAGE SHOP CEILING. SWITCHES AND RECEPTACLES SHALL MATCH FACE PLATE COLOR (EXCEPT ISOLATED GROUND OR OTHER SPECIALIZED ELECTRICAL RECEPTACLES ALL ARE WHITE). 5. ADJACENT RECEPTACLES SHALL BE GANGED WHEN POSSIBLE. IF THEY CANNOT BE GANGED, THEY SHALL BE INSTALLED WITH MINIMUM OF DISTANCE BETWEEN UNITS. INSTALL RECEPTACLES AND COVER PLATES SO THAT THEY ARE SQUARE WITH ADJACENT CONSTRUCTION (E.G. WALL CORNERS, INTERIOR GLAZING, DOOR FRAMES) AND HAVE NO GAPS OR VISIBLE EXPOSED WALL SURFACE WHERE COVER PLATES ABUT ONE ANOTHER. 6. ELECTRICAL RECEPTACLES AND WALL BOXES SHALL BE SUPPORTED BY STUD AT ALL LOCATIONS. GENERAL ACCESSIBILITY NOTES 1. AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE PROVIDED FROM BUILDING ENTRY TO AT LEAST ONE BUILDING EXIT. DOORS, OPERATING HARDWARE, CLOSING OR OPENING DEVICES AND OTHER ELEMENTS OF THE ACCESSIBLE ENTRANCE SHALL COMPLY WITH THE RELEVANT STANDARDS CONTAINED WITHIN THE LOCAL CITY LAWS, ORDINANCES AND BUILDING CODES IN FORCE AT THE TIME OF PERMIT. (REFER TO DOOR AND HARDWARE ACCESSIBILITY NOTES BELOW) 2. THE BUILDING SHALL BE ACCESSIBLE FROM THE SIDEWALK, HANDICAPPED PARKING ADJACENT THERETO AND SHALL PROVIDE AN ACCESSIBLE PATH OF TRAVEL FROM THE STREET ACROSS THE SITE TO THE BUILDING ENTRY AND THROUGH THE BUILDING TO THE SECOND REQUIRED EXIT. 3. FIXTURES AND EQUIPMENT PROVIDED AS PART OF THE LEASE CONSTRUCTION SHALL BE ACCESSIBLE AS SPECIFIED IN THE ABOVE REFERENCED STANDARDS. AT LEAST ONE ACCESSIBLE FIXTURE, LOCATED ON AND ACCESSIBLE FROM THE ACCESSIBLE ROUTE OF TRAVEL THROUGH THE LEASE SHALL ACCOMMODATE PHYSICALLY CHALLENGED INDIVIDUALS. CONTROLS, OPERATING ELEMENTS AND OTHER PHYSICAL CHARACTERISTICS OF THESE FIXTURES OR EQUIPMENT SHALL PERMIT OPERATION BY INDIVIDUALS WITH DISABILITIES OR IMPAIRMENTS. 4. THE NEEDS OF IMPAIRED OR DISABLED INDIVIDUALS SHALL BE ACCOMMODATED IN THE DESIGN AND PROVISION OF THE SYSTEM FOR PUBLIC INFORMATION(IF ANY) AND ALERT (E.G. FIRE ALARMS). PROVIDE STROBES, ANNUNCIATORS AND PULL STATIONS (AS REQUIRED BY BUILDING AND FIRE CODES) WHICH COMPLY WITH RELEVANT SPECIFICATIONS IN THE ABOVE REFERENCED STANDARDS. 5. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATION DEVICES ON DOORS, WINDOWS, CABINETS, AND OTHER FIXTURES OR EQUIPMENT SHALL HAVE LEVER OR OTHER SHAPED HANDLES OR PULLS WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. REFER TO NOTES BELOW FOR DOORS. 6. TOILET ROOMS SHALL BE ACCESSIBLE AND PROVIDE PROPER DISTANCES FOR FRONT APPROACH TO WATER CLOSET AND LAVATORY. PROVIDE CRAB BARS, SECURELY ANCHORED TO RESIST A CONCENTRATED LOAD OF 250 LBS. APPLIED IN ANY DIRECTION AT ANY POINT ON THE BAR IN COMPLIANCE WITH TEXAS ACCESSIBILITY STANDARD'S LOAD RESISTANCE REQUIREMENTS. PROVIDE ACCESSIBLE LAVATORIES, TOWEL DISPENSERS, MIRRORS, SOAP DISPENSERS AND ROLLED TISSUE DISPENSERS IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT SPECIFICATIONS. 7. ALL COUNTERS, RETAIL DISPLAY AND POINT-OF-PURCHASE MERCHANDISE DISPLAY SHALL COMPLY WITH ACCESSIBLE APPROACH REQUIREMENTS AND SIDE OR FORWARD REACH LIMITATIONS AS DOCUMENTED I THE AMERICANS WITH DISABILITIES ACT STANDARDS. 8. SIGNAGE, AS REQUIRED OR PROVIDED, SHALL COMPLY WITH THE RELEVANT SPECIFICATIONS OF THE STANDARDS. ACCESSIBILITY NOTES- DOORS AND HARDWARE 1. DOORS ENTERING SPACES SHALL BE PART OF AN ACCESSIBLE ROUTE OF TRAVEL AS DEFINED IN THE ABOVE REFERENCED STANDARDS. ENSURE THAT THE OPEN FLOOR AREA AT BOTH SIDES OF THE ENTRANCE DOOR PROVIDES ADEQUATE SPACE FOR FRONT OR SIDE APPROACH AND THAT THE SURFACES COMPRISING THE APPROACH ARE FIRM, SLIP RESISTANT AND FREE OF IRREGULARITIES. 2. PROVIDE AT LEAST 1 DOOR INTO EACH ACCESSIBLE SPACE WHICH COMPLIES WITH THE STANDARDS REFERENCED ABOVE. EACH DOOR THAT IS AN ELEMENT OF THE ACCESSIBLE ROUTE WITHIN THE BUILDING AND ALL DOORS WHICH ARE REQUIRED FOR EGRESS SHALL COMPLY WITH THE STANDARDS. ALL DOORS SHALL BE PROVIDED WITH A CLEAR FLOOR SPACE WHICH ALLOWS A FORWARD OR SIDE APPROACH AND ACCESS TO ALL CONTROLS OR HARDWARE. 3. ALL DOOR HARDWARE IS BRUSHED CHROME FINISH. 4. ALL SWINGING DOORS SHALL BE EQUIPPED WITH LEVER HANDLES OPERATING LATCH OR LOCK. STOREFRONT DOORS SHALL HAVE PULL OR PUSH HARDWARE WHICH IS EASY TO GRIP AND PERMITS DIFFERENTLY ABLED INDIVIDUALS TO READILY OPEN THE DOOR FOR PAIRS OF DOORS, THE ACTIVE LEAF SHALL COMPLY WITH THE RELEVANT SPECIFICATIONS OF THE STANDARDS REFERENCED ABOVE. 5. FLOORING SHALL NOT BE MORE THAN 1/2" BELOW THRESHOLDS AT DOORS. JOINTS AT DISSIMILAR FLOORING MATERIALS SHALL NOT EXCEED 1/2" DIFFERENCE IN HEIGHT AT THE LINE OF TRANSITION IN COMPLIANCE WITH THE ABOVE REFERENCED STANDARDS. (STANDARD BUILDING CODE) RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 6. LANDINGS AT DOORS SHALL BE LEVEL EXCEPT FOR EXTERIOR DOORS WHERE THE LANDING MAY BE SLOPED AT NO GREATER THAN 1/4" PER FOOT. LANDINGS SHALL COMPLY WITH THE STANDARD BUILDING CODE. NO EXIT SHALL HAVE A SLOPE EXCEEDING 1 VERTICAL IN 12 HORIZONTAL. LANDING DIMENSION IN DIRECTION OF TRAVEL SHALL NOT BE LESS THAN 5'-0" IN LENGTH. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED EXIT CORRIDOR WIDTH TO LESS THAN 42" AND SHALL NOT THE REQUIRED WIDTH BY MORE THAN 3-1/2" WHEN IN FULLY OPEN POSITION. RAMP AND/OR EXIT CORRIDOR SURFACES SHALL HAVE SLIP RESISTANT SURFACES. 7. MAXIMUM OPENING FORCE FOR DOORS LOCATED ALONG AN ACCESSIBLE ROUTE OF TRAVEL, REQUIRED BY ABOVE REFERENCED STANDARDS, SHALL NOT EXCEED 5 LBS. FOR INTERIOR HINGED DOORS AND 7.5 LBS FOR EXTERIOR HINGED DOORS, 5 POUNDS OF SLIDING OR FOLDING DOORS, OR 5 LBS FOR INTERIOR HINGED DOORS. FORCES SHALL BE MEASURED WHEN APPLIED TO THE LATCH SIDE OF THE DOOR ALL DOORS INSTALLED SHALL BE TESTED FOR CONFORMANCE. ADJUST CLOSER TENSION AND CLOSING SPEED TO COMPLY WITH OPENING FORCE REQUIREMENTS AND ENSURE SAFETY OF PATRONS. 8. FOR DOORS EQUIPPED WITH CLOSERS, THE CLOSING SPEED SHALL BE ADJUSTED SO THAT THE DOOR WILL REQUIRE A MINIMUM OF 3 SECONDS TO CLOSE FROM AN OPEN POSITION AT 70 DEGREES TO A POINT 3" FROM THE LATCH. REFER TO THE HARDWARE SCHEDULE FOR CLOSERS REQUIRED. 9. DOORS WHICH SERVE AS REQUIRED EXITS SHALL BE CLEARLY MARKED WITH SIGNAGE MOUNTED ON DOOR WHICH STATES, "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". LETTERS SHALL NOT BE LESS THAN 1" HIGH AND LOCATED ON A CONTRASTING BACKGROUND. WHEN UNLOCKED, THE SINGLE EXIT DOOR SHALL BE FREE TO SWING, IN THE DIRECTION OF EXIT TRAVEL, WITHOUT THE OPERATION OF ANY LATCHING DEVICE. SINGLE PLY ROOF ABOVE COMPRESSOR ROOM N w 0- .. O ROOF SLOPES TO DUMPSTER ENCLSOURE PARAPET WALL - AROUND COMP. ROOM AND DUMPSTER ENCLOSURE 3 ROOF PLAN SCALE: 1 /8" = 1'- 0" wIN SOFFITS VENTED, REF: A-6 GUTTER AND DOWNSPOUTS, TYP. 22"X30" ATTIC ACCESS SEE DETAIL 4/A-3 COMP. SHINGLE ROOF, M-6 GUTTER AND DOWNSPOUTS, TYP. /- SOFFITS VENTED, REF: A -6 - GUTTER AND DOWNSPOUTS, TYP. r W N O - - J U) Lo ALL ROOF PENETRATIONS TO BE LOCATED BETWEEN RIDGE AND 10' OFF BACK WALL � I I ROOF NOTE: ALL ROOF PENETRATIONS TO BE PAINTED BLACK. WIN a O J N 10 CONT. RIDGE VENT SOFFITS VENTED, REF: A-6 • • • •' Ty IT, Go • O .. J 1n (D COMP. SHINGLE ROOF, M-6 GUTTER AND DOWNSPOUTS, TYP. 22"X30" ATTIC - ACCESS SEE DETAIL 4/A-3 N E.J. LADDER BLOCKING CENTER LIGHT I AT CEILING DRYWALL ---_E. J. E. J. OVER SINK EXPANSION JOINTS ro r ® L -L�- - - - - - - - - - - - - - 0I N I I I I I I I I I CEILING DRYWALL U EXPANSION JOINTSI I I I I I I 0 } I I I I I I EQ- -- ----- ----- TYP. TYP. REFLECTED CEILING PLAN SCALE: 1/8" = 1'- 0" LIGHTING NOTE 1. G.C. TO CONTACT CITY LIGHTING PRODUCTS FOR PRICING ON ALL SWITCHGEAR AND LIGHTING. NO SUBSTITUTIONS ACCEPTED. CONTACT: BLAIR GUTHRIE @ CITY LIGHTING PRODUCTS 1-800-257-2922 (Work) 412-367-4718 (Work) EMAIL: bguthrie0citylighting.com TRUSSES 11 1 Ary l 0 ,SLOq12 SLOPE 6 6 1 / SLOPE I -SLOPE 16 12 16 12 CONT. RIDGE VENT W N w 0 J J) EQ. EQ. c3- CURVED LIGHT ORANGE PEEL FINISH TEXTURED SOFFIT, PAINTED. GYP. BOARD CEILING1x4 ATTIC VENTING CALCULATIONS: GARAGE ATTIC = 3,996 s.f. / 150 = 26.64 s.f. VENTING REQUIRED GARAGE VENTING (SOFFIT AND RIDGE) = 42.4 s.f. VENTING PROVIDED OFFICE ATTIC = 900 s.f. / 150 = 6 s.f. VENTING REQUIRED OFFICE VENTING (SOFFIT AND RIDGE) = 10.5 VENTING PROVIDED 22"X30" ATTIC - ACCESS SEE DETAIL 4/A-3 N E.J. LADDER BLOCKING CENTER LIGHT I AT CEILING DRYWALL ---_E. J. E. J. OVER SINK EXPANSION JOINTS ro r ® L -L�- - - - - - - - - - - - - - 0I N I I I I I I I I I CEILING DRYWALL U EXPANSION JOINTSI I I I I I I 0 } I I I I I I EQ- -- ----- ----- TYP. TYP. REFLECTED CEILING PLAN SCALE: 1/8" = 1'- 0" LIGHTING NOTE 1. G.C. TO CONTACT CITY LIGHTING PRODUCTS FOR PRICING ON ALL SWITCHGEAR AND LIGHTING. NO SUBSTITUTIONS ACCEPTED. CONTACT: BLAIR GUTHRIE @ CITY LIGHTING PRODUCTS 1-800-257-2922 (Work) 412-367-4718 (Work) EMAIL: bguthrie0citylighting.com TRUSSES 11 1 Ary l 0 ,SLOq12 SLOPE 6 6 1 / SLOPE I -SLOPE 16 12 16 12 CONT. RIDGE VENT W N w 0 J J) EQ. EQ. c3- CURVED LIGHT ORANGE PEEL FINISH TEXTURED SOFFIT, PAINTED. GYP. BOARD CEILING1x4 WOOD TRIM N ATTIC ACCESS OPE NING -4 AS SCHED. PAINTED TO MATCH CEILING � 30"x54" MINIMUM WITH AA O FOLDING 350 LBS HEAVY 1/2 1) PLYWOOD LAY -IN DUTY WOOD LADDER @ 9'-0" o ATTIC ACCESS PANEL x o A.F.F. WERNER WOODEN ATTIC LO x • r- � LADDER, MODEL: WH3010 co PAINTED TO MATCH CEILING Q LED ROPE LIGHT UNDER COUNTERS. REF: MILLWORK ATTIC ACCESS SECTION DETAILS AND ELEiII N -OSCALE: 3/4" = 1'- O" SOFFIT ABOVE, REF: A-8 W 4 LED ROPE LIGHT UNDER DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT COUNTERS. REF: MILLWORK r-1 DETAILS AND ELEC I I I iV 880 S.F. ROOF SURFACE S.I. RAIN PER HOUR = 640 S.F. ROOF SURFACE 91,900 S.I. X 2° RAIN PER HOUR = 840 S.F. ROOF SURFACE 650 S.F. 92,670 S.I. RAIN PER HOUR = EMERGENCY EXIT LIGHT, REF: ELEC 12° 252.30 252,380 CUBIC INCHES PER HOUR CONVERTED TO GAL/MIN = 18.2 GAL/MIN 183,800 CUBIC INCHES PER HOUR CONVERTED TO GAL/MIN = 13.2 GAL/MIN 121,420 S.I. X 2° RAIN PER HOUR = 242,840 CUBIC INCHES PER HOUR 17 185,340 CUBIC INCHES PER HOUR CONVERTED TO GAL/MIN = 13.4 GAL/MIN CONVERTED TO GAL/MIN = 17.5 GAL/MIN 880 S.F. ROOF SURFACE 126,190 S.I. X 2° RAIN PER HOUR = 252,380 CUBIC INCHES PER HOUR CONVERTED TO GAL/MIN - 18.2 GAL/MIN 640 S.F. ROOF SURFACE 91.900 S.I. X 2° RAIN PER HOUR = 183,800 CUBIC INCHES PER HOUR CONVERTED TO GAL/MIN - 13.2 GAL/MIN 840 S.F. ROOF SURFACE 121,420 S.I. X 2° RAIN PER HOUR - 242.840 CUBIC INCHES PER HOUR CONVERTED TO GAL/MIN = 17.5 GAL/MIN )OWNSPOUT DOWNSPOUT DOWNSPOUTS `DOWNSPOUT DOWNSPOUT ROOF DRAINAGE CALCULATIONS 0N5 PER 2018 IPC: ROOF DRAINAGE C A L C S 5 3.5°X55° GUTTER ATT 1/4° SLOPE HAS A CAPACITY OF 157 GAL/11N SCALE: NOT TO SCALE 2-5°X3° DOWNSPOUTS HAVE A CAPACITY OF 92 GAL/MIN 00 7'-0" 3 _91, OO ---- EQ. EQ. 0 I N H U0 I 1 I -- N -� d W 0 8'-0" I n 8'-01, 8'-0" 2'-4 - - - - - - - - c CAA REFLECTED CEILING PLAN - ENLARGED OFFICE �G//pn J�o. SCALE: 3/16 = 1- 0 9 D CONArchitects I n c o r p o r a t e d 703 San Ysidm Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com WIN N N � AA O Q) 0� � � O o L x o ®•��-- LO x • r- � co Q N Lt 4 bC r-1 WIN JOHN A. BRUTSCHE,\, Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Plan Review Comments Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: ROOF AND REFLECTED CLG. PLAN A11111111113 9RH-1-2020 N N � AA O 0� � � O o L x o LO x • r- N r- JOHN A. BRUTSCHE,\, Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Plan Review Comments Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: ROOF AND REFLECTED CLG. 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ALL MASONRY SURFACES ARE TO BE SPRAYED WITH WATER -PROOFING SEALER, PH: 800-255-425 PROSOCO INC. BLOCK GUARD AND GRAFFITI CONTROL #40093 EXTERIOR ACME BRICK CO., 8" NOM. 2 1/4" MODULAR BRICK, COLOR: BURGANDY, MORTAR COLOR 'WHITE' 3. ALL DOWN SPOUTS ARE TO BE PAINTED TO MATCH THE COLOR OF THE WALL ELEVATIONS ®i■MARSHMALLOW SW 7001 ........ AT ENTRY AND SIDE ELEVATIONS TO BE BRICK COLOR M-8. MATERIAL BEHIND IT. 4. ALL WOOD TRIM AT SOFFITS,TO • COMPOSITION SHINGLE -••• LANDMARK• AR, COLOR:- ACME BRICK CO., 8" NOM. 2 1/4" MODULAR BRICK, COLOR: GLACIER WHITE, MORTAR COLOR 'WHITE' 5. ALL EXTERIOR LIGHTS ARE TO BE ON PHOTO CELL. TYPICAL OF AL& 4" NATURAL LIMESTONE BLOCK, SALADO QUARRY. MORTAR COLOR 'WHITE' 6. GUTTERS TO BE SLOPED PER MANUFACTURER TO ENSURE PROPER DRAGI" PRE -CAST STONE WATERTABLE AND SILL, COLOR: WHITE, SEE A-5 FOR PROFILES 7. FINISH GRADE TO BE MIN. 6" BELOW FINISH FLOOR. P IL .;low Sheet 6 of 8 •- 1 1 SHEATHING OVER WALL, REF: STRI BUILDING PAPER FLASHING CONT. FLASHING 14, PROVIDE ALC ARCH PROFILE FULLY GROUNTEE BRICK FOR ARCI- Z TIES TO CONN MASONRY AT 16' COLUMN IN WALL BEYOND WALL SECTION SCALE: 1-1/2" = 1'- 0" DETAIL C .1_r KEYED SECTIONS NOTES 1. ASPHALT COMPOSITION SHINGLE ROOF CONTINUOUS RIDGE VENTS. CUT DECKING BACK 3" FOR AIR GAP AT RIDGE (1 X" ON EACH SIDE). SEE WWW.TAMKO.COM FOR ADDITIONAL APPLICATION INSTRUCTIONS. 2. ARCHITECTURAL COMPOSITION SHINGLES OVER 30# FELT UNDERLAYMENT OVER TYPE CDX PLYWOOD ROOF DECK, REF: STRUCT FOR SIZE. 3. EAVE FLASHING, 4" END LAPS W/CONT. CAULK AT LAPS. SEE MANUF. INSTALLATION DETAILS. 4. FLASHING AS SHOWN IN DETAILS - PAINTED TO MATCH ADJACENT BRICK MATERIAL (COLOR MATCH M-5). 5. PREFINISHED ALUMINUM GUTTER, PC -5. 6. CURVED WATER RESISTANT GYP. BD. WITH ORANGE PEEL FINISH PAINT SOFFIT, PC -4. 7. STAMPED CONCRETE AT FRONT PORCH. SEE STRUCTURAL FOUNDATION PLANS AND SEE DETAILS ON A-1. 4 WALL SECTION SCALE: 3/4" = 1'-0" ITIO (TION SI AND DI HNICAL STRUCTURAL ENGINEER. 8. CDX EXT PLYWOOD SHEATHING, REF: STRUCT 9. DUPONT TYVEK COMMERCIALWRAP AIR AND WATER BARRIER, OVERLAP FLASHING 10. AIR GAP 11. ALUMINUM OR VINYL SIDING OVER 2x8 WOOD FASCIA, PC -5. 12. MDF RETURNS ON ALL WINDOWS. 13. 1/2" GYP. BD. W/MESH TAPE, ON 2x6 WOOD STUDS AT 16" O.C. WITH R-21 BATT INSULATION. 14. HOT DIPPED GALVANIZED MASONRY ANCHORS/WALL TIE BACKS @ 16" OC HORIZONTALLY MAX. AND 16" OC VERTICALLY MAX. 15. 2x6 BLOCKING NAILED TO TRUSSES TO CARRY SOFFIT. 16. CONTINUOUS VINYL SOFFIT VENTS- TYPICAL, KEEP INSULATION CLEAR FROM AIR FLOW, PC -5. 0_ 3 WALL SECTION SCALE: 3/4" = 1'-0" 17. 1 1/2" LIMESTONE VENEER M-10 OVER 4" CMU BLOCK BASE. 18. MORTAR DEFLECTION DEVICE. 19. PRECAST CONCRETE WATERTABLE OR SILL, REF: A-5. 20. 1 1/2" x 5 1/2" BRICK LEDGE WITH CONT. METAL DRIP EDGE SET IN MASTIC OR SEALANT. 21. SCHEDULED BRICK, COLOR M-5. 22. 5/8" GYP. BD. CEILING W/MESH TAPE, ATTACHED TO TRUSS. 23. 2x WOOD BLOCKING/NAILER. 24. UNFACED BATT INSULATION- R-60 MIN TYP. ALL AREAS. INSUL. TO BE LIGHTING RATED. 25. WOOD TRUSSES, RE: STRUCTURAL 26. CONT. FLEXIBLE BASE FLASHING, EXTEND FROM MIN. 8" A.F.F. TO EDGE OF SLAB 25 27. ELECTRIC DRINKING FOUNTAINS, RE: PLUMB ® 28. SCHEDULED BRICK, COLOR M-8. 91O 29. PRECAST CONCRETE KEYSTONE, SEE A-5. 30. SCHED. DOOR AND TRACK (BEYOND) TO EXTEND 13'-6" A.F.F. 31. SCHEDULED DOOR AND FRAME. 32. SCHEDULED WINDOW AND FRAME +> 33. PROVIDE WEEP HOLES/VENTS IN BOTTOM OF STONE/BRICK BASE COURSE, AND ABOVE MASONRY LINTELS EVERY 24" O.C. 34. FINISH GRADE, MIN. 7 1/2" BFF AT LANDSCAPE AREAS, REF: CIVIL 35. CONCRETE SLAB, REF: STRUCT 36. FOUNDATION WALL, REF: STRUCT 1 37. 5/8" SMOOTH. PLYWOOD (SANDED) TO 7'-0" AFF AND 5/8" GYP. BD. W/MESH TAPE FROM 7'-0" AFF TO CEILING - PROVIDE METAL TRANSITION BETWEEN FINISHES TO CREATE STRAIGHT EDGE, ON 2x8 WOOD STUDS AT 16" O.C. WITH R-21 BATT INSULATION. 38. CONT. FLEXIBLE WINDOW/DOOR FLASHING. USE FLASHING END DAMS AT EDGES OF OPENINGS. 39. 2 LAYERS 3/4" PLYWOOD CURVED TO MATCH ARCH, SECURED TO BRICK AND OFFICE WALL TO SUPPORT WOOD BLOCKING FOR PORCH CEILING FINISH. 40. SCHEDULED TRIM, REF: A-8 41. 1 1/2" THIN BRICK VENEER TO MATCH M-5. 42. 4"x4"x1/4" STEEL LINTEL, PER STRUCT, PAINTED WHITE 43. NOT USED. 44. SOFFIT VENT BAFFLE, REF: STRUCT DETAIL NOTING NOTCHES IN BLOCKING TO ALLOW FOR SOFFIT CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com 25 25 M N C12 N � AA v0� �o�o +� LO c ,-, x ® El 91O ® ® ® ®'F� +> � co n Q ® N bC 25 25 M N C12 N � AA v0� �o�o +� LO c ,-, x ® El 91O ® ® ® 2 WALL SECTION SCALE: 3/4" = 1'-0" _&WALL SECTION CAA SC 3/4" = 1'- 0"11alng �P�OF C0 4 o99a CO JOHN A. O BRUTSCHE * Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Plan Review Comments Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: WALL SECTIONS A11111111111116 9RH-1-2020 1. ® BUILDING PAPER TO OVERLAP FLASHING THRU WALL CONT. FLASHING AT 9'-4" A.F.F. OVER rz_ COUNTER FLASHING CONT. COUNTER FLASHING OVER ROOF FLASHING RODE FLASHING UP WALL \ � UNDER COUNTER FLASHING SINGLE PLY ROOF OVER ROOF FLASHING THIN BRICK ON STUCCO SCRATCH COAT OVER BUILDING PAPER CONT. COUNTER FLASHING OVER ROOF FLASHING. FLASHING TO BE ANGLED TO MATCH ROOF SLOPE. SELF ADHERED FLEXIBLE ROOF FLASHING ON ROOF DECK AND MIN. 12" UP SIDE WALL ROOFING, M-6 1 I CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com ffi k ffa 8„ 11 11 8„ 23 23 "IX ® REF. STRUCT FOR Q) Q)® CONNECTIONS ® ® 6B/A-6.1 O WALL SECTION DETAIL WALL SECTION DETAIL 00 SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" 25 141 I ® p 1 14I 1 C:d $.0 11 8> D 23 ® ® 23 ® ® 9) b ® ® 25 —A g WALL SECTION SCALE: 3/4" = 1'-0" 1 )N NOTE: )N SLAB AND JD DEPTH TO ICAL REPORT �IKuuiuKAL ENGINEER. REF: S-6 & S-7 8 WALL SECTION SCALE: 3/4" = 1'-0" 7 WALL SECTION SCALE: 3/4" = 1'-0" 6 WALL SECTION SCALE: 3/4" = 1'-0" 24 (*?BRL98CHE'\ pF CO'O1 e JOHN A O22 Ana 13 40 12 32 I 12 40 10 14 00 9 N 8 13 I d 4. 4r36 F,e' CAA 0 5WALL SECTION SCALE: 3/4" = 1'-0" Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 112/11/20 - Revision 1 - Per I City Plan Review Comments Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: I WALL SECTIONS A-6.1 9RH-1-2020 o o �' s~ LO x •� C-2 r- r - 24 (*?BRL98CHE'\ pF CO'O1 e JOHN A O22 Ana 13 40 12 32 I 12 40 10 14 00 9 N 8 13 I d 4. 4r36 F,e' CAA 0 5WALL SECTION SCALE: 3/4" = 1'-0" Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 112/11/20 - Revision 1 - Per I City Plan Review Comments Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: I WALL SECTIONS A-6.1 9RH-1-2020 ROOF TRUSSES, RE: STRUCTURAL ALUMINUM OR VINYL SIDING OVER 2"x8" WOOD RAKE, PC -5. WOOD BLOCKING BRICK, COLOR M-5 SEE DET. 1/A-5 FOR LIMITS I 2x WOOD RAFTER FRAMING ON ENTRY ELEMENT ONLY CURVED WATER RESISTANT GYP. BD. WITH ORANGE PEEL I FINISH, PAINTED PC -4. CAST KEYSTONE WOOD BLOCKING— BRICK, COLOR M-5 Y LLL V. TV -11 I/4 I SCHEDULED DOOR AND FRAME BRICK, COLOR M-8 PRE -CAST WATERTABLE I M-11 LIMESTONE, M-10� STAMPED CONCRETE PORCH, MAX. 2% SLOPE REFER TO DETAIL ON SHEET A-1---. CDX PLYWOOD ROOF DECK, REF: STRUCT ALUMINUM OR VINYL COVERED RAKE BOARD MATCH PC -5 MANUFACTURED WOOD TRUSSES l+14'-1 1 /2" A.F.I GARAGE CEILING B.O. TRUSS SCHEDULED CEILING THIN BRICK VENEER ON GARAGE GABLE OVER OFFICE PORCH BEAM BEYOND I 5/8" GYP. BD. ATTACHED TO TRUSSES. 12x BLOCKING ON OFFICE WALL ITOP PLATE FOR PORCH BEAM SUPPORT [-1/2" GYP. BD. ON 2"x6" WOOD ISTUDS AT 16" O.C. WITH R-21 BATT INSULATION I I I l J SCHEDULED 0' DOOR AND TR 1/2" GYP. BD. ON 2"x4" STUDS AT 16" O.C. 4 BUILDING SECTION SCALE; 3/8" = 1'-0" 3" CONDUIT MOUNTED - AT 78" A.F.F. AND RUN INTO ATTIC SPACE FOR LOW VOLTAGE WIRING 12 16 R-48 UNFACED BATT INSULATION WINDOWS AS SCHEDULED 1/2" GYP. BD. ON 2"x6" WOOD STUDS AT 16" O.C. WITH R-21 I I a BATT INSULATION 0 2/A-6 %� --WOO I t RE: PLD DECK ' I PLYWOOD DEC TECH RESTROOM I I I I I I I CONT. FLASHING, REF: 6B/A-6.1 ,y 2"x8" CONTINUOUS NAILER ALUMINUM GUTTER, MATCH ADJACENT SURFACE, PC -5 ELEV. +9 -1 112 Y ALUMINUM OR VINYL SIDING OVER WOOD FASCIA, AND VINYL VENTED SOFFIT, MATCH PC -5 FINISHED GRADE CONCRETE FOOTING, RE: STRUCTURAL ALUMINUM OR VINYL COVERED RAKE BOARD MATCH PC -5 THIN ADHERED BRICK VENEER TO MATCH BRICK M-5 E Al FOR FLASHING DETAIL PLYWOOD FINISH TO Ul rUK CEILING AT PILASTERS TOP OFT ECOHORESTIROOM CO II AT GARAGE DOORS, WALL, AINT TO MATCH ro �` I L TYP, 0000000000 0 0000 n nn nrinnnnnnnnnI METAL ACCESS LADDER TO DECK COMPRESSED AIR LINE ABOVE RESTROOM, PAINT__D PC -6. PAINTED TO MATCH N INTERIOR FACE OF I PAINT COLOR COLOR WALL PAINTED PAINT COLOR ALIG N COLOR PC -12 PC -12 PC -12 PAINT COCOA PAINT COLOR INTERIOR FACE OF WALL PAINTED COLOR PC -7 l_ x / ¢ w ELECTRIC AIN—KING FOUTAINS / / J OPEN RE: TO PLUBI 0 ®o M / M N,G SECURITY BAR FOR w 0 / In 0 D N DOOR MOUNTED TO 0 w HOUR DURING BUSINESS 'DOOR PC -6 ALL a- FIRE EXTINGUISHER �� o METAL LADDER A CHORE TO WALL v EVERY 2'-0', PR VIDE B OCKING IN WALL FOR ANCHORING. N .L n' -n" �. METAL LADDER q LTED 0 FLOOR. I / \ CROSS SECTION 2 LOOKING TO FRONT SCALE: 3/8" = 1'- 0" FOUNDATION NOTE: FOUNDATION SLAB AND FOOTER DESIGN AND DEPTH TO BE PER GEOTECHNICAL REPORT AND STRUCTURAL ENGINEER. REF: S-6 & S-7 2'-0" I ■ I I I I I "/A-6.1//%--------mill� SEE E-2.01 FOR ELECTRICAL INTERIOR ELEVATIONS CROSS SECTION 1 LOOKING TO BACK SCALE: 3/8" = 1'- 0" TOILET ROOM 103 CABINET DIMENSIONS SCALE: 3/8" = 1'- 0" NOTE: GROMMETS: HILLMAN, SWIVEL TYPE, 2%"-K8, #881307 (BLACK). WIRE PULLS: GATEHOUSE, BRUSHED NICKEL, 3" PULL, #5271-3". CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com N o COMPOSITION SHINGLE ROOF, M-6 .Ci N O•� �rn o CDX PLYWOOD ROOF DECK, REF: STRUCT � 0 o I I MANUFACTURED WOOD TRUSSES U1� LIM •� I I I I ALUMINUM OR VINYL � COVERED RAKE BOARD co I I I I MATCH PC -5 I I I I +14'-1 1/2" A.F.F. L GARAGE CEILING C:d bD I I I I B.O. TRUSS I I I I I I UNFACED BATT INSULATION R-48 awm Imam I I 6 18688881 Ad +9'-1 1/2" A.F.F., lug" OFFICE CEILING B.O. TRUSS`( +8' 0" A.F.F. TECH RESTROOMCEILIN r --I I I SCHEDULED CEILING SCHEDULED WINDOW OPEN I SCHEDULED DOOR FRA AND E M I I Pb5al Rsvo c�N I I UrDe I I CAIA � oc G'1o'ig9 olds 0'-0„ I FINISH FLOOR I� I I I FINISH GRADE CONCRETE SLAB - RE: STRUCTURAL FOUNDATION WALL - RE: STRUCTURAL ♦ / CONCRETE FOOTINGS - RE: STRUCTURAL mill CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com v� N o .Ci N O•� �rn o � 0 o U1� LIM •� C-2 ®•� � co C:d bD ® Q .F=1 N - r --I v� N o .Ci N O•� �rn o � 0 o U1� LIM •� C-2 �P�OF CO`o9- CO JOHN A. O BRUTSCHE� Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Plan Review Comments Project No. 20-13 Drawn By: Y Date: 10/28/20 Sheet Title: BUILDING SECTIONS A1111111117mill 9RH-1-2020 PAINT COMP. AIR LINES TO ATCH WALL, TYP. 0 I0 I m IL TANK +14'-1 1/2" A GARAGE CEILIN B.O. TRUSS SCHEDULED DOOR AND TRACK LOUVER L-1, REF: MECH, TO BE LOCATED AT THE PILASTER CENTERLINE BETWEEN BAYS 8&9. CENTER OIL LINE ACROSS FROM PILASTER BTWN BAY 6 & 7 12' 8" FOR 'FAN 12'-8" o� T -STAT I o SWI H/ HEATER 3 & 4 I 8'-4" FOR 'FAN QUAD ;LOCATI;ON SWI H/ W BAY 9 BAY 8 BAY 7 �1 LONG SECTION LOOKING TO BACK m■ SCALE: 3/8" = 1'- 0" 12 6 1- IN 12 6 11'-0" w cJi wPAINT COLOR UNi J PC -12 I I 3'-6„ a 0 SWITCH FOR J w HE TER .F.F. V) DISCON ECT z w PAIN CCCLOR H E RESTR00 CEILIN .I,J-� � PAIN COLOR 0 I0 I m IL TANK +14'-1 1/2" A GARAGE CEILIN B.O. TRUSS SCHEDULED DOOR AND TRACK LOUVER L-1, REF: MECH, TO BE LOCATED AT THE PILASTER CENTERLINE BETWEEN BAYS 8&9. CENTER OIL LINE ACROSS FROM PILASTER BTWN BAY 6 & 7 12' 8" FOR 'FAN 12'-8" o� T -STAT I o SWI H/ HEATER 3 & 4 I 8'-4" FOR 'FAN QUAD ;LOCATI;ON SWI H/ W BAY 9 BAY 8 BAY 7 �1 LONG SECTION LOOKING TO BACK m■ SCALE: 3/8" = 1'- 0" 12 6 1- IN 12 6 11'-0" w cJi wPAINT COLOR UNi J PC -12 I I (o w AINT COLOR DOSE J PC -7 o BIB o Z .F.F. o QUAD o 220-r- 0- o I ® I n OUT ET o ■ 10 QU D N H E RESTR00 CEILIN 6'�0 1/4" 6'-0" 6'-0" 8'-8" I ry n 0 0 10� BAYS OIL LINE AT 102" A.F.F. SECURED TO THE WALL VIA UNI—STRUT, PAINTE� PC -12 TO MATCH WALL CENTER OIL LINE ACROSS FROM PILASTER BTWN -BAY 3 & 4 12' 2" 6'-10" FOR AN ■ QUAD HER 10 OSE PHONE/DATA SWI H/ BIB QUAD I I SHOP SINK - LOCATION BAY 5 BAY 4 OIL LINE NOTES: - OIL LINES IN TECH AREA WILL BE PROVIDED AND INSTALLED BY OWNERS VENDOR. - G.C. TO PAINT OIL LINES AFTER INSTALLATION TO MATCH ADJACENT SURFACE. - OIL LINE TO BE 5/8" O.D., 0.049 WALL SEAMLESS HYDRAULIC TUBE, CODE J524 - OWNERS VENDOR TO BLOW LINE OUT AND PRESSURE TEST. PAINT COMP. AIR LINES TO MATCH WALL, TYP. • CROSS SECTION LOOKING TO COMPRESSOR ROOM SCALE: 3/8" = 1'- 0" FIRE EXTINGUISHER 5'-0" %J PENETRATION THROUGH WALL FOR SUPPLY LINE FROM COMPRESSOR ROOM 6J DOOR SECURITY BAR MOUNTED TO WALL DURING BUSINESS HOURS LONG SECTION LOOKING TO FRONT SCALE: 3/8" = 1'- 0" El 3" CONDUIT MOUNTED AT 78" A.F.F. AND RUN INTO ATTIC SPACE FOR LOW VOLTAGE II II II II IIWIRING n pbbottAspn,. CAA CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com N I I - +9'-1 1/2" A.F.F. PAINT OLOR Q�±&"-A�0 .F.F. � v0� O o v�� OFFICE CEILIPC-12 .'.0Cq I -r E RESTR00 CEILIN B.O. TRUSS 12' 8" PAINT OLOR 12'-8" FOR FANS' -4" 10'-0" �® �j T -STAT► ■o ova arw o QU D HEATER SWI H/ HON I I ar"117oI r --I N 'MEN _ 0" BOTTOM OF R CEWAY AT ELECTRIC WATER SERVICE in ------0' NISH FLOOR WORK BENCH 2'-0" MIN. AB VE FINISH PANELS ENTRY TIGHT FLOOR TO CORNER BAY 3 BAY 2 BAY 1 FOUNDATION NOTE: FOUNDATION SLAB AND FOOTER DESIGN AND DEPTH TO BE PER GEOTECHNICAL REPORT AND STRUCTURAL ENGINEER. REF: S-6 & S-7 PLYWOOD FINISH TO CEILING AT PILASTERS AT GARAGE DOORS, TYP. LLI+14'-1 1 2" A.F.F. GARAGE CEILING a B.O. TRUSS 0 N II II PAINT COMP. I I I AIR LINES TO ¢ MATCH WALL, TYP. a o 0 DOOR SECURITY BAR X HOS - w MOUNTED TO WALL Je mQ BI w DURING BUSINESS 7w Q• U HOURS C FIRE EXTINGUISHER 0 0 0 0 0 0 0'-0" 4 pbbottAspn,. CAA CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com v� N o � � v0� O o v�� LO x .'.0Cq I -r r— Q) r --I v� N o � � v0� O o v�� LO x .'.0Cq I -r r— �7JOHN A B�RUMCHE,, Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Plan Review Comments Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: BUILDING SECTIONS A111111111702 9RH-1-2020 STRUCTURAL ABBREVIATIONS STRUCTURAL ABBREVIATIONS # POUND(S), NUMBER INT INTERIOR & AND J/BRG JOIST BEARING (E) EXISTING JG JOIST GIRDER @ AT JG/BRG JOIST GIRDER BEARING AB ANCHOR BOLT JST JOIST ADDL ADDITIONAL JT JOINT ALT ALTERNATE kip 1,000 POUNDS APPROX APPROXIMATE(LY) ksi kips PER SQUARE INCH ARCH ARCHITECT(URAL) LB POUND B/FTG BOTTOM OF FOOTING LLH LONG LEG HORIZONTAL BLDG BUILDING LLV LONG LEG VERTICAL BLKG BLOCKING MAX MAXIMUM BM BEAM MECH MECHANICAL BMD BOTTOM OF METAL DECK MEZZ MEZZANINE BOT BOTTOM MFR MANUFACTURER BP BASE PLATE MIN MINIMUM BRIG BEARING MISC MISCELLANEOUS BTWN BETWEEN MTL METAL C -C CENTER TO CENTER NTS NOT TO SCALE CANT CANTILEVER(ED) oc ON CENTER CFS COLD -FORMED STEEL OPNG OPENING CIP CAST -IN-PLACE PAF POWER -ACTUATED CJ CONTROL OR CONST JOINT FASTENER CL CENTER LINE PARA PARAPET CLR CLEAR PEMB PRE-ENGINEERED METAL CMU CONCRETE MASONRY UNIT BUILDING (MANUFACTURER) COL COLUMN PIL PILASTER CONC CONCRETE PL PLATE CONN CONNECTION PLYWD PLYWOOD CONST CONSTRUCTION psf POUNDS PER SQUARE FOOT CONT CONTINUOUS PTDF(L) PRESSURE TREATED DOUGLAS FIR (LARCH) CTR CENTER PTSPF PRESSURE TREATED DBL DOUBLE SPRUCE PINE FIR DC DEMAND CRITICAL (WELD) PTSYP PRESSURE TREATED deg DEGREE SOUTHERN YELLOW PINE DF (L) DOUGLAS FIR (LARCH) REINF REINFORCED, REINFORCING dia DIAMETER READ REQUIRED DIM DIMENSION SCHED SCHEDULE do/DO DITTO SHTG SHEATHING DWG DRAWING SIM SIMILAR DWL DOWEL SPF SPRUCE PINE FIR EA EACH STD STANDARD EF EACH FACE STL STEEL EL ELEVATION STRUC STRUCTURAL ELEV ELEVATOR SYP SOUTHERN YELLOW PINE EMB EMBEDMENT T&B TOP AND BOTTOM EQ EQUAL T&G TONGUE AND GROOVE ETC ET CETERA T/BRG TRUSS BEARING EW EACH WAY T/CONC TOP OF CONCRETE EXP EXPANSION T/FTG TOP OF FOOTING EXT EXTERIOR T/PAN TOP OF PANEL FDN FOUNDATION T/PARA TOP OF PARAPET FF FINISH FLOOR T/PIL TOP OF PILASTER FIN FINISH T/S TOP OF SLAB FLR FLOOR T/STL TOP OF STEEL FRMG FRAMING TYP TYPICAL FTG FOOTING UNO UNLESS NOTED OTHERWISE FV FIELD VERIFY USGS US GEOLOGICAL SURVEY ga GAUGE VAR VARIES GALV GALVANIZE(D) VERT VERTICAL GLB GLUE -LAMINATED BEAM w/ WITH HGR HANGER WHS WELDED HEADED STUD(S) HK HOOK WP WORK POINT HORIZ HORIZONTAL WWR WELDED WIRE HSS HOLLOW STRUCTURAL REINFORCEMENT SECTION DEFERRED SUBMITTALS THE FOLLOWING DESIGN ELEMENTS MUST BE SIGNED & SEALED BY A PROFESSIONAL ENGINEER (PE/SE) REGISTERED IN THE STATE WHERE THIS PROJECT IS LOCATED, AND SUBMITTED TO THE ENGINEER OF RECORD. DESIGNED DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW AND RECORD. 1. PRE -FABRICATED WOOD TRUSS CALCULATIONS AND FABRICATION DRAWINGS INCLUDING: A. PLAN AND DETAILS FOR THE LOCATIONS OF ALL ERECTION/TEMPORARY AND PERMANENT LATERAL AND DIAGONAL BRACING AND/OR BLOCKING. B. FRAMING PLAN LAYOUT (DIMENSIONED AND TO SCALE). C. EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED, OR OTHERWISE HAVE PERMANENTLY AFFIXED THERE TO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD. a. IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS b. DESIGN LOADS C. TRUSS SPACING BUILDING CODES AND STANDARDS USED FOR DESIGN BAR SIZE 1. INTERNATIONAL BUILDING CODE 2018 EDITION MAX OCCUPANCY CATEGORY: II INTENDED USE DESIGN LOADS WATER-CEMEN 1. DESIGN LOADS 5,000psi ROOF LIVE LOAD: 20 psf 2. SNOW LOAD DESIGN CRITERIA INTERIOR SLAB ON GRADE GROUND SNOW LOAD, Pg: 30 psf FLAT ROOF SNOW LOAD. Pf: 21 psf SNOW EXPOSURE FACTOR, Ce: 1.0 SNOW LOAD IMPORTANCE FACTOR, I: 1.0 THERMAL FACTOR, Ct: 1.0 3. WIND LOAD DESIGN CRITERIA 19 WIND IMPORTANCE FACTOR, I: 1.0 BASIC WIND SPEED: 135 MPH (3 SEC GUST) WIND EXPOSURE CATEGORY: C GCpi: +/-0.55 POSITIVE WIND ROOF PRESSURES (ASD VALUES): 0.48 -ZONE 1 11.6 psf - ZONE 2&3 11.6 psf NET UPLIFT VALUES (ASD VALUES): ALL CONCRETE NOT -ZONE 1 30.4 psf - ZONE 2 38.9 psf - ZONE 3 45.0 psf -'a' DIMENSION 3.2 ft 4. SEISMIC LOAD DESIGN CRITERIA 60 SEISMIC IMPORTANCE FACTOR, I: 1.0 SITE CLASS: D SPECTRAL RESPONSE ACCELERATION: Ss=0.226g, S1=0.050g SPECTRAL RESPONSE COEFFICIENTS: Sds=0.241g, Sd1=0.080g SEISMIC DESIGN CATEGORY: B BASIC SEISMIC -FORCE RESISTING SYSTEM: LIGHT -FRAMED WALLS SHEATHED w/ WOOD STRUCTURAL PANELS SEISMIC RESPONSE COEFFICIENT, Cs: 0.011 RESPONSE MODIFICATION FACTOR, R: 6.5 SYSTEM OVER -STRENGTH FACTOR, OMEGAo: 2.5 DEFLECTION AMPLIFICATION FACTOR, Cd: 4 ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE GENERAL STRUCTURAL NOTES 1. THIS DRAWING SET IS TO BE VIEWED AS A WHOLE AND COORDINATED WITH ARCHITECTURAL, MECHANICAL, CIVIL, AND OTHER DISCIPLINES. ALL WORK PERTAINING TO A SPECIFIC CONTRACTOR MAY OR MAY NOT BE SHOWN ON SPECIFIC DRAWING SECTIONS. IT IS EACH SUBCONTRACTOR'S RESPONSIBILITY TO PREPARE HIS BID FROM A COMPLETE SET OF PLANS. 2. THE CONTRACTOR SHALL FOLLOW WRITTEN DIMENSIONS ONLY. DO NOT SCALE DRAWINGS. DIMENSIONS NOT SHOWN ON PLAN TO BE COORDINATED WITH ARCHITECTURAL PLANS. 3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY AT ANY SIMILAR SITUATION ELSEWHERE ON THE JOB, EXCEPT WHERE A DIFFERENT DETAIL OR SECTION IS SHOWN. 4. THE STRUCTURE SHALL BE ADEQUATELY BRACED AND SHORED DURING ERECTION AGAINST WIND AND ERECTION LOADS. STRUCTURAL MEMBERS ARE DESIGNED FOR "IN-PLACE" LOADS ONLY. 5. BRACE ALL BELOW GRADE WALLS UNTIL FLOOR STRUCTURE IS IN PLACE & CONCRETE OR PLYWOOD FLOOR DIAPHRAGM IS IN PLACE. 6. THE GENERAL CONTRACTOR SHALL VERIFY ALL OPENING SIZES, PAD SIZES, AND LOCATIONS WITH THE RESPECTIVE CONTRACTORS. 7. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS. 8. THE VARIOUS SUBCONTRACTORS ARE RESPONSIBLE FOR PLACING SLEEVES, OUTLET BOXES, ANCHORS, VENT OPENINGS, ETC. THAT MAY BE REQUIRED IN FOUNDATION WALLS. CONSTRUCTION MANAGER SHALL COORDINATE ALL PLACEMENT OF ITEMS IN FOUNDATION WALLS. 9. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS AND INFORMATION. 10. ALL ELEVATIONS GIVEN ARE REFERENCED TO FINISHED FLOOR ELEVATIONS AT 100'-0", UNLESS SHOWN AS USGS ELEVATIONS. 11. WHERE GENERAL NOTES OR TYPICAL DETAILS CONTRADICT INFORMATION PROVIDED IN BUILDING SECTIONS, THE BUILDING SECTIONS TAKE PRECEDENCE. 12. ALL HOLES THROUGH CONSTRUCTION SHALL BE CORE DRILLED OR SAWCUT. 13. ALL STAIR STRINGERS, LANDINGS, AND HANDRAILS TO BE DESIGNED AND FABRICATED BY STAIR FABRICATOR. 14. WHERE INFORMATION PROVIDED IN THESE STRUCTURAL DRAWINGS CONTRADICTS INFORMATION PROVIDED IN PROJECT SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE. 15. FOR ARCHITECTURAL, MEP, & STRUCTURAL COORDINATION: MODELED ELEMENTS SHOWN ON STRUCTURAL DRAWINGS SUCH AS TRUSSES, OPEN -WEB JOISTS, AND JOIST GIRDERS, ARE NOT THE FINAL CONFIGURATION. ALL COORDINATION SHALL BE PERFORMED BETWEEN THE VARIOUS TRADES AND THE SUPPLIERS OF THESE ELEMENTS ON THE STRUCTURE, NOT WITH THE STRUCTURAL MODEL. SHOP DRAWING AND SUBMITTAL NOTES 1. SHOP DRAWINGS AND/OR SUBMITTALS SHALL BE FURNISHED FOR ALL STRUCTURAL COMPONENTS. UNLESS OTHERWISE NOTED, THESE SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION IN ACCORDANCE WITH THESE CONTRACT DRAWINGS, AND PROJECT SPECIFICATIONS (IF APPLICABLE). CONTRACTOR SHALL ALLOW A MINIMUM OF 2 WEEKS FROM RECEIPT OF SHOP DRAWINGS FOR CASE ENGINEERING TO PROVIDE RESPONSE. 2. PRIOR TO SUBMITTAL TO THE ENGINEER, THE CONTRACTOR AND ARCHITECT SHALL HAVE REVIEWED THE SHOP DRAWINGS AND MADE ANY CORRECTIONS REQUIRED. THE CONTRACTOR AND ARCHITECT SHALL STAMP AND SIGN THE DRAWINGS, INDICATING THE SUBMITTAL HAS BEEN REVIEWED. 3. STRUCTURAL DRAWINGS ARE THE SOLE PROPERTY OF CASE ENGINEERING. REPRODUCTION OF STRUCTURAL DRAWINGS FOR USE IN SHOP DRAWING SUBMITTALS IS NOT ACCEPTABLE WITHOUT OUR WRITTEN AGREEMENT. EXCAVATION AND EARTHWORK NOTES 1. THE BEARING VALUE AND LATERAL EARTH PRESSURES OF THE SOILS IS PER REPORT BY: WESTERN TECHNOLOGIES, INC JOB No. 3129JS097, DATED JANUARY 8, 2020. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING NET ALLOWABLE BEARING AND LATERAL EARTH PRESSURES (ALLOWABLE BEARING PRESSURES MAY BE INCREASED BY 33 PERCENT FOR WIND AND SEISMIC LOADS): • SPREAD FOOTINGS 2,500psf 2. WATER LEVELS INDICATED ON THE BORING LOGS MAY BE SUBJECT TO SEASONAL AND/OR ANNUAL VARIATIONS. A DEWATERING SYSTEM OF SUFFICIENT CAPACITY SHALL BE INSTALLED AND OPERATED TO MAINTAIN THE CONSTRUCTION AREA FREE OF WATER AT ALL TIMES. 3. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED, PRIOR TO CONCRETE PLACEMENT, BY A SOILS ENGINEER TO VERIFY SUITABLE BEARING MATERIAL OF CAPACITY AS SPECIFIED. 4. NOTIFY THE OWNER'S REPRESENTATIVE WHEN ADDITIONAL EXCAVATION IS REQUIRED TO REACH SUITABLE BEARING MATERIAL. 5. THE SOILS ENGINEER SHALL CERTIFY IN WRITING THAT ALL FOUNDATIONS WERE PLACED ON SOIL WITH THE BEARING VALUE AS SPECIFIED. 6. WITHIN THE EXCAVATION AREA OF FOUNDATIONS, ALL VEGETATION, TOPSOIL, PREVIOUSLY PLACED FILL AND UNSUITABLE SOILS SHALL BE REMOVED. ALL FOOTINGS TO BEAR ON VIRGIN SOIL OR PROPERLY PLACED AND COMPACTED ENGINEERED FILL. 7. FOUNDATION DESIGN DOES NOT ACCOUNT FOR WINTER CONSTRUCTION. ANY UNENCLOSED / UNHEATED SPACES SHALL BE ADEQUATELY PROTECTED AGAINST FROST DURING WINTER CONSTRUCTION BY THE CONTRACTOR. 8. IF ANY SOFT SPOTS, OR AREAS QUESTIONABLE FOR ANY REASONS ARE ENCOUNTERED BY THE CONTRACTOR, ARCHITECT/ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT ANY REQUIRED ACTION MAY BE TAKEN PRIOR TO CONTINUATION OF CONSTRUCTION IN THAT AREA. 1. ALL CONCRETE WORK INCLUDING FORMING, REINFORCING, MIXING, PLACING, AND CURING SHALL BE DONE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE PRACTICE INCLUDING "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE", ACI 301 LATEST EDITIONS. 2. IT SHALL BE THE RESPONSIBILITY OF THE MIX DESIGN SUPPLIER TO PROPORTION MIXES APPROPRIATELY TO REACH THE REQUIRED DESIGN STRENGTH NOTED, AND SHALL BE APPROPRIATE FOR THEIR INTENDED USE. ADMIXTURES ARE OPTIONAL. HOWEVER, AIR -ENTRAINING ADMIXTURES SHALL BE USED FOR CONCRETE EXPOSED TO THE EXTERIOR OR FREEZE -THAW CYCLES. 3. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR EACH INTENDED USE ON THE PROJECT FOR REVIEW AND APPROVAL BY THE ENGINEER OF RECORD. CONTENTS OF THE MIX DESIGN SHALL COMPLY WITH, AND INCLUDE ALL INFORMATION REQUIRED BY, ACI 318, CHAPTER 5 (FOR 2011 AND EARLIER CODE EDITIONS), & CHAPTER 26 (FOR 2014 CODE EDITION). THIS INCLUDES, BUT IS NOT LIMITED TO NUMBER OF TESTS AND AGE OF TESTS INCLUDED IN THE MIX DESIGN REPORT. 4. ALL CONCRETE DENSITY SHALL BE NORMAL WEIGHT (145 pcf +/- 5) UNLESS OTHERWISE INDICATED. 5. FLY ASH ALLOWANCES: • 20% MAXIMUM BY WEIGHT IN FOOTINGS • 15% MAXIMUM BY WEIGHT IN SLABS 6. COORDINATE CONCRETE WORK WITH THAT OF OTHER TRADES TO ALLOW FOR SETTING OF SLEEVES, ACCESSORIES, ETC. 7. ALL REINFORCING STEEL, ANCHOR RODS, DOWELS, AND INSERTS SHALL BE WELL - SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. TEST CYLINDERS WILL BE REQUIRED (4 MINIMUM FOR 6"x12"), AND RECORDS OF RESULTS SHALL BE SUBMITTED TO ENGINEER OF RECORD (1 AT 7 DAYS, 2 AT 28 DAYS, ONE SPARE). ALTERNATIVELY, PROVIDE 5 MINIMUM 4"x8" CYLINDERS (1 AT 7 DAYS, 3 AT 28 DAYS, ONE SPARE). SLUMP TESTS ARE RECOMMENDED. 9. CONSTRUCTION JOINTS IN CONCRETE INDICATED WITH A ROUGH, CLEAN SURFACE SHALL HAVE A 1/4" AVERAGE AMPLITUDE. 10. ALL COLD JOINTS SHALL BE ROUGHENED AND CLEANED PRIOR TO PLACING CONCRETE. 11. ALL CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH IN ACCORDANCE WITH THE FOLLOWING: • (A) TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/- 1 1/2%. "N" IN COLUMN INDICATES THE ADDITION OF ENTRAINED AIR IS NOT REQUIRED, BUT IS PERMITTED. AIR ENTRAINMENT IS NOT RECOMMENDED FOR SURFACES TO BE GIVEN A SMOOTH, DENSE, HARD - TROWELED FINISH. COORDINATE FINISH REQUIREMENTS WITH ARCHITECTURAL DRAWINGS AND/ OR SPECIFICATIONS. CONCRETE TABLE BAR SIZE MINIMUM 28 MAX TOTAL AIR INTENDED USE DAY WATER-CEMEN LIMITS (MAX % 5,000psi STRENGTH fc T RATIO RATIO) (A) INTERIOR SLAB ON GRADE 4 ksi 0.48 3 FOOTINGS/FOUNDATION CASE 1 CASE 2 6 (WHERE WALLS 4 ksi 0.48 EXPOSED TO 19 28 17 EXT.) STRUCTURAL SLABS AND 29 43 6 (WHERE BEAMS 4 ksi 0.48 EXPOSED TO 34 #5 36 EXT.) ALL CONCRETE NOT 50 31 47 OTHERWISE SPECIFIED 4 ksi 0.48 6 REINFORCING STEEL NOTES 1. NON -WELDED STEEL BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. WELDED STEEL BAR REINFORCING SHALL CONFORM TO ASTM A706. 2. WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY AWS QUALIFIED WELDERS IN CONFORMANCE WITH AWS D1.1 USING E90 ELECTRODES FOR ASTM A615 REBAR, AND E80 ELECTRODES FOR ASTM A706 REBAR UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3. MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN CAST -IN-PLACE (NON - PRESTRESSED) CONCRETE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE DRAWINGS: A. CONCRETE CAST AGAINST EARTH = 3" B. CONCRETE EXPOSED TO WEATHER: • #6 BAR AND LARGER = 2" • #5 BAR AND SMALLER = 1 1/2" C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER (SLABS, WALLS, & JOISTS): • #14 BARS AND LARGER = 1 1/2" • #11 BARS AND SMALLER= 3/4" D. CONCRETE NOT EXPOSED TO EARTH OR WEATHER (BEAMS & COLUMNS): • PRIMARY REINFORCEMENT, TIES, STIRRUPS, & SPIRALS = 1 1/2" 4. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF ACI 315 (SP -66), DETAILS AND DETAILING OF CONCRETE REINFORCEMENT. 5. LAP SPLICE LENGTHS FOR BARS INSTALLED IN CONCRETE AND CMU SHALL BE IN ACCORDANCE WITH THE TABLE. TENSION LAP SPLICE LENGTH IN CONCRETE NOTES 1. FOR HORIZONTAL BARS, VALUES IN THE TABLE SHALL BE MULTIPLIED BY 1.3 WHERE MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW THE BAR. 2. VALUES IN THE TABLE SHALL BE MULTIPLIED BY 1.5 FOR EPDXY COATED BARS WITH CLEAR COVER LESS THAN 3 BAR DIAMETERS OR CLEAR SPACING LESS THAN 6 BAR DIAMETERS. MULTIPLY VALUES IN TABLE BY 1.2 FOR ALL OTHER EPDXY COATED BARS. 3. VALUES IN TABLE NEED NOT TO BE MULTIPLIED BY MORE THAN 1.7 DUE TO THE INCREASE FROM NOTES 1 AND 2. 4. LAP SPLICES IN TENSION ARE NOT PERMITTED FOR BAR LARGER THAN #11. A FULL MECHANICAL OR FULL WELDED SPLICE SHALL DEVELOP AT LEAST 1.25fy OF THE BAR. 5. WHERE CLEAR SPACING OF BARS BEING SPLICED IS AT LEAST 2 BAR DIAMETERS AND CLEAR COVER AT LEAST 1 BAR DIAMETER, USE CASE 1. FOR ALL OTHER BAR ARRANGEMENTS, USE CASE 2. 6. VALUES IN THE TABLE ARE BASED ON 60ksi REBAR. FOR OTHER REBAR YIELD STRENGTHS, MULTIPLY VALUES IN THE TABLE BY THE SPECIFIED YIELD STRENGTH DIVIDED BY 60. 7. WHERE BARS OF DIFFERENT SIZES ARE SPLICED, PROVIDED THE LAP LENGTH OF THE LARGER BAR. 8. WELDED WIRE REINFORCEMENT (DEFORMED OR PLAIN WIRE) SHALL BE LAPPED ONE FULL MESH SQUARE PLUS 2 INCHES MINIMUM, BUT NOT LESS THAN 12 INCHES. 9. REBAR IN ALL CONCRETE MEMBERS SHALL BE SPLICED IN ACCORDANCE WITH "TENSION LAP SPLICE LENGTH" TABLE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. TENSION LAP SPLICE LENGTH IN CONCRETE - 60 KSI REBAR TABLE (INCHES) BAR SIZE f = 3,000psi 3,000psi 3,500psi 3,500psi 4,000psi 4,000psi 5,000psi 5,000psi BAR SIZE CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 #3 22 33 20 30 19 28 17 25 #4 29 43 27 40 25 37 23 34 #5 36 54 33 50 31 47 28 42 #6 43 65 40 60 37 56 34 50 DEVELOPMENT LENGTH OF STANDARD HOOKS IN CONCRETE NOTES 1 2 3 4 VALUES IN TABLE ARE BASED ON 60ksi REBAR. FOR OTHER REBAR YIELD STRENGTHS, MULTIPLY VALUES IN THE TABLE BY THE SPECIFIED YIELD STRENGTH DIVIDED BY 60. SEE ACI 318 SECTION 12.5 FOR ALLOWABLE REDUCTIONS IN DEVELOPMENT LENGTH. IT SHALL NOT BE LESS THAN 8 BAR DIAMETERS OR 6 INCHES. VALUES IN THE TABLE SHALL BE MULTIPLIED BY 1.2 FOR EPDXY COATED BARS. HOOKED BARS ARE NOT CONSIDERED EFFECTIVE IN DEVELOPING BARS IN COMPRESSION. DEVELOPMENT LENGTH OF STANDARD HOOKS IN CONCRETE (INCHES) - 60 ksi REBAR TABLE BAR SIZE f'c = 3,000 psi f'c = 3,500 psi f'c = 4,000 psi f'c = 5,000 psi #3 9 8 8 7 #4 11 11 10 9 #5 14 13 12 11 #6 17 16 15 13 s P4bo! t �Ssp CAA o` C�xy,g CA E Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects irYc o 3r orate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com CIE CL) CM O coao cod w a _1.1P a O � O bt O � bt M CL) CM O coao cod w a _1.1P a 10/28/20 Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Permit Comments Project No. ICA -CO -20 Drawn By Date: Sheet Title: RH 10/28/201 GENERAL NOTES Drawing No. S� 9RH-1-2020 14' - 8" 8" CMU w/ #5 VERT @ 16"oc MARK Joe w/ HEAVY DUTY JOINT 4" SLAB -ON -GRADE CONC SLAB ON 10 MIL. POLY VAPOR REINF @ 16"oc TYP, UNO BARRIER ON 4" MIN. COMPACTED GRANULAR FILL w/#4 A.9 bo i © 5" SLAB -ON -GRADE CONC SLAB ON 10 MIL. POLY VAPOR BARRIER ON 4" MIN. COMPACTED GRANULAR FILL w/#4 DEFORMED REINF @ 1 -0 oc EW © W F I— Cd BARRIER ON 4" MIN. COMPACTED GRANULAR FILL w/#4 DEFORMED REINF @ V -0" 0c EW f s-7 O U m � LU Z C J LU U O S-7 S- Z O N O - o M p O bt O FF_ F S-7 O SLOPE 48'- 3 1/4" 177- 4" OUT -TO -OUT OF CONCR 36'- 1 1/2" 44'- 11 1/4" 13' - 5 1/2" 15' - 2" K TYP A 58'- 10.. 1 15' - p.. 1 6 s-7 � S10 � s-7 D EDGE OF SLAB & EDGE D F S-7 OFFOOTING, TYP S-7 D 6x6 POST G S-7 - — — — — — — — — — — — — — - - - - - - - - - - — — — — — — — — — — — - S777 -7 - - - A- - - B - - �- - - - T- - - - I - - I IF— CI o 2x6 FRAMING 16"oc w/ 15/32" 1 A I I I I I 2x8 FRAMING @ 16 oc w/ 15/32 I II @ C I 51 I o I 1 1 I I SHEATHING PER TYP DETAIL II SHEATHING PER TYP DETAIL 1 E I T I I I II (IN OFFICE AREA) ---------- I ------ I THICKENED SLAB o 1 CO CRETE SLAB SIZE & REINF I I s-7 I 1 I ___ C PER TYP DETAILS_-' I PER SLAB SCHED THIS SHEET511- S1 4 CJ I CJ CJI CJI -CJI ICJ CJ1 CJ 1 CJ1 4 ----CJ i _---_—CJ - _----_—_I II I I I N I I I I © FF = 100'-0" C II - -- 1 L A UNO I CJ =CONTROL JOINT 1 7_� i I I I I i i i PER TYP DETAILS I THICKENED SLAB PER TYP DETAIL© I I I I I 6x6 POSTSIMPSONI A❑ I I CJ!' -CJI-CJI ICJ CJ1-CJICJ!SCJ- CJ -- �-- I-- fi_ rt-- I WSW 24x14 -----------�----------�— -- --,--------- — --- � -- --- —�-----1-----------�--- -- — I CJ I I TRENCH DRAIN SIZE & I I—t---------------- INTERIOR CORNER BARS © I 1 FI I F- 100'-0" I I _ I I S-7 CJ I - I PER TYP DETAIL I I LOCATION TO BE _ SIMPSON WSW18x14 I - I C60RDINATED w/ PLUMBING 1 1 UNO r c I STRONG -WALL (4 THUS) 1 1 ©THICKENED SLAB o I I I A I I D T PER TYP DETAILS - S-7 1 s-7 B = I I I I I SIMPSON 00 s-7 0I I I I I L WSW 18x14' L4q 1 I I I I I I I 1 D H S10 H S10 H� H S10 H S10 H G A❑ 14'- 8" 2'- 8"V OUT -TO -OUT OF CONCRETE 4.0 3.0 FOUNDATION PLAN D s-7 D S-7 - ao - - - A.9 C? co co 00D S-7 S-7 S-7 ' 3' - 4" 12'- 0" 2' - 8" 2' - 8" 10' - 0" 2' - 811 S-7 10' - 0" 2' - 811 2.7 PLAN NOTES SCALE: 1/8" = 1'-0" 1. SEE SHEETS S-1 THRU S-5 FOR GENERAL NOTES AND TYPICAL DETAILS. 2. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS, SECTIONS, AND ELEVATIONS NOT SHOWN HEREON. 3. COORDINATE SIZE AND LOCATION OF ROUGH OPENINGS IN FLOOR OR WALLS WITH ARCHITECTURAL DRAWINGS. 4. ALL ELEVATIONS ARE REFERENCED FROM FINISHED MAIN FLOOR = 100'-0" • T/FTG = TOP OF FOOTING = PER PLAN • T/CONC = TOP OF CONCRETE = PER PLAN 5. ALL EXTERIOR WALL SHEATHING NOT SPECIFIED AS "SHEAR WALL SHEATHING" IS TO BE 1/2" OSB SHEATHING AND ATTACHED PER IBC TABLE 2304.9.1 UNLESS OTHERWISE INDICATED BY ARCHITECT. 6. COORDINATE ALL BRICK LEDGE ELEVATIONS AND DIMENSIONS WITH ARCH. 7. INSTALL SIMPSON STEEL STRONG -WALL PER MANUFACTURER INSTRUCTIONS. D C S-7 S-7 S-7 H D S7 S-7 S-7 101-011 10' - 0" 10--0-- 21-811-) 0'-0"2'-8" 129'-4" 2'_8" 2-_8� OUT -TO -OUT OF CONCRETE 2.6 10'-0" 07 2' - 811 S-7 10' - 0" 2' - 811 CONCRETE SLAB SCHEDULE MARK SLAB REINF & INFORMATION A❑ 4" SLAB -ON -GRADE CONC SLAB ON 10 MIL. POLY VAPOR BARRIER ON 4" MIN. COMPACTED GRANULAR FILL w/#4 C DEFORMED REINF @ V -0" 0c EW © 5" SLAB -ON -GRADE CONC SLAB ON 10 MIL. POLY VAPOR BARRIER ON 4" MIN. COMPACTED GRANULAR FILL w/#4 DEFORMED REINF @ 1 -0 oc EW © 6 SLAB -ON -GRADE CONC SLAB ON 10 MIL. POLY VAPOR Cd BARRIER ON 4" MIN. COMPACTED GRANULAR FILL w/#4 DEFORMED REINF @ V -0" 0c EW S-7 10'-0" 2' - 811 S-7 A� S-� 1' - 4" - 4„ KT2- - 9" 15' - 2" KI S-7 - S-7 - - - A S-10 15'-5" 33' - 4" OUT -TO -OUT OF CONCRETE 2.0 1.8 1.4 1.0 LEGEND -FOUNDATION PLAN UJ I— UJ U z O U_ O O O FL Z) O INDICATES HOLDOWN PER TYPICAL DETAIL INDICATES WOOD SHEAR WALL SHEATHING PER TYPICAL DETAIL INDICATES POST (NOTE THAT SOME POSTS REQUIRE HOLDOWNS) INDICATES EDGE OF FOOTING INDICATES EDGE OF SLAB AT DOOR OPENING s Pett ASSQ ra�\e G3F U CAA a^ �i11069 CA E Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects irx 4--o3rp orato--ci 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Permit Comments Project No. ICA -CO -20 I Drawn By: RH Date: 10/28/20 Sheet Title: FOUNDATION PLAN Drawing No. S�6 9RH-1-2020 4� o -�-' C w b Cd 0 . Cq O m � O bt bt Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Permit Comments Project No. ICA -CO -20 I Drawn By: RH Date: 10/28/20 Sheet Title: FOUNDATION PLAN Drawing No. S�6 9RH-1-2020 4� o -�-' C w b Cd 0 . Cq Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Permit Comments Project No. ICA -CO -20 I Drawn By: RH Date: 10/28/20 Sheet Title: FOUNDATION PLAN Drawing No. S�6 9RH-1-2020 6" TO FACE OF STUD VENEER PER ARCH PLY SHEATHING PER SCHED ADJUST BRICK COURSING AS REQUIRED TO MATCH REMAINDER OF BUILDING co %C:) 2x FRAMING PER PLAN 2x SILL PL & ANCHOR BOLTS PER TYP DETAILS SLAB SIZE & REINF PER PLAN FF a - PER PLAN ° PER PLA a" d 4 n n CONT #4 a, : • ° n " Q ° °b #3 TIES @ 18"oc ° IL a 4 GRANULAR FILL a� #4 DWL @ 18" oc 3 0" 30" #3 DOWEL x 2'-0"@ 12"oc 30"� e" �a a- ° _ #4 DWL @ 18" oc SLAB PER CIVIL CONT #4 SLAB SIZE & REINF PER • "� n co a. " " PLAN "' FF 4 O PER PLAN a a ° co °_. o 0 0 ° a GRANULAR FILL ° O a� ~ e #3 TIES @ 18"oc 75 • ° 0 (2) #5 CONT MID � o a a, m 4 (2) #5 CONT T&B J U 2'_On co�A' FOUNDATION SECTION s-� 3/4" - 1'-0" 6" TO FACE OF STUD VENEER PER ARCH PLY SHEATHING PER SCHED ADJUST BRICK COURSING AS REQUIRED TO MATCH REMAINDER OF BUILDING co %C:) 2x FRAMING PER PLAN 2x SILL PL & ANCHOR BOLTS PER TYP DETAILS SLAB SIZE & REINF PER PLAN FF a - PER PLAN pC 21 _ 011 J U FOUNDATION SECTION s-� 3/4" - 1'-0" co SHEARWALL SHTG SIDE PER PLAN, SEE SCHED FOR NAILING 2x SILL PL ANCHOR BOLT PER TYP DETAILS 2x FRAMING PER PLAN SLAB SIZE & REINF PER PLAN FF N 1 a ° PER PLA a" d 4 n n CONT #4 a, : • ° n " Q ° °b #3 TIES @ 18"oc ° GRANULAR FILL a 4 GRANULAR FILL a� #4 DWL @ 18" oc 30" 1 Z 30"� e" �a a- ° _ (2) #5 CONT MID - 0 �4° • "� n (2) #5 CONT T&B pC 21 _ 011 J U FOUNDATION SECTION s-� 3/4" - 1'-0" co SHEARWALL SHTG SIDE PER PLAN, SEE SCHED FOR NAILING 2x SILL PL ANCHOR BOLT PER TYP DETAILS 2x FRAMING PER PLAN SLAB SIZE & REINF PER PLAN FF N 1 a ° PER PLA 4� o Q ° °b CONT #4 ®, • #3 TIES @ 18"oc GRANULAR FILL 4-4" C 30" #4 DWL @ 18"oc 1 z_ 30"� �� a' _ " (2) #5 CONT MID o 1� (2) #5 CONT T&B a. " " a:._ 1 1 _ 011 1 1 _ 011 J U 2. _ 0.. co FOUNDATION SECTION s s-7 3/4" - 1'-0" VENEER PER ARCH 1 1/2" x 11 1/4" BRICK LEDGE, TYP UNO SLAB BY OTHERS CMU REINF PER PLAN W/ DWLS TO MATCH SLAB SIZE & REINF PER PLAN F FF 77 ° PER PLAN a • - °_ • ° - • • ° co 0 0�--N GRANULAR FILL #3 TIES @ 18"oc 2-#5 CONT MID - 0 FOUNDATION SECTION S s-7 3/4" - 1'-0" ° CONT #4 #3 TIES @ 18"0c CMU REINF PER PLAN W/ DWLS TO MATCH 1 30" 30" CONT #4 DWLS @ 18"oc SLAB SIZE & REINF PER PLAN U L z U L M F FOUNDATION SECTION s-� 3/4" - 1'-0" T/WALL PER ARCH VENEER PER ARCH GRADE BY OTHERS FF a PER PLAN GRANULAR FILL (2) #5 CONT MI (2) #5 CONT T&B °a. oa 4� o 2-#5 CONT T&B O °: , W U co 21-011 w b FOUNDATION SECTION S s-7 3/4" - 1'-0" ° CONT #4 #3 TIES @ 18"0c CMU REINF PER PLAN W/ DWLS TO MATCH 1 30" 30" CONT #4 DWLS @ 18"oc SLAB SIZE & REINF PER PLAN U L z U L M F FOUNDATION SECTION s-� 3/4" - 1'-0" T/WALL PER ARCH VENEER PER ARCH GRADE BY OTHERS FF a PER PLAN GRANULAR FILL (2) #5 CONT MI (2) #5 CONT T&B FOUNDATION SECTION S-7 3/4" - 1'-0" #3 DOWEL x 2'-0"@ 12"oc SLAB SIZE & REINF SLAB PER CIVIL PER PLAN CID --— SLOPE 1" FF AL PER PLAN co CONT #4 411 7 7GRANULAR FILL � a ~ #4 DWL @ 18"oc z 30" a - 30"F a (2) #5 CONT M 1 D 1 0 co ° • (2) #5 CONT T&B �c� FOUNDATION SECTION s-� 3/4" - 1'-0" 2x6 FRAMING PER FOUNDATION PLAN 1 1/2 X 5 1/2 RAISED VENEER & CAP STONE CONC CURB PER ARCH 2x SILL PL & ANCHOR 1 1/2" x 5 1/2" BRICK BOLTS PER TYP DETAILS LEDGE, TYP UNO STAMPED CONC SLAB BY OTHERS PER ARCH FF p PER PLAN GRANULAR FILL 44- a 1 #4 DWL @ 18"oc ° #3 TIES @ 18"oc 1 0 Z 30" �m 30f ,° a ga (2) #5 CONT MID co o a � a BOND BM w/ (2) #5 CONT 8" CMU w/ #5 VERTS @ 24"oc GROUT CELLS SOLID BELOW GRADE SLAB BY OTHERS #5 VERT DWLS @ 24"oc, ALT HKS (2) #5 CONT rr v 2'_0" co FOUNDATION SECTION s-� 3/4" - 1'-0" d (2) #5 CONT T&B 6" TO FACE OF STUD VENEER PER ARCH SHEATHING PER SCHED 1 1/2" x 5 1/2" BRICK LEDGE, TYP UNO CONT #4 - SLAB PER CIVIL - 2'_0" D FOUNDATION SECTION s-7 �� 3/4" - 1'-0" #3 DOWEL x 2'-0" @ 12"oc EXTERIOR SLAB PER CIVIL °0 a 4 Mi bo #4 CONT—/ 1 o" 30" F z o #4 DWLS @ 18"oc 1 C) C"' � o 2x FRAMING PER PLAN 2x SILL PL & ANCHOR BOLTS PER TYP DETAILS SLAB SIZE & REINF PER PLAN NOTE: LOCATION OF TRENCH DRAIN TO BE COORDINATED WITH PLUMBING 1'-10" 11-011 1'-10" 4'- 0" FROM OUTSIDE TRENCH DRAIN FACE OF CONCRETE BY OTHERS 1' - 0" CL #4 BENT DOWEL le 1'- 6" CLR REINF @ 18"oc SLAB REINF PER SLOPE 1" if PLAN FF 4 " PER PLAN ° 5z (2) - #4 CONT #3 TIES @ 180c 1 If - . °- 4 (2) #5 CONT MID 1 ° ° (2) #5 CONT T&B 2,_011 FOUNDATION SECTION s-� 3/4" - 1'-0" ICONArchitects irx��IV]p�Ira-t�a 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com 4� o O "10 W w b ea, 1� ° I- O O ° a ° FOUNDATION SECTION S-7 3/4" - 1'-0" #3 DOWEL x 2'-0"@ 12"oc SLAB SIZE & REINF SLAB PER CIVIL PER PLAN CID --— SLOPE 1" FF AL PER PLAN co CONT #4 411 7 7GRANULAR FILL � a ~ #4 DWL @ 18"oc z 30" a - 30"F a (2) #5 CONT M 1 D 1 0 co ° • (2) #5 CONT T&B �c� FOUNDATION SECTION s-� 3/4" - 1'-0" 2x6 FRAMING PER FOUNDATION PLAN 1 1/2 X 5 1/2 RAISED VENEER & CAP STONE CONC CURB PER ARCH 2x SILL PL & ANCHOR 1 1/2" x 5 1/2" BRICK BOLTS PER TYP DETAILS LEDGE, TYP UNO STAMPED CONC SLAB BY OTHERS PER ARCH FF p PER PLAN GRANULAR FILL 44- a 1 #4 DWL @ 18"oc ° #3 TIES @ 18"oc 1 0 Z 30" �m 30f ,° a ga (2) #5 CONT MID co o a � a BOND BM w/ (2) #5 CONT 8" CMU w/ #5 VERTS @ 24"oc GROUT CELLS SOLID BELOW GRADE SLAB BY OTHERS #5 VERT DWLS @ 24"oc, ALT HKS (2) #5 CONT rr v 2'_0" co FOUNDATION SECTION s-� 3/4" - 1'-0" d (2) #5 CONT T&B 6" TO FACE OF STUD VENEER PER ARCH SHEATHING PER SCHED 1 1/2" x 5 1/2" BRICK LEDGE, TYP UNO CONT #4 - SLAB PER CIVIL - 2'_0" D FOUNDATION SECTION s-7 �� 3/4" - 1'-0" #3 DOWEL x 2'-0" @ 12"oc EXTERIOR SLAB PER CIVIL °0 a 4 Mi bo #4 CONT—/ 1 o" 30" F z o #4 DWLS @ 18"oc 1 C) C"' � o 2x FRAMING PER PLAN 2x SILL PL & ANCHOR BOLTS PER TYP DETAILS SLAB SIZE & REINF PER PLAN NOTE: LOCATION OF TRENCH DRAIN TO BE COORDINATED WITH PLUMBING 1'-10" 11-011 1'-10" 4'- 0" FROM OUTSIDE TRENCH DRAIN FACE OF CONCRETE BY OTHERS 1' - 0" CL #4 BENT DOWEL le 1'- 6" CLR REINF @ 18"oc SLAB REINF PER SLOPE 1" if PLAN FF 4 " PER PLAN ° 5z (2) - #4 CONT #3 TIES @ 180c 1 If - . °- 4 (2) #5 CONT MID 1 ° ° (2) #5 CONT T&B 2,_011 FOUNDATION SECTION s-� 3/4" - 1'-0" ICONArchitects irx��IV]p�Ira-t�a 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Permit Comments Project No. ICA -CO -20 I Drawn By: RH Date: 10/28/20 SPbbOCf °SSo Sheet Title: CAA FOUNDATION SECTIONS o Drawing No. Engineering Inc. 796Met„scou>2 T636.349.1wo 9RH-1-2020 St. Louis, MO 63026 i F 636.349.1730 4� o O "10 W w b 1� O I- O O O � . bt Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Permit Comments Project No. ICA -CO -20 I Drawn By: RH Date: 10/28/20 SPbbOCf °SSo Sheet Title: CAA FOUNDATION SECTIONS o Drawing No. Engineering Inc. 796Met„scou>2 T636.349.1wo 9RH-1-2020 St. Louis, MO 63026 i F 636.349.1730 4� o O "10 w b 1� Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Permit Comments Project No. ICA -CO -20 I Drawn By: RH Date: 10/28/20 SPbbOCf °SSo Sheet Title: CAA FOUNDATION SECTIONS o Drawing No. Engineering Inc. 796Met„scou>2 T636.349.1wo 9RH-1-2020 St. Louis, MO 63026 i F 636.349.1730 2x8 JST @ 24"oc 20'- 0" MIN PRE-ENGINEERED WOOD TRUSSES @ 24"oc , TYPE RT2 - UNO 20'- 0" MIN PRE-ENGINEERED WOOD TRUSSES @ 24"oc01 01, TYPE RT1 01 01 .001 SHEATHING "R2" SHEATHING "R1" SHEATHING "R2" SHEATHING "R1" SHEATHING "R1" J BS -9 H SEE WOOD SHEARWALLS & TYPICAL H S-10 BLOCKING 2'-0"oc F S -g A DETAILS SHEET FOR ADDITIONAL INFO s_9 S-8 PER --------- ------- B 2 BAYS s -9 ----------H3-------------- H3 ----------- --------H3-------- s -9 ----------N3------ -------- �I3------------N3---- ARCH S-9 (GARAGE) TRUSS/BRG = 114'-1 1/2" � L--- ------ �-----------------�----------J LI----� -- G PROVIDE SPACING TO ATTIC ACCESS PLYWOOD -- INSTALLATION & LOCATION -- — M1 PER OWNER S 9 I I I I I I -- ALLOW PULL�oWN- s-9 1 —� COORD SIZE &LOCATION j STAIR INSTALLATION — PER STL LINTEL SCHED OF OPNG W/ ARCH 2' - 10" W1 I — A ON SHEET S-3 - TYP ISC OORD SIZE & LOCATION OF PROVIDE SPACING TO ALLOW ATTIC FAN COORD SIZE &LOCATION -- — INSTALLATION (SEE ARCH/MECH FOR OF OPNG W/ ARCH USPENDED AHU w/MECH -- EXACT TYPE, SIZE & LOCATION OF FAN) 106# -- — o E K \ _ H1 S-9 M — — / S-9 — — — RT3 DRAFT STOP COORD — � ( � -- ' COORD SIZE & BLOCKING @ 2'-0"oc LOCATION W/ ARCH) BLOCKING 2-0 oc_ LOCATION w/ — — 2 BAYS — — — i A BLOCKING 2,-0"oc H2 H1 MECH &ARCH -- @ -- 2x8 RAFTERS 12 BAYS — — — � 2 0 oc — i GARAGE TRUSS/BRG - 114'-1 1/2" �I (GARAGE) - ---- --------- 47------ -------------- ---- ----------- ------ (OFFICE) TRUSS/BRG = 109-1 1/2 11 -- ------ ------------- ----- - ----------------- - L-1 H1 H1 H1 H H3 H3 H3 -------------------------------- H3 H3 H3 H2 A DH3DH3 A - - ` H H C F C F C C F C F C H C N2 B S-9 S-9 S-10 S-9 S-10 S-9 S-9 S-10 S-9 S-10 S-9 S-9 S-9 A S-9 t7777774 "7"S-9 S-9 S-10 S-10 S-10 S-9---------------- 4(S-9) ------------S-9 ROOF FRAMING PLAN PLAN NOTES SCALE: 1/8" = 1'-0" 1. SEE SHEETS S-1 THRU S-5 FOR GENERAL NOTES AND TYPICAL DETAILS. 2. ROOF CONSTRUCTION: 5/811(3/411) PLYWOOD ROOF SHEATHING, ATTACHED TO SUPPORTS PER LUMBER NOTES, SCHEDULE, AND DETAILS. 3. PROVIDE TRUSS BRIDGING AND SPACING PER PLAN. 4. TRUSS MANUFACTURER TO COORDINATE WITH CONTRACTORS TO DETERMINE RTU AND TRANSFORMER LAYOUTS, WEIGHTS, AND FOOTPRINTS. MANUFACTURER TO COORDINATE WITH ROOF HATCH SUPPLIER FOR SIZE AND LOCATION. RTU AND EXHAUST HOOD LOADS ARE TO BE IN ADDITION TO OTHER DESIGN LOADS. 5. MAXIMUM TRUSS SPACING = 2'-0" UNO. 6. ALL ELEVATIONS ARE REFERENCED FROM FINISHED MAIN FLOOR = 100'-0" • JST/BRG = JOIST BEARING ELEVATION = PER PLAN 7. SEE ARCH DRAWINGS FOR ADDITIONAL DIMENSIONS, SECTIONS, AND ELEVATIONS. LEGEND -FRAMING PLAN INDICATES WINDOW OPENING PER ARCHITECTURAL DRAWINGS INDICATES HEADER PER WOOD HDR DETAIL SCHEDULE INDICATES TOP PLATE SPLICE PER TYPICAL TOP PLATE SPLICE DETAIL WOOD HEADER SCHEDULE MARK SIZE JACK & KING 6'-0" FT 47.6 PSF STUDS H1 (3) 2x6 (1)JACK, (2) KING STUDS & BEAM H2 (3) 2x10 (1)JACK, (2) KING I I STUDS & BEAM H3 (4) 1 3/4" x 11 7/8" LVL (2) KING STUD (2) JACK STUD PLYWOOD PER PLAN BOT OF TRUSS PER PLAN 2x8 RISER SECTION A -A PROVIDE SPACING TO ALLOW PULL-DOWN STAIR INSTALLATION 19/32" SHEATHING ATTACHED TO 2x8 RISER m O it UJ X UJ CD 0 J_ m SEE TABLE 01 /RAAV\ C'CC OnLIEMI II C JOIST SNOW DRIFT LOADING SCHEDULE DISTANCE FROM WALL LOADS AT WALL LOADS TAPER TO 6'-0" FT 47.6 PSF 30 PSF A JOIST SNOW DRIFT LOADING DIAGRAM S-8 N.T.S. 5'-0" M I N B PARTIAL OFFICE ATTIC FRAMING PLAN s-$ N.T.S. NOTE: PLYWOOD SHEATHING NOTCH BOUNDARY NAILER NOT SHOWN FOR CLARITY FOR ATTIC VENTILATION - TYP TRUSSES PER TRUSS MANUFACTURER,TYP o TYPICAL BLOCKING TRUSS DETAIL s-8 3/4" - 1'-0" BOUNDARY NAILING SPACING SHOWN IN ROOF SHEATHING SCHEDULE SHALL BE INTO BLOCKING TRUSSES (NOT EAVE BLOCKING) BLOCKING TRUSS w/ DBL TOP CHORD PER TRUSS MANUFACTURER t7a EVERY TRUSS SPACE, TYP CLIP ANGLE SIZE & SPECIFICATIONS PER SECTIONS, TYP DOUBLE TOP PLATE a_ SL (MIN) 5/8" TYP A GYPSUM BOARD ADDI I= Tn nAIC CME: nC NOTE: MAX AREA BETWEEN DRAFT STOP LOCATIONS SHALL NOT EXCEED 2,000 SQ FT. (LOCATION PER ARCH) D RAFT STOP g-$ 1 _ 1 0 PER ARCH 2x STUDS @a 16"oc, TYP 2x8 TRUSS RT3 'I I I I I I I I '-_ 2x8 JOISTS @ 1211oc 1 1 1/3/411I PLYWOOD DECKING 2x6 TECH TOILET FRAMING SUPPORTS 125psf LIVE LOAD RIM JOIST PER PLAN SHEATHING PER PLAN F- JOIST PER PLAN U Ir co Q N Ir UJ DBL TOP PL 2x FRAMING E TECH TOILET ROOM PLATFORM CEILING FRAMING PLAN 5� s-8 1/211 = 1'-0" 6'-0" CLR DESIGN TRUSS TO doEXTENT OF ROOF ACCOMMODATE 200LB �� TRUSS OPENING CONCENTRATED AHU LOAD z 12 i `� x - 12 s� ` q,v �6 ` � r - i RT1 PER ARCH PER ARCH r � 12 12 RT2 2'-0"MAX WEB SPACING FOR ATTACHMENT OF DRAFTSTOP GYPSUM BOARD OR SHEATHING 12 12 �6 6 � RT3 1. TRUSS WEBS AND THEIR CONFIGURATIONS SHALL BE DESIGNED BY PRE- ENGINEERED TRUSS MANUFACTURER. 2. ALL WOOD ROOF TRUSSES SHALL HAVE MINIMUM 4" NOMINAL BEARING EACH END, AND MAXIMUM 2'-0" ON CENTER SPACING, UNLESS OTHERWISE NOTED. 3. WOOD ROOF TRUSSES, TEMPORARY AND PERMANENT TRUSS BRIDGING AND TRUSS BRACING SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH STATE AND LOCAL CODES AND ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE CHRISTIAN BROTHERS AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. s Pbbott Assn 4. ALL TRUSSES SHALL BE SECURELY BRACED IN ACCORDANCE WITH "BRACING WOOD TRUSSES", COMMENTARY AND RECOMMENDATIONS (HB 91 91 & DSA -89), AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. 5. REFER TO LUMBER AND WOOD TRUSS NOTES FOR ADDITIONAL INFORMATION. F TRUSS PROFILES S-8 3/4" = 1'-0" CA E Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects i3M4-- cl,17]pci,Ira-t4--a 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook. com Qi O � `� O• � o I I I I I I I I I O O 1 1 1 1 1 1 bt A V1� � bt 'I I I I I I I I '-_ 2x8 JOISTS @ 1211oc 1 1 1/3/411I PLYWOOD DECKING 2x6 TECH TOILET FRAMING SUPPORTS 125psf LIVE LOAD RIM JOIST PER PLAN SHEATHING PER PLAN F- JOIST PER PLAN U Ir co Q N Ir UJ DBL TOP PL 2x FRAMING E TECH TOILET ROOM PLATFORM CEILING FRAMING PLAN 5� s-8 1/211 = 1'-0" 6'-0" CLR DESIGN TRUSS TO doEXTENT OF ROOF ACCOMMODATE 200LB �� TRUSS OPENING CONCENTRATED AHU LOAD z 12 i `� x - 12 s� ` q,v �6 ` � r - i RT1 PER ARCH PER ARCH r � 12 12 RT2 2'-0"MAX WEB SPACING FOR ATTACHMENT OF DRAFTSTOP GYPSUM BOARD OR SHEATHING 12 12 �6 6 � RT3 1. TRUSS WEBS AND THEIR CONFIGURATIONS SHALL BE DESIGNED BY PRE- ENGINEERED TRUSS MANUFACTURER. 2. ALL WOOD ROOF TRUSSES SHALL HAVE MINIMUM 4" NOMINAL BEARING EACH END, AND MAXIMUM 2'-0" ON CENTER SPACING, UNLESS OTHERWISE NOTED. 3. WOOD ROOF TRUSSES, TEMPORARY AND PERMANENT TRUSS BRIDGING AND TRUSS BRACING SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH STATE AND LOCAL CODES AND ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE CHRISTIAN BROTHERS AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. s Pbbott Assn 4. ALL TRUSSES SHALL BE SECURELY BRACED IN ACCORDANCE WITH "BRACING WOOD TRUSSES", COMMENTARY AND RECOMMENDATIONS (HB 91 91 & DSA -89), AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. 5. REFER TO LUMBER AND WOOD TRUSS NOTES FOR ADDITIONAL INFORMATION. F TRUSS PROFILES S-8 3/4" = 1'-0" CA E Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects i3M4-- cl,17]pci,Ira-t4--a 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook. com Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Permit Comments Project No. ICA -CO -20 Drawn By: RH Date: 10/28/20 Sheet Title: ROOF FRAMING PLAN & DETAILS Drawing No. S-8 9RH-1-2020 Qi O � `� O• � o a Cd Lo O O bt V1� � bt Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Permit Comments Project No. ICA -CO -20 Drawn By: RH Date: 10/28/20 Sheet Title: ROOF FRAMING PLAN & DETAILS Drawing No. S-8 9RH-1-2020 Qi O � `� O• � o a Cd Lo Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Permit Comments Project No. ICA -CO -20 Drawn By: RH Date: 10/28/20 Sheet Title: ROOF FRAMING PLAN & DETAILS Drawing No. S-8 9RH-1-2020 MECHANICAL SYMBOLS, LEGENDS LOUVER NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. MANUFACTURER PIPING CD CONDENSATE DRAIN (CD) ACD AUXILIARY CONDENSATE DRAIN (ACD) RL REFRIGERANT LIQUID (RL) RD REFRIGERANT DISCHARGE (HOT GAS) (RD) RS REFRIGERANT SUCTION (RS) - - - - - EXISTING PIPING TO BE REMOVED EXISTING PIPING TO REMAIN HVAC EQUIPMENT & DUCTWORK AM. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. SEE SECTION 15250 OF THE SPECIFICATION FOR DUCTWORK TO RECEIVE INSULATION OR LINER. EXISTING DUCTWORK OR EQUIPMENT TO REMAIN - - - EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED BRANCH DUCT WITH 45 RECTANGLE -ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER ELBOW WITH TURNING VANES RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP N `. RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN SUPPLY AIR DUCT UP x y� SUPPLY AIR DUCT DOWN EQUIPMENT WITH FLEXIBLE DUCT CONNECTION 10" CSD -1 300 CFM NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER MANUAL VOLUME DAMPER SQUARE TO ROUND TRANSITION DUCT MOUNTED SMOKE DETECTOR RD (SD=SUPPLY/RD=RETURN) FD FIRE DAMPER ® CARBON DIOXIDE SENSOR FSD FIRE SMOKE DAMPER H© HUMIDITY SENSOR SD SMOKE DAMPER © PULL STATION VD VOLUME DAMPER S� STATIC PRESSURE SENSOR MD MOTORIZED DAMPER T© TEMPERATURE SENSOR BD BACKDR47 DAMPER OH HUMIDISTAT QT THERMOSTAT ABBREVIATIONS ABBREVIATIONS AFF ABOVE FINISHED FLOOR MC MECHANICAL CONTRACTOR BAS BUILDING AUTOMATION SYSTEM MIN MINIMUM BD BACKDRAFT DAMPER NC NOISE CRITERIA CFM CUBIC FEET PER MINUTE OA OUTSIDE AIR DDC DIRECT DIGITAL CONTROL RA RETURN AIR DX DIRECT EXPANSION SA SUPPLY AIR EA EXHAUST AIR SD SMOKE DUCT DETECTOR FFA FROM FLOOR ABOVE TFA TO FLOOR ABOVE FFB FROM FLOOR BELOW TFB TO FLOOR BELOW GPM GALLONS PER MINUTE TYP TYPICAL IN WC INCHES OF WATER COLUMN UNO UNLESS NOTED OTHERWISE MAX MAXIMUM W/ WITH MBH 1000 BTU PER HOUR W/O WITHOUT STANDARD MOUNTING HEIGHTS MECHANICAL (AFF, AFG, UNLESS NOTED OTHERWISE) THERMOSTATS (USER ADJUSTABLE) 48" CONTROLS (CENTERLINE) 48" ANNOTATION 0 MECHANICAL PLAN CALLOUT CU MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND 1 INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING 1 DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER M 1 NUMBER INDICATES SHEET NUMBER 1 SECTION CUT DESIGNATION M1 ICONDENSING LOUVER SCHEDULE MARK MANUFACTURER LISTED FREE WATER ESP MIN. 0 A REFR. MARK MFR. MODEL SIZE AREA PENTRATION SERVICE NOTES MCA NO. LxW (IN.) (%) (FPM) TRANE 41TA3048D3 L-1 RUSKIN ELF375X 40x40 54 803 INTAKE 1,3 L-2 RUSKIN ELF375X 1606 54 803 INTAKE 2,3 L-3 RUSKIN ELF375X 24x24 54 803 EXHAUST 3,4 NOTES: 34.4 80/67 58 4TXCCO9DS3 80 1. INTERLOCK OPEN AND CLOSE OPERATION OF MOTORIZED DAMPER WITH THE ON/OFF OPERATION 80.0 120/1 OF EF -3. 15 A,B,C,D,E,F,G,H,I,J NOTES: A. 2. INTERLOCK OPEN AND CLOSE OPERATION OF MOTORIZED DAMPER WITH THE ON/OFF OPERATION EQUIPMENT SIZED FOR 95' F AMBIENT TEMPERATURE. OF EF -4. PROVIDE 1" PLEATED THROWAWAY AIR FILTERS. D. PROVIDE IN HORIZONTAL CONFIGURATION. 3. LOUVER SHALL BE PROVIDED WITH A FACTORY PROVIDED 70% PVDF BLACK PAINT FINISH. PROVIDE PROVIDE WITH 7 -DAY PROGRAMMABLE THERMOSTAT WITH OCCUPIED/UNOCCUPIED SETTINGS AND STAGED HEATING AND COOLING CAPABILITY AS REQUIRED FOR OPERATION 1 30 OF AUXILIARY HEATING AND COOLING CONTROLS WITH A 5F DEADBAND. PROVIDE THERMOSTAT KEYPAD LOCK CAPABILITY. F. DIVISION 16 CONTRACTOR TO FURNISH AND INSTALL A SMOKE DETECTOR IN THE RETURN AIR DUCT. 4. R D LO R ITH RA K E I D C PROVIDE WITH SPRING VIBRATION ISOLATION AND ALL -THREAD HANGING RODS. ICONDENSING AIR HANDLER UNIT SCHEDULE (NATURAL GAS) SHEET NO. MARK MANUFACTURER MODEL SUPPLY FAN I MIN. COOLING COIL HLAIING COIL LLLU I HICAL NOILS CFM ESP MIN. 0 A REFR. TC SC EAT LAT INPUT MODEL OUTPUT V/PH MCA MOCP CU -1 MU -1 TRANE 41TA3048D3 4 IN HP C TYPE MBH MBH DB B DB MBH(MBH)%EFF 30 208/3 A,B,C,D,E,F,G,H,I NOTES: A. MU -1 TRANE TUD2C080A9 1,600 0.80 1.0 1 140 R-41 OA 47.5 34.4 80/67 58 4TXCCO9DS3 80 64 80.0 120/1 11.4 15 A,B,C,D,E,F,G,H,I,J NOTES: A. EQUIPMENT COMPONENTS SHALL BE BY THE SAME MANUFACTURER. B. EQUIPMENT SIZED FOR 95' F AMBIENT TEMPERATURE. C. PROVIDE 1" PLEATED THROWAWAY AIR FILTERS. D. PROVIDE IN HORIZONTAL CONFIGURATION. E. PROVIDE WITH 7 -DAY PROGRAMMABLE THERMOSTAT WITH OCCUPIED/UNOCCUPIED SETTINGS AND STAGED HEATING AND COOLING CAPABILITY AS REQUIRED FOR OPERATION 1 30 OF AUXILIARY HEATING AND COOLING CONTROLS WITH A 5F DEADBAND. PROVIDE THERMOSTAT KEYPAD LOCK CAPABILITY. F. DIVISION 16 CONTRACTOR TO FURNISH AND INSTALL A SMOKE DETECTOR IN THE RETURN AIR DUCT. G. DISCONNECT SWITCH FURNISHED BY DIVISION 16 CONTRACTOR. r. PROVIDE WITH SPRING VIBRATION ISOLATION AND ALL -THREAD HANGING RODS. SURFACE SPECIFIED FAN ESP DOES NOT INCLUDE LOSSES FOR DIRTY FILTERS. J. NO SUBSTITUTIONS ALLOWED. ICONDENSING UNIT SCHEDULE SHEET NO. MARK SERVICE I MANUFACTURER MODEL NOMINALTC CAPACITY (TONS) TYPE (MBH) SC (MBH) M - I OF STAGES SEER MCA MOCP V/PH NOTES NOTES CU -1 MU -1 TRANE 41TA3048D3 4 R-41 OA 47.5 34.4 1 1 14.0 18 30 208/3 A,B,C,D,E,F,G,H,I NOTES: A. PROVIDE LOW AMBIENT CONTROL TO 30' F. B. EQUIPMENT SIZED FOR 95 F AMBIENT TEMPERATURE. C. CONTRACTOR SHALL VERIFY WITH EQUIPMENT SUPPLIER EXACT QUANTITY AND SIZE OF REFRIGERANT PIPING. D. PROVIDE LIQUID LINE FILTER DRYER AND SIGHT GLASS. E. PROVIDE CONCRETE HOUSEKEEPING PAD PER SPECIFICATIONS. F. DISCONNECT SWITCH FURNISHED BY DIVISION 16 CONTRACTOR. G. STARTERS FOR ALL MOTORS SHALL BE FURNISHED INTEGRAL WITH UNIT. H. COORDINATE SIZE OF CONDUCTOR TERMINATION LUGS WITH CONDUCTOR SIZES SHOWN ON ELECTRICAL DRAWINGS. I. NO SUBSTITUTIONS ALLOWED. FOR ALL BIDDING QUESTIONS, CONTACT THE OWNER. DO NOT CONTACT THE ENGINEER. BID PER PLANS - NO EQUALS OR SUBSTITUTIONS ALLOWED. MECHANICAL SHEET INDEX SHEET NO. SHEET DESCRIPTION M1.01 MECHANICAL SCHEDULES M2.01 MECHANICAL FLOOR PLAN M3.01 MECHANICAL DETAILS M4.01 MECHANICAL SPECIFICATIONS GARAGE VENTILATION CALCS PER IMC 403.3 GRILLE, REGISTER AND DIFFUSER SCHEDULE REQUIRED EXH CFM/SF. AREA SQ. FT. EXH. AIRFLOW REQUIRED EXH. AIRFLOW PROVIDED TECHNICIAN AREA MARK MANUFACTURER MODEL FACE 3000 MOUNTING FACE SIZE MAX. MAX. PRESS. NOTES MODEL V/PH NOTES 0 TYPE EA LOCATION IN NC DROP IN. W.C. 0.25 DIRECT CSD1 TITUS 250M LOUVERED A,B,C,D SURFACE 12"x12" 30 0.1 A,B,C,D,E,F SP -A110 CSD2 TITUS 250M LOUVERED 950 SURFACE 6"x6" 30 0.1 A,B,C,D,E,F EA CRG1 TITUS 4FL LOUVERED 0.25 SURFACE 1 12"x12" 1 30 1 0.05 1 D,F A,B,D,H,I CRG2 TITUS 55FL LOUVERED SURFACE SURFACE 24"x24" 34 0.09 1 D,F NOTES: STS -JZ -80-20 115/1 A,B,C,D,J ACCESSORIES: SF -1 A. NECK SIZE SHOWN ON DRAWINGS. WALL ICO-24-B5-J1-QD 6400 -- DIRECT B. 4 -WAY THROW PATTERN UNLESS OTHERWISE SHOWN ON DRAWINGS. 115/1 B,E,F,G SF -2 C. BRANCH DUCT SIZE SHALL BE SAME AS NECK SIZE UNLESS OTHERWISE SHOWN ON DRAWINGS. ICO-24-B5-J1-QD 6400 -- DIRECT D. BAKED ENAMEL FINISH, OFF WHITE. 115/1 B,E,F,G TITANIUM COMBUSTION CHAMBER SF -3 E. PROVIDE NECK FOR DUCT CONNECTION. WALL ICO-24-B5-J1-QD 6400 -- DIRECT F. FRAME TYPE TO MATCH CONSTRUCTION TYPE, COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN. 115/1 B,E,F,G GARAGE VENTILATION CALCS PER IMC 403.3 SPACE OCCUPANCY CLASSIFICATION REQUIRED EXH CFM/SF. AREA SQ. FT. EXH. AIRFLOW REQUIRED EXH. AIRFLOW PROVIDED TECHNICIAN AREA REPAIR GARAGE 0.75 3970 2978 3000 CFM ESP IN DRIVE BELT DIRECT MIN. HP FAN RPM MODEL V/PH NOTES 0 EF -1 EA GREENHECK OUTSIDE AIR REQUIREMENTS FAN SCHEDULE ROOM NO. AREA S.F. AREA SERVED PERSONS PER 1000 S.F. NO. OF PEOPLE CFM PER PERSON MARK SERVICE EA, RA, SA MANUFACTURER MOUNTING MODEL CFM ESP IN DRIVE BELT DIRECT MIN. HP FAN RPM MODEL V/PH NOTES 0 EF -1 EA GREENHECK SURFACE SP -A110 100 0.25 DIRECT 18 WATTS 950 STS -JZ -80-20 115/1 A,B,C,D 4 EF -2 EA GREENHECK SURFACE SP -A110 100 0.25 DIRECT 18 WATTS 950 STS -JZ -80-20 115/1 A,B,C,D EF -3 EA GREENHECK ATTIC BDF-120-7 3000 0.25 BELT 3/4 580 STS -JZ -80-20 115/1 A,B,D,H,I 105 EF -4 EA GREENHECK SURFACE SP -A110 100 0.25 DIRECT 18 WATTS 950 STS -JZ -80-20 115/1 A,B,C,D,J ACCESSORIES: SF -1 SA GREENHECK WALL ICO-24-B5-J1-QD 6400 -- DIRECT 1/2 1,075 115/1 B,E,F,G SF -2 SA GREENHECK WALL ICO-24-B5-J1-QD 6400 -- DIRECT 1/2 1,075 115/1 B,E,F,G TITANIUM COMBUSTION CHAMBER SF -3 SA GREENHECK WALL ICO-24-B5-J1-QD 6400 -- DIRECT 1/2 1,075 115/1 B,E,F,G SF -4 SA GREENHECK WALL ICO-24-B5-J1-QD 6400 -- DIRECT 1/2 1,075 115/1 B,E,F,G NOTES: 7. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL & STATE CODES. A. PROVIDE RUBBER IN SHEAR ISOLATION AND ALL -THREAD HANGING RODS. B. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH. C. NOT USED. D. PROVIDE MANUFACTURER'S SPRING-LOADED BACKDRAFT DAMPER. E. MOUNT WALL MOUNTING BRACKET. F. PROVIDE WALL SWITCH AND COORDINATE HEIGHT WITH OWNER AND ARCHITECT. CYCLE FAN POWER OFF WITH WALL SWITCH. FAN SPEED CAN BE ADJUSTED WITH PULL CHAIN IF DESIRED. G. FANS TO BE OSCILLATING. H. MOTORIZED DAMPER SIMILAR TO GREENHECK VCD-23 AND ACTUATOR EQUAL TO HONEYWELL MS8110A1206. PROVIDE ON/OFF WALL SWITCH AND INTERLOCK OPEARTION OF DAMPER WITH EF -3. NOTE: VENTILATION SHALL OPERATE CONTINUOUSLY DURING OCCUPIED HOURS. NOTE: IT IS THE INTENTION OF THIS FACILITY THAT NO HYDROGEN GAS OR HYDROGREN FUELED VEHICLES ARE TO BE REPAIRED. I. INTERNAL THERMAL OVERLOAD PROTECTION. J. PROVIDE LINE VOLTAGE HONEYWELL THERMOSTAT MODEL T4054B. INTERLOCK DAMPER WITH FAN'S OPERATION WITH ADJUSTABLE TEMPERATURE SET POINT. SET INITIAL SET POINT AT 80' F. OUTSIDE AIR REQUIREMENTS RADIANT TUBE HEATER ROOM NO. AREA S.F. AREA SERVED PERSONS PER 1000 S.F. NO. OF PEOPLE CFM PER PERSON CFM PER S.F. MARK AREA SERVED V/PH MBH INPUT OVERALL LENGTH IGNITION CURRENT RUNNING CURRENT MOUNT HLIGHI TO BOTTOM FT. MANUFACTURER MODEL WEIGHT ACCESSORIES 0 RH-1 SEE PLAN 120/1 80 20'-0" 4.8 AMPS 0.14 AMPS 12' - 13' SCHWANK STS -JZ -80-20 111 1,2,3,4,5,6,7 4 RH-2 SEE PLAN 120/1 80 20'-0" 4.8 AMPS 0.14 AMPS 12' - 13' SCHWANK STS -JZ -80-20 111 1,2,3,4,5,6,7 RH-3 SEE PLAN 120/1 80 20'-0" 4.8 AMPS 0.14 AMPS 12' - 13' SCHWANK STS -JZ -80-20 1111,2,3,4,5,6,7 104 105 RH-4 SEE PLAN 120/1 80 20'-0" 4.8 AMPS 0.14 AMPS 12' - 13' SCHWANK STS -JZ -80-20 111+1,2,3,4,5,6,7 LUNCH/ WORKROOM ACCESSORIES: 2 5 0.06 22 275 24 1. PROVIDE 24 VOLT DIGITAL THERMOSTAT SCHWANK JS -0569 -WR ALONG WITH RELAY SWITCH, JS -0568 -CC, FOR SECOND CONNECTED BURNER - ONE THERMOSTAT FOR TWO HEATERS. FOLLOW HIGH ALTITUDE INSTALLATION PROCEDURES, WHICH MAY INCLUDE A MODIFIED GAS ORIFICE. 93 1600 140 2. PROVIDE 45 DEGREE MOUNTING ANGLE, CEILING SUSPENSION KIT 3. TITANIUM COMBUSTION CHAMBER 4. PROVIDE 4" TYPE B VENT CAP THRU ROOF SCHWANK JA -0528 -XX 5. PROVIDE 4" FRESH AIR INTAKE THRU ROOF. 6. PROVIDE MANUFACTURER'S 24V RELAY. 7. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL & STATE CODES. OUTSIDE AIR REQUIREMENTS UNIT NO. ROOM NO. AREA S.F. AREA SERVED PERSONS PER 1000 S.F. NO. OF PEOPLE CFM PER PERSON CFM PER S.F. O.A. REQUIRED S.A. PROVIDED O.A. PROVIDED NOTES 1.5 103 50 RESTROOM 0 0 50 4 NOTES: A. PROVIDE INTEGRAL THERMOSTAT, POSITIVE OFF SWITCH, AUTO HIGH TEMPERATURE CUT OF, MANUAL RESET, THERMAL OVEHEAT PROTECTOR, FAN DELAY AND FACTORY DISCONNECT SWITCH. 107 52 RESTROOM 0 0 50 4 101 325 ENTRY/ DROP OFF 10 4 5 0.06 45 750 61 B 102 185 SERVICE 5 1 5 0.06 16 250 22 B 104 105 MANAGER 5 1 5 0.06 11 200 18 B 105 200 LUNCH/ WORKROOM 25 2 5 0.06 22 275 24 B TOTALS 1 8 93 1600 140 A NOTES: A BALANCE UNIT OUTSIDE AIR TO 8.8% ZONE DISTRIBUTION EFFECTIVENESS 0.8 B AREAS COMMUNICATE UNIT HEATER SCHEDULE ELECTRIC MARK MANUFACTURER MODEL CFM KW AMPS V/PH NOTES UHE-1 QMARK AWH3015OF 100 1.5 12.5 120/1 A NOTES: A. PROVIDE INTEGRAL THERMOSTAT, POSITIVE OFF SWITCH, AUTO HIGH TEMPERATURE CUT OF, MANUAL RESET, THERMAL OVEHEAT PROTECTOR, FAN DELAY AND FACTORY DISCONNECT SWITCH. :.. ICON Architects i n c o r p o r a t e d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com 90 REG7�, �,¢ Alt DARR L ROY CA RUMBER 32485 0 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 112/11/20 - Revision 1 - Per I City Permit Comments MECHANICAL CAS E SCHED❑LES Drawing No. EngineeringInc. 796 Merus Court T 636.349.1600 M - 1 0 1 St. Louis, MO 63026 F 636.349.1730 9RH-1-2020 Project No. 20-13 Drawn By: Date: 10/28/20 �rareSPbbattas�ocd/� CAA Sheet Title: o` MECHANICAL CAS E SCHED❑LES Drawing No. EngineeringInc. 796 Merus Court T 636.349.1600 M - 1 0 1 St. Louis, MO 63026 F 636.349.1730 9RH-1-2020 CENTER EXHAUST FAN OVER TOILET 0o 1 6"0 CSD2 L 50 4,0 3,0 I I I A.9-----�--- --- T F\ EF 12 4" 4 T 11 RH 4" TUBE HEATER EF -1 COMROOMSU 20 14 +48" 18 1 109 MID II AFF 1 MD 17 L2 1 A H 2,6 (. I D -----r---------I— I I I I I I 4,0 3,0 TECH TOILET 107 ATTIC ACCESS LADDER SEE ARCH. FOR SPECIFICATIONS I LUU]NI M111 MREA 108 ROUTE 6" DUCT THRU OPENING IN STUD WALL 6'-0" AWAY FROM EXTERIOR BACK WALL o LUNCH WORKROON 105 ol 00 �11 � \ / 110"0 .. \ / CRG1 L ♦no- 18x10 Q 16"0 15 CRG2 SERVICE i-- 102 � l �—.--- - —Ji OI O 10"0 CSD1 250 10 o 100 CSD1 275 U 5 (TYP.) -3.01 20x14 2,6 SF 10 2 _rF 11 RH 4" -------------- 1,6--------- 1,2 I I — — — — — — — X— — — — — — — — t — — — 3 �..4�� TUBE HEATER , 4" TUBE HEATER 20 RH O I I ° F i — O 14 11 4 1 TECHNICIAN AREA 108 LOCATE RADIANT HEATERS 12" OFF OF BACK WALL AND HANG 12" BELOW CEILING. SHOWN OFF OF WALL IN DIAGRAMMATICAL NATURE OF DRAWINGS FOR CLARITY. ■ EF I\ /I 3 13 I 13 3 I ILJ� ❑ --- CRG2I 3000 20"x20" t I IP I I I I I ED LL -------I_-- C — — — — — — — — — — — — — — — — — — — - — — — — — — — — '---a-- -- --------------- — — — — — — — — — — ---- D TYPICAL OF NINE NOTE: I I I I 1 ALL ROOF VENTS I I 1 NOTE: SHALL BE PAINTED ALL THERMOSTATS TO BE PROGRAMMABLE BLACK , �_---- —--------------------, -- L_ MANAGER O 104 OF T°STAT +48" AFF. AHU-1 22 T U 9 M-3.010 10"0 CSD1 200 12 6"0 T')iLET ROOM 103 6"0 CSD2 LL: ° 50 U O 1 0"0 1 0"0 CSID 1 1 7 375ENTRY/DROP-OFF 375 1 4-3.01 1_O 11 1 01 (TYP.) O 1 U O I EF (12 1 M-301 (TYP.) CENTER EXHAUST FAN OVER TOILET 10 M 301 (TYP.) ----------------------------------------- O PORCH 100 ------------ — F= -- ---------- b 1 1 I 2 LIVL/AKUr-U VI SCALE: 1/4 99=1 9_099 I I I I I I I I MECHANICAL FLOOR PLAN I I I I M: 01 2.5 1 SCALE: 1/8"=l'-099 N i,s i,4 i,o MECHANICAL GENERAL NOTES: A. PRIOR TO SUBMITTING BID, THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REVIEW OF THE GENERAL NOTES, SPECIFICATIONS AND ALL OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND/OR OWNER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. B. COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AND ORDERLY INSTALLATION. DUCTWORK AND PIPING SHALL BE ROUTED TO AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. C. TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT DURING WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION AT NO EXTRA COST TO THE OWNER. D. PROVIDE ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS UNLESS OTHERWISE NOTED. E. NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING IS SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. FIELD VERIFY FINAL EQUIPMENT LOCATIONS TO INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT. F. REFER TO ARCHITECTURAL DRAWINGS FOR ALL RELATED CONSTRUCTION DETAILS AS APPLICABLE TO THE HVAC SYSTEM. CHASES AND PENETRATIONS INTENDED FOR DUCTWORK AND PIPING ROUTINGS SHALL BE VERIFIED WITH ARCHITECT. G. INSTALL ALL DUCTWORK AND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS OTHERWISE SHOWN OR NOTED. H. SEAL ALL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. FIREPROOF ALL PENETRATIONS THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L REQUIREMENTS. I. COORDINATE REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS. J. ALL AIR DEVICES THAT ARE LOCATED CLOSE TO WALL SHALL BE PLACED TO AS TO CLEAR CROWN MOULDING. K. LOCATE, WIRE AND SET THERMOSTATS/TEMPERATURE SENSORS. VERIFY EXACT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. MOUNTING HEIGHTS SHALL BE 54" AFF TO MEET ADA REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS. L. RIGID DUCTWORK INSULATION: PROVIDE 2" THICK, 3/4 LB DENSITY INSULATION WRAP ON ALL RIGID ROUND AND RECTANGULAR CONCEALED SUPPLY AIR DUCTS AND ON ALL OUTSIDE AIR DUCTS (ALL THAT ARE NOT LINED). PROVIDE 1-1/2" THICK, 3 LB DENSITY INTERNAL DUCT LINER ON THE FIRST 15 FEET OF RECTANGULAR SUPPLY AND RETURN AIR DUCTS FROM THE CONNECTION TO THE EQUIPMENT. ALSO PROVIDE INTERNAL DUCT LINER ON ALL EXPOSED DUCTWORK. SIZES ON MECHANICAL PLANS INDICATE CLEAR INSIDE AIRFLOW DIMENSIONS; INCREASE SHEETMETAL SIZES ACCORDINGLY. M• FLEXIBLE DUCTWORK SHALL BE THERMAFLEX TYPE MKE, FLEXMASTER TYPE 8M, OR APPROVED EQUAL, SHALL BE LISTED UNDER U.L. 181 AS CLASS I AIR DUCT AND SHALL BE PROVIDED WITH INTEGRAL 2" THICK, 3/4 LB DENSITY FIBERGLASS INSULATION. FLEXIBLE DUCTWORK NOT TO EXCEED 5'-0" IN LENGTH. INSTALL AND SUPPORT TO AVOID SHARP BENDS AND SAGGING. N. PROVIDE A NEW SET OF AIR FILTERS IN ALL UNITS JUST BEFORE TURNING SYSTEMS OVER TO OWNER. 0. MOTORIZED DAMPERS SHALL BE DRIVEN BY TWO -POSITION, 120 -VOLT ACTUATORS. PROVIDE 24 -VOLT RELAY AND CONNECT TO FAN WIRING FROM THERMOSTAT. REFER TO ELECTRICAL PLANS FOR 120 -VOLT WIRING. P. INSTALL ALL DUCTWORK TIGHT TO STRUCTURE. Q. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH THE CITY'S ADOPTED INTERNATIONAL MECHANICAL CODE, INTERNATIONAL PLUMBING CODE, INTERNATIONAL ENERGY CONSERVATION CODE, ALL STATE REQUIREMENTS, AND LOCAL REQUIREMENTS. MECHANICAL KEYED NOTES: O1 LOCATE NEW AIR HANDLING UNIT AS INDICATED. UNIT SHALL BE ACCESSIBLE FOR SERVICE FROM ATTIC SPACE. MOUNT UNIT TIGHT TO STRUCTURE. SUSPEND UNIT FROM STRUCTURE PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE MOUNTING HEIGHT/LOCATION OF THE UNIT WITH OTHER BUILDING SYSTEMS TO ALLOW WORKING CLEARANCES AS REQUIRED BY CODE AND UNIT MANUFACTURER. RE:#4,5/M-3.01. AIR HANDLING UNIT FILTER SECTION TO BE ACCESSIBLE IN ATTIC SPACE. COORDINATE INSTALLATION OF UNIT SUPPORTS AND PIPING TO MAINTAIN ACCESS AND CLEARANCE FOR FILTER REPLACEMENT. 2O REFER TO PLUMBING DRAWINGS FOR CONDENSATE DRAIN LINES. 30 MECHANICAL CONTRACTOR SHALL PROVIDE SMOKE DETECTOR IN THE RETURN DUCTWORK OF THE AIR HANDLING UNIT UPSTREAM OF OUTSIDE AIR CONNECTION POINT. SMOKE DETECTOR SHALL BE ACCESSIBLE IN ATTIC SPACE. RE:15/M-3.01. O4 ROUTE REFRIGERANT PIPING IN THE ATTIC SPACE FROM THE AIR HANDLER UNrr OVER TO, DOWN THRU THE WALL, AND OVER TO THE GROUND -MOUNTED CONDENSING UNIT. RE: #4,8,9/M-3.01. 5O PROVIDE SPIN -IN CONNECTION WITH LOCKING QUADRANT DAMPER. TYPICAL ON ALL ROUND DUCTS TAPPED FROM RECTANGULAR BRANCH DUCTWORK ABOVE GYP. BD. CEILINGS, UNLESS OTHERWISE NOTED. RE:#10/M-3.01. © 8"0 OUTSIDE AIR DUCT. PROVIDE MOTORIZED DAMPER IN DUCTWORK AND BALANCE TO CFM AS SCHEDULED IN AIR HANDLER UNIT SCHEDULE. O7 ALL HORIZONTAL EXTERIOR REFRIGERANT PIPING RUNS SHALL BE SUPPORTED FROM WALLS OR SET ON WOOD BLOCKS TO BE KEPT OFF THE GROUND. RE: #8,9/M-3.01. PIPING SHALL BE INSTALLED PERPENDICULAR TO BUILDING LINES IN AN ORDERLY MANNER. ® LOCATE NEW CONDENSING UNIT AS INDICATED. MOUNT UNIT ON EQUIPMENT PAD PER MANUFACTURER'S RECOMMENDATIONS WHILE MAINTAINING WORKING CLEARANCES AS REQUIRED BY CODE AND UNIT MANUFACTURER. RE #6/M-3.01. 90 40"x40" RUSKIN INTAKE AIR LOUVER (MODEL ELF375X) WITH MOTORIZED DAMPER EQUAL TO GREENHECK VCD-23-40X40 AND ACTUATOR EQUAL TO HONEYWELL MS811OA1206. LOCATE CENTER LOUVER ON CENTERLINE OF WALL INTERLOCK OPEN AND CLOSE OPERATION OF DAMPER WITH EF -3. NOTE: LOUVER SHALL BE PROVIDED WITH A FACTORY PROVIDED 70% PVDF BLACK PAINT FINISH. REFER TO ARCHITECTURAL SHEET, A-4, FOR EXACT LOCATION OF LOUVER. 10 WALL -MOUNTED SUPPLY FAN. MOUNT FAN AT 8'-6" AFF. COORDINATE WITH ELECTRICAL. PROVIDE WALL SWITCH AT EACH FAN TOGETHER WITH DUPLEX AT 54" AFF. 0 SUSPEND RADIANT TUBE HEATER FROM CEILING AT 45 DEGREE ANGLE PER MANUFACTURER'S RECOMMENDATIONS. MOUNT THERMOSTAT AT LOCATION SHOWN ON PLAN 54" AFF. 12 6"0 EXHAUST DUCT UP THROUGH REAR OF ROOF SO AS NOT TO BE SEEN FROM FRONT OF BLDG. PROVIDE WEATHER-PROOF ROOF CAP. 13 COORDINATE LOCATION OF INLINE EXHAUST FAN WITH STRUCTURAL SPACING OF 34" FOR FAN. LOCATE FAN ABOVE TOP OF TRUSS CORD AND EXTEND EXHAUST DUCT DOWN TO 24"x24" LOUVERED EXHAUST GRILLE IN SHOP CEILING AS SCHEDULED IN GRILLE SCHEDULE ON M-1.01. ROUTE AND CONNECT 20"x20" DUCT WITH 1" THICK, 1.5 LB DENSITY LINER FROM EXHAUST FAN TO 12" DEEP PLENUM AT 24"x24" RUSKIN LOUVER (MODEL ELF375X) WITH GRAVITY BACKDRAFT DAMPER AND BIRDSCREEN. PLENUM SHALL BE WRAPPED WITH 1-1/2" THICK AND 1.0 LB DENSITY INSULATION. LOUVER SHALL BE PROVIDED WITH A FACTORY PROVIDED 70% PVDF BLACK PAINT FINISH. REFER TO ARCHITECTURAL SHEET, A-4, FOR EXACT LOCATION OF LOUVER. 14 CONNECT 400 SINGLE WALL VENT PIPE TO TUBE HEATER PIPING AND EXTEND SINGLE-WALL TO B -VENT ADPATER. ROUTE FULL SIZE TYPE B FLUE UP THROUGH ROOF WITH FLASHING AND PROVIDE TYPE B ROOF CAP WITH INSECT SCREEN. TERMINATIONS MUST PENETRATE ROOF AT REAR OF BUILDING SO AS NOT TO BE SEEN FROM FRONT OF THE BUILDING. EXTEND VENT A MINIMUM OF 24" ABOVE ANY PORTION OF ROOF WITHIN A HORIZTONAL DISTANCE OF 10 FEET. 15 ROUTE FULL SIZE TYPE B FLUE UP THROUGH ROOF WITH FLASHING AND PROVIDE TYPE B ROOF CAP WITH INSECT SCREEN. TERMINATIONS MUST PENETRATE ROOF AT REAR OF BUILDING SO AS NOT TO BE SEEN FROM FRONT OF THE BUILDING. EXTEND VENT A MINIMUM OF 24" ABOVE ANY PORTION OF ROOF WITHIN A HORIZTONAL DISTANCE OF 10 FEET. 16 PROVIDE WALL MOUNTED ELECTRIC UNIT HEATER, UHE-1, WITH INTEGRAL T -STAT. MOUNT BOTTOM OF HEATER APPROXIMATELY 30" AFF. SET INMAL (ADJUSTABLE) SET POINT AT 60' F. 17 16"x16" RUSKIN LOUVER (MODEL ELF375X) WITH BIRDSCREEN AND MOTORIZED DAMPER EQUAL TO GREENHECK VCD-23-16X16 AND ACTUATOR EQUAL TO HONEYWELL MS811OA1206. INTERLOCK OPEN AND CLOSE OPERATION OF DAMPER WITH EXHAUST FAN, EF -4. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATION. NOTE: LOUVER SHALL BE PROVIDED WITH A FACTORY PROVIDED 70% PVDF BLACK PAINT FINISH. 18 PROVIDE LINE VOLTAGE HONEYWELL THERMOSTAT MODEL T4054B. INTERLOCK FAN'S OPERATION TO ADJUSTABLE TEMPERATURE SET POINT OF THERMOSTAT. SET INITIAL SET POINT AT 80' F (ADJUSTABLE). 19 REFER TO ARCHITECTURAL SHEET, A-4, FOR SOURCE CAPTURE SYSTEM PROVIDED AT CENTER OF EACH BOTTOM PANEL OF EACH BAY DOOR. EXHAUST PORT PROVIDED AND INSTALLED BY DOOR MANUFACTURER. 20 CONNECT 4" DIAMETER COMBUSTION AIR PIPING TO BLOWER UNIT. EXTEND DUCT UP THROUGH ROOF WITH FLASHING AND CONNECT ROOF CAP. COMBUSTION AIR INTAKE SHALL BE A MINIMUM OF 12" FROM ANY FLUE EXHAUST TERMINATION. TERMINATIONS MUST PENETRATE ROOF AT REAR OF BUILDING SO AS NOT TO BE SEEN FROM FRONT OF THE BUILDING. 21 FULL SIZED RETURN AIR DUCT. ROUTE DUCT UP TO UNDERSIDE OF STRUCTURE. ROUTE RETURN AIR DUCT UP TO UNDERSIDE OF STRUCTURE. 22 LOCATE THERMOSTAT ON 45 ANGLED WALL. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION. sPb���pSSa Ura`\e c��r i •c in9 CAS E EngineeringInc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 .40 � .� ..4 . 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com ..icy`• °°.°..sebPPP ° q.. /C - Y\7 P �j /{ RR L ROY CA O. RUMBER q 32485 0'e V �CNAL�1V 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Permit Comments Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: 1 MECHANICAL FLOOR PLAN Drawing No. M-2. 0 1 9RH-1-2020 CU PAD TO BE A MINIMUM OF 3" ABOVE FINISHED GRADE AND SET LEVEL LOCATE EXACT LOCATION WITH CIVIL WORK. PORCH 4 8 ���,IU8100M301 M 30 T M-3.01 v 1 T4§]CRG1 L_ MANAGER O 104 OF T°STAT +48" AFF. AHU-1 22 T U 9 M-3.010 10"0 CSD1 200 12 6"0 T')iLET ROOM 103 6"0 CSD2 LL: ° 50 U O 1 0"0 1 0"0 CSID 1 1 7 375ENTRY/DROP-OFF 375 1 4-3.01 1_O 11 1 01 (TYP.) O 1 U O I EF (12 1 M-301 (TYP.) CENTER EXHAUST FAN OVER TOILET 10 M 301 (TYP.) ----------------------------------------- O PORCH 100 ------------ — F= -- ---------- b 1 1 I 2 LIVL/AKUr-U VI SCALE: 1/4 99=1 9_099 I I I I I I I I MECHANICAL FLOOR PLAN I I I I M: 01 2.5 1 SCALE: 1/8"=l'-099 N i,s i,4 i,o MECHANICAL GENERAL NOTES: A. PRIOR TO SUBMITTING BID, THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REVIEW OF THE GENERAL NOTES, SPECIFICATIONS AND ALL OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND/OR OWNER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. B. COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AND ORDERLY INSTALLATION. DUCTWORK AND PIPING SHALL BE ROUTED TO AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. C. TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT DURING WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION AT NO EXTRA COST TO THE OWNER. D. PROVIDE ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS UNLESS OTHERWISE NOTED. E. NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING IS SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. FIELD VERIFY FINAL EQUIPMENT LOCATIONS TO INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT. F. REFER TO ARCHITECTURAL DRAWINGS FOR ALL RELATED CONSTRUCTION DETAILS AS APPLICABLE TO THE HVAC SYSTEM. CHASES AND PENETRATIONS INTENDED FOR DUCTWORK AND PIPING ROUTINGS SHALL BE VERIFIED WITH ARCHITECT. G. INSTALL ALL DUCTWORK AND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS OTHERWISE SHOWN OR NOTED. H. SEAL ALL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. FIREPROOF ALL PENETRATIONS THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L REQUIREMENTS. I. COORDINATE REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS. J. ALL AIR DEVICES THAT ARE LOCATED CLOSE TO WALL SHALL BE PLACED TO AS TO CLEAR CROWN MOULDING. K. LOCATE, WIRE AND SET THERMOSTATS/TEMPERATURE SENSORS. VERIFY EXACT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. MOUNTING HEIGHTS SHALL BE 54" AFF TO MEET ADA REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS. L. RIGID DUCTWORK INSULATION: PROVIDE 2" THICK, 3/4 LB DENSITY INSULATION WRAP ON ALL RIGID ROUND AND RECTANGULAR CONCEALED SUPPLY AIR DUCTS AND ON ALL OUTSIDE AIR DUCTS (ALL THAT ARE NOT LINED). PROVIDE 1-1/2" THICK, 3 LB DENSITY INTERNAL DUCT LINER ON THE FIRST 15 FEET OF RECTANGULAR SUPPLY AND RETURN AIR DUCTS FROM THE CONNECTION TO THE EQUIPMENT. ALSO PROVIDE INTERNAL DUCT LINER ON ALL EXPOSED DUCTWORK. SIZES ON MECHANICAL PLANS INDICATE CLEAR INSIDE AIRFLOW DIMENSIONS; INCREASE SHEETMETAL SIZES ACCORDINGLY. M• FLEXIBLE DUCTWORK SHALL BE THERMAFLEX TYPE MKE, FLEXMASTER TYPE 8M, OR APPROVED EQUAL, SHALL BE LISTED UNDER U.L. 181 AS CLASS I AIR DUCT AND SHALL BE PROVIDED WITH INTEGRAL 2" THICK, 3/4 LB DENSITY FIBERGLASS INSULATION. FLEXIBLE DUCTWORK NOT TO EXCEED 5'-0" IN LENGTH. INSTALL AND SUPPORT TO AVOID SHARP BENDS AND SAGGING. N. PROVIDE A NEW SET OF AIR FILTERS IN ALL UNITS JUST BEFORE TURNING SYSTEMS OVER TO OWNER. 0. MOTORIZED DAMPERS SHALL BE DRIVEN BY TWO -POSITION, 120 -VOLT ACTUATORS. PROVIDE 24 -VOLT RELAY AND CONNECT TO FAN WIRING FROM THERMOSTAT. REFER TO ELECTRICAL PLANS FOR 120 -VOLT WIRING. P. INSTALL ALL DUCTWORK TIGHT TO STRUCTURE. Q. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH THE CITY'S ADOPTED INTERNATIONAL MECHANICAL CODE, INTERNATIONAL PLUMBING CODE, INTERNATIONAL ENERGY CONSERVATION CODE, ALL STATE REQUIREMENTS, AND LOCAL REQUIREMENTS. MECHANICAL KEYED NOTES: O1 LOCATE NEW AIR HANDLING UNIT AS INDICATED. UNIT SHALL BE ACCESSIBLE FOR SERVICE FROM ATTIC SPACE. MOUNT UNIT TIGHT TO STRUCTURE. SUSPEND UNIT FROM STRUCTURE PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE MOUNTING HEIGHT/LOCATION OF THE UNIT WITH OTHER BUILDING SYSTEMS TO ALLOW WORKING CLEARANCES AS REQUIRED BY CODE AND UNIT MANUFACTURER. RE:#4,5/M-3.01. AIR HANDLING UNIT FILTER SECTION TO BE ACCESSIBLE IN ATTIC SPACE. COORDINATE INSTALLATION OF UNIT SUPPORTS AND PIPING TO MAINTAIN ACCESS AND CLEARANCE FOR FILTER REPLACEMENT. 2O REFER TO PLUMBING DRAWINGS FOR CONDENSATE DRAIN LINES. 30 MECHANICAL CONTRACTOR SHALL PROVIDE SMOKE DETECTOR IN THE RETURN DUCTWORK OF THE AIR HANDLING UNIT UPSTREAM OF OUTSIDE AIR CONNECTION POINT. SMOKE DETECTOR SHALL BE ACCESSIBLE IN ATTIC SPACE. RE:15/M-3.01. O4 ROUTE REFRIGERANT PIPING IN THE ATTIC SPACE FROM THE AIR HANDLER UNrr OVER TO, DOWN THRU THE WALL, AND OVER TO THE GROUND -MOUNTED CONDENSING UNIT. RE: #4,8,9/M-3.01. 5O PROVIDE SPIN -IN CONNECTION WITH LOCKING QUADRANT DAMPER. TYPICAL ON ALL ROUND DUCTS TAPPED FROM RECTANGULAR BRANCH DUCTWORK ABOVE GYP. BD. CEILINGS, UNLESS OTHERWISE NOTED. RE:#10/M-3.01. © 8"0 OUTSIDE AIR DUCT. PROVIDE MOTORIZED DAMPER IN DUCTWORK AND BALANCE TO CFM AS SCHEDULED IN AIR HANDLER UNIT SCHEDULE. O7 ALL HORIZONTAL EXTERIOR REFRIGERANT PIPING RUNS SHALL BE SUPPORTED FROM WALLS OR SET ON WOOD BLOCKS TO BE KEPT OFF THE GROUND. RE: #8,9/M-3.01. PIPING SHALL BE INSTALLED PERPENDICULAR TO BUILDING LINES IN AN ORDERLY MANNER. ® LOCATE NEW CONDENSING UNIT AS INDICATED. MOUNT UNIT ON EQUIPMENT PAD PER MANUFACTURER'S RECOMMENDATIONS WHILE MAINTAINING WORKING CLEARANCES AS REQUIRED BY CODE AND UNIT MANUFACTURER. RE #6/M-3.01. 90 40"x40" RUSKIN INTAKE AIR LOUVER (MODEL ELF375X) WITH MOTORIZED DAMPER EQUAL TO GREENHECK VCD-23-40X40 AND ACTUATOR EQUAL TO HONEYWELL MS811OA1206. LOCATE CENTER LOUVER ON CENTERLINE OF WALL INTERLOCK OPEN AND CLOSE OPERATION OF DAMPER WITH EF -3. NOTE: LOUVER SHALL BE PROVIDED WITH A FACTORY PROVIDED 70% PVDF BLACK PAINT FINISH. REFER TO ARCHITECTURAL SHEET, A-4, FOR EXACT LOCATION OF LOUVER. 10 WALL -MOUNTED SUPPLY FAN. MOUNT FAN AT 8'-6" AFF. COORDINATE WITH ELECTRICAL. PROVIDE WALL SWITCH AT EACH FAN TOGETHER WITH DUPLEX AT 54" AFF. 0 SUSPEND RADIANT TUBE HEATER FROM CEILING AT 45 DEGREE ANGLE PER MANUFACTURER'S RECOMMENDATIONS. MOUNT THERMOSTAT AT LOCATION SHOWN ON PLAN 54" AFF. 12 6"0 EXHAUST DUCT UP THROUGH REAR OF ROOF SO AS NOT TO BE SEEN FROM FRONT OF BLDG. PROVIDE WEATHER-PROOF ROOF CAP. 13 COORDINATE LOCATION OF INLINE EXHAUST FAN WITH STRUCTURAL SPACING OF 34" FOR FAN. LOCATE FAN ABOVE TOP OF TRUSS CORD AND EXTEND EXHAUST DUCT DOWN TO 24"x24" LOUVERED EXHAUST GRILLE IN SHOP CEILING AS SCHEDULED IN GRILLE SCHEDULE ON M-1.01. ROUTE AND CONNECT 20"x20" DUCT WITH 1" THICK, 1.5 LB DENSITY LINER FROM EXHAUST FAN TO 12" DEEP PLENUM AT 24"x24" RUSKIN LOUVER (MODEL ELF375X) WITH GRAVITY BACKDRAFT DAMPER AND BIRDSCREEN. PLENUM SHALL BE WRAPPED WITH 1-1/2" THICK AND 1.0 LB DENSITY INSULATION. LOUVER SHALL BE PROVIDED WITH A FACTORY PROVIDED 70% PVDF BLACK PAINT FINISH. REFER TO ARCHITECTURAL SHEET, A-4, FOR EXACT LOCATION OF LOUVER. 14 CONNECT 400 SINGLE WALL VENT PIPE TO TUBE HEATER PIPING AND EXTEND SINGLE-WALL TO B -VENT ADPATER. ROUTE FULL SIZE TYPE B FLUE UP THROUGH ROOF WITH FLASHING AND PROVIDE TYPE B ROOF CAP WITH INSECT SCREEN. TERMINATIONS MUST PENETRATE ROOF AT REAR OF BUILDING SO AS NOT TO BE SEEN FROM FRONT OF THE BUILDING. EXTEND VENT A MINIMUM OF 24" ABOVE ANY PORTION OF ROOF WITHIN A HORIZTONAL DISTANCE OF 10 FEET. 15 ROUTE FULL SIZE TYPE B FLUE UP THROUGH ROOF WITH FLASHING AND PROVIDE TYPE B ROOF CAP WITH INSECT SCREEN. TERMINATIONS MUST PENETRATE ROOF AT REAR OF BUILDING SO AS NOT TO BE SEEN FROM FRONT OF THE BUILDING. EXTEND VENT A MINIMUM OF 24" ABOVE ANY PORTION OF ROOF WITHIN A HORIZTONAL DISTANCE OF 10 FEET. 16 PROVIDE WALL MOUNTED ELECTRIC UNIT HEATER, UHE-1, WITH INTEGRAL T -STAT. MOUNT BOTTOM OF HEATER APPROXIMATELY 30" AFF. SET INMAL (ADJUSTABLE) SET POINT AT 60' F. 17 16"x16" RUSKIN LOUVER (MODEL ELF375X) WITH BIRDSCREEN AND MOTORIZED DAMPER EQUAL TO GREENHECK VCD-23-16X16 AND ACTUATOR EQUAL TO HONEYWELL MS811OA1206. INTERLOCK OPEN AND CLOSE OPERATION OF DAMPER WITH EXHAUST FAN, EF -4. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATION. NOTE: LOUVER SHALL BE PROVIDED WITH A FACTORY PROVIDED 70% PVDF BLACK PAINT FINISH. 18 PROVIDE LINE VOLTAGE HONEYWELL THERMOSTAT MODEL T4054B. INTERLOCK FAN'S OPERATION TO ADJUSTABLE TEMPERATURE SET POINT OF THERMOSTAT. SET INITIAL SET POINT AT 80' F (ADJUSTABLE). 19 REFER TO ARCHITECTURAL SHEET, A-4, FOR SOURCE CAPTURE SYSTEM PROVIDED AT CENTER OF EACH BOTTOM PANEL OF EACH BAY DOOR. EXHAUST PORT PROVIDED AND INSTALLED BY DOOR MANUFACTURER. 20 CONNECT 4" DIAMETER COMBUSTION AIR PIPING TO BLOWER UNIT. EXTEND DUCT UP THROUGH ROOF WITH FLASHING AND CONNECT ROOF CAP. COMBUSTION AIR INTAKE SHALL BE A MINIMUM OF 12" FROM ANY FLUE EXHAUST TERMINATION. TERMINATIONS MUST PENETRATE ROOF AT REAR OF BUILDING SO AS NOT TO BE SEEN FROM FRONT OF THE BUILDING. 21 FULL SIZED RETURN AIR DUCT. ROUTE DUCT UP TO UNDERSIDE OF STRUCTURE. ROUTE RETURN AIR DUCT UP TO UNDERSIDE OF STRUCTURE. 22 LOCATE THERMOSTAT ON 45 ANGLED WALL. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION. sPb���pSSa Ura`\e c��r i •c in9 CAS E EngineeringInc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 .40 � .� ..4 . 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com ..icy`• °°.°..sebPPP ° q.. /C - Y\7 P �j /{ RR L ROY CA O. RUMBER q 32485 0'e V �CNAL�1V 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 12/11/20 - Revision 1 - Per City Permit Comments Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: 1 MECHANICAL FLOOR PLAN Drawing No. M-2. 0 1 9RH-1-2020 B.7 3,0 -------------- ----- -------- 4,0 27'-2w ELECTRICAL HVAC SCALE: 1/8"=1'-0" i M—A' 2,6 25'-4w I I I I I 2,0 1,8 NOTE_ THIS FACILITY IS CONSIDERED A MINOR REPAIR GARAGE AND FLOOR WORK AREAS SHALL BE UNCLASSIFIED PER NEC 511.3(C). NOTE: 1. REFERENCE MECHANICAL SHEETS FOR UNCLASSIFIED VENTILATION REQUIREMENTS. 2. CLASSIFIED / UNCLASSIFIED BOUNDARIES — THE WHOLE BUILDING IS UNCLASSIFIED. TOILET ROOM 103 J ELECTRICAL KEYED NOTES: O PROVIDE A 30A, 3P, NF, NEMA 313 DISCONNECT SWITCH ON EXTERIOR WALL FOR CU -1 SHUTOFF. DISCONNECT AND DUPLEX LOCATED 4' -6 - OFF BACK WALL FINAL CONNECTIONS SHALL BE MADE VIA SEALTITE FLEXIBLE CONDUIT. O2 PROVIDE A 20A, 1P MOTOR RATED TOGGLE SWITCH FOR AHU-1 DISCONNECT. FINAL CONNECTIONS SHALL BE MADE VIA FMC. O3 ELECTRICAL CONTRACTOR AND MECHANICAL CONTRACTOR SHALL COORDINATE LOCATIONS OF RADIANT HEATERS AND HIGH BAY "M" FIXTURES. O4 EXHAUST FAN TO BE CENTERED OVER TOILET. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH—IN. O5 TYPICAL OF (4): PROVIDE A 30A, 1P MOTOR RATED TOGGLE SWITCH FOR RADIANT HEATER DISCONNECT. FINAL CONNECTIONS SHALL BE MADE VIA SEALTITE FLEXIBLE CONDUIT. O6 PROVIDE A FLEXIBLE CONNECTION AT +156" A.F.F. TO ELECTRIC ACTUATOR IN MECHANICAL INTAKE LOUVER. COORDINATE WORK WITH MECHANICAL CONTRACTOR. SEE WIRING DIAGRAM 2/E-5.01. O7 COORDINATE EXACT LOCATION OF THERMOSTAT WITH MECHANICAL PLANS AND MECHANICAL CONTRACTOR PRIOR TO ROUGH—IN. O8 TYPICAL OF (4) PROVIDE A NEMA 5-20 DUPLEX RECEPTACLE AT +96" A.F.F. FOR OSCILLATION FAN POWER CONNECTION. PROVIDE SPST SWITCHES AT +54" A.F.F. TO CONTROL THESE RECEPTACLES. MOUNT RECEPTACLE AND SWITCH VERTICALLY ALIGNED WITH FAN. O9 E.C. SHALL PROVIDE, INSTALL AND WIRE A SMOKE DETECTOR IN THE RETURN DUCT OF FAN COIL UNIT #1. CONNECT TO FAN COIL UNIT #1 CONTROL CIRCUIT SO THAT IN THE EVENT OF A SMOKE DETECTION THE FAN WILL SHUT DOWN. p WIRE EXHAUST FAN EF -3 AND EF -4 PER DIAGRAM 2/E-5.01. 1 PROVIDE A 30A, 1P, NF, NEMA 3R DISCONNECT SWITCH IN COMPRESSOR 109 FOR WALL MOUNTED ELECTRIC UNIT HEATER. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH—IN AND INSTALLATION. 12 PROVIDE A FLEXIBLE CONNECTION TO ELECTRIC ACTUATOR IN MECHANICAL INTAKE LOUVER. COORDINATE WORK WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH—IN AND INSTALLATION. SEE WIRING DIAGRAM 2/E-5.01. ELECTRICAL GENERAL NOTES: A. REFER TO SHEET E-0.01 FOR GENERAL NOTES AND SYMBOLS THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEYED NOTES. B. ALL 120V 20A CONVENIENCE AND TELEPHONE RECEPTACLES IN REPAIR AREA AND PERIMETER WALLS SHALL BE MOUNTED AT +54" A.F.F. UNLESS NOTED OTHERWISE. C. ALL 120V 20A CONVENIENCE RECEPTACLES SHALL EITHER HAVE INTERNAL GFCI PROTECTION, OR SHALL BE SERVED BY GFCI RATED BREAKERS PER NEC ARTICLE 511.12. D. ALL MULTIWIRE CIRCUITS SHALL HAVE A MINIMUM NEUTRAL SIZE OF #1 OAWG. E. ALL RECEPTACLES IN RECEPTION, OFFICE, SERVICE AREA, AND RESTROOMS SHALL BE MOUNTED AT +24 "A.F.F. UNLESS OTHERWISE NOTED. F. ALL WIRE SIZES SHALL BE #12 THHN/THWN, UNLESS NOTED OTHERWISE. G. ALL CONDUIT SHALL BE 3/4 -EMT, UNLESS NOTED OTHERWISE. H. VERIFY ALL EQUIPMENT, EQUIPMENT PLACEMENT, AND EQUIPMENT MOUNTING HEIGHTS WITH OWNER'S REPRESENTATIVE. I. VERIFY ALL EQUIPMENT OVERCURRENT PROTECTION WITH MANUFACTURER. J. CONDUCTORS HAVE BEEN SIZED FOR A MAXIMUM VOLTAGE DROP OF 2% IN FEEDERS, AND 3% IN BRANCH CIRCUITS. K. ALL OUTLETS, UNLESS OTHERWISE SPECIFIED, TO BE MINIMUM OF 20 AMPS. L UTILIZE SPARES AS NECESSARY FOR ADDITIONAL ELECTRICAL REQUIREMENTS. M. NO WATER PIPING SHALL BE RUN DIRECTLY ABOVE ELECTRICAL PANELS. N. ALL 20A 120V CONVENIENCE RECEPTACLES LOCATED OUTDOORS, IN GARAGE, OR WITHIN 6'-0" OF WATER SUPPLYING PLUMBING FIXTURES SHALL HAVE GFCI PROTECTION. 0. ALL EXTERIOR HOMERUNS SHALL HAVE A MINIMUM CONDUCTOR SIZE OF #1 OAWG. P. ALL ADJACENT POWER, DATA, AND TELEPHONE RECEPTACLES SHALL BE GANGED TOGETHER, AS PRACTICAL Q. THESE DRAWINGS ARE INTENDED TO BE COMPLETE AT THE TIME OF ISSUE, BUT WILL NOT REFLECT ANY NEW EQUIPMENT OR LIGHTS THAT MAY BE MOVED, ADDED, OR SUBSTITUTED AFTER THE ISSUE DATE. PROVIDE ALL NECESSARY BREAKERS, WIRING, CONDUITS, RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC. FOR EQUIPMENT AND LIGHTS NOT SHOWN ON PLANS OR FOR EQUIPMENT AND LIGHTS THAT HAVE BEEN MOVED, SUBSTITUTED, OR ALTERED. VERIFY ALL ELECTRICAL REQUIREMENTS OF NEW OR ALTERNATE EQUIPMENT AND LIGHTS WITH MANUFACTURER. CONTACT ELECTRICAL ENGINEER IF ANY DISCREPANCIES ARISE. R. ELECTRICAL RECEPTACLES ARE TO BE WHITE IN THE OFFICE AREA WITH WHITE COVERPLATES AND BLACK IN THE SHOP AREA WITH STAINLESS STEEL COVERPLATES. S. COORDINATE RECEPTACLE AND DATA MOUNTING HEIGHT AND LOCATION WITH ARCHITECTURAL PLANS A-7 AND A-7.2. Spbb ttAss" i CAA o` CAS E EngineeringInc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com 4 RpQww06.4 DARK ROY CA fIUMBER '° a � s32485�. 0 NAaL 9k 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal 112/11/20 - Revision 1 - Per I City Permit Comments Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: MECHANICAL POWER PLAN Drawing No. E-1 04 ■ 9RH-1-2020 REC. 80 35262 OWNER: I - CITY OF WHEAT RIDGE \ \ \ / \ \ i \ \ W o W FLOOD ZONE "AE" / FLOODWAY / ° ° \ a ° a ° _ \P Op. FIRE YDRANT f I �� %T --J --01t W W 5 \ \ \ / / V / M TCH TO EXIST. .11 ° tEXST I. TRAFFIC SI NAL \ \ - PROP. 5' CONIC. S/W I o \ \ I �� � i I L REC. 2017070099 OWNER: \ \ a CITY OF WHEAT RIDGE / I PROP. 18 STAIRS WITH I K PROP. 2.5' DECORATIVE � I PROP. CONIC. PAD & TRASH SEGMENTAL WALL 6.5 RETAINING WALL PROP. 5 CONIC S/W I 3 I STAIRWELL 5'; ENCLOSURE. SEE ARCH PLANS I / I I FOR WALLTYPE ND FlNISH ■ ■ ■ ■IN■ ■ EXIST. BIIS STOP BENCH \ \ \ PROP. CATCH CURB I o ■ �! / ■ PROP. CATCH CURB I ---- ■ ° EXIST. Bu� sroP SIGN REC. 80035262 -_ - _ - = 32,33' OWNER: I PROP. SPILL CURB I CITY OF WHEAT RIDGE PROP. 4.3' DECORATIVE / SEGMENTAL WALL I r-44 •.r.•::.::.: •.�L:; • - I I i � _ _ – – llACM1Rl .1.�: _ -BUS STOP EASEMENT \ I:''::�' 'Y'x v III REC 2019042960 \ l / I R3 I R3' 'r.:: Ys s I q . I I I I I I I I I 'w•. sr..• •.•. III I I I I I I 26, I I �: ;x :;A►: I � � I 150' IIOi LOIG1H PROP. 24' EMERGENCY ACC PROP. 26 EMERGENCY I I / I ESS EASEMENT I I ACCESS EASEMENT, EXISTING/ PROP. 3' MAX DECORATIVE 15' PERMANENT I I I I Q SEGMENTAL WALL / I I I .:. m IIII ° STOR WATER \ / I tir.!?!�: F m ° w DRAINAGE EASEMENT \ I I I I ..�.A ;;;,; v rr h E. 201708388 \ I I I I :sr : Y y III ■ �o \ ' I ::p. r.:: I I L_ J /• II R3 I I I „RYrs y; � w O I ■ CD C-4 � N / I I I I �Yti4'rti f�'� It Q05 o III ■ � � `o a ■ a PROP. ASPHALT PAVING -1 w ' m O m ■ l m Q N II W III■ a 3 w w :.. :..' "r . N III ■ ■ o m U / : �� R. •1.::: ::• . III Q � I I �� ■ w \ \ / I / I I I :A'•' Y: }.::1 III /. I I I x11 E m I■ ... • ..... I a:. , IIII ■ \ L---- I I I 34.83'rr1 IilliLL .\ I I •::• x: III � w ° \ \ / \ I I I tir.:• :a I � a: IIII I' I xY �' Y ; I : � ' IIII 150r NOfiE LENGIH y PROP. CATCH CURB Y I � I I .4 i ■ ,- I II l I li IIS � ■ R3' �I I yI i ■ � PROP. FLUSH CONC.+ + ALKI I ■ \ 3 i iISI i OP. 5' CONIC. \ \ \ \ 0: DRAINAGE EASEMENT * i R3' I i ®� R3' ° - I ■ , H (2) STEPS AND / I PROP. PEDESTRIAN AMO - - d \ I I I 24 4.5 H 1+ +I I I j- - - - - - - - - - ----- -- I II w L X15.- - J IIII (I o ' � / ~ \ I I III- ==___ = ----•I� ■ ME MIMI ME M I ■ / \ i % PROP. SPILL CURB I • PROP. • I❑ \ I haEXIST. SIGN "CROSS ONLY 10' DRAINAGE E.�NT \ I 6 a / \ 1 CUE LIE AT CROSS WALK.. W I PROP. 7' MAX, 150 SF \ EXIST. IF MONUMENT SIGN. 5' SETBACK .' RIP -RAP /� I 31.92' I PROP. 6' INTEGRAL S/W ° i I L—SS— — — — — — — — - PROP. TCH CURB----- �W PROP. 30" R1-1 o I I r STOPROP. FIRE gYDRANT a "P SIGN" II a L-- -- -- -- --- - IL_'p? a-- - o _73.82'_ J s• ------- Q----- CIL - ° w° SITE LEGEND ® EXISTING PROPERTY UNE N ADJACENT PROPERTY UNE EXISTING EASEMENT 0 10 20 PROPOSED BUILDING OUTLINE - - - - - - - - - 5381 - EXISTING MINOR CONTOUR SCALE: 1"=20' --------- 5380 --- EXISTING MAJOR CONTOUR 5379 PROPOSED MINOR CONTOUR 5380 PROPOSED MAJOR CONTOUR EXISTING POND — FLOOD ZONE LINE \ FLOOD ZONE "AE" 14- FLOOD ZONE "X" ° s a EXISTING CONCRETE PAVING ° PROPOSED CONCRETE PAVING PROPOSED 6' CONCRETE PAVING W / #4 REBAR AT 24"OCEW PROPOSED 8 CONCRETE PAVING PROPOSED ASPHALT PAVING ----------------------� --------- I PROPOSED BUILDING HATCH -------------- PROPOSED DOOR ® PROPOSED WHEELSTOP �— PROPOSED SIGN ® PROPOSED ADA PARKING SYMBOL 0 PROPOSED MONUMENT SIGN PROPOSED CURB AND GUTTER PROPOSED WALL C� PROPOSED FIRE HYDRANT Q❑ O ® PROPOSED STORM STRUCTURES ®® PROPOSED WATER STRUCTURES mm PROPOSED SANITARY STRUCTURE •� PROPOSED TRANSFORMER PAD ■ �s ■ EXISTING SANITARY MANHOLE EXISTING ELECTRIC STRUCTURE EXISTING TRAFFIC SIGNAL EXISTING STORM STRUCTURES EXISTING SIGN EXISTING WALL O O O O O EXISTING RIP RAP EXISTING BENCH ■■■■■■■■■■■■■■■■■■■■■ PROPOSED FIRE HOSE RUN FIRE APPARATUS ACCESS NOTES 1. ALL DRIVABLE SURFACES ARE DESIGNED TO ACCOMMODATE A VEHICLE DESIGN WEIGHT OF 85,000 LBS. 2. THE ANGLES OF APPROACH AND DEPARTURE AT ALL INTERSECTIONS OR CHANGES IN GRADE SHALL BE LESS THAN 10 DEGREES. 3. THE MAXIMUM SLOPE AT ANY DRIVE AISLE DOES NOT EXCEED 1OX 4. THE APPARATUS TURNING MOVEMENT AND RADII REQUIREMENTS OF THE FIRE DISTRICT ACCOMMODATE AN INSIDE RADIUS OF 27 FT AND AN OUTSIDE RADIUS OF 50 FT. SITE REQUIREMENTS DURING CONSTRUCTION 1. ACCESS DURING CONSTRUCTION SHALL COMPLY WITH IFC CHAPTER 33 AND NFPA STANDARD 241. 2. WHEN FIRE APPARATUS ACCESS ROADS OR WATER SUPPLY FOR FIRE PROTECTION IS REQUIRED TO BE INSTALLED, SUCH PROTECTION SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION EXCEPT WHEN APPROVED ALTERNATIVE METHODS OF PROTECTIONS ARE PROVIDED. 3. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. WEST METRO FIRE RESCUE REQUIRES A FIRST LIFT ASPHALT ON THE APPROVED ACCESS ROAD PRIOR TO ABOVE GROUND CONSTRUCTION. 4. AS AMENDED, FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 24 FEET OF WIDTH AT ALL TIMES. 5. THE FIRE APPARATUS ACCESS ROAD SHALL EXTEND TO WITHIN 150 FEET OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. SIGNS PROHIBITING PARKING OR OBSTRUCTING THE DESIGNATED ACCESS ROAD(S) SHALL BE POSTED CONSPICUOUSLY THROUGHOUT. 6. TEMPORARY STREET SIGNS SHALL BE POSTED CONSPICUOUSLY THROUGHOUT THE BUILD SITE AND PREMISES IDENTIFICATION (UNIT ADDRESSING) SHALL BE POSTED CONSPICUOUSLY ON EACH INDIVIDUAL UNIT. 7. GATES MAY BE CHAINED / LOCKED TO PROHIBIT ACCESS WHEN WORK IS NOT BEING CONDUCTED ON THE SITE. 8. GATE WIDTH SHALL PROVIDE 20' OF CLEAR SPACE. VERTICAL CLEARANCE SHALL NOT BE LESS THAN 13 FEET 6 INCHES. 9. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. 10. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE PRIOR TO THE DELIVERY OF ANY COMBUSTIBLE CONSTRUCTION MATERIALS. 11. PRIOR TO REQUESTING A FINAL BUILDING INSPECTION, THE FOLLOWING SITE ELEMENTS MUST BE INSTALLED AND AVAILABLE FOR INSPECTION: A. FINAL LANDSCAPING IN THE VICINITY OF ALL FIRE PROTECTION FEATURES (FDC, FIRE HYDRANTS, ETC.) B. REQUIRED FIRE LAND MARKINGS AND SIGNAGE. C. BUILDING ADDRESS, MONUMENT SIGNS, STREET SIGNS, AND ALL OTHER WAYFINDING ELEMENTS. D. GATES, FENCES, AND OTHER BARRIERS THAT MAY OBSTRUCT BUILDING ACCESS. E. BOLLARDS AND OTHER EXTERIOR PROTECTION DEVICES. F. KNOX BOX OR KNOX KEY ACCESS FEATURES (GATE ACCESS ETC.) Ura`\es Abbott N CA,A G %"g 0,4\0 O CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD 0 LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER 0 SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. Knave wham below. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT Call blare you da IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. Ga000goway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GallowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. Issue / Description CITY REVIEW COMMENTS Init. JDP VV VV W ° W JDP 3 12/07/20 EASEMENT RESUB. PROP. 4' CROSS PAN o J UJ 28.22' (D PRIVATE DRIVE \0' ACCESS & U71L17_V EASEMENT– PROPERTY LINE / REC 2017070095 1FEC7PR0CAL �0 EASEMENT AREA REC 2017070099 S ss— 13nJ Q o oo EXIST. EXIST. BLOCK UJ 0 LL CD � RETAINING = WALL 00 �moo. mop- � I I U w \ FT w 0 Ln c Z O z 0 O SITE LEGEND ® EXISTING PROPERTY UNE N ADJACENT PROPERTY UNE EXISTING EASEMENT 0 10 20 PROPOSED BUILDING OUTLINE - - - - - - - - - 5381 - EXISTING MINOR CONTOUR SCALE: 1"=20' --------- 5380 --- EXISTING MAJOR CONTOUR 5379 PROPOSED MINOR CONTOUR 5380 PROPOSED MAJOR CONTOUR EXISTING POND — FLOOD ZONE LINE \ FLOOD ZONE "AE" 14- FLOOD ZONE "X" ° s a EXISTING CONCRETE PAVING ° PROPOSED CONCRETE PAVING PROPOSED 6' CONCRETE PAVING W / #4 REBAR AT 24"OCEW PROPOSED 8 CONCRETE PAVING PROPOSED ASPHALT PAVING ----------------------� --------- I PROPOSED BUILDING HATCH -------------- PROPOSED DOOR ® PROPOSED WHEELSTOP �— PROPOSED SIGN ® PROPOSED ADA PARKING SYMBOL 0 PROPOSED MONUMENT SIGN PROPOSED CURB AND GUTTER PROPOSED WALL C� PROPOSED FIRE HYDRANT Q❑ O ® PROPOSED STORM STRUCTURES ®® PROPOSED WATER STRUCTURES mm PROPOSED SANITARY STRUCTURE •� PROPOSED TRANSFORMER PAD ■ �s ■ EXISTING SANITARY MANHOLE EXISTING ELECTRIC STRUCTURE EXISTING TRAFFIC SIGNAL EXISTING STORM STRUCTURES EXISTING SIGN EXISTING WALL O O O O O EXISTING RIP RAP EXISTING BENCH ■■■■■■■■■■■■■■■■■■■■■ PROPOSED FIRE HOSE RUN FIRE APPARATUS ACCESS NOTES 1. ALL DRIVABLE SURFACES ARE DESIGNED TO ACCOMMODATE A VEHICLE DESIGN WEIGHT OF 85,000 LBS. 2. THE ANGLES OF APPROACH AND DEPARTURE AT ALL INTERSECTIONS OR CHANGES IN GRADE SHALL BE LESS THAN 10 DEGREES. 3. THE MAXIMUM SLOPE AT ANY DRIVE AISLE DOES NOT EXCEED 1OX 4. THE APPARATUS TURNING MOVEMENT AND RADII REQUIREMENTS OF THE FIRE DISTRICT ACCOMMODATE AN INSIDE RADIUS OF 27 FT AND AN OUTSIDE RADIUS OF 50 FT. SITE REQUIREMENTS DURING CONSTRUCTION 1. ACCESS DURING CONSTRUCTION SHALL COMPLY WITH IFC CHAPTER 33 AND NFPA STANDARD 241. 2. WHEN FIRE APPARATUS ACCESS ROADS OR WATER SUPPLY FOR FIRE PROTECTION IS REQUIRED TO BE INSTALLED, SUCH PROTECTION SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION EXCEPT WHEN APPROVED ALTERNATIVE METHODS OF PROTECTIONS ARE PROVIDED. 3. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. WEST METRO FIRE RESCUE REQUIRES A FIRST LIFT ASPHALT ON THE APPROVED ACCESS ROAD PRIOR TO ABOVE GROUND CONSTRUCTION. 4. AS AMENDED, FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 24 FEET OF WIDTH AT ALL TIMES. 5. THE FIRE APPARATUS ACCESS ROAD SHALL EXTEND TO WITHIN 150 FEET OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. SIGNS PROHIBITING PARKING OR OBSTRUCTING THE DESIGNATED ACCESS ROAD(S) SHALL BE POSTED CONSPICUOUSLY THROUGHOUT. 6. TEMPORARY STREET SIGNS SHALL BE POSTED CONSPICUOUSLY THROUGHOUT THE BUILD SITE AND PREMISES IDENTIFICATION (UNIT ADDRESSING) SHALL BE POSTED CONSPICUOUSLY ON EACH INDIVIDUAL UNIT. 7. GATES MAY BE CHAINED / LOCKED TO PROHIBIT ACCESS WHEN WORK IS NOT BEING CONDUCTED ON THE SITE. 8. GATE WIDTH SHALL PROVIDE 20' OF CLEAR SPACE. VERTICAL CLEARANCE SHALL NOT BE LESS THAN 13 FEET 6 INCHES. 9. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. 10. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE PRIOR TO THE DELIVERY OF ANY COMBUSTIBLE CONSTRUCTION MATERIALS. 11. PRIOR TO REQUESTING A FINAL BUILDING INSPECTION, THE FOLLOWING SITE ELEMENTS MUST BE INSTALLED AND AVAILABLE FOR INSPECTION: A. FINAL LANDSCAPING IN THE VICINITY OF ALL FIRE PROTECTION FEATURES (FDC, FIRE HYDRANTS, ETC.) B. REQUIRED FIRE LAND MARKINGS AND SIGNAGE. C. BUILDING ADDRESS, MONUMENT SIGNS, STREET SIGNS, AND ALL OTHER WAYFINDING ELEMENTS. D. GATES, FENCES, AND OTHER BARRIERS THAT MAY OBSTRUCT BUILDING ACCESS. E. BOLLARDS AND OTHER EXTERIOR PROTECTION DEVICES. F. KNOX BOX OR KNOX KEY ACCESS FEATURES (GATE ACCESS ETC.) Ura`\es Abbott N CA,A G %"g 0,4\0 O CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD 0 LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER 0 SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. Knave wham below. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT Call blare you da IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. Ga000goway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GallowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. # Date 1 09/28/20 Issue / Description CITY REVIEW COMMENTS Init. JDP 2 10/23/20 CITY REVIEW COMMENTS JDP 3 12/07/20 EASEMENT RESUB. JDP J UJ (D Z �0 Q 13nJ Q UJ Z = 0 M M O CD U w 00 w 0 Z O z 0 O C-0 W ULLU� °O� # Date 1 09/28/20 Issue / Description CITY REVIEW COMMENTS Init. JDP 2 10/23/20 CITY REVIEW COMMENTS JDP 3 12/07/20 EASEMENT RESUB. JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 18.10.2020 FIRE LIFE SAFETY PLAN C2,7 Sheet 12 of 29 SC -6 Inlet Protection (IP) IP A SEE ROCK SOCK DESIGN ROCK DETAIL FOR JOINTING ROCK SOCKS SOCKS 16" CINDER 16' CINDER _ BLOCKS BLOCKS "r FLOW O 2"x4" WOOD STUD MIN. CURB INLET 2"x4" WOOD - SECTION A - STUD IP -1. BLOCK AND ROCK SOCK SUMP OR ON GRADE INLET PROTECTION BLOCK AND CURB SOCK INLET PROTECTION INSTALLATION NOTES 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2. CONCRETE "CINDER" BLOCKS SHALL BE LAID ON THEIR SIDES AROUND THE INLET IN A SINGLE ROW, ABUTTING ONE ANOTHER WITH THE OPEN END FACING AWAY FROM THE CURB. 3. GRAVEL BAGS SHALL BE PLACED AROUND CONCRETE BLOCKS, CLOSELY ABUTTING ONE ANOTHER AND JOINTED TOGETHER IN ACCORDANCE WITH ROCK SOCK DESIGN DETAIL. MINIMUM OF TWO CURB SOCKS APPROX 30 DEG. BLOCK AND ROCK SOCK INLET PROTECTION(SEE DETAIL IP -1) d CURB 7SOCK FLOW IP -2. CURB ROCK SOCKS UPSTREAM OF INLET PROTECTION CURB ROCK SOCK INLET PROTECTION INSTALLATION NOTES 1. SEE ROCK SOCK DESIGN DETAIL INSTALLATION REQUIREMENTS. 2. PLACEMENT OF THE SOCK SHALL BE APPROXIMATELY 30 DEGREES FROM PERPENDICULAR IN THE OPPOSITE DIRECTION OF FLOW. 3. SOCKS ARE TO BE FLUSH WITH THE CURB AND SPACED A MINIMUM OF 5 FEET APART. 4. AT LEAST TWO CURB SOCKS IN SERIES ARE REQUIRED UPSTREAM OF ON -GRADE INLETS. IP -4 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 Sediment Basin (SB) SC -7 SEDIMENT BASIN MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED IN BASIN SHALL BE REMOVED AS NEEDED TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN SEDIMENT DEPTH REACHES ONE FOOT (I.E.. TWO FEET BELOW THE SPILLWAY CREST). 5. SEDIMENT BASINS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE LOCAL JURISDICTION. 6. WHEN SEDIMENT BASINS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (DETAILS ADAPTED FROM DOUGLAS CMM. COLORADO) MOTE' MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. August 2013 Urban Drainage and Flood Control District SB -7 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC -6 Planting Species' Growth Pure Live Seed INLET GRATE I P (Common name) Season' (PLS)/acre (inches) 1. Oats Cool 35-50 1 - 2 SEE ROCK SOCK DETAIL 25-35 1 - 2 3. Spring barley Cool 25-35 1 - 2 4. Annual ryegrass Cool FOR JOINTING ROCK SOCK ,. 3-15 % - s/ 6. Sudangrass Warm 5-10 IP -3. ROCK SOCK SUMP/AREA INLET PROTECTION ROCK SOCK SUMP/AREA INLET PROTECTION INSTALLATION NOTES 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2. STRAW WATTES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF ROCK SOCKS FOR INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. INLET GRATE N T LSFJI SILT FENCE (SEE SILT FENCE DESIGN DETAIL ) IP -4. SILT FENCE FOR SUMP INLET PROTECTION SILT FENCE INLET PROTECTION INSTALLATION NOTES 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2. POSTS SHALL BE PLACED AT EACH CORNER OF THE INLET AND AROUND THE EDGES AT A MAXIMUM SPACING OF 3 FEET. 3. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF SILT FENCE FOR INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. August 2013 Urban Drainage and Flood Control District IP -5 Urban Storm Drainage Criteria Manual Volume 3 Temporary and Permanent Seeding (TS/PS) EC -2 Seeding dates for the highest success probability of perennial species along the Front Range are generally in the spring from April through early May and in the fall after the first of September until the ground freezes. If the area is irrigated, seeding may occur in summer months, as well. See Table TS/PS-3 for appropriate seeding dates. Table TSPS -1. Minimum Drill Seeding Rates for Various Temporary Annual Grasses June 2012 Urban Drainage and Flood Control District TSPS -3 Urban Storm Drainage Criteria Manual Volume 3 MM -1 Concrete Washout Area (CWA) CWA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY, 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS ACCUMULATED IN PIT SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY. 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM DOUGLAS COLI COLORADO ANO THE CITY OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAO). NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULTWITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CWA4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 SC -6 Inlet Protection (IP) SILT I P FENCE AREA INLET SHEET I SILT FLAW i FENCE ECB 2:1 MAX -�_ 1 >3 i' MIN AREA 2' MAX ECB INLET 4 ROCK FILTER CONCENTRATED OR ROCK SOCK FLOW (USE IF FLOW IS CONCENTRATED) IP -5. OVEREXCAVATION INLET PROTECTION OVEREXCAVATION INLET PROTECTION INSTALLATION NOTES 1. THIS FORM OF INLET PROTECTION IS PRIMARILY APPLICABLE FOR SITES THAT HAVE NOT YET REACHED FINAL GRADE AND SHOULD BE USED ONLY FOR INLETS WITH A RELATIVELY SMALL CONTRIBUTING DRAINAGE AREA. 2. WHEN USING FOR CONCENTRATED FLOWS. SHAPE BASIN IN 2:1 RATIO WITH LENGTH ORIENTED TOWARDS DIRECTION OF FLOW. 3. SEDIMENT MUST BE PERIODICALLY REMOVED FROM THE OVEREXCAVATED AREA. STRAW BALE (SEE STRAW BALE DESIGN DETAIL) INLET GRATE IP -6. STRAW BALE FOR SUMP INLET PROTECTION STRAW BALE BARRIER INLET PROTECTION INSTALLATION NOTES 1. SEE STRAW BALE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2. BALES SHALL BE PLACED IN A SINGLE ROW AROUND THE INLET WITH ENDS OF BALES TIGHTLY A13UTTING ONE ANOTHER, IP -6 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 EC -2 Temporary and Permanent Seeding (TS/PS) Table TSPS -2. Minimum Drill Seeding Rates for Perennial Grasses Commons Name Pounds of Planting Species' Growth Pure Live Seed Depth (Common name) Season' (PLS)/acre (inches) 1. Oats Cool 35-50 1 - 2 2. Spring wheat Cool 25-35 1 - 2 3. Spring barley Cool 25-35 1 - 2 4. Annual ryegrass Cool 10-15 h 5. Millet Warm 3-15 % - s/ 6. Sudangrass Warm 5-10 %2 - T/4 7. Sorghum Warm 5-10 %2 - 3/4 8. Winter wheat Cool 20-35 1 - 2 9. Winter barley Cool 20-35 1 -2 10. Winter rye Cool 20-35 1-2 11. Triticale Cool 25-40 1 -2 ' Successful seeding of annual grass resulting in adequate plant growth will usually produce enough dead -plant residue to provide protection from wind and water erosion for an additional year. This assumes that the cover is not disturbed or mowed closer than 8 inches. Hydraulic seeding may be substituted for drilling only where slopes are steeper than 3:1 or where access limitations exist. When hydraulic seeding is used, hydraulic mulching should be applied as a separate operation, when practical, to prevent the seeds from being encapsulated in the mulch. b See Table TS/PS-3 for seeding dates. Irrigation, if consistently applied, may extend the use of cool season species during the summer months. Seeding rates should be doubled if seed is broadcast, or increased by 50 percent if done using a Brillion Drill or by hydraulic seeding. June 2012 Urban Drainage and Flood Control District TSPS -3 Urban Storm Drainage Criteria Manual Volume 3 MM -1 Concrete Washout Area (CWA) CWA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY, 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS ACCUMULATED IN PIT SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY. 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM DOUGLAS COLI COLORADO ANO THE CITY OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAO). NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULTWITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CWA4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 SC -6 Inlet Protection (IP) SILT I P FENCE AREA INLET SHEET I SILT FLAW i FENCE ECB 2:1 MAX -�_ 1 >3 i' MIN AREA 2' MAX ECB INLET 4 ROCK FILTER CONCENTRATED OR ROCK SOCK FLOW (USE IF FLOW IS CONCENTRATED) IP -5. OVEREXCAVATION INLET PROTECTION OVEREXCAVATION INLET PROTECTION INSTALLATION NOTES 1. THIS FORM OF INLET PROTECTION IS PRIMARILY APPLICABLE FOR SITES THAT HAVE NOT YET REACHED FINAL GRADE AND SHOULD BE USED ONLY FOR INLETS WITH A RELATIVELY SMALL CONTRIBUTING DRAINAGE AREA. 2. WHEN USING FOR CONCENTRATED FLOWS. SHAPE BASIN IN 2:1 RATIO WITH LENGTH ORIENTED TOWARDS DIRECTION OF FLOW. 3. SEDIMENT MUST BE PERIODICALLY REMOVED FROM THE OVEREXCAVATED AREA. STRAW BALE (SEE STRAW BALE DESIGN DETAIL) INLET GRATE IP -6. STRAW BALE FOR SUMP INLET PROTECTION STRAW BALE BARRIER INLET PROTECTION INSTALLATION NOTES 1. SEE STRAW BALE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2. BALES SHALL BE PLACED IN A SINGLE ROW AROUND THE INLET WITH ENDS OF BALES TIGHTLY A13UTTING ONE ANOTHER, IP -6 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 EC -2 Temporary and Permanent Seeding (TS/PS) Table TSPS -2. Minimum Drill Seeding Rates for Perennial Grasses Commons Name Botanical Name Growth Season Growth Form Seeds/ Pound Pounds of PLS/acre AlakaG Soil Seed Mix Alkali sacaton Sporobolus airoides Cool Bunch 1,750,000 0.25 Basin wildrye Ely- cinereus Cool Bunch 165,000 2.5 Sodar streambank wheatgrass Agropyron riparium 'Sodar' Cool Sod 170,000 2.5 Jose tall wheatgrass Agropyron elongatum Jose' Cool Bunch 79,000 7.0 Amba western wheatgrass Agropyron smithii Amba' Cool Sod 1 MGM 5.5 Total Sporobolus cryptandms Cool Bunch 5,298,000 17.75 Fertile Loamy Soil Seed Mix Ephriam crested wheatgrass Agropyron cristamm Ephriam' Cool Sod 175,000 2.0 Dural hard fescue Festum ovina 'duriuscula' Cool Bunch 565,000 1.0 Lincoln smooth brome Bromus inermis leyss Cool 'Lincoln' Sod 130,000 3.0 Sodar stmambank wheatgrass Agropyron riparium 'Sodar' Cool Sod 170,000 2.5 Amba western wheatgrass Agropyron smithii Amba' Cool Sod 110,000 7.0 Total Cool Sod 175,000 15.5 High Water Table Soil Seed Mix Meadow foxtail Alopecurus pratensis Cool Sod 900,000 0.5 Redtop Agrostis alba Warm Open sod 5,000,000 0.25 Reed canarygmss Phalaris arundinacea Cool Sod 68,000 0.5 Lincoln smooth brome Bromus inermis leyss Cool 'Lincoln' Sod 130,000 3.0 Pathfinder switchgrass PPathfinathfin der' virgamm warm Sod 389,000 1.0 Alkar tall wheatgrass Agropyron elongamm Cool Alkar' Bunch 79,000 5.5 Total Cool Sod 130,000 10.75 Transition Turf Seed Mix` Ruebens Canadian bluegrass Poa compressa 'Rueben' Cool Sod 2,500,000 0.5 Dural hard fescue Festum ovina 'duriuscula' Cool Bunch 565,000 1.0 Citation perennial ryegrass Lolium perenne'Citation' Cool Sod 247,000 3.0 Lincoln smooth brome Bromus inermis leyss 'Lincoln' Coo] Sod 130,000 3.0 Total 7.5 TS/PS-4 Urban Drainage and Flood Control District June 2012 Urban Storm Drainage Criteria Manual Volume 3 Stabilized Staging Area (SSA) SM -6 SF/GF - SF/GF ONSLYE v J JA CONSTRUCBON CONSTRUCTION VEHICLE TRAILERS "" PARKING (1F� '• NEEDED), CONSTRUCTION SITE ACCESS \ 4 � rn m 3" MIN. THICKNESS - MATERIAL " GRANULAR MATERIAL STABILIZED STORAGE ° CONSTRUCTION ' ENTRANCE (SEE N DETAILS VTC -1 TO VTC -3 . SILT FENCE CONSTRUCTION - SF/CF - N SF/CF FENCING AS NEEDED EXISTING ROADWAY SSA -1. STABILIZED STAGING AREA STABILI2E0 STAGING AREA INSTALLATION NOTES 1. SEE PLAN VIEW FOR -LOCATION OF STAGING AREA(S). -CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL FROM THE LOCAL JURISDICTION. 2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE. OVERSIZING RESULTS IN A LARGER AREA TO STABIUZE FOLLOWING CONSTRUCTION. 3. STAGING AREA SHALL BE STABILIZED PRIOR TO OTHER OPERATIONS ON THE SITE. 4. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3' THICK GRANULAR MATERIAL. 5. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. f703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. 6. ADDITIONAL PERIMETER BMPs MAY BE REQUIRED INCLUDING BUT NOT LIMITED TO SILT FENCE AND CONSTRUCTION FENCING. STABW7ED STAGING AREA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED. November 2010 Urban Drainage and Flood Control District SSA -3 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC -6 P CIP L FLOW -_ 0 (12" MIN.) B CULVERT END SECTION BACKFILL UPSTREAM ROCK ROCK SOCK OF WATTLE SOCK 4 CULVERT INLET PROTECTION SECTION A PLAN10" MIN. •��t�I�L-KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP KEY IN ROCK SOCK 2" ON EARTH SECTION B CIP-1. CULVERT INLET PROTECTION CULVERT INLET PROTECTION INSTALLATION NOTES 1. SEE PLAN VIEW FOR -LOCATION OF CULVERT INLET PROTECTION. 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING DETAIL. CULVERT INLET PROTECTION MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE SEDIMENT DEPTH IS Y2 THE HEIGHT OF THE ROCK SOCK. 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. (DETAILS ADAPTED FROM AURORA COLORADO, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. August 2013 Urban Drainage and Flood Control District IP -7 Urban Storm Drainage Criteria Manual Volume 3 Temporary and Permanent Seeding (TS/PS) EC -2 Table TSPS -2. Minimum Drill Seeding Rates for Perennial Grasses (cont.) Common Botanical Growth Growth Seeds/ Pounds of Name Name Seasonb Form Pound PLS/acre Sandy Soll Seed Mu Blue grams Bouteloua gracilis Wann Sod -forming bunchgrass 825,000 0.5 Camper little bluestem Schizachyrium scoparium 'Camper' Warm Bunch 240,000 1.0 October 1 -December 31 ✓ ✓ 2)52 6 +3 Prairie sandreed Calamovilfa longifolia Warm Open sod 274,000 1.0 Sand dropseed Sporobolus cryptandms Cool Bunch 5,298,000 0.25 Vaughn sideoats grams Boutelow curtipendula 'Vaughn' warm Sod 191,000 2.0 11 61 16 3)S2 12 4)4 Amba western wheatgrass Agropyron smithii Amba Cool Sod 110,000 5.5 Total 70 J6 21 176 15 10.25 Heavy Clay, Rocky Foothill Seed Mix Ephriam crested wheatgrass Agropyron cristamm Cool Sod 175,000 1.5 Ephriam' co Oahe Intermediate wheatgrass Agropyron intermedium Cool Sod 115,000 5.5 ~O 'Oahe' 00 Vaughn sidecars grams` ow curtipendula warm Sod 191,000 2.0 � 'Vaughn' 'Vaughn' W V V J Lincoln smooth brome Bromus in -is leyss Cool Sod 130,000 3.0 0 'Lincoln' z �_ U Amba western wheatgrass Agropyron smithii Amba' Cool Sod 110,000 5.5 Total 17.5 s All of the above seeding mixes and rates are based on drill seeding followed by crimped straw mulch. These rates should be doubled if seed is broadcast and should be increased by 50 percent if the seeding is done using a Brillion Drill or is applied through hydraulic seeding. Hydraulic seeding may be substituted for drilling only where slopes are steeper than 3:1. If hydraulic seeding is used, hydraulic mulching should be done as a separate operation. See Table TSPS -3 for seeding dates. ` If site is to be irrigated, the transition turf seed Fares should be doubled. d Crested wheatgrass should not be used on slopes steeper than 611 to IV. ` Can substitute 0.5 lbs PLS of blue grama for the 2.0 lbs PLS of Vaughn sidecars grama. June 2012 Urban Drainage and Flood Control District TSPS -5 Urban Storm Drainage Criteria Manual Volume 3 SM -6 Stabilized Staging Area (SSA) ST NII O STA •IN . AR A MAINNAN . NOTES 5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, STORAGE, AND UNLOADING/LOADING OPERATIONS. 6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE GRANULAR MATERIAL SHALL BE REMOVED OR IF APPROVED BY THE LOCAL JURISDICTION USED ON SITE AND THE AREA COVERED WITH TOPSOIL SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCAL JURISDICTION. MOTE, MANY MUNICIPALITIES PROHIBIT THE USE OF RECYCLED CONCRETE AS GRANULAR MATERIAL FOR STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-ESTABLISHMENT OF VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED. MOTE; MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS AIIAMD FROM DOUGLAS COUNN, COLORADO, NOT AVAILABLE IN AUTOCAJ) SSA4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 SC -6 Inlet Protection (IP) GENERAL INLET PROTECTION INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -LOCATION OF INLET PROTECTION. -TYPE OF INLET PROTECTION (IP.1, IP.2, IP.3, IPA. IP.5, IP.6) 2.INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. 3. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCO STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. INLET PROTECTION MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3WHERE BMP' HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y. OF THE HEIGHT FOR STRAW HALES. 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS. 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FR WA TOWN OF PARKER, COLORADO AND CITY OF AURORA COLORADO. NOT -ABLE IN AUMCW) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. NOTE: SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET PROTECTION IS ACCEPTABLE. IP -8 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 EC -2 Temporary and Permanent Seeding (TS/PS) Table TSPS -3. Seeding Dates for Annual and Perennial Grasses Annual Grasses Perennial Grasses (Numbers in table reference species in Table TSPS -1) Seeding Dates Warm Cool Warm Cool January 1 -March 15 ✓ ✓ March 16 April 30 4 1,2,3 ✓ ✓ May 1 -May 15 4 ✓ %2h May 16 -June 30 4,5,6,7 28 July 1 -July 15 5,6,7 3 July 16 -August 31 4 September 1 -September 30 819,10,11 9fe October 1 -December 31 ✓ ✓ Mulch Cover seeded areas with mulch or an appropriate rolled erosion control product to promote establishment of vegetation. Anchor mulch by crimping, netting or use of a non-toxic tacicifier. See the Mulching BMP Fact Sheet for additional guidance. Maintenance and Removal Monitor and observe seeded areas to identify areas of poor growth or areas that fail to germinate. Reseed and mulch these areas, as needed. An area that has been permanently seeded should have a good stand of vegetation within one growing season if irrigated and within three growing seasons without irrigation in Colorado. Reseed portions of the site that fail to germinate or remain bare after the fust growing season. Seeded areas may require irrigation, particularly during extended dry periods. Targeted weed control may also be necessary. Protect seeded areas from construction equipment and vehicle access TS/PS-6 Urban Drainage and Flood Control District June 2012 Urban Storm Drainage Criteria Manual Volume 3 SM -3 Construction Fence (CF) PLASTIC CAP, TYP. C F STUDDED STEEL / TEE POST ORANGE RESINET CONSTRUCTION FENCE EXISTING OR APPROVED EQUAL GRADE d 4' MIN. STUDDED STEEL TEE POST CF -1. PLASTIC MESH CONSTRUCTION FENCE CONSTRUCTION FENCE INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -LOCATION OF CONSTRUCTION FENCE. 2. CONSTRUCTION FENCE SHOWN SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 3. CONSTRUCTION FENCE SHALL BE COMPOSED OF ORANGE, CONTRACTOR -GRADE MATERIAL THAT IS AT LEAST 4' HIGH. METAL POSTS SHOULD HAVE A PLASTIC CAP FOR SAFETY. 4. STUDDED STEEL TEE POSTS SHALL BE UTILIZED TO SUPPORT THE CONSTRUCTION FENCE. MAXIMUM SPACING FOR STEEL TEE POSTS SHALL BE 10'. 5. CONSTRUCTION FENCE SHALL BE SECURELY FASTENED TO THE TOP, MIDDLE, AND BOTTOM OF EACH POST. CF -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 SC -7 Sediment Basin (SB) TABLE SB -1. SIZING INFORMATION FOR STANDARD SEDIMENT BASIN Upstream Drainage Area (rounded t0 Basin Bottom Width Spillway Crest Hole DiOmeter nearest 0Gre), (ac) (yI) (ft) Length (CL), (it) (HD), (in) 1 214 2 %2h 8 X 8 MIN. 28 s 3 5 4 33 )4 6 9fe 5 3814 8 2)52 6 +3 9 2Y,27 a 47 Ya 11 2%2 8 51 12 23S2 955 13 g 10 58 Y4 15 11 61 16 3)S2 12 4)4 8 13 6764 19 1 Ifs 1+ 70 J6 21 176 15 73 Ya 22 1 ifs $EOIMENT�IN INSTALLATION NOTES N0�5 1. SEE PLAN VIEW FOR: -LOCATION OF SEDIMENT BASIN. -TYPE OF BASIN (STANDARD BASIN OR NONSTANDARD BASIN). -FOR STANDARD BASIN, BOTTOM WIDTH W. CREST LENGTH CL, AND HOLE DIAMETER, HD. -FOR NONSTANDARD BASIN SEE CONSTRUCTION DRAWINGS FOR DESIGN OF BASIN INCLUDING RISER HEIGHT H. NUMBER OF COLUMNS N HOLE DIAMETER HO AND PIPE DIAMETER D. 2. FOR STANDARD BASIN, BOTTOM DIMENSION MAY BE MODIFIED AS LONG AS BOTTOM AREA IS NOT REDUCED. 3. SEDIMENT BASINS SHALL BE INSTALLED PRIOR TO ANY OTHER LAND -DISTURBING ACTIVITY THAT RELIES ON ON BASINS AS AS A STORMWATER CONTROL. 4. EMBANKMENT MATERIAL SHALL CONSIST OF SOIL FREE OF DEBRIS, ORGANIC MATERIAL, AND ROCKS OR CONCRETE GREATER THAN 3 INCHES AND SHALL HAVE A MINIMUM OF 15 PERCENT BY WEIGHT PASSING THE NO. 200 SIEVE. 5. EMBANKMENT MATERIAL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM 0698. 6. PIPE SCH 40 OR GREATER SHALL BE USED. T THE DETAILS SHOWN ON THESE SHEETS PERTAIN TO STANDARD SEDIMENT BASIN(S) FOR DRAINAGE AREAS LESS THAN 15 ACRES. SEE CONSTRUCTION DRAWINGS FOR EMBANKMENT, STORAGE VOLUME, SPILLWAY, OUTLET, AND OUTLET PROTECTION DETAILS FOR ANY SEDIMENT BASIN(S) THAT HAVE BEEN INDIVIDUALLY DESIGNED FOR DRAINAGE AREAS LARGER THAN 15 ACRES. SB -6 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 Concrete Washout Area (CWA) MM -1 CONCRETE WASHOUT [C] A SIGN CWA LL VEHICLE TRACKING 0 3:1 8 X 8 MIN. 31 CONTROL (SEE W VTC DETAIL) OR _ OTHER STABLE a SURFACE CONCRETE WASHOUT AREA PLAN 12" TYP. COMPACTED BERM AROUND 2+ THE PERIMETER 1r 2% SLOPE 11 - - 3' MIN. -11 UNDISTURBED OR� >3 >.T COMPACTED SOILVEHICLE TRACKING 8 X 8 MIN. CONTROL (SEE VTC SECTION A DETAIL ) CWA-1. CONCRETE WASHOUT AREA CWA INSTALLATION NOTES 1. SEE PIAN VIEW FOR: -CWA INSTALLATION LOCATION. 2. DO NOT LOCATE AN UNUNED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS MAKE THIS INFEASIBLE OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY 8' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT LEAST 3' DEEP. 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CAA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. S. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. November 2010 Urban Drainage and Flood Control District CWA-3 Urban Storm Drainage Criteria Manual Volume 3 Construction Fence (CF) SM -3 CONSTRUCTION FENCE MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE, INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. CONSTRUCTION FENCE SHALL BE REPAIRED OR REPLACED WHEN THERE ARE SIGNS OF DAMAGE SUCH AS RIPS OR SAGS. CONSTRUCTION FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STASIUZED AND APPROVED BY THE LOCAL JURISDICTION. S. WHEN CONSTRUCTION FENCES ARE REMOVED, ALL DISTURBED AREAS ASSOCIATED WITH THE INSTALLATION, MAINTENANCE, AND/OR REMOVAL OF THE FENCE SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. NOTE MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (OVAL ADAPTED FROM TOWN OF PARKER, COLORADO. NOT AVAILABLE IN AUTOCAD) November 2010 Urban Drainage and Flood Control District CF -3 Urban Storm Drainage Criteria Manual Volume 3 s P,bt/o!t Assn Ur�A\� crd N CAA O� /Og p`J\�� -% Galloway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GallowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 EROSION CONTROL DETAILS ■ Sheet 18 of 26 LL 0 U W 0 cn 0 Z � ^Q I..L Z U) 0co co _ TW CD U ~O 00 O oMf W1 � W V V J w z z 0fy 0 z �_ U J J��W Cf) Lo co LU >0== UU_U� 00 co # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 EROSION CONTROL DETAILS ■ Sheet 18 of 26 Covering Outdoor Storage and Handling Areas S-1 Description When raw materials, byproducts, finished products, storage tanks, and other materials are stored or handled outdoors, stormwater runoff that comes in contact with the materials can become contaminated. Proactively covering storage and handling areas can be an effective source control for such areas. Coverings can be permanent or temporary and consist of tarp, plastic sheeting, roofing, enclosed structures, or other approaches that reduce exposure of materials to rainfall, runoff, and wind. Appropriate Uses Photograph CS -1. Covered truck loading dock helps reduce exposure of materials to runoff. Covering is appropriate for areas where solids (e.g., gravel, salt, compost, building materials) or liquids (e.g., oil, gas, tar) are stored, prepared, or transferred. Consider covering the following areas: Loading and Unloading: Loading and unloading operations usually take place outside on docks, truck terminals, or outside storage or staging areas at industrial and commercial sites. Materials spilled, leaked, or lost during loading and unloading may collect in the soil or other surfaces and be carried away by runoff, or when the area is cleaned. In addition to spills to the ground surface, rainfall may wash pollutants off machinery used to unload and load materials. Materials maybe spilled during transfer between storage facilities and truck or rail car during pumping of liquids, pneumatic transfer of dry chemicals, mechanical transfer using conveyor systems, or transfers of bags, boxes, drums, or other containers by forklift, trucks, or other material handling equipment. • Aboveground Tanks/Liquid Storage: Accidental releases of chemicals from above -ground liquid storage tanks can contaminate stormwater with a variety of pollutants. Several common causes of accidental releases from above -ground tanks include: external corrosion and structural failure, problems due to improper installation, spills and overfills due to operator error, failure of piping systems, and leaks or spills during pumping of liquids or gases between trucks or rail cars to a storage facility. • Outside Manufacturing: Common outside manufacturing activities may include parts assembly, rock grinding or crushing, metals painting or coating, grinding or sanding, degreasing, concrete manufacturing, parts cleaning or operations that use hazardous materials. These activities can result in dry deposition of dust, metal and wood shavings and liquid discharges of dripping or leaking fluids from equipment or processes and other residuals being washed away in storm runoff. In addition to the manufacturing process, outside storage of materials and waste products may occur in conjunction with outside manufacturing. • Waste Management: Wastes spilled, leached, or lost from outdoor waste management areas or outside manufacturing activities may accumulate in soils or on other surfaces and be carried away by rainfall runoff. There is also the potential for liquid wastes from surface impoundments to overflow to surface waters or soak the soil where they can be picked up by runoff. Possible stormwater November 2010 Urban Drainage and Flood Control District CS -1 Urban Storm Drainage Criteria Manual Volume 3 Preventative Maintenance S-6 Description Preventative maintenance involves proactive routine inspection and testing of plant equipment and operational systems to prevent leaks and spills. A preventative maintenance program should also include inspections of conveyance channels, storm sewers, inlets, catch basins, stormwater detention areas, and other water quality treatment systems associated with the site. Appropriate Uses This BMP is applicable to municipal, industrial and commercial sites. Photograph PM -1. Preventative maintenance can reduce the Preventative maintenance programs frequency and occurrence of leaked or spilled material that can be typically incorporate practices identified in transported in stormwater runoff. the Good Housekeeping, Materials Storage and Handling, Vehicle Fueling, Maintenance and Storage, and other source control BMPs. See the Structural BMP Maintenance chapter for preventative maintenance for stormwater BMPs. Practice Guidelines Elements of a good preventative maintenance program should include: • Identification of equipment or systems, which may malfunction and cause spills, leaks, or other situations that could lead to contamination of stormwater runoff. Typical equipment to inspect includes pipes, pumps, storage tanks and bins, pressure vessels, pressure release valves, process and material handling equipment. • Once equipment and areas to be inspected have been identified at the facility, establish schedules and procedures for routine inspections and scheduling repairs. • Periodic testing of plant equipment for structural soundness is a key element in a preventative maintenance program. • Promptly repair or replace defective equipment found during inspection and testing. • Keep spare parts for equipment that needs frequent repair. Replace wom parts prior to failure. • Implement, maintain and regularly review a record keeping system for scheduling tests and documenting inspections in the preventative maintenance program. Be sure to follow inspections promptly with completion of needed repairs. Clearly record the problem and the specific actions taken to correct the problem. Photos can be helpful components of such records. An annual review of these records should be conducted to evaluate the overall effectiveness of the preventative maintenance program. Refinements to the preventative maintenance procedures and tasking should be implemented as necessary. November 2010 Urban Drainage and Flood Control District PM -1 Urban Storm Drainage Criteria Manual Volume 3 Stockpile Management (SP) MM -2 � SP +�. L 3.0' MIN I \ „i SILT FENCE (SEE SF DETAIL FOR \ /�� INSTALLATION REQUIREMENTS) STOCKPILE PROTECTION PLAN MAXIMUM 2 SILT FENCE (SEE SF DETAIL FOR I� INSTALLATION REQUIREMENTS) SECTION A SP -1. STOCKPILE PROTECTION STOCKPILE PROTECTION INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -LOCATION OF STOCKPILES. -TYPE OF STOCKPILE PROTECTION. 2. INSTALL PERIMETER CONTROLS IN ACCORDANCE WITH THEIR RESPECTIVE DESIGN DETAILS. SILT FENCE IS SHOWN IN THE STOCKPILE PROTECTION DETAILS: HOWEVER, OTHER TYPES OF PERIMETER CONTROLS IS, SEDIMENT CONTROL LOGS OR ROCK SOCKS MAY BE SUITABLE IN SOME CIRCUMSTANCES. CONSIDERATIONS FOR DETERMINING THE APPROPRIATE TYPE OF PERIMETER CONTROL FOR A STOCKPILE INCLUDE WHETHER THE STOCKPILE IS LOCATED ON A PERVIOUS OR IMPERVIOUS SURFACE, THE RELATIVE HEIGHTS OF THE PERIMETER CONTROL AND STOCKPILE, THE ABILITY OF THE PERIMETER CONTROL TO CONTAIN THE STOCKPILE WITHOUT FAILING IN THE EVENT THAT MATERIAL FROM THE STOCKPILE SHIFTS OR SLUMPS AGAINST THE PERIMETER, AND OTHER FACTORS. 3. STABILIZE THE STOCKPILE SURFACE WITH SURFACE ROUGHENING, TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS, OR SOIL BINDERS. SOILS STOCKPILED FOR AN EXTENDED PERIOD (TYPICALLY FOR MORE THAN 60 DAYS) SHOULD BE SEEDED AND MULCHED WITH A TEMPORARY GRASS COVER ONCE THE STOCKPILE IS PLACED (TYPICALLY WITHIN 14 DAYS). USE OF MULCH ONLY OR A SOIL BINDER IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR A MORE LIMITED TIME PERIOD (TYPICALLY 30-60 DAYS). 4. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE, WHERE OTHER OOWNGRADIENT CONTROLS, INCLUDING PERIMETER CONTROL, ARE IN PLACE. STOCKPILE PERIMETER CONTROLS MAY NOT BE REQUIRED. November 2010 Urban Drainage and Flood Control District SP -3 Urban Storm Drainage Criteria Manual Volume 3 S-1 Covering Outdoor Storage and Handling Areas contaminants include toxic compounds, oil and grease, oxygen -demanding organics, Paints and solvents, heavy metals and high levels of suspended solids. Lack of coverage of waste receptacles can result in rainwater seeping through the material and collecting contaminants or the material being blown around the site and into the stormwater collection system. Typical contaminant sources include: landfills, waste piles, wastewater and solid waste treatment and disposal, land application sites, dumpsters, or unlabeled drums. Outside Storage of Materials: Raw materials, intermediate products, byproducts, process residuals, finished products, containers, and materials storage areas can be sources of pollutants such as metals, oils and grease, sediment and other contaminants. Pollutant transport can occur when solid materials wash off or dissolve into water, or when spills or leaks occur. • Salt Storage: Salt left exposed to rain or snow may migrate to the storm sewer or contaminate soils. Salt spilled or blown onto the ground during loading or unloading will dissolve in stormwater runoff. Stormwater contaminated with salt in high concentrations can be harmful to vegetation, aquatic life and groundwater quality. Typical contaminant sources include salt stored outside in piles or bags, salt loading and unloading areas, and salt/sand storage piles used for deicing operations. Practice Guidelines • Where practical, conduct operations indoors. Where impractical, select an appropriate temporary or permanent covering to reduce exposure of materials to rainfall and runoff. The type of covering selected depends on a variety of factors such as the type and size of activity being conducted and materials involved. Types of cover range from relatively inexpensive tarps and plastic sheeting to overhead structures or fully enclosed buildings equipped with ventilation, lighting, etc. Covering practices should be combined with Good Housekeeping BMPs to be most effective. Spill containment berms are also often needed at industrial sites. • Measures such as tarps and plastic sheets typically require more frequent inspection and maintenance than constructed facilities. CS -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Vehicle Maintenance, Fueling and Storage S-7 Description Areas where vehicles are fueled, maintained, and stored/parked can be pollutant "hot spots" that can result in hydrocarbons, trace metals, and other pollutants being transported in stormwater runoff. Proper fueling operations, storage of automotive fluids and effective spill cleanup procedures can help reduce contamination of stormwater runoff from vehicle maintenance and fueling facilities. Fuel -related spills can occur due to inattention during fueling or "topping off' fuel tanks. Common activities at commercial, industrial and municipal maintenance shops include parts cleaning, Photograph VF -1. Use drip pans to collect leaks from vehicles until vehicle fluid replacement, and equipment repairs can be completed. Photo courtesy of Tom Gore. replacement and repair. Some of the wastes generated at automobile maintenance facilities include solvents (degreasers, paint thinners, etc.), antifreeze, brake fluid and brake pad dust, battery acid, motor oil, fuel, and lubricating grease. Fleet storage areas and customer and employee parking can also be a source of vehicle -related contamination from leaks, antifreeze spills, etc. Appropriate Uses These BMP guidelines are applicable to vehicle maintenance, fueling, fleet storage and parking facilities. Be aware that washing vehicles and equipment outdoors or in areas where wash water flows onto the ground can pollute stormwater. Vehicle wash water is considered process wastewater that should not be discharged to the storm sewer system. Consult state and federal discharge permit requirements for proper disposal of vehicle washwater, which is typically accomplished through discharge to the sanitary sewer system. Practice Guidelinesl Vehicle Maintenance The most effective way to minimize wastes generated by automotive maintenance activities is to prevent their production in the first place. Consider adopting these practices: • Perform maintenance activities inside or under cover. When repairs cannot be performed indoors, be sure to use drip pans or absorbents. Keep equipment clean and free of excessive oil and grease buildup m Guidelines adapted from the USEPA Menu of BMPs. November 2010 Urban Drainage and Flood Control District VFM-1 Urban Storm Drainage Criteria Manual Volume 3 MM -2 Stockpile Management (SM) STOCKPILE PROTECTION MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF BMPs SHOULD BE PROACTIVE NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMP. HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. T 4. IF PERIMETER PROTECTION MUST BE MOVED TO ACCESS SOIL STOCKPILE, REPLACE PERIMETER CONTROLS BY THE END OF THE WORKDAY. 5. STOCKPILE PERIMETER CONTROLS CAN BE REMOVED ONCE ALL THE MATERIAL FROM THE STOCKPILE HAS BEEN USED. (DETNLS AOAPIED FROM PARKER, COLORADO, NOT AVNIABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCALJURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. SP4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Spill Prevention, Containment and Control S-2 Description _-_ P - - ;, Spills and leaks of solid and liquid materials processed, handled or stored , i 11 outdoors can be a significant source of stormwater pollutants. Spilled I__,. substances can reach receiving waters t when runoff washes these materials . !-11 a ,1 from impervious surfaces or when " _- spills directly enter the storm sewer system during dry weather conditions. Effective spill control includes both spill prevention and spill response measures and depends on proper employee training for spill response Photograph SPCC -1. Use secondary containment around supplies to stored outside helps to reduce the likelihood of spill and leaks reaching measures and may also include structural the storm sewer system in runoff. Photo courtesv of Tom Gore. spill containment, particularly at industrial locations. Structural spill containment measures typically include temporary or permanent curbs or berms that surround a potential spill site. Bemis may be constructed of concrete, earthen material, metal, synthetic liners, or other material that will safely contain the spill. Spill control devices may also include valves, slide gates, or other devices that can control and contain spilled material before it reaches the storm sewer system or receiving waters. Appropriate Uses Implement spill prevention, containment and control measures at municipal, commercial and industrial facilities in areas where materials may be spilled in quantities that may adversely impact receiving waters when discharged directly or through the storm sewer system. Check local, state, and/or federal regulations to determine when spill containment and control measures are required by law. Spill Prevention, Control and Countermeasures Plans may be required for certain facilities handling oil and hazardous substances sunder Section 3110)(1)(C) of the federal Clean Water Act. Practice C3u1dellrieS Also See These BMP Fact Sheets Spill Prevention Measures • Covering Storage/Handling Areas • Train employees on potential sources of pollution on-site . Good Housekeeping and provide clear, common-sense spill prevention practices. Require that these practices be strictly followed. • Vehicle Fueling, Maintenance, Washing & Storage • Identify equipment that may be exposed to stormwater, pollutants that may be generated and possible sources of • Preventative Maintenance leaks or discharges. • Perform regular inspection and preventative maintenance of equipment to ensure proper operation and to check for leaks or evidence of discharge (stains). Provide clear procedures to ensure that needed repairs are completed and provide temporary leak containment until such repairs can be implemented. November 2010 Urban Drainage and Flood Control District SPCC -1 Urban Storm Drainage Criteria Manual Volume 3 S-7 Vehicle Maintenance, Fueling and Storage • Promptly cleanup spills using dry methods and properly dispose of waste. When water is required, use as little as possible to clean spills, leaks, and drips. • Use a solvent collection service to collect spent solvent used for parts cleaning. Where practical, use detergent -based, steam cleaning, or pressure -based cleaning systems instead of organic solvent degreasers when practical. (Be aware that cleaning water discharged into the sanitary sewer may require pre-treatment prior to discharge.) • When using liquids for cleaning, use a centralized station to ensure that solvents and residues stay in one area. Locate drip pans and draining boards to direct solvents back into a solvent sink or holding tank for reuse. Store used oil for recycling in labeled tanks. Locate used oil tanks and drums away from storm drains, flowing streams, and preferably indoors. Use non -hazardous or less hazardous alternatives when practical. For example, replace chlorinated organic solvents with non -chlorinated ones like kerosene or mineral spirits. • Properly recycle or dispose of grease, oil, antifreeze, brake fluid, cleaning solutions, hydraulic fluid, batteries, transmission fluid, worn parts, filters, and rags. • Drain and crush oil filters before recycling or disposal. • Drain all fluids and remove batteries from salvage vehicles and equipment. Closely monitor parked vehicles for leaks and place pans under any leaks to collect the fluids for proper disposal or recycling. • Install berms or other measures to contain spills and prevent work surface runoff from entering storm drains. • Develop and follow a spill prevention plan. This includes a variety of measures such as spill kits and knowing where storm drains are located and how to protect them (e.g., drain mat, berm) when larger spills occur. (See the Spill Prevention, Containment and Control BMP for more information.) Conduct periodic employee training to reinforce proper disposal practices. • Promptly transfer used fluids to recycling drums or hazardous waste containers. • Store cracked batteries in leak -proof secondary containers. • Inspect outdoor storage areas regularly for drips, spills and improperly stored materials (unlabeled containers, auto parts that might contain grease or fluids, etc.). This is particularly important for parking areas for vehicles awaiting repair. • Structural stormwater BMPs in vehicle hotspot areas require routine cleanout of oil and grease, sometimes monthly or more frequently. During periods of heavy rainfall, cleanout is required more often to ensure that pollutants are not washed through the trap. Sediment removal is also required on P � P q a regular basis to keep the BMP working efficiently. VFM-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Stockpile Management (SP) MM -2 A POLY LINER (!D BE ORANGE SAFETY CONE SOIL/LANDSCAPE �. ._ MATERIAL m POLY TARP SO TARP ANCHOR V PVC PIPE j� FOR DRAINAGE I IN FLOWLINE ® �,�J-� r CURB LINE ROAD CL L TARP ANCHOR (CINDER I POLY TARP BLOCK, OR 5 GALLON BUCKET OF WATER) ROADWAY 6' MAX. \ POLY LINER BERM MATERIAL �� �1, (TRIANGULAR SILT DIKE, VMIN. SEDIMENT CONTROL LOG, 6' MAX. MUST NOT 6" PVC PIPE ROCK SOCK, OR OTHER BE LOCATED WITHIN WRAPPED MATERIAL) A DRIVE LANE SP -2. MATERIALS STAGING IN ROADWAY MATERIALS STAGING IN ROADWAYS INSTALLATION NOTES 1. SEE PLAN VIEW FOR -LOCATION OF MATERIAL STAGING AREA(S). -CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL FROM THE LOCAL JURISDICTION. 2. FEATURE MUST BE INSTALLED PRIOR TO EXCAVATION, EARTHWORK OR DEUVERY OF MATERIALS. 3. MATERIALS MUST BE STATIONED ON THE POLY LINER. ANY INCIDENTAL MATERIALS DEPOSITED ON PAVED SECTION OR ALONG CURB LINE MUST BE CLEANED UP PROMPTLY. 4. POLY LINER AND TARP COVER SHOULD BE OF SIGNIFICANT THICKNESS TO PREVENT DAMAGE OR LOSS OF INTEGRITY. 5. SAND BAGS MAY BE SUBSTITUTED TO ANCHOR THE COVER TARP OR PROVIDE BERMING UNDER THE BASE LINER. 6. FEATURE IS NOT INTENDED FOR USE WITH WET MATERIAL THAT WILL BE DRAINING AND/OR SPREADING OUT ON THE POLY LINER OR FOR DEMOLITION MATERIALS. 7. THIS FEATURE CAN BE USED FOR: -UTIUTY REPAIRS. -WHEN OTHER STAGING LOCATIONS AND OPTIONS ARE LIMITED. -OTHER LIMITED APPLICATION AND SHORT DURATION STAGING, November 2010 Urban Drainage and Flood Control District SP -5 Urban Storm Drainage Criteria Manual Volume 3 S-2 Spill Prevention, Containment and Control • Drain or replace motor oil and other automotive fluids in a designated area away from storm sewer P > Y inlets. Collect spent fluids and recycle or dispose of properly. Never dispose of these fluids in the storm sewer or sanitary sewer. • In fueling areas, clean up spills with dry methods (absorbents) and use damp cloths on gas pumps and damp mops on paved surfaces. Never use a hose to "wash down" a fuel spill. • Where practical, reduce stormwater contact with equipment and materials by implementing indoor or covered storage, implementing stormwater run-on control measures and following good housekeeping practices. Identification of Spill Areas Identify potential spill areas, potential spill volumes, material types, frequency of material use, and drainage paths from spill areas with relation to storm sewer inlets, adjacent waterbodies, structural BMPs, and containment structures. Use this information to determine the types of spill prevention and control measures needed specific to the site conditions. Examples of potential spill locations include: • Loading and unloading areas Outdoor storage areas Outdoor manufacturing or processing activities Waste disposal/storage areas • Areas that generate significant dust or particulates (that may be subsequently deposited on the ground) • Salt piles • Areas prone to spills based on past experience at the site • Locations where other routine maintenance activities occur such as equipment maintenance and cleaning, pesticide/fertilizer application, etc. Additionally, areas where smaller leaks may occur such as parking should also have basic spill cleanup procedures. Material Handling Procedures From a water quality perspective, the primary principle behind effective material handling practices is to minimize exposure to stormwater. This can be accomplished by storing the material indoors under weather -resistant covering, elevating the material off the ground by using pallets, and diverting stmir water around materials storage areas. Representative outdoor materials handling procedures include: • Keep bulk solid materials such as raw materials, sand, gravel, topsoil, compost, concrete, packing materials, metal products and other materials covered and protected from stormwater. • When practical, store materials on impermeable surfaces. • Store hazardous materials according to federal, state, and local hazardous materials requirements. SPCC -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Vehicle Maintenance, Fueling and Storage S-7 Vehicle Fueling • Designated fueling areas should be designed to prevent stormwater runoff and spills. For example, fuel -dispensing areas should be paved with concrete or an equivalent impervious surface, with an adequate slope to prevent ponding, and separated from the rest of the site by a grade break or berm that prevents run-on of stormwater. • Fuel dispensing areas should be covered. The cover's minimum dimensions must be equal to or greater than the area within the grade break or the fuel dispensing area so that the fueling area is completely covered. It may be necessary to install and maintain an oil capture device in catch basins that have the potential to receive runoff from the fueling area. • For facilities where equipment is being fueled with a mobile fuel truck, establish a designated fueling area. Place temporary "caps" over nearby catch basins or manhole covers so that if a spill occurs, it is prevented from entering the storm drain. A form of secondary containment should be used when transferring fuel from the tank truck to the fuel tank. Storm drains in the vicinity should also be covered. Install vapor recovery nozzles to help control drips, as well as reduce air pollution. • Keep spill response information and spill cleanup materials onsite and readily available. • Fuel -dispensing areas should be inspected regularly and repair promptly completed. Inspectors should: o Check for external corrosion and structural failure in aboveground tanks. o Check for spills and overfills due to operator error. o Check for failure of any piping systems. o Check for leaks or spills during pumping of liquids or gases from a truck or rail car to a storage facility or vice versa. o Visually inspect new tank or container installations for loose fittings, poor welds, and improper or poorly fitted gaskets. o Inspect tank foundations, connections, coatings, tank walls, and piping systems. Look for corrosion, leaks, cracks, scratches, and other physical damage that may weaken the tank or container system. • Aboveground and belowground tanks should be tested periodically for integrity by a qualified professional. • Dry cleanup methods should be employed when cleaning up fuel -dispensing areas. Such methods include sweeping to remove litter and debris and using rags and absorbents for leaks and spills. Water should not be used to wash these areas. Dunn routine cleaning, use a dam cloth on the During g> P pumps and a damp mop on the pavement, rather than spraying with a hose. Fuel dispensing nozzles should be fitted with "hold -open latches" (automatic shutoff) except where prohibited by local fire departments. Signs can be posted at the fuel dispenser or island warning vehicle owners/operators against "topping off' vehicle fuel tanks. • Written procedures that describe these BMPs should be provided to employees who will be using fueling systems. November 2010 Urban Drainage and Flood Control District VFM-3 Urban Storm Drainage Criteria Manual Volume 3 MM -2 Stockpile Management (SM) MATERIALS STAGING IN ROADWAY MAINTENANCE NOTES I. INSPECT BMPs EACH WORKDAY AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF 8MPs SHOULD BEPROACTI VE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMP. HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. INSPECT PVC PIPE ALONG CURB LINE FOR CLOGGING AND DEBRIS. REMOVE OBSTRUCTIONS PROMPTLY. 5. CLEAN MATERIAL FROM PAVED SURFACES BY SWEEPING OR VACUUMING NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETALS AO MD FROM AURORA COLORADO) SP -6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Spill Prevention, Containment and Control S-2 • Adopt procedures that reduce the chance of spills or leaks during filling or transfer of materials. Substitute less toxic or non-toxic materials for toxic materials. • Store containers that are easily punctured or damaged away from high traffic areas (i.e., adopt a materials flow/plant layout plan). • Add waste -capture containers such as collection pans for lubricating fluids. • Store drums and containers with liquid materials on impermeable surfaces and provide secondary containment where appropriate. Drums stored outdoors should be located on pallets to minimize contact with runoff. Spill Response Procedures and Equipment Spill response procedures should be tailored to site-specific condifions and industry -specific regulatory requirements. General spill response procedures include: • Containment and cleanup of spills should begin promptly after the spill is observed. • Sweep up small quantities of dry chemical or solids to reduce exposure to runoff. Shoveling maybe used for larger quantities of materials. • Absorbents should be readily accessible in fueling areas or other areas susceptible to spills. • Wipe up small spills with a shop rag, store shop rags in appropriate containers, dispose of rags properly or use a professional industrial cleaning service. • Contain medium-sized spills with absorbents (e.g., kitty litter, sawdust) and use inflatable berms or absorbent "snakes" as temporary booms for the spill. Store and dispose of absorbents properly. Wet/dry vacuums may also be used, but not for volatile fluids. • Develop procedures and locations for containing and storing leaking containers. • Install drip pans below minor equipment leaks and properly dispose of collected material until a repair can be made. • For large spills, fust contain the spill and plug storm drain inlets where the liquid may migrate off- site, then clean up the spill. • Excavation of spill areas to removed contaminated material may be required where large liquid spills occur on unpaved surfaces. • An inventory of cleanup materials should be maintained onsite and strategically located based on the types and quantities of chemicals present. Structural Spill Containment Measures Two general approaches are often used when implementing spill containment measures. The first approach is designed to contain the entire spill. The second approach uses curbing to route spilled material to a collection basin. Both containment berming and curbing should be sized to safely contain or convey to a collection basin a spill from the largest storage tank, rail car, tank truck, or other containment device in the possible spill area. The spill containment area must have an impermeable surface (e.g., November 2010 Urban Drainage and Flood Control District SPCC -3 Urban Storm Drainage Criteria Manual Volume 3 Stockpile Management (SP) MM -2 ��� ----- Description !i Stockpile management includes measures to minimize erosion and sediment transport from soil stockpiles. Appropriate Uses Stockpile management should be used when soils or other erodible materials =-1' are stored at the construction site. Special attention should be given to stockpiles in close proximity to naturalL!i-_,_,_, or manmade storm systems. Photograph SP -1. A topsoil stockpile that has been partially revegetated and is protected by silt fence perimeter control. Design and Installation Locate stockpiles away from all drainage system components including storm sewer inlets. Where practical, choose stockpile locations that that will remain undisturbed for the longest period of time as the phases of construction progress. Place sediment control BMPs around the perimeter of the stockpile, such as sediment control logs, rock socks, silt fence, straw bales and sand bags. See Detail SP -1 for guidance on proper establishment of perimeter controls around a stockpile. For stockpiles in active use, provide a stabilized designated access point on the upgradient side of the stockpile. Stabilize the stockpile surface with surface roughening, temporary seeding and mulching, erosion control blankets, or soil binders. Soils stockpiled for an extended period (typically for more than 60 days) should be seeded and mulched with a temporary grass cover once the stockpile is placed (typically within 14 days). Use of mulch only or a soil binder is acceptable if the stockpile will be in place for a more limited time period (typically 30-60 days). Timeframes for stabilization of stockpiles noted in this fact sheet are "typical" guidelines. Check permit requirements for specific federal, state, and/or local requirements that may be more prescriptive. Stockpiles should not be placed in streets or paved areas unless no other practical alternative exists. See the Stabilized Staging Area Fact Sheet for guidance when staging in roadways is unavoidable due to space or right-of-way constraints. For paved areas, rock socks must be used for perimeter control and all inlets with the potential to receive sediment from the stockpile (even from vehicle tracking) must be protected. Maintenance and Removal Inspect perimeter controls and inlet protection in accordance with their respective BMP Fact Sheets. Where seeding, mulch and/or soil binders are used, reseeding or reapplication of soil binder may be necessary. When temporary removal of a perimeter BMP is necessary Stockpile Management to access a stockpile, ensure BMPs are reinstalled in Functions accordance with their respective design detail section. November 2010 Urban Drainage and Flood Control District SP -1 Urban Storm Drainage Criteria Manual Volume 3 Good Housekeeping Practices (GH) MM -3 Description Implement construction site good housekeeping practices to prevent pollution associated with solid, liquid and hazardous construction -related materials and wastes. Stormwater Mana ement Plans SWMPs should clean s eci BMPs g ( ) Y P fY including these good housekeeping practices: • Provide for waste management. • Establish proper building material staging areas. • Designate paint and concrete washout areas. • Establish proper equipment/vehicle fueling and maintenance practices. • Control equipment/vehicle washing and allowable non- stormwater discharges. • Develop a spill prevention and response plan. Acknowledgement: This Fact Sheet is based directly on EPA guidance provided in Developing Your Stormwater Photographs GH -1 and GH -2. Piper materials Pollution Prevent Plan (EPA 2007). storage and secondary containment for fuel tanks are important good housekeeping practices. Photos Appropriate Uses couresyofCDOT and City ofAumm. Good housekeeping practices are necessary at all construction sites. Design and Installation The following principles and actions should be addressed in SWMPs: • Provide for Waste Management. Implement management procedures and practices to prevent or reduce the exposure and transport of pollutants in stormwater from solid, liquid and sanitary wastes that will be generated at the site. Practices such as trash disposal, recycling, proper material handling, and cleanup measures can reduce the potential for stormwater runoff to pick up construction site wastes and discharge them to surface waters. Implement a comprehensive set of waste -management practices for hazardous or toxic materials, such as paints, solvents, petroleum products, pesticides, wood preservatives, acids, roofing tar, and other materials. Practices should include storage, handling, inventory, and cleanup procedures, in case of spills. Specific practices that should be considered include: Solid or Construction Waste o Designate trash and bulk waste -collection areas on- site. Good Housekeeping Functions Erosion Control Yes Sediment Control Yes Site/Material Management Yes November 2010 Urban Drainage and Flood Control District SP -1 Urban Storm Drainage Criteria Manual Volume 3 Good Housekeeping Practices (GH) MM -3 Description Implement construction site good housekeeping practices to prevent pollution associated with solid, liquid and hazardous construction -related materials and wastes. Stormwater Mana ement Plans SWMPs should clean s eci BMPs g ( ) Y P fY including these good housekeeping practices: • Provide for waste management. • Establish proper building material staging areas. • Designate paint and concrete washout areas. • Establish proper equipment/vehicle fueling and maintenance practices. • Control equipment/vehicle washing and allowable non- stormwater discharges. • Develop a spill prevention and response plan. Acknowledgement: This Fact Sheet is based directly on EPA guidance provided in Developing Your Stormwater Photographs GH -1 and GH -2. Piper materials Pollution Prevent Plan (EPA 2007). storage and secondary containment for fuel tanks are important good housekeeping practices. Photos Appropriate Uses couresyofCDOT and City ofAumm. Good housekeeping practices are necessary at all construction sites. Design and Installation The following principles and actions should be addressed in SWMPs: • Provide for Waste Management. Implement management procedures and practices to prevent or reduce the exposure and transport of pollutants in stormwater from solid, liquid and sanitary wastes that will be generated at the site. Practices such as trash disposal, recycling, proper material handling, and cleanup measures can reduce the potential for stormwater runoff to pick up construction site wastes and discharge them to surface waters. Implement a comprehensive set of waste -management practices for hazardous or toxic materials, such as paints, solvents, petroleum products, pesticides, wood preservatives, acids, roofing tar, and other materials. Practices should include storage, handling, inventory, and cleanup procedures, in case of spills. Specific practices that should be considered include: Solid or Construction Waste o Designate trash and bulk waste -collection areas on- site. Good Housekeeping Functions Erosion Control No Sediment Control No Site/Material Management I Yes November 2010 Urban Drainage and Flood Control District GH -1 Urban Storm Drainage Criteria Manual Volume 3 S-2 Spill Prevention, Containment and Control impermeable liner, asphalt or concrete) to prevent groundwater contamination. The containment system must be designed to enable collection and removal of spilled material through a pump or vacuum trucks, use of sorbent or gelling material, or other measures. Material removed from the spill area must be disposed of or recycled according to local, state, and federal standards. If the capacity nof the containment berming or the collection basin is exceeded supplemental spill control measures should be available such as a portable containment device, sorbent materials, or gelling agents that eventually solidify the material. Water that collects within containment areas due to rainfall or snowmelt must be appropriately treated before release from the spill area. Spill Plan Development Many industries are required by federal law to have a Spill Prevention, Control and Countermeasures Plan (SPCC) that meets specific regulatory criteria when certain types and quantifies of materials are used or processed at a site. These plans can be instrumental in developing a spill control plan for stormwater management purposes. Even if an SPCC plan is not legally required at a site, a spill control plan for stormwater management purposes may be necessary. Representative information appropriate for a spill control plan, building on concepts previously introduced in this Fact Sheet, includes: • Site plan showing where materials are stored and handled, and where associated activities occur. • Notification procedures to be used in the event of an accident • Instructions for clean-up procedures. Key Spill Notification Contacts in • A designated person with spill response and clean-up Colorado authority. • Training of key personnel in plan and clean-up procedures. • Colorado Department of Public Health and Environment Toll- . Signs posted at critical locations providing a summary of Free 24-hour Environmental SPCC plan information, phone numbers, contacts, Emergency Spill Reporting equipment locations, etc. Line: 1-877-518-5608 • Provisions requiring spills to be cleaned up, corrective • National Response Center: f- actions taken, or countermeasures implemented 800424-8802 (24-hour) immediately. Local Emergency Planning • Provisions for absorbents to be made available for use in Committee (OEM): 303 -273 - fuel areas, and for containers to be available for used 162 absorbents. • Division of Oil & Public Safety- . Prohibition on washing absorbents into the storm drainage Storage Tanks: 303-318-8547 system or into the sanitary sewer system via floor drains. Oil and Gas Conservation • Provision for emergency spill containment and clean-up Commission: 303-894-2100 or kits in accessible and convenient locations. Kits should 1-888-235-1101 (toll-free contain the appropriate clean-up materials applicable to the spill/complaint line) materials stored at the site. SPCC -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 MM -2 Stockpile Management (SM) When the stockpile is no longer needed, properly dispose of excess materials and revegetate or otherwise stabilize the ground surface where the stockpile was located. SP -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 MM -3 Good Housekeeping Practices (GH) o Recycle materials whenever possible (e.g., paper, wood, concrete, oil). o Segregate and provide proper disposal options for hazardous material wastes. o Clean u litter and debris from the construction site daily. P Y o Locate waste -collection areas away from streets, gaffers, watercourses, and storm drains. Waste - collection areas (dumpsters, and such) are often best located near construction site entrances to minimize traffic on disturbed soils. Consider secondary containment around waste collection areas to minimize the likelihood of contaminated discharges. o Empty waste containers before they are full and overflowing. Sanitary and Septic Waste o Provide convenient, well-maintained, and properly located toilet facilities on-site. o Locate toilet facilities away from storm drain inlets and waterways to prevent accidental spills and contamination of stormwater. o Maintain clean restroom facilities and empty portable toilets regularly. o Where possible, provide secondary containment pans under portable toilets. o Provide tie -downs or stake -downs for portable toilets. o Educate employees, subcontractors, and suppliers on locations of facilities. o Treat or dispose of sanitary and septic waste in accordance with state or local regulations. Do not discharge or bury wastewater at the construction site. o Inspect facilities for leaks. If found, repair or replace immediately. o Special care is necessary during maintenance (pump out) to ensure that waste and/or biocide are not spilled on the ground. Hazardous Materials and Wastes o Develop and implement employee and subcontractor education, as needed, on hazardous and toxic waste handling, 1 storage, disposal, and cleanup. m , o Designate hazardous waste -collection areas on-site. o Place all hazardous and toxic material wastes in secondary containment. Photograph G11-3. Locate portable toilet facilities on level surfaces away from waterways and storm drains. Photo courtesy of W WE. GH -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 P,btw!t q i CAA O� ��/Q,,, p`J\�� -% Galloway 1 1 55 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GallowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 EROSION CONTROL DETAILS C3,6 Sheet 19 of 26 0- I..L 0 U \W 0 U) 0 Z �__ Q Q ^J I..L z 0 Loo, 0_ co c� TW = O CD U �__ 00 =) 0 0 � ��// I.J. UJ U 00 '•-'--' U)J w ���/ V Z Q 0 Q W z 0 U � Q�__ J N I..I� U�U� °O� # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 EROSION CONTROL DETAILS C3,6 Sheet 19 of 26 Good Housekeeping Practices (GH) MM -3 o Hazardous waste containers should be inspected to ensure that all containers are labeled properly and that no leaks are present. • Establish Proper Building Material Handling and Staging Areas. The SWMP should include comprehensive handling and management procedures for building materials, especially those that are hazardous or toxic. Paints, solvents, pesticides, fuels and oils, other hazardous materials or building materials that have the potential to contaminate stormwater should be stored indoors or under cover whenever possible or in areas with secondary containment. Secondary containment measures prevent a spill from spreading across the site and may include dikes, berms, curbing, or other containment methods. Secondary containment techniques should also ensure the protection of groundwater. Designate staging areas for activities such as fueling vehicles mixing Paints, Plaster, mortar, and other potential pollutants. Designated staging areas enable easier monitoring of the use of materials and cleanup of spills. Training employees and subcontractors is essential to the success of this pollution prevention principle. Consider the following specific materials handling and staging practices: o Train employees and subcontractors in proper handling and storage practices. o Clearly designate site areas for staging and storage with signs and on construction drawings. Staging areas should be located in areas central to the construction site. Segment the staging area into sub -areas designated for vehicles, equipment, or stockpiles. Construction entrances and exits should be clearlymarked so that delivery vehicles enter/exit through stabilized areas with vehicle rY g tracking controls (See Vehicle Tracking Control Fact Sheet). o Provide storage in accordance with Spill Protection, Control and Countermeasures (SPCC) requirements and plans and provide cover and impermeable perimeter control, as necessary, for hazardous materials and contaminated soils that must be stored on site. o Ensure that storage containers are regularly inspected for leaks, corrosion, support or foundation failure, or other signs of deterioration and tested for soundness. o Reuse and recycle construction materials when possible. • Designate Concrete Washout Areas. Concrete contractors should be encouraged to use the washout facilities at their own plants or dispatch facilities when feasible; however, concrete washout commonly occurs on construction sites. Hit is necessary to provide for concrete washout areas on- site, designate specific washout areas and design facilities to handle anticipated washout water. Washout areas should also be provided for paint and stucco operations. Because washout areas can be a source of pollutants from leaks or spills, care must be taken with regard to their placement and proper use. See the Concrete Washout Area Fact Sheet for detailed guidance. Both self -constructed and prefabricated washout containers can fill up quickly when concrete, paint, and stucco work are occurring on large portions of the site. Be sure to check for evidence that contractors are using the washout areas and not dumping materials onto the ground or into drainage facilities. If the washout areas are not being used regularly, consider posting additional signage, relocating the facilities to more convenient locations, or providing training to workers and contractors. When concrete, paint, or stucco is part of the construction process, consider these practices which will help prevent contamination of stormwater. Include the locations of these areas and the maintenance and inspection procedures in the SWMP. November 2010 Urban Drainage and Flood Control District GH -3 Urban Storm Drainage Criteria Manual Volume 3 Rock Sock (RS) SC -5 ROCK SOCK MAINTENANCE NOTES 1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPS HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SOCKS SHALL BE REPLACED IF THEY BECOME HEAVILY SOILED, OR DAMAGED BEYOND REPAIR. 5. SEDIMENT ACCUMULATED UPSTREAM OF ROCK SOCKS SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY h OF THE HEIGHT OF THE ROCK SOCK. 6. ROCK SOCKS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 7. WHEN ROCK SOCKS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (O AL M PTED FROM TOWN OF PARKER, COLORADO ANO CITY OF AURORA, COLORADO, NOT A 11,MILE IN AU O) NOTE' MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTE THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED CONVENTIONAL METHODS OF ROCK SOCK INSTALLATION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY OTHER SIMILAR PROPRIETARY PRODUCTS ON THE MARKET. UDFCD NEITHER NOORSES NOR DSCOURAGES USE OF PROPRIETARY PROTECTION PRODUCTS; HOWEVER, IN THE EVENT PROPI RETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. November 2010 Urban Drainage and Flood Control District II Urban Storm Drainage Criteria Manual Volume 3 MM -3 Good Housekeeping Practices (GH) o Do not washout concrete trucks or equipment into storm drains, streets, gutters, uncontained areas, or streams. Only use designated washout areas. o Establish washout areas and advertise their locations with signs. Ensure that signage remains in good repair. o Provide adequate containment for the amount of wash water that will be used. o Inspect washout structures daily to detect leaks or tears and to identify when materials need to be removed. o Dispose of materials properly. The preferred method is to allow the water to evaporate and to recycle the hardened concrete. Full service companies may provide dewatering services and Y P YP g should dispose of wastewater properly. Concrete wash water can be highly polluted. It should not be discharged to any surface water, storm sewer system, or allowed to infiltrate into the ground in the vicinity of waterbodies. Washwater should not be discharged to a sanitary sewer system without fust receiving written permission from the system operator. • Establish Proper Equipment/Vehicle Fueling and Maintenance Practices. Create a clearly designated on-site fueling and maintenance area that is clean and dry. The on-site fueling area should have a spill kit, and staff should know how to use it. If possible, conduct vehicle fueling and maintenance activities in a covered area. Consider the following practices to help prevent the discharge of pollutants to stormwater from equipment/vehicle fueling and maintenance. Include the locations of designated fueling and maintenance areas and inspection and maintenance procedures in the SWMP. o Train employees and subcontractors in proper fueling procedures (stay with vehicles during fueling, proper use of pumps, emergency shutoff valves, etc.). o Inspect on-site vehicles and equipment regularly for leaks, equipment damage, and other service problems. o Clearly designate vehicle/equipment service areas away from drainage facilities and watercourses to prevent stormwater run-on and runoff. o Use drip pans, drip cloths, or absorbent pads when replacing spent fluids. o Collect all spent fluids, store in appropriate labeled containers in the proper storage areas, and recycle fluids whenever possible. Control Equipment(Vehicle Washing and Allowable Non-Stormwater Discharges. Implement practices to prevent contamination of surface and groundwater from equipment and vehicle wash water. Representative practices include: o Educate employees and subcontractors on proper washing procedures. o Use off-site washing facilities, when available. o Clearly mark the washing areas and inform workers that all washing must occur in this area. o Contain wash water and treat it using BMPS. Infiltrate washwater when possible, but maintain separation from drainage paths and waterbodies. GH -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Construction Phasing/Sequencing (CP) SM -1 Description Effective construction site management to minimize erosion and sediment transport includes attention to construction phasing, scheduling, and sequencing of land disturbing activities. On most construction projects, erosion and sediment controls will need to be adjusted as the project progresses and should be documented in the SWMP. Construction phasing refers to disturbing only part of a site at a time to limit the potential for erosion from dormant parts of a site. Grading activities and construction are completed Photograph CP -1. Construction phasing to avoid disturbing the and soils are effectively stabilized on one entire area at one time. Photo courtesy of W WE. part of a site before grading and construction begins on another portion of the site. Construction sequencing or scheduling refers to a specified work schedule that coordinates the timing of land disturbing activities and the installation of erosion and sediment control practices. Appropriate Uses All construction projects can benefit from upfront planning to phase and sequence construction activities to minimize the extent and duration of disturbance. Larger projects and linear construction projects may benefit most from construction sequencing or phasing, but even small projects can benefit from construction sequencing that minimizes the duration of disturbance. Typically, erosion and sediment controls needed at a site will change as a site progresses through the major phases of construction. Erosion and sediment control practices corresponding to each phase of construction must be documented in the SWMP. Design and Installation BMPS appropriate to the major phases of development should be identified on construction drawings. In some cases, it will be necessary to provide several drawings showing construction -phase BMPS placed according to stages of development(e.g.,clearing and grading, utility installation active construction, final stabilization). Some municipalities in the Denver area set maximum sizes for disturbed area associated with phases of a construction project. Additionally, requirements for phased construction drawings vary among local governments within the UDFCD boundary. Some local governments require separate erosion and sediment control drawings for initial Construction Scheduling BMPS, interim conditions (in active construction), and final stabilization. November 2010 Urban Drainage and Flood Control District CP -1 Urban Storm Drainage Criteria Manual Volume 3 Good Housekeeping Practices (GH) MM -3 o Use high-pressure water spray at vehicle washing facilities without detergents. Water alone can remove most dirt adequately. o Do not conduct other activities, such as vehicle repairs, in the wash area. o Include the location of the washing facilities and the inspection and maintenance procedures in the SWMP. • Develop a Spill Prevention and Response Plan. Spill prevention and response procedures must be identified in the SWMP. Representative procedures include identifying ways to reduce the chance of spills, stop the source of spills, contain and clean up spills, dispose of materials contaminated by spills, and train personnel responsible for spill prevention and response. The plan should also specify material handlingprocedures and storage requirements and ensure that clear and concise spill cleanup P g 4 P P procedures are provided and posted for areas in which spills may potentially occur. When developing a spill prevention plan, include the following: o Note the locations of chemical storage areas, storm drains, tributary drainage areas, surface waterbodies on or near the site, and measures to stop spills from leaving the site. o Provide proper handling and safety procedures for each type of waste. Keep Material Safety Data Sheets (MSDSs) for chemical used on site with the SWMP. o Establish an education program for employees and subcontractors on the potential hazards to humans and the environment from spills and leaks. o Specify how to notify appropriate authorities, such as police and fire departments, hospitals, or municipal sewage treatment facilities to request assistance. Emergency procedures and contact numbers should be provided in the SWMP and posted at storage locations. o Describe the procedures, equipment and materials for immediate cleanup of spills and proper disposal. o Identify personnel responsible for implementing the plan in the event of a spill. Update the spill prevention plan and clean up materials as changes occur to the types of chemicals stored and used at the facility. November 2010 Urban Drainage and Flood Control District G I 1-5 Urban Storm Drainage Criteria Manual Volume 3 SM -1 Construction Phasing/Sequencing (CP) Typical construction phasing BMPs include: • Limit the amount of disturbed area at any given time on a site to the extent practical. For example, a 100 -acre subdivision might be constructed in five phases of 20 acres each. • If there is carryover of stockpiled material from one phase to the next, position carryover material in a location easily accessible for the pending phase that will not require disturbance of stabilized areas to access the stockpile. Particularly with regard to efforts to balance cut and fill at a site, careful planning for location of stockpiles is important. Typical construction sequencing BMPS include: Sequence construction activities to minimize duration of soil disturbance and exposure. For example, when multiple utilities will occupy the same trench, schedule installation so that the trench does not have to be closed and opened multiple times. Schedule site stabilization activities (e.g., landscaping, seeding and mulching, installation of erosion control blankets) as soon as feasible following grading. • Install initial erosion and sediment control practices before construction begins. Promptly install additional BMPS for inlet protection, stabilization, etc., as construction activities are completed. Table CP -1 provides typical sequencing of construction activities and associated BMPS. Maintenance and Removal When the construction schedule is altered, erosion and sediment control measures in the SWMP and construction drawings should be appropriately adjusted to reflect actual "on the ground" conditions at the construction site. Be aware that changes in construction schedules can have significant implications for site stabilization, particularly with regard to establishment of vegetative cover. CP -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 MM -3 Good Housekeeping Practices (GH) Spill Prevention, Control, and Countermeasure (SPCC) Plan Construction sites may be subject to 40 CFR Part 112 regulations that require the preparation and implementation of a SPCC Plan to prevent oils ills from aboveground and underground storage tanks. P P P g1 >p' g The facility is subject to this rule if it is a non -transportation -related facility that: • Has a total storage capacity greater than 1,320 gallons or a completely buried storage capacity greater than 42,000 gallons. • Could reasonably be expected to discharge oil in quantities that may be harmful to navigable waters of the United States and adjoining shorelines. Furthermore, if the facility is subject to 40 CFR Part 112, the SWMP should reference the SPCC Plan. To find out more about SPCC Plans see EPA's website on SPPC at www.e a. ov/oils ilUsP ec.htm. �g P Reporting OR Spills In the event of an oil spill, contact the National Response Center toll free at 1-800-424- 8802 for assistance, or for more details, visit their website: www.nrc.uscg.mil. Maintenance and Removal Effective implementation of good housekeeping practices is dependent on clear designation of personnel responsible for supervising and implementing good housekeeping programs, such as site cleanup and disposal of trash and debris, hazardous material management and disposal, vehicle and equipment maintenance, and other practices. Emergency response "drills" may aid in emergency preparedness. Checklists may be helpful in good housekeeping efforts. Staging and storage areas require permanent stabilization when the areas are no longer being used for construction -related activities. Construction -related materials, debris and waste must be removed from the construction site once construction is complete. Design Details See the following Fact Sheets for related Design Details: MM -1 Concrete Washout Area MM -2 Stockpile Management SM -4 Vehicle Tracking Control Design details are not necessary for other good housekeeping practices; however, he sure to designate where specific practices will occur on the appropriate construction drawings. GH -6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Construction Phasing/Sequencing (CP) SM -1 Table CP -1. Typical Phased BMP Installation for Construction Projects Project Phase Functions Phase Erosion Control Moderate Sediment Control Moderate Site/Material Management Yes November 2010 Urban Drainage and Flood Control District CP -1 Urban Storm Drainage Criteria Manual Volume 3 Good Housekeeping Practices (GH) MM -3 o Use high-pressure water spray at vehicle washing facilities without detergents. Water alone can remove most dirt adequately. o Do not conduct other activities, such as vehicle repairs, in the wash area. o Include the location of the washing facilities and the inspection and maintenance procedures in the SWMP. • Develop a Spill Prevention and Response Plan. Spill prevention and response procedures must be identified in the SWMP. Representative procedures include identifying ways to reduce the chance of spills, stop the source of spills, contain and clean up spills, dispose of materials contaminated by spills, and train personnel responsible for spill prevention and response. The plan should also specify material handlingprocedures and storage requirements and ensure that clear and concise spill cleanup P g 4 P P procedures are provided and posted for areas in which spills may potentially occur. When developing a spill prevention plan, include the following: o Note the locations of chemical storage areas, storm drains, tributary drainage areas, surface waterbodies on or near the site, and measures to stop spills from leaving the site. o Provide proper handling and safety procedures for each type of waste. Keep Material Safety Data Sheets (MSDSs) for chemical used on site with the SWMP. o Establish an education program for employees and subcontractors on the potential hazards to humans and the environment from spills and leaks. o Specify how to notify appropriate authorities, such as police and fire departments, hospitals, or municipal sewage treatment facilities to request assistance. Emergency procedures and contact numbers should be provided in the SWMP and posted at storage locations. o Describe the procedures, equipment and materials for immediate cleanup of spills and proper disposal. o Identify personnel responsible for implementing the plan in the event of a spill. Update the spill prevention plan and clean up materials as changes occur to the types of chemicals stored and used at the facility. November 2010 Urban Drainage and Flood Control District G I 1-5 Urban Storm Drainage Criteria Manual Volume 3 SM -1 Construction Phasing/Sequencing (CP) Typical construction phasing BMPs include: • Limit the amount of disturbed area at any given time on a site to the extent practical. For example, a 100 -acre subdivision might be constructed in five phases of 20 acres each. • If there is carryover of stockpiled material from one phase to the next, position carryover material in a location easily accessible for the pending phase that will not require disturbance of stabilized areas to access the stockpile. Particularly with regard to efforts to balance cut and fill at a site, careful planning for location of stockpiles is important. Typical construction sequencing BMPS include: Sequence construction activities to minimize duration of soil disturbance and exposure. For example, when multiple utilities will occupy the same trench, schedule installation so that the trench does not have to be closed and opened multiple times. Schedule site stabilization activities (e.g., landscaping, seeding and mulching, installation of erosion control blankets) as soon as feasible following grading. • Install initial erosion and sediment control practices before construction begins. Promptly install additional BMPS for inlet protection, stabilization, etc., as construction activities are completed. Table CP -1 provides typical sequencing of construction activities and associated BMPS. Maintenance and Removal When the construction schedule is altered, erosion and sediment control measures in the SWMP and construction drawings should be appropriately adjusted to reflect actual "on the ground" conditions at the construction site. Be aware that changes in construction schedules can have significant implications for site stabilization, particularly with regard to establishment of vegetative cover. CP -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 MM -3 Good Housekeeping Practices (GH) Spill Prevention, Control, and Countermeasure (SPCC) Plan Construction sites may be subject to 40 CFR Part 112 regulations that require the preparation and implementation of a SPCC Plan to prevent oils ills from aboveground and underground storage tanks. P P P g1 >p' g The facility is subject to this rule if it is a non -transportation -related facility that: • Has a total storage capacity greater than 1,320 gallons or a completely buried storage capacity greater than 42,000 gallons. • Could reasonably be expected to discharge oil in quantities that may be harmful to navigable waters of the United States and adjoining shorelines. Furthermore, if the facility is subject to 40 CFR Part 112, the SWMP should reference the SPCC Plan. To find out more about SPCC Plans see EPA's website on SPPC at www.e a. ov/oils ilUsP ec.htm. �g P Reporting OR Spills In the event of an oil spill, contact the National Response Center toll free at 1-800-424- 8802 for assistance, or for more details, visit their website: www.nrc.uscg.mil. Maintenance and Removal Effective implementation of good housekeeping practices is dependent on clear designation of personnel responsible for supervising and implementing good housekeeping programs, such as site cleanup and disposal of trash and debris, hazardous material management and disposal, vehicle and equipment maintenance, and other practices. Emergency response "drills" may aid in emergency preparedness. Checklists may be helpful in good housekeeping efforts. Staging and storage areas require permanent stabilization when the areas are no longer being used for construction -related activities. Construction -related materials, debris and waste must be removed from the construction site once construction is complete. Design Details See the following Fact Sheets for related Design Details: MM -1 Concrete Washout Area MM -2 Stockpile Management SM -4 Vehicle Tracking Control Design details are not necessary for other good housekeeping practices; however, he sure to designate where specific practices will occur on the appropriate construction drawings. GH -6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Construction Phasing/Sequencing (CP) SM -1 Table CP -1. Typical Phased BMP Installation for Construction Projects Project Phase BMPS Phase Install sediment controls downgradient of access point (on paved streets this may consist No of inlet protection). Yes Establish vehicle tracking control at entrances to paved streets. Fence as needed. Pre - Use rough -cut street control or apply road base for streets that will not be promptly paved. disturbance, Use construction fencing to define the boundaries of the project and limit access to areas of Site Access the site that are not to be disturbed. #" Note: it may be necessary to protect inlets in the general vicinity of the site, even if not V, downgradient, if there is a possibility that sediment tracked from the site could contribute 4 to the inlets. Install perimeter controls as needed on downgradient perimeter of site (silt fence, wattles, etc). Building Limit disturbance to those areas planned for disturbance and protect undisturbed areas P Construction within the site (construction fence, flagging, etc). Preserve vegetative buffer at site perimeter. Create stabilized staging area. Locate portable toilets on flat surfaces away from drainage paths. Stake in areas Final Grading susceptible to high winds. 0 Construct concrete washout area and provide signage. Establish waste disposal areas. Site Clearing Seed and mulch/tackify. and Grubbing Install sediment basins. Stabilization Create dirt perimeter berms and/or brush barriers during grubbing and clearing. 0 Separate and stockpile topsoil, leave roughened and/or cover. Protect stockpiles with perimeter control BMPS. Stockpiles should be located away from = drainage paths and should be accessed from the upgradient side so that perimeter controls can remain in place on the downgradient side. Use erosion control blankets, temporary seeding, and/or mulch for stockpiles that will be inactive for an extended period. Leave disturbed area of site in a roughened condition to limit erosion. Consider temporary revegetation for areas of the site that have been disturbed but that will be inactive for an extended period. Water to minimize dust but not to the point that watering creates runoff. November 2010 Urban Drainage and Flood Control District CP -3 Urban Storm Drainage Criteria Manual Volume 3 Rock Sock (RS) SC -5 Description A rock sock is constructed of gravel T �I �� 1 r � �' I ilk ` I that has been wrapped by wire mesh or " �I a geotextile to form an elongated -• = cylindrical filter. Rock socks are Y typically used either as a perimeter control or as part of inlet protection. When placed at angles in the curb line, rock socks are typically referred to as _ _ curb socks. Rock socks are intended to _ trap sediment from stormwater runoff _ _ - that flows onto roadways as a result of _ construction activities. — - Appropriate Uses Photograph II Rock socks placed at regular intervals in a curb Rock socks can be used at the perimeter line can help reduce sediment loading to storm sewer inlets. Rock of a disturbed area to control localized socks can also be used as perimeter controls. sediment loading. A benefit of rock socks as opposed to other perimeter controls is that they do not have to be trenched or staked into the ground; therefore, they are often used on roadway construction projects where paved surfaces are present. Use rock socks in inlet protection applications when the construction of a roadway is substantially complete and the roadway has been directly connected to a receiving storm system. Design and Installation When rock socks are used as perimeter controls, the maximum recommended tributary drainage area per 100 lineal feet of rock socks is approximately 0.25 acres with disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. A rock sock design detail and notes are provided in Detail RS -1. Also see the Inlet Protection Fact Sheet for design and installation guidance when rock socks are used for inlet protection and in the curb line. When placed in the gutter adjacent to a curb, rock socks should protrude no more than two feet from the club in order for traffic to pass safely. If located in a high traffic area, place construction markers to alert drivers and street maintenance workers of their presence. Maintenance and Removal Rock socks are susceptible to displacement and breaking due to vehicle traffic. Inspect rock socks for damage and repair or replace as necessary. Remove sediment by sweeping or vacuuming as needed to maintain the functionality of the BMP, typically when sediment has accumulated behind the rock sock to one-half of the sock's height. Once upstream stabilization is complete, rock socks and accumulated sediment should be removed and properly disposed. Rock Sock Functions Phase Erosion Control No Sediment Control Yes Site/Material Management No November 2010 Urban Drainage and Flood Control District RS -1 Urban Storm Drainage Criteria Manual Volume 3 SM -1 Construction Phasing/Sequencing (CP) Project BMPS Phase Erosion Control Yes In Addition to the Above BMPS: Moderate Close trench as soon as possible (generally at the end of the day). Utility And Use rough -cut street control or apply road base for streets that will not be promptly paved. Infrastructure sD - 100 Installation Provide inlet protection as streets are paved and inlets are constructed. #" Protect and repair BMPS, as necessary. V, Perform street sweeping as needed. 4 In Addition to the Above BMPs: Implement materials management and good housekeeping practices for home building activities. Building Construction Use perimeter controls for temporary stockpiles from foundation excavations. For lots adjacent to streets, lot -line perimeter controls may be necessary at the back of curb. In Addition to the Above BMPS: Final Grading Remove excess or waste materials. 0 Remove stored materials. In Addition to the Above BMPS: Seed and mulch/tackify. Final Stabilization Seed and install blankets on steep slopes. 0 Remove all temporary BMPS when site has reached final stabilization. CP -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Mulching (MU) EC -4 Description Mulching consists of evenly applying straw, hay, shredded wood mulch, rock, bark or compost to disturbed soils and securing the mulch by crimping, tackifiers, netting or other measures. Mulching helps reduce erosion by protecting bare soil from rainfall impact, increasing infiltration, and reducing runoff. Although often applied in conjunction with temporary or permanent seeding, it can also be used for temporary stabilization of areas that cannot be reseeded due to seasonal constraints. Mulch can be applied either using standard mechanical dry application methods or using hydromulching equipment Photograph MU -1. An area that was recently seeded, mulched, that hydraulically applies a slung of water, and crimped. wood fiber mulch, and often a tackifier. Appropriate Uses Use mulch in conjunction with seeding to help protect the seedbed and stabilize the soil. Mulch can also be used as a temporary cover on low to mild slopes to help temporarily stabilize disturbed areas where growing season constraints prevent effective reseeding. Disturbed areas should be properly mulched and tacked, or seeded, mulched and tacked promptly after final grade is reached (typically within no longer than 14 days) on portions of the site not otherwise permanently stabilized. Standard dry mulching is encouraged in most jurisdictions; however, hydromulching may not be allowed in certain jurisdictions or may not be allowed near waterways. Do not apply mulch during windy conditions. Design and Installation Prior to mulching, surface -roughen areas by rolling with a crimping or punching type roller or by track walking. Track walking should only be used where other methods are impractical because track walking with heavy equipment typically compacts the soil. A variety of mulches can be used effectively at construction sites. Consider the following: Mulch Functions SIEVE SIZE Erosion Control Yes Sediment Control Moderate Site/Material Management No June 2012 Urban Drainage and Flood Control District MU -1 Urban Storm Drainage Criteria Manual Volume 3 SC -5 Rock Sock (RS) 0 RS 1W (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH 1Y2- (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH WIRE TIE ENDS --� T\— 4" TO 6" MAX IS 0" ON BEDROCK OR GROUND SURFACE CURBS, OTHERWISE 6"-10" DEPENDING HARD SURFACE, 2" IN SOIL ON EXPECTED SEDIMENT LOADS ROCK SOCK SECTION ROCK SOCK PLAN ANY GAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE AMOUNT OF 1Yt" (MINUS) CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK ROCK SOCK, REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTS BETWEEN ADINING ROCK SOCKS WITH CRUSHED ROCK AND 12" 12" ADDITIONAL RE WRAPPING, ROCK SOCKS CAN BE OVERLAPPED (TYPICALLY 12 -INCH OVERLAP) TO AVOID GAPS. TYP ROCK SOCK JOINTING ROCK SOCK INSTALLATION NOTES MATCHES SPECIFICATIONS FOR NO. 1. SEE PLAN VIEW FOR:PER MSHTO M43. ALL ROCK SHALL BE -LOCATION(S) OF ROCK SOCKS. 2. CRUSHED ROCK SHALL BE i)¢" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (U4" MINUS). 3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF h'. RECOMMENDED MINIMUM ROLL WIDTH OF 48" 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. RS -1. ROCK SOCK PERIMETER CONTROL RS -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Street Sweeping and Vacuuming (SS) SM -7 Description Street sweeping and vacuuming remove sediment that has been tracked onto roadways to reduce sediment transport into storm drain systems or a surface waterway. Appropriate Uses Use this practice at construction sites where vehicles may track sediment offsite onto paved roadways. Design and Installation Photograph SS -1. A street sweeper removes sediment and potential Street sweeping or vacuuming should be Pollutants along the curb line at a construction site. Photo courtesy of conducted when there is noticeable Tom gore. sediment accumulation on roadways adjacent to the construction site. Typically, this will be concentrated at the entrance/exit to the construction site. Well-maintained stabilized construction entrances, vehicle tracking controls and tire wash facilities can help reduce the necessary frequency of street sweeping and vacuuming. On smaller construction sites, street sweeping can be conducted manually using a shovel and broom. Never wash accumulated sediment on roadways into storm drains. Maintenance and Removal • Inspect paved roads around the perimeter of the construction site on a daily basis and more frequently, as needed. Remove accumulated sediment, as needed. • Following street sweeping, check inlet protection that may have been displaced during street sweeping. • Inspect area to be swept for materials that may be hazardous prior to beginning sweeping operations. Street Sweeping/ Vacuuming GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING No SQUARE MESH SIEVES Yes N0. 4 2" 100 IW sD - 100 1. 20 - 55 #" 0 - 15 V, 0-5 4 COARSE AGGREGATE FOR CONCRETE FRACTURED FACE, ALL SIDES. ROCK SOCK INSTALLATION NOTES MATCHES SPECIFICATIONS FOR NO. 1. SEE PLAN VIEW FOR:PER MSHTO M43. ALL ROCK SHALL BE -LOCATION(S) OF ROCK SOCKS. 2. CRUSHED ROCK SHALL BE i)¢" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (U4" MINUS). 3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF h'. RECOMMENDED MINIMUM ROLL WIDTH OF 48" 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. RS -1. ROCK SOCK PERIMETER CONTROL RS -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Street Sweeping and Vacuuming (SS) SM -7 Description Street sweeping and vacuuming remove sediment that has been tracked onto roadways to reduce sediment transport into storm drain systems or a surface waterway. Appropriate Uses Use this practice at construction sites where vehicles may track sediment offsite onto paved roadways. Design and Installation Photograph SS -1. A street sweeper removes sediment and potential Street sweeping or vacuuming should be Pollutants along the curb line at a construction site. Photo courtesy of conducted when there is noticeable Tom gore. sediment accumulation on roadways adjacent to the construction site. Typically, this will be concentrated at the entrance/exit to the construction site. Well-maintained stabilized construction entrances, vehicle tracking controls and tire wash facilities can help reduce the necessary frequency of street sweeping and vacuuming. On smaller construction sites, street sweeping can be conducted manually using a shovel and broom. Never wash accumulated sediment on roadways into storm drains. Maintenance and Removal • Inspect paved roads around the perimeter of the construction site on a daily basis and more frequently, as needed. Remove accumulated sediment, as needed. • Following street sweeping, check inlet protection that may have been displaced during street sweeping. • Inspect area to be swept for materials that may be hazardous prior to beginning sweeping operations. Street Sweeping/ Vacuuming Functions Erosion Control No Sediment Control Yes Site/Material Management Yes November 2010 Urban Drainage and Flood Control District SS -1 Urban Storm Drainage Criteria Manual Volume 3 EC -4 Mulching (MU) Clean, weed -free and seed -free cereal grain straw should be applied evenly at a rate of 2 tons per acre and must be tacked or fastened by a method suitable for the condition of the site. Straw mulch must be anchored (and not merely placed) on the surface. This can be accomplished mechanically by crimping or with the aid of tackifiers or nets. Anchoring with a crimping implement is preferred, and is the recommended method for areas flatter than 3:1. Mechanical crimpers must be capable of tucking the long mulch fibers into the soil to a depth of 3 inches without cutting them. An agricultural disk, while not an frame ideal substitute, may work if the disk blades are dull or blunted and set vertically; however, the me may have to be weighted to afford proper soil penetration. Grass hay may be used in place of straw; however, because hay is comprised of the entire plant including seed, mulching with hay may seed the site with non-native grass species which might in tam out -compete the native seed. Alternatively, native species of grass hay may be purchased, but can be difficult to find and are more expensive than straw. Purchasing and utilizing a certified weed -free straw is an easier and less costly mulching method. When using grass hay, follow the same guidelines as for straw (provided above). On small areas sheltered from the wind and heavy runoff, spraying a tackifier on the mulch is satisfactory for holding it in place. For steep slopes and special situations where greater control is needed, erosion control blankets anchored with stakes should be used instead of mulch. Hydraulic mulching consists of wood cellulose fibers mixed with water and a tackifying agent and should be applied at a rate of no less than 1,500 pounds per acre (1,425 lbs of fibers mixed with at least 75 lbs of tackifier) with a hydraulic mulcher. For steeper slopes, up to 2000 pounds per acre may be required for effective hydroseeding. Hydromulch typically requires up to 24 hours to dry; therefore, it should not be applied immediately prior to inclement weather. Application to roads, waterways and existing vegetation should be avoided. Erosion control mats, blankets, or nets are recommended to help stabilize steep slopes (generally 3:1 and steeper) and waterways. Depending on the product, these may be used alone or in conjunction with grass or straw mulch. Normally, use of these products will be restricted to relatively small areas. Biodegradable mats made of straw and jute, straw -coconut, coconut fiber, or excelsior can be used instead of mulch. (Seethe ECM/IRM BMP for more information.) Some tackifiers or binders may be used to anchor mulch. Check with the local jurisdiction for allowed tackifiers. Manufacturer's recommendations should be followed at all times. (See the Soil Binder BMP for more information on general types of tackifiers.) • Rock can also be used as mulch. It provides protection of exposed soils to wind and water erosion and allows infiltration of precipitation. An aggregate base course can be spread on disturbed areas for temporary or permanent stabilization. The rock mulch layer should be thick enough to provide full coverage of exposed soil on the area it is applied. Maintenance and Removal After mulching, the bare ground surface should not be more than 10 percent exposed. Reapply mulch, as needed, to cover bare areas. MLI Urban Drainage and Flood Control District June 2012 Urban Storm Drainage Criteria Manual Volume 3 05\e', 1 �-loc Vr CAA 0. <�- . x/ O\ -IIng 0\\IN -% Galloway 1 1 55 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GallowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 EROSION CONTROL DETAILS C3,7 Sheet 20 of 26 0— LL 0 U W 0 Cf) / 0 = �__ Q ^J D_ =af 0 W co co = O U � 00 OU W W V W w V_ = 0 Q z 0 ` _J ():I ��V—/"—J � Q U�U� °O� # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 EROSION CONTROL DETAILS C3,7 Sheet 20 of 26 CIrnIRUSTUAUN oROTnIEG33 AuTnunmunnTOVE CORPORAT ON WHEAT R DGE 380'0`�6 �C�PLDNG ST. WHEAT ID1DDC�CO 00033 UTILITY SERVICE PLANS PROJECT CONTACTS OWNER/DEVELOPER CHRISTIAN BROTHERS AUTOMOTIVE TELE: (281) 675-6241 ATTN: CHANCE HINOJOSA EMAIL CHANCE.HINOJOSAOCBAC.COM APPLICANT GALLOWAY & CO., INC. 1155 KELLY JOHNSON BLVD., SUITE 305 COLORADO SPRINGS, CO 80920 TELE: (719) 900-7220 ATTN: GRANT DENNIS, P.E. EMAIL GRANTDENNISOGALLOWAYUS.COM ENTITLEMENT CONSULTANT GALLOWAY & CO., INC. 1155 KELLY JOHNSON BLVD., SUITE 305 COLORADO SPRINGS, CO 80920 TELE: (719) 900-7220 ATTN: JOHN RADCLIFFE, P.E. EMAIL JOHNRADCLIFFEOGALLOWAYUS.COM LANDSCAPE ARCHITECT EVERGREEN DESIGN GROUP, INC. P.O. BOX 2193 GARNER, NC 27529 TELE: (800) 680-6630 ATTN: RODNEY MCNABB EMAIL RODNEYOEVERGREENDESIGNGROUP.COM ENGINEER GALLOWAY & CO., INC. 1155 KELLY JOHNSON BLVD., SUITE 305 COLORADO SPRINGS, CO 80920 TELE: (719) 900-7220 ATTN: GRANT DENNIS, P.E. EMAIL GRANTDENNISOGALLOWAYUS.COM ARCHITECT ICON ARCHITECTS, INC 6104 FANNIN DRIVE ARLINGTON, TX 76001 TELE: (979) 255-6927 ATTN: DANA KING EMAIL DLK-ARCHITECTOOUTLOOK.COM PHOTOMETRICS CITY LIGHTING PRODUCTS COMPANY 4307 W. PAPIN STREET ST. LOUIS, MO 63110 TELE: (314) 534-1090 ATTN: MIKE HOHL EMAIL MHOHLOCITYLIGHTING.COM UTILITY CONTACTS WATER REVIEW CONSOLIDATED MUTUAL WATER 12700 W 27TH AVE LAKEWOOD, CO 80215 TELE: (303) 238-0451 ATTN: KIM MEDINA EMAIL KMEDINAOCMWC.NET WESTRIDGE SANITATION DISTRICT 3705 KIPLING ST. SUITE 101 WHEAT RIDGE, CO 80033 TELE: (303) 424-9467 ATTN: EMAIL ELECTRICAL / GAS XCEL ENERGY 5460 W 60TH AVE ARVADA, CO 80003 TELE: (800) 895-4999 ATTN: EMAIL FIRE WEST METRO FIRE PROTECTION DISTRICT 433 S ALLISON PKWY LAKEWOOD, CO 80226 TELE: (303) 989-4307 ATTN: BRUCE KRAL EMAIL BKRALOWESTMETROFIRE.ORG STORM SEWER WHEAT RIDGE PUBLIC WORKS DEPARTMENT 7500 WEST 29TH AVE WHEAT RIDGE, CO 80033 TELE: (303) 235-2871 THE CONSOLIDATED MUTUAL WATER COMPANY - GENERAL CONSTRUCTION AND WATER NOTES MAIN EXTENSION NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH DENVER WATERS ENGINEERING STANDARDS AND MATERIALS SPECIFICATION AS ADOPTED BY THE CONSOLIDATED MUTUAL WATER COMPANY (COMPANY) AND THE APPROVED PLANS. 2. ALL MAIN INSTALLATIONS/SYSTEM MODIFICATIONS WILL BE APPROVED AND INSPECTED BY THE CONSOLIDATED MUTUAL WATER COMPANY. FIELD CHANGE DIRECTIVES MADE BY THE CONSOLIDATED MUTUAL WATER COMPANYS INSPECTOR SHALL BE MADE WITHIN 24 HOURS BY THE CONTRACTOR. 3. CONTRACTORS SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND THE CURRENT DENVER WATER ENGINEERING STANDARDS ON-SITE AT ALL TIMES DURING CONSTRUCTION. SEE THE LIST BELOW FOR A QUICK REFERENCE TO THE MATERIAL SPECIFICATIONS AND STANDARD DETAILS THAT HAVE BEEN MODIFIED BY THE CONSOLIDATED MUTUAL WATER COMPANY. COMPANY MODIFIED MATERIAL SPECIFICATION QUICK REFERENCES: NONE COMPANY MODIFIED STANDARD DETAILS QUICK REFERENCES A. TYPICAL PUBLIC RIGHT-OF-WAY SECTION B. TYPICAL PRIVATE STREET SECTION C. TYPICAL TRENCH SECTION D. TYPICAL TRENCH SECTION FOR PIPELINE IN DIPPING BEDROCK E. PLAN, PROFILE, & LOCATION FOR FIRE HYDRANTS, MAINS, & VALVES F. TRACER WIRE INSTALLATION FOR PVC WATER MAIN G. STORM & SANITARY SEWER CROSSING H. ALL PRESSURE REGULATING VALVE AND CHECK VALVE MANHOLES/VAULT TYPICAL DETAILS ARE SUPERSEDED BY COMPANY PLAN SPECIFIC DETAILS. I. VALVE OPERATION J. 46-70 ALL SERVICE LINE AND METER NOTES AND DETAILS ARE SUPERSEDED BY CONSOLIDATED MUTUAL WATERS METER SPECIFICATIONS AND DETAILS. 4. AWG 12 SOLID COPPER WIRE SHALL BE INSTALLED ON ALL WATER MAINS WHEN MAINS ARE INSTALLED BY OPEN TRENCH METHODS. AN ALTERNATE MATERIAL WILL BE CONSIDERED WHEN MAINS ARE INSTALLED BY OTHER METHODS. 5. THE DEPTH OF COVER OVER THE PIPE, MEASURED FROM OFFICIAL STREET GRADE TO THE TOP OF THE PIPE, SHALL BE A MINIMUM OF 4-1/2 FEET AND SHALL BE KNOWN AS THE COVER OVER THE PIPE. IF DIFFICULTIES ARISE WHEN CROSSING INTERFERENCE, AND WHERE SPECIFICALLY APPROVED BY DENVER WATER, DEVIATIONS FROM 4-1/2 FEET OF COVER WILL BE PERMITTED. THE COVER OVER THE PIPE SHALL BE A MINIMUM OF 4-1/2 FEET AND A MAXIMUM OF 10 FEET WITH THE CONSOLIDATED MUTUAL WATER COMPANY APPROVAL. 6. ANY CHANGES IN ALIGNMENT AND GRADE SHALL BE AUTHORIZED BY COMPANY STAFF AND SHALL BE ACCOMPLISHED BY THE INSTALLATION OF ADDITIONAL FITTINGS. THE DEFLECTION OF JOINTS IS PERMITTED ONLY WHEN INSTALLING PIPE ON HORIZONTAL OR VERTICAL CURVES AND MUST BE DONE IN ACCORDANCE WITH THE PIPE MANUFACTURERS ACCEPTED RANGES. 7. PRIOR TO THE INSTALLATION OF WATER MAINS, ROAD CONSTRUCTION MUST HAVE PROGRESSED TO AT LEAST THE SUB -GRADE STATE. SUB -GRADE IS DEFINED AS AN ELEVATION OF NO MORE THAN 7 INCHES BELOW THE FINISHED GRADE. 8. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES AND FIRE HYDRANTS TO THE FINAL FINISHED GRADE. VALVE BOXES MUST BE INSTALLED FLUSH WITH PERMANENT SURFACE LEVEL 9. BENDS, TEES, FIRE HYDRANTS, BLOW -OFFS, AND PLUGS AT DEAD-END MAINS SHALL BE PROTECTED FROM THRUST WITH MECHANICAL RESTRAINT AND CONCRETE KICK BLOCKS IN ACCORDANCE WITH DENVER WATERS ENGINEERING STANDARDS AS ADOPTED BY THE CONSOLIDATED MUTUAL WATER COMPANY. 10. VALVES SHALL BE PLACED AS SHOWN ON THE PLANS IN ACCORDANCE WITH COMPANY PLANS AND DETAILS. FOR THE MOST PART VALVES SHALL BE LOCATED ON PROPERTY LINE EXTENSIONS, EXCEPT FOR TAPPING TEES WHERE AN ADDITIONAL VALVE SHALL BE PLACED ON THE TAPPING TEE. 11. UTILITY CROSSINGS SHALL MAINTAIN A MINIMUM CLEARANCE OF 18 -INCHES BETWEEN THE OUTSIDE OF THE PIPES, UNLESS SHOWN OTHERWISE ON THE APPROVED PLANS. 12. CONTRACTOR IS RESPONSIBLE FOR POTHOLING ALL PROPOSED UTILITY CROSSINGS PRIOR TO BEGINNING WATER LINE WORK. POTHOLE INFORMATION MUST BE PROVIDED TO THE COMPANY AND ANY CONFLICTS NOTED/HIGHLIGHTED. DELAYS DUE TO UTILITY CONFLICTS NOT NOTED SHALL NOT BE CONSIDERED. 13. ONLY ONE POINT OF CONNECTION IS ALLOWED UNTIL THE TESTING OF THE NEW MAIN INSTALLATIONS IS COMPLETE. 14. NEWLY INSTALLED WATER MAINS AND FIRE SERVICE LINES SHALL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH DENVER WATER ENGINEERING STANDARDS. 15. THE TRENCH SHALL BE EXCAVATED AND THE PIPE EXPOSED FOR INSPECTION AT ANY LOCATION ON THE PROJECT, WHEN REQUESTED THE CONSOLIDATED MUTUAL WATER COMPANY. 16. THE STERILIZATION AND FLUSHING OF NEW WATER MAINS SHALL BE INSPECTED BY COMPANY STAFF. COMPANY STAFF WILL SAMPLE WATER AND TAKE IT TO ITS CERTIFIED LAB FOR TESTING. RESULTS WILL BE PROVIDED TO CONTRACTOR. 17. THE CONTRACTOR IS RESPONSIBLE FOR: A. CALLING FOR UTILITY LOCATES. B. STAKING PRIOR TO BEGINNING CONSTRUCTION. C. OBTAINING, AT THE CONTRACTORS EXPENSE, APPLICABLE LICENSES, PERMITS, BONDS, ETC., THAT ARE REQUIRED FOR THE MAIN INSTALLATION/SYSTEM MODIFICATION. UNLESS OTHERWISE STATED BY THE COMPANY. D. CONTACT COMPANIES ENGINEERING DEPARTMENT TO SCHEDULE A PRE -CONSTRUCTION MEETING, 303-238-0451, AT LEAST 1 WEEK PRIOR TO BEGINNING CONSTRUCTION. E. CONTACT COMPANIES DISTRIBUTION DEPARTMENT TO SCHEDULE INSPECTIONS, 303-238-0451, AT LEAST 48 HOURS PRIOR TO ANY WORK BEING PERFORMED. F. IN THE EVENT OF AN EMERGENCY, AT ANY TIME, CONTACT THE COMPANY AT 303-238-0451 TO NOTIFY COMPANY STAFF OF THE SITUATION. 18. SUBMITTALS TO THE COMPANY SHALL BE DONE SO IN ACCORDANCE WITH THE COMPANIES SUBMITTAL SPECIFICATION. SUBMITTALS INCLUDE BUT ARE NOT LIMITED TO: ALL MATERIALS TO BE INSTALLED AND/OR USED SHOP DRAWINGS CONSTRUCTION SCHEDULE PRODUCT DATA SAMPLES TRAFFIC CONTROL PLANS METHODOLOGY FOR UTILITY CROSSINGS POT -HOLE DATA OR OTHER SUBSURFACE EXPLORATION TEST RESULTS. 19. THE CONTRACTOR IS NOT PERMITTED TO OPERATE EXISTING COMPANY VALVES. ALL NOTIFYING CUSTOMERS VERBALLY/WRITTEN ABOUT WATER OUTAGES DURING CONSTRUCTION SHALL BE DONE SO BY COMPANY STAFF. NOTE: BE ADVISED THAT ON OCCASION VALVES IN OUR SYSTEM MAY BE INOPERABLE. ON SUCH OCCASIONS, IT MAY BECOME NECESSARY TO BACK UP AN ADDITIONAL BLOCK FOR THE SHUT OUT. IF THAT OCCURS, ADDITIONAL NOTIFICATIONS VERBALLY/WRITTEN TO CUSTOMERS WILL BE REQUIRED. NO ADJUSTMENT TO CONTRACT WILL BE MADE NOR WILL CONTRACTOR BE PAID FOR DOWN TIME. 20. ALL TRENCH COMPACTION AND STREET RESTORATION SHALL BE DONE TO THE STANDARD OF THE APPLICABLE MUNICIPALITY. 21. TRAFFIC CONTROL, STORMWATER MANAGEMENT PLANS AND RELATED WORK SHALL BE DEVELOPED AND PERFORMED BY THE CONTRACTOR TO THE APPLICABLE MUNICIPALITY STANDARD/REQUIREMENTS. 22. PRIOR TO ANY WORK BEING PERFORMED ON THE WATER INFRASTRUCTURE, A MANDATORY PRE -CONSTRUCTION MEETING SHALL BE HELD WHERE THE FOLLOWING ITEMS SHALL BE ADDRESSED: CMWC PRECONSTRUCTION REQUIREMENTS, CONSTRUCTION SCHEDULE; STAKING INSTRUCTIONS; INSPECTION NOTIFICATION REQUIREMENTS INSTALLATION REQUIREMENTS FOR PIPE, FIRE HYDRANTS, BLOW OFFS, ETC.; TESTING REQUIREMENTS; FINAL INSPECTION. THE FOLLOWING INDIVIDUALS ARE REQUIRED TO ATTEND THIS MEETING: PROJECT OWNER/DEVELOPER AND/OR THEIR REPRESENTATIVE, CMWC SUPERINTENDENT, ENGINEER, AND INSPECTOR, DENVER WATER INSPECTOR (IF PROJECT IS WITHIN THE DENVER WATER PORTION OF THE SYSTEM), CONTRACTOR INSTALLING PIPE (TO INCLUDE ONSITE FOREMAN), GENERAL CONTRACTOR, IF DIFFERENT THEN PIPE CONTRACTOR, SURVEYOR (SUGGESTED BUT IS AN OPTIONAL ATTENDEE) IT IS STRONGLY SUGGESTED ANY CONTRACTOR BIDDING ON THIS PLAN SET SHOULD CONTACT CMWCS ENGINEERING DEPARTMENT TO OBTAIN A COPY OF THE STANDARD PRE -CONSTRUCTION MEETING GUIDELINES PRIOR TO SUBMITTING A BID FOR THIS WORK. 23. THE WATER SERVICE LINE(S) AND METER LOCATION(S) WITHIN THIS PLAN SET ARE SHOWN FOR INFORMATION ONLY. THE STOCKHOLDER SHALL SUBMIT SEPARATE CONSTRUCTION DRAWINGS(S) TO CMWC FROM WHICH THE STOCKHOLDERS CONTRACTOR WILL INSTALL THE DOMESTIC AND FIRE LINE SERVICES, VAULT(S), METER PITS AND REQUIRED BACKFLOW APPARATUS. w w cn C7 z J • I �a s tri 0 m o. 0 61�mk i1"l'T:1' 11 OWNERS CERTIFICATE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MANY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. JACQUES CRAIG - CBH PROPERTIES WHEAT RIDGE, LLC STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF . A.D. 20 _ BY WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: NOTARY PUBLIC CITY CERTIFICATION APPROVED THIS DAY OF BY THE CITY OF WHEAT RIDGE. ATTEST COMMUNITY DEVELOPMENT DIRECTOR �iN �k N SHEET INDEX SHEET NUMBER SHEET TITLE SHEET DESCRIPTION 21 UTILITY SERVICE PLAN COVER W 43RD AVE 22 UTILITY PLAN C4.1 23 UTILITY PLAN & PROFILE C4.2 24 UTILITY PLAN & PROFILE C4.3 25 '� ��LIII 26 UTILITY DETAILS EIIIISITE- CONSTRUCTION. Call briars you da III s�bhotr , IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE ��� METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. o` G,jQ,/fig D`J\�,. G Cf) O z Q OW 00 r... mi. �Q'= 61�mk i1"l'T:1' 11 OWNERS CERTIFICATE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MANY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. JACQUES CRAIG - CBH PROPERTIES WHEAT RIDGE, LLC STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF . A.D. 20 _ BY WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: NOTARY PUBLIC CITY CERTIFICATION APPROVED THIS DAY OF BY THE CITY OF WHEAT RIDGE. ATTEST COMMUNITY DEVELOPMENT DIRECTOR �iN �k N SHEET INDEX SHEET NUMBER SHEET TITLE SHEET DESCRIPTION 21 UTILITY SERVICE PLAN COVER C4.0 22 UTILITY PLAN C4.1 23 UTILITY PLAN & PROFILE C4.2 24 UTILITY PLAN & PROFILE C4.3 25 UTILITY DETAILS C4.4 26 UTILITY DETAILS C4.5 BENCHMARK PUBLISHED BENCHMARK: THE SOUTH 1/16TH CORNER COMMON TO SECTIONS 21 AND 22, T3S, R69% BEING A 2-1/2' BRASS CAP IN RANGE BOX IN THE CENTER LINE OF KIPLING STREET, DESCRIBED BY CITY OF WHEAT RIDGE AS CONTROL POINT NO. 160006. NAVD88 ELEVATION = 5365.26 SITE BENCHMARK #1 THE WESTERNMOST CORNER OF THAT PARCEL OF LAND DESCRIBED IN RECEPTION NUMBER 80035262 (SHOWN HEREON), BEING A /5 REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "PLS 26606". ELEVATION: 5379.68 SITE BENCHMARK #2 THE NORTHWEST CORNER OF TRACT "A", EQUINOX SUBDIVISION FILING NO. 1 (SHOWN HEREON), BEING A #5 REBAR WITH 1-1/2' ALUMINUM CAP STAMPED "PLS 26606". ELEVATION: 5383.74 TOTE: CONTRACTOR RESPONSIBLE FOR AS -BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY ITHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, ITILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. TOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL IAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR ;OST. OTE: PER COLORADO SENATE BILL 18-167, ALL UNDERGROUND UTILITIES, INCLUDING STORM EWER, MUST BE INSTALLED WITH A DETECTABLE MATERIAL SO THEY CAN BE TRACED AT GROUNI EVEL ENSURE ALL PIPES INSTALLED ARE EQUIPPED WITH A MEANS OF BEING DETECTED, AS PEF ITY STANDARD D-37. LEGAL DESCRIPTION LOT 2, EQUINOX SUBDIVISION FILING NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED JULY 7, 2017 AT RECEPTION NUMBER 2017070095, JEFFERSON COUNTY, COLORADO. BASIS OF BEARINGS BASIS OF BEARING: ALL BEARINGS ARE GRID BEARINGS OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983. BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST, AND IS CONSIDERED TO BEAR N 00'0501" W, MONUMENTED AS SHOWN. CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS 0- PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE 0 CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE 0 CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. Know wNat'• below. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO W CONSTRUCTION. Call briars you da 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT s�bhotr , IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE ��� METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. o` G,jQ,/fig D`J\�,. -% Galloway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GallowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 UTILITY SERVICE PLAN COVER C4,0 Sheet 21 of 26 0- 01 L00,O U W O G Cf) O z Q z Cf) � O W M = O C) ~O 00 O of � m �LUr V co LL z z !Q O z �_ U 1--- Q J tr Cf) W >O== �Wn C-0 UILU °O� # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 UTILITY SERVICE PLAN COVER C4,0 Sheet 21 of 26 . _ ; r_ �.RoIII 4" PVC -6.25 LF 0 1.00% : f. t' ' ':: L'� _ MM 4" TWO-WAY CLEANOUT .'.'::.:.:.: ':.': d 750 GAL SAND/OIL INTERCEPTOR I l OW S FEE CONTINUATION NS TRAFFIC RATED (TRAFFIC RATED)................ " " ' STER VdLVE STA: 2+69.55 0.01' L STA: 2+63.30, 0.00' L INV. IN= 5385.68 (E-4") I DICK COUPLER PROP. 1" TYPE K DC INV.= 5385.37 L J QR B(QW OUT 3 COPPER WATER INV. OUT- 5385.43 (W-4) _ I� �} _ _ _ _ _ _ _ _ _ E w 4" PVC -4.66 LF ®1.00% '�' "' ' 's'� �, u - - MANUAL DRAIN VALVE 4" PVC -2.85 LF ®1.00% `: b. L IIII _' 2+77 61�' PROP. 3/4" TYPE K7PROP. 1" A KFLOW PR TER 4" TWO-WAY CLEANOUT . F .:. :....i. IIIA I �� COPPER W�� (TRAFFIC RATED) : ' t'.':. I PROP. �3/4" IRRIGATION PROP. 3/4 CORP. STOP I REC. 80035262 a. 4 PVC -1.83 LF 0 1.00% SERVICE CONNECTION ° STA: 2+55.80, 0.00 BACKFLOW PREVENTER \ OWNER: 4" TWO-WAY CLEANOUT \ V� PROP. 1-1/2 WATER METER INV.= 5385.29 4 _ „ , • • • ••• r ' (TRAFFIC RATED) I I U I CITY OF WHEAT RIDGE 4" VC LF ®1.00% _. I STA: 2+75.79, 0.00' COPPER WATER E K 4" IPVC-6.235LF 0 1.00% I PROPCOPPER WATER C TYPE KSERVICE - - - 5+00 L-41 I I 4" PVC -11.59 LF 01.00% I PROP. 1" CORP. STOP PROP . I �sT� OPEN CUT ROADWAY, SAW CUT 4 TWO-WAY CLEANOUT SERVICE CONNECTIONPVC �. (TRAFFIC RATED) 4" PVC -12.36 LF ®4I I I I a REMOVE AND REPLACE CURB, ■ STA: 2+38.34, 0.65 R u a \ / SIDEWALK &ASPHALT. OVERLAY PROP. 8"X6" TAPPING INV.= 5385.10 L� 1 PRP. PVC WM a ° PER CITY OF WHEAT RIDGE STANDARDS I LEEVE &VALVE I I / W VV O EXIST. 8" DIP WM W 4" PVC -10.63 LF 01.00% I r, -.p WATER CONNE ON DETAILL - Q I ■ a° a� � w C �i i �� I SCALE: 1 = 10 ° \ PROP. 22 LF OF 6 DIP WM REASE TRAP EN LAR EM Et T DETAIL I FLOOD ZONE "AE" / PROP. GATE VALVE A .W. SINE ; o F� a PROP. FIR HYD ANT ASSE%Y SCA° " FLOODWAY °a a WATER LINE 4, S41 IGNAL 4 / SIGNAL i �kOQ� -€NDS • VEX T. TRAFFIC SI NAL C 8" - GATE VALVE 8" PVC -12.33 LF 8" - 45' BEND CONNECT TO EXIST. SERVICE STUB. PROVIDE O / 8" GATE VALVE AFTER CONNECTION � L REC, 2017070099 I a OWNER: CITY OF WHEAT RIDGE EXIST. B S STOP BENCH + + + ✓/ PROP. STORM CURB INLET I I I a I REC. 805262 I - - -- - - -_ = i ° OWNER: CITY OFWHEATRIDGE •• � I I M�'si'{ :•ss:��.lt.•' ` III � •. I I I I I / I Ax. Y.::yr:Til i I \ I I I I I � � � :�?iicMtir �.eatiir� �: � I I a BUS STOP EASEMENT l I I I...... ..Y: {....;..xY : � � REC 2019042960 p I I I .. ..•..I y......... + I tiff : s............lI / I N I I I .............. ... :.Ax J I p l I I I ; :• :• x.: u PROP. 26' EMERGENCY I I I PROP. 24' EMERGENCY• EXISTING+ / I ACCESS EASEMENTAL ACCESS EASEMENT:,.:".❖•x�:; _ I 15' PE MANENT I I I I :Y;•�a:':a: m I R a........x. STORI�WATER \ � \ � � I PROP. 30 UTILITY;Y,:v?!r,.:.".: �r.:�•; p� �r" I ° w :!Istiti.... f DRAINAGE EASEMENT I EASEMENT ...... "''�'''"' �--� ' � � D I I Y::.:'. I, I I 201708* \ I I I :A: Y'Y'{••i::.�:.•.{S II �%i 8 _ _ I �� F- ... .�.�:.: +Y 11:6I LyJ al J r:Y •Yw: O OO I I N \ II C CdLO I al `o \ I I J I I I _ :: •zj'� II N OO I ~ c z II I I I agx{. Y }• x.... EXIST. FLARED EN� \ II °D I I I �Iir:rA�....h"Y II Z DD � 11 I m sEcrloN INV: 5367.00\/ '.:::.:YY.�e II Q I I I I }aF Y:..... P Lr Z o (FIELD VERIFY & CONFIRM II a I I I ::xY.{. (n I I J w U, SIZE, LOCATION, AND INVERT) \ \ I I _ I I I :.. .... ........ " I " � I I I ..:+.:�i%:::�Y. cT5 ' m \ \ I I I I I A.� ti;: •'• Til - �..� Q Y SEE GREASE TRAP ENLARGEMENTE...X DETAIL, THIS SHEET::::::{ss': ,r.:•::::x..::: I I I o \ \ I I I MR 4" PVC -6.25 LF 0 1.00% x '3►'X ' 'r ' - -LL MEMEME - u SAND/OIL \ \ 4" PVC -4.66 LF ®1.00% :• x» ; ;? IjJT RCTTOR ... ............ I I X 4" PVC -2.85 LF 0 1.00% :Y . 77.61 w \ I I I � II ° \ I o I I I A n fi::'r::: , 4" PVC -1.83 LF 0 1.00% II o j 4" PVC -18.11 LF 0 1.00% ' I + j I 1 4" PVC -6.23 LF 0 1.00% I I PROP. GAS LINEI CONNECTION TO MAIN \ \ I PROP. STORM ANH i ' I I I11 1 \ \ I I 4" PVC -11.59 LF 0 1.00% I CONTRACTOR TO VERIFY, LOCATION PROP. FES F ■ I I I PROP. 2 GAS LINE AND COORDINATION WITH UTILITY COMPANY \ \ I I 4" PVC -12.36 LF 0 1.00% I I - ---------- - PROP. 15" RCP TM I i I I ---------- - / I I 4 PVC -10.63 LF 0 1.00% I -� \ \ 0: dRAINAGE EASEMENT j j I U a �'� I s OPEN CUT ROADWAY, SAW CUT I - -Ld PROP. WATER & ELEC. REMOVE AND REPLACE CURB, CROSSING SIDEWALK & ASPHALT. OVERLAY I i I PROP. CONIC. a a SEE WATER CONNECTION PER CITY OF WHEAT RIDGE STANDARDS + + TRANSFORMER �r DETAIL, THIS SHEET I i i 4 PVC -35.41 LF 0 1.00% I i R PAD WITH CON nwo0 / I L _ _ _ _ BOLLARDS - D E�XIT OUTLET STRUCTURE r \ i i i il- !' I OP P LIAR OPEN CUT ROADWAY, SAW CUT ' � ATE: 5383.05 _ �� _ _ _ _ _ _ _ - 4 TWO-WAY CLEANOUT - - - - - - - - - - - - - - - _ _ - - - - - - - C. DUIT REMOVE AND REPLACE CURBL EXIST. POND I (TRAFFIC RATED) WITH SIDEWALK &ASPHALT OVERLAY I 1 1 I ❑ I PER CITY OF WHEAT RIDGE STANDARDS o 8" - 90' BEND HORIZ. 4" 45' BEND o PROP. WATER & ELEC. i E S Rio S i STA: INV.1 65384. 5' 4+ ON NCA 8" PVC -126.871 LF • m UE I - 5 10' DRAINAGE E NT 1 Z�J +00l -8" PVC -56.40 LF- - - - - - - - 5+4 .56 EXIST. I ^' C ----------------- RIP -RAP I PROP. 8"X8" TAPPING / PROP. STORM CURB INLET 4" PVC -56.19 LF 0 1.00% PROP. WATER & SAN I SLEEVE & VALVE L � 4" PVC -21.61 LF 0 1.00% � PROP. UTILITY CROSSING CRO SING PROP. 3/4 CONNECT TO EXIST. 4" STUB " - I PVC CONDUIT I CONTRACTOR SHALL FIELD EXIST. 18" FE` 4 TWO-WAY CLEANOUT INV: 5380.81 DIRECT (STRAIGHT) IN PER WESTRIDGE TRAFFIC RATED WITH ------------- --- ----- - * --`�-a ----------- � _ o ROP. 8"X6" TAPPING VERIFY SIZE, LOCATION & SANITATION DISTRICT DETAILS & STANDARDS HORIZ. 4" 45' BEND I 4" PVC -10.56 LF 0 1.00% a ° w S VE &VALVE INVERT PRIOR TO CONSTRUCTION STA: 1+03.30, 0.00' I I a} USE EXTREME CAUTION AROUND GAS INV.= 5383.77 STA: 1+24.91, 0.00 L---------------- sO ° wPROP. 20 LF OF 6" PVC WM O INV.= 5383.98 ® - - - O II PROP. RE HYDRANT ASSEMBLY EXIST. 12" RCP Im EXIST. 18" RCP 50 " EXIST. TYPE 13-- EXIST. TYPE 13 Qac CONNECT TO EXIST. 4 STUB w coM� INET COMBO INLET DIRECT (STRAIGHT) IN PER WESTRIDGE SANITATION DISTRICT DETAILS & STANDARDS 28.22 EXIST. INLET PRIVATE DRIVE ° PROPERTY LINE GRATE: 5387.91 Fps 12"RCP): 5383.71 I,30' ACCESS & U71ZITV EASEMENT �� SESI INV ((6"PVC): 5384.01 / EPEE 2017070095 RECIPROCAL co EXIST. 4" PVC SAN W INV (18" RCP): 5383.51 w ° EASEMENT AREA REC 2017070098 S S - - / EXIST. BLOCK LOCATION OF EXIST. 4" PVC SAN o low D LL o CD RETAINING IS APPROXIMATEVVALL I I / 00 MON. mop- / � L c ■ SAND/OIL SEPARATOR SIZING PER 2018 INTERNATIONAL PLUMBING CODE 6 CUBIC FEET OF CAPACITY FOR THE FIRST 100 SQUARE FEET. 1 CUBIC FOOT OF CAPACITY PER 100 SQUARE FOOT OF BUILDING SPACE. 5,680 TOTAL SQUARE FEET 6 CUBIC FEET 4,334 SQUARE FEET OF WORK SPACE CAUTION - NOTICE TO CONTRACTOR°`tAss 4,334/100 = 43.34 CUBIC FEET 43.34 CUBIC FEET PROPOSED BUILDING OUTLINE TOTAL: 49.34 CUBIC FEET 1 CUBIC FOOT = 7.48 GALLONS SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE 49.34 X 7.48 = 369.03 GALLONS �i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°`tAss EXISTING EASEMENT 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROPOSED BUILDING OUTLINE PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD BUILDING SETBACK SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE LANDSCAPE BUFFER EXISTING POND - FLOOD ZONE LINE Q FLOOD ZONE "AE" CFLOOD ZONE "X" SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. EXISTING CONCRETE PAVING ° PROPOSED CONCRETE PAVING ::•r::: v PROPOSED 6" CONCRETE PAVING•:a�I:::.{, ::• �.:...::.......:..:....:.::....:.::it::• ::x ::":• :::• I W / /4 REBAR AT 24 OCEW Knave wham below. PROPOSED 8" CONCRETE PAVING Call blare you da IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE PROPOSED ASPHALT PAVING ----------------------- --------- --------------; PROPOSED BUILDING HATCH METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO PROPOSED DOOR ® PROPOSED WHEELSTOP PROPOSED SIGN ® PROPOSED ADA PARKING SYMBOL 0 PROPOSED MONUMENT SIGN Z PROPOSED CURB AND GUTTER PROPOSED WALL Q C PROPOSED FIRE HYDRANT Q❑ O ® PROPOSED STORM STRUCTURES ®® PROPOSED WATER STRUCTURES mm PROPOSED SANITARY STRUCTURE •� PROPOSED TRANSFORMER PAD Os EXISTING SANITARY MANHOLE EXISTING ELECTRIC STRUCTURE z EXISTING TRAFFIC SIGNAL EXISTING STORM STRUCTURES O EXISTING SIGN EXISTING WALL M EXISTING RIP RAP EXISTING BENCH -- - - - - - -- 5.385 ------- EXISTING CONTOURS ~O PROPOSED MAJOR CONTOUR 5380 00 PROPOSED MINOR CONTOUR 5381 W EXISTING WATERLINE SS EXISTING SANITARY LINE G EXISTING GAS MAIN EO EXISTING FIBER OPTIC LINE -UE- EXISTING UNDERGROUND ELECTRIC LINE �LUr V EXISTING STORM LINE LL PROPOSED STORM LINE z !Q PROPOSED SANITARY LINE SS 0 PROPOSED GAS MAIN G W PROPOSED WATERLINE -UE -UE PROPOSED UNDERGROUND ELECTRIC LINE ® PROPOSED SANITARY CLEAN OUT 1. CONTRACTOR SHALL FIELD VERIFY SIZE, LOCATION AND INVERT OF EXISTING 4- SEWER LATERAL THAT WE ARE CONNECTING TO FOR SERVICE TO OUR BUILDING. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS FOR CITY, COUNTY, STATE AND REGULATORY AGENCIES, CURRENT EDITION. 3. CONTRACTOR SHALL NOTIFY THE CITY, COUNTY AND REGULATORY AGENCY 48 WORKING HOURS PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL HAVE ONE SIGNED COPY OF THE APPROVED PLANS, ONE COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED AT THE JOB SITE AT ALL TIMES. 4. DISTANCES FOR UTILITY LINES ARE THE HORIZONTAL DISTANCES BETWEEN CENTER OF FITTING/CLEANOUT TO CENTER OF FITTING/CLEANOUT. THEREFORE, DISTANCES SHOW ON THE PLANS ARE APPROXIMATE AND COULD VARY DUE TO VERTICAL ALIGNMENT AND FITTING DIMENSIONS. 5. MAINTAIN 18 INCH MINIMUM VERTICAL CLEAR DISTANCE AND 10 FOOT MINIMUM HORIZONTAL CLEAR DISTANCE BETWEEN SEWER AND WATER LINES. 6. CONTRACTOR TO VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES, WHETHER SHOWN OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY CONFLICTS TO THE ENGINEER OF RECORD. 7. REFER TO BUILDING PLANS FOR EXACT LOCATION OF ALL UTILITY SERVICE CONNECTION POINTS. 8. CONTRACTOR RESPONSIBLE FOR ALL SURFACE RESTORATION (LANDSCAPE, ASPHALT, CONCRETE, ETC) 9. ALL TRENCH EXCAVATION SHALL BE PROPERLY SLOPED, SHORED, OR OTHERWISE SUPPORTED IN A MANNER REQUIRED BY OSHA OR AS REQUIRED BY STATE OR LOCAL LAWS. SURVEYOR TO OBTAIN AUTOCAD FILE FROM ENGINEER AND VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. G a�goway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GallowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. CAUTION - NOTICE TO CONTRACTOR°`tAss 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CAA CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD 0 I LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER Q o^ SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. Knave wham below. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT Call blare you da IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO G CONSTRUCTION. G a�goway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GallowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 UTILITY PLAN C4, 1 Sheet 22 of 26 W 01 L00,0 U LU I- 0 G Cf) 0 Z Q z Cf) � O W M = O C ~O 00 0 of � m �LUr V co LL z z !Q 0 z (] 0 1--- Q Cf) W 0 = _ �Wn C-0 _ CLLC °O� # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 UTILITY PLAN C4, 1 Sheet 22 of 26 LU C9 �D 3 m N d �z N W = Q o� LU M w U F5 1+00 47 PVC -6.25 LF 0 1.00% 47 PVC -4.66 LF 0 1.00% 4!' PVC -2.85 LF 0 1.00% EXIST. GRADE PROP. GRADE 47 PVC -18.11 LF 0 1.00% — — — — — — 4" PVC 10.63 LF 0 1.00% 47 PVC -35.41 LF 0 1.00% 4" PVC -10.56 LF 0 1.00% r 4" PVC -56.19 LF 0 1.00% / L 4" PVC -21.61 LF 0 1.00% CONNECT TO EXIST. a STUB DIRECT (STRAIGHT) IN PER WESTRIDGE SANITATION DISTRICT DETAILS & STANDARDS EXIST. 47 PVC a" PVC WM O R7= 46W100 J 0- O 6 LL U 00 0� J CD C Z OO LL1 O p Q O00 000 D o O C>^� m J O U � 3 U■ N� 3 U a ■ N� , Mpo p 3 II � ± II � ± II I UPO NII NII II � z NZ � NZ N NZ = � Q NZ Z 00 75G IY 2+00 SANITARY STA: 1+00 — 2+77.61 SCALE: H: 1"=20' V: 1"=10 4" PVC -6.23 LF 0 1.00% 4" PVC -1.83 LF 0 1.00% O d U z ��3 J W O 00 "4: O t D Go N L M Ul + II ~ C9. -:—z O 2+77.61 SEE PLUMBING PLANS FOR CONTINUATION s pbbOtt Assb C'0 N CAA .Q -% Galloway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GallowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 0- a o C>^� 0 U 00^ U W) 00 C;1!I U +� 3 � NII I UPO '000 NC II N? Qj 00 O d U z ��3 J W O 00 "4: O t D Go N L M Ul + II ~ C9. -:—z O 2+77.61 SEE PLUMBING PLANS FOR CONTINUATION s pbbOtt Assb C'0 N CAA .Q -% Galloway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GallowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 UTILITY PLAN & PROFILE C4,2 Sheet 23 of 26 0- 0 U LU 00 75G Cf) 0 z � J � Z Cf) 0 W _ o C) ~O 00 0 of W 1 W v C/) LLi Z: Z: !Q 0 Z U Q J J Cf) W >0== Lr) C-0 LU ULLU °O� # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 UTILITY PLAN & PROFILE C4,2 Sheet 23 of 26 bra es Pbbo�c pSs�c`d°a CAA O\ G;�Q,/ng p, J\49 -% Galloway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GallowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 UTILITY PLAN & PROFILE C4,3 Sheet 24 of 26 �n� ry O U W H O 75 cn O z � J � W Z Cf) � O W M = o U 00 0 O of W m CD cn LL Z Z !Q z o O <� J� U Cf) >O== LWW n C-0 U LL °O � # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 UTILITY PLAN & PROFILE C4,3 Sheet 24 of 26 GROUND LINE 6" VB 5' MIN 3' MIN 3' MIN 1' MIN 6" FH rL:, r15. I 1 6" MJ GV OR TAPPING VALVE \ I 6" DI PIPE MJ x SWIVEL TEE OR / TAPPING SLV RESTRAINED JOINTS I I POLYETHYLENE WRAPPED NOTES: 1. NO HORIZONTAL OR VERTICAL BENDS ARE ALLOWED IN FIRE HYDRANT BRANCH. 2. DO NOT COVER OR PLUG DRAIN HOLES WITH CONCRETE. NEENAH R-6660KH FRAME & LID, OR APPROVED EQUAL 7 .\ FH BASE & DRAINAGE ROCK TO BE COVERED W/A LOOSE SHT OF POLYETHYLENE TO PREVENT BACKFILL MATL FROM ENTERING VOIDS IN ROCK 113 CU YD MIN 3/40 CRUSHED ROCK FOR DRAINAGE 4"x4" HARDWOOD OR CONC KB 6" 2' 6" I T 7 l SECTION ri '_LLLLL F— L--I:–_iL _LLL _LL '_L I STA/OFF L� L LLL. LLL. LI�LLL_ LLLLLL. 3' PLAN IRRIGATION BOX z Co W J >U) 0 ♦�11( V, City Of DETAIL �ge U-G01.IRRG.BOX CODE "� Wheat1jd IRRIGATION BOX DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION APPROVED BY: SN APPROVE DATE 10/2016 FH 6" DI FH BRANCH MJ GV MJ ANCHORING TEE / SWIVEL TEE TOP SECT OF 6" VB & LID MARKED TRACER OR 3" TEST BOX LID MARKED TRACER KTAPETRACER WIRE TO DI PIPE W/ 2" WIDE PVC TAPE AROUND THE CIRCUMFERENCE OF PIPE MIN L (TYP 4 PLACES PER 20'-0" OF PIPE) (TYP) RUN TRACER WIRE ALONG HYD BRANCH TO TEST STA TERMINAL LOC AT FH SPLICE TRACER WIRES W DBY-6 LOW VOLTAGE DI BURY SPLICE FIRE HYDRANT PLAN GROUND 'l LINE /"`>\74/� �</0 TOP SECT OF 6" VB & LID MARKED TRACER OR 3" TEST BOX LID MARKED TRACER �i17 —LEAVE 3'-0" OF SLACK WIRE IN BOX TAPE WIRE ELEVATION & LID MARKED'TRACER LINE VALVE NOTES: oxsoLIDATED 1.TRACER WIRE TO BE INSTALLED ON BOTTOM SIDE OF WATER MAIN mutual water TRACER WIRE INSTALLATION FOR PVC WATER MAIN SCALE: NONE POLYETHYLENE TUBE POLYETHYLENE TUBE PLASTIC TAPE PIPE-, f r PLASTIC TAPE 'UBE FIELD INSTALLATION -POLYETHYLENE WRAP STEP - 1 PALCE TUBE OF POLYETHYLENE MATERIAL AROUND PIPE PRIOR TO LOWERING PIPE INTO TRENCE STEP - 2 PULL THE TUBE OVER THE LENGTH OF THE PIEP. TAPE TUBE TO PIPE AT JOINT. FOLD MATERIAL AROUND THE ADJACENT SPIGOT END AND WRAP WTIH THREE CIRCUMFERENTIAL TURNS OF TWO- INCH WIDE PLASTIC TAPE TO HOLD PLASTIC TUBE AROUND SPIGOT ENDS STEP - 3 ADJACENT TUBE OVERLAPS FIRST TUBE AND IS SECURED WITH PLACTIC ADHESIVE TAPE. THE POLYETHYLENE TUBE MATERAIL COVERING THE PIPE WILL BE LOOSE. EXCESS MATERIAL SHALL BE NEATLY DRAWN UP AROUND THE PIPE BARREL, FOLDED INTO AN OVERLAP ON TOP OF THE PIPE AND HELD IN PLACE BY MEANS OF PIECES OF THE PLACTIC TAPE AT APPROXIMATELY THREE TO FIVE FEET INTERVALS. ♦�11( V, City of U-B05WRAP.PIPE DETAIL �"�Wh6atPjdLye CODE POLY WRAP PIPE DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION APPROVED BY: SN APPROVE DATE 10/2016 VALVES OpeN � PSR coli O VALVES cCOSF 1 O `� 2 OPERATING c'F NUT • O O 0 0 9 o A 3 0 0 • o o • 8 VALVE PLAN 4 75 TREATED/POTABLE VALVE OPENING & CLOSING DIRECTION NOTE: VALVES TO MEET DENVER WATER MATERIAL SPECIFICATIONS REVISED BY DATE VALVE OPERATION SCALE NOT TO SCALE ISSUE DATE APRIL 2018 SHEET DRAWING NO. 1 OF 1 V-01 SYMM ABOUT EXIST GROUND LINE 0- NEW ST SURFACE EXIST ST SURFACE 01 L00,0 COMPACTED U TRENCH " W BACKFILL 6 6 z � 0 o� TOP Cf) 0 z � J PIPE ZONE MATL AS :r ti / w z SPEC IN CHAPTER 7 ,. O <; ;:.: p z Cf) � UJ O W rati� M = c ':' O C) UNDISTURBED SOIL » 00 N O W FDTN GRADE CD z LUry,z Cf)m z 6" z w X0.0 0 MIN 9- F1 CE, m 0_ U WIDTH MAX J Cf) SEE NOTE 3 >0== NOTES: 1. MINIMUM COVER SHALL BE 4'-6" BELOW THE OFFICIAL STREET GRADE. 2. TRENCH SHALL CONFORM TO APPLICABLE OSHA REQUIREMENTS. 3. TRENCH WIDTH SHALL NOT BE MORE THAN 18" OR LESS THAN 12" 'WIDER THAN THE LARGEST OUTSIDE DIAMETER OF PIPE. 4. COMPACTION SHALL BE IN ACCORDANCE WITH CHAPTER 7. REVISEDONSOLIDATED (� SCALE l Ntuwater NOT TO SCALE BY DATE ISSUE DATE TYPICAL TRENCH DETAIL APRIL 2018 SHEET DRAWING N 1 OF 1 T-01 CAV -% Galloway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GallowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 UTILITY DETAILS C4,4 Sheet 25 of 26 0- 01 L00,0 U W 0 75 Cf) 0 z � J � z Cf) � O W M = O C) ~O 00 N O W CD C/) LUry,z Cf)m z � 0 z 0_ U Q J Cf) >0== LWW n C-0 ULLU °O� # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 UTILITY DETAILS C4,4 Sheet 25 of 26 SN@N SIDE HaRIZOo WAL INS GILLAUION OoMIL NOTE: BASIN DIMENSIONS SHOWN ARE BASED ON JENSEN PRECAST MODEL JP750EE-SO LISTED BY UPC. ACCEPTABLE MANUFACTURERS INCLUDE: ARCO, COPELAND, AMCOR/OLDCASTLE. FINISHED GRADE VERIFY INVERT ELEVATION, RE PLANS 3" VENTS 6- 95% COMPACTED SAND BEDDING MATERIAL 24" HEAVY DUTY GASTIGHT CAST IRON MANHOLE COVER & RING, NON -ROCKING DESIGN; NEENAH R-1706 OR EQUAL, TOP SHALL BE FLUSH WITH FINISHED GRADE. TYPICAL OF 2. PRECAST REINFORCED CONCRETE MANHOLE RINGS. TYPICAL OF 2. I, >y 24 MIN. TYP. ---- ------------� 1�1; - -- ---- -- -- ------------- WATER LEVEL 60" - 4. r 1 12" B. MINIMUM TANK VOLUME TOTAL = 750 GALLONS 97" LONG x 48" WIDE I.D. SAND /OIL SEPARATOR DETAIL mum 4- 12" INSTALL CCPR (FLUSH t1ffT - OR 9—INCH AME (FINAL GRAM FOR REmonT PROJECTS AND 2—INCHES ASM FINAL GRADE GDR NEW CONWRlCTICN OR AS SPECIFIED BY CN.>l^J'C INSPEC7O 3/REPRIESENTA'PGIE COM®INAMON CURET GI&rnm a SIDEW= INSUTA11ING CCUPUM RS ull%m C91d94U METAWC WAMM MAINS. com:ommom S P (MUELLER OB -23m OR C"=n APMVM OMAR—) ALL CONSTRUCTION SHALL CONFORM TO AASHTO H-20 BRIDGE LOADING SCO (TYP.) SS gkai W' DESIGNER NOTES: VERIFY CAPACITY REQUIRED AND UPDATE 6" DIMENSIONS AS REQUIRED, SEE STANDARD DIMENSIONS AT LOWER LEFT. •57" .PRECAST REINFORCED CONCRETE BASIN IN ACCORDANCE WITH ASTM C-478 E K FINAL GRADE (E FINAL t;Rr�.l=��- I FINAL GRADE 2' 2" LANDSCAPING LANDSCAPING SUBGRADE \\\\t * \ ° ° \\\\\'�\' \ \\\ SUBGRADE \\\\\\ \ o ° ° 14" ° ° g 14" o GENERAL NOTES � � � GENERAL NOTES I ° G* m X 1. NO CONCRETE FLOOR TO ° 1. NO CONCRETE FLOOR TO ° ; > BE LAID IN METER PIT. BE LAID IN METER PIT. J ° J p 2. ADJUSTMENT RINGS FOR 2. ADJUSTMENT RINGS FOR ° as EXISTING METERS SHALL EXISTING METERS SHALL ° co Q 48 BE CONCRETE AND BE 4" BE CONCRETE AND BE 4"I m OR 6" IN HEIGHT. NO ° OR 6" IN HEIGHT. NO ° €3 ° J BRICKS ALLOWED. B BRICKS ALLOWED. z(n Q ° F 3. NO CONNECTIONS SHALL o 3. NO CONNECTIONS SHALLa BE MADE IN THE METER BE MADE IN THE METER G N C° PIT OR WITHIN FIVE FEET G o PIT OR WITHIN FIVE FEET UJ z OF OF THE METER PIT. �- OF OF THE METER PIT a i THIS INCLUDES LAWN p 0� F o '- Z) SPRINKLER CONNECTIONS. THIS INCLUDES LAWN z c� ° SPRINKLER CONNECTIONS. °' UJ 4. INSTALL COVER FLUSH 4. INSTALL COVER FLUSH ° U WITH OR 1 -INCH ABOVE °. K J FINAL GRADE Galloway Ll o I 1155 Kelly Johnson Blvd., Suite 305 0 Colorado Springs, CO 80920 A 719.900.7220 a G, w m GallowayUS.com o ( d / \J o a N Li I w C �t m w ° z H J c o wN J fz Z '-1 INCH* ° WITH OR 1 -INCH ABOVE FINAL GRADE FOR FINAL GRADE FOR 5' RETROFIT PROJECTS AND 5° TYPE "K" ° N O RETROFIT PROJECTS AND 1.0 INCH c COPPER = TYPE "K" � � 2 -INCHES ABOVE FINAL (SEE NOTES 3) a 2 -INCHES ABOVE FINAL (SEE NOTE 3) COPPER w GRADE FOR NEW w GRADE FOR NEW (NOT o CONSTRUCTION OR AS CONSTRUCTION OR AS `` SPECIFIED BY CMWCo ° PROVIDED SPECIFIED BY CMWC BY ' INSPECTOR/REPRESENTATIVE. 0 3/4 INCH* -/ INSPECTOR/REPRESENTATIVE ° CMWCO) ° TYPE "K" ° FLOW .° COPPER ° �— FLOW , °` 1 INCH* TYPE KCOPPER :2) © 24" 12" MIN. 24" 12" MIN. 36" MAX. ANGLE VALVE (WITH LOCKWING STYLE HEAD) (MUELLER H-14258 OR CMWCo APPROVED EQUAL) AO ANGLE VALVE (WITH LOCKWING STYLE HEAD) (MUELLER H-14258 OR CMWCo APPROVED EQUAL) 1" ANGLE CHECK VALVE (MUELLER H -14269N OR CMWCo APPROVED EQUAL) f3 ANGLE CHECK VALVE -WIN X 1" OUT (FORD OR CMWCo, APPROVED EQUAL) Q METER (BADGER MODEL d70 WITH BEACON TRANSMITTER OR CMWCo APPROVED EOUAL)(PROVIDED & INSTALLED BY CMWCo) © METER (BADGER MODEL d35 WITH BEACON TRANSMITTER OR CMWCo, APPROVED EQUAL)(PROVIDED & INSTALLED BY CMWCo CURB STOP (MUELLER B-25204 OR CMWCo APPROVED EQUAL) ID CURB STOP (MUELLER B-25204 OR CMWCo, APPROVED EQUAL) I 18 -INCH COMPOST NICOR H2O LOAD RATED LID (PROVIDED BY CMWCo) g) 18 -INCH COMPOSIT NICOR H2O LOAD RATED LID (PROVIDED BY CMWCo) Q GROUND WIRE CONNECTION (PROVIDED & INSTALLED BY CMWCo) IE) GROUND WIRE CONNECTION (PROVIDED & INSTALLED BY CMWCo) © 24 -INCH I.D. X 36 -INCH CONCRETE METER PIT (ENCON #14-00011 OR CMWCO APPROVED EQUAL) 'G� 24 -INCH I.D. X 36 -INCH CONCRETE METER PIT (ENCON #14-00011 OR CMWCo APPROVED EQUAL) © 24 -INCH I.D. X 12 -INCH CONCRETE METER PIT (ENCON #14-00010 OR CMWCo APPROVED EQUAL) 24 -INCH I.D. X 12 -INCH CONCRETE METER PIT (ENCON #14-00010 OR CMWCo, APPROVED EQUAL) CURB STOP BOX (TYLER 6870 SERIES "ROADWAY BOX" TOP #3780-18, BTN 6780-27B, EXTENSION 6870-49, I!E) CURB STOP BOX (TYLER 6870 SERIES "ROADWAY BOX" TOP #3780-18, BTN 6780-27B, EXTENSION 6870-49, LID 6870 4-1/4" F/145R OR CMWCo APPROVED EQUAL) LID 6870 4-1/4" F/145R OR CMWCo APPROVED EQUAL) D 20" I.D. X 24" O.D. CONCRETE EXTENSION RING (2" TO 6") ;D 20" I.D. X 24" O.D. CONCRETE EXTENSION RING (ENCON #14-00001 THRU #14-00005 OR APPROVED EQUAL) (4" OR 6") RAM-NEK (ENCON #14-00001 THRU #14-00005 OR CAST IRON RING (EAST JORDAN IRON WORKS #0029121 1) APPROVED EQUAL) I,:J) RAM-NEK @ CAST IRON RING (EAST JORDAN IRON WORKS #00291211) THE CONSOLIDATED MUTUAL WATER COMPANY THE CONSOLIDATED MUTUAL WATER COMPANY NOTE - 1.0" METER DETAIL 1 NOTE' 3/4" METER DETAIL NO DOPE", "PLUMBERS PUTTY", OR ! NO "PIPE DOPE", "PLUMBERS PUTTY", OR SIMILAR PRODUCT ALLOWED. DRAWN BY: AKR DATE: AUG. 2017 REVISED: SIMILAR PRODUCT ALLOWED. DRAWN BY: AKR DATE: JAN. 2016 REVISED: ALL JOINTS TO BE SEALED WITH TEFLON TAPE I ALL JOINTS TO BE SEALED WITH TEFLON TAPE ONLY. SCALE: NTS PAGE OF 11 ONLY. i SCALE: NTS PAGE OF BACKFLOW PREVENTER DETAIL WNL O TO POINT OF CONNECTION- ADAPT AS NECESSARY ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES 0 BRASS WYE STRAINER W/60 MESH SCREEN 0 GUARD SHACK 0 BACKFLOW PREVENTER UNIT 0 BRASS 90 DEGREE ELLS (TYP.) 0 BRASS UNION (TYPICAL) 0 BRASS NIPPLES (TYPICAL) 0 4" CONCRETE PAD - SLOPE TO DRAIN AWAY FROM BACKFLOW PREVENTER 0 FINISH GRADE 2" BELOW PAD 10 BRASS COUPLING 11 PIPE ADAPTER AND MAINLINE PIPE 12 12"X12"X12" THRUST BLOCKS TEE POST-�� (TYP.) CONSTRUCTION FENCE HOUSE SIDE 191 D_ 2, 2, METER 2' PIT LID ry 2' CURB STOP u NOTES: THE CONTRACTOR SHALL MAINTAIN PROTEC11ON AROUND THE NEWLY INSTALLED METER PIT. EXAMPLE: 4 -TEE POSTS W/ORANGE CONTRUC110N FENCING. STREET SIDE MUST BE LEFT OPEN TO PROVIDE 24 HOUR ACCESS TO CMWCO. NO DUMPSTERS, CONSTRUCTION MATERIAL, VEHICLES OR EQUIPMENT WITHIN 5 FEET. STREET SIDE THE E CONSOoLIDATED MUTUAL WATER COMPANY METER NT WSTALLAWN SPEC DRAWN BY- SH DATE: 10-12-10 Ste' NONE REVISED: 4_2012 PAGE ? OF ? COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 UTILITY DETAILS C4,5 Sheet 26 of 26 D_ ry 0 U LU 0 75G Cf) 0 z � J � Z Cf) � O LU O U ~O 00 O of � m �LUr V co LL Z Z !Q 0 z �_ 0 1--- Q J Cn LU >0== Lr) C-0 LU ULLU °O� # Date Issue / Description Init. 1 09/28/20 CITY REVIEW COMMENTS JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 8.13.2020 UTILITY DETAILS C4,5 Sheet 26 of 26 + + + + + + + + + + + + + + + + + + + +� a + + + + + + + + + + ++++++++++++ +SEAED A�EAS+ + + + + + + G�EATER+T"AI 301 -4 + + + + + + + + + + FOUND 15 REBAR + + + + + + + + + WITH 1-1/2" ALUMINUM CAP 'PLS 26606' + + + + + + + + + STSITE EBENCHMARK /1� + + + FLOOD ZONE "AE" + + + + / rELE+IAiIBNaid7BiY� FLOODWAY + + + + ALL PROPOSED PLANTINGS + + + + AND SOD TO BE IRRIGATED i WATER SIGNAL + + + + IN THIS AREA i PRO + + + + + + + FOUND tl6 EBAR IN CO CRETE + + + + + + + NO IDENTIF A110N + + + + + + + + + + + + + + FOUND #5 REBAR + + + + + + _r WITH 1-1/2 I M CAP + + + + + + + / + STAMPEDL'Ps 6606" 1p- + + + + + + PROP. STORM C RB INLET + + \R, / F T 1P, .Q. Op\ —w I _wo EXIST. 8" DIP WM w a / \ PROP. 6" PVC WM e a /— FOUND NAIL J!1]FW.LFrIB� RR IYD NTI �F DISC a.a. �.. .Q e T� a .. FOUND 15 REBAR WITH 1-1/2" I . ALUMINUM CAP ° STAMPED 'PLS 26606" EXIST. TRAFFIC SI AL FOUND #6 REBAR IN CONCRETE 0 IDENTIFICATION - rk 1w + + + + + + - + TCH CU 5' DIN SETBACK & + + + + LANDSCAPE BE PROP CATCH CURB + + + +(lam ° PROP. SPI 1111110Y111E t4ivBlfyL raL r R L + + + + + + FOUND #5 REBAR WITH 1-1/2" + + + + + / STAMPED 'LANE NE ENGNUM P ° + + + + + — _ 0.78' SOUTH OF CORNER ° j (NOT ACCEPTED) + + + + ING,+ ( �� + + + + ° P AOCCESS EA MENT Y (ANENT `\ + / PROPERTY LINE LATER T FOUND g5 REBAR PROP. 30 UTILITY ASE ENT _ EASE ENT '08388 \+ + ALUMINUM 1C P \ \ STAMPED 'PLS 26606" II 1 + \ \ + ' AEE PRtPO-)t PLANTINGS II a� A AND SOD TO BE IRRIGATED ° I I I + + IN T�I S AREA 0 1 I + \ \ + + / \ +\ + / 5' LANDSCAPE BUFFER \ \ PROP. LOT LINE 1 PR . CONC. WHEELST:�/SIBLE 1 + / / I PROP. AC_ / W1QHOPEN SPA:E AREA PARKING N1 (TYP.) ALUMINUM CAP I ° \STAMPED "PL$ 26606° PR . CDOT END SECTION r —/ ■ i SITE BENCHTRK /2 PROP. STORM ANHOLE /FC \\ ELEVATION: 9383.74 / PROP. SSIBLE + \ L — — PAR G SIGN (TYP.) \ \ 10' DRAINAGE EASEMENT j \ / / 5' LAND PE BUFFER / 1 + �e( \ — / /PROP. CDOT END SECTION y EXIST. F OPTIC / UNE TO BE REMOVED & EXE. ouTLET sTRuciuRE /liE CATED. COORDINATE PROP. CATCH C B � / GRATE: 5383.05 qU PROVIDER 4 11o PR P. SPILL CURB 0 10' DRAINAGE EASEMENT �� O DIST. Oo Oo w RIP -RAP — TRACT A O wJ 0.2768 AC. 0 0 0 o PROP. STORM RB INLET BE OP - CAT R u 18' a �. so pe . A ' 900 4 N w ° PROP. 24' 1 ACCESS I I I I I I I Ir/ PANIC 1 I I I I I I I I I I I I ROP. 750 GAL. tRAFFI,,,,,,111,,, A- SAND/01E INTE EPP1 If/ n I I SPILL 0 I� I REC. 2017070099 OWNER: 4 CITY OF WHEAT RIDGE I' I OP.: k TRASH CL RICH PLANS R D FINISH EXIST. B<S STOP BENCH 1 I ° I< EXIST. BU$ STOP SIGN I L}K ( BUS 570P EASEMENT REG 2019042960 A k� 1 .;✓ rat I 1 ° � ` R M 'l,11r11L rML r . I ° all it C/7 r I m I � o �I T OF WAY LINE jl 1 0 1 ROADWAY CENTERLINE l OP+ SPACE AREA I a. 59' r. PROP. FLUSH CONC. WALK BJI ` - O � I I I 11 I{{ 11 LITTLELEAF MTN. MAHOGANY 01738 AC. EXIST. SIC4J °CROSS ONLY (42,118 CO. FT.�, 11 RI I I I I II AND W I T T VC W 5 GAL. PROP. 7' MAX H , 150 SF I ry—Q - J /1 m JJ GRO-LOW SUMAC Cn d ala I N o FLOW -Of00 00 O b F-- Oj PREVENTER PROP BACK FLOW 0 m(n 00 I II - Ln 00 j z f ° W ( j W LeJ SET NAIL l Of�¢ WITH 1-1/2" h --U II if< I 1' C9 STAMPED "PLS 38060° o O LLJ o I 0- -- O 1 Mo I II I I I II I I� 0 I� I REC. 2017070099 OWNER: 4 CITY OF WHEAT RIDGE I' I OP.: k TRASH CL RICH PLANS R D FINISH EXIST. B<S STOP BENCH 1 I ° I< EXIST. BU$ STOP SIGN I L}K ( BUS 570P EASEMENT REG 2019042960 A k� 1 .;✓ rat I 1 ° � ` R M 'l,11r11L rML r . I ° all it C/7 r I m I � o �I T OF WAY LINE jl 1 0 1 ROADWAY CENTERLINE l OP+ SPACE AREA I a. 59' r. PROP. FLUSH CONC. WALK BJI ` - O -PROP. WATER MET R -PROP. MAIN BLDG. ENTRY II PRgP LITTLELEAF MTN. MAHOGANY 0 EXIST. SIC4J °CROSS ONLY -PROP. PEDESTRIAN RAMP RI T11 19 AND W PROP. BIKE RACK 11 L d L VC W 5 GAL. PROP. 7' MAX H , 150 SF (4 SPACES) MEXICAN FEATHER GRASS -MONUMENT--SIGN 68 JJ GRO-LOW SUMAC PROP. CO TRANSFORMER ; 1 ala WAX CURRANT PROP. IRRIG. BACK FLOW FPAD WITH CONC. BOLLARDS 11 !11 'I b PREVENTER PROP BACK FLOW 0 i (12,059 SO, FT.) oU o O EXIST. 18' FES NV: 5380.80 I w EXIST. 12" RCP EXIST. 18" RCP r5l LANDSCAPE BUFFER EXIST. TYPE3� EXIST. TYPE 13 �c PROP. 4' CROSS PAN COMP,�IRLET COMBO INLET aQ� OPEN SPAC AREA �1------T--- -� �� — — — — IVAPR TE DRIVE j EXIST. INLET PROPERTY LINE J GRATE: 5387.91 = i0"ACCE55 & UNITYEASEMENT SE INV (12"RCP): 5383.71 A INV (6"PVC): 5384.01 REC 2TAREA095 2017OCAC EXIST 4" SAN. STUB EXIST. 4" PVC SAN W INV (18" RCP): 5383.51 4SEMENT AREA REC 7017070098 SS INV. EL 5383.75 _ — — — — _ — _ — — — — — — — — — —(LOCATION & INVERT ARE APPROXIMATE) SET NAI / LOCATION OF EXIST. 4" PVC SAN W11H 1-1/2 IS APPROXIMATE ALUMINUM DISC / O O c STAMPED "PLS 38069" in J' LEADPLANT PREVENTER - O -PROP. WATER MET R 5 GAL. 32 G LITTLELEAF MTN. MAHOGANY 0 EXIST. SIC4J °CROSS ONLY CHAMAEBATIARIA MILLEFOLIUM FERNBUSH ATCROSS WALK" 19 JUNIPERUS SABINA'SCANDIA' W 5 GAL. 43 LIGUSTRUM VALGARE'LODENSE' VC W 5 GAL. PROP. 7' MAX H , 150 SF NASSELLA TENUISSIMA MEXICAN FEATHER GRASS -MONUMENT--SIGN 68 JJ GRO-LOW SUMAC 5 GAL. /' PROP. FIRE HYDRANT WAX CURRANT .0 EXIST. 0 aul � 0 6' INTEGRAL S/W F'rJ} ° SET NAIL F WITH 1-1/2" 'PCq I a ALUMINUM DISC STAMPED "PLS 38060° o O o w o I I III I I I 1 0' 10' 20' 40' Sca e 1 " = 20' PLANTING LEGEND SYMBOL BOTANIC NAME COMMON NAME SIZE QUANTITY TREES (D ACER GRANIDENTATUM'SCHMIDT' ROCKY MTN. GLOW MAPLE 2" CAL. 7 8'-10' HIGH CRATAEGUS X MORDENSIS'TOBA' TOBA HAWTHORN 2" CAL. 7 (D 8'-10' HIGH FORESTIERA NEOMEXICANA NEW MEXICO OLIVE 2" CAL. 8 GYMNOCLADUS DIOICUS'ESPRESSO' ESPRESSO COFFEETREE 2" CAL. 7 U 7 8'-10' HIGH SHRUBS GROUNDCOVER AMORPHA CANESCENS LEADPLANT 00 24 O BLUE MIST SPIREA 5 GAL. 32 G LITTLELEAF MTN. MAHOGANY 0 14 CHAMAEBATIARIA MILLEFOLIUM FERNBUSH GROUNDCOVER AMORPHA CANESCENS LEADPLANT 5 GAL. 24 CARYOPTERIS X CLANDONENSIS BLUE MIST SPIREA 5 GAL. 32 CERCOCARPUS INTRICATUS LITTLELEAF MTN. MAHOGANY 5 GAL. 14 CHAMAEBATIARIA MILLEFOLIUM FERNBUSH 5 GAL. 19 JUNIPERUS SABINA'SCANDIA' SCANDIA JUNIPER 5 GAL. 43 LIGUSTRUM VALGARE'LODENSE' LODENSE PRIVET 5 GAL. 5 NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 1 GAL. 68 RHUS AROMATICA'GRO-LOW GRO-LOW SUMAC 5 GAL. 42 RIBES CEREUM WAX CURRANT 5 GAL. 50 LANDSCAPE CALCULATIONS TEXAS HYBRID (EMERALD SOD FARMS) TEXAS HYBRID LAWN SOD 42,418 SF EUONYMUS FORTUNEI'COLORATUS' PURPLE WINTERCREEPER 5 GAL. 9' O.C.E.W. LANDSCAPE CALCULATIONS ROOT BARRIERS THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1"- 2" RIVER ROCK OVER LANDSCAPE FABRIC IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS). GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES AFTER INSTALLING SOIL AMENDMENTS IS 3" BELOW THE ADJACENT FINISH SURFACE IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES AFTER INSTALLING SOIL AMENDMENTS IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). C. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BYTHE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. zpbuottgss �e °c Itz/DWJ`y`o� �__ EVERGREEN D E S I G N G R O U P (800) 680-6630 1755 Telstar Dr., Ste 300 Colorado Springs, CO 80920 www.EvergreenDesignGroup.Com G� R gRq/I/ +� 1430 �+ 02/06/2020 Origin I ate `�P e\ rF0 F OF COVE �q/VDSCA?E P 10/05/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. (1l REQUIRED PROPOSED GROSS LOT AREA: 42,418 SF REQUIRED OPEN SPACE (15 ): 6,363 SF 7,018 SF (16.54 ) REQUIRED LANDSCAPED AREA (35 OF REQ. OPEN SPACE): 2,227 SF 2,720 SF (42.75 ) USABLE OPEN SPACE (75 OF REQ. OPEN SPACE): 4,772 SF 5,522 SF (86.78 ) HARDSCAPE ---- 1,114 SF STREET TREES REQUIRED: 8 TREES (1 TREE AT 35' O.C.) PROVIDED: 7 TREES (DUE TO SITE OBSTRUCTIONS) ROOT BARRIERS THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1"- 2" RIVER ROCK OVER LANDSCAPE FABRIC IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS). GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES AFTER INSTALLING SOIL AMENDMENTS IS 3" BELOW THE ADJACENT FINISH SURFACE IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES AFTER INSTALLING SOIL AMENDMENTS IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). C. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BYTHE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. zpbuottgss �e °c Itz/DWJ`y`o� �__ EVERGREEN D E S I G N G R O U P (800) 680-6630 1755 Telstar Dr., Ste 300 Colorado Springs, CO 80920 www.EvergreenDesignGroup.Com G� R gRq/I/ +� 1430 �+ 02/06/2020 Origin I ate `�P e\ rF0 F OF COVE �q/VDSCA?E P 10/05/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. (1l # Date Issue Description Init. Project No: Drawn BY DB Checked By: RM Date: 06/18/2020 aW_A►1ri►Lem aW_1► LP -1 Sheet 8 of 12 0 UJI 0 0 U) LLI Mo O W 0 m � co coLU Q Y H Q LU = CO 00W # Date Issue Description Init. Project No: Drawn BY DB Checked By: RM Date: 06/18/2020 aW_A►1ri►Lem aW_1► LP -1 Sheet 8 of 12 PLANTING SPECIFICATIONS GENERAL A QUALIFI CATIONS OF LANDSCAPE CONTRACTOR 1. ALL LANDSCAPE MRKSHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING. 2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAYBE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. 3. THE LANDSCAPE CONTRACTOR SHALL HOLD AVAUD CONTRACTOR'S LICENSE ISSUED BVTHEAPPROPRIATE LOCAL JURISDICTION. B SCOPE OF WORK 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS LABOR, SERVICES, EQUIPMEINT, LICENSES, TAXES AND ANY OTHER ITEMS THAT PRE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK SPECIFIED HEREIN AND /OR SHOWN ON THE LANDSCAPE PIANS NOTES, AND DETAILS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE PATH ALL APPLICABLE LAW$ CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL STATE AND LOCAL AUTHORITIES IN SUPPLY TRANSPORTATION PND INSTALLATION OF MATERIALS. 3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC) PRIOR TO THE START OF ANY WORK PRODUCTS A PLLMPNUFACTURED PRODUCTS SHPLLBENEW. B. CONTAINER AND BALLED AND-BURLPPPED PLANTS. 1. FURNISH NURSERY- GROWN PLANTS COMPLYING PATH ANSI Z601-2014. PRONDEWELLSHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE IINSECTS, EGGS, LARVAE AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILARSIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, PND WTH SIMILAR CLIMACTIC CONDITIONS. 2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED R00T SYSTEMS ,NON -POT-BOUND, FREEFROM ENCIRCLING PND/oR GIRDLING ROOTS, AND FREE FROM MY OTHER ROOT DEFECTS (SUCH AST SHAPED ROOTS) 3. TREES MY BE PLANTED FROM CONTAINERS OR BALED AND BURLAPPED(B&E, UNLESS SPECIFIED ON THE PIANTINGLEGEIJD. FARE ROOT TREES PRE NOT ACCEPTABLE. 4. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED PATH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE ANY PLANTS APPEARING To BE UNHEALTHY, EVEN IF DETERMINED To STILL BE ALIVE SHALL NOT BEACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS To THE ACCEPTABILITY OF PLANT MATERIAL. 5 ALL TREES SHALL BE STANDARD INFORM, UNLESS OTHERVNSE SPECIFIED. TREES PATH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 6. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK TREES SHALL BE AS FOLLOWS: SIXINCHESABOVE THE ROOT FLARE FOR TREES UP To AND INCLUDING FOUR INCHES IN CALIPER AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CARRIER ]. MULTI TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT MEASURED FROM THE TOP OF THE R00T BALL WHERE CALIPER MEASUREMENTS ARE USED THE CALIPER SHALL BE CALCULATED PS ONE-HALF OF THE SUM OF THE CALIPER OF THE THREE LARGEST TRUNKS 8. ANVTREE OR SHRUB SHOWN TO HAVE EXCESS SOILPIACED ON TOP OF THE ROOT BALL SOTHATTHEROOT FLARE HAS BEEN COMPLETELY COVERED, SHALLBE REJECTED. C SOD: PROVIDE WELL- ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4"T01". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. D. TOPSOIL SANDUTO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN OINCH, FOREIGNMATTER, PLANTS, ROOTS, AND SEEDS. E COMPOST: WELL COMPOSTED STABLE AND WEED FREE ORGANIC MATTER pH RANGE OF55 T08 MOISTURE CONTEINT35T055 PERCENT BY MIGHT, 100 PERCENT PPSSINGTHROUGH 3/4 INCH SIEVE SOLUBLE SALT CONTENT OF 5 To 10 DECISIEMENS/M NOT EXCEEDING 0 5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TOPLANTINGS. NO MANURE OR ANIMAL BASED PRODUCTS SHALL BE USED. F. FERTILIZER GRANULAR FERTILIZER CONSISTING OF NITROGEN PHOSPHORUS POTASSIUM, AND OTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOILREPORT FROM A QUALIFIED SOILTESrING AGENCY (BEE BELO" G. MULCH. SIZE AND TYPE AS INDICATED ON PLAINS , FREE FROM DELETERIOUS MATERIALS AND SUITABLE ASA TOP DRESSING OF TREES AND SHRUBS. H. TREE STAKING AND GUYING 1. STAGES: 6LONG GREEN METAL T -POSTS 2. GUVANDTIEWRE PSTMA641, CLASSI, GALVPNIZEDSTEELWIRE 2- STRAND, LEASHED, 0106 INCH DIAMETER 3. STRAP CHAFING GUARD :REINFORCED NYLON OR CANVAS AT LEAST 1UGINCHWDE WTHGROMMETSTO PROTECT TREE TRUNKS FROM DAMAGE. I. STEELEDGING PROFESSIONAL STEEL EDGING, 14 GAUGE THICKX 4 INCHES PAGE, FACTORY PAINTED DARK GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL MET OR APPROVED EQUAL J. PRE EMERGENT HERBICIDES ANVGRANUDW, NON -STAINING PRE EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PREEMERGENTHERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. METHODS A SOILPREPPRATION 1. BEFORE STARTING WORK THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS PREWTHIN N-01' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 2. SOILTEETING a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES FROM THE PROJECT'S LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY EACHSAMPLE SUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE OUGHT OF SOIL, TAKEN FROM BETWEEN THE SOIL SURFACEAND 6" DEPTH. IF NO SAMPLE LOCATIONS ARE INDICATED ON THE PLANS, THE CONTRACTOR SHPLLTAKEA MINIMUM OF THREE SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FORTESTING. b. THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE FOLLOWING SOILTEXTURPL CLASS, GENERAL SOIL FERTILITY , pH, ORGANIC MATTER CONTENT, SALT (CEC), LME, SODIUM ADSORPTION RATIO (SAP) AND BORON CONTENT. c THE CONTRACTOR SHPLLALSO SUBMIT THE PROJECT'S PLANT LST TO THE LABORATORY ALONG PATH THE SOIL SAMPLES. d. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWNG (AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX RECOMMENDATIONS FOR GENERAL ORNAMENTAL PLANTS, XERIC PLANTS, TURF AND NATIVE SEED, AS WELL AS PRE PLANT FERTILIZER APPLICATIONS AND RECOMMENDATIONS FOR MY OTHER SOIL RELATED ISSUES. THEREPORT SHPLLALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. PNU CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS EITHERINCREPSE OR DECREASE SHALL BE SUBMITTED TO THE OWNER PATH THE REPORT. 4. FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWNG a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP B" OF SOIL BY MEANS OF ROTOTIWNG AFTER CROSS RIPPING I. NITROGEN STABILIZED ORGANIC AMENDMENT- 4 CU. YDS PER 10005 F. li PREPUWTTURF FERTILIZER (1020100R SIMILAR SLOWRELEPSE ORGANIC)- 15 LBS PER 1000 A F. - "CLAY BUSTER "OREQUAL - USE MANUFACTURER'S RECOMMENDED RATE b. TREES SHRUBS AND PERENNIALS: INCORPORATE THE FOLLOWNG AMENDMENTS INTO THE TOP 8 O SOIL BY MEANS OF ROTOTILLNG AFTER CROSSRIPPING. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1000 5F. IL. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) 10 LBS. PER CU. LID. ILL. "CLAYBUSTER"OREQUAL- USE MANUFACTURER'S RECOMMENDED RATE SIRON SULPHATE -2 LBS. PER CU. YD. 5 IN THE CONTEXT OF THESE PLAINS NOTES AND SPECIFICATIONS, "FINISH GRADE' REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS a. BEFORE STARTING WORK THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL IANDSCPPEAREASAREWTHN+/01 OFFINISHGRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF PRFA PND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLAINS , AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED To BLEND IN PATH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL c THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF PNU SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED THE AMOUNT OF SOIL AMENDMENTS TO BEARDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, ISO" BELOW THE ADJACENT FINISH SURFACE IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18 AWAY FROM THE WALKS. a. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1"BELOW THE FINISH SURFACE OF THE WALKS TAPER THE SOIL SURFACE TO MEET FINISH GRADE, PS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18"AWAY FROM THE WALKS T SHOULD ANY CONFLICTS AND/OR DISCREPANCIES PRISE BETWEEN THE GRADING PLAINS GEOTECHNICAL REPORT THESENOTESPNDPUWS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER 6. ONCE SOIL PREPARATION IS COMPLETE THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE No DEBRIS, TRASH, OR STONES LARGER THAN 1 REMAINING IN THE TOP 6"OFSOIL B. SUBMITTALS 1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES,IFREOUIRED, TO THE LANDSCAPE ARCHITECT, AND RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES. 2 SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS PATH A RULER OR MEASURING STICK FOR SCALE, PHOTOS OR SAMPLES OF ANY REQUIRED MULCHES, AND SOIL TEST RESULTS AND PREPARATION RECOMMENDATIONS FROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER RATES AND TYPES, AND OTHER AMENDMENTS FOR TREESHRUB, TURF AND SEED AREAS AS MAY BE APPROPRIATE). 3. SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH AS TREE SrAKEE AND TIES, EDGING, AND LANDSCAPE FABRICS (IF ANY). A. WHERE MULTIPLE ITEMS PRE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE ITEM BEING CONSIDERED. C. GEIJERALPIANTING T REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS 2 EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE EMERGENT HERBICIDES AT THE MANUFACTURER'S RECOMMENDED RATE 3. TRENCHING NEAR EXISTING TREES a. CONTRACTOR SHALL NOT DISTURB ROOTS 1U2 AND LARGER IN DIAMETER WTHIN THE CRITICAL ROOT ZONE FEE) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRS IS DEFINED ASA CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK WITH A RADIUS EQUAL T01' FOR EVERY 1 OF TRUNK DIAMETER -AT -BREAST -HEIGHT (a5' ABOVE THE AVERAGE GRADE AT THETRUNKI. b. ALL EXCAVATION WTHIN THE CRS SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF MY KIND SHALL BE ALLOWED WITHIN THE CRS c ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1U2 ANDIARGERINDIAMETER. VVHERETREEPOOTS 1-U2 AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS PATH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WTHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. CONOT USE ANY SORT OF SEALERS OR WOUND PAINTS D. TREEPLNTING 1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE POOTBALL AND To A DEPTH EQUAL To THE DEPTH OF THE POOTBALL LESS TWO To FOUR IINCHES. 2 SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE 3. FOR CONTAINER AND BOX TREES TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS, THE CONTRACTOR SHALL SHAVE A 1"LAYER OFF OF THE SIDES AND BOTTOM OF THE POOTBALL OF ALLTREES JUST BEFORE PLACING INTO THE PLANTING PIT. CONOT"TEASE" ROOTS OUT FROM THE POOTBALL 4. INSTALLTHE TREE ON UNDISTURBED SUBGRADE So THAT THE TOP OF THE POOTBALL S TWO To FOUR INCHES ABOVE THE SURROUNDING GRADE 5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKSLARGERTHANI"DIAAND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE ONMER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON-SITE SOIL. 6. TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WNDS OR SLOPES)REQUIRE STAKES TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF TREE STAKES BEYOND THE MINIMUMS LISTED FELONS) WILL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANT TREES FALL OR LEAN THE LANDSCAPE CONTRACTOR SHALL STRAGHTHE TREE OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHPLLADHERE TO THE FOLLOWNGG GUIDELINES 1 U24Ts Two ESTWES PER R b. TREES OVER REES THREE NEEDEPER TREE TREES OVER P'CALS THRGUYEE E STAGES ED d MULTI-TRUNKTREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO STABILIZE THE TREE ]. INPON TERIOR FT HE TOE PLANTING CONSTRTHEVVEUCTANEAR CLOTH ERING ANDTORSINAROUNDATH THE TREE .COVERTHE EANDDPT INTERIOR of THE TREE PING WITH THEwEED BARRIER CLOTH AND TovDREss SHAH MULCH (TYPE AND DEPTH PER PLANS) E. SHRUBPERENNIAL THE AND ceoumocCE A PLANTING 1. PLATTE PLANTINGHOLES ACKFIL AROUND WIDE T AND 2THE TPA DEEP SOIL HAN AMENDED PLANT POOTBALLREC INSMMEND THE IO PLSTALLT EVVEEDEHOUE EARNED LCLOTHOVERLAPPING PPING IT AT THE UTI PER SOILTETELLS ARECOMMENDATIONS. 2. INSTALBARRED ELOTH IN PL CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THE VVEED BARRIER CLOTH IN PUTCE. 3. WHERINGPLANTING ISIRE COMPLETE PLANTING AREA MULCH (TYPE AND DEPTH PER PLANE OVER ALL PLANTING BEDS, covERwc THE ENTIRE PUANnmc AREA SODDING 2 SOD VAD ETY WTHIN O4 AS HOUR FROM THE THE LANDSCAPE PUTN. 2 IAV SODESOD TO FORMA S LIDMASS TIME OF HT LY PANTE DO NOT I BUT ENDS ANDHE SIDES OF EN SO 3. UTUTHE SODTOFOGG FORMASOLID OFFSET TIGHTLY IN C NTC BUTT ENDS AND SIDES OF SOD STRIPS DO NOLLTHE OD TO GOOD CONTACT JOINTS ADJACENTCOURSES. 4. WATER HE SOD THOROUGHLY GOOD CONTACT OF THE SODS ROOTSYSTEM AFTER PLANTING ATH ESOO OBTAIN AT ATH LEAS 5. WATER OF PENETRATION OU INTOTHE AFINE BELOWTHE SOD LATELY AFTER PLANTINGT00HTAIN AT LEAST SIX INCHES of PENETRATION INTO THE SOLE eELowTHE soD. MULCH 2 DO NOT IMULCHNSTAL MULCH WITHIN TYPE AND DEPTH PER MULCH NOTE INALL PLANTING AREAS AND TREE RINGS . 2 DONOTIENOTEDULCHVNTHIN6"OLE TREE MULCH COVER RE WTHIN WITHIN FCON4"OTE WALKS AND USHALL NOT ES EXCEPT AS MAYBE ABOVE ON FINIS PIANS. MULCH ALKSA D6"OFCO MULCH WIND CURBS12OPWALLNOT SHALL BE AT LEAS THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3"LOWER THAN THE TOP OF WALL. IT CLEANUP 1. REAL DURINGLANDSCAPECPEDITION PREPARATION AND PLANTING KEEP PLLPAVEMENT CLEAN AND PLLWORKAREASINA NEAT SE ORDERLY LY OF ALL z DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. L INSPECTION AND COMPLETION CCEPTANCE 1. UPONNCOMPLEASH OFTHEWORK , THE USE ASINENDED THE OANDSC PECONTRTHE CONTRACTOR CLEAN, FREE OF DEBRIS AND TRASH AND SUITABLE FORD USE AS INTENDED. THE ACCEPTABILITY coNTRACTOR SHALL THEN REQUEST ININSPECTIONBVTHEWORK TO DOEDETERMINELYATH THE CONTRA 2 NEN THENDSCAP CONTRACTORSPECTED NTING SHALLWORKDOESNOT COMPLY THE REJECTED WORTDO THE NTSOWN THE UWDSACTION ATHIN2ORSHALL REPIACEAND/OR REPAIR THE REJECTED WORKTO THE OWNER'S SATISFACTION VNTHIN 24 HOURS. 3. THE LANDSCAPE REINSPECTED EONAER AND FOUND TO BTCOMMENCE CCEPTBLEUNTIL THATTILANDSCAPE WORKHASB EN OF REINSPECTED IL THEOWNERANDFOUNDTo AND THE MAINE.ATTHATTIMERANTEEN NOTICE of FINAL COMMENCE NCEVNLL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS VNLL OME MAIN J. LANDSCAPE CON NCE 1. THEEPLAINS FOR 90 DRACTORSHALLBERESPONSIBLE FORTH LANDSCMAINTENANCEOF BY THE O SHONM ON THESE PLAINS FOR90DAvs BEYOND FINALACCEPTANCE M ALL LANDSCAPEWORK G THEON (AS LANDSCAPEMAINTENANCE PROPER SHALL INCLUDEWEEKLY SITE RES FOR THE PLANTS HACTIONS(AS APPROPRIATE): PROPER PRUNING, REEDING TRE TREESRESETTING INSEINGOFPIASEASES THAVE EPLACE ENTO TLED MULCH RENDAERATIONOFIANMSRS TO THE TREATINGFORINSECTSANO FAULTY PARTS REPLACEMENT OF MULCH REMOVALOF LITTER REPAIRSTOTHEIRRIGATION SYSTEMDUE THE FAULTSPARTSAND/OR WONTAIN T H IRRIGANDATION THE ION SYSTEM IN PROPER WO OF ALL PLANTINGS C E LANDSCSCHEDULING GADJ S MENTS BY SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, PATH SCHEDULINGADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. 2 SHOULD CONTRACTOR HALL BE NOT BECOVE FOR WATERINBYAN G HESEATIC IRRIGATION SYSTEM ,THELANGA FULL SCAPE CONTRACTOR SH ALLBERESPONSIBLE FOR OMER cTHESE AREAS AND oeTAwwcA FULL HEALTHY STAND OF PLANTS AT No ADDITIONAL cosi To THE oWMER. 3. CONDITIONS MUST OCcEPTAvcEAT THE END OF THE MAINTENANCE PERIOD, ALLOF THE FOLLovMNc coNDTHE LANDSCAPE OCCUR a. DOR ANCY) ALL LAN SHOT MEETING , THIS CU GROWTH (WITH E REPTIONSJECTED AND FOR REPLACED SEASONAL HEALTHY u). ALL PLANTS NOT METO FINAHIS CONDITION SHALL BE REJECTED AND REPLACED BV HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b ALL FARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE c SODDED AREAS MUST BEBAREALUGROVRGE TND HAN UST TWELVE CH SQUARE IMUM NCHES HEIGHT OF 1 U2 RESOURCHES BEFES PRIORTOFIN MOVNNG. BARE ALL SODDED TURF SHALL BE NEATLY BLOCKS ES MUST BE RESOURCES PRIOR TO PLANT TGCCRANTEE ALLSODDEDTURF SHALL BE NEATEN MOWED. K wARTHELA RIOD DSCAPEICONTRATORSHAL REPLACEMENTS 1. RRIGATION SYSTEMS FOAPEco IOD OF ORS HALL FROMTHE DATE TREES SHRUBSPERENNIALS ACCEPTANCE G DAYS FOR SVSTEMSFORAPERIODOHE N TRACTORNE SHALL REPLACE ATHISOWNOF THE M P'ENSEM COTHESEISFDTIONOR ANNUALPLANTEDERMY PLANTS WHICH RN THAT REPLACE REPAIR WN PORTIONS OF TOTHESATION SYSTEM THE H OP R ATE PLANTS WHICH DIE IN THAT TIME OR REPAIR PNV PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. z AFTECONTRTHE ACTORTHALL MAINTENANCEPERIOD AND LE FOR REPLACE ENTOFTEEPERIODTHEANTDSCAPE EATH CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR HER DAMAGE OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVOF RECORD DRAWINGS OTHER OAMAGE BV HUMAN ACTIONS. L PROVIDE AMI IMUM RECORD Q) COPIESNGES THATCCURRED IN THE OWNER ELDAN D ON THAT EN WORKARECORD DRAVNNGISARECORD N ALL CHANGESTHATOCCURREDINTHE FIELDPND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRPCTOR/CONSULTPNT DRAVNNG MPRKl1P5. 0 POLLEDTOPSTEEL EDGING PER PIANS. 0 2 TAPERED STEEL STAKES. O3 MULCH TYPE AND DEPTH PER PLANS. 4@ FINISH GRADE. NOTES 1 INSTALL EDGING So THAT STAKES WLL BE ON INSIDE OF PLANTING BED. 2) FORCE OF SNGSHALL BE BURIED THAN AMINIMUF DI"BELOW FINISH GRADE. 3) TOP OF MULCH SHALLeE r'LowER THAN TOP OF EDGING. STEEL EDGING D SCALE NOT TO SCALE DISTANCE PER PLAN 10 CURB 2O MULCH LAYER 0 PLANT 4) TURF (WHERE SHONM ON PLAIN). 0EPLANTING AT PARKING AREA SCALE NOT To SCALE %1 ROOT BARRIER - PLAN VIEW r SCALE NOT To SCALE O TYPICALWALKWAY OR PAVING 2O TREETRUNK 3Q LINEAR ROOT BARRIER MATERIAL SEE PLANTING NOTES FOR TYPEAND MANUFACTURER INSTALLPER MANUFACTURER'S SPECIFICATIONS TPEECANOPY 5� TYPICAL PLANTING AREA © TYPICAL CURB AND GUTTER NOTES 1) INSTALL ROOT BARRIERS NEAR ALL NEWLY PLANTED TREES THAT PRE LOCATED WTHIN FIVE (5) FEET OF PAVING OR CURBS 2) BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENTTOHARDSCPPE. UNDERNO CIRCUMSTANCES SHALLTHE CONTRACTOR USE ROOT BARRIERS OF ATYPE THAT COMPLETELY ENCIRCLE THE POOTBALL STAKING EXAMPLES (PUW VIE.M m 1 4 5 O� PREVAILING PREVAILING vMNDs wwos A TREE PLANTING SCALE NOT TO SCALE 0 TREECANOPV 2O CINCH TIES P4 DODGE CPL. TREES AND SMALLER) OR 12 GAUGE GALVANIZED CAPE PATH NYLON TREE STRAPS AT TREE AND STAKE (36" BOX/25" CAL TREES ANDIARGER). SECURE TIES OR STRAPS TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. 24 X3/4 PVC. MARKERS OVER WIRES. O GREEN STEEL T -POSTS. EXTENDPOSTS12' MIN. INTO UNDISTURBED SOIL 5D PRESSURE TREATED WOOD DERCMAN,TWO PER TREE(MIN). BURY OUTSIDE OF PLANTING PIT AND 18" MIN INTO UNDISTURBED SOIL. 6Q TRUNKFIARE. 0 MULCH, TYPE AND DEPTH PER PIANS. DO NOT PLACEMULCHW INS"OFTRUNK 8@ FINISH GRADE. O ROOT BALL iB BACKFILL AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS 11 UNDISTURBED NATIVE SOIL 12 4" HIGH EARTHEN WATERING BASIN. 13 FINISH GRADE. NOTES 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE 2 REMOVE EXCESS SOILAPPUED ON TOP OFTHE POOTBALLTHAT COVERS THE ROOT FLARE THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE POOTBALL RESTS ON UNDISTURBED SOIL AND THE ROOT FLARE IS 2"4"ABOVE FINISH GRADE. 3. FORB&BTREES CUTOFF BOTTOM 18 OF CAPE BASKET BEFORE PLACING TREE IN HOLE CUTOFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TME ROPE AND OTHER PACKING MATERIAL. REMOVE AS MUCH BURLAP FROM AROUND POOTBALLAS IS PRACTICAL. 4. REMOVE ALL NURSERY STAKES AFTER PLANTING. 5 FORTREES36 BOXY25 CAL.ANDIARGER USETHREESTAIESOR DERCMENAS APPROPRIATE SPACED EVENLY AROUND TREE. 6. STAKING SHALL BE OOSE ENOUGH TO ALLOW SOME TRUNK FROM BENDING BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT IN VMND 1D SHRUB, PERENNIAL, ORORNAMENTALGRASS. 2D MULCH, TYPE AND DEPTH PER PIANS. PLACENO MORE THAN 1"OF MULCH WTHIN 6" COOLANT CENTER 3Q FINISH GRADE. 4O ROOT BALL. 5� BACKFILL AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. 0 UNDISTURBED NATIVE SOIL 3• HIGH EARTHEN WATERING BASUN. 8@ WEED FABRIC UNDER MULCH. 0BSHRUB AND PERENNIAL PLANTING SCALE: NTS EQUAL EDGE OF PLANTING AREA JACK CENTER (TYP ) NOTE ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT WHERE SHOWM ON PIANS AS INFORMAL GROUPINGS). REFER TO PLANT LEGEND FOR SPACING DISTANCE BETWEEN PLANTS. 1) ALERT : DETERMINE TOTAL PLANTS FORTHEAREAVMTHTHEFOLLOVMNGFORMULA TOTAL GREG, cAPEA DIVIDER =TOTAL PLANTS PLANT SPACING AREA DIVIDER PLANT SPACING AREADVIDER 6" 022 18" 195 8" 039 24" 346 10" 050 30" 541 12" 087 36" 779 15" 135 2) STEPS SUBTRACT THE ROWS) OF PLANTS THAT WOULD OCCUR AT THE EDGE OF THE PLANTED AREAWITH THE FOLLOW NG FORMULA TOTAL PERIMETER LENGTH/PLANT SPACING =TOTAL PLANT SUBTRACTION EXAMPLE : PLMTSAT18 O.C. IN 100 SF PLANTING AREA, 40 LF PERIMETER STEP 1: 100 SF/1 95=51 PLANTS STEP2: 51 PLANTS(40LF /1 95=21 PLANTS) =30 PLANTS TOTAL 0 PLANT SPACING SCALE: NTS e42v/q9 pAv�o� EVERGREEN DESIGN G R 0 U P I(T800)680-r6.630 1755 eletar D, Ste 300 Colorado Sprongs, CO 809 2 0 vrvJvJEvergeaDee vGrou cG m I R4 3 o Oo,, 02/062020 Ori 'n Da e of C` r QO h� �9JFO JE OF CoQd'$ /ANDSCAPE 06/18/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUTTHE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 1 # Date Issue Description Init. �0- LL Project No 0 DB Checked By: RM Dole: 06Q8G020 U LU c0 G 0 �l CO M LU ch CD CD 00 0 �L L LU DO 0 Cl) E ,Z Q rer Z 0 d Coe d to Q H LU OrZ Y n LU LU I cn00 �U C0 # Date Issue Description Init. Project No Dawn By DB Checked By: RM Dole: 06Q8G020 PLANTING DETAILS & SPECIFICATIONS L P-2 Sheet 9 of 12 SLEEVING / WIRING NOTES: IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, THE IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL SCH. 40 PVC SLEEVES FOR ALL CONTROLLER WIRES OCCURRING UNDER ALL ROADWAYS AND WALKWAYS. SLEEVES FOR CONTROLLER WIRES SHALL BE 2" DIA. AND CONTAIN NO MORE THAN 25 WIRES. IRRIGATION DISCLAIMER THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQUIRED TO MOVE SUCH ITEMS AT HIS OWN COST. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS. ANY QUANTITIES PROVIDED ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. AUTOMATIC DRAIN VALVES AND AIR RELIEF VALVES INSTALL AUTOMATIC DRAIN VALVES AT THE LOW POINTS OF EACH LATERAL LINE (MIN. 2 PER VALVE) AS PER DETAIL L, SHEET LI4. INSTALL AIR RELIEF VALVES ON DRIP SYSTEMS AT THE LCOATIONS SHOWN ON THE PLANS, AS AS PER DETAILS. IRRIGATION LEGEND SYMBOL MANUF. CONTROLLERS AND SENSORS MODEL NO. DESCRIPTION CRITICAL ANALYSIS RAINBIRD Generated: 2020 -OG -22 P.O.C. NUMBER: 01 ® Water Source Information: Ref. Civil FLOW AVAILABLE DETAIL B/LI2 Water Meter Size: 3/4" Flow Available: 22.5 gpm PRESSURE AVAILABLE N Static Pressure at POC (per T -FP -600A Consolidated Mutual Water Co.): 105.00 psi Elevation Change: +9' Service Line Size: NA Length of Service Line: NA Pressure Available: 1 01.1 0 psi DE51GN ANALY515 • Maximum Station Flow: 21.60 gpm Flow Available at POC: 22.50 qpm Residual Flow Available: 0.70 gpm Critical Station: 3 V� Head Pressure Keoluired: 30.00 psi Friction Loss (Laterals): 1 .34 Psi Fittings Loss (Laterals): 0.13 psi Loss through Valve: 3.39 psi Pressure Real. at Critical Station: 34.80 psi Loss for Fittings (Main Line): 0.40 psi Loss for Main Line: 4.00 psi Loss for Master Valve: 2.10 psi Loss for Backflow: 1 1.00 psi Loss for Water Meter: 7.90 psi Critical Station Pressure at POC: GO.2G psi Pressure Available: 1 01.1 0 Psi Residual Pressure Available: 40.84 psi VALVE KEY CONTROLLER STATION NUMBER GALLONS PER MINUTE 14E VALVE SIZE REMARKS/DETAIL + + + + + + + + + + .4 REC. 35262 / + + + + + + + + + \ OWNER + + + + + + + + I ' CITY OF WHEAT RIDGE ° + + + + + + + + C _W FOUND #5 REBAR � - W8- r � W WITH 1-1/2" c" / PROP. 6" PVC WM ALUMINUM CAP MJ TAMPED 'PLS 26606" ° CONTROLLER NOTE SITE BENCHMARK B / FOUNDr11 �;p,r ELEVATION: 5379.99 / ° ° � 1-1 "MAIN PROP. FIRE HYDRANT SFO LOCATE CONTROLLER AT LOCATION SHOWN ON PLAN. VERIFY LOCATION IN DI FIELD WITH OWNER'S REPRESENTATIVE. ° „a 0014 �a�°\ -� .4 y ♦ 00' �. 4110 1 120 VAC POWER TO CONTROLLER LOCATION IS NOT WITHIN THE IRRIGATION I © RAINBIRD ESP4ME3 / DETAIL A/LI2 ® RAINBIRD 4 RAIN/FREEZE SENSOR - MOUNT SENSOR ON EAVE OR PARAPET PER MANUFACTURER DETAIL B/LI2 CONTRACTOR'S SCOPE OF WORK, AND SHALL BE PROVIDED BY OTHERS. FEBCO MODEL 825YA - 1" ENCLOSURE, MODEL SBBC-22CR. DETAIL C/LI2 N NIBCO T -FP -600A BALL VALVE, BRASS, FULL -PORT, LINE SIZE DETAIL G/LI3 HOOK-UP OF CONTROLLER TO 120 VAC SHALL BE PERFORMED BY THE RAINBIRD 100-EFB-CP MASTER VALVE, 1" DETAIL XIL12 WTH 1-1/ 1 �� f3 TO EXIST. • POP UP SPRAY 10Q 10' IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR SHALL COORDINATES 30 DETAIL L/LI3 V� ALUMINUM CAP POP UP SPRAY 10H 10' 0.79 30 DETAIL L/LI3 RAINBIRD LOCATION OF WIRE SLEEVE PENETRATIONS THROUGH BUILDING WITH OWNER POP UP SPRAY REBAR 2 / FOUND #6 REBAR STAMPED "PLS 266^r' 1 DETAIL L/LI3 • 3 1806 -SAM -PRS POP UP SPRAY 12Q 12' 0.65 EXIST, TRAFFIC 51 AL AND GENERAL CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS. RETE IN CONCRETE / POP UP SPRAY 1b 12' 1.30 30 DETAIL L/LI3 0 RAINBIRD 1 Z POP UP SPRAY 12F 12' . O IDENTIFICATION 30 DETAIL L/LI3 U) PROP. 5' CON . S/W 1806 -SAM -PRS /4" 1 15Q 15' 1 z 30 DETAIL L/LI3 \ / 1806 -SAM -PRS POP UP SPRAY /4„ 15' •I n 30 . e 0 + + + + + + '2 3/4" -. -• / \ 15F 1 3.70 30 DETAIL L/LI3 &E RAINBIRD 1806 -SAM -PRS POP UP SPRAY ; + + + + + / 0.61 5 ' LANDSCAPE BU5FER \ 2 ROTORY HEADS ♦ �E j .. `j FOUND j/5 REBAR 1806 -SAM -PRS / /4' /3 .' 16' 0.32 45 0' BUILD TO ♦ ( II L.C�2017070099 R -VAN 14(H) 16' 0.63 OWWTH NER: + + + + + _F ALUM NUM 1-1/2'_ CAP / 3i 4 3/4" R -VAN 14(F) 16' 1.27 3/4 3/4" DETAIL L/LI3 Ili RAINBIRD a POP UP ROTARY SPRAY R -VAN 18(Q) C111 OF WHEAT RIDGE + + + + + / STAMPED "PLS 26606 DETAIL L/LI3 T� 4' PROP. 48 LF OF 2.5' DECORATIVE SEGMENTAL WALL PROP. 18 S WITH 6.5 RETAININ "'"- j �,._.,..,.,�„ .. ,,. R -VAN 18(H) 16' % 5 CON .°III 34" r, 45 DETAIL L/LI3 ROP. C 1806 -SAM -PRS POP UP ROTARY SPRAY AD & TtSH 16' © RAINBIRD ESP4ME3 4 -STATION CONTROLLER, INTERIOR/EXTERIOR WALL MOUNT, WITH TWO ESPSM6 MODULES DETAIL A/LI2 ® RAINBIRD WR2-RFC RAIN/FREEZE SENSOR - MOUNT SENSOR ON EAVE OR PARAPET PER MANUFACTURER DETAIL B/LI2 POINT OF CONNECTION VALVES ® --- --- 3/4" WATER METER (BY OTHERS, DESIGNATED FOR IRRIGATION) --- ANY APPROVED RAINBIRD PEB SERIES BACKFLOW PREVENTER WITH LF650A Y -STRAINER. MOUNT IN STRONGBOX INSULATED DETAIL EILI2 IV FEBCO MODEL 825YA - 1" ENCLOSURE, MODEL SBBC-22CR. DETAIL C/LI2 VALVES ® RAINBIRD XCZ-100-PRB-COM DRIP CONTROL ZONE KIT (FLOWS UP TO 20 GPM) DETAIL D/LI2 ANY APPROVED RAINBIRD PEB SERIES REMOTE CONTROL VALVE, SIZE PER PLAN DETAIL EILI2 ANY APPROVED RAINBIRD 33DLRC QUICK COUPLER, 3/4" DETAIL F/LI2 N NIBCO T -FP -600A BALL VALVE, BRASS, FULL -PORT, LINE SIZE DETAIL G/LI3 1806 -SAM -PRS RAINBIRD 100-EFB-CP MASTER VALVE, 1" DETAIL XIL12 MAIN LINE/ LATERALS & SLEEVES - m m m m m - ANYAPPROVED PRESSURIZED PVC MAIN LINE, SIGH. 40,1-1/2" DETAIL H/LI3 0.6 GPH ANY APPROVED NON -PRESSURIZED LATERAL LINE, CL. 200 PVC, SIZE AS NOTED ON PLAN DETAIL H/LI3 ANY APPROVED �IIT�/I/1T�/I/D7O7j ANY APPROVED IRRIGATION SLEEVE, SIGH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED, ONE SLEEVE PER PIPE DETAIL H/LI3 VVS ��L7������ ANY APPROVED CONTROL WRING SLEEVE, SIGH. 40 PVC, 2" DETAIL H/LI3 DRIP IRRIGATION ------ --- RAINBIRD XFS-06-18 LANDSCAPE DRIP LINE - SPACE LINES AT 18" O.C. 0.6 GPH 20 DETAILS I, J/LI3 O ANY APPROVED --- FLUSH VALVE - BALL VALVE IN VALVE BOX WITH 3' LENGTH OF TUBING DETAIL K/LI3 SPRAY HEADS NOZZLE RADIUS G.P.M. P.S.I. 0 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 8Q 8' 0.26 30 DETAIL L/LI3 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 8H 8' 0.52 30 DETAIL L/LI3 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 8F 8' 1.05 30 DETAIL L/LI3 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 10Q 10' 0.39 30 DETAIL L/LI3 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 10H 10' 0.79 30 DETAIL L/LI3 RAINBIRD 1806 -SAM -PRS POP UP SPRAY BOB 10' 1.58 30 DETAIL L/LI3 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 12Q 12' 0.65 30 DETAIL L/LI3 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 12H 12' 1.30 30 DETAIL L/LI3 0 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 12F 12' 2.60 30 DETAIL L/LI3 U) RAINBIRD 1806 -SAM -PRS POP UP SPRAY 15Q 15' 0.92 30 DETAIL L/LI3 e RAINBIRD 1806 -SAM -PRS POP UP SPRAY 15H 15' 1.85 30 DETAIL L/LI3 0 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 15F 15' 3.70 30 DETAIL L/LI3 &E RAINBIRD 1806 -SAM -PRS POP UP SPRAY 15EST 4'X15' 0.61 30 DETAIL L/LI3 ROTORY HEADS Do RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R -VAN 14(Q) 16' 0.32 45 DETAIL L/LI3 RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R -VAN 14(H) 16' 0.63 45 DETAIL L/LI3 RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R -VAN 14(F) 16' 1.27 45 DETAIL L/LI3 0 RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R -VAN 18(Q) 16' 0.50 45 DETAIL L/LI3 (� RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R -VAN 18(H) 16' 1.01 45 DETAIL L/LI3 RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R -VAN 18(F) 16' 1.85 45 DETAIL L/LI3 RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R-VAN24(Q) 20' 0.84 45 DETAIL L/LI3 0 RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R-VAN24(H) 20' 1.68 45 DETAIL L/LI3 ® RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R-VAN24(F) 20' 3.48 45 DETAIL L/LI3 BUBBLERS O RAINBIRD --- BUBBLER ON RISER-3(OS)PER TREE 1402 --- 1.50 30 DETAIL M/LI3 NOTES: 1) CONTRACTOR SHALL USE PC SCREENS ON FIXED SPRAY HEADS AS NEEDED TO ACHIEVE APPROPRIATE RADII. 2) CONTRACTOR SHALL USE VARIABLE -ARC ROTARY NOZZLES WHERE NECESSARY. PROP. STORM CURB INLET- n + + + + -/ +IF 'I "H CURBP 5' BUILDING SETBACK 8 Y m m m m i M m m r m m m'" M a + + + + +/ LANDSCAPE BUFFEF iI ; ^ 3 1/2" MAINLINE ,� ,� C _R_--_ + + + REC. OWNER: 62 + 1 qu n OWNER: 1 111: 21.1 'ILL CUB 1 10.5 0 it + + + + CITY OF WHEAT RIDGE PROP. 125 LF OF 4.3" �I J DECORATIVE SEGMENTAL WALL II L � I I IIII + + + +1 ILOT 1 I - FOUND #5 REBAR /Ij � 1 � 0. 738 AC. I I CONTROLLER - rl N11H 1-1/2" ! (42,118 8Q. ET.� SEE NOTE + + + + / ALUMINUM CAP III 1 III II STAMPED "LANE ENG" + + + - _ 0.78' SOUTH OF CORNER I- , 3/4" 1 (NOT ACCEPTED) + + + / 1 3/ PROP. 264MERGENCY PROP. 24' EMERGENCY I j " 3/4ACCESS EASEMENT I ) + + PROPERTY LINE 3/4 + / ACCESS IA$EMENT II II 1 " I I}} 1 m III + \ + / FOUND JR5 REBAR PROP. 10' UTILITY ¢MENT � 1 / rn rrl - i / I YA1H 1-1/2° I I I EA I I I I I O 3/4" + III ALUMINUM CAP ,r �' ci \ STAMPED "PLS 26606°I,rl Li''I,: II z 1 II II o - =00 op I CD +\ SII /j'il<06 o ii rOr) 00CD Lo II 7 PROP. A I I AV1NG = 00 I Q O II LL II j rl u/ o I f F -_0j \ rI/II 1 I L0 EL \ 1\ + / L II II i -U Elf -III i'iCD I "I $ it li On C) 111.1 ii3:: 1 Of liljj I L, II I I I I I I I III m 'I 1 III :OP. 750 GAL. �RAFFI RATE \ a \ 5' LANDSCAPE BUFFER j I ;I Ij SAND/OIL INTEREPT I I h \ \ III PRO . CONC. WHEELSTOP (TYP.)/il i III 13/4" .o. o. C.O. 1 3 PROP. �SIBLE� �I ACC II I I I \FOUNIN I'5 REBAR 1 PARKING SIGNI (TYP 13-4 11 \ Wl 1-1/2 1 �L fl PROF. ACCESSIBLE yYMBOL ALUMINUM CAP ° " STAMPED PL� 26606 , 1 11 I / rill \ PROP. CDOT END SECTION � -J SITE BENCHMARK #2 Pt. STORMS14F0I' _ allELEVATION: 8383.74 'Iw IS �QI-�OP. FLUSH CONC. WALKL - _ PRPARK II II C.O. r-frPROP. MAIN BLDG. ENTRY jl 1 1 II 'I PROP. PEDESTRIAN RAMP ILII 10' DRAINAGE EASEMENT �- \ \ 15 l PROP. BIKE RACK d7 n ,- /4:: 3/4" F ._ Ips.�Ij i (4 SPACES) II ILIi 1 9.0 - - - _L III j PROP. CONC. - PROP. CDOT END SECTION 1 . . � I QQ__ �` _-_ � ��� I � III / TRANSFORMER � � I \J' Ezisr. FI R oPTlc F '� I�JAD WITH CONC /LINE TO BE R o ED & L_ _OL' ' EXIR�TT. OUTLET STRUCTURE /RE OCATEO. c RD NATE j PROP. CATCH C B '{ ' v.4 I / 11 'GRATE: 5383.05 UALIT NO IDER ---- 7 - ----- -- _ L-__--_-_ I I I EXIST. POND n IIII III PR P. SPILL CURB DRAINAGE EASEMENT QC - fi> m RIPXIRAP \ PROP. STORM CURB INLET Jo O EXIST. 18° FES INV: 5380.80 x 3/4.,�C' EXIST. 12" RCP EXIST. 18" RCP ` EXIST. TYPE 13 COMBO INLET Q a 2 j J EXIST. INLET 'OPERTY LINE CRATE: 5387.91 ASEMENT 5� SE INV (12"RCP): 5383.71 FROCACS INV (CPVC): 5384.01 - EXIST. 4" PVC SAN EXIST. 4" SAN. SNB W INV (18" RCP): 5383.51 71707009 SS INV. EL 5383.75 w �..------------ �F - �(LOCATION &INVERT ARE` APPROXIMATE) i LOCATION OF EXIST. 4" PVC SAN IS APPROXIMATE POINT OF CONNECTION ^� CONNECT MAINLINE DOWNSTREAM OF 3/4" WATER METER (BY OTHERS). VERIFY LOCATION IN FIELD. AVAILABLE STATIC PRESSURE AT METER = 105 psi PER CONSOLIDATED MUTUAL WATER CO. LAKEWOOD, CO (6/22/2020) ARCH SANS J1SH 1 EXIST. BIAS STOP BENCH 1 1 � M-1 SIGN . I f 8 111:11 20.3 Op EASEMENT ?" 1019042960 1 7 1 1 1 " 10.5 I.. 1 I< 1 ..50 LF OF 3' MAX „ 1 )RATIVE SEGMENTAL WALL 1 3/ 1"62 w Q rY,_ > > al/ _ � ,::1 5 1 1' 10.5 m w 3 4" 1 El N m I: 1414.0 I w t 1 1 " RIGHT Of 1 Ii 1 I' 1 e.j 1 59' I 1; 3 1 " 21.8 3ROP. ' CNC. S/ WIC Pi 1 z 1 PROP. IRRIG. BACK FLOW 1 PREVENTER 1 PROP. BACK FLOW SI PREVENTER 1 IPROP. WATER METER EXIST. SIGN "CROSS ONLY AT CROSS WALK" W j PROP. 7 MAX HT, 150 SF - MONUMENT SIGN. 5' SETBACK PROP, FIRE HYDRANT e 4CH TO EXIST. INTEGR 7/A7NE a SET NAIL �2.. WITH 1-1/27 'PC,o I ALUMINUM DISC STAMPED "PLS 38060" 0 o w o I Ii I Ipun�aa�o ae Ci 0' 10' 20' 40' C,AA Sca e 1" = 20' �__ EVERGREEN D E S I G N G R O U P (800) 680-6630 1755 Telstar Dr., Ste 300 Colorado Springs, CAD 80920 w .EvergreenDesign(Jroup.eom G� R gRq/I/ OQ� 1 4 3 0 Oo, 14-1 02/06/2020 Origin I ate JFO F OF CONOP�`� �q/VDSCApE 10/05/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. kL 11l co co O 0 00 0 U C/) LLJ Z_ p J � L(7 W co = 00M # Date Issue Description Init. Project No: Drawn BY DB Checked By: RM Date: 06/18/2020 W_1►Nb.07_1all: aIC7C7Nff., I I N 04 U-1 Sheet 5 of 12 LJ. 0 0 0 Q W 0 m (7 Q Q U) Q W W U) U_ co co O 0 00 0 U C/) LLJ Z_ p J � L(7 W co = 00M # Date Issue Description Init. Project No: Drawn BY DB Checked By: RM Date: 06/18/2020 W_1►Nb.07_1all: aIC7C7Nff., I I N 04 U-1 Sheet 5 of 12 IRRIGATION SPECIFICATIONS GENERAL A QUALIFICATIONS OF I RRIGATI ON CONTRACTOR 1. ALL WORK SHOWN ON THESE PIANS SHALL BE PERFORMED BY A SINGLE IRRIGATION CONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS SEETHE IRRIGATION PLAN FOR SPECIFIC EQUIPMENT AND SYSTEM LAYOUT. 2 THE IRRIGATION CONTRACTOR MUST HAVE ON ITS SrAFFA LICENSED IRRIGATION INSTALLER AS REGULATED BY THE APPROPRIATE LOCAL JURISDICTION AUCENSED IRRIGATION INSTALLER SHALL BE PRESENT AT THE PROJECT SITE AT ALL TIMES AS WORK IS IN PROGRESS. THE OWNER MAY DEMAND THAT WORK STOP UNTIL THE CONTRACTOR PROVIDES FOR A LICENSED IRRIGATION INSTALLER To BE PRESENT AT THE PROJECT SITE AND SUPERVISING ALL IRRIGATION WORK 3. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAYBE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. B. SCOPEOFWORK 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS LABOR SERVICES, EQUIPMENT LICENSES TAXES FEES AND MY OTHER ITEMS THAT PRE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK SPECIFIED HEREIN AMOR SHOWN ON THE IRRIGATION PIANS NOTES AND DETAILS. 2 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE JAWS CODESAND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL STATEAND LOCAL AUTHORITIES IN SUPPLY TRANSPORTATION AND INSTALLATION OF MATERIALS INCASEOF CONFLICT BETWEEN THESE PIANS AND LOCAL AMOR STATE CODES, CODES SHALL PREVAIL 3. THE INTENT OF THE IRRIGATION SYSTEM ISTO PROVIDE 100 COVE AGEOFAL IANDSCPPE AREAS THE IRRIGATION PIAN IS GENERALLY DIAGRAMMATIC COORDINATE IRRIGATION INSTALLATION WITH UTILITY INSTALLATIONS ACTUAL OCATION OF CONTROLLER BACK LOW DEVICE PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION, AND RELATED EQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE CONDITIONS. A. FOR CLARITY PURPOSES SOME IRRIGATION LINES ANDEQUIPMENT PRE SHOWN IN HARDSCAPE AREAS WITHOUT ACCESS SLEEVES, THESE LINES SHALL BE INSTALLED IN A COMMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. MINOR FIELD ADJUSTMENTS SHALL BE MADE AT No ADDITIONAL COST To THE DINNER. PRODUCTS A ALL MATERIALS SHALL BE NEWAND WTHOUT FIAWS OR DEFECTS OF ANY TYPE AND SHALL BE THE BEST OF THEIR CIASS AND SND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OF ONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL BE OF THE BRANDS AND TYPES NOTED ON THE DRAWINGS OR AS SPECIFIED HEREIN, OURAPPROVED EQUAL THE CONTRACTOR MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER FOR AN APPROVED EQUAL BEFORE INSTALLING SUCH MATERIALS IN THE FIELD, OR THE CONTRACTOR MAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST. B. BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS. INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTION DETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. C PIPING 1. PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT -OF CONNECTION SCHEDULE aO PVC FOR ALL PIPE 1 U2 OR LESS b. CLASS 315 PVC FOR ALL PIPE 2To 2-1V 2 ScLAss200 PVC, GASKETED, FOR ALLPIPE3"AND DIRGER LEEVING AND NON PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES: CIASS200 PVC 3. FITTINGS SCH 40PVC, EXCEPT AS NOTED OTHERWISE D. VALVES AND DRIP VALVE ASSEMBLES: TVPEAND SIE AS NOTED ON PLANS. EACHVALVESHALL BEARAPREMANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBER CORRESPONDING To ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER THE OPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE PIANS. E QUICKCOUPLERS,BALL VALVES , AND GATE VALVES: TYPE AND SIZE PER PIANS. F. VALVEBOXES:TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE LOCKING BOLT DOM TYPE FURNISHED WITH UDS AND BOLTS. BOXES SHALL BE OFA SIZETO CONTAIN THE ENTIRE VALVE ARDOR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVE STATION NUMBER HEATBRANDEDINTO THE LID WITH 2' HIGH LETTERS. G. FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP- UP, WITH A REMOVABLE PIACTIC SPRAY NOZZLE EXACT TYPE MODEL AND NOZZLE SHALL BE As INDICATED ON PIANS. H INTEGRAL EMITTER DRIP TUBING TUBING MORELAND FLOW RATE AS NOTED ON PIANS, WITH INTEGRAL EMITTERS WELDED To THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF THE TUBINGASSEMBLV. I. AUTOMATIC CONTROLLER TYPE AND MODEL PER PIANS PROVIDE VANDAL PROOF ENCLOSURE FOR ALL EXTERIOR INSTALLATIONS . PROVIDE UNE VOLTAGE DISCONNECT SNITCH WITH GROUND FAULT PROTECTION. J. 24 VOLT VALVEWIRE SHALLBEA MINIMUM OF 14GAUGEU. F. APPROVED FOR DIRECT BURIAL, SINGLE CONDUCTOR IRRIGATION WIRE EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR STATION AND COMMON WIRE. 1. STATIONVIRE- ANY COLOR EXCEPTNMITE OR BLUE 2 COMMONWRE-WHITE 3. EXTRA COMMON WIRESBLUE K VIRE SPLICES SHALL BE ENCASED IN AWATERPR00F COMPOUND OR GEL ALLFIELDSPUCES SHALL BE LOCATED IN AD INCH ROUND VALVE BOX L RAN SENSOR: TYPE AND MODEL PER PIANS. METHODS A THIS DESIGN IS DIAGRAMMATIC. ALL PIPING VALVES AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PIANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PIAN THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAV BE REDUCED TO MOVE SUCH ITEMS AT HIS OWN COST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION PHASE SO PLACEMENT LOCATION IS CORRECT. B. THE IRRIGATION CONTRACTOR SHALL MEET PITH THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHER APPLICABLE PIANS&DOCUMENTS THE CONTRACTOR SHALL THOROUGHLY REVIIEWTHE PIANS AND REPORT ANY CONFLICTS OR DISCREPANCIES To THE LANDSCAPE ARCHITECT AND O MER'A REPRESENTATIVE IMMEDIATELY. C. THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALLTHE IRRIGATION SVSTEMAS SHONM ON THE DRAPINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNONM OBSTRUCTIONS, GRADES OR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT To THE ATTENTION OF THE IRRIGATION DESIGNER IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALLASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS. D. SEE UTILITY PIANS FOR IRRIGATION POINTS OF CONNECTION (UAP) AND DOMESTIC WATER SUPPLY E THE IRRIGATION CONTRACTOR SHALL PAY MY AND ALL FEES AND PERMITS ASSOCIATED PITH THE INSTALLATION OF THE IRRIGATION SYSTEM. F. AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS AT LEAST55 PSI AND LESS THAN 70 PSL IF STATIC WATER PRESSURE IS OUTSIDE OF THE STATED SUCH CIRCUMSTANCES G. THE IRRIGATION CONTRACTOR SHALLVERIFV THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SERVER, ELECTRICAL TELEPHONE GAS, CABLE TELEVISION ETC) PRIOR To THE START OB ANV WORK THE CONTRACTOR SHALL BE FAMILIAR PITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, STRUCTURES AND UTILITIES. H. COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLER AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL FIRES. I. TRENCHING NEAR EXISTING TREES 1. CONTRACTOR SHALL NOT DISTURB ROOTS 1U2 AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CPS) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS To AVOID INJURY To TREE ROOTS, TRUNKS, AND BRANCHES THE CRZ IS DEFINED ASA CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, PITH A RADIUS EQUALTO 1' FOR EVERY 1"OF TRUNK DIAMETER -AT -BREAST -HEIGHT (a5' ABOVETHE AVERAGE GRADE AT THE TRUNK. 2 ALL EXCAVATION WITHIN THE CRS SHALL BE PERFORMED USING HAND TOOLS.NOMACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WTHIN THE CPS 3. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1V AND LARGER IN DIAMETER. WHERE TREEPOOTS1-U2 AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD TUNNEL UNDERSUCHROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAVERS OF BUR IAP AND KEEP MOIST. CLOSE ALL TRENCHES WTHIN THE CANOPY DRIP LINES WTHIN 24 HOURS a. ALL SEVERED ROOTS SHALL BE HAND PRUNED PITH SHARP TOOLS AND ALLOWED To AIR -DRV. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS J. BAC) ALL 1. ALLERIALBACKFILL MATERIAL FREE RUBBJECTTOAPPROVALBVN1 OWNER.BACKFILL MATERIAL EN MAT E FREE FROM RUBBISH, ROCK LARGER THAN H LARGE STONES, BRUSH, SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPE DURING THE BAFROM N EXCAVATED ONS. MATESEPRIAL AND OUT REMOVO KS FROM AGERT AN 1 TO IN ANY DIRECTION FROM EXCAVATED MATERIAL, AND REMOVE FROM AREAS IM RECEIVE LANDSCAPING. COVER FOR OR ANDSIDED OF PIPE SHALL BEA MINIMUM OF2INCHES OF HE EVENT THAT SAND oR OTHER APPROVED MATERIAL. 2 IN THEEVENTTHATTHE MATERIAL FROM THE EXCAVATION ORTRENCHING ISFOUND ER BE UNSUITABLE FOR USE IN BACKFILL ,ITSHALL BE RA AT HE FROM THE SITE AND PROPERLY AND LEGALLY SHALL THEN N BY THE CONTRACTOR R THE CONTRACTOR'S EXPENSE THE CONTRACTOR SHALLTHEN PURCHASEAND AND FURNISH ER AP LE BACKFILL MATERIAL CONSISTING OF EARTH, LOAM, SANDY CIAV, SANG OR OTHER APPROVE -0 MATERIALS FREE oOMPRIs K BATERSOPRESAT LOCATION SHON: CONTRACTOR AS APPROVEHALL MADE D CONNECTIONS MER EXISTING WATER SOURCES ATLOCATIONSHAWNoN MA sAND ASAPPROVED BV THEU LSITEAND SHALL MADE ANY MINOR CHANGES IN LOCATION AS MAYBE NECESSARY DUE CATO ACTUAL SITE CONDITIONS AILSIN.BACKFLowPREVENTED LVE IMMHEIGHT SHALL UPSTRPER AM OF THE BACKFILOL CODES DEVICET RIGATION DETAILS. IAN ISOLA BRASS FALL VALVE IMMEDIATELY UPSTREAM OF THE BACKFLOW DEVICE O ION A LOC A I ISOLATION VALVE TO PUBLIC EXTENT POSSIBLE ND A SH BACKFLOW PREJENTER ION A LOCATION SCREENED FROM PUBLIC VIEW (SUCH AS BEHIND A SHRUB ROW). PIPING T PINE SIZE SHALLCONFORM SHALL TO THOSEPERMITTED ON THEBUT SUBS DRAITUTI NSF NOSUBSTFOR SIZES of SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS FOR LARGER SIZES MAV BE APPROVED 2. MAINLINE PIPEAALL BE INSTALLED NSHALED INSTALLED WIMCOVEMINIMUM INCHESF2A INCHES LATERALPI ALL THREADED TALI OWIIT AEFLON TAPE WH OF1 HALLB5. 3. ASSEMBLE ONLY THREADED FITTINGS WITH TEFLON TAPE WHICH SHALL BE APPLIED TO MALE THREADS oNLv. A. ALL SOLVENTWELDCONNECTIONS SHALL BE MAGE WITH APPROVED SOLVENTWELDPRIMER D GLUE 5. PIPE SHALL BEINSTALLED ERTICALWITH CLEARANMUM CE M HORIZOES THAT ROSSOVER OR NY UN OTHER PIPEANO2" VERTICALCLEPRPNCE FROM ANY PIPES THAT CROSSOVER OR UNDER. M VALVES 1. VALVES SHALL BEINSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION DETAILS 2. VALVE LOCATE BELOWTH VALVE AS NOTED SH WITTHE THE DETAILS DE LOATH CLEAN PENIN 12 TO LOCATEDBELOWTHEVALVEAs NOTED PA THEDETAILS. ESS ABOXES WITHIN12To2a" TU SIDEWALKS A O LANDSCAPE FINISHGR EDGes, PITH TOPS of Boxes 1"ABOVE FINISH GRADE IN TURF, PND 3"ABOVE FINISH ALL BE IN SHRUB AREAS PATH BEING COVERED IO MULCH). 3. NEACH UMBER eox COVER SHALL BE HEATBRANDEDVMTH THE CONTROLLER srnnoN UMBER Q. OO NOT INSTALL MORE THAN TWO VALVES IN AJUMBO BOX. N. IRI IRRIGATION AIONDETAILS EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION DETAILS 2 SUBSURFACE DRIP LINES SHALL SHALL BE LOCATED BENEAHAN 2TH MULL FINISH SERADE. 2. DRIP LINES MOUNTED ONGRADE SHALLBELOC8 OUNCENEATH MULCH ANO SECURED IN PLACE WITH WIRE STAPLEEAT AMAXIMUM OF AB" ON CENTER. o. 1 ALLOTORAV D ROTOR HEAD s. T ALLRLYMSPRAY ARKED ON THE GROUND LOCATIONS SHALL TALLSTAGED FLAGGED KLERARCADE HEAD CLEARLY INSPECTED MARKED THE APPROVED D BY THE INSTALLATION. SPRINKLER HEAD STAKING SHALL BE INSPECTED AND APPRovEO BV THE DINNERS REPRESENTATIVE BEFORE INSTALLATION. 2 ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF i INCH FLEX PVC. THE FLEX PVC SHALL BE SOLVENT WELDED To SCHEDULE 40 PVC FITTINGS PATH WELDON 795SOLVENT PND P-70PRIMER. ALL ROTORS SHALL BE CONNECTED To LATERAL LINES WITH PRE MANUFACTURED SWING JOINTS. 3. ALL ROTOR SPRAY AND BUBBLER HEADS SHALL BE SEL PERPENDICULAR AND FLUSH To FINISH GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE OF ANY BUILDINGS, WALLS, BOULDERS, AND HARDSCAPE UNLESS OTHERWISE SPECIFIED. a. ALLROTOR SPRRRY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAV ON WALKS, STREETS, WALLS, ETC P. AUTOMATIC CONTROLLER. T INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER INSTALL CONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER 2 THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 VAC ELECTRICALPOWERTo CONTROLLER AND DEDICATE ONE (1) 20 AMP BREAKER FOR EACH CONTROLLER ITSHALLBE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. 3. ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UE IN6VOLTTEST, DIRECTBURIAL. No SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERESPLCESMAV BE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MADE ALL SPLICES IN 6" ROUND VALVE BOXES WITH 3M'S DBY DIRECT BURIAL SPLICE OF THE CONTRACTOR SHALL LABEL ALLWIRES WITH WATERPROOF TAGS AND MARKERS AT ALL SPLICES AND VALVE MANIFOLDS, AND SHALLLEAVEA2a"COIL OF EXCESS WHEAT EACH CONNECTION. A. PROVIDE 1000MMONWIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES 5. CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING KIM A DBY DIRECT BURIAL SPLICE KIT" (UNLESS OTHERWISE SPECIFIED). 6. PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OF MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OF IRRIGATION CONTROLLERS. ]. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLNGALL CONTROLWIRE SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR To PAVING- SEE SLEEVING NOTES. 0. INSTALLTHE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATION WTHTHEOWNER IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THE RAIN SENSOR IS PLACED INA LOCATION WHERE IT CAN RECEIVE ADEQUATE RAINFALL WITHOUT OBSTRUCTIONS. IF IT IS PLACED INAN INADEQUATE LOCATION, THE IRRIGATION CONTRACTOR MAYBE REQUIRED TO RELOCATE PAT NO ADDITIONAL COST TO THE OWNER R ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALLBE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. S. QUALITY CONTROL 1. PERFORM COVERAGE TESTS AFTER IRRIGATION SYSTEM IS COMPLETED BUTPRIORTOANV PIANTING AND PERFORM TESTING IN THE PRESENCE OF THE IRRIGATION DESIGNER AND THE CONSTRUCTION MANAGER 2 TEST SYSTEM TOASSURETHAT ALL LAWN AND PLANTING AREAS ARE WATERED COMPLETELY AND UNIFORMLY. 3. MADE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE INCLUDING REALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES. U CLEANUP 1. DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALLPAVEMENT CLEAN AND ALL WORKAREAS IN A NEAT, ORDERLY CONDITION. 2 DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. V INSPECTION AND ACCEPTANCE 1. UPON COMPLETION OF THE WORK THE IRRIGATION CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE IRRIGATION CONTRACTOR SHALLTHEN REQUEST AN INSPECTION BY THE OWNER To DETERMINE FINAL ACCEPTABILITY. 2 WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL REPLACE ANDOR REPAIR THE REJECTED WORK TO THE DINNER'S SATISFACTION WTHIN 24 HOURS 3. THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN REINSPECTED BY THE DINNER AND FOUND To BE ACCEPTABLE AT THAT TIME A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE DINNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE a. CONTROLLERCHARL THE IRRIGATION CONTRACTOR SHALL PROVIDE All X17 COLOR- CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THE CONTROLLER'SCOVER THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE AREAS COVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE. 5. TURN THE FOLLOWING ITEMS INTO THE OWNER UPON COMPLETION OF THE INSTALLATION. QUICK COUPLER DAYS Q) b. CONTROLLER MANUAL (i) CONTROLLER KEYS (2) d AMINIMUM OF Q) COPIES OF RECORD DRAWINGS A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS W REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCE AND START OF THE MAINTENANCE PERIOD. X WARRANTY T THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR AND MATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE OF FINALACCEWANCE DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR ANY SETTLEMENT OF THE IRRIGATION TRENCHES. 2 BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHER NONOPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY THE DINNER SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. REPLACEMENTS SHALL 6E OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND, AND SHALL BE INSTALLED AS ORIGINALLY SPECIFIED. 3. IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AMOR THE OWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY. V. SHOULD THE PERMITTING JURISDICTION REQUIRE AN IRRIGATION AUDIT, THE IRRIGATION CONTRACTOR SHALL RETAIN THE SERVICES OF ATHIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR, AT No ADDITIONAL COST To THE DINNER 1O 30 INCH LINEAR LENGTH OF WIRE COILED 2� WATERPROOF CONNECTION (ANVAPPROVED) 3D REMOTE CONTROL VALVE ASSEMBLY 4O JUMBO PIASTIC VALVE BOX BY CARSON (OR EQUAL) TOP OF MULCH FINISHED GRADE"BELOW TOP OF BOX IN TURF AREAS, 2" IN SHRUBAREAS REMOTE CONTROL VALVE E SCALE NTS 0FQUICK COUPLER SCALE NTS 0 30INCHLINEAR LENGTH OF WIRE COILED Q2 WATERPROOF CONNECTION (ANY APPROVED) 30 REMOTE CONTROL VALVE �4 JUMBO PLASTIC VALVE BOX BY CARSON (OR EQUAL) �5 TOP OFMULCH O FINISHEDGRADE1 BELOWTOPof BOXIN TURF AREPS2" IN SHRUB AREAS ]� PVC SCH 80 NIPPLE (CLOSE) �8 PVC SCH 40ELL 9O PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK(10F A) 11 PVC MAINLINE PIPE 1z SCH aO PVC ELL 13 PVC SCH AC TEE OR ELL 1A PVC SCH AC MALE ADAPTER 15 PVC LATERAL PIPE 16 3 INCH MINIMUM DEPTH OF SINCH WASHED GRAVEL 0 TOP OF MULCH O FINISHEDGRADE1 BELOWTOPof BOX INTURF AREAS, 2" INSHRUB AREAS Q QUICK COUPLNG VALVE (q 10" ROUND PIACTIC VALVE BOX BY CARSON (OR EQUAL) 6" LONG BRASS NIPPLE 3IINCH MINIMUM DEPTH OF 314 wCH WASHED GRAVEL BRASS NIPPLE (LENGTH AS REQUIRED) (8 BRICK(10F 2) 9� PVC SCH AC STREET ELL 10 PVC SCH AC TEE OR ELL 11 PVC MAINLINE PIPE 1z PVC SCH 40ELL 13 2. 2• REDWOOD STAKE PITH STAINLESS STEEL GEAR CLAIMS OR EQUIVALENT SUPPORT SYSTEM 1D CONTROLLER PER LEGEND 2� U2 ELECTRICAL CONDUIT BETWEEN CONTROLLER AND ELECT. BOX CLAMP TO WALL 3Q SENSOR MONITOR PANEL OR RECEIVER (WHERE OCCURS) q0 WALL(WHERE OCCURS 5� 120 VOLT SERVICE IN WATERPROOF JUNCTION BOX WITH DISCONNECT SNITCH INSTALL INSIDE STAINLESS ENCLOSURE 6� GCIAMPS(TYR CONDUITS) FOR 24 VOLT CONTROL WIRES. CLAMP TO WALL USE CONDUIT FOR 02a STATIONS. USE CONDUITS FOR 25 -08 STATIONS SENSOR CABLES INCONDUITS NvHE EOCCURs GROUNDING PER MANUFACTURER 10 FINISH FLOOR SURFACE NOTES 1) MOUNT CONTROLLER AND CABINET PER MANUFACTURER'S DIRECTIONS. 2) 120 VA C POWER PROVIDED BY OTHERS. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION AT CONTROLLER CONNECT TO ELECTRICAL SUPPLY PER NATIONAL ELECTRIC CODE AND LOCAL CODE. 3 LOCATE GROUND ROD B'MIN. FROM CONTROLLER. VERIFY LOCATION OF GROUND ROD CONTROLLER AND SOURCE OF ELECTRICITY WITH MANUFACTURER'S REPRESENTATIVE AND OWNER AS APRT OF PRE CONSTRUCTION MEETING. CONTROLLER -WALL MOUNT, INDOOR A SCALE NTS R SAVE O AUTOMATIC RAIN SENSOR - INSTALL PER MANUFACTURER'S INSTRUCTIONS 01 RAIN SENSOR, ROOF MOUNT B SCALE: NTS 0CBACKFLOW PREVENTER SCALE NTS 0 To POINT of CONNECTION - ADAPTASNECESSARY. ALL WORK SHALL CONFORM TO ALL APPLCABLECODES 2� BRASS WYE STRAINER WEB MESH SCREEN ENCLOSURE PER IRRIGATION LEGEND 0 BACKFLOWPREdENTER UNIT BRASS UNION (TYPICAL) BRASS NIPPLES (TYPICAL) A"CONCRETEPAD SLOPETO GRAN AWAY FROM BACKFLow PREVENTER FINISH GRADE 2"BELOWPAD BRASSCOUPLING 10 PVCADAPTERAND MAINLINEPIPE 11 12"X12X24"THRUST BLOCK sawG<RaBs �V 0 c 4jay9 p1v5� EVERGREEN DESIGN GROUP 0I. 800)68 0 -6.630 1755TelAwDr, Ste 300 Colorado S riv s CO 009 2 wEva reaDea vGrov co m I R4 3 o Oo, O Qi 02(06 2020 Origi eI a f (� .fna �e F5 ��JFO JE OF COLO /ANDSCAPE 10/05/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUTTHE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 1 /f 9 PVC UNION (2) PVC SCH AC MALE ADAPTER P) 9� PVC LATERAL PIPE Project No: /1 O '600 0 apSP�,yT 2 10 BRICK(10F A) Checked By: RM Date: 00 00� CSF GO U 11 3 -INCH MINIMUM DEPTH OF LU 314 wcH wnsHEO GRAVEL PVC MAINLINE PIPE F- 12 0 13 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 15 14 13 12 11 10 1A SCH. AC PVC ELL 15 SCH. QC PVC TEE OR ELL 16 SCH. AC PVC THREADED ELL CONTROL ZONE KIT F -- -C0 ODDRIP SCALE. NTS REMOTE CONTROL VALVE E SCALE NTS 0FQUICK COUPLER SCALE NTS 0 30INCHLINEAR LENGTH OF WIRE COILED Q2 WATERPROOF CONNECTION (ANY APPROVED) 30 REMOTE CONTROL VALVE �4 JUMBO PLASTIC VALVE BOX BY CARSON (OR EQUAL) �5 TOP OFMULCH O FINISHEDGRADE1 BELOWTOPof BOXIN TURF AREPS2" IN SHRUB AREAS ]� PVC SCH 80 NIPPLE (CLOSE) �8 PVC SCH 40ELL 9O PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK(10F A) 11 PVC MAINLINE PIPE 1z SCH aO PVC ELL 13 PVC SCH AC TEE OR ELL 1A PVC SCH AC MALE ADAPTER 15 PVC LATERAL PIPE 16 3 INCH MINIMUM DEPTH OF SINCH WASHED GRAVEL 0 TOP OF MULCH O FINISHEDGRADE1 BELOWTOPof BOX INTURF AREAS, 2" INSHRUB AREAS Q QUICK COUPLNG VALVE (q 10" ROUND PIACTIC VALVE BOX BY CARSON (OR EQUAL) 6" LONG BRASS NIPPLE 3IINCH MINIMUM DEPTH OF 314 wCH WASHED GRAVEL BRASS NIPPLE (LENGTH AS REQUIRED) (8 BRICK(10F 2) 9� PVC SCH AC STREET ELL 10 PVC SCH AC TEE OR ELL 11 PVC MAINLINE PIPE 1z PVC SCH 40ELL 13 2. 2• REDWOOD STAKE PITH STAINLESS STEEL GEAR CLAIMS OR EQUIVALENT SUPPORT SYSTEM 1D CONTROLLER PER LEGEND 2� U2 ELECTRICAL CONDUIT BETWEEN CONTROLLER AND ELECT. BOX CLAMP TO WALL 3Q SENSOR MONITOR PANEL OR RECEIVER (WHERE OCCURS) q0 WALL(WHERE OCCURS 5� 120 VOLT SERVICE IN WATERPROOF JUNCTION BOX WITH DISCONNECT SNITCH INSTALL INSIDE STAINLESS ENCLOSURE 6� GCIAMPS(TYR CONDUITS) FOR 24 VOLT CONTROL WIRES. CLAMP TO WALL USE CONDUIT FOR 02a STATIONS. USE CONDUITS FOR 25 -08 STATIONS SENSOR CABLES INCONDUITS NvHE EOCCURs GROUNDING PER MANUFACTURER 10 FINISH FLOOR SURFACE NOTES 1) MOUNT CONTROLLER AND CABINET PER MANUFACTURER'S DIRECTIONS. 2) 120 VA C POWER PROVIDED BY OTHERS. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION AT CONTROLLER CONNECT TO ELECTRICAL SUPPLY PER NATIONAL ELECTRIC CODE AND LOCAL CODE. 3 LOCATE GROUND ROD B'MIN. FROM CONTROLLER. VERIFY LOCATION OF GROUND ROD CONTROLLER AND SOURCE OF ELECTRICITY WITH MANUFACTURER'S REPRESENTATIVE AND OWNER AS APRT OF PRE CONSTRUCTION MEETING. CONTROLLER -WALL MOUNT, INDOOR A SCALE NTS R SAVE O AUTOMATIC RAIN SENSOR - INSTALL PER MANUFACTURER'S INSTRUCTIONS 01 RAIN SENSOR, ROOF MOUNT B SCALE: NTS 0CBACKFLOW PREVENTER SCALE NTS 0 To POINT of CONNECTION - ADAPTASNECESSARY. ALL WORK SHALL CONFORM TO ALL APPLCABLECODES 2� BRASS WYE STRAINER WEB MESH SCREEN ENCLOSURE PER IRRIGATION LEGEND 0 BACKFLOWPREdENTER UNIT BRASS UNION (TYPICAL) BRASS NIPPLES (TYPICAL) A"CONCRETEPAD SLOPETO GRAN AWAY FROM BACKFLow PREVENTER FINISH GRADE 2"BELOWPAD BRASSCOUPLING 10 PVCADAPTERAND MAINLINEPIPE 11 12"X12X24"THRUST BLOCK sawG<RaBs �V 0 c 4jay9 p1v5� EVERGREEN DESIGN GROUP 0I. 800)68 0 -6.630 1755TelAwDr, Ste 300 Colorado S riv s CO 009 2 wEva reaDea vGrov co m I R4 3 o Oo, O Qi 02(06 2020 Origi eI a f (� .fna �e F5 ��JFO JE OF COLO /ANDSCAPE 10/05/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUTTHE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 1 # Date Issue Description IND �d LL Project No: 0 IB Checked By: RM Date: 06Q8G020 U LU F- 0 0 F -- -C0 00 M LU O CD F- 00 DO 0 O W L ,Z�( Q Z 0 d to QLLJ LU Y< En LU co cn00 L.L.0 C0 # Date Issue Description IND Project No: Dawn By IB Checked By: RM Date: 06Q8G020 LANDSCAPE IRRIGATION DETAILS & SPECIFICATIONS Lk2 Sheet 6 of 12 BUBBLER M SCALE NTS TO IRRIGATION SYSTEM BUBBLER PER LEGEND -3PER TREE 0 MULCH 3Q FINISH GRADECLOP OF MULCH 4� UV RADIATION RESISTANT UPINCHWC SCH BC NIPPLE (LENGTH AS REQUIRED) 5O UPINCHFEMALE NPT 0490 -INCH BARB ELBOW 6D SVNNG PIPE I2- INCH LENGTH PVC LATERAL PIPE 8� UP INCH MALE NPT 4901NCH BARB ELBOW 9D SCH aO TEE OR ELL 0 EDGE OF POOTBALL 11 WC LATERAL LINE 3/4 WC LATERAL LINE To VALVE 1 10 11 BUBBLERLAYOUT PLAN VIEW Q CITY MAINLINE O2 TAP 3Q SERVICE LINE O WATER METER O5 ISOLATION VALVE (PER PLAN) 06 MANUAL GRAN VALVE (BALL VALVE) 0 BLOW OFF VALVE(BOV) Q BACKFLOW DEXICE(WHERE SIT OWN) WNTERIZATION PROCEDURE 0XWATER TAP DIAGRAM SCALE NTS SUBSURFACE DRIPLINE CONNECTION J SCALE NOT TO SCALE FLUSH VALVE K SCALE NTS 1D TOP OFMULCH Q2 FINISH GRADE 3� DRIP UNE PER PLAN O4 INSERT TEE OR ELBOW SCH. 80 PVC NIPPLE NNE SIZE) © SCH. 40 wC TEE (SST) 0 SCH. aO WC SUPPLY HEADER (SIZE PER PIAN) 10" ROUND PLASTIC VALVE BOX WTH LOCKABLEUD, CARBONOR APPROVED EQUAL FINISH GRADE -TOP of VALVE BOX To 20 DEC ABOVE FINISH GRADE IN PLANTER AREAS 0 DRIP EXHAUST HEADER O BALLVALVE, LINE SIZE 3' COILED LENGTH OF LINE 5O SIZE FLEX HOSE. SOLVENT WELD To VALVE 6Q RED BRICKTYPICAL 3 REQUIRED O 6" DEEP LAYER OF PEA GRAVEL G0BRASSBALL VALVE SCALE: NTS TRENCHING 0 FINISHGRADEATI"BELOW TOP of BOX IN TURF AREAS. 2' BELOW TOP of BOX IN SIT RUBTGROUNBC OVER AREAS 9"ROUNDVALVEBOX WTH LOCKABLE LID 3D EXTENSION SECTION AS NECESSARY To MEET GRADE O PVC MALE ADAPTER 0 3IINCH MINIMUM DEPTH OF swCH WASHED GRAVEL © BRASS BALL VALVE (SIZED PER MAINLINE) O IRRIGATION MAINLINE 0 PAVEMENT SURFACE (2 FINISH GRADE 3D TRENCH BACKFILL @4 LOCATOR CARE WiBURIED CAUTION TAPE Q5 PVC IRRIGATION LATERAL © SAND BACKFILL 0 SCH. aO WC LATERAL SLEEVE- SEE PIANS FOR SIZE @8 SCH. aO PVC WIRE SLEEVE FOR CONTROL CARES, MIN .2'DIA 9O SCH. AC PVC MAINLINE SLEEVE- SEEPLANSFORSIZE 10 PVC IRRIGATION MAINLINE 11 CONTROLWIRES- TAPETO MAINLINE AT IO' INTERVALS 12 PVC CAP, SOLVENT WELDED SLEEVING 0HPIPE AND SLEEVE INSTALLATION SCALE NTS 1. TURN OFF EITHER THE METER AND ISOLATION VALVE (DEDICATED IRRIGATION METER) OR 0 ISOLATION VALVE (DOMESTIC TAP). ESTIC 2. OPEN ONE CONTROLVALVE TO RELIEVE ITEM PRESSURE DB 3. SLOWLY OPEN MANUAL GRAN VALVE. Dale: a. REPEAT PROCEDURE FOR ALL MANUALDRAIN VALVES ALONG IRRIGATION MAINLINE 5. CLOSE MANUAL DRAIN VALVESAND BLOWOUT FLUSH VALVE REMAINING WATER FROM THE BLOWOUT VALVE. /ATER SLOWLY INCREASE AIR PRESSURE, NOTTO EXCEED 80 PSI. DO NOT BLOWOUT SYSTEM FROMBACKFLOW BLOWOUT SYSTEM TWICE BUT NOT TO EXCEED AT MORE THAN 2 MIN. INTERVALS. 0XWATER TAP DIAGRAM SCALE NTS SUBSURFACE DRIPLINE CONNECTION J SCALE NOT TO SCALE FLUSH VALVE K SCALE NTS 1D TOP OFMULCH Q2 FINISH GRADE 3� DRIP UNE PER PLAN O4 INSERT TEE OR ELBOW SCH. 80 PVC NIPPLE NNE SIZE) © SCH. 40 wC TEE (SST) 0 SCH. aO WC SUPPLY HEADER (SIZE PER PIAN) 10" ROUND PLASTIC VALVE BOX WTH LOCKABLEUD, CARBONOR APPROVED EQUAL FINISH GRADE -TOP of VALVE BOX To 20 DEC ABOVE FINISH GRADE IN PLANTER AREAS 0 DRIP EXHAUST HEADER O BALLVALVE, LINE SIZE 3' COILED LENGTH OF LINE 5O SIZE FLEX HOSE. SOLVENT WELD To VALVE 6Q RED BRICKTYPICAL 3 REQUIRED O 6" DEEP LAYER OF PEA GRAVEL G0BRASSBALL VALVE SCALE: NTS TRENCHING 0 FINISHGRADEATI"BELOW TOP of BOX IN TURF AREAS. 2' BELOW TOP of BOX IN SIT RUBTGROUNBC OVER AREAS 9"ROUNDVALVEBOX WTH LOCKABLE LID 3D EXTENSION SECTION AS NECESSARY To MEET GRADE O PVC MALE ADAPTER 0 3IINCH MINIMUM DEPTH OF swCH WASHED GRAVEL © BRASS BALL VALVE (SIZED PER MAINLINE) O IRRIGATION MAINLINE 0 PAVEMENT SURFACE (2 FINISH GRADE 3D TRENCH BACKFILL @4 LOCATOR CARE WiBURIED CAUTION TAPE Q5 PVC IRRIGATION LATERAL © SAND BACKFILL 0 SCH. aO WC LATERAL SLEEVE- SEE PIANS FOR SIZE @8 SCH. aO PVC WIRE SLEEVE FOR CONTROL CARES, MIN .2'DIA 9O SCH. AC PVC MAINLINE SLEEVE- SEEPLANSFORSIZE 10 PVC IRRIGATION MAINLINE 11 CONTROLWIRES- TAPETO MAINLINE AT IO' INTERVALS 12 PVC CAP, SOLVENT WELDED SLEEVING 0HPIPE AND SLEEVE INSTALLATION SCALE NTS EVERGREEN DESIGN GROUP 1755 Teletar Dr, Ste 300 do George, OR S0920 v✓vaEv CaWeenDeag m P com R4 3 o Oo,, 02/0622020 Ori g iPjaI at f ciija sf El o F OF Coro /ANDSCAPE 06/18/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUTTHE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 1 FINISH GRADE d 1 1 �1 1 �1 O DB Checked By: RM Dale: PIPE TRENCH U _— FINISH GRADE 1 2 FLUSH VALVE LATERAL NE PIPE H— O POP UP SPRAY HEAD SCH PVC EXHAUST HEADER a 1 0 AUTOMATIC DRAIN VALVE SCH. BC PVC NIPPLE 5 F-- .40 SCH. aO PVC TEE OR ELL1 (LENGTH AS REQUIRED) 3 00 5 2 NOTE 2 (4 SCH. 40 PVC ELL LU ch �4 COMPRESSION ADAPTER RELOCATED AT POINTS OF 3 AT Low LINES VALVE CD CD Q6 SCH. aO PVC STREET ELL 00 �5 DRIP LINE END END DRAN ST HE i2' 12 UPSTREAM FROM LAST HEAD. UPSTREAM © SCH. AO PVC TEE OR ELL DO //�� V © AIR RELIEF VALVE AT HIGH POINT OF SYSTEM (NMEN INDICATED ON PLANS) zQ z o Q O PVC LATERAL PIPE 4 ] O SCH. aO PVC SUPPLY HEADER d to QLLJ DEPTH DEPTHP LU Y< En _ III4 = cnL.L.0 5 6 CONTROLVALVE 4 TREE ROOT FALL (WHERE OCCURS IN DRIP AREA? iD 16 EMITTERSPS OR 9 EQUALRDPcm EQUAL DIFFUSERCAPS Wd To DOD GAP BELOW IN INSERTED IN DRw LINE AND HORIZONTAL GENERALLY SPACED EVENLYAROUND TREE NEAR EDGES OF ROOT BALL (WHERE OCCURS) 12 CIA GRAVEL FILL GRAVELUMP 5 6 5 7 T B NOTE SETDRIPLINES3"-6"AWAY FROM HARDSCAPE Moso 1p� J} S'P AUTOMATIC DRAIN VALVE POP-UP SPRAY HEAD SUBSURFACE DRIP LINE LAYOUT Y L SCALE NOT I U bCALE SCALE NTS SCALE NOT TO SCALE EVERGREEN DESIGN GROUP 1755 Teletar Dr, Ste 300 do George, OR S0920 v✓vaEv CaWeenDeag m P com R4 3 o Oo,, 02/0622020 Ori g iPjaI at f ciija sf El o F OF Coro /ANDSCAPE 06/18/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUTTHE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 1 # Date Issue Description IND d nroieC No O DB Checked By: RM Dale: 06/18/20220 U LU H— O O F-- Q 00 M LU ch CD CD H 00 DO //�� V (n E zQ z o Q Coe d to QLLJ LU Y< En _ co00 = cnL.L.0 C0 # Date Issue Description IND nroieC No Drawn By DB Checked By: RM Dale: 06/18/20220 LANDSCAPE IRRIGATION DETAILS Lk3 Sheet 7 of 12 LIST OF DRAWINGS FOR ALL BIDDING/CONSTRUCTION REVIEW PERMIT REV. 1 REV. 2 REV. 3 ABBREVIATIONS QUESTIONS CONTACT THE SHT # SHEET NAME 9/18/20 10/28/20 DATE DATE DATE OWNER. A-0 Cover Sheet O O H. B. HOSE BIBB A-1 Site Details O O ICONArchitects F° FAHRENHEIT H. C. HANDICAPPED SAN. SANITARY DO NOT CONTACT THE ARCHITECT A -2A Floor Plan O O 1 no o r p o rata d � DIAMETER HDR. HEADER S. C. SOLID CORE OR ENGINEERS. A-213Enlarged Plans O O & AND HDW. HARDWARE SCHED. SCHEDULE 703 San Ysidro Trail @ AT SECT. SECTION A-2.1 Finish Floor Plan and Schedules O O Mansfield, Texas 76063 # POUND OR NUMBER HT. H.M. HEIGHT HOLLOW METAL S. F. STORE FRONT ARCHITECT A-2.2 Equipment Plan O O Phn:817.946.7503 icon-arch@outlook.com CENTER LINE ACCESSIBLE HORIZ. HP. HORIZONTAL HIGH POINT SHT. SHTG. SIM. SHEET SHEATHING SIMILAR ChristianBru�� Icon Architects, Inc. A-3 Roof Plan Reflected CeilingPlan A-4 Exterior Elevations O O O O ACCES. HTG. HEATING 703 San Ysidro Trail A-5 Enlarged Elevations O O A/C AIR CONDITIONING SPEC. SPECIFICATION A.F.F. ALUM. ABOVE FINISH FLOOR ALUMINUM HDWD. HVAC HARDWOOD HEATING, VENTILATION, SQ. S.S. SQUARE STAINLESS STEEL A t t Mansfield, TX 76063 Ph: 817-946-7503 A-5.1 Enlarged Elevations A-6 Wall Sections O O O O 9) &AIR CONDITIONING u I Project Coordinator: Dana King APPROX. APPROXIMATE ST. STREET A-6.1 Wall Sections O O N ARCH. ARCHITECTURAL HW. HOT WATER STD. STANDARD Cell: 979-255-6927 � � HWH. HOT WATER HEATER STL. STEEL A-7 BuildingSections O O 0 BD. BOARD STOR. STORAGE MEP ENGINEER A-7.1 BuildingSections O O Q BLDG. BUILDING 1. D. INSIDE DIAMETER STRUCT. STRUCTURAL OWNER/DEVELOPER OWNER DE A-7.2 Building Sections O O � BILK. BLOCK IN. INSUL. INCH INSULATION SUSP SUSPENDED Case Engineering A-8 Millwork Details O O 6 BLKG. BLOCKING SYM SYMMETRICAL Christian Brothers Automotive Corporation 796 Merus Court A-8.1 Millwork Details O O s; BM. BEAM INT. INTERIOR SYS. SYSTEM 17725 Katy Freeway, Suite 200 St. Louis, MO 63026 p • � +> ® BOT. BOTTOM SW. SWITCH Houston, TX 77094 Ph: 636-349-1600 Fax: 636-349-1730 A-9 Head, Jamb and Sill Details O O 00C) BTWN. BETWEEN JAN. JANITOR SWGR. SWITCH GEAR Ph: 936-439-3303 Fax: 281-870-1200 Contact: Mark Ippoliti, P.E., LEED AP A-10 Interior Elevations O O O BTU BRITISH THERMAL UNIT J.B. JUNCTION BOX Contact: Chance Hino osa Email: mippoliti@caseengineeringinc.com S-1 General Notes O O B.U.R. BUILT UP ROOF STT JOIST JOINT T. B. TACKBOARD Email: chance.hinojosa@cbac.com S-2 General Notes O O TEL. TELEPHONE STRUCTURAL ENGINEER S-3 Schedules O O Q CAB. CABINET KV KILOVOLT T&G TONGUE AND GROOVE S-4 Typical Details O O CATV CABLE TELEVISION KVA KILO VOLT-AMPERE THK. THICK Engineering Case En S-5 Wood Shearwalls & T Details O O ^d - O C. B. CIRCUIT BREAKER KW KILOWATT T.O.B. TOP OF BEAM 796 Merus Court CEM. CEMENT T.O.C. TOP OF CURB St. Louis, MO 63026 S-6 Foundation Plan & Sections O O CERAMIC LAM. LAMINATED T.O.P. TOP OF PAVING Signage Graphics Ph: 636-349-1600 Fax: 636-349-1730 S-7 Foundation Details O O Q)CER. ® ;-1 C. 1. CAST IRON LAV. LAVATORY T.O.R. TOP OF ROOF Contact: Cynthia Murphy Contact: Kyle Linenfelser, P.E. S-8 Roof Framing Plan & Details O O I= � C. J. CONTROL JOINT LBS. POUNDS T.O.W. TOP OF WALL Email: cynthia.murphy@cbac.com Email: kLinenfelser@caseengineeringinc.com S-9 Framing Details O O � CLG. CEILING L. F. LINEAR FEET TYP. TYPICAL bC CLO. CLOSET LG. LONG TV TELEVISION S-10 Framing & Elevation at Entrance O O ®� CLR. CLEAR LTG. LIGHTING M1.01 Mechanical Schedules O O r, C.M.U. CONCRETE MASONRY UNIT LV. LOW VOLTAGE U.N.O. UNLESS NOTED OTHERWISELOCATION MAP M2.01 Mechanical Floor Plan O O A, C. 0. CLEAR OPENING UR. URINAL M2.0Natural Gas Floor Plan O O C/0 CLEAN OUT MAX. MAXIMUM UL UNDERWRITER'S LL M3.011 Mechanical Details O O x COL. COLUMN M. B. MACHINE BOLT LABORATORY e z 45 CONC. CONCRETE MDP MAIN DISTRIBUTION PANEL V.W.C. VINYL WALL COVERING w44thAw 2 Lul �,' Ath M4.01 Mechanical Specifications O O CONN. CONNECTION MECH. MECHANICAL VERT. VERTICAL _ - EO.01 Legends & Schedules O O CONSTR. CONSTRUCTION MED. MEDIUM V.T.R. VENT THROUGH ROOF N N 8 W43rdAveN E1.01 Electrical Lighting Plan O O CONT. CONTINUOUS MTL. METAL V. P. VENT PIPE - ; a E1.02 Electrical Power Plan O O v� C. Y. CUBIC YARD MFR. MANUFACTURER V.C.T. VINYL COMPOSITION TILE E1.03 Mechanical Power Plan O O s•. o C. W. COLD WATER M.H. MANHOLE MGR. MANAGER W/ WITH E2.01 Electrical Interior Elevations O Od DBL. DOUBLE MFG. MANUFACTURING W. C. WATER CLOSET W4tstpi W41>tMe E3.01 Electrical Bldg Sections O O 0. DEPT. DEPARTMENT MIN. MINIMUM WD. WOODtz w4,n Ave E5.01 Elec. Site, Det. & Sched. O O �o pq o DET. DETAIL MISC. MISCELLANEOUS W. H. WATER HEATER _ � � SITE ons E7.01 Electrical Specifications ecricaecica O O 0 D. F. DRINKING FOUNTAIN M.O. MASONRY OPENING W/0 WITHOUT - Y g N 9 ° Z m E7.02 Electrical Specifications O O s~ b cd m DIA. DIAMETER MTD. MOUNTED W. P. WEATHERPROOF Yw39hA,e 1.€ DIM. DIMENSION MUL. MULLION W. R. WATER RESISTANT W38:hP1 W30P1 P1.01 Plumbin Schedules O OEL DN. DOWN W.W.F. WELD WIRE FABRIC w3athAre '"° " waem°° P2.01 Plumbin Site Plan O O �x DP. DISTRIBUTION PANEL N.I.C. NOT IN CONTRACT WT. WEIGHT r BROOKSIDE ,,, _ P3.01 Plumbing Floor Plan O O DR. DOOR N0. NUMBER W. S. WATER STOP - 7 W37thAve P3.02 Natural Gas and Compressed Air O O DS. DOWN SPOUT NOV. NOMINAL W 36th Me P4.01 Plumbin Riser Diagrams O O DWG. DRAWING N.T.S. NOT TO SCALE XFMR TRANSFORMER W35thPIN a P5.01 Plumbing Details O 1 O 0F C04o W35th Ave 9 W35th Ave " EA. EACH 0. A. OVER ALL P6.01 Plumbing Specification O O Q 90 E. 1. F. S. EXTERIOR INSULATION AND 0. C. ON CENTERP6.02 Plumbing Specification O O co~ O JOHN A. FINISHING SYSTEM EXPANSION JOINT 0. D. OFF. OUTSIDE DIAMETER OFFICE MATERIAL SYMBOLS: PLAN LEGEND CODE SYNOPSIS GENERAL NOTES BRUTSCHE' E. J. 3063 ELEC. ELECTRICAL OPNG. OPENING �� ELEV. ELEVATION OPP. OPPOSITE CODE: INTERNATIONAL BUILDING CODE 2018 1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, INVESTIGATE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS �s EN. ENCLOSURE OPS. OPERATIONS !G[lesss//GLLG FACE BRICK E.I.F.S. EXISTING TO (PRIOR TO BIDDING THE PROJECT. ADDITIONAL COSTS WILL NOT BE AWARDED FOR EXISTING CONDITIONS WHICH ARE VISIBLE EM. EMERGENCY OVHD. OVERHEAD DOOR IN SECTION BE REMOVED INTERNATIONAL PLUMBING CODE 2018 AND/OR CAN BE REASONABLY ANTICIPATED.) / l0�2B�20 EP. ELECTRICAL PANEL CONCRETE NEW PARTITION INTERNATIONAL GAS CODE 2018 2. THE G.C. IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, SITE GRADES, ETC. PRIOR TO CONSTRUCTION. NOTIFY THE Date EQ. EQUAL PCF POUNDS PER CUBIC FOOT MASONRY UNIT BATT INSULATION NATIONAL ELECTRIC CODE 2020 ARCHITECT ON ANY DISCREPANCIES THAT COULD AFFECT THE DESIGN AND COMPLETION OF THE PROJECT. BUILDING LAYOUT EQUIP. EQUIPMENT P.C.P. PRE CAST CONCRETE PANEL EXISTING WALL TO BE VERIFIED BY A LICENSED SURVEYOR. E. W. EACH WAY P. L. PROPERTY LINE TO REMAIN STEEL IN INTERNATIONAL MECHANICAL CODE 2018 3. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CITY AND STATE CODES AND STANDARDS. Revisions EWC. ELECTRIC WATER COOLER PL T. PLATE 3/4" PLYWOOD SECTION PLAN NOTE INTERNATIONAL FIRE PREVENTION CODE 2018 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL UTILITY COMPANIES AND PERFORMING ALL WORK 9/18/20 -Issued for CBA EXIST. EXISTING PLT. PLASTIC LAMINATE O WINDOWS TYPE REQ. BY THEM. EXT. EXTERIOR PLMB. PLUMBING STONE SHEET METAL INTERNATIONAL ENERGY CONSERVATION CODE 2018 5, THE CONTRACTOR IS RESPONSIBLE FOR INSURING PROPER COMPACTION OF UTILITY COMPANY TRENCHES. Plan Review PLYWD. PLYWOOD �� IN ELEVATION X DOOR TYPE F. D. FLOOR DRAIN PNL. PANELHARDWARE SET 6. THE CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS, TAP FEES, AND CERTIFICATES OF OCCUPANCY, 10/28/20- Issued for Permit F. E. FIRE EXTINGUISHER P. P. POWER POLE - �� .•,•.,;: CONCRETE oma» CERAMIC TILE LARGE SCALE INTERIOR UNLESS INSTRUCTED OTHERWISE. Submittal F. F. FINISH FLOOR PSF POUNDS PER SQUARE FOOT SMALL SCALE XXXX ELEVATION 7. SITE WORK IS TO BE PERFORMED IN THIS CONTRACT. G.C. IS RESPONSIBLE FOR COORDINATING ALL WORK INDICATED ON OCCUPANCY: GROUP S-1 F. H. FIRE HYDRANT PSI POUNDS PER SQUARE INCH QUARRY TILE AUTOMOTIVE REPAIR CIVIL AND ARCHITECTURAL DWGS. G.C. SHOULD NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO START OF WORK. FIN. FINISH FIXTURE PTN. PARTITION EARTH FILL nnimmiumminizim=SMALL LARGE SCALEEXTERIOR SCALE ELEVATION r4)k OCCUPANCY 4,279 SQ.FT. STORAGE: 8. ALL EXCAVATION, TRENCHING, ETC. REQUIRED IN SUBGRADE TO BE PART OF CONTRACT. FIXT. PVC POLYVINYL CHLORIDE CALCULATIONS: 1 OCC. PER 300 SQ.FT. = 14 OCC. FLR. FLOOR PWR. POWER :.-.ic-�'�- LIGHT WEIGHT .. _ .,.....••.. ���������������������������������������� " "' "'"' CARPET D WALL 1,075 SQ.FT. BUSINESS: 9. PROVIDE ADEQUATE BLOCKING AS REQUIRED IN WALLS AND ROOF STRUCTURE TO SUPPORT ELECTRIC WATER COOLER, F. L. FLOW LINE • •..••-•�-••-•.-• .• CONCRETE OR SECTION 1 OCC. PER 100 SQ.FT. = 10 OCC, LAVATORIES, TOILET FIXTURES AND ACCESSORIES, ELECTRIC PANELS, ACCESS ROOF LADDER, HANDRAILS, ETC. FLUOR. FLUORESCENT Q. T. QUARRY TILE GROUT XXXX PLASTER OR STUCCO TOTAL = 24 OCCUPANTS F.O.F. FACE OF FINISH ® CONTINUOUS ON METAL LATH BUILDING TYPE OF CONSTRUCTION: TYPE V -B 10. ALL MAIN AND BRANCH SPRINKLER LINES, ARE TO BE RUN WITHIN ROOF STRUCTURE SPACE WHEREVER POSSIBLE. WHEN F.O.M. FACE OF MASONRY R. RADIUS WOOD BLOCKING XXXX SECTION LINES ARE RUN BELOW ROOF STRUCTURE, THEY ARE TO BE HELD AS TIGHT AS POSSIBLE TO BOTTOM OF STRUCTURE. ANY F.O.S. FACE OF STUD R.D. ROOF DRAINGYPSUM BOARD CHANGES IN LINE ROUTING IS TO BE 90 DEGREE, PARALLEL TO STRUCTURE. Project No. 20-13 WOOD - - ' ` ALL TYPES x DETAIL OCCUPIED BUILDING AREA: 5,354 SQ.FT. FPM FEET PER MINUTE RDWD. REDWOOD BLOCKING x SECTION BUILDING FOUNDATION AREA: 6,037 SQ.FT. F.R.P. FIRE RATED PARTITION REC. RECEPTION x METAL STUD (INCLUDES DUMPSTER) 11. JUNCTION BOXES, WHICH SUPPLY POWER TO LIGHTING IN CEILING, SHOULD NOT BE LESS THAN 1'-0" ABOVE FINISH CEILING F. S. FLOOR SINK REF. REFERENCE FINISHED OR ® PARTITION IN PLAN r HEIGHT. 12. ALL DUCT WORK IS TO BE HELD AS TIGHT AS POSSIBLE TO BOTTOM OF ROOF STRUCTURE. EXPOSED DUCT WORK IS TO BE Drawn By: FT. FOOT/FEET REFR REFRIGERATOR MILLED WOOD SPRINKLED: NO Date: 1O/28/2O FTG. FOOTING & TRIM DETAIL RUN PERPENDICULAR TO STRUCTURE. REINF. REINFORCED ` *2018 IBC SECTION 903.2.9.1 REPAIR GARAGES: FUR. FURRING XXXX AN AUTOMATIC SPRINKLER SYSTEM SHALL BE DO NOT SUSPEND ANY ITEMS FROM HORIZONTAL BRIDGING, X -BRACING, PIPING AND CONDUITS, OR ANY WORK BY OTHER REQ. REQUIRED CEILING TILE 13. GA. GAUGE RESIL. RESILIENT STEEL ANGLE VCT CPT CHANGE PROVIDED THROUGHOUT ALL BUILDINGS USED AS REPAIR GARAGES PER BELOW: TRADES. REV. REVISION FLOOR MATERIAL 2• BUILDINGS NOT MORE THAN ONE STORY 14. CONTRACTOR IS TO REFER TO MEP DRAWINGS AND PROJECT MANUAL FOR ANY HINGED ACCESS PANELS NOT INDICATED IN Sheet Title: GALV. GALVANIZED R&S ROD AND SHELF TERRAZZO ��{ ABOVE GRADE PLANE, WITH A FIRE AREA ARCH. DWGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL ACCESS PANEL LOCATIONS WITH DRYWALL AND TILE G.C. GENERAL CONTRACTOR RM. ROOM ® FRAME �///7�� ELEVATION CHANGE CONTAININGA REPAIR GARAGE EXCEEDING 12,000 WORK. GEN. GENERAL NPS AN GL. GLASS R. 0. ROUGH OPENING matt EXPOSED F.F. IMPORTANT HEIGHTS * NO COMMERCIAL VEHICLE REPAIR 15. ALL PENETRATIONS AT GYPSUM BOARD PARTITION WALLS ARE TO BE THOROUGHLY SEALED IN A MANNER APPROPRIATE TO GMP GALLONS PER MINUTE R.O.W. RIGHT OF WAY ^'�..:t-'? AGGREGATE IN ELEVATION DWG. THE WALL TYPE THAT IS BEING PENETRATED . I.E. WEATHER TIGHT, ACOUSTICAL, NON -RATED AND FIRE RATED. EXPOSED COVER GND. GROUND GYPSUM BOARD TO BE SEALED, TAPED AND FLOATED FOR BEST QUALITY APPEARANCE. SHEET GR. GRADE RIGID DOOR & FRAME 49.25' EXISTING No. OF STORIES SINGLE STORY 24'-0" TALL 16. MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED INSTALL COMPONENTS AT MOUNTING HEIGHTS GYP. GYPSUM INSULATION IN PLAN �� GRADE ELEVATION REQUIRED BY THE MOST RECENT ISSUE OF THE ADA/ANSI 2009 STANDARDS FOR ANY PARTICULAR APPLICATION INDICATE ,t45 Drawing No. 49.25 REQUIRED EXITING WIDTH 32" REFER ANY QUESTIONABLE MOUNTING HEIGHT DECISIONS TO THE OWNER FOR FINAL DECISION. s.,, BUILT-UP NEW ROOF GRADE ELEVATION SPECIAL PROVISIONS: 17• DIMENSIONS ARE PROVIDED FOR LOCATION OF PROJECT ELEMENTS. DRAWINGS SHALL NOT BE w SCALED. CAA A-0 MAXIMUM TRAVEL DIST. = 200'-0" 18. DO NOT SCALE DRAWINGS. IF THE G.C. FINDS A CONFLICT IN THE INFORMATION, NOTIFY OWNER FOR CLARIFICATION O. 0 oia��g 9RH-1-2020 NOTE: 1. REF: CIVIL FOR SITE PAVEMENT ELEVS PRIOR TO BEGINNING WARP UP TO DOOR. 2. PAVING TO WARP UP WITHOUT SEAMS TO ACHIEVE REQUIRED SLOPES. 99.17' TO 99.25' SLO1:2PE 99.17' TO 99.25' X En a� > N N 99.91 I 99.17' TO 99.25' X a. Cn o I I I I � I SLS 1:20 MAX I I V-6- 100.00 FF = 100.00' LANDING AT MAN DOOR DETAIL SCALE: 1/2" = 11-0" WINDOW PER SCHEDULE, REF: A-2 1/2" PLYWOOD FINISH ON FURRING BEHIND THE WINDOW, PAINTED PC -3. ARCHITECTURAL PRECAST CAPSTONE, SEE A-2.1 FOR SPEC. COMPRESSOR ROOM PRECAST CAPSTONE, n ii WI I N R-21 BATT. INSUL. ie WI oVI REF: EXTERIOR DWG. S-6 AND ME ME ARCH DWG. FOR FINISHES A-6 FOR MORE T.O. DO DETAILS. ELEV. +7 -0 SEE STRUCT. DWG. -i S-9 AND ARCH 8" CMU BLOCK - DWG. A-6 AND A-9 FOR MORE I� COMPRESSOR ROOM PRECAST CAPSTONE, n SEE 3/A-1 I N R-21 BATT. INSUL. SEE STRUCT. REF: EXTERIOR DWG. S-6 AND ELEVATIONS ARCH DWG. FOR FINISHES A-6 FOR MORE T.O. DO DETAILS. ELEV. +7 -0 SEE STRUCT. DWG. CEILING W/ 1/2" S-9 AND ARCH 8" CMU BLOCK - DWG. A-6 AND A-9 FOR MORE DETAILS. � B.O. "I 11, PLYWOOD FINSH 8-- ELEV. +2 -8 REF: EXTERIOR co n DUMPSTER EXTERIOR ENCLOSURE COMPRESSOR 2 E ROOM WALL SECTION SCALE: 3/811 = 1'-0" ALIGN ALL BANDING WITH ADJACENT MECH. BAYS. ALL BRICK COLORS ARE TO MATCH ADJ. MECH. BAYS. X STEEL GATE WITH I w w Q z_ BUILT-IN STOPS AND LJ oar BOTTOM OF GATE HOLD OPEN AS m � (BOTTOM OF STRIKE MANUFACTURED BY PLATE) TO BE 3" FALCON. MIN. - 6" MAX. ABOVE GRADE. �1 DUMPSTER ENCLOSURE ELEVATION SCALE: 3/8" = 11-0" LOW WALL, SEE A-7 SLOPE 2% MAX. AT RL ...— SLOPE ,,.� SLOPE 2% MAX. AT CROSS SLOPE, SLOPE 5% MAX. IN DIRECTION OF TRAVEL. VERIFY EDGE OF PORCH IS LEVEL WITH CIVIL SITE PAVING. SCALE: 1/411 = 11-0" CEMENT WASH (1") 6"0 STEEL PIPE FILLED W/ CONCRETE WITH ROUNDED TOP FINISH PAVEMENT J I/"11VI1 LV VVIV VI\LIL L.,I.JING HERRINGBONE PATTERN, AT FRONT PORCH, CONCRETE COLOR TO BE BRICKFORM, ANTIQUE RELEASE, COLOR: RA -100 DARK GRAY. TOP OF FOOTING 511 2" BELOW PAVING N II-III I.. A II III TYPICAL (TO BE POURED �111�1 .° I I �III� MONOLITHIC W/ PAVING) #6 x 14" LG. II III II III EACH WAY - I II�III III CONI ii iii ii i iii ii_ CONC. FTG. 9„ 9„ BOLLARD TO BE PAINTED WITH RUST PROOF PAINT, 2 COATS BEFORE INSTALLATION, 1 COAT AFTER INSTALLATION. COLOR TO BE BLACK. 5 STEEL PIPE BOLLARD SCALE: 1 /2'1 = 1'-011 1X4 TRIM TYP. FLASH SIDES. - PRECAST SINGLE PLY ROOF OVER 30# CAPSTONE, FELT. 5/8" PLYWOOD OVER SEE 3/A-1 2"X8" FRAMING, @ 16" OC. ALUM. DRIP EDGE OVER - BRICK 2"X12" FASCIA TRIMMED WITH ALUM/VINYL O U zo = N 0 as CO 0 _': :2oocn � c� O w LU Z �oa� O 0 mLLQ m-a0m 0 n ill I N R-21 BATT. INSUL. 1T T- REF: EXTERIOR R-21 i� TI I DUMPSTER N 5 STEEL CAP WELDED OR THREADED TO TOP FOR COVER Uk PARKING MANUFACTURED SIGNS PROVIDED BY G.C. PER LOCAL REQUIREMENTS THRU BOLTED STEEL SIGNS 3" MIN. SQUARE STEEL TUBE 8'-6" IN LENGTHGk (ALT 3" ' GALV PIPE) VAN FINISH GRADE TEN INCH DIAMETER CONCRETE FOOTING HANDICAP SIGN SCALE: 1/2" = 1'-0" 20"R CAST STONE M-11 o_ I WALL BELOW 4'-3" A CESSIBLE SY BOL PAINTED ON PAVEMENT HANDICAP SYMBOL PAINTED ON PAVEMENT CAST STONE CAP DETAIL 4 SCALE: 1/4" = 11-011 SCALE: 3/411 = 1'-Ol' 1X4 TRIM TYP. FLASH SIDES. 1X4 TRIM TYP. FLASH SIDES. SINGLE PLY ROOF OVER 30# SINGLE PLY ROOF OVER 30# FELT. 5/8" PLYWOOD OVER FELT. 5/8" PLYWOOD OVER 2"X8" FRAMING, @ 16" OC. 2"X8" FRAMING, @ 16" OC. CONT. FLASHING ROOF SLOPES UNDER CAST TO INSIDE OF j STONE CAP AND DUMPSTERfl OVER ROOFING ENCLOSURE }!� ROOF SLOPES TO INSIDE OF DUMPSTER 2 D ENCLOSURE WALL SECTION SCALE: 3/811 = 1'-Ol' DOUBLE GATES WITH STEEL FRAME AND STEEL PANELS. ONE COAT PRIME AND TWO COATS PAINT COLOR PC -6 BOTH SIDES. DUMPSTER _ STEEL GATE MANUFACTURER: FALCON CONTACT: ROBERT MARTIN PHONE: (800) 733-1331 u ANCHOR POSTS IN DUMPSTER FOUNDATION. 7" CONCRETE PAD Of In w 0 U 0 r� i ROOM ROOM ROOM COMPRESSOR COMPRESOCOMPRESSOR ROOM WALL SECTION ROOM �A`Ll�'O\S ECTION ROOM WALL SECTION 2 SCALE: 3/8" = 1'-011 2 B SCALE: 3/8 = '-" 2 A SCALE: 3/8" = 1'-0" REF: WINDOW SCHEDULE, A-2.1 DUMPSTER ENCLOSURE ELEVATION SCALE: 3/8" = 1'-0" GENERAL NOTES 1. BASE INFORMATION WAS TAKEN FROM PROPERTY DESCRIPTION PLANS ON THIS PAGE. MINOR FIELD ADJUSTMENTS MAY BE NECESSARY TO ALIGN WITH EXISTING FEATURES. 2. SMOOTH TRANSITION IS REQUIRED BETWEEN ALL EXISTING AND NEW PAVEMENTS. 3. ROADWAY AND ACCESS CLEARANCES ARE SHOWN TO FACE OF CURB AND END OF PARKING SPACES. ALL PARKING SPACES ARE AS SHOWN BY CIVIL. 4. THE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL UTILITIES. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGED IN COMPLIANCE WITH LOCAL STANDARDS AND AT THE CONTRACTORS EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY. 5. THE LIGHTING ON THE SITE SHALL COMPLY WITH THE LOCAL ZONING ORDINANCE AND STATE ENERGY CODE AS REQUIRED. 6. THE DUMPSTER IS TO BE ENCLOSED WITH MASONRY WALLS TO MATCH THE BUILDING EXTERIOR. THE ENCLOSURE GATES SHALL BE OPAQUE AND CONSTRUCTED OF PAINTED STEEL FRAME AND STEEL PANELS. SEE A-4 FOR MORE INFORMATION ON DUMPSTER ENCLOSURE AND BUILDING EXTERIOR. 7. ALL OFF SITE EASEMENTS MUST BE FILED PRIOR TO START OF CONSTRUCTION. 8. IRRIGATION SYSTEM SHALL BE PROVIDED AND INCLUDED IN THE BASE BID. THE REQUIRED AUTOMATIC UNDERGROUND SPRINKLER SYSTEM SHALL HAVE SEPARATE ZONES FOR LAWN AND PLANT BEDDING AREAS. LAYOUT PER THE MANUFACTURES RECOMMENDATIONS WITH OWNERS APPROVAL REQUIRED. DRIVEWAY CURB AND PAVING NOTES 1. CIVIL ENGINEERING DRAWING SUPERCEDE INFORMATION ON THIS DRAWING. NOTIFY ARCHITECT AND OWNER OF ALL DISCREPANCIES. 2. SIDEWALK, DRIVEWAY, CURB, AND LINE AND GRADE SHALL BE SET BY CIVIL ENGINEER. 3. SIDEWALKS SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWINGS. 4. DRIVEWAYS SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWINGS. 5. CURB AND GUTTER SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWINGS. 6. PROVIDE 1/2" EXPANSION MATERIAL AT INTERVALS OF 20'-0" (MAXIMUM) THROUGHOUT ENTIRE LENGTH OF SIDEWALK. 7. PROVIDE 1/2" EXPANSION MATERIAL BETWEEN WHERE SIDEWALKS ABUT TO A FIRE HYDRANT OR UTILITY POLE. 8. IN THE EVENT THAT MORE THAN ONE DRIVEWAY IS CONSTRUCTED FOR ACCESSING THE PROPERTY FROM THE SAME STREET APPROCH, MAINTAIN MINIMUM SEPARATION BETWEEN DRIVES AS REQUIRED BY LOCAL ZONING ORDINANCE, TRAFFIC AND TRANSPORTATION REGULATIONS, AND/OR BUILDING CODE. 9. SURFACE BETWEEN DRIVEWAYS, FROM TOP OF CURB TO SIDEWALK AND FROM SIDEWALK TO PROPERTY LINE MAY BE EITHER CONCRETE OR DIRT, OR AS REQUIRED BY ORDINANCE AND ORDINANCE AND CODES AS MADE REFERENCE TO IN #8 ABOVE. 0 I N WALL MOUNTED UNIT HEATER, REF: - MECH & ELEC 2E/A-1 2B/A-1 N I i� 4" BRICK LEDGE, -t SEE ELEVS AND N A-4 FOR FINISHES. _ 00 2D/A-1 0 8" CMU BLOCK 0 I 0 0 BOLLARDS, REFER TO 5/A-1, TO PROTECT WINDOW I 00 4" 8" Q 13'-8" Q N INTERIOR OF COMPRESSOR ROOM TO BE FURRED OUT WITH 2x4 W/R-13 BATT INSUL. ROOF TO HAVE R-12 BATT. INSUL. FINISHED WITH PLYWOOD. I I BOLLARDS, REFER TO 5/A-1 AND a SITE PLAN 0 LOUVER L-2, REF: - N MECH, AT 12" A.F.F. I 0 / - - - - - - - - - - - - - - -T - - - I \ / I I \ � o/ \ J BOLLARDS\ OUST N / SE/AL INSIDE OF BE W/IN \THE 6UMPSTER AND I I BACK 1'-8"\ F // PAINT BLACK. I I THE REAR WALLt / I \ / SLOB SLOPE 1:48 \ / 1:48 --------V---------- 00 CONArchitects I n c o rip o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com SIDING, MATCH � 2X8 PRESSURE R-21 BATT. INSUL. � REF: EXTERIOR R-21 BATT. INSUL. DUMPSTER N PC -5. TREATED SILL IN CEILING W/ 1/2" ELEVATIONS IN CEILING W/ 1/2" d ENCLOSURE o Ir PLYWOOD FINSH � FOR FINISHES PLYWOOD FINSH REF: EXTERIOR co n Q ELEVATIONS -PRE-CAST SEE STRUCT. 00 8" CMU BLOCK 8" CMU BLOCK SEE STRUCT. 8" CMU BLOCK FOR FINISHES CAST STONE DWG. S-9 AND Nbt DWG. S-9 AND SILL ARCH DWG. o p ARCH DWG. o SEE STRUCT. A-6 FOR MORE 2x4 FURR OUT 2x4 FURR OUT A-6 FOR MORE 2x4 FURR OUT LL DWG. S-9 AND - LIMESTONE DETAILS. z W/R-13 BATT. W/R-13 BATT. z DETAILS. W/R-13 BATT. z ARCH DWG. VENEER, M-10 INSUL. AND INSUL. AND INSUL. AND A-6 FOR MORE OVER 4" CMU PLYWOOD FINISH. PLYWOOD FINISH. PLYWOOD FINISH. DETAILS. BLOCK DUMPSTER I I 1 It 1 EXTERIOR ENCLOSURE COMPRESSOR COMPRESSOR EXTERIOR COMPRESSOR EXTERIOR DUMPSTER 2 D ENCLOSURE WALL SECTION SCALE: 3/811 = 1'-Ol' DOUBLE GATES WITH STEEL FRAME AND STEEL PANELS. ONE COAT PRIME AND TWO COATS PAINT COLOR PC -6 BOTH SIDES. DUMPSTER _ STEEL GATE MANUFACTURER: FALCON CONTACT: ROBERT MARTIN PHONE: (800) 733-1331 u ANCHOR POSTS IN DUMPSTER FOUNDATION. 7" CONCRETE PAD Of In w 0 U 0 r� i ROOM ROOM ROOM COMPRESSOR COMPRESOCOMPRESSOR ROOM WALL SECTION ROOM �A`Ll�'O\S ECTION ROOM WALL SECTION 2 SCALE: 3/8" = 1'-011 2 B SCALE: 3/8 = '-" 2 A SCALE: 3/8" = 1'-0" REF: WINDOW SCHEDULE, A-2.1 DUMPSTER ENCLOSURE ELEVATION SCALE: 3/8" = 1'-0" GENERAL NOTES 1. BASE INFORMATION WAS TAKEN FROM PROPERTY DESCRIPTION PLANS ON THIS PAGE. MINOR FIELD ADJUSTMENTS MAY BE NECESSARY TO ALIGN WITH EXISTING FEATURES. 2. SMOOTH TRANSITION IS REQUIRED BETWEEN ALL EXISTING AND NEW PAVEMENTS. 3. ROADWAY AND ACCESS CLEARANCES ARE SHOWN TO FACE OF CURB AND END OF PARKING SPACES. ALL PARKING SPACES ARE AS SHOWN BY CIVIL. 4. THE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL UTILITIES. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGED IN COMPLIANCE WITH LOCAL STANDARDS AND AT THE CONTRACTORS EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY. 5. THE LIGHTING ON THE SITE SHALL COMPLY WITH THE LOCAL ZONING ORDINANCE AND STATE ENERGY CODE AS REQUIRED. 6. THE DUMPSTER IS TO BE ENCLOSED WITH MASONRY WALLS TO MATCH THE BUILDING EXTERIOR. THE ENCLOSURE GATES SHALL BE OPAQUE AND CONSTRUCTED OF PAINTED STEEL FRAME AND STEEL PANELS. SEE A-4 FOR MORE INFORMATION ON DUMPSTER ENCLOSURE AND BUILDING EXTERIOR. 7. ALL OFF SITE EASEMENTS MUST BE FILED PRIOR TO START OF CONSTRUCTION. 8. IRRIGATION SYSTEM SHALL BE PROVIDED AND INCLUDED IN THE BASE BID. THE REQUIRED AUTOMATIC UNDERGROUND SPRINKLER SYSTEM SHALL HAVE SEPARATE ZONES FOR LAWN AND PLANT BEDDING AREAS. LAYOUT PER THE MANUFACTURES RECOMMENDATIONS WITH OWNERS APPROVAL REQUIRED. DRIVEWAY CURB AND PAVING NOTES 1. CIVIL ENGINEERING DRAWING SUPERCEDE INFORMATION ON THIS DRAWING. NOTIFY ARCHITECT AND OWNER OF ALL DISCREPANCIES. 2. SIDEWALK, DRIVEWAY, CURB, AND LINE AND GRADE SHALL BE SET BY CIVIL ENGINEER. 3. SIDEWALKS SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWINGS. 4. DRIVEWAYS SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWINGS. 5. CURB AND GUTTER SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWINGS. 6. PROVIDE 1/2" EXPANSION MATERIAL AT INTERVALS OF 20'-0" (MAXIMUM) THROUGHOUT ENTIRE LENGTH OF SIDEWALK. 7. PROVIDE 1/2" EXPANSION MATERIAL BETWEEN WHERE SIDEWALKS ABUT TO A FIRE HYDRANT OR UTILITY POLE. 8. IN THE EVENT THAT MORE THAN ONE DRIVEWAY IS CONSTRUCTED FOR ACCESSING THE PROPERTY FROM THE SAME STREET APPROCH, MAINTAIN MINIMUM SEPARATION BETWEEN DRIVES AS REQUIRED BY LOCAL ZONING ORDINANCE, TRAFFIC AND TRANSPORTATION REGULATIONS, AND/OR BUILDING CODE. 9. SURFACE BETWEEN DRIVEWAYS, FROM TOP OF CURB TO SIDEWALK AND FROM SIDEWALK TO PROPERTY LINE MAY BE EITHER CONCRETE OR DIRT, OR AS REQUIRED BY ORDINANCE AND ORDINANCE AND CODES AS MADE REFERENCE TO IN #8 ABOVE. 0 I N WALL MOUNTED UNIT HEATER, REF: - MECH & ELEC 2E/A-1 2B/A-1 N I i� 4" BRICK LEDGE, -t SEE ELEVS AND N A-4 FOR FINISHES. _ 00 2D/A-1 0 8" CMU BLOCK 0 I 0 0 BOLLARDS, REFER TO 5/A-1, TO PROTECT WINDOW I 00 4" 8" Q 13'-8" Q N INTERIOR OF COMPRESSOR ROOM TO BE FURRED OUT WITH 2x4 W/R-13 BATT INSUL. ROOF TO HAVE R-12 BATT. INSUL. FINISHED WITH PLYWOOD. I I BOLLARDS, REFER TO 5/A-1 AND a SITE PLAN 0 LOUVER L-2, REF: - N MECH, AT 12" A.F.F. I 0 / - - - - - - - - - - - - - - -T - - - I \ / I I \ � o/ \ J BOLLARDS\ OUST N / SE/AL INSIDE OF BE W/IN \THE 6UMPSTER AND I I BACK 1'-8"\ F // PAINT BLACK. I I THE REAR WALLt / I \ / SLOB SLOPE 1:48 \ / 1:48 --------V---------- 00 CONArchitects I n c o rip o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com 0� C040 JOHN k BF19SCHE� Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: LEAR OPENIN 1'-4" SITE DETAILS 14'-8" Drawing No. PY)b0. ASTO are�ode DUMPSTER ENCLOSURE AND COMPRESSOR ROOM PLAN CAA Ammil SCALE: 3/8 = 1-0 ��/�aing D��``'�oc 9RH-1-2020 � o —^ � N N = O v0� O o ® F� +> � co n Q ® Nbt 0� C040 JOHN k BF19SCHE� Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: LEAR OPENIN 1'-4" SITE DETAILS 14'-8" Drawing No. PY)b0. ASTO are�ode DUMPSTER ENCLOSURE AND COMPRESSOR ROOM PLAN CAA Ammil SCALE: 3/8 = 1-0 ��/�aing D��``'�oc 9RH-1-2020 � o —^ � = O v0� O o LO x • ry I_r r12 r- 0� C040 JOHN k BF19SCHE� Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: LEAR OPENIN 1'-4" SITE DETAILS 14'-8" Drawing No. PY)b0. ASTO are�ode DUMPSTER ENCLOSURE AND COMPRESSOR ROOM PLAN CAA Ammil SCALE: 3/8 = 1-0 ��/�aing D��``'�oc 9RH-1-2020 40 ELECTRIC WITH BLACK SCREEN FILM. 3U SEE A-4 AND STRUCT. DWGS FOR AIR COMPRESSOR LOCA ION W/ SINGLE PLY EXPANSION JOINT LOCATIONS ROOF ABOVE. COMPRE SOR IS TO BE 6'-4" 1/A-7.1 48'-3 1/4" PURCHASED AND INSTAILED HIGH BY OWNER. _L----r-L-� 4-1/2" FIXED CENTER W/ INTERNAL MUNTINS PROVIDE DOUBLE–PANE LOW–E GLAZING – FRAMES AND MUNTINS TO BE BONE WHITE DRAIN FOR COMPRESSOIR ROOM IS TO BE 5'--1 5/8 4'-4" HIGH CONNECTED TO SHOP FLOOR DRAINS. X 10'-0" 4'-0" 10'-0" 4'-0" KAWNEER THERMAL TRIFAB VG ALUMINNUyM�WINDOW 451–T 4-1/2" FIXED W/ INTT/ERNFFA��L 0 0 -00I 19, 20, 21/A-9 C 6'-O" WIDE X 4'-4" HIGH 5'-8" WIDE o � oo 1/A-1 COMRPRESSOR 109 DUMPSTER ENCLOSURE --------- --------F. E. I 7 —LOUVER AT CENTERLINE OF END WALL REF: MECH/ELEC DWGS 4 \ I O 36'-1 1/2" 10'-0" 5'El 5/8' 6'-0 3,14" 10'-0" 4'-0" 10'-0" 6 EYE WASH FROM EDGE OF 46" SINK TO q OF EYE WASH N b ¢ \ 3/4 4'-2 /8 10'-0" SHOP SINK @qOF BAY 6 �DRAFT STOP AT I CENTERLINE OF BAY 5 OF TECH AREA, SEE STRUCT. F.E. 2/A-7.1 I 4 C---IQa I I 46'-4 3/4" 14'-0"1 10'-0" A-2 — — — — — — -------------- I ------- ----- I F E METAL ACCESS LADDER TO STORAGEAREA ABOVE TECH. TOILET, SEE A-7. TECHNICIAN AREA 108 d O 0 0yy v v r• -- 101-0114' 2 3 n I L/ K 00 I 2 -8-4" 12'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 4 -8 — �4 2 -8" 2'-8" 2'-8„ 8„ 2,-8„ 2'-8„ 2'-0„ 8„ 2,_8„ 2,-8„ 2'-8„ 14'-8" 46'-8" 2'-0" 39'-4" 43'-4" �O �O 177'-4" CO r 40 30 �i a 2A 5 \ A-4 _0 FLOOR PLAN z SCALE: 1/8" = 1'- 0" GENERALNOTES 1. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, U.N.O. 2. FTT41 INDICATES ROOM NUMBER. 3. 4 DOOR NUMBER RE:DOOR SCHEDULE. e HARDWARE SET. RE: HARDWARE SCHEDULE. 4.AO WINDOW TYPE. RE: 2/A-2 WINDOW SCHEDULE. 5. F. E. – INDICATES FIRE EXTINGUISHER. PROVIDE FIRE EXTINGUISHER (MINIMUM SIZE, 10–B, C AT 48" A.F.F.) 50 FEET APART MAX. PER IFC SECTION 906. 6, ALL INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE MINIMUM "CLASS A". 7. F.D. – INDICATES FLOOR DRAIN. PROVIDE FLOOR DRAINS AT TOILET ROOM 107. KEEP TOP OF DRAIN LEVEL WITH TOP OF FINISHED FLOOR. 8. PROVIDE TOILET ACCESSORIES (TA -1 – TA -6) FOR TOILET ROOMS 103 AND 107. RE: A-10 FOR INTERIOR ELEVATIONS ILLUSTRATING LOCATIONS. RE: GENERAL TOILET ROOM NOTES SHEET A-10. 9. PROVIDE SOUND ATTENUATION INSULATION AT PERIMETER WALLS OF OFFICE TOILET ROOM 103 AND TECH TOILET ROOM 107. 10. GYP. BOARD TO HAVE MESH TAPED JOINTS. 11. RECEPTION KIOSKS ARE FURNITURE TO BE BUILT AND INSTALLED BY G.C. REF: A-8.1 FOR KIOSK DRAWINGS. lb 1.2 I \ I I X31'-10 1/2" I. WINDOW SCHEDULE ELECTRIC WITH BLACK SCREEN FILM. D INKING FO NTAINS � — J } 0 � o DTLS I 6'-8" WIDE X o D 6'-4" 1/A-7.1 X — F.Eez HIGH z TRIFAB VG ALUMINUM _L----r-L-� 4-1/2" FIXED CENTER W/ INTERNAL MUNTINS PROVIDE DOUBLE–PANE LOW–E GLAZING – FRAMES AND MUNTINS TO BE BONE WHITE 19, 20, 21 A-9 - 00 I 2 -8-4" 12'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 4 -8 — �4 2 -8" 2'-8" 2'-8„ 8„ 2,-8„ 2'-8„ 2'-0„ 8„ 2,_8„ 2,-8„ 2'-8„ 14'-8" 46'-8" 2'-0" 39'-4" 43'-4" �O �O 177'-4" CO r 40 30 �i a 2A 5 \ A-4 _0 FLOOR PLAN z SCALE: 1/8" = 1'- 0" GENERALNOTES 1. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, U.N.O. 2. FTT41 INDICATES ROOM NUMBER. 3. 4 DOOR NUMBER RE:DOOR SCHEDULE. e HARDWARE SET. RE: HARDWARE SCHEDULE. 4.AO WINDOW TYPE. RE: 2/A-2 WINDOW SCHEDULE. 5. F. E. – INDICATES FIRE EXTINGUISHER. PROVIDE FIRE EXTINGUISHER (MINIMUM SIZE, 10–B, C AT 48" A.F.F.) 50 FEET APART MAX. PER IFC SECTION 906. 6, ALL INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE MINIMUM "CLASS A". 7. F.D. – INDICATES FLOOR DRAIN. PROVIDE FLOOR DRAINS AT TOILET ROOM 107. KEEP TOP OF DRAIN LEVEL WITH TOP OF FINISHED FLOOR. 8. PROVIDE TOILET ACCESSORIES (TA -1 – TA -6) FOR TOILET ROOMS 103 AND 107. RE: A-10 FOR INTERIOR ELEVATIONS ILLUSTRATING LOCATIONS. RE: GENERAL TOILET ROOM NOTES SHEET A-10. 9. PROVIDE SOUND ATTENUATION INSULATION AT PERIMETER WALLS OF OFFICE TOILET ROOM 103 AND TECH TOILET ROOM 107. 10. GYP. BOARD TO HAVE MESH TAPED JOINTS. 11. RECEPTION KIOSKS ARE FURNITURE TO BE BUILT AND INSTALLED BY G.C. REF: A-8.1 FOR KIOSK DRAWINGS. lb 1.2 I \ I I X31'-10 1/2" I. WINDOW SCHEDULE *SEE NOTERIORREBLACKIOSCREEN VERIFY WINDOWS WITH BLACK SCREEN FILM. NOTE: GLAZING SHGC –U–FACTOR 0.25 OR BETTER ETTER TYPE ROUGH OPENING VISIBLE WINDOW SIZE DESCRIPTION REMARKS DTLS A 6'-8" WIDE X 4'-4" HIGH 6'-4" WIDE X 4'-0" HIGH KAWNEER THERMAL TRIFAB VG ALUMINUM 451–T WINDOW 4-1/2" FIXED CENTER W/ INTERNAL MUNTINS PROVIDE DOUBLE–PANE LOW–E GLAZING – FRAMES AND MUNTINS TO BE BONE WHITE 19, 20, 21 A-9 B 2'-0" WIDE X 4'-4" HIGH V-8" WIDE X 4'-0" HIGH KAWNEER THERMAL TRIFAB VG ALUMINNUyM�WINDOW 451–T 4-1/2" FIXED W/ INTT/ERNFFA��L CENTER PROVIDE DOUBLE–PANE LOW–E TEMPERED SAFETY GLAZING- FRAMES ANDE MUNTINS TO BE BONE WHITE 19, 20, 21/A-9 C 6'-O" WIDE X 4'-4" HIGH 5'-8" WIDE X 4'-0" HIGH THERMAL ALIUMINUM W4NDOW pMUCCNTIINS W INTERNALEMUNTINTSR PROyIR�ES ANDEMUNTINS �0 BEGBONE GWHITE 29 A�9 D 3'-4" WIDE X 3'-4" HIGH 3'-0" WIDE X 3'-0" HIGH KA/yNEER THERMAL TRIFAB V ALUMINUI�WINDOW 451–T –1 2" FIXED CE.N TER W/4 INTERNAL MUNTINS PROVIDE DOUBLE–PANE LOW–E GLAZING – FRAMES AND MUNTINS TO BE BONE WHITE – BLACK SCREEN FILM ON BESAFETY GLAZING 19, 20, 21/A_9 E 6'-0" WIDE X 2'-10" HIGH 5'-8" WIDE X 2'-6" HIGH KAWNEER ALUMINUM TRIFAB VG 451 4-1y2" FIXED INTERIOR WINDOW W/ NO MUNNS PROVIDE DOUBLE–PANE TEMPERED SAFETY GLAZING – FRAMES TO BE BONE WHITE – ACOUSTICAL RATING – 1" INFILL BETWEEN PANES F 4'-0" WIDE X 2'-10" HIGH 3'-8" WIDE X 2'-6" HIGH KAWNEER ALUMINUM TRIFAB VG 451 4-1y2" FIXED INTERIOR WINDOW W/ NO MUNNS PROVIDE DOUBLE–PANE TEMPERED SAFETY GLAZING – FRAMES TO BE BONE WHITE – ACOUSTICAL RATING – 1" INFILL BETWEEN PANES G 10'-0" WIDE X 8'-0" HIGH 9'-8" WIDE X 7'-8" HIGH KA/yJER THERMAL TRIFAB V ALUMINUI�WINDOW 451–T –1 2" FIXEp CE. TER W/4 INTERNAL MUNTINS PROVIDE DOUBLE–PANE GLAZING – FRACKSSAREND MUTO BE BONE WHITE g/A_g FNLMNS H 3'-4" WIDE X 4'-4" HIGH 3'-0" WIDE X 4'-0" HIGH KAyyNEER THERMAL TRIFABg V ALUMINUM 451–T WINDOW –1 2" FIXED CENTER W/4 INTERNAL MUNTINS PROVIDE DOUBLE–PANE GLAZING –FRAMES AND MUNTINS TO BE BONE WHITE – BLACK SCREEN FILM 13/A-9 J 6'-0" WIDE X 4'-4" HIGH S-0" WIDE X 4'-0" HIGH KAyyNEER THERMAL TRIFABB V ALUMINUM 451–T WINDOW –1 2" FIXED CENTER W/4 INTERNAL MUNTINS PROVIDE DOUBLE–PANE TEMPERED SAFETY GLAZING – FRAMES AND MUNTINS TO BE BO E HITE – BLACK SCREEN FILM 13/A-9 WINDOW NOTE: WINDOW BLINDS PROVIDED BY OWNER, AND INSTALLED BY G.C. THREE WEEKS PRIOR TO OPENING, BLIND VENDOR WILL INSTRUCT G.C. ON OBTAINING DIMENSIONS. BLINDS WILL BE SHIPPED TO G.C. FOR INSTALLATION. BLINDS TO BE INSTALLED FLUSH WITH INSIDE OF WINDOW. NO BLINDS ON WINDOWS C1, D, E OR F. CONTACT: YOUR BLIND MAN, BILL SMITH PH: (817) 925-2202 EMAIL: yourblindman@sbcglobal.net NOTE: BLACK SCREEN FILM: –DECORATIVE FILMS –SOLYX GLASS FINISHES –SX–C390 BLACK SCREEN ON INTERIOR PANE OF GLASS SO THAT INTERNAL MUNTINS ARE VISIBLE FROM EXTERIOR. EXTERIOR PANE OF GLASS TO HAVE LOW–E COATING. CONArchitects I n c o r p o rate d 703 San Ysidm Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com 9) N o CQ N C) CO2 - AA O 0� �o�o v � � 5 x o ul) x .,.0 CQ i!1 N o CQ C) CO2 - AA O 0� �o�o v � � 5 x o ul) x .,.0 CQ �OF CO`�9\ JOHN A �7BRUTSCHE,, Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: FLOOR PLAN Powngss Drawing No. CAA A11111111111112A 9RH-1-2020 ENLARGED OFFICE WING DIMENSIONAL CONTROL PLAN SCALE: 1/4" = 1'- 0" 3'-0" 0 o i —❑ 0 I 2'-1 / II 4'— —5" 0 1130"x148" 1 60% 60"1 CLEAR I' CLEAIR I FL004 �0" TURy FLOOR / — ROUTVD / h 11 4' TALL MASONRY SCREEN WALL TO SCREEN ELECTRICAL METERS, REF: 6/A -2B AND STRUCT. HOT WATER HEATER IS MOUNTED ON PLATFORM ABOVE MECH. TOILET c0 ROOM CEILING JOISTS. I PLACE TIGHT IN CORNER. ----- ------ SEE GEENERAL-74'_6 2'-7' N 1 W�n 0 o O — — 12 A-10 -- --- — 6 o � e TECH. TOILET O LUNCH/WORKROOM 14 A-10 M N 105 ° \ PROVIDE HOT & COLDa e 5 s 7 10 N WATER AT BAR SINK, N e o 0 7 REFRIGERATOR TO HAVE II II MANAGER E MAKER HOOK-UP. 104 a 22'-4 1/2 00 3 25 A-10 19 A-10 30"x54" ATTIC \ / ACCESS LADDER LL \\ e TECH. AREA \\ 108 \ I \\ ELECTRIC DRINKING \\ � FOUNTAINS, WITH N oBOTTLE FILLER, SERVICE ;5,1- 0 a TOILET ROOM HI FOUNTAIN N,HAVE APRON,A-10 15 A-10 L 0 0 I I 0 0 RECEPTION " KIOSKS, SEE 6/A-6.1 :3_/7!�- 0 GENERAL NOTE 11. EO j 1 ' HALF WALL AT DESKS, REF: A-8 Q V-6" 00 N 41 RECEPTION WAITING i1 101 � e-0 L1 A-10 2 NOTE: FURNITURE SHOWN FOR REFERENCE ONLY. ALL FURNITURE BY OWNER U.N.O. 11'-6" *NOTE* DIMENSIONS 48"x 48"1 ON THIS PLAN FROM CLEAR FINISHED SURFACE I FLOOR 1 54% 60" I PROVIDE BLOCKING FOR I CLEAR FIXTURES AND TOILET FLOOR ACCESSORIES. — — — — — — 0 I I � �— — — — — — 30% 48" CLEAR ° FLOOR 0 ENLARGED TECH TOILET 107 SCALE: 3/8" = 1'- 0" PORCH 100 a ENLARGED OFFICE WING FLOOR PLAN SCALE: 1/4" = 1'- 0" i 54"x 60" \ CLEAR \\ �. FLOOR \ \ \ \\ 1'-0„ \ 3'-6" C 36% 48" \ \ \ CLEAR \ FLOOR i bU x bU CLEAR FLOOR / I / 60"ITURN \ F I AROJND \ — \I \1 { 30"x 48" I CLEAR X /�'F,LOOR' — L1_ 0' �1-61 I I I I I 54"x 60" CLEAR L — — — FLOOR — I 0 I ih N 0 N �,,I- LOW WALL REF: A-7 I a I *NOTE* DIMENSIONS ON THIS PLAN FROM FINISHED SURFACE PROVIDE BLOCKING FOR FIXTURES AND TOILET ACCESSORIES. ENLARGED TOILET ROOM 103 SCALE: 3/8" = 1'- 0" e N 4' TALL MASONRY SCREEN WALL TO SCREEN HVAC CONDENSER UNIT AND NATURAL GAS METER. REF: 6/A -2B AND STRUCT. 5/A-6.1 RECESSED MED. CAB.W/ DOORS VERIFY FRAMING W/DETAIL 7/A-8.1 WALL TO BE 2x6 WOOD FRAMING. SEE GENERAL NOTE 9 O:I 8/A-6.1 I SEE GENERAL NOTE 9 SEE STRUCT. DWG. AND ARCH DWG. A-2 FOR PRECAST MORE DETAILS. CAPSTONE, SEE 9/A-1 /ry�•�1+� 8" CMU BLOCK 4" LIMESTONE o BLOCK 0 a FOUNDATION PER GRADE STRUCT. `\es pgb0ttgsgaC �a a, U aN \ CAA 6G%ing 71 SCREEN WALL SECTION SCALE: 3/8" = 1'-0" CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com �P"BRUTSCHE CO Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: ENLARGED FLOOR PLANS A11111111111112B 9RH-1-2020 N ,3 Qi 0•^• +gi d Z` /ry�•�1+� 0 O LO x •� r- N • r•1 t --I �P"BRUTSCHE CO Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: ENLARGED FLOOR PLANS A11111111111112B 9RH-1-2020 N ,3 Qi 0•^• +gi d Z` /ry�•�1+� 0 O LO x •� r- �P"BRUTSCHE CO Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: ENLARGED FLOOR PLANS A11111111111112B 9RH-1-2020 DOOR HARDWARE SETS (RE: A-2 FOR HARDWARE SPECIFICATIONS) AAL HARDWARE FINISHES TO BE BRUSHED CHROME- US26D 1. METAL OVERHEAD DOOR INSULATED (EXTERIOR FROM TECHNICIAN AREA) STANDARD OVERHEAD DOOR HARDWARE WITH EXTENSION TRACKS TO LIFT DOOR 13'-6" ABOVE FINISHED FLOOR 1 EACH- BRUSH TYPE WEATHER SEAL (DS -5) 2. INSULATED METAL DOOR (EXTERIOR FROM TECHNICIAN AREA) 1-1/2 PAIRS- BUTTS (B-1) 1 EACH- LOCK SET (L-1) 1 EACH- CLOSER (C-1) 1 EACH- SECURITY BAR (M-1) 1 EACH- WEATHER SEAL (DS -1) 1 EACH- DOOR SWEEP (DS -2) 1 EACH- THRESHOLD (DS -3) 1 EACH- DRIP CAP ON FRAME ABOVE DOOR 1 EACH- FLOOR STOP (S-1) 1 EACH- DOOR SECURITY PLATE 6. METAL CLAD DOOR INSULATED (EXTERIOR FROM RECEPTION/WAITING) 1-1/2 PAIR- BUTTS (B-1) 1 EACH- PANIC BAR EXIT DEVICE (L-5) (PANIC BAR TO BE BELOW GLASS IN DOOR AND ABOVE PANEL AT BOTTOM OF DOOR) 1 EACH- CLOSER (C-1) 1 EACH- WEATHER SEAL (DS -1) 1 EACH- THRESHOLD (DS -3) 1 EACH- MAIL SLOT AND MAIL SLOT 1 EACH- HOOD (S-3) 1 EACH- DOOR SWEEP (DS -2) 1 EACH- DOOR SECURITY PLATE 7. INSULATED METAL DOOR (TECHNICIAN AREA FROM TECH TOILET) 1-1/2 PAIR- BUTTS (B-2) 1 EACH- CLOSER (C-1) 1 EACH- LOCK SET (PRIVACY) (L-3) 1 EACH- DOOR SWEEP (DS -2) 1 EACH- FLOOR MOUNTED STOP (S-1) 1 EACH- 3/8" BLACK FOAM DOOR SEAL AROUND JAMB. 8. WOOD DOOR (MANAGER TO SERVICE) 3. INSULATED METAL DOOR 1-1/2 PAIR- BUTTS (B-2) (TECHNICIAN AREA FROM LUNCH/WORK BASE PEMKO ROOM) 1 EACH- LOCKSET (L-4) US26D 1 EACH- DOOR SOUND SWEEP (DS -4) 1-1/2 PAIRS- BUTTS (B-2) 1 EACH- FLOOR MOUNTED STOP (S-1) 1 EACH- LATCHSET (PASSAGE) (L-2) -NO CLOSER 1 EACH- CLOSER (C-1) 1 EACH- TIMELY PRE -FINISHED STEEL FRAME 1 EACH- FLOOR MOUNTED STOP (S-1) US26D WATER RESISTANT GYP. BD. 1 EACH- DOOR SWEEP (DS -2) 9 HOLLOW METAL DOOR 1 EACH- 3/8" BLACK FOAM DOOR SEAL EXTERIOR FROM COMPRESSOR ROOM) AROUND JAMB. SARGENT, SCHLAGE TYPE L-1- 1-1/2 PAIRS- BUTTS (B-1) 4. WOOD DOOR (RECEPTION FROM 1 EACH- LOCKSET (L-1) OFFICE TOILET ROOM) 1 EACH- WEATHER SEAL (DS -1) L-4- 1 EACH- DOOR SWEEP (DS -2) 1-1/2 PAIR- BUTTS (B-2) 1 EACH- THRESHOLD (DS -3) 1 EACH- LOCKSET (PRIVACY) (L-3) 1 EACH- DRIP CAP ON FRAME ABOVE DOOR 1 EACH- DOOR SOUND SWEEP (DS -4) 1 EACH- DOOR SECURITY PLATE 1 EACH- FLOOR MOUNTED STOP (S-1) 1 EACH- FLOOR MOUNTED STOP (S-1) 1 EACH- CLOSER (C-1) 1 EACH- TIMELY PRE -FINISHED STEEL FRAME 5. WOOD DOOR - DOUBLE POCKET (MANAGER TO LUNCH/WORK ROOM) POCKET DOOR HARDWARE W/LOCK HARDWARE TO BE ADA ACCESSIBLE DOOR HARDWARE SCHEDULE NO SCALE OVERHEAD DOOR NOTE: ALL OVERHEAD DOORS TO BE PURCHASED, BY CBAC, FROM CORNELL STOREFRONT SYSTEMS, INSTALLED BY VENDOR. GC TO COORDINATE INSTALLATION. GC TO CALL CORNELL'S CONTACT BELOW TO REQUEST FIELD MEASUREMENTS, BY CORNELL'S INSTALLER, ONCE ALL ROUGH OPENINGS ARE FRAMED UP. FOLLOW UP WITH CBA PM ONCE REQUESTED. CONTACT: KRISTA BONAVINA PH: (800) 882-6773 EXT. 620 EMAIL: kbonavina@cornellstorefronts.com AlMETAL OVERHEAD DOOR I INSULATED, U -FACTOR = 0.125 - WITH EXHAUST PORT CENTERED IN BOTTOM PANEL - DOOR PRE -FINISHED BLACK PC -6, FURNISHED & INSTALLED BY O.H. DOOR CONTRACTOR ALL DOORS TO BE KEYED THE SAME 8„ 1'_8" 8„ 00 D11-3/4" THICK WOOD 1 -PANEL DOOR PAINTED PC -3 COMPRESSOR ROOM 109 DUMPSTER ENCLOSURE -CONTROL JOINTSI IN SLAB - CENTER ON BAYSI AS SHOWN TECHNICIAN AREA 108 M-7 TRENCH DRAINS, REF: STRUCT AND PLUMB C. J ClJ. ClJ. ClJ. ClJ. ClJ. C J. C J. C J. PROVIDE LEVEL LANDING AT MAN DOORS PER 8/A-1 FINISH FLOOR PLAN SCALE: 1/8" = 1'- 0" ALL HARDWARE BY SPECIFIED MAUFACTURER - NO SUBSTITUTIONS HINGES- HAGER, MCKINNEY DOOR SEAL- NATIONAL GUARD PRODUCTS, FLOOR BASE PEMKO B-1- HINGES BB1279 4-1/2 X 4 REMARKS US26D X NRP DS -1- WEATHERSTRIPPING 160VA ALUM. B-2- HINGES BB1279 4-1/2 X 4 DS -2- DOOR SWEEP 101VA ALUM. US26D OFFICE INTERIOR ACCENT WALLS - ENTRY/RECEPTION 101 DS -3- THRESHOLD 896V ALUM. B-3- HINGES 1279 4-1/2 X 4 DS -4- DOOR BOTTOM SEAL 220NA ALUM. US26D WATER RESISTANT GYP. BD. DS -S- GARAGE DOOR WEATHER SEE 2 & 3/A-7 10'-0" STRIPPING D45 X CLA 16 BL BRUSH LOCKSET- SARGENT, SCHLAGE TYPE L-1- LOCKSET LOG05LL US26D DOOR TRIM- TRIMCO, HALER L-2- LATCHSET 65U15LL US26D TILE FLOOR L-3- PRIVACY 65605LL US26D S-1- DOOR STOP 1233ES US26D L-4- LOCKSET 65G05LL US26D S-2- SLIDE BOLT 3920-4 US26D L-5- PANIC/PUSH BAR US26D S-3- MAIL SLOT 2085 US26D W/HOODED REF PLANS FOR ACCENT WALLS PC -2 PC -8 FRONT PLATE AND BACK PLATE DOOR CLOSERS- SARGENT, NORTON SERVICE C-1- DOOR CLOSER EN350-P9 MISCELLANEOUS - HEAVY DUTY M-1- SECURITY BAR EXIT SECURITY INC. MODEL NO. SB -01-0036 POCKET DOOR- HAGER 9630 BAR MOUNTED TO WALL DURING HEAVY DUTY POCKET DOOR KIT BUSINESS HOURS, SEE A-8. POCKET DOOR MORTISE LOCK *IF SPECIFIED ON HARDWARE SET MORTISE CYLINDER 4 HARDWARE SPECIFICATIONS NO SCALE D D �C - 6" 1 I B 1 ' ` INSULATED ICK 1-3/4" THICK B 1 B HOLLOW METAL C1 METAL' DOOR- INSULATED METAL DOOR- DOOR- PAINTED PC -6 ON GARAGE SIDE & PAINTED PC -6. GRILLE PC -3 ON OFFICE SIDE, PC -6 FOR VENTILATION TEMPERED SAFETY GLASS, H.M. DOOR AND FRAME. BOTTOM OF GLASS TO BE 43" MAX. A.F.F. 00 D�1-3/4" THICK WOOD DOOR W/TEMPERED SAFETY GLASS INSERT, SINGLE PANE, PAINTED PC -3 3 DOOR TYPES NO SCALE 0 I i� F 0 E1 TWO 1-3/4" THICK WOOD 1 -PANEL SLIDING DOORS, PAINTED PC -3 I L 2'-0 1/2" 5 3/4"L�t5 3/4" O M o04 f i� r7 o I� A SIGN STATING 'THIS DOOR TO REMAIN UNLOCKED WHEN BUSINESS IS OCCUPIED' SHALL BE PROVIDED AT THE FRONT EXIT DOOR. PANIC HARDWARE ABOVE PANEL AND BELOW GLASS MAIL SLOT AT 24" A. F. F. F1 1-3/4" THICK - INSULATED - RAISED PANEL METAL CLAD DOOR PAINTED PAINT COLOR PC -3 ON INTERIOR AND PC -6 ON EXTERIOR WITH MAIL SLOT. GLAZING TO BE DOUBLE -PANE TEMPERED SAFETY GLAZING WITH LOW -E TO MATCH WINDOWS. DOOR & HARDWARE NOTE: ALL DOORS, FRAMES AND HARDWARE TO BE PURCHASED FROM NATIONAL COOK AND BOARDMAN. CONTACT: TAMMYLYNN WILLIAMS EMAIL: CBATEAM@COOKANDBOARDMAN.COM G.C. TO REKEY THE BUILDING WITH A SINGLE KEY FOR ALL EXTERIOR DOORS AND A SEPARATE KEY FOR THE MANAGER'S OFFICE TWO WEEKS PRIOR TO STORE OPENING. TECH. TOILE 107 M-7 PROVIDE LEVEL LANDING AT MAN DOORS PER 8/A-1 ORCH 100 ROOM FINISHES SCHEDULE N0. ROOM NAME FLOOR BASE WALLS CEILING CLG HT. REMARKS OFFICE INTERIOR WALLS - ENTRY/RECEPTION 101, SERVICE 102, TOILET 103, MANAGER 104, LUNCH WORKROOM 105 SEMI -GLOSS VINYL BASE SW 7015 REPOSE GRAY TYP ORANGE PEEL TEXTURE PER A-10 PC -2 OFFICE INTERIOR ACCENT WALLS - ENTRY/RECEPTION 101 100 PORCH REFER 5/A-1 NONE RE: WATER RESISTANT GYP. BD. VARIES SEE 2 & 3/A-7 10'-0" SW 7006 EXTRA WHITE PROVIDE SCHLUTER ROUNDED BULLNOSE RONDEC - COLOR: IVORY - FOR TOP COUNTERTOP RECEPTION AREA) - WALL GROUT 93 WARM EXTERIOR ELEVATIONS ORANGE PEEL TEXTURE PC -4 FLAT WHITE 101 RECEPTION WAITING / TILE FLOOR WOOD BASE- PAINTED GYP. BD.- TEXTURED, PAINTED PC -1 GYP. BD. -TEXTURED, PAINTED 9'-0" A.F.F. TRIM AND BASE - PAINTED PC -3 AND COUNTERTOPS PRE-FINISHED/FACTORY FINISHED VINYL OR ALUMINUM OR METAL AS SPECIFIED ON A-6 TO MATCH PAINT COLORS LISTED. M-1 PC -3 REF PLANS FOR ACCENT WALLS PC -2 PC -8 SW 6258 TRICORN BLACK RE: A-10 FOR ELEVATIONS 102 SERVICE TILE FLOOR WOOD BASE- PAINTED GYP. BD.- TEXTURED, PAINTED GYP. BD. -TEXTURED, PAINTED 9'_0" A.F.F. TRIM AND BASE - PAINTED PC -3 PC -8 ALL SOFFITS/CEILING & INTERIOR OFFICES - FLAT M-1 PC -3 PC -1 PC -8 ALL SOFFITS/CEILINGS FLAT SHEET EXCEPT TECH AREA GE CEILING AS NOTED IN PC 12, ALL GYP BIRD TO BE TEXTURED ORANGE PEEL RE: A-10 FOR ELEVATIONS 103 RECEPT. TOILET ROOM TILE FLOOR M-1 AMI BASE AND LATIE R EATER RESISTANT „GYP. BD. TEXTURE PAINTED PAINTED WALL YVATER RESISTANT GYP. BD. TAINTED PC -8 PC -10 RE: A-10 FOR ELEVATIONS 3'-0" a M-7 INTEGRAL COLORED CONCRETE TILEIMA3AVE BEL�WA4.F�„CRAy11C F. rr PC -11 9'-0” A.F.F. 104 MANAGER TILE FLOOR WOOD BASE- PAINTED GYP. BD.- TEXTURED, PAINTED GYP. BD. -TEXTURED, PAINTED 9 _0" A.F.F. TRIM AND BASE - PAINTED PC -3 SW 7006 EXTRA WHITE M-1 PC -3 PC -1 PC -8 M-9 RE: A-10 FOR ELEVATIONS 105 LUNCH / WORK ROOM TJL1 FLOOR MNYL BASE- GYP. BD.- TEXTURED, PAINTED GYP. BD. -TEXTURED, PAINTED 9'-0" A.F.F. WATER 3'-0" SALADO QUARRY. MORTAR COLOR 1 M-11 CAST STONE D. ON WALL BEHIND SINK COUNTER TOP. 106 COORIDOR TMILE FLOOR WOOD BASE- PAINTED GYP. BD.- TEXTURED, PAINTED GYP. BD. -TEXTURED, PAINTED 9'_0" A.F.F. 3'-0" 6'-8" M-1 PC -3 PC -1 PC -8 18/A-9 107 TECH TOILET INTEGRAL COLORED VINYL BASE- WATER RESISTANT GYP. BD., W�WHITE FRP WATER RESISTANT GYP. BD. g'_0" A.F.F. GYP. BRD. TEXTURED - ORANGE PEEL FINISH 7'-0" CONCRETE FOUNDATION M-2 PANELS TO 4'-6 A.F.F., PAIN PC -12 PAINTED PC -8 8/A-9 108 TECHNICIAN AREA INTEGRAL COLORED VINYL BASE- M-2 GYP. BD. PLY OOD - P,AI QED GREEN, C-7, BELO 7-0„ GYP. BD. -TEXTURED, PAINTED 14'-0" A.F.F. GYP. BRD. TEXTURED - ORANGE PEEL FINISH 6'-8" CONCRETE FOUNDATION B1 B HITE PC -12 ABOV 7 -0 PC -12 6/A-9 109 COMPRESSOR ROOM INTEGRAL COLORED NONE PLYWOOD, UNFINISHED OPEN TO STRUCTURE VARIES DUMPSTER NCLOSURE - PAINT INTERIOR FACE OF 12'-0" CONCRETE FOUNDATION Al MASONRY 10/A-9 BLOCK TO ATCH -5 REF: OTES 0 A-1 PAINT AND MATERIALS MAR AREA OR ELEMENT TO BE PAINTED SHEEN COLOR BENJAMIN MOORE SHERWIN WILLIAMS OTHER REMARKS PC -1 OFFICE INTERIOR WALLS - ENTRY/RECEPTION 101, SERVICE 102, TOILET 103, MANAGER 104, LUNCH WORKROOM 105 SEMI -GLOSS VINYL BASE SW 7015 REPOSE GRAY TYP ORANGE PEEL TEXTURE PER A-10 PC -2 OFFICE INTERIOR ACCENT WALLS - ENTRY/RECEPTION 101 HIGH -GLOSS B - HOME DEPOT - "DAL -TILE" STONE DECOR GLACIER - SW 7015 REPOSE GRAY SILL ORANGE PEEL TEXTURE PER A-10 PC -3 ALL TRIM, MOLDINGS, BASE BOARDS AND INTERIOR DOORS SEMI -GLOSS 10'-0" SW 7006 EXTRA WHITE PROVIDE SCHLUTER ROUNDED BULLNOSE RONDEC - COLOR: IVORY - FOR TOP COUNTERTOP RECEPTION AREA) - WALL GROUT 93 WARM PC -4 EXTERIOR ORANGE PEEL FINISH STUCCO/PORCH FLAT WHITE GRAY - STAINLESS STEEL SCHLUTER TRI AT EDGES M-4 PC -5 FASCIA, SOFFITS, GUTTERS SEMI -GLOSS LACEY PEARL 2018-70 SW 7001 MARSHMALLOW AND COUNTERTOPS PRE-FINISHED/FACTORY FINISHED VINYL OR ALUMINUM OR METAL AS SPECIFIED ON A-6 TO MATCH PAINT COLORS LISTED. PC -6 BAY DOORS & MASONRY PERPENDICULAR TO DOORS. EXTERIOR DOORS AND H.M. FRAMES. SEMI -GLOSS BLACK BLACK SW 6258 TRICORN BLACK WORKROOM -TO -TECHNICIAN AREA DOOR, RESTROOM TO TECHNICIAN AREA DOOR. USE FACTORY PRE -MIX BLACK. PC -7 TECH AREA 108 WALL BELOW 7'-0" A.F.F. HIGH -GLOSS CHROME GREEN SW 6468 HUNT CLUB M-5 BRICK PC -8 ALL SOFFITS/CEILING & INTERIOR OFFICES - FLAT FLAT SUPER WHITE SW 7006 EXTRA WHITE MORTAR COLOR WHITE" ALL SOFFITS/CEILINGS FLAT SHEET EXCEPT TECH AREA GE CEILING AS NOTED IN PC 12, ALL GYP BIRD TO BE TEXTURED ORANGE PEEL PC -9 TECHNICIAN AREA 108 FLOOR - INTEGRAL COLORED CONCRETE FOUNDATION CERTAINTEED LANDMARK 30 AR INSTALL OVER PLYWD AND 30LB. FELT (PER MANUF. REC.) LUNCH ROOM TO TECHNICIAN AREA TEMPERED SAFETY GLAZING PC -10 (NOT USED) 3'-0" a M-7 INTEGRAL COLORED CONCRETE 1. SOLOMON - 'DESERT TAN' (P,OH/DER) �. SCOFIELD - 'SPRING BEIGE' (LIQUID PC -11 (NOT USED) 7/A-9 AND POWDER 3. DAVIS - OMMAHA TAN LISTED COLORS. PC -12 TECH AREA 108 WALL ABOVE 7'-0" A.F.F. - TECH TOILET 107 WALLS - TECH AREA 108 SHOP CEILING SEMI -GLOSS SUPER WHITE SW 7006 EXTRA WHITE TECH AREA 108 CEILING SEMI -GLOSS SHEEN ORANGE PEEL TEXTURE PER A-10 PC -13 DOWNSPOUT SEMI -GLOSS M-9 NOT USED 8/A-9 ALL N SOME DOWNSPOUTS ONE DOWNSPOUT MAY RATCH THE ELOR QUIRE R BEHIND 3 IIFFERENTOCOLORS.T M-1 PORCELAIN FLOOR TILE DAL -TILE FLOOR TILE STYLE: WILLOW BEND GLAZED PORCELAIN TILE FLOOR GROUT: COLOR TO MATCH TILE O COLOR: DARK BROWN WB03 SIZE: 6 X 24 PATTERN: 1/3 3/16" GROUT JOINT M-2 VINYL BASE 4" BASE, ROPPE-100 BLACK TYP WIDTH M-3 CERAMIC TILE BASE/WALL A - FLOOR AND DECOR -CREMA MARFIL POLISHED MARBLE WALL TILE- SIZE: 8"X12" B - HOME DEPOT - "DAL -TILE" STONE DECOR GLACIER - JAMB SILL LOCATION (FROM/TO) PROVIDE SCHLUTER COVE -BASE DILEX-AHK - COLOR: IVORY 12%14%1Omm MARBLE LINEAR MOSAIC WALL TILE FOR UNDER ***VERIFY TILE SPEC WITH OWNER PRIOR TO PURCHASE*** 10'-0" PROVIDE SCHLUTER ROUNDED BULLNOSE RONDEC - COLOR: IVORY - FOR TOP COUNTERTOP RECEPTION AREA) - WALL GROUT 93 WARM Al MASONRY 10/A-9 ROW. - WALL GROUT MAPEI 49 LIGHT ALMOND CUSTOMER RESTROOM GRAY - STAINLESS STEEL SCHLUTER TRI AT EDGES M-4 PLASTIC LAMINATE ON CABINETS A - EXTERIOR UPPER CABINETS - WILSONART - GREY MATT FINISH 1500-60 INTERIOR- WHITE MELAMINE M -4D - SEE BELOW NOTES. 2 AND COUNTERTOPS B - EXTERIOR LOWER CABINETS - WILSONART - SLATE GREY MATT FINISH D91-60 6'-8" B1A 4" H.M. HEAD C - OFFICE COUNTERTOPS - WILSONART - SLATE GREY MATT FINISH D91-60 16/A-9 N N 15/A-9 D - CUSTOMER COUNTERTOP - SILESTONE - CEMENTO - 90' EDGE - POLISHED TECHNICIAN AREA TO EXTERIOR PROVIDE DRIP CAP AT TOP OF DOOR M-5 BRICK ACME BRICK CO.,, 8" NOM. 2 1/4" MODULAR BRICK, COLOR: BURGUNDY ALL BRICK SHALL BE SEALED W/ P�OSOCO #.40093 BLOCK- RUNNING BOND PATTERN, MASONRY CONTROL JOINTS AS C1 MORTAR COLOR WHITE" GUARD & GRAFFITI CONTROL. USE DRYBLOC IN MORTAR MIX. SHOWN ON EXTERIOR ELEVATIONS M-6 ARCHITECTURAL COMPOSITION SHINGLES CERTAINTEED LANDMARK 30 AR INSTALL OVER PLYWD AND 30LB. FELT (PER MANUF. REC.) LUNCH ROOM TO TECHNICIAN AREA TEMPERED SAFETY GLAZING COLOR: HUNTER GREEN" 3'-0" a M-7 INTEGRAL COLORED CONCRETE 1. SOLOMON - 'DESERT TAN' (P,OH/DER) �. SCOFIELD - 'SPRING BEIGE' (LIQUID G.C. TO COLOR THE SLAB WITH ONE OF THE APPROVED 12/A-9 7/A-9 AND POWDER 3. DAVIS - OMMAHA TAN LISTED COLORS. M-8 BRICK ACME BRICK CO.,, 8" NQM. 2 1/4" MODULAR BRICK, COLOR: GLACIER WHITE ALL BRICK SHALL BE SEALED W PROSOCO ##40093 "DRYBLOCK" RUNNING BOND PATTERN, MASONRY CONTROL JOINTS AS 7'-0" MORTAR COLOR WHITE BLOCK -GUARD & GRAFFITI CONTROL. USE IN MORTAR. SHOWN ON EXTERIOR ELEVATIONS M-9 NOT USED 8/A-9 4/A-9 M-10 LIMESTONE 1 1/2" THIN LIMESTONE VENEER OVER 4" CMU BASE BLOCK "WHITE" 6 3'-0" SALADO QUARRY. MORTAR COLOR F1 M-11 CAST STONE PRE -CAST STONE WATERTABLE AND SILL, COLOR: WHITE, SEE A-5 FOR PROFILE 23/A-9 PANT AND MATERIALS SCHEDULE NO SCALE DOOR SCHEDULE N O �� TYP WIDTH HEIGHT TYPE FR. TYPE HEAD JAMB SILL LOCATION (FROM/TO) REMARKS O CO 1 10'-0" 10'-8" Al MASONRY 10/A-9 5/A-9 1/A-9 TECHNICIAN AREA TO EXTERIOR PROVIDE EXTENSION TRACKS TO LIFT DOORS TO 13'-6" A.F.F. 2 3'-0" 6'-8" B1A 4" H.M. HEAD 17/A-9 16/A-9 N N 15/A-9 ®� TECHNICIAN AREA TO EXTERIOR PROVIDE DRIP CAP AT TOP OF DOOR FRAME. 3 3'-0" 6'-8" C1 4" H.M. HEAD 24/A-9 24/A-9 2/A-9 LUNCH ROOM TO TECHNICIAN AREA TEMPERED SAFETY GLAZING 4 3'-0" a 7'-0" D1 TIMELY STEEL 12/A-9 7/A-9 3/A-9 RESTROOM TO RECEPTION /WAITING NO SIGNAGE ON DOOR, SEE 5/A-10 FOR SIGNAGE DETAIL 5 4'-0" 7'-0" E1 WOOD 8/A-9 8/A-9 4/A-9 LUNCH ROOM TO MANAGER DOUBLE POCKET SLIDING DOOR 6 3'-0" 6'-10" F1 H.M. 22/A-9 23/A-9 - RECEPTION/WAITING TO EXTERIOR FRONT THRESHOLDR©PFLOORING.DE ST MPEREDB SAFETY GLAZING ER 7 3'-0" 6'-8" B1 A 4" H.M. HEAD 18/A-9 18/A-9 14/A-9 RESTROOM TO TECHNICIAN AREA NO SIGNAGE ON DOOR, SEE 5/A-10 FOR SIGNAGE DETAIL 8 3'-0" 7'-0" D2 TIMELY STEEL 8/A-9 8/A-9 3/A-9 MANAGER TO SERVICE 9 3'-0" 6'-8" B1 B 4" H.M. HEAD 11/A-9 6/A-9 15/A-9 COMPRESSOR ROOM TO EXTERIOR PROVIDE DRIP CAP AT TOP OF DOOR **NOTE ROOF SLOPE & VERIFY ROOF FRAME. DOOR HT. @ COMPRESSOR 10 12'-0" 12'-0" Al MASONRY 10/A-9 5/A-9 1/A-9 TECHNICIAN AREA TO EXTERIOR PROVIDE EXTENSION TRACKS TO LIFT DOORS TO 13'-6" A.F.F. NOTE: CONTACT DAL -TILE FOR PRICING: CHARLIE JUHL (713) 956-1900, Cell (218) 831-2952 NOTE: M-10 LIMESTONE VENEER AS SUPPLIED BY SALADO QUARRY - www.saladoquarry.com INSTALL PER SALADO QUARRY RECOMMENDATIONS AND PER BUILDING STONE INSTITUTE RECOMMENDED PRACTICES NOTE: M4 -D a. Countertop edges to be butt joints. Countertop thickness to be 3cm and drop down leg thickness to be 6cm. Drop down legs to be factory laminated together. b.Support brackets under counter to be stud mounted and no more than 24" apart. pbwf pssa Ura ��eN CAA o` g D`J\�� ICON Architects i n c o r P o r a t e d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com X0/28/20 I Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: FINISH FLOOR PLAN AND SCHEDULES Drawing No. A�201 9RH-1-2020 N O �� o N w a ®� .�� O CO O N N ®� � �--� r--1 a X0/28/20 I Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: FINISH FLOOR PLAN AND SCHEDULES Drawing No. A�201 9RH-1-2020 N O �� o w a L x .�� X0/28/20 I Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: FINISH FLOOR PLAN AND SCHEDULES Drawing No. A�201 9RH-1-2020 I I I I I I I I I I I I I I I --- — — — — — — — 11 ewli I --r--------- I I I I I I I I I I I I 1 1 4.0 4 NATURAL GAS DETER, ELECTRICAL MEEERS, I I r REF: PLUMB REF: ELEC I I 1 HVAC I I I ORCH 100 — ----------I I I I I I I I I I I I I I I I I I I I I I I I I 2A Le 1.4 LO 2 EQUIPMENT PLAN Z SCALE; 1/8" = 1'- 0" EQUIPMENT SCHEDULE NO. EQUIPMENT NOTES 1 LIGHT REEL MOUNT TO PASSENGERS SIDE OF LIFT: BAYS 1, 2, 3, 4, 6, 7, 8, 9 AND TO DRIVERS SIDE OF LIFT BAY 10 2 AIR REEL MOUNT TO PASSENGER SIDE OF ALL LIFTS MOUNT TO CENTERLINE OF PILASTERS © 96" A.F.F. 3 WATER REEL MOUNT TO CENTERLINE OF PILASTERS: BETWEEN BAYS 2&3. 7&8 B.O. REEL @ 60" A.F.F. 4 LIFT ADAPTERS MOUNT TO CENTERLINE OF PILASTERS: BETWEEN BAYS 1&2. 3&4, 6&7, 8&9 5 EXHAUST HOSE REEL MOUNT TO CENTERLINE OF PILASTERS: BETWEEN BAYS 1&2. 3&4, 6&7 @ 72" A.F.F. 6 OIL DISPENSERS MOUNT ON BACK WALL IN LINE WITH CENTERLINE OF PILASTERS: BETWEEN BAYS 3&4, 6&7 @ 72" A.F.F. TO BOTTOM OF BASE 7 STRUT COMPRESSOR MOUNT TO CENTERLINE OF PILASTERS: BETWEEN BAY 8&9 © 26.5" A.F.F. 8 BENCH/GRINDER STAND 16" FROM BACK WALL, 30" FROM BRAKE LATHE 9 BRAKE LATHE co 10 PARTS WASHER POSITION ON SHOP END WALL, 10' FROM BACK WALL 11 TIRE MACHINE POSITION ON SHOP END WALL, 10' FROM FRONT BAY DOOR WALL 12 TIRE BALANCER POSITION ON SHOP END WALL, 5'-6" FROM FRONT BAY DOOR WALL 13 NEW OIL CONTAINER POSITION IN CORNER, SHOP END WALL AND BACK WALL 14 WORK BENCH POSITION ON CENTERLINE OF BAYS: 2, 4, 7, 8 15 FIRE EXTINGUISHER SEE SHEET A-2 16 TRIPLE RHINO TANK POSITION ON SHOP REAR WALL, NEXT TO NEW OIL CONTAINER 17 STORAGE SHELF N 18 55 GALLON DRUM POSITION ON SHOP REAR WALL, NEXT TO TRIPLE RHINO TANK 19 55 GALLON DRUM POSITION ON SHOP REAR WALL, NEXT TO OTHER 55 GALLON DRUM *NOTE: POWER FOR LIFTS IS LOCATED ON PASSENGER SIDE BAYS 1-4 AND BAYS 6-9 POWER FOR ALIGNMENT RACK, BAY 5, IS LOCATED AT THE FRONT DRIVERS SIDE. REF: E-3.01 EQUIPMENT SCHEDULE NO SCALE CONDENSER UNIT, REF: MECH J i D o0M CONArchitects I n c o r p o rate d 4.0 I I I — — — — — 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com �P�OF CO`o90 CO JOHN k O BRUTSCHE� * Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: EQUIPMENT FLOOR PLAN peuonass Drawing No. CAA A11111111202 9RH-1-2020 C'� +> � co n Q � bD ® N N .� - bC r --I TnDa N o a) LO x •� � �P�OF CO`o90 CO JOHN k O BRUTSCHE� * Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: EQUIPMENT FLOOR PLAN peuonass Drawing No. CAA A11111111202 9RH-1-2020 FINISH NOTES 1. INSTALL FINISH MATERIALS IN STRICT ACCORDANCE WITH SPECIFICATIONS AND/OR MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHICHEVER IS MOST STRINGENT. 2. INSPECT SUBSTRATE PRIOR TO INSTALLATION OF ALL FINISHES. ALL SURFACES TO BE PROPERLY PREPARED PRIOR TO INSTALLATION OF FINISH PER SPECIFICATION AND/OR MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHICHEVER IS MOST STRINGENT. 3. PREPARE CONCRETE FLOOR SLAB TO RECEIVE SPECIFIED FLOOR MATERIAL. PROVIDE FLOOR STONING OR LEVELING CONCRETE AS REQUIRED TO INSURE SMOOTH AND LEVEL SURFACE. PATCH ANY CRACKS 1/8" IN WIDTH OR GREATER OR SPAWLED AREAS GREATER THAN 1/4" DIAMETER PRIOR TO INSTALLATION. COORDINATE WITH FLOORING SUBCONTRACTOR. 4. PROVIDE APPROPRIATE TRIM, CONSISTENT WITH FLOORING TYPE, AND/OR REDUCER STRIPS AT ALL BUTT JOINTS BETWEEN DISSIMILAR FLOORING MATERIALS AND AT ALL FLOORING TERMINATION'S OTHER THAN AT BASE OF PARTITIONS. 5. INSTALL RESILIENT BASE WITH TIGHT BUTT JOINTS. ADHERE TIGHTLY TO WALL SURFACE AND INSURE BASE IS FLAT TO WALL AT INSIDE AND OUTSIDE CORNERS. PLAN BASE INSTALLATION AND CUT PIECES SO THAT NO PIECE IS SHORTER THAN 2'-0" IN LENGTH. USE STRAIGHT BASE AT CARPET (AS OCCURS) AND COVED BASE AT RESILIENT ROLL FLOORING OR V.C.T. (UNLESS NOTED OTHERWISE). USE OF PERFORMED PIECES IS NOT PERMITTED. REFER TO FINISH SCHEDULE FOR TYPE, LOCATION, AND EXTENT OF SCHEDULED BASE. 6. PREPARE ALL WALL SURFACES AND EXPOSED STRUCTURAL COLUMNS TO PROVIDE SMOOTH, EVEN SUBSTRATE FOR APPLICATION OF SPECIFIED FINISH. SAND, FILL, PATCH. TAPE AND FLOAT SURFACES TO FILL ALL HOLES. REMOVE ALL DUST, ADHESIVE, DRYWALL MUD OR OTHER SUBSTANCES FROM SURFACES, AND REPAIR ALL CONSTRUCTION DAMAGE TO SURFACES PRIOR TO APPLICATION OF FINISHES. POWER AND COMMUNICATION NOTES 1. STANDARD HEIGHT WALL -MOUNTED ELECTRICAL RECEPTACLES AND TELEPHONE/DATA JACKS SHALL BE MOUNTED VERTICALLY IN COMPLIANCE WITH REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT AND LOCAL BUILDING ORDINANCES UNLESS NOTED OTHERWISE. WALL SWITCHES SHALL BE MOUNTED IN COMPLIANCE THE SAME. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSTALLATIONS OF ALL EQUIPMENT PROVIDED BY OWNER. HE SHALL BE RESPONSIBLE FOR ALL REQUIRED CLEARANCES, ELECTRICAL AND PLUMBING REQUIREMENTS. 3. CONTRACTOR SHALL PROVIDE JUNCTION BOXES WITH PULL STRINGS. STUB OUT CONDUIT 6" ABOVE FINISHED CEILING FOR ALL TELEPHONE, DATA, AND SECURITY CONNECTIONS FOR SYSTEMS AND EQUIPMENT FURNISHED AND INSTALLED UNDER SEPARATE CONTRACT TO TENANT. 4. SWITCH PLATE, BOX COVER PLATE AND RECEPTACLE FACE PLATE COLORS SHALL BE WHITE IN THE OFFICE, BLACK ON THE GARAGE SHOP WALLS AND STAINLESS STEEL ON THE GARAGE SHOP CEILING. SWITCHES AND RECEPTACLES SHALL MATCH FACE PLATE COLOR (EXCEPT ISOLATED GROUND OR OTHER SPECIALIZED ELECTRICAL RECEPTACLES ALL ARE WHITE). 5. ADJACENT RECEPTACLES SHALL BE GANGED WHEN POSSIBLE. IF THEY CANNOT BE GANGED, THEY SHALL BE INSTALLED WITH MINIMUM OF DISTANCE BETWEEN UNITS. INSTALL RECEPTACLES AND COVER PLATES SO THAT THEY ARE SQUARE WITH ADJACENT CONSTRUCTION (E.G. WALL CORNERS, INTERIOR GLAZING, DOOR FRAMES) AND HAVE NO GAPS OR VISIBLE EXPOSED WALL SURFACE WHERE COVER PLATES ABUT ONE ANOTHER. 6. ELECTRICAL RECEPTACLES AND WALL BOXES SHALL BE SUPPORTED BY STUD AT ALL LOCATIONS. GENERAL ACCESSIBILITY NOTES 1. AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE PROVIDED FROM BUILDING ENTRY TO AT LEAST ONE BUILDING EXIT. DOORS, OPERATING HARDWARE, CLOSING OR OPENING DEVICES AND OTHER ELEMENTS OF THE ACCESSIBLE ENTRANCE SHALL COMPLY WITH THE RELEVANT STANDARDS CONTAINED WITHIN THE LOCAL CITY LAWS, ORDINANCES AND BUILDING CODES IN FORCE AT THE TIME OF PERMIT. (REFER TO DOOR AND HARDWARE ACCESSIBILITY NOTES BELOW) 2. THE BUILDING SHALL BE ACCESSIBLE FROM THE SIDEWALK, HANDICAPPED PARKING ADJACENT THERETO AND SHALL PROVIDE AN ACCESSIBLE PATH OF TRAVEL FROM THE STREET ACROSS THE SITE TO THE BUILDING ENTRY AND THROUGH THE BUILDING TO THE SECOND REQUIRED EXIT. 3. FIXTURES AND EQUIPMENT PROVIDED AS PART OF THE LEASE CONSTRUCTION SHALL BE ACCESSIBLE AS SPECIFIED IN THE ABOVE REFERENCED STANDARDS. AT LEAST ONE ACCESSIBLE FIXTURE, LOCATED ON AND ACCESSIBLE FROM THE ACCESSIBLE ROUTE OF TRAVEL THROUGH THE LEASE SHALL ACCOMMODATE PHYSICALLY CHALLENGED INDIVIDUALS. CONTROLS, OPERATING ELEMENTS AND OTHER PHYSICAL CHARACTERISTICS OF THESE FIXTURES OR EQUIPMENT SHALL PERMIT OPERATION BY INDIVIDUALS WITH DISABILITIES OR IMPAIRMENTS. 4. THE NEEDS OF IMPAIRED OR DISABLED INDIVIDUALS SHALL BE ACCOMMODATED IN THE DESIGN AND PROVISION OF THE SYSTEM FOR PUBLIC INFORMATION(IF ANY) AND ALERT (E.G. FIRE ALARMS). PROVIDE STROBES, ANNUNCIATORS AND PULL STATIONS (AS REQUIRED BY BUILDING AND FIRE CODES) WHICH COMPLY WITH RELEVANT SPECIFICATIONS IN THE ABOVE REFERENCED STANDARDS. 5. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATION DEVICES ON DOORS, WINDOWS, CABINETS, AND OTHER FIXTURES OR EQUIPMENT SHALL HAVE LEVER OR OTHER SHAPED HANDLES OR PULLS WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. REFER TO NOTES BELOW FOR DOORS. 6. TOILET ROOMS SHALL BE ACCESSIBLE AND PROVIDE PROPER DISTANCES FOR FRONT APPROACH TO WATER CLOSET AND LAVATORY. PROVIDE CRAB BARS, SECURELY ANCHORED TO RESIST A CONCENTRATED LOAD OF 250 LBS. APPLIED IN ANY DIRECTION AT ANY POINT ON THE BAR IN COMPLIANCE WITH TEXAS ACCESSIBILITY STANDARD'S LOAD RESISTANCE REQUIREMENTS. PROVIDE ACCESSIBLE LAVATORIES, TOWEL DISPENSERS, MIRRORS, SOAP DISPENSERS AND ROLLED TISSUE DISPENSERS IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT SPECIFICATIONS. 7. ALL COUNTERS, RETAIL DISPLAY AND POINT-OF-PURCHASE MERCHANDISE DISPLAY SHALL COMPLY WITH ACCESSIBLE APPROACH REQUIREMENTS AND SIDE OR FORWARD REACH LIMITATIONS AS DOCUMENTED I THE AMERICANS WITH DISABILITIES ACT STANDARDS. 8. SIGNAGE, AS REQUIRED OR PROVIDED, SHALL COMPLY WITH THE RELEVANT SPECIFICATIONS OF THE STANDARDS. ACCESSIBILITY NOTES- DOORS AND HARDWARE 1. DOORS ENTERING SPACES SHALL BE PART OF AN ACCESSIBLE ROUTE OF TRAVEL AS DEFINED IN THE ABOVE REFERENCED STANDARDS. ENSURE THAT THE OPEN FLOOR AREA AT BOTH SIDES OF THE ENTRANCE DOOR PROVIDES ADEQUATE SPACE FOR FRONT OR SIDE APPROACH AND THAT THE SURFACES COMPRISING THE APPROACH ARE FIRM, SLIP RESISTANT AND FREE OF IRREGULARITIES. 2. PROVIDE AT LEAST 1 DOOR INTO EACH ACCESSIBLE SPACE WHICH COMPLIES WITH THE STANDARDS REFERENCED ABOVE. EACH DOOR THAT IS AN ELEMENT OF THE ACCESSIBLE ROUTE WITHIN THE BUILDING AND ALL DOORS WHICH ARE REQUIRED FOR EGRESS SHALL COMPLY WITH THE STANDARDS. ALL DOORS SHALL BE PROVIDED WITH A CLEAR FLOOR SPACE WHICH ALLOWS A FORWARD OR SIDE APPROACH AND ACCESS TO ALL CONTROLS OR HARDWARE. 3. ALL DOOR HARDWARE IS BRUSHED CHROME FINISH. 4. ALL SWINGING DOORS SHALL BE EQUIPPED WITH LEVER HANDLES OPERATING LATCH OR LOCK. STOREFRONT DOORS SHALL HAVE PULL OR PUSH HARDWARE WHICH IS EASY TO GRIP AND PERMITS DIFFERENTLY ABLED INDIVIDUALS TO READILY OPEN THE DOOR FOR PAIRS OF DOORS, THE ACTIVE LEAF SHALL COMPLY WITH THE RELEVANT SPECIFICATIONS OF THE STANDARDS REFERENCED ABOVE. 5. FLOORING SHALL NOT BE MORE THAN 1/2" BELOW THRESHOLDS AT DOORS. JOINTS AT DISSIMILAR FLOORING MATERIALS SHALL NOT EXCEED 1/2" DIFFERENCE IN HEIGHT AT THE LINE OF TRANSITION IN COMPLIANCE WITH THE ABOVE REFERENCED STANDARDS. (STANDARD BUILDING CODE) RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 6. LANDINGS AT DOORS SHALL BE LEVEL EXCEPT FOR EXTERIOR DOORS WHERE THE LANDING MAY BE SLOPED AT NO GREATER THAN 1/4" PER FOOT. LANDINGS SHALL COMPLY WITH THE STANDARD BUILDING CODE. NO EXIT SHALL HAVE A SLOPE EXCEEDING 1 VERTICAL IN 12 HORIZONTAL. LANDING DIMENSION IN DIRECTION OF TRAVEL SHALL NOT BE LESS THAN 5'-0" IN LENGTH. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED EXIT CORRIDOR WIDTH TO LESS THAN 42" AND SHALL NOT THE REQUIRED WIDTH BY MORE THAN 3-1/2" WHEN IN FULLY OPEN POSITION. RAMP AND/OR EXIT CORRIDOR SURFACES SHALL HAVE SLIP RESISTANT SURFACES. 7. MAXIMUM OPENING FORCE FOR DOORS LOCATED ALONG AN ACCESSIBLE ROUTE OF TRAVEL, REQUIRED BY ABOVE REFERENCED STANDARDS, SHALL NOT EXCEED 5 LBS. FOR INTERIOR HINGED DOORS AND 7.5 LBS FOR EXTERIOR HINGED DOORS, 5 POUNDS OF SLIDING OR FOLDING DOORS, OR 5 LBS FOR INTERIOR HINGED DOORS. FORCES SHALL BE MEASURED WHEN APPLIED TO THE LATCH SIDE OF THE DOOR ALL DOORS INSTALLED SHALL BE TESTED FOR CONFORMANCE. ADJUST CLOSER TENSION AND CLOSING SPEED TO COMPLY WITH OPENING FORCE REQUIREMENTS AND ENSURE SAFETY OF PATRONS. 8. FOR DOORS EQUIPPED WITH CLOSERS, THE CLOSING SPEED SHALL BE ADJUSTED SO THAT THE DOOR WILL REQUIRE A MINIMUM OF 3 SECONDS TO CLOSE FROM AN OPEN POSITION AT 70 DEGREES TO A POINT 3" FROM THE LATCH. REFER TO THE HARDWARE SCHEDULE FOR CLOSERS REQUIRED. 9. DOORS WHICH SERVE AS REQUIRED EXITS SHALL BE CLEARLY MARKED WITH SIGNAGE MOUNTED ON DOOR WHICH STATES, "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". LETTERS SHALL NOT BE LESS THAN 1" HIGH AND LOCATED ON A CONTRASTING BACKGROUND. WHEN UNLOCKED, THE SINGLE EXIT DOOR SHALL BE FREE TO SWING, IN THE DIRECTION OF EXIT TRAVEL, WITHOUT THE OPERATION OF ANY LATCHING DEVICE. SINGLE PLY ROOF ABOVE COMPRESSOR ROOM N w 0- .. O ROOF SLOPES TO DUMPSTER ENCLSOURE PARAPET WALL - AROUND COMP. ROOM AND DUMPSTER ENCLOSURE 3 ROOF PLAN SCALE: 1 /8" = 1'- 0" wIN SOFFITS VENTED, REF: A-6 GUTTER AND DOWNSPOUTS, TYP. Z 22"X30" ATTIC ACCESS SEE DETAIL 4/A-3 COMP. SHINGLE ROOF, M-6 GUTTER AND DOWNSPOUTS, TYP. /- SOFFITS VENTED, REF: A -6 - GUTTER AND DOWNSPOUTS, TYP. r W N 0 - - J U) ALL ROOF PENETRATIONS TO BE LOCATED BETWEEN RIDGE AND 10' OFF BACK WALL � I I ROOF NOTE: ALL ROOF PENETRATIONS TO BE PAINTED BLACK. WIN a 0 J N (o CONT. RIDGE VENT SOFFITS VENTED, REF: A-6 • • • •' Ty IT, • gq 0 D_ ' O .. J In COMP. SHINGLE ROOF, M-6 GUTTER AND DOWNSPOUTS, TYP. 22"X30" ATTIC - ACCESS SEE DETAIL 4/A-3 it LADDER BLOCKING E. J. CENTER LIGHT I AT CEILING DRYWALL E.J. E. J. OVER SINK In EXPANSION JOINTS ro r ® 0I - -L�- - - - - - - - - - - - - - 3 N II ® - - 13'-6" I I I I I I I I I I CEILING DRYWALL EXPANSION JOINTSI I I I I I I 0 } I I I I I I I - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - ----- ----- ----- TYP. I TYP. REFLECTED CEILING PLAN SCALE: 1/8" = 1'- 0" TRUSSES GYP. BOARD CEILING '-1x4 WOOD TRIM AS SCHED. PAINTED TO MATCH CEILING 1 /2" PLYWOOD LAY -IN ATTIC ACCESS PANEL PAINTED TO MATCH CEILING i1 ATTIC ACCESS SECTION -4 SCALE: 3/4" = 1'- 0" LIGHTING NOTE 1. G.C. TO CONTACT CITY LIGHTING PRODUCTS FOR PRICING ON ALL SWITCHGEAR AND LIGHTING. NO SUBSTITUTIONS ACCEPTED. CONTACT: BLAIR GUTHRIE @ CITY LIGHTING PRODUCTS 1-800-257-2922 (Work) 412-367-4718 (Work) EMAIL: bguthrie0citylighting.com ATTIC ACCESS OPENING V 30"x54" MINIMUM WITH FOLDING 350 LBS HEAVY DUTY WOOD LADDER @ 9'-0" A.F.F. WERNER WOODEN ATTIC LADDER, MODEL: WH3010 LED ROPE LIGHT UNDER COUNTERS. REF: MILLWORK DETAILS AND ELEC III SOFFIT ABOVE, REF: A-8 W LED ROPE LIGHT UNDER COUNTERS. REF: MILLWORK DETAILS AND ELEC 111 t0 N N I ,SLOq12 SLOPE 6 6 1 W N n O .. J / SLOPE I _SLOPE 16 12 16 12 CONT. RIDGE VENT W N w 0 J In EQ. EQ. o- CURVED LIGHT ORANGE PEEL FINISH TEXTURED SOFFIT, PAINTED. I I I LID l --- l'- l'- �� - 8" 7'-0" 3'-9•, OO ---- 0 1 N r LO EQ. EQ. { I -- N - \ ci W 0 co 5'-0" 8'-0" n 8'-0" 8'-0" 2'-4' I cV - - - - - WO THREE PENDANT LIGHTS OVER CUSTOMER COUNTER SEATING, BOTTOM OF - - - - - - FIXTURE AT 78" A.F.F. --- I---- REFLECTED CEILING PLAN - ENLARGED OFFICE SCALE: 3/16" = 1'- 0" J pbbottAspn,. CAA CONArchitects I n c o r p o r a t e d 703 San Ysidm Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com ATTIC VENTING CALCULATIONS: GARAGE ATTIC = 3,996 s.f. / 150 = 26.64 s.f. VENTING REQUIRED GARAGE VENTING (SOFFIT AND RIDGE) = 42.4 s.f. VENTING PROVIDED OFFICE ATTIC = 900 s.f. / 150 = 6 s.f. VENTING REQUIRED OFFICE VENTING (SOFFIT AND RIDGE) = 10.5 VENTING PROVIDED 22"X30" ATTIC - ACCESS SEE DETAIL 4/A-3 it LADDER BLOCKING E. J. CENTER LIGHT I AT CEILING DRYWALL E.J. E. J. OVER SINK In EXPANSION JOINTS ro r ® 0I - -L�- - - - - - - - - - - - - - 3 N II ® - - 13'-6" I I I I I I I I I I CEILING DRYWALL EXPANSION JOINTSI I I I I I I 0 } I I I I I I I - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - ----- ----- ----- TYP. I TYP. REFLECTED CEILING PLAN SCALE: 1/8" = 1'- 0" TRUSSES GYP. BOARD CEILING '-1x4 WOOD TRIM AS SCHED. PAINTED TO MATCH CEILING 1 /2" PLYWOOD LAY -IN ATTIC ACCESS PANEL PAINTED TO MATCH CEILING i1 ATTIC ACCESS SECTION -4 SCALE: 3/4" = 1'- 0" LIGHTING NOTE 1. G.C. TO CONTACT CITY LIGHTING PRODUCTS FOR PRICING ON ALL SWITCHGEAR AND LIGHTING. NO SUBSTITUTIONS ACCEPTED. CONTACT: BLAIR GUTHRIE @ CITY LIGHTING PRODUCTS 1-800-257-2922 (Work) 412-367-4718 (Work) EMAIL: bguthrie0citylighting.com ATTIC ACCESS OPENING V 30"x54" MINIMUM WITH FOLDING 350 LBS HEAVY DUTY WOOD LADDER @ 9'-0" A.F.F. WERNER WOODEN ATTIC LADDER, MODEL: WH3010 LED ROPE LIGHT UNDER COUNTERS. REF: MILLWORK DETAILS AND ELEC III SOFFIT ABOVE, REF: A-8 W LED ROPE LIGHT UNDER COUNTERS. REF: MILLWORK DETAILS AND ELEC 111 t0 N N I ,SLOq12 SLOPE 6 6 1 W N n O .. J / SLOPE I _SLOPE 16 12 16 12 CONT. RIDGE VENT W N w 0 J In EQ. EQ. o- CURVED LIGHT ORANGE PEEL FINISH TEXTURED SOFFIT, PAINTED. I I I LID l --- l'- l'- �� - 8" 7'-0" 3'-9•, OO ---- 0 1 N r LO EQ. EQ. { I -- N - \ ci W 0 co 5'-0" 8'-0" n 8'-0" 8'-0" 2'-4' I cV - - - - - WO THREE PENDANT LIGHTS OVER CUSTOMER COUNTER SEATING, BOTTOM OF - - - - - - FIXTURE AT 78" A.F.F. --- I---- REFLECTED CEILING PLAN - ENLARGED OFFICE SCALE: 3/16" = 1'- 0" J pbbottAspn,. 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'8.�1.a.-.�H 8:.:0' i�_-_■.0. 'i�' a,-� 0 BL�.O' 1 = C sAq • i ■ r r 1Ir t • 1- �- �- A A 11- ■ ■ ■ ■- �. 8}. B� �.■ 'BSL 0 B B'� 0 8.■������r>_��I�T �..■l��T�'..■I���,..�.�r]��I�Tr{�■l��T�'�I•1��,�.����r��ll,0' i I, �■B, ■ ■� 11 ■ ■ ■ ■ tl ■. 1 ■ ■ I -IISIS 9R11 w�.lu.._c�•' ■h■•�� rrr,■A��■hM. ft■rr��allrr.-, W, rF�� .�� •r,..■r �'1 •IL���.���8■�a�:.�lr�■�i•����'�.���:�.�����■�Y��a�rlrhr■ ••■lrt. _IS-- __s=: �_s__-+s._a�,- ■ 1 ••[ [. -_n__.--_r_-�i_�r�.-,_��C.�a�C.�il�Ci__-r�.-,__n��._��C._�l�C.��r�..,_�v--.___s. Date: 10/28/20 TYPICAL NOTES CAA FOR ALL ELEVATIONS 16� <D Sheet Title: • -•- • • • lob 1. 2'-0" BAND, JAMBS, HEADS OF DOORS AND WINDOWS, AND ACCENT IN GABLESMARSHMALLOW SW 7001 AT ENTRY AND SIDE ELEVATIONS TO BE BRICK COLOR M-8.• © • • •• - No 2. ALL MASONRY SURFACES ARE TO BE SPRAYED WITH WATER -PROOFING SEALER, 13 =00glIZIME PROSOCO INC. BLOCK GUARD AND GRAFFITI CONTROL #40093 - PH: 800-255-425 EXTERIOR ACME BRICK CO., 8" NOM. 2 1/4" MODULAR BRICK, COLOR: BURGANDY, MORTAR COLOR 'WHITE' it 3. ALL DOWN SPOUTS ARE TO BE PAINTED TO MATCH THE COLOR OF THE WALL ELEVATIONS MATERIAL BEHIND IT. • • �,a�l19(�a��nii,� ®iCOMPOSITION SHINGLE ROOF CERTAINTEED LANDMARK 30 AR, COLOR:• ■4. ALL WOOD TRIM AT SOFFITS,TO BE ALUMINUM •- VINYL SIDING OVER EXPOSED WOOD. Drawing No. ® -- CO.,ACME BRICK •M. 2 1/4" MODULAR BRICK, COLOR:•- • •• 1• LIGHTS ARE TO BE ON PHOTO TYPICAL OF ELEVATIONS. 4" NATURAL LIMESTONE BLOCK, SALADO QUARRY. MORTAR COLOR 'WHITE' 6. GUTTERS TO BE SLOPED PER MANUFACTURER TO ENSURE PROPER DRAINAGE. A1111111114 PRE -CAST STONE WATERTABLE AND SILL, COLOR: WHITE, SEE A-5 FOR PROFILES 7. FINISH GRADE TO BE MIN. 6" BELOW FINISH FLOOR. Sheet 6 of 8 •- 1 1 A/A-5 BRICK, M-5 ------..-..--- ARCHITECTURAL �IIII•�1 IMAWAM"AN,. PRE -CAST KEY4. III ,. ��1111 KEYSTONE, M-11 SCHEDULED 0 Arm, ���� WINDOW -�-- ,F • • 1 ► • 1 I, • /�� BRICK, M-8 BRICK, FROSTED IN WINDOW M-1 1T.O.qlTE? TABLE,1 �� at . F. . • SILL, M-11 ��.•. ��. SILL, M -11 - LIMESTONE, LIMESTON M-10 M-10 ■ ■ .. ENLARGED WINDOW ELEVATION 6 SCALE: 3/4" = 1'- 0" �nnn�n ENLARGED WINDOW ELEVATION SCALE: 3/4" = 1'- 0" LIGHT NOTE: ALL EXTERIOR LIGHT l�� AM, l r T ImAI FIXTURES TO HAVE —le7)ENLARGED ELEVATION @ OVERHEAD DOOR SCALE: 3/4" = 1'- 0" BRICK KEY BRICK M-5 12" 12" ALIGN BRICK COURSING JOINTS IN CENTER OF 16" 16" BRICK M-8 GABLE. BRICK M-5 2x8 WOOD FASCIA CLAD W/ALUMINUM OR VINYL, MATCH PC -5 ARCHITECTURAL COMPOSITION SHINGLE ROOF, M-6 --�, 0 N 0 w w N 0 z a w M U tIa 0 ARCHITECTURAL A-5 PRE -CAST KEYSTONE SHEETROCK BEYOND, HOLD SCHED. ARCHITECTURAL LIGHTING FIXTURE, RE: 1-1/2" ABOVE BOTTOM OF ELECTRICAL, CENTERED ON SOLDIER COURSE, SEE COLUMN. A-6 FOR DETAIL. TOP OF BRICK, M-8 9'-10" ELEVATION @ ENTRY PORTAL SCALE: 3/4" = 1'- 0" PRE -CAST WATERTABLE, M-11 BOTTOM OF BRICK, M-8 LIMESTONE, M-10 FINISH FLOOR LINE a 2x8 WOOD FASCIA CLAD W/ALUMINUM OR VINYL, MATCH PC -5 4 EXHAUST LOUVER SCALE: 3/4" = 1'- 0" 3 NOT USED SCALE: 3/4" = 1'- 0" 202 WOOD FASCIA CLAD W/ALUMINUM OR VINYL, MATCH PC -5 3 7/8" 2 5/8" L0 71 1 ry ;. ARCHITECTURAL PRE -CAST STONE SILL N 6 1/2" C SILL DETAIL SCALE: 3/4" = 1'- 0" co 2 3/8" /„ 5/8" ARCHITECTURAL PRE -CAST STONE WATERTABLE CONArchitects I n c o r p o rate d 703 San Ysidm Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com �7JOHN A B�RUMCHE,, Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: N Date: 10/28/20 6" B WATERTABLE DETAIL SCALE: 3/4" = 1'- 0" Sheet Title: CHAMFER 1/2" 1/ ARCHITECTURAL PRE -CAST STONE sPb"°'psso ENLARGED N 00 raA�x c�P ELEVATIONS CAA��,, Drawing No. - � 1' T„ 1„ p1�angD`Jyo A KEYSTONE DETAIL A-5 SCALE: 3/4" = 11- 0" 9RH-1-2020 N o N� �o�o v0� LO x •� C-2 C) � co C:d b.0 C) Q .F=1 bC �7JOHN A B�RUMCHE,, Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: N Date: 10/28/20 6" B WATERTABLE DETAIL SCALE: 3/4" = 1'- 0" Sheet Title: CHAMFER 1/2" 1/ ARCHITECTURAL PRE -CAST STONE sPb"°'psso ENLARGED N 00 raA�x c�P ELEVATIONS CAA��,, Drawing No. - � 1' T„ 1„ p1�angD`Jyo A KEYSTONE DETAIL A-5 SCALE: 3/4" = 11- 0" 9RH-1-2020 N o N� �o�o v0� LO x •� C-2 �7JOHN A B�RUMCHE,, Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: N Date: 10/28/20 6" B WATERTABLE DETAIL SCALE: 3/4" = 1'- 0" Sheet Title: CHAMFER 1/2" 1/ ARCHITECTURAL PRE -CAST STONE sPb"°'psso ENLARGED N 00 raA�x c�P ELEVATIONS CAA��,, Drawing No. - � 1' T„ 1„ p1�angD`Jyo A KEYSTONE DETAIL A-5 SCALE: 3/4" = 11- 0" 9RH-1-2020 EXTERNAL WIFI AP, BOTTOM M• D EXTERIORALL LIGHT FIXTURES TO HAVE CLEAR SILICONE II ISI/.%L%I! AROUND THEM. 'IIN 1111%I%I%III LIGHT FIXTURE AS SCHEDULED, 10'-8" A.F.F. TO BOTTOM OF FIXTURE. BOTTOM OF FIXTURE TO BE FLUSH WITH TOP OF OVERHEAD DOOR. REF: ELEC DOWNSPOUT, PAINTED TO MATCH ADJACENT WALL MAN W WW WW WA pAr1Ir"111 I. %II% I/IRAI FIIBRICK, M-8 A/A-5 / / o / PRE -CAST N WATERTABLE, / M-11 / .F. R TABLE / 4 -0 F. HOLLOW METAL DOOR & FRAME --_'= O \ a - — o - LIMESTONE, M-10 - ENLARGED DOOR ELEVATION SCALE: 3/4" = 1'- 0" _nENLARGED ELEVATION @ REAR FALSE WINDOWS 8 SCALE: 3/4" = 1'- 0" CONArchitects I n c o r p o rated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com �P�OF C0 4 o99a CO JOHN A O BRUTSCHE * Date Revisions 9/18/20 - Issued for CBA -5 o o 10/28/20 - Issued for Permit �C� o.� �o INI TH "REEN �0 LO x •� C-2 ®®��-- � co n ® o � C:d bD ® N LtbC Da r --I �P�OF C0 4 o99a CO JOHN A O BRUTSCHE * Date Revisions 9/18/20 - Issued for CBA -5 o o 10/28/20 - Issued for Permit �C� o.� �o INI TH "REEN �0 LO x •� C-2 �P�OF C0 4 o99a CO JOHN A O BRUTSCHE * Date Revisions W. VE, M-10 pbbva AS's," 'c CAA Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: ENLARGED ELEVATIONS A1111111111115ol 9RH-1-2020 9/18/20 - Issued for CBA -5 Plan Review 10/28/20 - Issued for Permit 4S Submittal INI TH "REEN W. VE, M-10 pbbva AS's," 'c CAA Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: ENLARGED ELEVATIONS A1111111111115ol 9RH-1-2020 SHEATHING OVER WALL, REF: STRI BUILDING PAPER FLASHING CONT. FLASHING 14, PROVIDE ALC ARCH PROFILE FULLY GROUNTEE BRICK FOR ARCI- Z TIES TO CONN MASONRY AT 16' COLUMN IN WALL BEYOND WALL SECTION SCALE: 1-1/2" = 1'- 0" DETAIL C .1_r KEYED SECTIONS NOTES 1. ASPHALT COMPOSITION SHINGLE ROOF CONTINUOUS RIDGE VENTS. CUT DECKING BACK 3" FOR AIR GAP AT RIDGE (1 X" ON EACH SIDE). SEE WWW.TAMKO.COM FOR ADDITIONAL APPLICATION INSTRUCTIONS. 2. ARCHITECTURAL COMPOSITION SHINGLES OVER 30# FELT UNDERLAYMENT OVER TYPE CDX PLYWOOD ROOF DECK, REF: STRUCT FOR SIZE. 3. EAVE FLASHING, 4" END LAPS W/CONT. CAULK AT LAPS. SEE MANUF. INSTALLATION DETAILS. 4. FLASHING AS SHOWN IN DETAILS - PAINTED TO MATCH ADJACENT BRICK MATERIAL (COLOR MATCH M-5). 5. PREFINISHED ALUMINUM GUTTER, PC -5. 6. CURVED WATER RESISTANT GYP. BD. WITH ORANGE PEEL FINISH PAINT SOFFIT, PC -4. 7. STAMPED CONCRETE AT FRONT PORCH. SEE STRUCTURAL FOUNDATION PLANS AND SEE DETAILS ON A-1. 4 WALL SECTION SCALE: 3/4" = 1'-0" 8. CDX EXT PLYWOOD SHEATHING, REF: STRUCT 9. DUPONT TYVEK COMMERCIALWRAP AIR AND WATER BARRIER, OVERLAP FLASHING 10. AIR GAP 11. ALUMINUM OR VINYL SIDING OVER 2x8 WOOD FASCIA, PC -5. 12. MDF RETURNS ON ALL WINDOWS. 13. 1/2" GYP. BD. W/MESH TAPE, ON 2x6 WOOD STUDS AT 16" O.C. WITH R-21 BATT INSULATION. 14. HOT DIPPED GALVANIZED MASONRY ANCHORS/WALL TIE BACKS @ 16" OC HORIZONTALLY MAX. AND 16" OC VERTICALLY MAX. 15. 2x6 BLOCKING NAILED TO TRUSSES TO CARRY SOFFIT. 16. CONTINUOUS VINYL SOFFIT VENTS- TYPICAL, KEEP INSULATION CLEAR FROM AIR FLOW, PC -5. 0_ 3 WALL SECTION SCALE: 3/4" = 1'-0" 17. 1 1/2" LIMESTONE VENEER M-10 OVER 4" CMU BLOCK BASE. 18. MORTAR DEFLECTION DEVICE. 19. PRECAST CONCRETE WATERTABLE OR SILL, REF: A-5. 20. 1 1/2" x 5 1/2" BRICK LEDGE WITH CONT. METAL DRIP EDGE SET IN MASTIC OR SEALANT. 21. SCHEDULED BRICK, COLOR M-5. 22. 5/8" GYP. BD. CEILING W/MESH TAPE, ATTACHED TO TRUSS. 23. 2x WOOD BLOCKING/NAILER. 24. UNFACED BATT INSULATION- R-60 MIN TYP. ALL AREAS. INSUL. TO BE LIGHTING RATED. 25. WOOD TRUSSES, RE: STRUCTURAL 26. CONT. FLEXIBLE BASE FLASHING, EXTEND FROM MIN. 8" A.F.F. TO EDGE OF SLAB 25 27. ELECTRIC DRINKING FOUNTAINS, RE: PLUMB ® 28. SCHEDULED BRICK, COLOR M-8. 91O 29. PRECAST CONCRETE KEYSTONE, SEE A-5. 30. SCHED. DOOR AND TRACK (BEYOND) TO EXTEND 13'-6" A.F.F. 31. SCHEDULED DOOR AND FRAME. 32. SCHEDULED WINDOW AND FRAME +> 33. PROVIDE WEEP HOLES/VENTS IN BOTTOM OF STONE/BRICK BASE COURSE, AND ABOVE MASONRY LINTELS EVERY 24" O.C. 34. FINISH GRADE, MIN. 7 1/2" BFF AT LANDSCAPE AREAS, REF: CIVIL 35. CONCRETE SLAB, REF: STRUCT 36. FOUNDATION WALL, REF: STRUCT 1 37. 5/8" SMOOTH. PLYWOOD (SANDED) TO 7'-0" AFF AND 5/8" GYP. BD. W/MESH TAPE FROM 7'-0" AFF TO CEILING - PROVIDE METAL TRANSITION BETWEEN FINISHES TO CREATE STRAIGHT EDGE, ON 2x8 WOOD STUDS AT 16" O.C. WITH R-21 BATT INSULATION. 38. CONT. FLEXIBLE WINDOW/DOOR FLASHING. USE FLASHING END DAMS AT EDGES OF OPENINGS. 39. 2 LAYERS 3/4" PLYWOOD CURVED TO MATCH ARCH, SECURED TO BRICK AND OFFICE WALL TO SUPPORT WOOD BLOCKING FOR PORCH CEILING FINISH. 40. SCHEDULED TRIM, REF: A-8 41. 1 1/2" THIN BRICK VENEER TO MATCH M-5. 42. 4"x4"x1/4" STEEL LINTEL, PER STRUCT, PAINTED WHITE 43. NOT USED. 44. SOFFIT VENT BAFFLE, REF: STRUCT DETAIL NOTING NOTCHES IN BLOCKING TO ALLOW FOR SOFFIT CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com 25 25 M N C12 N � AA v0� �o�o +� LO c ,-, x ® El 91O ® ® ® ®'F� +> � co n Q ® N bC 25 25 M N C12 N � AA v0� �o�o +� LO c ,-, x ® El 91O ® ® ® 2 WALL SECTION SCALE: 3/4" = 1'-0" _&WALL SECTION CAA SC 3/4" = 1'- 0"11alng �P�OF C0 4 o99a CO JOHN A O BRUTSCHE * Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: WALL SECTIONS A11111111111116 9RH-1-2020 1. ® BUILDING PAPER TO OVERLAP FLASHING THRU WALL CONT. FLASHING 9/18/20 - Issued for CBA AT 9'-4" A.F.F. OVER rz— COUNTER FLASHING CONT. COUNTER FLASHING OVER ROOF FLASHING 32 ROOF FLASHING UP WALL -\ � UNDER COUNTER FLASHING SINGLE PLY ROOF OVER ROOF FLASHING THIN BRICK ON STUCCO SCRATCH COAT OVER BUILDING PAPER CONT. COUNTER FLASHING OVER ROOF FLASHING. FLASHING TO BE ANGLED TO MATCH ROOF SLOPE. SELF ADHERED FLEXIBLE ROOF FLASHING ON ROOF DECK AND MIN. 12" UP SIDE WALL ROOFING, M-6 1 I CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com ffi k ffa 8„ 11 11 8„ 23 23 "IX ® REF. STRUCT FOR Q) Q)® CONNECTIONS ® ® 6B/A-6.1 O WALL SECTION DETAIL WALL SECTION DETAIL �� ®'� 00 SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" 25 141 I ® p 1 14I 1 C:d $.0 11 8> D 23 ® ® 23 ® ® 9) b ® ® 25 —A g WALL SECTION SCALE: 3/4" = 1'-0" 1 8 WALL SECTION SCALE: 3/4" = 1'-0" 7 WALL SECTION SCALE: 3/4" = 1'-0" 6 WALL SECTION SCALE: 3/4" = 1'-0" 24 (*?BRL98CHE'\ pF CO'O1 e JOHN A O22 Ana 13 Date 40 12 o o 9/18/20 - Issued for CBA Plan Review 32 �' s~ 10/28/20 - Issued for Permit Submittal LO x •r~ C-2 r- r� r- 24 (*?BRL98CHE'\ pF CO'O1 e JOHN A O22 Ana 13 Date 40 12 Revisions 9/18/20 - Issued for CBA Plan Review 32 10/28/20 - Issued for Permit Submittal 0 12 40 10 Project No. 20-13 14 cc Drawn By: 9 N 8 Date: 10/28/20 13 a ad a Sheet Title: a a d 35 34 WALL Pr�O��Ass ` 36 SECTIONS (/ . ae `AA nrmlAlinn Ain O� 5 WALL SECTION SCALE: 3/4" = 1'-0" A-6.1 9RH-1-2020 0 N I I _ —BOTTOI OF BEA CAST STONE CAP, 1 -8 1/2" ELEV. +9 -3 M-11 I I / WALL BELOW 1CONArchitects I n c o r p o r a t e d 202 SOFFIT BOARD 3/4" 1'-7" 3/4" 703 San Ysidro Trail (2) 2x10 BEAMS — COLUMN BEYOND Mansfield, Texas 76063 6.7503 2x4 BLOCKING ' ¢ Phn: 817.94look.c BOTTO OF BEA 2x4 BLOCKING CAST STONE icon-arch@outlook.com ELEV. +7 -0 CAP DETAIL EDGE OF WALL 4" = 1'-0" BOTTO OF SOFFIT GYP SCALE: 3/4" ELEV. +6 -11 1/2 COLUMN BEYOND COMPOSITION SHINGLE ROOF, BOTTO OF FASCIA BO D M-6 I ELEV. +6 -10 1 2 CDX PLYWOOD ROOF DECK, REF: 2 LAYERS 3/4 PLYWOOD STRUCT FOR SIZE Q) 2x BLOCKING ON OFFICE ARCHED TO MATCH PORCH BRICK COLLAR TIES AS NEEDED WALL TOP PLATE FOR ARCH TO SUPPORT CEILING SECTION DETAIL PORCH BEAM SUPPORT WOOD BLOCKING 5 2x WOOD RAFTER FRAMING ON �) SCALE: 3/4 = 1-0 ENTRY ELEMENT ONLY 12 12 N ARCHITECTURAL COMPOSITION SHINGLE ROOF, M-6 WOOD BLOCKING 16 16 � OFFSET FROM CENTER CDX PLYWOOD ROOF II O DECK, REF: STRUCT RAFTER TIES ® . 00 CURVED WATER RESISTANT GYP. 2x WOOD RAFTER FRAMING BD. WITH ORANGE PEEL FINISHLLILL C'') 12 12 1 1 1111 1 ON ENTRY ELEMENT ONLY PAINT SOFFIT II ® O 16 16 WOOD BLOCKING 2"x4" BLOCKING BTWN RAFTERS _ _ _ _ _ _ L1 OFFSET FROM CENTER BOTTO OF BEA ---- ----- — $0 URVED WATER RESISTANT GYP. ELEV. +9 -3 .d BD. WITH SAND FINISH PAINT® NOTE:SEE STRUCT DRWG'S. FOR SOFFIT BEARING HT. & DETAILS _ N HOLD SHEETROCK N ARCHITECTURAL PRECAST BOTTO OF BEA 1-1 2' ABOVE KEYSTONE, M-11 ELEV. +7 -0 5/A-7 a — BOTTOM OF > W SOLDIER COURSE, ----r OFFICE G B.O. TRUSSE ALUMINUM OR VINYL SIDING ------ — — — W � SEE A-6 FOR ELEV. +9 -1 1 2 OVER WOOD FASCIA & SOFFIT, Z DETAIL. b0 WATER RESISTANT GYP. BD. MATCH PC -5 N WITH ORANGE PEEL FINISH PAINT < .i SOFFIT PC -5 BRICK, COLOR M-8 m � '� BOTTOOF BEA < a ELEV. +7 -0 PRE -CAST WATERTABLE, - a o BRICK, COLOR M-5 LIMESTONE, M-10 < "� ❑❑ / ❑❑ ❑❑❑❑ 1_1 2" TALL RAISED SCHEDULED WINDOW PRE -CAST CAP, M-11, � C RB FOR STUDS AT a ❑❑ ❑❑ ❑❑❑❑ BRICK, COLOR M-8 SEE 6/A-7 / - H LF WALL N FI ISHED FLOOR LE .- ` - Q ❑❑ ❑❑ ` - Q - ` (� ` - PRE -CAST WATERTABLE LIMESTONE+M-010 c = - _ - = M-11 2x6 FRAMING FOR HALF WALL STAMPED CONCRETE PORC MAX. 2% N C; O - - EXTERIOR ELEC. DUPLEX, SLOPE REFER TO DETAIL 0 SHEET A-1 O•^✓ r�o _ QO QO _ 0 (] _ 0 (] _ Q REF: ELEC O � I CO= _ - _ - E] - = El BUILDING SECTION FI ISHED FLOOR ELEV. +O -0 SCALE: 3/8" = 1'-0" = O o 1-1 /2" TALL RAISED SCHEDULED PRE -CAST CAP, M-11 LIMESTONE, M-10 CURB FOR STUDS DOOR AND x o STAMPED CONCRETE PORCH, MAX. 2% �� "' x AT HALF WALL FRAME SLOPE REFER TO DETAIL ON SHEET A-1 6 6 BUILDING SECTION COMPOSITION SHINGLE ROOF, M-6 CDX PLYWOOD ROOF DECK, REF: STRUCT FOR SIZE MANUFACTURED WOOD TRUSSES 3" CONDUIT MOUNTED AT 78" A.F.F. AND RUN INTO ATTIC SPACE FOR LOW VOLTAGE WIRING WATER HEATER W/16 GA. SHEET METAL PAN, HOLD TIGHT TO BACK WALL, RE: PLUMBING 1x4 WOOD TRIM AT TOP �_ OF TECH RESTROOM WALL, PAINT TO MATCH WALL. SCHEDULED WALL 1 111 4'x4'x1 /2" PLYWOOD PHONE — BOARD, TOP MOUNTED AT 7'-0" A.F.F., PAINTED W/FIREPROOF PAINT TO MATCH WALL, SEE E4.01 IRRIGATION PANEL PHONE BOX WATER SERVICE ENTRY, HOLD TIGHT IN CORNER FINISHED GRADE #6 GROUND TO GROUND ROD CONCRETE FOOTING, RE: STRUCTURAL 1 CONDUII FOR IRRIGAIION BUILDING SECTION �P�OF C0 4 o99a JOHN k O BRUTSCHE * Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: BUILDING NILSECTIONS JPo�nass„ Drawing No. CAA 9RH-1-2020 ROOF TRUSSES, RE: STRUCTURAL ALUMINUM OR VINYL SIDING OVER 2"x8" WOOD RAKE, PC -5. WOOD BLOCKING BRICK, COLOR M-5 SEE DET. 1/A-5 FOR LIMITS I 2x WOOD RAFTER FRAMING ON ENTRY ELEMENT ONLY CURVED WATER RESISTANT GYP. BD. WITH ORANGE PEEL I FINISH, PAINTED PC -4. CAST KEYSTONE WOOD BLOCKING— BRICK, COLOR M-5 Y LLL V. TV -11 ISL I SCHEDULED DOOR AND FRAME BRICK, COLOR M-8 PRE -CAST WATERTABLE I M-11 LIMESTONE, M-10� STAMPED CONCRETE PORCH, MAX. 2% SLOPE REFER TO DETAIL ON SHEET A-1---. � nw� I 5/8" GYP. BD. ATTACHED TO TRUSSES. 12x BLOCKING ON OFFICE WALL ITOP PLATE FOR PORCH BEAM SUPPORT [-1/2" GYP. BD. ON 2"x6" WOOD ISTUDS AT 16" O.C. WITH R-21 BATT INSULATION I loin THIN BRICK VENEER ON GARAGE GABLE OVER OFFICE PORCH BEAM BEYOND I l J 1/A-6 '*�. CDX PLYWOOD ROOF DECK, REF: STRUCT ALUMINUM OR VINYL COVERED RAKE BOARD MATCH PC -5 MANUFACTURED WOOD TRUSSES +14'-1 1 /2" A.F.I GARAGE CEILING B.O. TRUSS SCHEDULED CEILING SCHEDULED 0' DOOR AND TR 1/2" GYP. BD. ON 2"x4" STUDS AT 16" O.C. 4 BUILDING SECTION SCALE; 3/8" = 1'-0" 3" CONDUIT MOUNTED - AT 78" A.F.F. AND RUN INTO ATTIC SPACE FOR LOW VOLTAGE WIRING 12 16 R-48 UNFACED BATT INSULATION WINDOWS AS SCHEDULED 1/2" GYP. BD. ON 2"x6" WOOD STUDS AT 16" O.C. WITH R-21 I I a BATT INSULATION 0 2/A-6 %� --WOO I t RE: PLD DECK ' I PLYWOOD DEC TECH RESTROOM I I I I I I I CONT. FLASHING, REF: 6B/A-6.1 ,y 2"x8" CONTINUOUS NAILER ALUMINUM GUTTER, MATCH ADJACENT SURFACE, PC -5 ELEV. +9 -1 112 Y ALUMINUM OR VINYL SIDING OVER WOOD FASCIA, AND VINYL VENTED SOFFIT, MATCH PC -5 FINISHED GRADE CONCRETE FOOTING, RE: STRUCTURAL ALUMINUM OR VINYL COVERED RAKE BOARD MATCH PC -5 THIN ADHERED BRICK VENEER TO MATCH BRICK M-5 E A6.1 FOR FLASHING DETAIL PLYWOOD FINISH TO Utiuivu rUK IKAUN CEILING AT PILASTERS TOP OFT ECOHORESTIROOM cO II AT GARAGE DOORS, WALL, FAINT TO MATCH-' TYP, ro =�3 L METAL ACCESS LADDER TO DECK COMPRESSED AIR LINE ABOVE RESTROOM, PAINT__D PC -6. PAINTED TO MATCH N INTERIOR FACE OF I WALL COLOR WALL PAINT ED PAINT COLOR PAINT ALIG N COLOR COLOR PC -12 PC -12 PC -12 PAINT COCOA PAINT COLOR INTERIOR FACE OF WALL PAINTED COLOR PC -7 x / ¢ w EL CTRIC D INKING FOU TAINS / / J OPEN 0 MO_ RE: TO PLUM BI N,13 M N,G SECURITY BAR FOR w / V) 0 D DOOR MOUNTED TO 0 HOALL URS DURING BUSINESS DOOR PC -6 w FIRE EXTINGUISHER �� o METAL LADDER A CHORE TO WALL � v EVERY 2'-0', PR VIDE B OCKING IN WALL FOR ANCHORING. N .L n' -n" METAL LADDER q LTED TO FLOOR. CROSS SECTION 2 LOOKING TO FRONT SCALE: 3/8" = 1'- 0" 2'-0" I ■ I I I I I 6/A-6.1--------� SEE E-2.01 FOR ELECTRICAL INTERIOR ELEVATIONS CROSS SECTION 1 LOOKING TO BACK SCALE: 3/8" = 1'- 0" TOILET ROOM 103 CABINET DIMENSIONS SCALE: 3/8" = 1'- 0" NOTE: GROMMETS: HILLMAN, SWIVEL TYPE, 2%"-K8, #881307 (BLACK). WIRE PULLS: GATEHOUSE, BRUSHED NICKEL, 3" PULL, #5271-3". CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com N o COMPOSITION SHINGLE ROOF, M-6 .Ci N O•� �rn o CDX PLYWOOD ROOF DECK, REF: STRUCT � 0 o I I MANUFACTURED WOOD TRUSSES LO x • r- I I I I ALUMINUM OR VINYL COVERED RAKE BOARD co n I I I I MATCH PC -5 Q I I I I +14'-1 1/2" A.F.F., GARAGE CEILING C:d bD I I I I B.O. TRUSS I I I I I I UNFACED BATT INSULATION R-48 .F=1 I I +9'-1 1/Z" A.F.F., OFFICE CEILING B.O. TRUSS `I` CEILIN TECH RESTROOM r --I I I SCHEDULED CEILING SCHEDULED WINDOW OPEN I I I SCHEDULED DOOR FRA AND E M I I BS Pbtiott Assn I I CAA <9 ell 0'0__0 I FINISH FLOOR I� I I I FINISH GRADE CONCRETE SLAB - RE: STRUCTURAL FOUNDATION WALL - RE: STRUCTURAL ♦ / CONCRETE FOOTINGS - RE: STRUCTURAL ow CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com v� N o .Ci N O•� �rn o � 0 o LO x • r- c -x co n Q C:d bD ® Q .F=1 N - r --I v� N o .Ci N O•� �rn o � 0 o LO x • r- c -x �P�OF CO`o99a CO JOHN k O BRUTSCHE� Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Y Date: 10/28/20 Sheet Title: BUILDING SECTIONS A1111111111117ol 9RH-1-2020 PAINT COMP. AIR LINES TO ATCH WALL, TYP. 0 1� I IL TANK +14'-1 1/2" A GARAGE CEILIN B.O. TRUSS SCHEDULED DOOR AND TRACK LOUVER L-1, REF: MECH, TO BE LOCATED AT THE PILASTER CENTERLINE BETWEEN BAYS 8&9. CENTER OIL LINE ACROSS FROM PILASTER BTWN BAY 6 & 7 12' 8" FOR 'FAN 12'-8" 3� T -STAT I o SWI H/ HEATER 3 & 4 8'-4" FOR 'FAN QUAD 0 SWI H/ D U LEX EYE WASH LOCATION OIL LINE AT 102" A.F.F. CENTER OIL LINE SECURED TO THE WALL VIA ACROSS FROM PILASTER UNI -STRUT, PAINTE PC -12 BTWN AY 3 & 4 TO MATCH WALL DU EX -8 L 12' 2" 6' -10 -FOR AN or ■ QUAD ■0 HOSE PHONE/DATA SWI H/ BIB QUAD I ii 1 11 SHOP SINK LOCATION BAY 9 BAY 8 BAY 7 BAY 6 BAY 5 BAY 4 �1 LONG SECTION LOOKING TO BACK m■ SCALE: 3/8" = 1'— 0" 12 6 1- IN 12 6 11'-0" w cJi o 3'-6„ a o SWITCH FOR io w HE TER � V) DISCON ECT z w PAIN CCOLOR .'.0Cq I -r o QUAD .I,J-� 0 o PAIN COLOR 0 1� I IL TANK +14'-1 1/2" A GARAGE CEILIN B.O. TRUSS SCHEDULED DOOR AND TRACK LOUVER L-1, REF: MECH, TO BE LOCATED AT THE PILASTER CENTERLINE BETWEEN BAYS 8&9. CENTER OIL LINE ACROSS FROM PILASTER BTWN BAY 6 & 7 12' 8" FOR 'FAN 12'-8" 3� T -STAT I o SWI H/ HEATER 3 & 4 8'-4" FOR 'FAN QUAD 0 SWI H/ D U LEX EYE WASH LOCATION OIL LINE AT 102" A.F.F. CENTER OIL LINE SECURED TO THE WALL VIA ACROSS FROM PILASTER UNI -STRUT, PAINTE PC -12 BTWN AY 3 & 4 TO MATCH WALL DU EX -8 L 12' 2" 6' -10 -FOR AN or ■ QUAD ■0 HOSE PHONE/DATA SWI H/ BIB QUAD I ii 1 11 SHOP SINK LOCATION BAY 9 BAY 8 BAY 7 BAY 6 BAY 5 BAY 4 �1 LONG SECTION LOOKING TO BACK m■ SCALE: 3/8" = 1'— 0" 12 6 1- IN 12 6 11'-0" w cJi o wPAINT COLOR UNi J PC -12 io w AINT COLOR DOSE � i7 J 0 PC -7 - o BIB ' PAINTB.C. TRUSS • . AIR LINES T# DOOR : • BAR • • : EXTINGUISHER "' • • v�� o Z .'.0Cq I -r o QUAD o 220-r- 0- 0 I ® I n OUT ET o ■ 10 QU D N H 6'�0 1/4" 6'-0" 6'-0" 8'-8" I ry n 0 0 OIL LINE NOTES: - OIL LINES IN TECH AREA WILL BE PROVIDED AND INSTALLED BY OWNERS VENDOR. - G.C. TO PAINT OIL LINES AFTER INSTALLATION TO MATCH ADJACENT SURFACE. - OIL LINE TO BE 5/8" O.D., 0.049 WALL SEAMLESS HYDRAULIC TUBE, CODE J524 - OWNERS VENDOR TO BLOW LINE OUT AND PRESSURE TEST. • 220 1-01 -uET I --f CROSS SECTION LOOKING TO COMPRESSOR ROOM SCALE: 3/8" = 1'— 0" FIRE EXTINGUISHER PAINT COMP. AIR LINES TO MATCH WALL, TYP. 0 I OIL TANK 5'-0" i_I PENETRATION THROUGH WALL FOR SUPPLY LINE FROM COMPRESSOR ROOM I I I � II���,. �Il���li - �Il���li I • 6J DOOR SECURITY BAR MOUNTED TO WALL DURING BUSINESS HOURS LONG SECTION LOOKING TO FRONT SCALE: 3/8" = 1'— 0" El PAINT IOLOR PC -12 12' 8" PAINT OLOR WORK BENCH BAY 3 PLYWOOD FINISH TO CEILING AT PILASTERS AT GARAGE DOORS, TYP. 3" CONDUIT MOUNTED AT 78" A.F.F. AND RUN INTO ATTIC SPACE FOR LOW VOLTAGE II II II II IIWIRING n +8'-0" A.F.F. ECR RESROOM CEILIN \ / 12'-8" FOR AN5,-4" 10'-0" M T -STAT -----o ■ L EN o op of HEATER SWI H/ HON 0 II �ffl 1 1 N J1 J= BOTTOM OFR CEWAY AT ELECTRIC WATER SERVICE 2'-0" MIN. AB VE FINISH PANELS ENTRY TIGHT FLOOR TO CORNER BAY 2 BAY 1 '-1 1/2" A.F.F OFFICE CEILING B.O. TRUSS - pbbottAspn,. CAA CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com N o � � v0� O o _IGARAGE ' PAINTB.C. TRUSS • . AIR LINES T# DOOR : • BAR • • : EXTINGUISHER "' • • v�� LO x .'.0Cq I -r r— Q) III I"�'�FIRE r --I - pbbottAspn,. CAA CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com v� N o � � v0� O o v�� LO x .'.0Cq I -r r— Q) r --I v� N o � � v0� O o v�� LO x .'.0Cq I -r r— CO JOHN A• O BRUTSCHE\ Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: BUILDING SECTIONS Aoim702 9RH-1-2020 CEILING TRIM WD -2 WOOD BASE 3/4" X 3 1/2" WB -1 WOOD TRIM 3/4' X 2 1/2" WOOD TRIM 3/4" X 3 1/2" NOTE: 45 DEGREE MITER AT WOOD BASE CORNERS NOTE: SIMILAR PROFILES WITH MATCHING DIMENSIONS WILL BE CONSIDERED AS ACCEPTABLE ALTERNATES. ALL WOOD PROFILES TO BE "MDF" FINGER JOINTED FOR THE LENGTHS REQUIRED. ANCHOR WITH 6D FINISHING NAILS, SET, OR PRE WOOD PLUGS, SCREWS TO STUD OR BLOCKING IN WALL & RESET PLUG PRIOR TO APPLICATION OF FINISH. PRIME ALL EXPOSED SURFACES & PAINT WITH PC -3, TWO COATS, GLOSS, WHITE LATEX ENAMEL. J +'-1" _ O9FFICE CEILING B.O. DRYWALL CEILING TRI REF: REF: A-8 WOOD TRIM 3/4' X 1" WOOD TRIM 3/4' X 3 1 i WOOD TRIM 3/4' X 1" WOOD TRIM 3/4' X 3 1 WOOD TRIM 3/4' X 3 1 WOOD TRIM 3/4' X 1" WOOD TRIM 3/4' X 3 1 MOLDING/TRIM DETAILS SCALE: 6" = 1'- 0" 3/8" TEMPERED GLASS ETCHED WITH PATTERN AS SHOWN. COUNTERTO M -4D, REF: A-1.2 OVER 3/4" PLYWOOD PROVIDE CLEAR SILICONE SEALANT A THE COU TERTOPE CONNECTION TO THE DRYWALL_ P -LAM COU TERTOP M -4C, OVER 3/4" PLYWOOD, REF: A-2.1 FOR INISH �N 2'-0" LED ROPE LIGHT, HOLD TIGHT - UNDER COUNTER. HOLE MUST BE DRILLED FOR WIRES BEFORE COUNTERTOP GOES ON. REF: A-8.1 FOR DRILLED HOLE LOCATION. REF: ELEC I GYP. BIRD. FINISH 1 PAINTED P-1 r BRUSHED 0 STAINLESS 0 STEEL CLIPS 0 SECURED TO 0 BLOCKING AT iV FURR DOWN 1 r LAMINATE CLAD w o' CABINETS M -4B w 0 0 J BAR SINK CENTER w 1 w WITH CABINETS -- 0 _C14 cdABOVE U • F�4 c� I NN I Ln 4" PLUMBING 7" 6 MILLWORK SECTION SCALE: 1" = 1'- 0" DOOR/WINDOW HEADER TRIM WD -3 WINDOW SILL TRIM WD -4 WOOD TRIM 3/4" X 1" WOOD TRIM 3/4" X 3 1/2" WOOD TRIM 3/4" X 1" PROVIDE CLEAR SILICONE SEALANT AT THE COUNTERTOPS CONNECTION TO THE DRYWALL - COUNTERTOP, REF: A-2.1 V/6" - WOOD TRIM 3/4" X 1" 3/4" CONT. PLYWOOD LAYERS UNDER COUNTERTOP WOOD TRIM 2X WOOD BLOCKING 3/4" X 3 1/2" 1 N REF A-10 INTERIOR ELEVATIONS FOR COUNTERTOP SUPPORT TYPE M -3B WALL TILE FINISH ------ UNDER COUNTER, REF: A-10 ACCESSIBILE 1 0 COUNTER SECTION SCALE: 1" = 1'- 0" I I i� r i7 GYP. BIRD. SMOOTH FINISH, PAINTED HIGH GLOSS P-2 -GYP. BIRD. FINISH PAINTED P-1 P -LAM M-48 ON BASE CABINETS 0 I N GYP. BIRD. FINISH PAINTED P-1 P -LAM M -4C COUNTERTOP, OVER 3 4" PLYWOOD, REF: A-2.1 FOR FINISH 0 3'-22t„ 5 MILLWORK SECTION SCALE: 1" = 1'- 0" S-22"' +9'-1" OFFICE B.O. DR LED ROPE LIGHT, HOLD TIGHT UNDER COUNTER. HOLE MUST BE DRILLED FOR WIRES BEFORE COUNTERTOP GOES ON. REF: A-8.1 FOR DRILLED HOLE LOCATION. REF: ELEC 4„ 0 7„ I i� GYP. BIRD. SMOOTH FINISH, PAINTED HIGH GLOSS P-2 J, n' -n" OFFICE CEILING B.O. DRYWALL WINDOW AS SCHEDULED 0 I N PROVIDE CLEAR SILICONE SEALANT AT THE COUNTERTOPS CONNECTION TO THE DRYWALL - COUNTERTOP, REF: A-2.1 1'-6" �N /4" CONT. PLYWOOD \YERS UNDER DUNTERTOP FEEL COUNTERTOP JPPORT BRACKET �I =CURED TO PLYWOOD 4 �D WALL. { WOOD BLOCKING -38 WALL TILE FINISH JDER COUNTER, REF: -10 _ 0'-0" L _ FINISH FLOOR Ll gCOUNTER SECTION SCALE: 1" = 1'- 0" 3/8" TEMPERED GLASS ETCHED/FROSTED AS SHOWN ON A-10. COUNTERTOP M -4D, REF: A-1.2 OVER 3/4" PLYWOOD CENTER GLASS DIVIDER TO BE CLEAR GLASS P -LAM M -4B OVER 3/4" PLYWOOD, REF: A-2.1 FOR FINISH BRUSHED STAINLESS STEEL CLIPS -P-LAM COUNTERTOP, M -4C, OVER 3/4" PLYWOOD, REF: A-2.1 FOR FINISH 0 iVI GYP. BIRD. FINISH PAINTED P-1 - -, 2'-101„ 4 MILLWORK SECTION SCALE: 1" = 1'- 0" OFFICE CEILING B.O. DRYWALL PROVIDE CLEAR SILICONE SEALANT AT THE COUNTERTOPS CONNECTION TO THE DRYWALL PLASTIC LAMINATE CLAD COUNTER TOP 1'-8" •-'kV 0 'n* I FILE DRAWER It FOR LETTER `. HANGING FILE FOLDERS PROVIDE BLOCKING IN STUDWALL AS REQUIRED TO ANCHOR CABINETS— EXTERIOR PLASTIC—, LAMINATE CLAD DOOR M -4A W/ CONCEALED io HINGES I PLASTIC CLAD EXTERIOR - WHITE MELAMINE INTERIOR. PROVIDE WIRE PULLS W/ BRUSHED CHROME FINISH AT ALL DOORS AND DRAWERS TYP. 2'-0" 4" SPLASH, P LAM M -4C AT- KITCHEN ONLY P- AM FINISH M -4C CO NTERTOP ON PLYWOOD DKV DRAWER 0 0 0 0 1 0 0 0 ;Z iV N 1 1 M LO I FINISHES TYP. 0 0 0 0 0 0 0 0 FILE DRAWER FOR LETTER `. HANGING FILE FOLDERS MILLWORK SECTION SCALE: 1" = 1'- 0" +9'-1" OFFICE B. 0. D i7 I PROVIDE BLOCKING IN STUDWALL AS REQUIRED TO ANCHOR CABNETS - EXTERIOR PLASTIC—, LAMINATE CLAD DOOR M -4A W/ CONCEALED (D HINGES I PLASTIC CLAD EXTERIOR - WHITE MELAMINE INTERIOR. PROVIDE WIRE PULLS W/ BRUSHED CHROME FINISH AT ALL DOORS AND DRAWERS TYP. 2'-0" 4" SPLASH, P LAM M -4C AT - KITCHEN ONLY P -LAM FINISH M -4C COUNTERTOP N PLYWOOD N OFFICE CEILING B.O. DRYWALL CEILING TRIM, REF: A-8--// BRUSHED STAINLESS STEEL CLIPS SECURED TO BLOCKING AT FURR DOWN *GROMMET NOTE: ALIGN GROMMET LOCATIONS WITH ELEC/DATA BELOW COUNTERTOP 3/8" TEMPERED GLASS ETCHED - WITH PATTERN AS SHOWN. COUNTERTOP M -4D, REF: A-2.1 OVER 3/4" PLYWOOD PROVIDE CLEAR SILICONE SEALANT AT THE COUNTERTOPS CONNECTION TO THE DRYWALL P -LAM COUNTERTOP, OVER 3/4" PLYWOOD, REF: A-2.1 FOR FINISH 2'- D" KV I 7„ LED ROPE LIGHT, HOLD TIGNT UNDER COUNTER. HOLE MUS BE DRILLED FOR WIRES BEFORE COUNTERTOP GOES ON. REF: A-8.1 FOR DRILLED HOLE LOCATION. REF: ELEC 3/4" PLYWOOD COUNTER SUPPORT WITH P -LAM M -4B FINISH SECURED TO PLYWOOD AND WALL. 2X WOOD BLOCKING 0'-0" LL FINISH FLOOR MILLWORK SECTION �/'J SCALE: 1" = 1'- 0" K) I 10 +9'-1" OFFICE B. 0. D *GROMMET NOTE: ALIGN GROMMET LOCATIONS WITH ELEC/DATA BELOW COUNTERTOP LO HN I 1 GYP. BR[ SMOOTH PAINTED GLOSS P CONArchitects I n c o r p o rated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com N o IIC ;Z EXTERIOR PLAS or N LAMINATE CLAD BASE CABINETS M -4B LO x 0 C12 r - BAR SINK CENTER 1 w WITH CABINETS -- _C14 cdABOVE REFER T • F�4 +> I A-10 AND TO co PLUMBING r) N PIPES TO BE WRAPPED. L n'- " OFFICE CEILING B.O. DRYWALL CEILING TRIM, REF: A-8--// BRUSHED STAINLESS STEEL CLIPS SECURED TO BLOCKING AT FURR DOWN *GROMMET NOTE: ALIGN GROMMET LOCATIONS WITH ELEC/DATA BELOW COUNTERTOP 3/8" TEMPERED GLASS ETCHED - WITH PATTERN AS SHOWN. COUNTERTOP M -4D, REF: A-2.1 OVER 3/4" PLYWOOD PROVIDE CLEAR SILICONE SEALANT AT THE COUNTERTOPS CONNECTION TO THE DRYWALL P -LAM COUNTERTOP, OVER 3/4" PLYWOOD, REF: A-2.1 FOR FINISH 2'- D" KV I 7„ LED ROPE LIGHT, HOLD TIGNT UNDER COUNTER. HOLE MUS BE DRILLED FOR WIRES BEFORE COUNTERTOP GOES ON. REF: A-8.1 FOR DRILLED HOLE LOCATION. REF: ELEC 3/4" PLYWOOD COUNTER SUPPORT WITH P -LAM M -4B FINISH SECURED TO PLYWOOD AND WALL. 2X WOOD BLOCKING 0'-0" LL FINISH FLOOR MILLWORK SECTION �/'J SCALE: 1" = 1'- 0" K) I 10 +9'-1" OFFICE B. 0. D *GROMMET NOTE: ALIGN GROMMET LOCATIONS WITH ELEC/DATA BELOW COUNTERTOP LO HN I 1 GYP. BR[ SMOOTH PAINTED GLOSS P CONArchitects I n c o r p o rated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com JOHN ik BRUTSCHE,\, Date Revisions 9/18/20 - Issued for CBA Plan Review 1'" PROVIDE CLEAR SILICONE d SEALANT AT THE COUNTERTOPS 10/28/20- Issued for Permit CONNECTION TO THE DRYWALL Submittal PROVIDE 2" DIAM. OPENING WITH GROMMETS IN THE COUNTERTOP PER FLOOR PLAN P -LAM FINISH COUNTERTOP M -4C ON PLYWOOD 2'-O" ticv 3/4" CONT. PLYWOOD LAYERS UNDER COUNTERTOP 0 3/4" PLYWOOD COUNTER N SUPPORT, P -LAM FINISH M-48, SECURED TO PLYWOOD AND WALL. 2X WOOD BLOCKING HOLD BOT. SHELF BACK 1 1/2" FOR VENTILATION a`\Q Pb�- gsso�N/N 3 MILLWORK SECTION 2 MILLWORK SECTION CAA _0_MILLWORK SECTION SCALE: 1" = 1'- 0" SCALE: 1" = 1'- 0" o° SCALE: 1" = 1'- 0" Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: MILLWORK DETAILS Drawing No. A- 8 9RH-1-2020 N o ;Z AA o or N v� C. LO x •'_4 I_r C12 r - C C • F�4 +> 00 I co C:d bD ® N Da bC 9 ). F FINISH, HIGH -2 JOHN ik BRUTSCHE,\, Date Revisions 9/18/20 - Issued for CBA Plan Review 1'" PROVIDE CLEAR SILICONE d SEALANT AT THE COUNTERTOPS 10/28/20- Issued for Permit CONNECTION TO THE DRYWALL Submittal PROVIDE 2" DIAM. OPENING WITH GROMMETS IN THE COUNTERTOP PER FLOOR PLAN P -LAM FINISH COUNTERTOP M -4C ON PLYWOOD 2'-O" ticv 3/4" CONT. PLYWOOD LAYERS UNDER COUNTERTOP 0 3/4" PLYWOOD COUNTER N SUPPORT, P -LAM FINISH M-48, SECURED TO PLYWOOD AND WALL. 2X WOOD BLOCKING HOLD BOT. SHELF BACK 1 1/2" FOR VENTILATION a`\Q Pb�- gsso�N/N 3 MILLWORK SECTION 2 MILLWORK SECTION CAA _0_MILLWORK SECTION SCALE: 1" = 1'- 0" SCALE: 1" = 1'- 0" o° SCALE: 1" = 1'- 0" Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: MILLWORK DETAILS Drawing No. A- 8 9RH-1-2020 N o ;Z AA o or v� C. LO x •'_4 I_r C12 r - JOHN ik BRUTSCHE,\, Date Revisions 9/18/20 - Issued for CBA Plan Review 1'" PROVIDE CLEAR SILICONE d SEALANT AT THE COUNTERTOPS 10/28/20- Issued for Permit CONNECTION TO THE DRYWALL Submittal PROVIDE 2" DIAM. OPENING WITH GROMMETS IN THE COUNTERTOP PER FLOOR PLAN P -LAM FINISH COUNTERTOP M -4C ON PLYWOOD 2'-O" ticv 3/4" CONT. PLYWOOD LAYERS UNDER COUNTERTOP 0 3/4" PLYWOOD COUNTER N SUPPORT, P -LAM FINISH M-48, SECURED TO PLYWOOD AND WALL. 2X WOOD BLOCKING HOLD BOT. SHELF BACK 1 1/2" FOR VENTILATION a`\Q Pb�- gsso�N/N 3 MILLWORK SECTION 2 MILLWORK SECTION CAA _0_MILLWORK SECTION SCALE: 1" = 1'- 0" SCALE: 1" = 1'- 0" o° SCALE: 1" = 1'- 0" Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: MILLWORK DETAILS Drawing No. A- 8 9RH-1-2020 PROVIDE 3"x6" OPENING IN WALL SIDE OF KIOSK FOR ACCESS TO POWER. INTERIOR OF OPENING TO BE P—LAM M -4B �1 ' GROMMET IN DUNTERTOP, GROMMET )CATED ON WALL SIDE S DIMENSIONED DUNTERTOP M -4D, VER 3/4" PLYWOOD /4" PLYWOOD KIOSK %LLS BELOW )UNTERTOP, EXTERIOR -LAM M-48, INTERIOR iITE MELAMINE KIOSK COUNTERTOP PLAN SCALE: 1" = 1'- 0" n � n WOOD BASE AS SCHEDULED, ,: TRIM BOTTOM OF BASE TO 3k 3�" HOLD 1/4" ABOVE FLOOR, TOP OF KIOSK BASE TO ALIGN WITH TOP OF WALL BASE KIOSK CABINET SECTION SCALE: 3/4" = 1'- 0" 2'-4" =n COUNTERTOP M -4D, OVER 3/4" PLYWOOD COUNTERTOP M-41), o 2'-2" OVER 3/4" PLYWOOD a 2" GROMMET IN WALLS, P -LAM M-413 � COUNTERTOP, GROMMET LOCATED ON WALL SIDE BASE AT FLOOR 4 � 0 o 4 3/4" PLYWOOD KIOSK M AS DIMENSIONED ON PLAN • r-1 cox e PROVIDE 3"x6" OPENING " 00 e iy,a MELAMINE io IN WALL SIDE OF KIOSK INTERIOR e M FOR ACCESS TO POWER. WHITEMELAMINE _ I 3/4" PLYWOOD BASE I INTERIOR OF OPENING TO o I PROVIDE 2" DIAM. I n BE P -LAM M-413 ADJUSTABLE eEZ 3/4" PLYWOOD KIOSK 3/4" PLYWOOD KIOSK SHELF LOCATION TO MATCH WALLS, EXTERIOR 06/A8.1 WALLS, EXTERIOR P -LAM PROVIDE 4 - -p M -4B M e e 6" LOCKING - WHITE MELAMINE 4" CASTERS ON a of a KIOSK PROVIDE 2" DIAM. 3/4" PLYWOOD CABINET PLAN TOP OF KIOSK BASE TO ALIGN OPENING IN SHELF, BASE ; 4" 4" WITH TOP OF WALL BASE LOCATION TO MATCH -4 SCALE: 1" GROMMET IN COUNTERTOP n � n WOOD BASE AS SCHEDULED, ,: TRIM BOTTOM OF BASE TO 3k 3�" HOLD 1/4" ABOVE FLOOR, TOP OF KIOSK BASE TO ALIGN WITH TOP OF WALL BASE KIOSK CABINET SECTION SCALE: 3/4" = 1'- 0" 2'-4" =n COUNTERTOP M -4D, OVER 3/4" PLYWOOD KIOSK CABINET SECTION SCALE: 3/4" = 1'- 0" COUNTERTOP M-41), OVER 3/4" PLYWOOD 3/4" PLYWOOD KIOSK WALLS, EXTERIOR P -LAM M -4B WOOD BASE AS SCHEDULED, TRIM BOTTOM OF BASE TO HOLD 1/4" ABOVE FLOOR, TOP OF KIOSK BASE TO ALIGN WITH TOP OF WALL BASE KIOSK CABINET ELEV SCALE: 3/4" = 1'- 0" 2'-2'• COUNTERTOP M -4D, OVER 3/4" PLYWOOD PROVIDE 3"x6" OPENING ON WALL SIDE OF KIOSK FOR ACCESS TO POWER. INTERIOR OF OPENING TO BE P -LAM M -4B 6" 6" i M 3/4" PLYWOOD KIOSK WALLS, EXTERIOR P -LAM M-413 WOOD BASE AS SCHEDULED, TRIM BOTTOM OF BASE TO HOLD 1/4" ABOVE FLOOR, TOP OF KIOSK BASE TO ALIGN WITH TOP OF WALL BASE I= 0 KIOSK CABINET ELEV SCALE: 3/4" = 1'- 0" -" o -' 3/4" PLYWOOD KIOSK a WALLS, P -LAM M-413 � ani =+v BASE AT FLOOR 4 � 0 o 4 3/4" PLYWOOD KIOSK M • r-1 cox WALLS, INTERIOR WHITE � 00 e iy,a MELAMINE io PLYWOOD e M = KIOSK e SHELF TO BE ADJUSTABLE I 3/4" PLYWOOD BASE I o I PROVIDE 2" DIAM. I n OPENING IN SHELF, 3/4" PLYWOOD KIOSK „x LOCATION TO MATCH WALLS, EXTERIOR 06/A8.1 GROMMET IN COUNTERTOP -p P -LAM M -4B, INTERIOR n WOOD BASE AS SCHEDULED, LTRIM WHITE MELAMINE 4" BOTTOM OF BASE TO $wr KIOSK HOLD 1/4" ABOVE FLOOR, CABINET PLAN TOP OF KIOSK BASE TO ALIGN • r•1 r -I 4" 4" WITH TOP OF WALL BASE KIOSK CABINET SECTION SCALE: 3/4" = 1'- 0" COUNTERTOP M-41), OVER 3/4" PLYWOOD 3/4" PLYWOOD KIOSK WALLS, EXTERIOR P -LAM M -4B WOOD BASE AS SCHEDULED, TRIM BOTTOM OF BASE TO HOLD 1/4" ABOVE FLOOR, TOP OF KIOSK BASE TO ALIGN WITH TOP OF WALL BASE KIOSK CABINET ELEV SCALE: 3/4" = 1'- 0" 2'-2'• COUNTERTOP M -4D, OVER 3/4" PLYWOOD PROVIDE 3"x6" OPENING ON WALL SIDE OF KIOSK FOR ACCESS TO POWER. INTERIOR OF OPENING TO BE P -LAM M -4B 6" 6" i M 3/4" PLYWOOD KIOSK WALLS, EXTERIOR P -LAM M-413 WOOD BASE AS SCHEDULED, TRIM BOTTOM OF BASE TO HOLD 1/4" ABOVE FLOOR, TOP OF KIOSK BASE TO ALIGN WITH TOP OF WALL BASE I= 0 KIOSK CABINET ELEV SCALE: 3/4" = 1'- 0" * RECEPTION KIOSKS ARE FURNITURE TO BE BUILT AND INSTALLED BY G.C. MILLWORK DIMENSION PLAN \,Z - SCALE: 1/2" = 1'- 0" 2" RADIUS PROVIDE GROMMETS IN COUNTERTOP IN LINE WITH DUPLEX PLUGS BELOW, TYP. TO ALL SURFACES. FILE DRAWER, BASE CABINET M-413 AS DIMENSIONED. 2" RADIUS M -4C 0 UI vIUGR, RGF: H—o oL m— I V DRILL HOLE FOR POWER FOR LED UNDER COUNTER LIGHT STRIP HERE M -4B & 4C I M -4A I 3/8" TEMPERED CLEAR GLASS DIVIDER DRILL HOLE FOR POWER E'no 1 CR 1 IKIRCD nnl IKIrCo LJr\ILL F1ULL FUR r-UYYLr\ FVr\ LLV UNDER COUNTER LIGHT STRIP HERE *NOTE* FURNITURE SHOWN FOR REFERENCE ONLY. FURNITURE PROVIDED BY OWNER. U.N.O. MILLWORK NOTES PLAN SCALE: 1/2" = 1'- 0" Pgbott Assn,. CAA CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com 07 A8.1 o DASHED LINE a INDICATES 3/4" WOOD � ani BASE AT FLOOR 4 � 0 o 4 M • r-1 cox I M � 00 I PROVIDE 4-6" I PLYWOOD LOCKING CASTERS ON 00 m I KIOSK I 3/4" PLYWOOD BASE WALLS I 3/4" PLYWOOD KIOSK WALLS, EXTERIOR 06/A8.1 -p P -LAM M -4B, INTERIOR WHITE MELAMINE 4" 4" KIOSK BASE CABINET PLAN • r•1 r -I = 1'- 0" -4 SCALE: 1" * RECEPTION KIOSKS ARE FURNITURE TO BE BUILT AND INSTALLED BY G.C. MILLWORK DIMENSION PLAN \,Z - SCALE: 1/2" = 1'- 0" 2" RADIUS PROVIDE GROMMETS IN COUNTERTOP IN LINE WITH DUPLEX PLUGS BELOW, TYP. TO ALL SURFACES. FILE DRAWER, BASE CABINET M-413 AS DIMENSIONED. 2" RADIUS M -4C 0 UI vIUGR, RGF: H—o oL m— I V DRILL HOLE FOR POWER FOR LED UNDER COUNTER LIGHT STRIP HERE M -4B & 4C I M -4A I 3/8" TEMPERED CLEAR GLASS DIVIDER DRILL HOLE FOR POWER E'no 1 CR 1 IKIRCD nnl IKIrCo LJr\ILL F1ULL FUR r-UYYLr\ FVr\ LLV UNDER COUNTER LIGHT STRIP HERE *NOTE* FURNITURE SHOWN FOR REFERENCE ONLY. FURNITURE PROVIDED BY OWNER. U.N.O. MILLWORK NOTES PLAN SCALE: 1/2" = 1'- 0" Pgbott Assn,. CAA CONArchitects I n c o r p o rate d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com �P�OF C0 4 o99a CO JOHN k O BRUTSCHE\ Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: MILLWORK DETAILS A11111111111118m 1 9RH-1-2020 a� o C)•^ � ani N � 0 o • r-1 cox ®'��-- 00 co O ® N W -p • r•1 r -I �P�OF C0 4 o99a CO JOHN k O BRUTSCHE\ Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: MILLWORK DETAILS A11111111111118m 1 9RH-1-2020 a� o C)•^ � ani � 0 o • r-1 cox �P�OF C0 4 o99a CO JOHN k O BRUTSCHE\ Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: MILLWORK DETAILS A11111111111118m 1 9RH-1-2020 BRICK, M-5 (BEYOND) SCHEDULED FRAME SCHEDULED DOOR SCHEDULED WEATHER SEAL SCHEDULED DOOR SWEEP SCHEDULED THRESHOLD 4 a . ° M-5 2"x8" WOOD STUDS AT FLASHING OVER DOOR OPENING 16" O.C. W/R-21 BATT. BOND BEAM BRICK, M-5 LINTEL, PAINTED WEEP INSUL. SEALANT ® BRICK, M-5 1/2" PLYWOOD LCONCRETE CONT. FLEX. FLASHING CONCRETE OVER CONT. FLASHIN SLAB ° RE: CIVIL 5/8" GYP. RE: CIVIL a, ROD SHEATHING PER CONCRETE SLAB SEALANT AND RE: STRUCTURAL Lo DETAIL BD./PLYWOOD ON 15 BLACK SCREEN FILM STRUCT. — O.H. 1/2" 1 5/8"BACKER ROD SCALE: 1-1/2" = PLYWOOD SHEATHING. FRONT TYVEK BLDG PAPER OVER 2"x8" WOOD STUDS AT FLASHING L6 7/8" a" 2 3NTED P-3. WINDOW HEAD WINDOW HEAD DETAIL — SCALE: 1-1/2" = 1'- 0" TYVEK BLDG PAPER BRICK, M-8 16" O.C. W/R-21 MDF RETURN `r' ARCHITECTURAL E.I.F.S. 1/2" GYP. BD. ON bC . F�4 OVER CONT. FLASHIN 1x4 WOOD CASING 64 KEYSTONE BATT. INSUL. ON F 2"x8" WOOD STUDS AT 16" INTERIOR OF OFFICE N DETAIL — EXTERIOR DOOR 2x8 WOOD HEADER SCALE: 1-1/2" = e 1/2" 2x NAILER 1/2" SCHEDULED DOOR STEEL LINTEL (PAINTED WHITE) W/CONT FLASHING SCHEDULED FRAME ONE CONT. PIECE (NO BREAKS) OF 22 GA. ALUM. BREAK METAL SCHEDULED FRAME (BLACK) AROUND GARAGE DOOR JAMB, SEALED AT ENDS MASONRY FRAME SCHEDULED WEATHER SEAL SCHEDULED DOOR SCHEDULED DOOR TRACK ANCHOR DETAIL — O.H. DOOR HEAD 1 SCALE: 1-1/2" = 1'- 0" LIMESTONE AT BASE, M-10 WOOD INFILL FLOOR UNDER LIMESTONE SCHEDULED DOOR qBRICK, CONT. FLASHING W/BLDG PAPER OVERLAP DOOR CASING 10 3/8" 2x NAILER ONE CONT. PIECE (NO BREAKS) 1/2" GYP. BD. ON 2"x6" WOOD STUDS AT 16" O.C. W/R-21 BATT. INSUL. (BLACK) AROUND GARAGE DOOR °O DETAIL — DOOR HEAD JAMB SIMILAR DETAIL — DOOR JAMB L SCHEDULED WEATHER SEAL SCHEDULED DOOR SCALE: 1-1/2" = 1'- 0" SCALE: 1-1/2" = 1'- 0" PLYWOOD, ATTACH PER GARAGE DOOR SHOP DWGS 1/2" GYP. BD. ON 2"x6" 5/8" SMOOTH SANDED PLYWOOD FROM FLOOR TO CEILING AT PILASTERS BRICK, M-5 — O.H. DOOR JAMB WOOD STUDS AT 16" O.C. L SCALE: 1-1/2" = 1'- 0" W/R-21 BATT. INSUL. TYVEK BLDG PAPER 5/8" GYP. BD. (ON OVERLAP FLASHING r7 BRICK, M-5 INTERIOR OF ROOM) ON 2" N 4 3/4" 2"x4" WOOD STUDS AT OD AND SEALANT CONT. FLEX. FLASHING 16" O.C. 04FLEX. FLASHING OVER STEEL LINTEL 5/8" PLYWOOD ON SEALANT AND BACKER EXTERIOR OF ROOM Ln SHIM SUPPORT iv ROD 1/2" 1/2" 4 SHIM SUPPORT SCHEDULED WINDOW SCHEDULED FRAME SEALANT In SCHEDULED WINDOW r� `O 1 X WOOD INFILL In WOOD INFILL r� SCHEDULED DOOR SCHEDULED TRIM '5 5/8" 4 2 3/8 5 3/4" 1/2" GYP. BD. ON 2"x6" WOOD STUDS AT 16" O.C. w/R-21 BATT. INSUL. DETAIL — WINDOW HEAD DETAIL — DOOR HEAD DETAIL — WINDOW JAMB (JAMB SIMILAR) � (JAMB SIMILAR) 20 C> SCALE: 1-1/2" = 1'- 0" SCALE: 1-1/2" = 1'- 0" SCALE: 1-1/2" = 1'- 0" BRICK, M-5 (BEYOND) SCHEDULED FRAME SCHEDULED DOOR SCHEDULED WEATHER SEAL SCHEDULED DOOR SWEEP SCHEDULED THRESHOLD 4 a . ° 5� SCHEDULED FRAME SCHEDULED DOOR CHEDULED FLOORING DETAIL — DOOR SILL SCALE: 1-1/2" = 1'- 0" 7 1 /A" M-5 2"x8" WOOD STUDS AT FLASHING OVER DOOR OPENING 16" O.C. W/R-21 BATT. BOND BEAM STEEL LINTEL, PAINTED WEEP INSUL. SEALANT ® BRICK, M-5 WINDOW WITH LCONCRETE CONT. FLEX. FLASHING CONCRETE OVER CONT. FLASHIN SLAB ° RE: CIVIL SEALANT AND BACKER RE: CIVIL a, ROD SLAB CONCRETE SLAB RE: STRUCTURAL Pon",rgss RE: STRUCTURAL Lo DETAIL — EXTERIOR DOOR SILL 15 BLACK SCREEN FILM DETAIL — O.H. SCALE: 1-1/2" = 1'- 0" SCALE: 1-1/2" = PLYWOOD SHEATHING. FRONT TYVEK BLDG PAPER OVER FACE OF SHEATHING TO BE FLASHING L6 7/8" a" 2 3NTED P-3. WINDOW HEAD WINDOW HEAD DETAIL — SCALE: 1-1/2" = 1'- 0" BRICK, M-8 MDF RETURN `r' ARCHITECTURAL E.I.F.S. bC . F�4 1x4 WOOD CASING 64 KEYSTONE 5/8" GYP. BD./PLYWOOD ON F 2"x8" WOOD STUDS AT 16" O.C. W/R-21 BATT INSUL. DETAIL — EXTERIOR DOOR 2x8 WOOD HEADER SCALE: 1-1/2" = e 2x NAILER STEEL LINTEL (PAINTED WHITE) W/CONT FLASHING ONE CONT. PIECE (NO BREAKS) OF 22 GA. ALUM. BREAK METAL (BLACK) AROUND GARAGE DOOR JAMB, SEALED AT ENDS SCHEDULED WEATHER SEAL SCHEDULED DOOR SCHEDULED DOOR TRACK DETAIL — O.H. DOOR HEAD 1 SCALE: 1-1/2" = 1'- 0" LIMESTONE AT BASE, M-10 M-8, EXTEND TO FINISH FLOOR UNDER LIMESTONE qBRICK, CONT. FLASHING W/BLDG PAPER OVERLAP 2x NAILER ONE CONT. PIECE (NO BREAKS) 00 OF 22 GA. ALUM. BREAK METAL (BLACK) AROUND GARAGE DOOR °O JAMB, SEALED AT ENDS SCHEDULED WEATHER SEAL SCHEDULED DOOR AMFE— 2x6 VERTICAL JAMB, OVER PLYWOOD, ATTACH PER GARAGE DOOR SHOP DWGS 5/8" SMOOTH SANDED PLYWOOD FROM FLOOR TO CEILING AT PILASTERS DETAIL — O.H. DOOR JAMB L SCALE: 1-1/2" = 1'- 0" 5� SCHEDULED FRAME SCHEDULED DOOR CHEDULED FLOORING DETAIL — DOOR SILL SCALE: 1-1/2" = 1'- 0" 7 1 /A" DOOR TRIM BEYOND SCHEDULED POCKET FRAME SCHEDULED POCKET DOOR SCHEDULED FLOORING WOOD BASE BEYOND DETAIL — DOOR SILL SCALE: 1-1/2" = 1'- 0" 2 3/8" 4" 15 1/4" BRICK, M-5 2"x8" WOOD STUDS AT FLASHING OVER DOOR OPENING 16" O.C. W/R-21 BATT. BOND BEAM STEEL LINTEL, PAINTED WEEP INSUL. SEALANT ® BRICK, M-5 WINDOW WITH BLACK CONT. FLEX. FLASHING CONCRETE OVER CONT. FLASHIN OVER STEEL LINTEL C-2 RE: CIVIL SEALANT AND BACKER M a, ROD SLAB SHIM SUPPORT RE: STRUCTURAL Pon",rgss iV Lo SCHEDULED WINDOW, WITH BLACK SCREEN FILM DETAIL — O.H. 2X4 WOOD FURRING W/1/2" MASONRY FRAME SCALE: 1-1/2" = PLYWOOD SHEATHING. FRONT o FACE OF SHEATHING TO BE ANCHOR L6 7/8" a" 2 3NTED P-3. WINDOW HEAD WINDOW HEAD DETAIL — SCALE: 1-1/2" = 1'- 0" DOOR TRIM BEYOND SCHEDULED POCKET FRAME SCHEDULED POCKET DOOR SCHEDULED FLOORING WOOD BASE BEYOND DETAIL — DOOR SILL SCALE: 1-1/2" = 1'- 0" 2 3/8" 4" 15 1/4" BRICK, M-5 CONT. FLASHING OVER DOOR OPENING C.M.U. BOND BEAM STEEL LINTEL, PAINTED WEEP HOLE SEALANT AND BACKER ROD SCHEDULED WINDOW WITH BLACK SCREEN FILM !1 DETAIL — WINDOW HEAD SCALE: 1-1/2" = 1'- 0" DETAIL — DOOR JAMB SCALE: 1-1/2" = 1'- 0" 1/2" GYP. BD. ON 2"x6" WOOD STUDS AT 16" O.C. W/R-21 BATT INSUL. DOOR CASING WOOD INFILL BASE BEYOND DOOR TRIM RULED FRAME RULED DOOR DOOR TRIM GYP. BD. ON 2"x4" STUDS AT 16" O.C. DOOR TRIM BEYOND SCHEDULED FRAME SCHEDULED DOOR SCHEDULED FLOORING WOOD BASE BEYOND DETAIL — DOOR SILL SCALE: 1-1/2" = 1'- 0" 6 1/2" 5 11/2" TYVEK BLDG PAPER OVER CONT. FLASHING --STEEL LINTEL W/CONT N FLASHING SEALANT AND BACKER ROD SCHEDULED FRAME �I SCHEDULED DOOR �4 3/4"� 5 3/4" 1 1/2" 1 1 DETAIL — DOOR HEAD 5/8" GYP. BD./PLYWOOD ON 2"x8" WOOD STUDS AT 16" O.C. W/R-21 BATT. INSUL. 1x4 WOOD CASING MDF RETURN SCALE: 1-1/2" = 1'- 0" 8 3/8" 5 1/2" 5 5/8" 4" 1 1 2 3/8" SCHEDULED WINDOW STOREFRONT SILL STOREFRONT FLASHING WOOD INFILL - IN WOOD TRIM 1/2" GYP. BD. ON 2"x6" CAST STONE SILL WOOD STUDS AT 16" O.C. W/R-21 BATT. INSUL. CONT. MASONRY SILL FLASHING Lr TYVEK BLDG PAPER OVER LIMESTONE VENEER SHEATHING 6 1/2„ 5 1/2" OVER 4" CMU DETAIL — WINDOW SILL 21 SCALE: 1-1/2" = 1'- 0" 'LK BLUE F'AF'LK UVLR JT. MTL FLASHING :EL LINTEL W/CONT SHING LANT AND BACKER EDULED FRAME EDULED DOOR 6 5/8" 5 3/4"� 1 1/2" DETAIL — EXTERIOR DOOR HEAD SCALE: 1-1/2" = 1'- 0" 4 1/2"[ 00 00 1/2" GYP. BD. ON 2"x4" WOOD STUDS AT 16" O.C. 3" SOUND ATTENUATION INSULATION N DOOR CASING SCHEDULED FRAME 0 SCHEDULED DOOR LOIrkr DETAIL — DOOR HEAD SCALE: 1-1/2" = 1'- 0" WOOD BASE BEYOND WOOD DOOR TRIM SCHEDULED FRAME SCHEDULED DOOR WOOD DOOR TRIM 3" SOUND ATTENUATION INSULATION 1/2" GYP. BD. ON 2"x4" WOOD STUDS AT 16" O.C. DETAIL — DOOR JAMB SCALE: 1-1/2" = 1'- C SCHEDULED DOOR SCHEDULED FRAME SCHEDULED FLOORING RESILIENT TRANSITION STRIP DETAIL — DOOR SILL SCALE: 1-1/2" = 1'- 0" 1 7/8" 15 3/4" I 4" BRICK, BRICK, M-5 CONT. FLASHING OVER DOOR SEALANT AND C.M.U. BOND BEAM 1/2" 1 5/8 LZ�"BACKER ROD WEEP HOLE SEALANT TYVEK BLDG PAPER SCHEDULED FRAME a CONCRETE OVER CONT. FLASHIN •� C-2 RE: CIVIL SCHEDULED DOOR M a, CONCRETE SLAB RE: STRUCTURAL Pon",rgss SCHEDULED FRAME Lo DETAIL — O.H. DOOR SILL MASONRY FRAME SCALE: 1-1/2" = 1'- 0" o ANCHOR 00 b N MDF RETURN `r' bC . F�4 1x4 WOOD CASING 64 5/8" GYP. BD./PLYWOOD ON F 2"x8" WOOD STUDS AT 16" O.C. W/R-21 BATT INSUL. DETAIL — EXTERIOR DOOR JAMB SCALE: 1-1/2" = 1'- 0" 1/2" GYP. BD. ON 2"x4" WOOD STUDS AT 16" O.C. 3" SOUND ATTENUATION INSULATION N DOOR CASING SCHEDULED FRAME 0 SCHEDULED DOOR LOIrkr DETAIL — DOOR HEAD SCALE: 1-1/2" = 1'- 0" WOOD BASE BEYOND WOOD DOOR TRIM SCHEDULED FRAME SCHEDULED DOOR WOOD DOOR TRIM 3" SOUND ATTENUATION INSULATION 1/2" GYP. BD. ON 2"x4" WOOD STUDS AT 16" O.C. DETAIL — DOOR JAMB SCALE: 1-1/2" = 1'- C SCHEDULED DOOR SCHEDULED FRAME SCHEDULED FLOORING RESILIENT TRANSITION STRIP DETAIL — DOOR SILL SCALE: 1-1/2" = 1'- 0" 1 7/8" 15 3/4" I 4" BRICK, M-5 CONT. FLASHING OVER DOOR OPENING C.M.U. BOND BEAM STEEL LINTEL, PAINTED WEEP HOLE SEALANT AND BACKER ROD SCHEDULED FRAME SCHEDULED DOOR DETAIL — DOOR HEAD SCALE: 1-1/2" = 1'- 0" 8" CMU SEALANT AND BACKER ROD 1/2-17 1 5/8" SCHEDULED FRAME MASONRY FRAME ANCHOR 00 L SCHEDULED DOORa L LO M BRICK, M-5 00 DETAIL — DOOR JAMB SCALE: 1-1/2" = 1'- 0" SCHEDULED WEATHER SEAL LIMESTONE BEYOND SCHEDULED DOOR TRACK SCHEDULED DOOR ONE CONT. PIECE (NO BREAKS) OF 22 GA. ALUM. BREAK METAL (BLACK) AROUND GARAGE DOOR o JAMB, ,SEALED AT ENDS CONArchitects I n c o r p o r a t e d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com V-0- Q N o a Iao a N O v�f o a CONCRETE DRIVE •� C-2 RE: CIVIL 4 a, CONCRETE SLAB RE: STRUCTURAL Pon",rgss DETAIL — O.H. DOOR SILL CAA SCALE: 1-1/2" = 1'- 0" o ® CONArchitects I n c o r p o r a t e d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com v� N o N O v�f o LO x •� C-2 ®co 'F� +> 00 ® b N bC . F�4 64 ..� F v� N o GA O O v�f o LO x •� C-2 CO JOHN A. O BRUTSCHE,\, Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: HEAD, JAMB, AND SILL DETAILS * NOTE: SEE E-2.01 FOR ELECTRICAL INTERIOR ELEVATIONS. 3/A-8 2/A-8 r� f-28 �2�2-J LSI L- 1 20 30" MIN. CL,EAR 5 LUNCH WORK 105 SCALE: 3/8" = 1'- 0" BY COUCH SHOULD NOTA DESIGNED SHARPAD OR ABRASI EQG�$ RAISED CHARACTERS SHALL BE 32 MIN. ABOVE THEIR BACKGROUN . CHARACTERS SHALL BE SAN SERIF ��PPNNAAT A D UPPER ASE. Ct ACTERS HEIGHT BASEULINE SSHHALLRTICBE 5/8 LLY FRP AND 2" lilk. SIGAGE REQUIREMENTS. R 7 FOR COMPLETE RESTROOM It SIGN DETAIL O NO SCALE 6 8�� PC -1, 1 TEXTURED 13 LIGHT ORANGE PEEL FINISH 12 16 2 � immin LUNCH WORK 105 4 SCALE; 3/8" = 1'- 0" GC TO PROVIDE BLOCKIN IN WALL FOR TV --�i 8/A-8 4 04 I I I ®D I GENERAL TOILET ROOM NOTES ,.8 1 13 A-2.1, ON CUSTOMER PC -1, TEXTURED LIGHT ORANGE PEEL FINISH PC -1, TEXTURED LIGHT ®0 13 10 PC -1, \ ORANGE PEEL FINISH TURED BY CONTRACTOR. 2401 LIGHT \ 1 I o 7i� I CONArchitects I ®0 I L J 21 \ PC -1, TEXTURED LK ORANGE PEEL FIN ® ® PC -3 29 12 HT SH INDICATED ON PLANS. MOUNTED TO WOOD BLOCKING IN GYP. BD. PARTITIONS OR WITH LAG SCREWS AND EXPANSION SHIELDS AT C.M.U. ROLL TOILET TISSUE DISPENSER, BRUSHED CHROME • TA2 - MOUNTED TO WOOD BLOCKING IN GYPSUM BOARD PARTITIONS TA3 - FOLDED TOWEL DISPENSER, BRUSHED CHROME, MOUNTED TO WOOD BLOCKING IN GYPSUM BOARD PARTITIONS OR WITH LAG SCREWS AND EXPANSION SHIELDS AT M FINISH I r, c o r P o r m t e d 703 San Ysidm Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com ` I 1 ' CASED 26 / \� I \ N AT -4D 10 PC -3 PC -3 6 PENING / I / I N ®� 4 o ® � = LUNCH WORK 105- 21 SCALE; 3/8" =1'- o"GENERAL TOILET ROOM NOTES ■w1■I■�1!" / \ 1 10 N ® 0 2 I OPEN FOR N \ / \ / INSULATE ALL HOT WATER PIPES AND P -TRAPS UNDER ■ ~nN 1 \ / N FRIDGE 13. SCHEDULED DOOR, REF: A-2.1 `! OF C04o 9�Q WALL SINKS PER T.A.S. 7 A. 30 CASED OPENING 3 3 16 17 ® ® 121 ® 3. HANDICAPPED GRAB BARS ARE TO ANCHORED TO WOOD Qv 8 22-J15. o N SCHEDULED WINDOW, REF: A-2 CO JOHN k O dLLJ 1 -5 BLOCKING IN STUD WALLS. 16. 5'-21 _p BRUTSCHE' �2�2-J LSI L- 1 20 30" MIN. CL,EAR 5 LUNCH WORK 105 SCALE: 3/8" = 1'- 0" BY COUCH SHOULD NOTA DESIGNED SHARPAD OR ABRASI EQG�$ RAISED CHARACTERS SHALL BE 32 MIN. ABOVE THEIR BACKGROUN . CHARACTERS SHALL BE SAN SERIF ��PPNNAAT A D UPPER ASE. Ct ACTERS HEIGHT BASEULINE SSHHALLRTICBE 5/8 LLY FRP AND 2" lilk. SIGAGE REQUIREMENTS. R 7 FOR COMPLETE RESTROOM It SIGN DETAIL O NO SCALE 6 8�� PC -1, 1 TEXTURED 13 LIGHT ORANGE PEEL FINISH 12 16 2 � immin LUNCH WORK 105 4 SCALE; 3/8" = 1'- 0" GC TO PROVIDE BLOCKIN IN WALL FOR TV --�i MANAGERS OFFICE 104 1Q,I SCALE: 3/8" = 1'- 0" 19/A-9 6 r 21/A-9 04 * ALL EXTERIOR CABINETS TO BE PLYWOOD CONST - NO PARTICLE BOARD - SHELVING. DRAWER FRONTS AND CABINET DOORS TO BE MDF CONSTRUCTION. 19/A-9 6 24 ❑❑ ❑❑ 20/A-9 8�` 12 PC -1, TEXTURED LIGHT ORANGE PEEL FINISH 2 21/A-9 I N 20 MANAGERS OFFICE 104 1 SCALE: 3/8" = 1'- 0" 27 CENTER LT. PC -12 OVER SINK PC -12 \ TA5 TA6 TA4 PC -12 39"-41' 27 9 TA3 6" 27 = 0 3, 0„ � I \ J 1'-0" I 3'-6" � 4 IFE e VFR -0"CLEAR FRP TA FRP i0 TAII LO T 2 .13 I 20 N 20 `nTA2 F LUNCH / WORK 105 SCALE; 3/8" = 1'- 0" 4 ,,,,-24 20/A-9 -15 PC -1, TEXTURED LIGHT ORANGE PEEL FINISH -6 0 10 PC -12 '18-'---- PC-1, -'--iPC-1, TEXTURED LIGHT ORANGE PEEL FINISH MANAGERS OFFICE 104 1 SCALE: 3/8"= 1'- 0" 8/A-8 4 6 I I I ®D I GENERAL TOILET ROOM NOTES L-_-_-- PC -3 13 A-2.1, ON CUSTOMER PC -1, TEXTURED LIGHT ORANGE PEEL FINISH 15 ®0 13 10 PC -1, \ MANAGERS OFFICE 104 1Q,I SCALE: 3/8" = 1'- 0" 19/A-9 6 r 21/A-9 04 * ALL EXTERIOR CABINETS TO BE PLYWOOD CONST - NO PARTICLE BOARD - SHELVING. DRAWER FRONTS AND CABINET DOORS TO BE MDF CONSTRUCTION. 19/A-9 6 24 ❑❑ ❑❑ 20/A-9 8�` 12 PC -1, TEXTURED LIGHT ORANGE PEEL FINISH 2 21/A-9 I N 20 MANAGERS OFFICE 104 1 SCALE: 3/8" = 1'- 0" 27 CENTER LT. PC -12 OVER SINK PC -12 \ TA5 TA6 TA4 PC -12 39"-41' 27 9 TA3 6" 27 = 0 3, 0„ � I \ J 1'-0" I 3'-6" � 4 IFE e VFR -0"CLEAR FRP TA FRP i0 TAII LO T 2 .13 I 20 N 20 `nTA2 F LUNCH / WORK 105 SCALE; 3/8" = 1'- 0" 4 ,,,,-24 20/A-9 -15 PC -1, TEXTURED LIGHT ORANGE PEEL FINISH -6 0 10 PC -12 '18-'---- PC-1, -'--iPC-1, TEXTURED LIGHT ORANGE PEEL FINISH MANAGERS OFFICE 104 1 SCALE: 3/8"= 1'- 0" GC TO PROVIDE BLOCKING 1/A-8 8/A-8 6 4 4 PC -1, TEXTURED LIGHT GENERAL TOILET ROOM NOTES IN WALL FOR TV I I I I Ili o I ORANGE PEEL FINISH A-2.1, ON CUSTOMER 15 LIGHT--1 IGHT`4 FINISH �8 13 6 PC -1, \ r TURED BY CONTRACTOR. 2401 LIGHT \ 1 I o 7i� I CONArchitects I ®0 I L J 21 \ PC -1, TEXTURED LK ORANGE PEEL FIN ® ® PC -3 29 12 HT SH INDICATED ON PLANS. MOUNTED TO WOOD BLOCKING IN GYP. BD. PARTITIONS OR WITH LAG SCREWS AND EXPANSION SHIELDS AT C.M.U. ROLL TOILET TISSUE DISPENSER, BRUSHED CHROME • TA2 - MOUNTED TO WOOD BLOCKING IN GYPSUM BOARD PARTITIONS TA3 - FOLDED TOWEL DISPENSER, BRUSHED CHROME, MOUNTED TO WOOD BLOCKING IN GYPSUM BOARD PARTITIONS OR WITH LAG SCREWS AND EXPANSION SHIELDS AT M FINISH I r, c o r P o r m t e d 703 San Ysidm Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com ` I 1 ' CASED 26 / \� I \ N AT -4D 10 PC -3 PC -3 6 PENING / I / I N ®� 4 o ® � = LUNCH WORK 105- 21 SCALE; 3/8" =1'- o"GENERAL TOILET ROOM NOTES ■w1■I■�1!" / \ 1 10 N ® 0 2 TYPICAL. N 2. INSULATE ALL HOT WATER PIPES AND P -TRAPS UNDER ■ ~nN 1 M Ir.��ll N 29 13. SCHEDULED DOOR, REF: A-2.1 `! OF C04o 9�Q WALL SINKS PER T.A.S. 7 30 13 3. HANDICAPPED GRAB BARS ARE TO ANCHORED TO WOOD Qv 8 22-J15. SCHEDULED WINDOW, REF: A-2 CO JOHN k O 1 -5 BLOCKING IN STUD WALLS. 16. 5'-21 _p BRUTSCHE' TO LET ROOM 103 17. BAR SINK 3063 4. PAINT WALL AND CEILING. TYPICAL. N r �0 8 " 18. FEDERAL BRACE BRUNSWICK 16" X 2" X 16" STAINLESS SCALE; 3/8 = 1 - O 10 0 5. SERVICE 102 NI SCALE: 3/8" = 1'- 0" GC TO PROVIDE BLOCKING 1/A-8 PC -1, TEXTURED LIGHT RANGE PEEL FINISH O22 6 4 Olt 8 6 GENERAL TOILET ROOM NOTES IN WALL FOR TV I I I I Ili o I y A-2.1, ON CUSTOMER ALL TOILET ACCESSORIES FURNISHED & INSTALLED LIGHT--1 IGHT`4 FINISH �8 13 6 PC -1, \ r TURED BY CONTRACTOR. ■I1�1■1 LIGHT 9 1 I • TA1 - HANDICAPPED GRAB BARS, 1-1/2" DIAMETER, CHROME PLATED, WITH KNURLED GRIPPING SURFACE AS 7i� I CONArchitects I ®0 I L J 21 \ PC -1, TEXTURED LK ORANGE PEEL FIN ® ® PC -3 29 12 HT SH INDICATED ON PLANS. MOUNTED TO WOOD BLOCKING IN GYP. BD. PARTITIONS OR WITH LAG SCREWS AND EXPANSION SHIELDS AT C.M.U. ROLL TOILET TISSUE DISPENSER, BRUSHED CHROME • TA2 - MOUNTED TO WOOD BLOCKING IN GYPSUM BOARD PARTITIONS TA3 - FOLDED TOWEL DISPENSER, BRUSHED CHROME, MOUNTED TO WOOD BLOCKING IN GYPSUM BOARD PARTITIONS OR WITH LAG SCREWS AND EXPANSION SHIELDS AT M FINISH I r, c o r P o r m t e d 703 San Ysidm Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com ` I 1 ' CASED O D® D® 7 1 / N 20 / • TA4C-FRAMED TEMPERED GLASS MIRROR WITH POLISHED EDGES, MOUNTED TO WOOD BLOCKING IN GYPSUM BOARD PARTITIONS OR WITH LAG SCREWS AND EXPANSION SHIELDS AT C.M.U. ADHERE MIRROR TO WOOD CLEATS WITH CONTINUOUS MASTIC. COAT HOOK, BRUSHED CHROME, MOUNTED TO BACK I \ Q) AT -4D 10 PC -3 PC -3 • TA5 - (TOILET ROOM SIDE) OF DOORS AT 40" MIN. - 48" MAX. AFF. SOAP DISPENSER. / CONTACT OWNER FOR TECH TA6 TOILET ACCESSORIES. PENING / I / I N ®� 4 o ® � = LUNCH WORK 105- 21 SCALE; 3/8" =1'- o"GENERAL TOILET ROOM NOTES ■w1■I■�1!" I PC -1, TEXTURED LIGHT RANGE PEEL FINISH O22 6 4 Olt 8 6 PC -3 6 4 I I I I Ili o I y A-2.1, ON CUSTOMER 13 LIGHT--1 IGHT`4 FINISH �8 13 6 PC -1, \ TE TURED - ■I1�1■1 LIGHT o 1 I RANGE 7i� Elm PEEL 0 L FINISH THERMOSTAT SWITCHES TEXTURED LIGHT ORANGE 26 FINISH N ISH ` I 1 ' CASED PICTORIALSHALL AND SYMBOLSPER T.A.S. 4.30. SEE / 10 I \ CASED OPENING / \ / \ AT -4D 10 PC -3 PC -3 n I PC -1, TEXTURED LIGHT RANGE PEEL FINISH O22 TAl 1. SIGNAGL I -UK KLSI KOOM SHALL :JL INSIALLLU UN IHL � 6 4 I I I I Ili o I 6 A-2.1, ON CUSTOMER PC -1, TEXTURED ORANGE PEEL LIGHT--1 IGHT`4 FINISH �8 6 \ '+AAA) L J � ■I1�1■1 ALARM PANEL COUNTER PROVIDE WATERFALL EDGE AT EACH END. 1 I TING HEIGHT INCHES PROVIDE MOUBRAILLE PC -1, Elm �12 0 L \ / THERMOSTAT SWITCHES TEXTURED LIGHT ORANGE 26 FINISH N ISH ` I 1 ' CASED PICTORIALSHALL AND SYMBOLSPER T.A.S. 4.30. SEE / OPENINGNLEAR / \ I \ CASED OPENING / \ / \ AT -4D 10 12 8 ® o n PENING / I / I �7 . . ■w1■I■�1!" / \ 1 10 N 7 TYPICAL. N L 2p 1 -5 TO F A�E TECH. RESTROOM 107 1 3 TECH. RESTR00 107 1 2 11 TECH. RESTROOM 107 11 TECH. RESTROOM 107 TOILET ROOM 103 14 SCALE: 3/8" = 1'- 0" SCALE: 3/8" = 1'- 0" SCALE: 3/8" = 1'- 0" SCALE: 3/8" = 1'- 0" SCALE: 3/8" = 1'- 0" MM" 7/ SCALE: GC A PROVIDE BLOCKING 4/A-8 IN WALL FOR TV I i� 10 10 / 3 RECEPTION / WAITING 101 SCALE; 3/8" = 1'- 0" r_w; PN MANAGERS OFFICE 104 16 SCALE: 3/8" = 1'- 0" *SEE A-7.1 FOR CAB. DIMENSIONS 4 RECESSED LINEN CAB. W/SOLID DOORS 19 OPEN SHELF AT zIMAX MIN. 40" AFF TO 48" AF 39"-41" TAl 1. SIGNAGL I -UK KLSI KOOM SHALL :JL INSIALLLU UN IHL � 6 4 I I I I Ili o I 6 A-2.1, ON CUSTOMER PC -1, TEXTURED ORANGE PEEL LIGHT--1 IGHT`4 FINISH �8 6 \ '+AAA) L J � ■I1�1■1 ALARM PANEL COUNTER PROVIDE WATERFALL EDGE AT EACH END. 1 I TING HEIGHT INCHES PROVIDE MOUBRAILLE PC -1, Elm �12 0 L \ / THERMOSTAT SWITCHES TEXTURED LIGHT ORANGE 26 FINISH N ISH ` I 1 ' CASED PICTORIALSHALL AND SYMBOLSPER T.A.S. 4.30. SEE / OPENINGNLEAR / \ I \ CASED OPENING / \ / \ AT -4D 10 12 8 ® o n PENING / I / I �7 . . ■w1■I■�1!" / \ 1 10 N 7 PN MANAGERS OFFICE 104 16 SCALE: 3/8" = 1'- 0" *SEE A-7.1 FOR CAB. DIMENSIONS 4 RECESSED LINEN CAB. W/SOLID DOORS 19 OPEN SHELF AT zIMAX MIN. 40" AFF TO 48" AF 39"-41" 0 TAl 1. SIGNAGL I -UK KLSI KOOM SHALL :JL INSIALLLU UN IHL � - 6 A-2.1, ON CUSTOMER PC -1, TEXTURED ORANGE PEEL LIGHT--1 IGHT`4 FINISH �8 6 \ '+AAA) � � ■I1�1■1 ALARM PANEL COUNTER PROVIDE WATERFALL EDGE AT EACH END. 1 I TING HEIGHT INCHES PROVIDE MOUBRAILLE Elm / \ / CASED 0 L 26 THERMOSTAT SWITCHES ` I 1 ' CASED PICTORIALSHALL AND SYMBOLSPER T.A.S. 4.30. SEE / OPENINGNLEAR / \ I \ PC -2 G OSS 'VM SMOOTH FINISH 8 �� AT -4D 10 GLASS ENDS n PENING / I / I .. . . ■w1■I■�1!" TYPICAL. N 2. INSULATE ALL HOT WATER PIPES AND P -TRAPS UNDER ■ ~nN 1 M Ir.��ll 0 SERVICE 102 SERVICE 102 6 SCALE: 3/8" = 1'- 0" SCALE: 3/8" = 1'- 0" GC TO PROVIDE BLOCKING 9/A_8 IN WALL FOR TV --7\ MMM�9 IIIIIIIIIIIIIIIIIIIIIt rdlklw��� I PC -1, rEXTURED LIGHT ORAIIIGE PEEL FINISH TEXTURED113 PC_1 18 LIGHT �--iwinnnnn- ORANGE PEEL � IIIIIIIIIu llllllllllllllllll�-� 2 RECEPTION / WAITING 101 SCALE; 3/8" = 1'- 0" 19/A-9 6 21/A-9 14 I N 24 15 N 0 I r TAl 1. SIGNAGL I -UK KLSI KOOM SHALL :JL INSIALLLU UN IHL � - 6 A-2.1, ON CUSTOMER PC -1, TEXTURED ORANGE PEEL LIGHT--1 IGHT`4 FINISH �8 6 \ '+AAA) CO / / FROSTED GLASS IFIN CENTER 2'_011 ALARM PANEL COUNTER PROVIDE WATERFALL EDGE AT EACH END. 1 I TING HEIGHT INCHES PROVIDE MOUBRAILLE \ / \ / CASED 0 L 26 THERMOSTAT SWITCHES ` I 1 ' CASED PICTORIALSHALL AND SYMBOLSPER T.A.S. 4.30. SEE / OPENINGNLEAR / \ I \ PC -2 G OSS 'VM SMOOTH FINISH 8 �� AT -4D 10 GLASS ENDS n PENING / I / I 11/A-10. SERVICE 102 SERVICE 102 6 SCALE: 3/8" = 1'- 0" SCALE: 3/8" = 1'- 0" GC TO PROVIDE BLOCKING 9/A_8 IN WALL FOR TV --7\ MMM�9 IIIIIIIIIIIIIIIIIIIIIt rdlklw��� I PC -1, rEXTURED LIGHT ORAIIIGE PEEL FINISH TEXTURED113 PC_1 18 LIGHT �--iwinnnnn- ORANGE PEEL � IIIIIIIIIu llllllllllllllllll�-� 2 RECEPTION / WAITING 101 SCALE; 3/8" = 1'- 0" 19/A-9 6 21/A-9 14 I N 24 15 N 0 I r TAl 1. SIGNAGL I -UK KLSI KOOM SHALL :JL INSIALLLU UN IHL � - W 2 RECEPTION / WAITING 101 SCALE; 3/8" = 1'- 0" 19/A-9 6 21/A-9 14 I N 24 15 N 0 I r 22 1. *1. PLASTIC LAMINATE CLAD EXTERIOR WALL CABINET. x TOILET ROOM 103 PROVIDE PRE -FAB WHITE MELAMINE INTERIOR. TYPICAL AT 15 (� ALL WALL CABINETS. SCALE: 3/8" = 1'- 0" 2. PLASTIC LAMINATE BASE CABINET WITH INTERIOR MELAMINE 4 OVER SINK AND ADJUSTABLE SHELVING. 3. ALL CABINETS AND DRAWERS TO HAVE WIRE PULLS. PC -1, TEXTURED LIG T 4. PAINTED WOOD CEILING TRIM. REF: A-8. 6 ORANGE PEEL FINISH 5. ALIGN TOP OF COUNTERTOP WITH WOOD INFILL AT SILL OF WINDOWS. SEE 21/A-91. 24 � 6. PAINTED WOOD WINDOW/DOOR TRIM. REF: A-8 O� �o 7. PLYWOOD SUPPORTS, PER MILLWORK DETAILS, 4 FINISH WITH 15 ❑ TA4' ` LAMINATE TO MATCH COUNTERTOP. O = 8. PAINTED 1/2" GYP. BOARD. (TEXTURED, LIGHT ORANGE O o M PEEL) ��--� m 3'-0" 1'-4 " IV O 9. HOLLOW METAL DOOR TRIM, PAINTED TO MATCH DOOR. M.IM x 10 PAINTED WOOD BASE REF A 8 COUNTERTOP M 4D REF.'I C12 �j TAl 1. SIGNAGL I -UK KLSI KOOM SHALL :JL INSIALLLU UN IHL � - W A-2.1, ON CUSTOMER WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. '+AAA) CO 4 6 COUNTER PROVIDE WATERFALL EDGE AT EACH END. i TING HEIGHT INCHES PROVIDE MOUBRAILLE ® TA2 O g�� 0 PICTORIALSHALL AND SYMBOLSPER T.A.S. 4.30. SEE 12. PLASTIC LAMINATE COUNTER TOP AND EXPOSED EDGE. n 'AI 11/A-10. TYPICAL. N 2. INSULATE ALL HOT WATER PIPES AND P -TRAPS UNDER ~nN 1 M N 13. SCHEDULED DOOR, REF: A-2.1 `! OF C04o 9�Q WALL SINKS PER T.A.S. 13 3. HANDICAPPED GRAB BARS ARE TO ANCHORED TO WOOD Qv ® 22-J15. SCHEDULED WINDOW, REF: A-2 CO JOHN k O 1 -5 BLOCKING IN STUD WALLS. 16. - _p BRUTSCHE' TO LET ROOM 103 17. BAR SINK 3063 4. PAINT WALL AND CEILING. TYPICAL. N r �0 8 " 18. FEDERAL BRACE BRUNSWICK 16" X 2" X 16" STAINLESS SCALE; 3/8 = 1 - O 0 5. WEATHER STRIP ALL SIDES OF DOOR AND PROVIDE DEPOT) LINEN AND TP WALL CABINET W/ SOLID DOORS. 19. 2'-4" x3' -4"x5" DEEP WITH 8"H. BOTTOM OPEN SHELF. 10/28/20 PC -3 19/A-9 4 SOUND REDUCING THRESHOLD. 6 - A-7.1 Date 6. WATER CLOSETS SHALL BE PROVIDED IN ACCORDANCE Da 00 WITH T.A.S. 416. CONTROLS FOR FLUSH VALVES SHALL 21. SAFETY GLASS. TYPICAL. Revisions BE MOUNTED ON THE WIDE SIDE OF THE TOILET NO MORE�0 22. TT�� Url 2 THAN 44" A.F.F. (T.A.S. 4.16.5) VA FI 9/18/20 -Issued for CBA GENERAL INTERIOR KEY NOTES' 24. a Plan Review 15 I 22 1. *1. PLASTIC LAMINATE CLAD EXTERIOR WALL CABINET. x TOILET ROOM 103 PROVIDE PRE -FAB WHITE MELAMINE INTERIOR. TYPICAL AT 15 (� ALL WALL CABINETS. SCALE: 3/8" = 1'- 0" 2. PLASTIC LAMINATE BASE CABINET WITH INTERIOR MELAMINE 4 OVER SINK AND ADJUSTABLE SHELVING. 3. ALL CABINETS AND DRAWERS TO HAVE WIRE PULLS. PC -1, TEXTURED LIG T 4. PAINTED WOOD CEILING TRIM. REF: A-8. 6 ORANGE PEEL FINISH 5. ALIGN TOP OF COUNTERTOP WITH WOOD INFILL AT SILL OF WINDOWS. SEE 21/A-91. 24 � 6. PAINTED WOOD WINDOW/DOOR TRIM. REF: A-8 O� �o 7. PLYWOOD SUPPORTS, PER MILLWORK DETAILS, 4 FINISH WITH 15 ❑ TA4' ` LAMINATE TO MATCH COUNTERTOP. O = 8. PAINTED 1/2" GYP. BOARD. (TEXTURED, LIGHT ORANGE O o M PEEL) ��--� m 3'-0" 1'-4 " IV O 9. HOLLOW METAL DOOR TRIM, PAINTED TO MATCH DOOR. M.IM x 10 PAINTED WOOD BASE REF A 8 COUNTERTOP M 4D REF.'I C12 �j TAl � � A-2.1, ON CUSTOMER CO 11. COUNTER PROVIDE WATERFALL EDGE AT EACH END. i TA2 00 0 r_ 12. PLASTIC LAMINATE COUNTER TOP AND EXPOSED EDGE. n TYPICAL. N I ~nN 1 M N 13. SCHEDULED DOOR, REF: A-2.1 `! OF C04o 9�Q 14. STAINLESS STEEL SCHLUTER TRIM AT END OF TILE.LO Qv 22-J15. SCHEDULED WINDOW, REF: A-2 CO JOHN k O 1 -5 16. 4" BACK SPLASH - AT KITCHEN ONLY BRUTSCHE' TO LET ROOM 103 17. BAR SINK 3063 r �0 8 " 18. FEDERAL BRACE BRUNSWICK 16" X 2" X 16" STAINLESS SCALE; 3/8 = 1 - O STEEL LOW PROFILE COUNTERTOP BRACKET 30148 (HOME DEPOT) LINEN AND TP WALL CABINET W/ SOLID DOORS. 19. 2'-4" x3' -4"x5" DEEP WITH 8"H. BOTTOM OPEN SHELF. 10/28/20 19/A-9 4 ALIGN HEADS. MATCH DOOR AND WAINSCOT COLOR. REF: 6 A-7.1 Date 20. SCHEDULED BASE M-2, REF: A-2.1 24 21. SAFETY GLASS. TYPICAL. Revisions 22. WALL TILE M -3A, REF: A-2.1 23. WALL TILE M -3B, REF: 2 /A-9❑❑❑❑ A-2.1 9/18/20 -Issued for CBA 24. PROVIDE PAINT GRADE WOOD AT ALL WINDOW RETURNS. Plan Review 15 I FLOOR-MOU T TYPE DOOR STOP. EIE � 25. 3/8" TEMPERED GLASS WITH ETCHED DESIGN, 10/28/20 -Issued for Permit 26. REF: A-8 Submittal 27. WHITE F.R.P. TO 4'-6" A.F.F. IN TECH RESTROOM. SEE A-2.1 FOR PAINT COLOR ABOVE 4'-6". ® 21/A-98�i 00 28. " PLYWOOD PANEL FOR COMMUNICATIONS BOARD. PAINT TO I MATCH WALLS. 10 PC -1, TEXTURED LIGHT N ORANGE PEEL FINISH 29. PROVIDE 2" DIAMETER OPENING WITH GROMMET IN COUNTERTOP. ALIGN GROMMET WITH OUTLETS BELOW. GC TO PROVIDE AND INSTALL DRAWER ORGANIZER 1i RECEPTION / WAITING 101 30. WITH COMPARTMENTS (SIMILAR TO HOME DEPOT PRODUCT, REGENCY DRAWER ORGANIZER WITH 8 -COMPARTMENTS, SCALE: 3/8" = 1'- 0" / MODEL #CD1) AT EACH DESK. Project No. 20-13 4 19/A-9 6 13 21 6 Drawn By: 21 24 Date: 10/28/20 20/A-9 10 \� 15 PC_1, 24 3'-0" 1'-6" Sheet Title: TEXTURED'UE 15 PEEL \ 11 18 MANGE I\ \SH �8 till 00 INTERIOR 21/A -s ELEVATIONS PC -3 14 � pbwn4ss- Drawina No. 1 RECEPTION / WAITING 101 SCALE; 3/8" = 1'- 0" STRUCTURAL ABBREVIATIONS STRUCTURAL ABBREVIATIONS # POUND(S), NUMBER INT INTERIOR & AND J/BRG JOIST BEARING (E) EXISTING JG JOIST GIRDER @ AT JG/BRG JOIST GIRDER BEARING AB ANCHOR BOLT JST JOIST ADDL ADDITIONAL JT JOINT ALT ALTERNATE kip 1,000 POUNDS APPROX APPROXIMATE(LY) ksi kips PER SQUARE INCH ARCH ARCHITECT(URAL) LB POUND B/FTG BOTTOM OF FOOTING LLH LONG LEG HORIZONTAL BLDG BUILDING LLV LONG LEG VERTICAL BLKG BLOCKING MAX MAXIMUM BM BEAM MECH MECHANICAL BMD BOTTOM OF METAL DECK MEZZ MEZZANINE BOT BOTTOM MFR MANUFACTURER BP BASE PLATE MIN MINIMUM BRG BEARING MISC MISCELLANEOUS BTWN BETWEEN MTL METAL C -C CENTER TO CENTER NTS NOT TO SCALE CANT CANTILEVER(ED) oc ON CENTER CFS COLD -FORMED STEEL OPNG OPENING CIP CAST -IN-PLACE PAF POWER -ACTUATED CJ CONTROL OR CONST JOINT FASTENER CL CENTER LINE PARA PARAPET CLR CLEAR PEMB PRE-ENGINEERED METAL CMU CONCRETE MASONRY UNIT BUILDING (MANUFACTURER) COL COLUMN PIL PILASTER CONC CONCRETE PL PLATE CONN CONNECTION PLYWD PLYWOOD CONST CONSTRUCTION psf POUNDS PER SQUARE FOOT CONT CONTINUOUS PTDF(L) PRESSURE TREATED DOUGLAS FIR (LARCH) CTR CENTER PTSPF PRESSURE TREATED DBL DOUBLE SPRUCE PINE FIR DC DEMAND CRITICAL (WELD) PTSYP PRESSURE TREATED deg DEGREE SOUTHERN YELLOW PINE DF (L) DOUGLAS FIR (LARCH) REINF REINFORCED, REINFORCING dia DIAMETER READ REQUIRED DIM DIMENSION SCHED SCHEDULE do/DO DITTO SHTG SHEATHING DWG DRAWING SIM SIMILAR DWL DOWEL SPF SPRUCE PINE FIR EA EACH STD STANDARD EF EACH FACE STL STEEL EL ELEVATION STRUC STRUCTURAL ELEV ELEVATOR SYP SOUTHERN YELLOW PINE EMB EMBEDMENT T&B TOP AND BOTTOM EQ EQUAL T&G TONGUE AND GROOVE ETC ET CETERA T/BRG TRUSS BEARING EW EACH WAY T/CONC TOP OF CONCRETE EXP EXPANSION T/FTG TOP OF FOOTING EXT EXTERIOR T/PAN TOP OF PANEL FDN FOUNDATION T/PARA TOP OF PARAPET FF FINISH FLOOR T/PIL TOP OF PILASTER FIN FINISH T/S TOP OF SLAB FLR FLOOR T/STL TOP OF STEEL FRMG FRAMING TYP TYPICAL FTG FOOTING UNO UNLESS NOTED OTHERWISE FV FIELD VERIFY USGS US GEOLOGICAL SURVEY ga GAUGE VAR VARIES GALV GALVANIZE(D) VERT VERTICAL GLB GLUE -LAMINATED BEAM w/ WITH HGR HANGER WHS WELDED HEADED STUD(S) HK HOOK WP WORK POINT HORIZ HORIZONTAL WWR WELDED WIRE HSS HOLLOW STRUCTURAL REINFORCEMENT SECTION DEFERRED SUBMITTALS THE FOLLOWING DESIGN ELEMENTS MUST BE SIGNED & SEALED BY A PROFESSIONAL ENGINEER (PE/SE) REGISTERED IN THE STATE WHERE THIS PROJECT IS LOCATED, AND SUBMITTED TO THE ENGINEER OF RECORD. DESIGNED DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW AND RECORD. 1. PRE -FABRICATED WOOD TRUSS CALCULATIONS AND FABRICATION DRAWINGS INCLUDING: A. PLAN AND DETAILS FOR THE LOCATIONS OF ALL ERECTION/TEMPORARY AND PERMANENT LATERAL AND DIAGONAL BRACING AND/OR BLOCKING. B. FRAMING PLAN LAYOUT (DIMENSIONED AND TO SCALE). C. EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED, OR OTHERWISE HAVE PERMANENTLY AFFIXED THERE TO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD. a. IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS b. DESIGN LOADS C. TRUSS SPACING BUILDING CODES AND STANDARDS USED FOR DESIGN BAR SIZE 1. INTERNATIONAL BUILDING CODE 2018 EDITION MAX OCCUPANCY CATEGORY: II INTENDED USE DESIGN LOADS WATER-CEMEN 1. DESIGN LOADS 5,000psi ROOF LIVE LOAD: 20 psf 2. SNOW LOAD DESIGN CRITERIA INTERIOR SLAB ON GRADE GROUND SNOW LOAD, Pg: 30 psf FLAT ROOF SNOW LOAD. Pf: 21 psf SNOW EXPOSURE FACTOR, Ce: 1.0 SNOW LOAD IMPORTANCE FACTOR, I: 1.0 THERMAL FACTOR, Ct: 1.0 3. WIND LOAD DESIGN CRITERIA 19 WIND IMPORTANCE FACTOR, I: 1.0 BASIC WIND SPEED: 135 MPH (3 SEC GUST) WIND EXPOSURE CATEGORY: C GCpi: +/-0.55 POSITIVE WIND ROOF PRESSURES (ASD VALUES): 0.48 -ZONE 1 11.6 psf - ZONE 2&3 11.6 psf NET UPLIFT VALUES (ASD VALUES): ALL CONCRETE NOT -ZONE 1 30.4 psf - ZONE 2 38.9 psf - ZONE 3 45.0 psf -'a' DIMENSION 3.2 ft 4. SEISMIC LOAD DESIGN CRITERIA 60 SEISMIC IMPORTANCE FACTOR, I: 1.0 SITE CLASS: D SPECTRAL RESPONSE ACCELERATION: Ss=0.226g, S1=0.050g SPECTRAL RESPONSE COEFFICIENTS: Sds=0.241g, Sd1=0.080g SEISMIC DESIGN CATEGORY: B BASIC SEISMIC -FORCE RESISTING SYSTEM: LIGHT -FRAMED WALLS SHEATHED w/ WOOD STRUCTURAL PANELS SEISMIC RESPONSE COEFFICIENT, Cs: 0.011 RESPONSE MODIFICATION FACTOR, R: 6.5 SYSTEM OVER -STRENGTH FACTOR, OMEGAo: 2.5 DEFLECTION AMPLIFICATION FACTOR, Cd: 4 ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE GENERAL STRUCTURAL NOTES 1. THIS DRAWING SET IS TO BE VIEWED AS A WHOLE AND COORDINATED WITH ARCHITECTURAL, MECHANICAL, CIVIL, AND OTHER DISCIPLINES. ALL WORK PERTAINING TO A SPECIFIC CONTRACTOR MAY OR MAY NOT BE SHOWN ON SPECIFIC DRAWING SECTIONS. IT IS EACH SUBCONTRACTOR'S RESPONSIBILITY TO PREPARE HIS BID FROM A COMPLETE SET OF PLANS. 2. THE CONTRACTOR SHALL FOLLOW WRITTEN DIMENSIONS ONLY. DO NOT SCALE DRAWINGS. DIMENSIONS NOT SHOWN ON PLAN TO BE COORDINATED WITH ARCHITECTURAL PLANS. 3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY AT ANY SIMILAR SITUATION ELSEWHERE ON THE JOB, EXCEPT WHERE A DIFFERENT DETAIL OR SECTION IS SHOWN. 4. THE STRUCTURE SHALL BE ADEQUATELY BRACED AND SHORED DURING ERECTION AGAINST WIND AND ERECTION LOADS. STRUCTURAL MEMBERS ARE DESIGNED FOR "IN-PLACE" LOADS ONLY. 5. BRACE ALL BELOW GRADE WALLS UNTIL FLOOR STRUCTURE IS IN PLACE & CONCRETE OR PLYWOOD FLOOR DIAPHRAGM IS IN PLACE. 6. THE GENERAL CONTRACTOR SHALL VERIFY ALL OPENING SIZES, PAD SIZES, AND LOCATIONS WITH THE RESPECTIVE CONTRACTORS. 7. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS. 8. THE VARIOUS SUBCONTRACTORS ARE RESPONSIBLE FOR PLACING SLEEVES, OUTLET BOXES, ANCHORS, VENT OPENINGS, ETC. THAT MAY BE REQUIRED IN FOUNDATION WALLS. CONSTRUCTION MANAGER SHALL COORDINATE ALL PLACEMENT OF ITEMS IN FOUNDATION WALLS. 9. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS AND INFORMATION. 10. ALL ELEVATIONS GIVEN ARE REFERENCED TO FINISHED FLOOR ELEVATIONS AT 100'-0", UNLESS SHOWN AS USGS ELEVATIONS. 11. WHERE GENERAL NOTES OR TYPICAL DETAILS CONTRADICT INFORMATION PROVIDED IN BUILDING SECTIONS, THE BUILDING SECTIONS TAKE PRECEDENCE. 12. ALL HOLES THROUGH CONSTRUCTION SHALL BE CORE DRILLED OR SAWCUT. 13. ALL STAIR STRINGERS, LANDINGS, AND HANDRAILS TO BE DESIGNED AND FABRICATED BY STAIR FABRICATOR. 14. WHERE INFORMATION PROVIDED IN THESE STRUCTURAL DRAWINGS CONTRADICTS INFORMATION PROVIDED IN PROJECT SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE. 15. FOR ARCHITECTURAL, MEP, & STRUCTURAL COORDINATION: MODELED ELEMENTS SHOWN ON STRUCTURAL DRAWINGS SUCH AS TRUSSES, OPEN -WEB JOISTS, AND JOIST GIRDERS, ARE NOT THE FINAL CONFIGURATION. ALL COORDINATION SHALL BE PERFORMED BETWEEN THE VARIOUS TRADES AND THE SUPPLIERS OF THESE ELEMENTS ON THE STRUCTURE, NOT WITH THE STRUCTURAL MODEL. SHOP DRAWING AND SUBMITTAL NOTES 1. SHOP DRAWINGS AND/OR SUBMITTALS SHALL BE FURNISHED FOR ALL STRUCTURAL COMPONENTS. UNLESS OTHERWISE NOTED, THESE SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION IN ACCORDANCE WITH THESE CONTRACT DRAWINGS, AND PROJECT SPECIFICATIONS (IF APPLICABLE). CONTRACTOR SHALL ALLOW A MINIMUM OF 2 WEEKS FROM RECEIPT OF SHOP DRAWINGS FOR CASE ENGINEERING TO PROVIDE RESPONSE. 2. PRIOR TO SUBMITTAL TO THE ENGINEER, THE CONTRACTOR AND ARCHITECT SHALL HAVE REVIEWED THE SHOP DRAWINGS AND MADE ANY CORRECTIONS REQUIRED. THE CONTRACTOR AND ARCHITECT SHALL STAMP AND SIGN THE DRAWINGS, INDICATING THE SUBMITTAL HAS BEEN REVIEWED. 3. STRUCTURAL DRAWINGS ARE THE SOLE PROPERTY OF CASE ENGINEERING. REPRODUCTION OF STRUCTURAL DRAWINGS FOR USE IN SHOP DRAWING SUBMITTALS IS NOT ACCEPTABLE WITHOUT OUR WRITTEN AGREEMENT. EXCAVATION AND EARTHWORK NOTES 1. THE BEARING VALUE AND LATERAL EARTH PRESSURES OF THE SOILS IS PER REPORT BY: EARTH SCIENCE LLC, JOB No. 3129JS097, DATED JANUARY 13, 2020. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING NET ALLOWABLE BEARING AND LATERAL EARTH PRESSURES (ALLOWABLE BEARING PRESSURES MAY BE INCREASED BY 33 PERCENT FOR WIND AND SEISMIC LOADS): • SPREAD FOOTINGS 2,500psf 2. WATER LEVELS INDICATED ON THE BORING LOGS MAY BE SUBJECT TO SEASONAL AND/OR ANNUAL VARIATIONS. A DEWATERING SYSTEM OF SUFFICIENT CAPACITY SHALL BE INSTALLED AND OPERATED TO MAINTAIN THE CONSTRUCTION AREA FREE OF WATER AT ALL TIMES. 3. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED, PRIOR TO CONCRETE PLACEMENT, BY A SOILS ENGINEER TO VERIFY SUITABLE BEARING MATERIAL OF CAPACITY AS SPECIFIED. 4. NOTIFY THE OWNER'S REPRESENTATIVE WHEN ADDITIONAL EXCAVATION IS REQUIRED TO REACH SUITABLE BEARING MATERIAL. 5. THE SOILS ENGINEER SHALL CERTIFY IN WRITING THAT ALL FOUNDATIONS WERE PLACED ON SOIL WITH THE BEARING VALUE AS SPECIFIED. 6. WITHIN THE EXCAVATION AREA OF FOUNDATIONS, ALL VEGETATION, TOPSOIL, PREVIOUSLY PLACED FILL AND UNSUITABLE SOILS SHALL BE REMOVED. ALL FOOTINGS TO BEAR ON VIRGIN SOIL OR PROPERLY PLACED AND COMPACTED ENGINEERED FILL. 7. FOUNDATION DESIGN DOES NOT ACCOUNT FOR WINTER CONSTRUCTION. ANY UNENCLOSED / UNHEATED SPACES SHALL BE ADEQUATELY PROTECTED AGAINST FROST DURING WINTER CONSTRUCTION BY THE CONTRACTOR. 8. IF ANY SOFT SPOTS, OR AREAS QUESTIONABLE FOR ANY REASONS ARE ENCOUNTERED BY THE CONTRACTOR, ARCHITECT/ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT ANY REQUIRED ACTION MAY BE TAKEN PRIOR TO CONTINUATION OF CONSTRUCTION IN THAT AREA. CONCRETE NOTES 1. ALL CONCRETE WORK INCLUDING FORMING, REINFORCING, MIXING, PLACING, AND CURING SHALL BE DONE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE PRACTICE INCLUDING "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE", ACI 301 LATEST EDITIONS. 2. IT SHALL BE THE RESPONSIBILITY OF THE MIX DESIGN SUPPLIER TO PROPORTION MIXES APPROPRIATELY TO REACH THE REQUIRED DESIGN STRENGTH NOTED, AND SHALL BE APPROPRIATE FOR THEIR INTENDED USE. ADMIXTURES ARE OPTIONAL. HOWEVER, AIR -ENTRAINING ADMIXTURES SHALL BE USED FOR CONCRETE EXPOSED TO THE EXTERIOR OR FREEZE -THAW CYCLES. 3. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR EACH INTENDED USE ON THE PROJECT FOR REVIEW AND APPROVAL BY THE ENGINEER OF RECORD. CONTENTS OF THE MIX DESIGN SHALL COMPLY WITH, AND INCLUDE ALL INFORMATION REQUIRED BY, ACI 318, CHAPTER 5 (FOR 2011 AND EARLIER CODE EDITIONS), & CHAPTER 26 (FOR 2014 CODE EDITION). THIS INCLUDES, BUT IS NOT LIMITED TO NUMBER OF TESTS AND AGE OF TESTS INCLUDED IN THE MIX DESIGN REPORT. 4. ALL CONCRETE DENSITY SHALL BE NORMAL WEIGHT (145 pcf +/- 5) UNLESS OTHERWISE INDICATED. 5. FLY ASH ALLOWANCES: • 20% MAXIMUM BY WEIGHT IN FOOTINGS • 15% MAXIMUM BY WEIGHT IN SLABS 6. COORDINATE CONCRETE WORK WITH THAT OF OTHER TRADES TO ALLOW FOR SETTING OF SLEEVES, ACCESSORIES, ETC. 7. ALL REINFORCING STEEL, ANCHOR RODS, DOWELS, AND INSERTS SHALL BE WELL - SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. TEST CYLINDERS WILL BE REQUIRED (4 MINIMUM FOR 6"x12"), AND RECORDS OF RESULTS SHALL BE SUBMITTED TO ENGINEER OF RECORD (1 AT 7 DAYS, 2 AT 28 DAYS, ONE SPARE). ALTERNATIVELY, PROVIDE 5 MINIMUM 4"x8" CYLINDERS (1 AT 7 DAYS, 3 AT 28 DAYS, ONE SPARE). SLUMP TESTS ARE RECOMMENDED. 9. CONSTRUCTION JOINTS IN CONCRETE INDICATED WITH A ROUGH, CLEAN SURFACE SHALL HAVE A 1/4" AVERAGE AMPLITUDE. 10. ALL COLD JOINTS SHALL BE ROUGHENED AND CLEANED PRIOR TO PLACING CONCRETE. 11. ALL CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH IN ACCORDANCE WITH THE FOLLOWING: • (A) TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/- 1 1/2%. "N" IN COLUMN INDICATES THE ADDITION OF ENTRAINED AIR IS NOT REQUIRED, BUT IS PERMITTED. AIR ENTRAINMENT IS NOT RECOMMENDED FOR SURFACES TO BE GIVEN A SMOOTH, DENSE, HARD - TROWELED FINISH. COORDINATE FINISH REQUIREMENTS WITH ARCHITECTURAL DRAWINGS AND/ OR SPECIFICATIONS. CONCRETE TABLE BAR SIZE MINIMUM 28 MAX TOTAL AIR INTENDED USE DAY WATER-CEMEN LIMITS (MAX % 5,000psi STRENGTH fc T RATIO RATIO) (A) INTERIOR SLAB ON GRADE 4 ksi 0.48 3 FOOTINGS/FOUNDATION CASE 1 CASE 2 6 (WHERE WALLS 4 ksi 0.48 EXPOSED TO 19 28 17 EXT.) STRUCTURAL SLABS AND 29 43 6 (WHERE BEAMS 4 ksi 0.48 EXPOSED TO 34 #5 36 EXT.) ALL CONCRETE NOT 50 31 47 OTHERWISE SPECIFIED 4 ksi 0.48 6 REINFORCING STEEL NOTES 1. NON -WELDED STEEL BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. WELDED STEEL BAR REINFORCING SHALL CONFORM TO ASTM A706. 2. WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY AWS QUALIFIED WELDERS IN CONFORMANCE WITH AWS D1.1 USING E90 ELECTRODES FOR ASTM A615 REBAR, AND E80 ELECTRODES FOR ASTM A706 REBAR UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3. MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN CAST -IN-PLACE (NON - PRESTRESSED) CONCRETE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE DRAWINGS: A. CONCRETE CAST AGAINST EARTH = 3" B. CONCRETE EXPOSED TO WEATHER: • #6 BAR AND LARGER = 2" • #5 BAR AND SMALLER = 1 1/2" C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER (SLABS, WALLS, & JOISTS): • #14 BARS AND LARGER = 1 1/2" • #11 BARS AND SMALLER= 3/4" D. CONCRETE NOT EXPOSED TO EARTH OR WEATHER (BEAMS & COLUMNS): • PRIMARY REINFORCEMENT, TIES, STIRRUPS, & SPIRALS = 1 1/2" 4. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF ACI 315 (SP -66), DETAILS AND DETAILING OF CONCRETE REINFORCEMENT. 5. LAP SPLICE LENGTHS FOR BARS INSTALLED IN CONCRETE AND CMU SHALL BE IN ACCORDANCE WITH THE TABLE. TENSION LAP SPLICE LENGTH IN CONCRETE NOTES 1. FOR HORIZONTAL BARS, VALUES IN THE TABLE SHALL BE MULTIPLIED BY 1.3 WHERE MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW THE BAR. 2. VALUES IN THE TABLE SHALL BE MULTIPLIED BY 1.5 FOR EPDXY COATED BARS WITH CLEAR COVER LESS THAN 3 BAR DIAMETERS OR CLEAR SPACING LESS THAN 6 BAR DIAMETERS. MULTIPLY VALUES IN TABLE BY 1.2 FOR ALL OTHER EPDXY COATED BARS. 3. VALUES IN TABLE NEED NOT TO BE MULTIPLIED BY MORE THAN 1.7 DUE TO THE INCREASE FROM NOTES 1 AND 2. 4. LAP SPLICES IN TENSION ARE NOT PERMITTED FOR BAR LARGER THAN #11. A FULL MECHANICAL OR FULL WELDED SPLICE SHALL DEVELOP AT LEAST 1.25fy OF THE BAR. 5. WHERE CLEAR SPACING OF BARS BEING SPLICED IS AT LEAST 2 BAR DIAMETERS AND CLEAR COVER AT LEAST 1 BAR DIAMETER, USE CASE 1. FOR ALL OTHER BAR ARRANGEMENTS, USE CASE 2. 6. VALUES IN THE TABLE ARE BASED ON 60ksi REBAR. FOR OTHER REBAR YIELD STRENGTHS, MULTIPLY VALUES IN THE TABLE BY THE SPECIFIED YIELD STRENGTH DIVIDED BY 60. 7. WHERE BARS OF DIFFERENT SIZES ARE SPLICED, PROVIDED THE LAP LENGTH OF THE LARGER BAR. 8. WELDED WIRE REINFORCEMENT (DEFORMED OR PLAIN WIRE) SHALL BE LAPPED ONE FULL MESH SQUARE PLUS 2 INCHES MINIMUM, BUT NOT LESS THAN 12 INCHES. 9. REBAR IN ALL CONCRETE MEMBERS SHALL BE SPLICED IN ACCORDANCE WITH "TENSION LAP SPLICE LENGTH" TABLE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. TENSION LAP SPLICE LENGTH IN CONCRETE - 60 KSI REBAR TABLE (INCHES) BAR SIZE f = 3,000psi 3,000psi 3,500psi 3,500psi 4,000psi 4,000psi 5,000psi 5,000psi BAR SIZE CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 #3 22 33 20 30 19 28 17 25 #4 29 43 27 40 25 37 23 34 #5 36 54 33 50 31 47 28 42 #6 43 65 40 60 37 56 34 50 DEVELOPMENT LENGTH OF STANDARD HOOKS IN CONCRETE NOTES 1 2 3 4 VALUES IN TABLE ARE BASED ON 60ksi REBAR. FOR OTHER REBAR YIELD STRENGTHS, MULTIPLY VALUES IN THE TABLE BY THE SPECIFIED YIELD STRENGTH DIVIDED BY 60. SEE ACI 318 SECTION 12.5 FOR ALLOWABLE REDUCTIONS IN DEVELOPMENT LENGTH. IT SHALL NOT BE LESS THAN 8 BAR DIAMETERS OR 6 INCHES. VALUES IN THE TABLE SHALL BE MULTIPLIED BY 1.2 FOR EPDXY COATED BARS. HOOKED BARS ARE NOT CONSIDERED EFFECTIVE IN DEVELOPING BARS IN COMPRESSION. DEVELOPMENT LENGTH OF STANDARD HOOKS IN CONCRETE (INCHES) - 60 ksi REBAR TABLE BAR SIZE f'c = 3,000 psi f'c = 3,500 psi f'c = 4,000 psi f'c = 5,000 psi #3 9 8 8 7 #4 11 11 10 9 #5 14 13 12 11 #6 17 16 15 13 F,Cbo!t psso ra �� CAA o` �1%e"q D`J\5' CA E Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects ir.corp orated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook. corn v� a� O c* o w b �C x L O U � O bt O � bt v� a� O c* o w b �C x L U tic Fo 0 q.,,�N S �g2 ; CC a6 ;ku A�ESSIDNa�'ti. 10/28/20 Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 Drawn By: RH Date: 9/18/20 Sheet Title: GENERAL NOTES Drawing No. S� 9RH-1-2020 POST -INSTALLED ANCHOR NOTES POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED ON THESE DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER OF RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING, AT A MINIMUM, THE PERTINENT EQUIVALENT PERFORMANCE VALUES OF THE SPECIFIED PRODUCT USING THE BUILDING CODE. 1. TYPICAL POST -INSTALLED ANCHORS IN CONCRETE AND CMU SHALL COMPLY WITH THE LATEST OF THEIR RESPECTIVE ICC EVALUATION REPORTS. 2. WHEN INSTALLING ANCHORS IN CONCRETE AND CMU, CONTRACTOR SHALL LOCATE EXISTING REINFORCING STEEL, CONDUITS, ETC, PRIOR TO DRILLING FOR ANCHORS. CONTRACTOR SHALL USE CARE AND CAUTION TO PREVENT DAMAGE TO EXISTING REINFORCING BARS. 3. CONTRACTOR SHALL PROVIDE 1" MINIMUM CLEARANCE BETWEEN EDGES OF ANY HOLES FOR POST -INSTALLED ANCHORS AND EXISTING REINFORCING STEEL. 4. CONTRACTOR SHALL PROVIDE INSPECTION AND TESTING AS REQUIRED PER THE "SPECIAL INSPECTIONS" SECTION OF THESE GENERAL STRUCTURAL NOTES. MASONRY LAP SPLICE LENGTH NOTES 1. CONTRACTOR SHALL PROVIDE DEVELOPMENT AND REBAR SPLICE LENGTHS SHOWN IN THE TABLES AS A MINIMUM UNLESS INDICATED OTHERWISE IN STRUCTURAL DETAILS OR NOTES. 2. "SINGLE" INDICATES ONE BAR PER CELL. "DOUBLE" INDICATES TWO BARS PER CELL. SEE PLAN. 3. VALUES IN THE TABLE SHALL BE MULTIPLIED BY 1.5 FOR EPDXY COATED BARS. 4. VALUES IN THE TABLE SHALL MULTIPLIED BY 1.33 WHEN USING LIGHT WEIGHT GROUT. fm = 2,500 psi - MASONRY LAP SPLICE LENGTH (INCHES) TABLE MEMBER SPECIES CMU SIZE 8" 10" 10" 12" 12" BAR SIZE STD HOOK DEVELOPMENT LENGTH (IN) PER PLAN SINGLE DOUBLE SINGLE DOUBLE #3 5 12 12 12 12 12 #4 6 12 12 18 12 18 #5 8 18 14 28 12 28 #6 9 34 26 54 21 54 #7 10 47 36 76 36 76 #8 12 71 48 96 47 96 WOOD FRAMING NOTES 1. WOOD FRAMING SHALL CONFORM TO THE "LUMBER TABLE" UNLESS NOTED OTHERWISE. 2. FOR STRUCTURAL GLUE -LAMINATED TIMBER MEMBERS, AN AITC CERTIFICATION OF CONFORMANCE ISSUED BY A CURRENT, ICC -APPROVED QUALITY CONTROL AGENCY SHALL BE SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 3. FOR WOOD FASTENING REQUIREMENTS, REFER TO TABLE 2304.9.1 FOR IBC 2012 AND OLDER, OR TABLE 2304.10.1 FOR IBC 2015 AND NEWER. 4. ALL NAILS SHALL BE GALVANIZED COMMON WIRE NAILS UNLESS OTHERWISE NOTED. SEE "WOOD FASTENER TYPES SCHEDULE" FOR MINIMUM FASTENER DIMENSIONS. NAILS IN CONTACT WITH FIRE RETARDANT TREATED OR PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED (ASTM A153) OR STAINLESS STEEL (TYPE 304 OR 316). WHEN REQUIRED TO PREVENT SPLITTING, PRE -DRILL FOR NAILS WITH 1/8" DIAMETER DRILL BIT. 5. BOLTS AND LAG SCREWS SHALL CONFORM TO ASTM A307 AND ANSI/ASME STANDARD B18.2.1-1981, AND SHALL BE GALVANIZED. BOLTS AND LAG SCREWS IN CONTACT WITH FIRE RETARDANT TREATED OR PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED (ASTM A153) OR STAINLESS STEEL (TYPE 304 OR 316). STANDARD WASHERS SHALL BE PROVIDED UNDER HEAD AND NUT OF ALL BOLTS IN WOOD FRAMING. BOLT THREADS SHALL NOT BEAR ON WOOD. DRILLED HOLES FOR BOLTS SHALL BE 1/16" LARGER IN DIAMETER THAN BOLT. 6. ALL BOLTS SHALL BE RETIGHTENED IMMEDIATELY PRIOR TO CLOSING IN FRAMING. 7. METAL FRAMING CONNECTORS SHALL BE "SIMPSON" BRAND OR ENGINEERED APPROVED EQUIVALENT AND SHALL BE GALVANIZED. METAL FRAMING CONNECTORS IN CONTACT WITH FIRE RETARDANT TREATED OR PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED (ASTM A123) OR STAINLESS STEEL (TYPE 316L). METAL FRAMING CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST PUBLISHED INSTALLATION INSTRUCTIONS USING THE LARGER SIZE AND QUANTITY OF FASTENERS INDICATED, UNLESS OTHERWISE NOTED. 8. WASHERS USED IN SHEAR WALLS AND ANCHOR HOLD DOWNS SHALL BE SQUARE WASHERS OF SIZE AND THICKNESS INDICATED IN "SHEAR WALL SHEATHING AND FASTENER SCHEDULE". ROUND WASHERS ARE NOT ACCEPTABLE FOR SHEAR WALL APPLICATIONS. 9. ALL BOLTS, WASHERS, NAILS, METAL FRAMING CONNECTORS AND OTHER FASTENERS IN CONTACT WITH PRESERVATIVE OR FIRE RETARDANT TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED (ASTM A153) OR STAINLESS STEEL (TYPE 304 OR 316). 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT WOOD USED FOR STRUCTURAL PURPOSES IS KEPT AS DRY AS POSSIBLE BEFORE AND DURING CONSTRUCTION. A MAXIMUM MOISTURE CONTENT SHALL BE MAINTAINED UNTIL THE BUILDING ENVELOPE IS CLOSED IN AND WATER -PROOFED AS FOLLOWS: A. KILN -DRIED LUMBER: 19% B. TIMBERS: 19% C. GLULAM BEAMS: 16% D. LVL & PSL: 12% E. PLYWOOD: 8% F. OSB: 4% LUMBER TABLE MEMBER SPECIES GRADE 2x PLATES, STRIPPING, 10 psf DEAD LOAD WIND UPLIFT MISC CONCEALED SOUTHERN PINE NO 2 FRAMING, BLKG, & FIRE PER PLAN DEFLECTION LIMITS STOPPING CAMBER 75 PERCENT OF DEAD LOAD SILLS ON CONCRETE OR PRESSURE TREATED NO 2 MASONRY SOUTHERN PINE 0.161" 2x LUMBER SOUTHERN PINE NO2 ALL 4x DIMENSIONED SOUTHERN PINE NO2 LUMBER TIMBER 5x5 AND LARGER SOUTHERN PINE N01 PARALLEL STRAND PER MANUFACTURER 2.0E LUMBER (PSL) � ENGINEERED WOOD RIM PER MANUFACTURER APA RATED RIM BOARD BOARD PLUS LAMINATED VENEER ICC ESR -1254. GRADE 1.9E; LUMBER (LVL) HEADERS, bt OR ICC ESR -1307, GRADE BEAMS, STRINGERS AND PER MANUFACTURER 1.9E; OR ICC ESR -1618, POSTS GRADE 1.9E; OR ICC ESR -1994, GRADE 2.0E APA RATED SHEATHING, SHEAR WALL SHEATHING PER MANUFACTURER EXPOSURE 1 (PS 1 OR PS 2) APA RATED SHEATHING, ROOF SHEATHING PER MANUFACTURER EXPOSURE 1 (PS 1 OR PS 2) REINFORCED MASONRY NOTES 1. MASONRY CONSTRUCTION SHALL CONFORM TO THE APPLICABLE PORTIONS OF TMS 602, "SPECIFICATIONS FOR MASONRY STRUCTURES". CONCRETE MASONRY UNITS SHALL BE CLASSIFIED AS NORMAL WEIGHT DENSITY AND CONFORM TO ASTM C90. THE MASONRY ASSEMBLY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, (fm) = 2,500 psi. 2. GROUT IN ACCORDANCE WITH ASTM C476 MAY BE FINE OR COARSE, SELF - CONSOLIDATING OR CONVENTIONAL (AT CONTRACTOR'S OPTION), AND SHALL BE PROPORTIONED TO ACHIEVE THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF MASONRY. GROUT SHALL HAVE A DRY DENSITY OF 135 +/- 3pcf. NORMAL WEIGHT AGGREGATES IN GROUT SHALL COMPLY WITH ASTM C404. MORTAR SHALL COMPLY WITH PROPORTION SPECIFICATION REQUIREMENTS OF ASTM C270. 3. ALL MASONRY WALLS SHALL HAVE LADDER TYPE HORIZONTAL JOINT REINFORCING CONSISTING OF GALVANIZED EXTRA HEAVY 220 LADDER MESH BY HOHMANN & BARNARD, INC OR EQUAL. LOCATE AT 8"oc UNLESS NOTED OTHERWISE ON PLAN OR SECTIONS / CONTINUOUS HORIZONTAL BOND BEAMS WITH SIZE AND SPACING PER MASONRY WALL ELEVATIONS, PLUS 9ga. LADDER - TYPE HORIZONTAL JOINT REINFORCING @ 16"oc MAX. VERTICAL REINFORCEMENT IS PER FOUNDATION PLAN. 4. SUPPLY VERTICAL REINFORCING IN MINIMUM LENGTHS EQUAL TO 4'-0" PLUS LAP SPLICE LENGTH PER TABLE. 5. WALL CONSTRUCTION LIFTS FOR REINFORCING BARS AND INSULATION FILL SHALL BE PER ACI 530. 6. TYPE "S" MORTAR IS REQUIRED FOR ALL WALLS UNLESS NOTED OTHERWISE. 7. SEE ARCHITECTURAL PLANS FOR LOCATION AND DETAIL OF CONTROL JOINTS AND EXPANSION JOINTS. SEE TYPICAL CONTROL JOINT DETAIL FOR GUIDANCE. 8. VERTICAL REINFORCING IS TO BE CONTINUOUS ABOVE LINTELS TO TOP OF WALL. WELD REBAR OR WHS PER SECTIONS TO TOP OF STEEL LINTEL, GROUT CELLS SOLID AROUND REINFORCING AS NOTED ON PLANS. 9. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DETAILS OF DOOR AND WINDOW OPENINGS FOR SPECIAL COURSING AND OTHER MASONRY DETAILS. THE INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS IS INTENDED TO DEFINE THE STRUCTURAL REQUIREMENTS ONLY. 10. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS SHALL BE GROUTED SOLID INTO POSITION WITH MINIMUM EDGE DISTANCE FROM ANCHOR TO EDGE OF GROUTED PORTION OF CMU IN ALL DIRECTIONS AS NOTED ON DRAWINGS. 11. REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED ON DRAWINGS. REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A706. 12. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE, IT SHALL NOT BE SLOPED MORE THAN (ONE HORIZONTAL IN 6 VERTICAL), OR 10 DEGREES. DOWEL MAY BE GROUTED INTO CELL IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING, AS LONG AS THE CENTER -TO -CENTER SPACE BETWEEN THE WALL REINFORCING AND THE DOWEL DOES NOT EXCEED 8 INCHES. DOWELS SHALL NOT BE BENT INTO ALIGNMENT AFTER CONCRETE HAS BEEN CAST. 13. SPLICED REINFORCING SHALL BE LAPPED ACCORDING TO "MASONRY LAP SPLICE LENGTH" TABLE. SPLICED BARS SHALL BE WIRED TOGETHER. CONTRACTOR MAY OPT TO STAGGER SPLICES. 14. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 DIAMETERS OF THE REINFORCING OR 10'-0" 15. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE AND INSPECTED BEFORE GROUTING STARTS. 16. VERTICAL GROUTING MAY BE EITHER "LOW LIFT" OR "HIGH LIFT" AT THE CONTRACTOR'S OPTION. 17. VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 2"x3". 18. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. 19. VERTICAL REINFORCING BARS SHALL MAINTAIN MINIMUM CLEARANCES AS FOLLOWS UNLESS NOTED OTHERWISE ON DRAWINGS: 1. INSIDE FACE OF MASONRY = 3/4" 2. ADJACENT BARS NOT SPLICED = 1" OR 1 BAR DIAMETER, WHICHEVER IS GREATER. 20. INSULATION INSERTS ARE NOT PERMITTED IN GROUTED CELLS. 21. PRISM TESTS IN ACCORDANCE WITH ASTM C1314 AND ASTM C140 SHALL BE PERFORMED WITH TEST REPORTS SENT TO ARCHITECT AND EOR FOR RECORD. REFER TO SPECIAL INSPECTIONS TABLE ITEM "EVALUATION OF STRENGTH" FOR ADDITIONAL INFORMATION. PRE -FABRICATED WOOD TRUSS NOTES 1 E 3. 9 DESIGN AND FABRICATION SHALL BE IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE PUBLICATION "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES", LATEST EDITION. PROVIDE ALL PERMANENT TRUSS BRACING INDICATED ON DRAWINGS OR SPECIFIED BY TRUSS MANUFACTURER. IN ADDITION, PROVIDE TEMPORARY BRACING AS INDICATED IN THE TRUSS PLATE INSTITUTE BOOKLET "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS BWT-76". NO FIELD MODIFICATIONS OF TRUSSES ARE PERMITTED UNLESS FABRICATOR PROVIDES CALCULATIONS AND DRAWINGS SHALL BE SIGNED AND SEALED BY A REGISTERED ENGINEER (REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED). REFER TO "DEFERRED SUBMITTALS" FOR ADDITIONAL REQUIREMENTS. PRE -FABRICATED WOOD ROOF TRUSSES - DESIGN CRITERIA TABLE NOTE: "SD" AND "SDS" SCREWS ARE MANUFACTURED BY SIMPSON STRONG -TIE. TOP CHORD 20 psf LIVE LOAD 10 psf DEAD LOAD BOTTOM CHORD 10 psf DEAD LOAD WIND UPLIFT PER "DESIGN LOADS" ON THESE GENERAL NOTES LOAD DURATION FACTOR AS REQUIRED TRUSS SPACING PER PLAN DEFLECTION LIMITS L/240 MAXIMUM LIVE LOAD CAMBER 75 PERCENT OF DEAD LOAD WOOD FASTENER TYPES SCHEDULE NOTE: "SD" AND "SDS" SCREWS ARE MANUFACTURED BY SIMPSON STRONG -TIE. TYPE DIAMETER LENGTH 16d COMMON 0.162" 3 1/2" 16d SINKER 0.148" 3 1/4" 10d COMMON 0.148" 3" 8d COMMON 0.131" 2 1/2" #9 SD SCREW 0.131" 1 1/2" OR 2 1/2" #10 SD SCREW 0.161" 1 1/2" OR 2 1/2" SDS SCREW 0.25" VARIES 1 1/2"-8" s PLJ.,1 hsso CAA CA E Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects ir.corp orated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook. corn tic Fo S � 4 , A�FSSIONP�'ti. 0 Q � (M 0 w a Cd o CM 10/28/20 Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 Drawn By: RH Date: 9/18/20 Sheet Title: GENERAL NOTES Drawing No. S-2 9RH-1-2020 O � O bt O � bt tic Fo S � 4 , A�FSSIONP�'ti. 0 Q � (M 0 w a Cd o CM 10/28/20 Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 Drawn By: RH Date: 9/18/20 Sheet Title: GENERAL NOTES Drawing No. S-2 9RH-1-2020 SPECIAL INSPECTIONS 1. REFER TO THE SPECIAL INSPECTION TABLES FOR THE LIST OF ELEMENTS OF CONSTRUCTION THAT SHALL REQUIRE SPECIAL INSPECTION. THIS SHALL BE CONSIDERED A GUIDE, AND THE CONTRACTOR AND INSPECTOR SHALL REFER TO THE IBC FOR COMPLETE REQUIREMENTS, QUALIFICATIONS, EXCEPTIONS, AND SUBMITTALS. REFER TO IBC SECTION 1704 FOR 2003-2009 CODES, AND SECTION 1705 FOR 2012-2018 CODES. THE OWNER SHALL BE RESPONSIBLE FOR EMPLOYING THE SPECIAL INSPECTION AGENCY. ANY "OBSERVATIONS" BY THE EOR WILL NOT BE TO PERFORM SPECIAL INSPECTIONS AND SHALL NOT BE INTERPRETED AS SUCH. 2. COPIES OF ALL INSPECTION REPORTS THAT REPORT COMPLIANCE SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD, STRUCTURAL ENGINEER OF RECORD, AND BUILDING INSPECTOR WITHIN 7 CALENDAR DAYS OF COMPLETION OF THAT PORTION OF WORK. A MINIMUM OF ONE (1) PROGRESS REPORT PER MONTH FOR EACH TYPE OF CONSTRUCTION REQUIRING SPECIAL INSPECTION SHALL BE SUBMITTED TO THE STRUCTUAL ENGINEER OF RECORD. 3. SPECIAL INSPECTOR SHALL INFORM ENGINEER OF RECORD IMMEDIATELY OF NON- COMPLIANCE WITH CONSTRUCTION DOCUMENTS OR APPROVED SUBMITTALS. CONTACT ENGINEER OF RECORD THE SAME DAY NON-COMPLIANCE IS DISCOVERED AND FOLLOW UP WITH AN OFFICIAL REPORT WITHIN 2 BUSINESS DAYS. 4. THE SPECIAL INSPECTIONS IDENTIFIED ON THE PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A BUILDING INSPECTOR. 5. SPECIAL INSPECTIONS ARE NOTED AS EITHER "CONTINUOUS" OR "PERIODIC". A "CONTINUOUS" INSPECTION REQUIRES THE PRESENCE OF A QUALIFIED INSPECTOR IN THE VICINITY OF THE WORK BEING PERFORMED FOR 100% OF THAT WORK. A "PERIODIC" INSPECTION REQUIRES PART-TIME OBSERVATION OF THE WORK BEING PERFORMED. THE INSPECTOR SHALL ALSO OBSERVE THE FINAL CONDITION OF THE WORK BEFORE IT IS CLOSED FROM VIEW. 6. WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED, IT SHALL BE THE RESPONSIBILITY OF THE AGENT TO EMPLOY A SUFFICIENT NUMBER OF SPECIAL INSPECTORS TO ASSURE THAT ALL WORK IS CONTINUOUSLY INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS. SPECIAL INSPECTIONS - MASONRY - LEVEL 1 INSPECTION (LEVEL B QUALITY ASSURANCE) FOR OCCUPANCY CATEGORY I, II, III STRUCTURES ITEM INSPECTION SCOPE DRAWINGS, USE THE ANGLE SIZE SHOWN IN THE TABLE BELOW. FREQUENCY INSPECT REINFORCEMENT (INCLUDING WOOD STRUCTURAL LAPPING AND SPLICING OF REBAR; LOCATION, REINFORCEMENT PERIODIC PLACEMENT, GRADE, SIZE, AND TYPE OF VERIFY CONFORMANCE WITH CONSTRUCTION REINFORCEMENT REINFORCEMENT AND CONNECTORS REINFORCEMENT CONTINUOUS WELDING OF REINFORCING BARS INSTALLATION OF SOILS CONSTRUCTION OF MORTAR JOINTS; SIZE MASONRY, AND LOCATION OF STRUCTURAL ELEMENTS; GROUT, AND PERIODIC PROTECTION OF MASONRY IN COLD MORTAR REINFORCEMENT WEATHER (BELOW 40°F) OR HOT WEATHER ASTM A 706; INSPECT SINGLE PASS FILLET VERIFICATION (ABOVE 90°F); CLEAN GROUT SPACE INSTALLATION OF REINFORCEMENT CONTINUOUS MASONRY, CONTINUOUS GROUT PLACEMENT IN CELLS WITH STEEL GROUT, AND ANCHOR REINFORCEMENT MORTAR INSTALLATION SPECIAL INSPECTION FOR OFF-SITE INSTALLATION OF ANCHOR FABRICATION IS NOT REQUIRED FOR MASONRY, CONTINUOUS GROUT PLACEMENT IN CELLS WITH GROUT, AND L 5"x3 1 /2"x1 /4" LLH PRESTRESSING BONDED TENDONS MORTAR ANCHOR L 4"x4"x1 /4" MIXING OF MORTAR AND PERIODIC PROPORTIONS OF SITE -PREPARED MORTAR GROUT L 4"x4"x5/16" AND GROUT ANCHORS PERIODIC GROUT PLACEMENT IN CELLS WITH STEEL INSPECT POST -INSTALLED MECHANICAL AND ANCHOR REINFORCEMENT ADHESIVE ANCHORS PER THE INSTALLATION INSPECT POST -INSTALLED MECHANICAL AND ANCHORS PERIODIC ADHESIVE ANCHORS PER THE REPORTS MIX DESIGN REQUIREMENTS IN THEIR RESPECTIVE ICC -ES VERIFY USE OF APPROVED MIX DESIGN L 6"x4"x7/8" LLV w/ PLATE REPORTS PRIOR TO CONCRETE PLACEMENT, PREPARATION OF GROUT SPECIMENS, FABRICATE SPECIMENS FOR STRENGTH SAMPLING AND MORTAR SPECIMENS, AND/ OR PRISMS; TESTING; PERFORM SLUMP AND AIR TESTING VERIFY fm PRIOR TO CONSTRUCTION. A "SET" CONTENT TESTS, AND DETERMINE IS HEREBY DEFINED AS A MINIMUM OF 4 TEMPERATURE OF THE CONCRETE CONCRETE PRISM SPECIMENS. A MINIMUM OF 1 SET EVALUATION OF PLACEMENT SHALL BE PREPARED AND TESTED FOR EACH STRENGTH CONTINUOUS DAY MASONRY IS INSTALLED. TEST 1 PRISM CONCRETE PLACEMENT PLACEMENT AT 7 DAYS, 2 AT 28 DAYS, AND THE 4th PRISM AT THE EOR'S DIRECTION, IF REQUIRED. REPORT ALL TEST RESULTS TO THE ARCHITECT AND EOR WITHIN 3 WORKING DAYS OF TESTING. COMPLIANCE WITH REQUIRED INSPECTION MISCELLANEOUS PERIODIC PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED SPECIAL INSPECTIONS - CONCRETE TABLE ITEM INSPECTION SCOPE INSPECTION FREQUENCY DRAWINGS, USE THE ANGLE SIZE SHOWN IN THE TABLE BELOW. PREMANUFACTURED INSPECT REINFORCEMENT (INCLUDING WOOD STRUCTURAL VERIFY THAT FABRICATOR MAINTAINS PRESTRESSING TENDONS) AND PLACEMENT; ELEMENTS AND _ VERIFY CONFORMANCE WITH CONSTRUCTION REINFORCEMENT PERIODIC DOCUMENTS, AND THAT BARS ARE FREE O BASIS FOR INSPECTION CONTROL OF THE FROM MATERIALS THAT COULD PREVENT SOILS PERIODIC BOND, ARE ADEQUATELY LAPPED, SPLICED, ABILITY TO CONFORM TO APPROVED TIED, AND SUPPORTED DIAPHRAGM AND PERIODIC VERIFY WELDABILITY OF REBAR OTHER THAN REINFORCEMENT PERIODIC ASTM A 706; INSPECT SINGLE PASS FILLET VERIFICATION PROCEDURES FOR COMPLETENESS AND WELDS NOT GREATER THAN 5/16" REINFORCEMENT CONTINUOUS INSPECT ALL OTHER WELDS (SEE ALSO REQUIREMENTS FOR THE FABRICATOR'S "STEEL" SPECIAL INSPECTIONS TABLE) ANCHOR PERIODIC INSPECT CAST -IN-PLACE ANCHORS AND INSTALLATION SPECIAL INSPECTION FOR OFF-SITE BOLTS ANCHOR FABRICATION IS NOT REQUIRED FOR INSPECT POST -INSTALLED MECHANICAL AND INSTALLATION PERIODIC ADHESIVE ANCHORS NOT OTHERWISE L 5"x3 1 /2"x1 /4" LLH OFFICIAL IN ACCORDANCE WITH THE CODE SPECIFIED ANCHOR L 4"x4"x1 /4" INSPECT POST -INSTALLED ADHESIVE INSTALLATION CONTINUOUS ANCHORS THAT RESIST SUSTAINED TENSION L 4"x4"x5/16" L 5"x5"x5/16" LOADS L 6"x4"x3/8" LLV L 6"x3 1/2"x3/8" LLV INSPECT POST -INSTALLED MECHANICAL AND ANCHOR ADHESIVE ANCHORS PER THE INSTALLATION CONTINUOUS REQUIREMENTS IN THEIR RESPECTIVE ICC -ES -7 REPORTS MIX DESIGN PERIODIC VERIFY USE OF APPROVED MIX DESIGN L 6"x4"x7/8" LLV w/ PLATE JL PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH SAMPLING AND CONTINUOUS TESTING; PERFORM SLUMP AND AIR TESTING CONTENT TESTS, AND DETERMINE TEMPERATURE OF THE CONCRETE CONCRETE PERIODIC VERIFY MAINTENANCE OF CURING PLACEMENT THREE ANGLE TEMPERATURE AND TECHNIQUES CONCRETE CONTINUOUS CONCRETE PLACEMENT PLACEMENT SPECIAL INSPECTIONS - WOOD TABLE ITEM INSPECTION SCOPE INSPECTION FREQUENCY DRAWINGS, USE THE ANGLE SIZE SHOWN IN THE TABLE BELOW. PREMANUFACTURED VERIFY MATERIALS BELOW SHALLOW WOOD STRUCTURAL VERIFY THAT FABRICATOR MAINTAINS SEE "OFF-SITE FABRICATION" SPECIAL ELEMENTS AND _ INSPECTION TABLE ASSEMBLIES CONTROL PROCEDURES THAT PROVIDE A EXCAVATIONS ARE EXTENDED TO PROPER O BASIS FOR INSPECTION CONTROL OF THE WOOD SHEAR WALLS, SHEAR PANELS, AND SOILS PERIODIC DIAPHRAGMS, INCLUDING NAILING, ABILITY TO CONFORM TO APPROVED BOLTING, ANCHORING, AND OTHER DIAPHRAGM AND PERIODIC FASTENING TO COMPONENTS OF THE MAIN SHEAR WALL REFERENCED STANDARDS; REVIEW LATERAL SYSTEM WHEN THE FASTENER VERIFICATION PROCEDURES FOR COMPLETENESS AND SPACING IS LESS THAN OR EQUAL TO 4 O ADEQUACY RELATIVE TO THE CODE INCHES ON CENTER SPECIAL INSPECTIONS - SOILS AND FOUNDATIONS TABLE ITEM INSPECTION SCOPE INSPECTION FREQUENCY DRAWINGS, USE THE ANGLE SIZE SHOWN IN THE TABLE BELOW. FREQUENCY VERIFY MATERIALS BELOW SHALLOW BRICK VENEER VERIFY THAT FABRICATOR MAINTAINS FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE MATERIAL DETAILED FABRICATION AND QUALITY DESIGN BEARING CAPACITY; VERIFY VERIFICATION CONTROL PROCEDURES THAT PROVIDE A EXCAVATIONS ARE EXTENDED TO PROPER O BASIS FOR INSPECTION CONTROL OF THE DEPTH AND HAVE REACHED PROPER MATERIAL; SOILS PERIODIC PERFORM CLASSIFICATION AND TESTING OF ABILITY TO CONFORM TO APPROVED COMPACTED FILL MATERIALS; PRIOR TO PERIODIC CONSTRUCTION DOCUMENTS AND PLACEMENT OF COMPACTED FILL, INSPECT MATERIAL REFERENCED STANDARDS; REVIEW SUBGRADE AND VERIFY THAT SITE HAS BEEN VERIFICATION PROCEDURES FOR COMPLETENESS AND PREPARED PROPERLY O ADEQUACY RELATIVE TO THE CODE VERIFY USE OF PROPER MATERIALS, DENSITIES, REQUIREMENTS FOR THE FABRICATOR'S LIFT THICKNESSES, AND COMPACTION OF FILL; SOILS CONTINUOUS VERIFY MATERIALS AND PROCEDURES COMPLY N/A SPECIAL INSPECTION FOR OFF-SITE WITH THE GEOTECHNICAL REPORT SPECIAL INSPECTIONS - OFF-SITE FABRICATION (INCLUDING PRE -MANUFACTURED WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES, AND STEEL FABRICATING) ITEM INSPECTION SCOPE DRAWINGS, USE THE ANGLE SIZE SHOWN IN THE TABLE BELOW. FREQUENCY HIGH STRENGTH BOLTS, NUTS, AND BRICK VENEER VERIFY THAT FABRICATOR MAINTAINS WASHERS: REVIEW MANUFACTURER'S MATERIAL DETAILED FABRICATION AND QUALITY CERTIFICATE OF COMPLIANCE; VERIFICATION CONTROL PROCEDURES THAT PROVIDE A IDENTIFICATION MARKINGS TO CONFORM O BASIS FOR INSPECTION CONTROL OF THE TO ASTM STANDARDS SPECIFIED IN THE WORKMANSHIP AND THE FABRICATOR'S FABRICATION AND ABILITY TO CONFORM TO APPROVED IMPLEMENTATION PERIODIC CONSTRUCTION DOCUMENTS AND PROCEDURES MATERIAL REFERENCED STANDARDS; REVIEW REPORTS; IDENTIFICATION MARKINGS ON VERIFICATION PROCEDURES FOR COMPLETENESS AND STEEL SHAPES TO CONFORM TO AISC O ADEQUACY RELATIVE TO THE CODE STANDARDS SPECIFIED IN THE REQUIREMENTS FOR THE FABRICATOR'S CONSTRUCTION DOCUMENTS SCOPE OF WORK WELD FILLER MATERIALS: REVIEW N/A SPECIAL INSPECTION FOR OFF-SITE MANUFACTURER'S CERTIFICATE OF MATERIAL FABRICATION IS NOT REQUIRED FOR NOTE _ FABRICATORS APPROVED BY THE BUILDING TO CONFORM WITH AWS SPECIFICATIONS L 5"x3 1 /2"x1 /4" LLH OFFICIAL IN ACCORDANCE WITH THE CODE SPECIAL INSPECTIONS - STEEL TABLE ITEM INSPECTION SCOPE FREQUENCY DRAWINGS, USE THE ANGLE SIZE SHOWN IN THE TABLE BELOW. HIGH STRENGTH BOLTS, NUTS, AND BRICK VENEER 8" MASONRY WALL WASHERS: REVIEW MANUFACTURER'S MATERIAL OPENING SIZE CERTIFICATE OF COMPLIANCE; VERIFICATION PERIODIC IDENTIFICATION MARKINGS TO CONFORM O TO ASTM STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS ANGLE SIZE STRUCTURAL STEEL: REVIEW ANGLE SIZE MANUFACTURER'S CERTIFIED MILL TEST MATERIAL REPORTS; IDENTIFICATION MARKINGS ON VERIFICATION PERIODIC STEEL SHAPES TO CONFORM TO AISC O ONE ANGLE STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS UP TO 1'-0" WELD FILLER MATERIALS: REVIEW N/A N/A MANUFACTURER'S CERTIFICATE OF MATERIAL PERIODIC COMPLIANCE; IDENTIFICATION MARKINGS VERIFICATION L 3 1/2"x3 1 /2"x1 /4" TO CONFORM WITH AWS SPECIFICATIONS L 5"x3 1 /2"x1 /4" LLH 3'-5" TO 4'-8" IN THE CONSTRUCTION DOCUMENTS STEEL LINTEL SCHEDULE KEY FOR LINTELS NOT SHOWN IN THE DOOR OR WINDOW SCHEDULE OR ON THE ARCHITECT'S 5" DRAWINGS, USE THE ANGLE SIZE SHOWN IN THE TABLE BELOW. BRICK VENEER 8" MASONRY WALL 10" MASONRY WALL 12" MASONRY WALL OPENING SIZE O ANGLE SIZE ANGLE SIZE ANGLE SIZE ANGLE SIZE bt O ONE ANGLE UP TO 1'-0" N/A N/A N/A N/A TWO ANGLES 1'-1 " TO 3'-4" L 4"x4"x1 /4" L 3 1/2"x3 1 /2"x1 /4" L 4"x3 1 /2"x1 /4" LLH L 5"x3 1 /2"x1 /4" LLH 3'-5" TO 4'-8" L 4"x4"x1 /4" L 4"x3 1 /2"x1 /4" LLV L 4"x4"x1 /4" L 5"x3 1 /2"x1 /4" LLH 4'-9" TO 6'-8" L 4"x4"x1 /4" L 6"x3 1/2"x5/16" LLV L 4"x4"x5/16" L 5"x5"x5/16" 6'-9" TO 10'-0" L 6"x4"x3/8" LLV L 6"x3 1/2"x3/8" LLV L 6"x4"x3/8" LLV L 5"x5"x5/8" -7 10'-1" TO 12'-0" L 6"x4"x3/4" LLV L 6"x3 1/2"x1/2" LLV L 6"x4"x3/4" LLV L 6"x4"x7/8" LLV w/ PLATE JL NOTES 1. ALL ANGLES MUST HAVE 8" OF BEARING AT EACH END. * 10"x3/8" PLATE 2. THIS SCHEDULE DOES NOT INCLUDE EFFECT OF FLOOR OR ROOF FRAMING LOADS. 3. ALL ANGLES TO BE GALVANIZED. 4. WELD ANGLES TOGETHER, BACK-TO-BACK, w/ 3/16" WELDS, 2" EVERY 12", TOP & BOTTOM. THREE ANGLE ICONArchitects ir.corp orated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook. corn 0 Q 10/28/20 Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 Drawn By: RH Date: 9/18/20 Sheet Title: Ur9`\eS oc'd�N CA'A . o• SCHEDULES G;�Q,/ng O, J\5' Drawing No. CA E Engineering Inc. S3 796 Merus Court T 636.349.1600 9 R H-1 -2020 St. Louis, MO 63026 F 636.349.1730 O � O bt O � bt 0 Q 10/28/20 Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 Drawn By: RH Date: 9/18/20 Sheet Title: Ur9`\eS oc'd�N CA'A . o• SCHEDULES G;�Q,/ng O, J\5' Drawing No. CA E Engineering Inc. S3 796 Merus Court T 636.349.1600 9 R H-1 -2020 St. Louis, MO 63026 F 636.349.1730 TOP OF FTG BOTTOM OF FTG - fl - o z ENGINEERED o BACKFILL PIPE CONDUIT HIM IIIIIIIII DUCT BANK. ETC 21-011 III - HIM III - PIPE DIAMETER +12"� (MIN. 24" WIDE) BELOW BOTTOM OF FOOTING BOTTOM OF FTG TOP OF FTG BOTTOM BAR J z,a CC a a_ a � 1 -PIPE SLEEVE fl PIPE CONCRETE OUTLINE NOTE: PIPE SLEEVE I.D. 2" LARGER THAN O.D. OF PIPE TYPICAL UNLESS NOTED OTHERWISE. CAULK OR PROVIDE FLOWABLE GROUT w/COMPRESSIBLE WRAP AROUND PIPE. CLOSE TO BOTTOM OF FOOTING A �� TYPICAL FOUNDATION PIPE PENETRATION DETAILS s-4 N.T.S. SLAB SIZE & REINF PER PLAN F- VAPOR RETARDER " COMPATIBLE GRANULAR BASE MATERIAL � � TYP SLAB SUBGRADE SECTION s-4 N.T.S. BENT BAR SAME SIZE & SPCG AS HORIZ REINF W/ STD LAP 2 ADDL #5 VERT EA CORNER & INTERSECTION - UNO 8x8x16 AT CORNER ili : ili : Jill i TOP OF FTG TOP BAR (AS APPLICABLE) a 4.a fl ° BOTTOM BAR z BOTTOM OF FOOTING U PIPE SLEEVE CLEAR OF TOP & BOTTOM BAR IN FOOTING OR FOUNDATION WALL (OR TRENCH FOOTING/GRADE BM.) SLAB SIZE & REINF PER PLAN •'. °a � a._ , PER PLAN �E�]TYP THICKENED SLAB s-� N.T.S. STD LAP -TYP CORNER INTERSECTION TYPICAL CMU WALL CORNERS & INTERSECTIONS s-4 N.T.S. FN SHEAR WALL END STUDS PER SCHED DOWN WHERE ;URS PER TYP DOWN SCHED VALL D 16d @ c, TYP WALL SHT PLA 16d @ 6"oc NOTES: 1. SAW -CUT CONTROL JOINTS TO BE CUT AS SOON AS SURFACE WILL NOT BE TORN, ABRADED, OR OTHERWISE DAMAGED BY CUTTING ACTION (WITHIN 8 TO 10 HR OF SAWCUT 1/8"x t/4 DEEP SLAB REINF CONTINUITY SHALL BE MAINTAINED — x �• Q Q LU J 0 \ O oo� VAPOR BARRIER J L COMPACTED BURNISHING) GRANULAR FILL 2. PROVIDE CONTROL JOINTS AS SHOWN ON CONTROL JOINT FOUNDATION PLAN B TYPICAL CONTROL JOINT DETAIL s-4 N.T.S. ADDITIONAL VERTICAL BARS @ JAMBS PER "MASONRY WALL REQUIRED @ END OF WALL 245 VERTICAL JAMB BARS FULL HEIGHT OF WALL - UNO #3 HAIRPIN TIE SAME SPACING AS HORIZONTAL REINFORCEMENT (16"oc MAX) - MAY OMIT IF HORIZ REINF IS HOOKED AROUND VERT BAR PLAN SECTION AT 8" CMU �HS-4 � TYPICAL CMU JAMB DETAILS N.T.S. CMU BLOCKS THROUGHOUT LAID o1A1 1'91 IAIAIIAI/' M/1%to"1 1 ml/P% I I V I\ V I V I V I I V V U V I V✓ — V I V V I OFMOOK:g DIMENSIONS 6857.47' PER SUPPLIER 01-011- 8'-011 —UNUU I KtIIVrUKUtU UtLLS SULIU - I YF' TYPICAL CMU WALL COURSE BETWEEN BOND BEAM COURSES I I I GROUT ALL CELLS SOLID LOCATE VERTICAL REINF AT WALL CENTERLINE - UNO TYPICAL CMU WALL BOND BEAM COURSE TYPICAL CMU WALL COURSES S-4 N.T.S. FN (2) 16d PER BLK 2X BLK x 12" @ 24"oc EN EN EN 16d @ 6"oc E N 16d @ 12"oc, TYP 2X WALL STUD 16d @ 12"oc, TYP M TYPICAL CORNERS AND INTERSECTIONS DETAIL SHEARWALL NAILING DETAIL S_4 N.T.S. w� wz Lu CHAMFER EDGES o J AS REQ -D0- a ow (4) #4 VERT @ EA CORNER OF— BASE PL 0 3" CLR MIN - TYP GRADE OR PAVEMENT REINF s-4 N.T.S. VERT WALL REINF PER PLAN HORIZ JOINT REINF PER PLAN fl #4 x 5'-0" @ MID -DEPTH OF SLAB (WHERE 2'-6" CANNOT _ a .,Q'a ° BE OBTAINED EXTEND AS FAR AS POSSIBLE AND a -HOOK 4 a 4 SLAB INTERIOR CORNER INTERIOR CORNERS VERT WALL REINF LAN G TYP HORIZ JOINT REINFORCEMENT (PLAN VI S-4 N.T.S. LIGHT POLE I- DIMENSIONS 6857.47' PER SUPPLIER 01-011- 8'-011 ANCHOR BOLT 3611 SIZE & EMBED 6853.04' BY OTHERS 10'-011 - 12'-011 BASE PL BY OTHERS (ABOVE) (6) #4 VERT EQ SPACED CONC PIER 18" x 6-3" • #4 TIES w/6" LAP ' @12"oc UNO REINF s-4 N.T.S. VERT WALL REINF PER PLAN HORIZ JOINT REINF PER PLAN fl #4 x 5'-0" @ MID -DEPTH OF SLAB (WHERE 2'-6" CANNOT _ a .,Q'a ° BE OBTAINED EXTEND AS FAR AS POSSIBLE AND a -HOOK 4 a 4 SLAB INTERIOR CORNER INTERIOR CORNERS VERT WALL REINF LAN G TYP HORIZ JOINT REINFORCEMENT (PLAN VI S-4 N.T.S. LIGHT POLE "X" DIMENSIONS 6857.47' PER SUPPLIER 01-011- 8'-011 ANCHOR BOLT 3611 SIZE & EMBED 6853.04' BY OTHERS 10'-011 - 12'-011 BASE PL BY OTHERS (ABOVE) (6) #4 VERT EQ SPACED CONC PIER 18" x 6-3" • #4 TIES w/6" LAP ' @12"oc UNO U ' (4) #4 VERT @ EA CORNER OF BASE PL SECTION A -A � CONCRETE BASE (3500 PSI CONC MIN w/ GRADE 60 I A � fl' A (6) #4 VERT EQ SPACED #4 TIES w/6" LAP co @ 12"oc UNO afl 1'- 6" dia PIER K [ TYPICAL LIGHT POLE DETAIL s-4 N.T.S. FOUNDATIONS TO BE ADJUSTED PER SOIL REPORT TOP OF FOOTING "X" "Y" 6857.47' 2011 01-011- 8'-011 6854.44' 3611 81-011-10-011 6853.04' 4'-611 10'-011 - 12'-011 T/VVALL PER CIVIL 12" BOND BEAM @ EVERY 48" w/ (2) #5 CONT 8" CMU GROUTED 'i in Ohm SOLID BELOW GRADE GRADE PER CIVIL #5 VERTS @ 24"oc Z C? #5 DWLS @ 24"oc III III III III /w/ ALT HKS T/FTG PER SCHED co r NT Z PLAN CONT #5 @ 12"oc T&B a q IIXII #5 @ 12"oc T&B of �L� TYPICAL RETAINING WALL DETAIL s-4 N.T.S. �r�s\es PgbotC Rssa�' /N d CAA o` hg 00\o CA E Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects iricorp orated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon -arch outlook.com v� a� Q O• Ca cn o w b �C x L O U O � bt O � bt v� a� Q O• Ca cn o w b �C x L �i U Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 I Drawn By: RH Date: 9/18/20 Sheet Title: TYPICAL DETAILS Drawing No. S�4 9RH-1-2020 SILL PLATE BOLT SCHEDULE MARK SHTG THK „B„ "E" SPCG WALL SIDES FASTENER MARK SHEATHED SPACING BOLT 2x 2x ® 1, 2 4811,2411 ©1,2 2x 4811,2411 WALL SHEATHING AND NAILING SCHEDULE MARK SHTG THK NAIL SIZE "E" SPCG JOINT BLKG SILL PLAND JT STUD ® 15/32" 8d 4" 2x 2x © 15/32" 8d 6" 2x 2x 2x DBL TOP PL, SPLICE PER PLAN AND TYP TOP PL SPLICE DETAIL W 6" MAX EDGE w NAILING (EN) SPCC, PER SCHED EDGE STUDS - HOLDOWN WHERE INDICATED ON PLAN & PER NOTES: TYP HOLDOWN SCHEDULE & DETAILS 1. FIELD NAILING (FN): 10d @ 12" OC. 2. ALL NAILS SHALL BE COMMON OR GALVANIZED BOX WIRE NAILS, EXCEPT AS NOTED IN NOTE 4 BELOW. 3. MINIMUM DIMENSION OF ANY SHEATHING SHEET EQUALS 16" OR STUD SPACING, WHICHEVER IS GREATER. 4. ANCHOR BOLTS AND PLATE WASHERS SHALL BE HOT -DIPPED GALVANIZED. 5. NAIL SIZES SHOWN ARE COMMON. 8d=0.131 "dia; 10d=0.1483"dia E E EN, TYP 2x INTERIOR STUDS, UNO LOCATION WHERE SHT N/ V v FN TYP E E B 11 e MAX AB SPACING EN TYP VERT OR HORIZ SHTG SHEETS TYP SHEAR WALL SHEATHING AND FASTENER SCHEDULE s-5 N.T.S. EDGE STUDS PER SCHED - SCREWS PER SCHED - FTG PER PLAN -1 C E* TYP FIELD NAILING PER TYP SHEAR WALL SHEATHING & FASTENER SCHED DETAIL WALL SHEATHING PER TYP SHEAR WALL SHEATHING & FASTENER SCHED DETAIL HOLDOWN PER SCHED SILL PLATE PER SCHEDTYP SHEAR WALL SHEATHING & FASTENER SCHED DETAIL HOLDOWN ANCHOR BOLT PER COL SCHED HOLDOWN AT FOUNDATION TYP HOLDOWN SCHEDULE & DETAILS s-5 N.T.S. 4'-0" MIN LAP BETWEEN UPPER & LOWER PLATE 4'-0" MIN LAP BETWEEN UPPER & LOWER PLATE 7- SCREW DIA 4- SCREW DIA MIN SPACING (TYP) � MIN END DIST � (TYP) NOTES: TIGHT FIT (TYP) 1. SPLICE 2x DOUBLE TOP PLATES PER MARK "A" AND 3x DOUBLE TOP PLATES PER MARK "D" OF THE ABOVE SCHEDULE, UNLESS OTHERWISE INDICATED. 2. SCREWS SHALL BE 3" LONG FOR 2x PLATES AND 5" LONG FOR 3x PLATES. 3. JOINTS IN UPPER AND LOWER PLATE SHALL BE CENTERED OVER STUD OR MULLION. 4. ALL NAILS SHALL BE COMMON WIRE NAILS. 5. SCHEDULE INDICATES NUMBER OF NAILS OR SCREWS ON EACH SIDE OF EACH JOINT. � F � TOP PLATE SPLICE DETAIL s-5 N.T.S. EXTENDS PAST TOP PL DBL 2x END STUD OR POST PER PLAN (WHERE NO HOLDOWN OCCURS) CENTER SHTG JT ON JT STUD STAGGER EDGE NAILING @ JT STUD PER TYP EDGE NAILING DETAIL JT STUD PER SCHED BLKG PER TYP STRUC WALL PANEL FRMG ELEV DETAIL 5/8" AB SPACING PER SCHED W/ 3"x3"x0.229" PL WASHER (OCCURS @ SILL PL ONLY) SILL PL PER SCHED HOLDOWN SCHEDULE MARK EDGE STUDS SIMPSON HOLDOWN SDS 1/4"x2 1/2" STUD SCWS SIMPSON AB "D.. ASSEMBLY CAPACITY 24 -1/4" SCREWS 2 - 2x HDU2-SDS2.5 6 SB58 18" 3075 LBS © 2 - 2x HDU8-SDS2.5 20 SB78 18" 6765 LBS © 6x6 POST HDU19*** (5) 1" BOLTS 1 1/8" 18" 16775 LBS NOTES: 1. HOLDOWN ANCHOR BOLTS SHALL BE HOT -DIPPED GALVANIZED (ASTM A153). 2. ALL FASTENERS INSTALLED IN FIRE RETARDANT TREATED WOOD SHALL BE HOT - DIPPED GALVANIZED (ASTM A153) OR STAINLESS STEEL (TYPE 304 OR 316). 4. HOLDOWN ANCHOR BOLTS SHALL BE HELD IN PLACE DURING CONCRETE PLACEMENT USING ABS AND ANCHORMATE ANCHOR BOLT HOLDERS, OR EQUIVALENT. * EDGE NAILING SPACING PER TYP SHEAR WALL DETAIL ** WHERE HOLDOWN OCCURS ADJACENT TO A POST ON THE PLAN, USE THE LARGER OF THE INDICATED POST OR THE SCHEDULED END STUDS. *** TO ACHIEVE CAPACITY LOADS, MACHINE BOLTS SHALL BE INSTALLED WITH NUT ON THE OPPOSITE SIDE OF THE HOLDOWN. IN THIS ORIENTATION IS REVERSED, THE LOAD CAPACITY SHALL BE REDUCED PER NDS REQUIREMENTS WHEN BOLT THREADS ARE IN THE SHEAR PLANE. NAILED SPLICE SCHEDULE MARK NAILS OA 8-16d OB10-16d 12 -1/4" SCREWS OC12-16d 24 -1/4" SCREWS SCREWED SPLICE SCHEDULE MARK SDS 1/4 SCREWS D 6 -1/4" SCREWS E 12 -1/4" SCREWS F 24 -1/4" SCREWS TRANSVERSE JOINT EDGE NAILING (EN) SHTG PER SCHED SPLICE DBL TOF TYf (4) 20d END NAILED TO HDR, EA END WHERE WALL HEIGHT EXCEEDS 10'-0", CONT ROW OF BLK MID - HEIGHT OF WALL AND AT 8'-0"oc DBL KING STUD EA SIDE OF OPNG, UNO (SINGLE KING STUD @ INTERIOR NON- BEARING WALLS) 16d @ 12"oc, TYP (2) 16d EA END 2x PTDF SILL PL UNO, SEE TYP DETAIL 4'-0" MIN DBL FBrTYPICAL STRUCTURAL WALL PANEL FRAMING ELEVATION s-5 N.T.S. O PANEL JT 1/4" STAGGER, TYP Lu EDGE NAILING JOINT STUD Oli D TYP EDGE NAILING DETAIL s-5 N.T.S. 2x4 FLAT BLKG WHERE REQD,_/WOOD TRUSS OR JS1 TOENAIL 2 - 8d EA END SECTION A -A DIAPHRAGM SHEATHING & NAILING SCHEDULE SHT'G NAIL BN EN FN TRANSV MARK THICK SSIZ SPC'G SPC'G SPC'G BLK'G w b �C P-4 �--� ;=� E a --!t x L C_ R1 19/32" 10d 6" 6" 12" YES R2 19/32" 10d 4" 6" 12" YES NOTE: 1. DIAPHRAGM SHEATHING NAILS SHALL BE DRIVEN SO THAT THEIR HEAI FLUSH WITH THE SURFACE OF THE SHEATHING. 2. LONG DIMENSION OF SHEATHING TO BE PERPENDICULAR TO TRUSS A 3. NAIL SIZES SHOWN ARE COMMON. 8d = 0.131dia; 10d = 0.1483dia � � � TYPICAL ROOF SHEATHING DETAIL S-5 ' N.T.S. J CENTER DBL TOP PL JT OVER STUD, TYP NAIL PL TO STUDS PER CONN SCHED 2x DBL TOP PL 2x STUDS @ 16"oc UNO SILL PL AB PER NOTES: 1. POWDER -ACTUATED FASTENERS (SHOT PINS) AND EXPANSION ANCHORS SHALL NOT BE USED TO ANCHOR WALLS ON CURBS OR AT SLAB EDGES. 2. HOLDOWN ANCHOR BOLTS SHALL NOT REPLACE SILL PLATE ANCHOR BOLTS. 3. ALL BOLTS, NAILS, METAL FRAMING CONNECTORS AND OTHER FASTENERS IN CONTACT WITH PRESERVATIVE OR FIRE RETARDANT TREATED LUMBER SHALL BE HOT- DIPPED GALVANIZED (ASTM A153) OR STAINLESS STEEL (TYPE 304 OR 316). * A34 METAL FRAMING CONNECTOR (OMIT FOR INTERIOR NON-BEARING WALLS 2X PT SILL 0 & WASHER -01 NOTCHED OR TYP) DRILLED HOLE L L L L NOTES: 1. TYPICAL ANCHOR BOLT END DISTANCE L = 4 1/2" MIN, 12" MAX. 2. ANCHOR BOLTS SHALL BE INSTALLED AT 12" MAXIMUM FROM EACH END OF EACH SILL PLATE PIECE, AND SHALL BE SPACED AT 48" ON CENTER MAXIMUM. SEE TYPICAL SHEAR WALL DETAIL FOR ANCHOR BOLT SPACING AT SHEAR WALLS. 3. WHERE SILL PLATE IS NOTCHED, DRILLED OR CUT MORE THAN ONE THIRD OF ITS WIDTH, INSTALL ANCHOR BOLT EACH SIDE AS SHOWN. NOTCHES, CUTS AND HOLES SHALL BE TREATED WITH A PRESERVATIVE SOLUTION CONFORMING TO AWPA STANDARD M4. 4. ANCHOR BOLTS SHALL BE 5/8" DIAMETER FULLY THREADED WITH 3"x3" x 0.229" PLATE WASHERS, UNLESS OTHERWISE NOTED. 5. MINIMUM ANCHOR BOLT EMBEDMENT SHALL BE 7", MEASURED FROM TOP OF THE CONCRETE SLAB. FOR ANCHOR BOLTS EMBEDED IN CONCRETE CURBS NOT POURED MONOLITHICALLY WITH THE FOUNDATION (NON -INTEGRAL CURBS), THE LENGTH OF ANCHOR BOLT IN CONCRETE CURBS SHALL NOT APPLY TO THIS MINIMUM EMBEDMENT. 6. ANCHOR BOLTS WITH DAMAGED THREADS SHALL NOT BE USED. 7. WHERE SILL PLATE ANCHORS MUST BE POST -INSTALLED, PROVIDE 3/4"dia x 8 1/2" SIMPSON TITEN HD STAINLESS STEEL SCREW ANCHORS (INTEGRAL CURBS ONLY, OR NO CURB), OR 5/8"dia x (8 1/2" + CURB HEIGHT) STAINLESS STEEL THREADED ROD ANCHORS INSTALL w/ HILTI HIT-HY 200 ADHESIVE OR EQUIVALENT. POST -INSTALLED ANCHORS SHALL NOT REPLACE HOLDOWN ANCHOR BOLTS UNLESS ALLOWED IN THE HOLDOWN SCHEDULE. SILL PLATE ANCHOR BOLT DETAIL s_s N.T.S. BOUNDARY NAILING (BN) BOUNDARY OF DIAPHRAGM (SHTG MAY EXTEND BEYOND DIAPHRAGM BOUNDARY) FIELD NAILING (FN) AT INTERMEDIATE SUPPORTS CENTER EDGES OF SHT'G ON FRAMING EDGE NAILING (EN), STAGGER 3/8" MIN EDGE DIST FOR NAILS TRUSS SIZE & SPCG PER FRAMING PLAN PROVIDE 1/8" GAP BTWN ALL PANEL ENDS & EDGES, TYP 0 0 3 2x6 BLKG, TYP i NAILS @ 3" oc @ RIMETER OF PENING MPSON LUS26 HGR - (P OF (8) (E) WOOD JOISTS PER PLAN, INFILL PER DETAILS 2 & 3 THIS SHEET H BLKG _ ROOF OPENING S-5 N.T.S. s P,b-!t psso Vra`\e qd� CAA I o, G��a/ng EngineeringS Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects iricorp orated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com v� a� rs = O O w b �C P-4 �--� ;=� x o a --!t x L C_ O U cc � O bt O � bt v� a� rs = O O w b �C P-4 �--� ;=� x o a --!t x L C_ U Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 I Drawn By: RH Date: 9/18/20 Sheet Title: WOOD SHEARWALLS & TYPICAL DETAILS Drawing No. S�5 9RH-1-2020 14' - 8" 8" CMU w/ #5 VERT @ 16" oc L 48'- 3 1/4" 177- 4" OUT -TO -OUT OF CONCR 36'- 1 1/2" 44'- 11 1/4" 13- 5 1/2" 15' - 2" w/ HEAVY DUTY JOINT TYP A REINF @ 16"oc TYP, UNO 1 58'- 10" ' 15' - 0" ' rK SAO S 7 D 6 EDGE OF SLAB & EDGE D °O F S-7 OF FOOTING, TYP S-7 D A.9 T 6x6 POST c - - - S-7 - — — — — — — — — — — — — — - - - - - - - - - - — — — — — — — — — — — - S-7 - - - A- - - �- - - - -B - - �- - - - T- - - - 1 - - -- — — — — — — -- - I- - - - - - - - -� — — — L77- I F I I o I I i i i I I I 12x6 FRAMING 16"oc w/ 15/32" I A I I I I I 2x8 FRAMING 16 oc w/ 15/32 @ s-7 © I I o I I I I I 1 I @ I SHEATHING PER TYP DETAIL v I T I I II I I SHEATHING PER TYP DETAIL Lu z E I I (IN OFFICE AREA) I THICKENED SLAB o I CO CRETE SLAB SIZE & REINF I I Lu _ c J s-7 I I I ----i____ ©.PER TYP DETAILS- __+__ PER SLAB SCHED THIS SHEET __I___________ I _ - S14 c� S-7 S-7 6----------�---------*----------------- J I 1--- S1 I I v O CJ I CJI CJI CJI CJI _ I CJ CJI CJI CJI �/ , CJ CJ �/ , OU N � I I I I 1 © I N 1 I FF = 100'-0" I I I I o w F_ I I I I I �n I I I I C O O © I - 4 I L 1 UNO I -- I CJ = CONTROL JOINT co 00 w I I I I I - I I I I PER TYP DETAILS ZD CD o F o I i THICKENED SLAB PER TYP DETAIL i © i i i i i 6x6 POST SIMPSON I S-7 cn I SCJ-! CJ! CJ!' -CJI-CJI ICJ-' CJ -I - CJICJ! WSW24x141 V\18 _ 1:48-----------�--------------------�- I-----------fi---------rt---- �----------I-----------�--- A CJ ---- -----INTERIOR CORNER BARS © j �' j TRENCH DRAIN SIZE & I I --------t--------rt-------- O SLOPE SLOPE I I _ I I S_7 CJ PER TYP DETAIL I I —LOCATION TO BE I I F = 100--0- SIMPSON WSW18x14 IJ I CdORDINATED w/ PLUMBING I I WNO r c I STRONG -WALL (4 THUS) 1 I ©THICKENED SLAB o I I I A I I T I I PER TYP DETAILS _ I I I S-7 I SIMPSON 00 s-7 0 I I I I I L WSW 18x1411 7777;1 q 1 1 I I I I I I 1 D H S10 H S10 H� H S10 H S10G H A❑ D s-7 - ao o co co ao S-7 S-7 14'- 8" 2'- 8"k-/ OUT -TO -OUT OF CONCRETE 4.0 3.0 FOUNDATION PLAN 3' - 4" 12'- 0" 2' - 8" 2' - 8" 10' - 0" 2' - 811 S-7 10' - 0" 2' - 811 2.7 PLAN NOTES SCALE: 1/8" = 1'-0" 1. SEE SHEETS S-1 THRU S-5 FOR GENERAL NOTES AND TYPICAL DETAILS. 2. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS, SECTIONS, AND ELEVATIONS NOT SHOWN HEREON. 3. COORDINATE SIZE AND LOCATION OF ROUGH OPENINGS IN FLOOR OR WALLS WITH ARCHITECTURAL DRAWINGS. 4. ALL ELEVATIONS ARE REFERENCED FROM FINISHED MAIN FLOOR = 100'-0" T/FTG = TOP OF FOOTING = PER PLAN T/CONC = TOP OF CONCRETE = PER PLAN 5. ALL EXTERIOR WALL SHEATHING NOT SPECIFIED AS "SHEAR WALL SHEATHING" IS TO BE 1/2" OSB SHEATHING AND ATTACHED PER IBC TABLE 2304.9.1 UNLESS OTHERWISE INDICATED BY ARCHITECT. 6. COORDINATE ALL BRICK LEDGE ELEVATIONS AND DIMENSIONS WITH ARCH. 7. INSTALL SIMPSON STEEL STRONG -WALL PER MANUFACTURER INSTRUCTIONS. D C S-7 S-7 S-7 H D S7 S-7 S-7 101-011 10' - 0" 10' - 0" 21-811-) '-8" 129'-4" 2'_8" 2-_8� OUT -TO -OUT OF CONCRETE 2.6 10'-0" 07 2' - 811 S-7 10' - 0" 2' - 811 CONCRETE SLAB SCHEDULE MARK SLAB REINF & INFORMATION A❑ 4" SLAB -ON -GRADE CONC SLAB ON 10 MIL. POLY VAPOR BARRIER ON 4" MIN. COMPACTED GRANULAR FILL w/#4 Ca DEFORMED REINF @ V -10" 0c EW © 5" SLAB -ON -GRADE CONC SLAB ON 10 MIL. POLY VAPOR BARRIER ON 4" MIN. COMPACTED GRANULAR FILL w/#4 DEFORMED REINF @ 1 -0 oc EW © 6 SLAB -ON -GRADE CONC SLAB ON 10 MIL. POLY VAPOR BARRIER ON 4" MIN. COMPACTED GRANULAR FILL w/#4 x DEFORMED REINF @ V -10" 0c EW S-7 10'-0" 2' - 811 S-7 A� S-� 1' - 4" - 4„ KT2- - 9" 15' - 2" S-7 - S-7 - - - A S-10 15'-5" 33' - 4" OUT -TO -OUT OF CONCRETE 2.0 1.8 1.4 1.0 LEGEND -FOUNDATION PLAN INDICATES HOLDOWN PER TYPICAL DETAIL INDICATES WOOD SHEAR WALL SHEATHING PER TYPICAL DETAIL INDICATES POST (NOTE THAT SOME POSTS REQUIRE HOLDOWNS) INDICATES EDGE OF FOOTING INDICATES EDGE OF SLAB AT DOOR OPENING CA E Engineering Inc. 796 Meru' Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects ixxcorp orated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook. corn Cie a� Q Ca COEO ct0w b �C P-4 x C O U m � O bt O � bt v� a� Q Ca COEO ct0w b �C P-4 x C U Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 I Drawn By: RH Date: 9/18/20 Sheet Title: FOUNDATION PLAN Drawing No. S�6 9RH-1-2020 30" 24"F— #3 4"F— #3 DOWEL x 2'-0"@ 12"oc #4 DWL @ 18"oc SLAB PER CIVIL CONT #4 SLAB SIZE & REINF PER 00 PLAN `o FF 4 PER PLAN ` --W - - ,4 of a o 0 0 GRANULAR FILL z_ ° a 7-5 fl .4 #3 TIES @ 18"oc ,4 N ° (2) #5 CONT T&B tr �4 U21 — 011 co I�A�FOUNDATION SECTION S-7 � 3/4" = 1'-0" 6" TO FACE OF STUD VENEER PER ARCH — PLY SHEATHING 2x FRAMING PER PLAN PER SCHED 2x SILL PL & ANCHOR BOLTS ADJUST BRICK COURSING PER TYP DETAILS AS REQUIRED TO MATCH REMAINDER OF BUILDING SLAB SIZE & REINF SHEARWALL SHTG SIDE PER PLAN, SEE SCHED — 2x FRAMING FOR NAILING PER PLAN 2x SILL PL ANCHOR BOLT PER TYP DETAILS SLAB SIZE & REINF PER PLAN FF Ll a 4 ER PLAN 00 —2, a CONT #4 7 a `-n10010, z #3 TIES @ 18"oc GRANULAR FILL - "�_ o 1 30" #4 DWL @ 18" oc CV° 24" F— (2) #5 CONT T&B 11-011 011 11 — 011 JIU co 21 — 011 FOUNDATION SECTION s-� 3/4" = 1'-0" VENEER PER ARCH 1 1/2" x 11 1/4" BRICK LEDGE, TYP UNO SLAB BY OTHERS PER PLAN FF • . PER PLAN 00 a� ap, ° a ,� a n n n CONT #4 ° z #3 TIES @ 18" oc ° GRANULAR FILL z a 4 1 30" #4 DWL @ 18"0C o N 24" d' (2) #5 CONT T&B 21 — 011 J U co �1--E�rFOUNDATION SECTION s-� 3/4" = 1'-0" CMU REINF PER PLAN w/ DWLS TO MATCH SLAB SIZE & REINF 7n F PER PLAN FF a PER PLAN 00- 0 0 0 0 GRANULAR FILL z 4 Q #3 TIES @ 18"oc o ' ° 245 CONT T&B as 1' - 0" 1' -011 J co 21 — 011 fif FOUNDATION SECTION s-� 3/4" = 1'-0" `4 CONT #4 #3 TIES @ 18"oc U co CMU REINF PER PLAN w/ DWLS TO MATCH 30" 24" CONT #4 DWLS @ 18"oc SLAB SIZE & REINF PER PLAN FF PER PLAN ® 4~ GRANULAR FILL o � "-a � N ° a a 4 (2) #5 CONT T&B F FOUNDATION SECTION s-� 3/4" = 1'-0" T/WALL PER ARCH VENEER PER ARCH GRADE BY OTHERS a z 0 co BOND BM w/ (2) #5 CONT 8" CMU w/ #5 VERTS @ 24"oc GROUT CELLS SOLID BELOW GRADE SLAB BY OTHERS 41 e." o ° '4 �,--K�FOUNDATION SECTION s-� 3/4" = 1'-0" #5 VERT DWLS @ 24"oc, ALT HKS (2) #5 CONT #3 DOWEL x 2'-0"@ 12"oc CQ O Ca C SLAB SIZE &REINF SLAB PER CIVIL PER PLAN w b �C co00 — SLOPE 1" FF C IBJ IL` a; PER PLAN r` Th/1 _ 00 O CONT #4, a. n GRANULAR FILL z bt a a ° a � 0 #4 DWL @ 18" oc °. #3 TIES @ 18"0C 30° bt 24"F— �� � - N c� a �� (2) #5 CONT T&B 21 — 011 J U co �] c�FOUNDATION SECTION s-� 3/4" = 1'-0" 2x6 FRAMING PER FOUNDATION PLAN 1 1/2 X 5 1/2 RAISED VENEER &CAP STONE CONC CURB � PER ARCH 2x SILL PL & ANCHOR 1 1/2" x 5 1/2" BRICK BOLTS PER TYP DETAILS LEDGE, TYP UNO STAMPED CONC SLAB BY OTHERS PER ARCH FF ti Q PER PLAN 4 , GRANULAR FILL CONT #4 g " z #4 DWL @ 18"oc a #3 TIES @ 18"oc 30 a° 0 24"F— (2) 4° (2) #5 CONT T&B 21 — 011 J U co `G �FOUNDATION SECTION S-7 � 3/4" = 1'-0" 6" TO FACE OF STUD VENEER PER ARCH — SHEATHING PER SCHED 2x FRAMING PER PLAN 1 1/2" x 5 1/2" BRICK 2x SILL PL & ANCHOR BOLTS LEDGE,"CIVIL� PER TYP DETAILS SLAB SLAB SIZE & r� REINF PER PLAN FF � a PER PLAN00 a ° GRANULAR FILL n - " 30° z 4 #3 TIES @ 18"oc #4 DWL @ 18"oc 24 o a ' i A- N ch a (2) #5 CONT T&B 4 ° � U 2' _ 0.. CIO �1--c�FOUNDATION SECTION r s-7 3/4" = 1'-0-- #3 '-0" #3 DOWEL x 2'-0" @ 12"oc EXTERIOR SLAB PER CIVIL 00 Mi #4 CONT z 30"_ C) 30- 4 DWLS @ 18"oc— , N M NOTE: LOCATION OF TRENCH DRAIN TO BE COORDINATED WITH PLUMBING 4'- 0" FROM OUTSIDE 11-1011 11-011 11-1011 TRENCH DRAIN 1' - 0" FACE OF CONCRETE BY OTHERS #4 BENT DOWEL 1'- 6" CLR REINF @ 18"oc SLAB REINF PER SLOPE 1"PLAN FF NNINa ER PLAN ° Cz 4 : a (2) - #4 CONT e" 6° Q. ° a #3 TIES @ 18oc • e (2) #5 CONT T&B °,l 2'-011 'H 'c FOUNDATION SECTION s-� 3/4" = 1'-0" ICONArchitects ir.corp orated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook. corn Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 I Drawn By: RH Date: 9/18/20 Sheet Title: CAA FOUNDATION SECTIONS G ' o` l�o,/ng D\�\5� Drawing No. CA E Engineering Inc. INNE 796 Meru'St. Louis, CourtM063026 1 F636.349.1730 9RH-1-2020 CQ O Ca C w b �C C IBJ IL` O r` Th/1 � O bt O � bt Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 I Drawn By: RH Date: 9/18/20 Sheet Title: CAA FOUNDATION SECTIONS G ' o` l�o,/ng D\�\5� Drawing No. CA E Engineering Inc. INNE 796 Meru'St. Louis, CourtM063026 1 F636.349.1730 9RH-1-2020 CQ O Ca C w b �C C IBJ IL` � Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 I Drawn By: RH Date: 9/18/20 Sheet Title: CAA FOUNDATION SECTIONS G ' o` l�o,/ng D\�\5� Drawing No. CA E Engineering Inc. INNE 796 Meru'St. Louis, CourtM063026 1 F636.349.1730 9RH-1-2020 2x8 JST @ 24"oc 20'- 0" MIN PRE-ENGINEERED WOOD TRUSSES @ 24"oc , TYPE RT2 - UNO 20'- 0" MIN PRE-ENGINEERED WOOD TRUSSES @ 24"oc01 01, TYPE RT1 SHEATHING "R2" SHEATHING "R1" SHEATHING "R2" SHEATHING "R1" SHEATHING "R1" J B H SEE WOOD SHEARWALLS & TYPICAL H E s-10 s-9 BLOCKING @ 2'-0" oc F S-9 A DETAILS SHEET FOR ADDITIONAL INFO S-9 S-8 PERS B 2 BAYS s -9 ----------H3-------------- H3 -------------------H3-------- s -9 ----------H3------ -------- H3 ------------N3---- ARCH s-9 — — — — -- 11 (GARAGE) TRUSS/BRG = 114'-1 1/2" L---------H3----------------H3--------- LI- --- ------ H1 - -- (OFFICE) TRUSS/BRG = 109'-1 1/2" -- ATTIC ACCESS PLYWOOD -- c INSTALLATION & LOCATION -- — M1 PER OWNER PROVIDE SPACING TO s 9 I I I I I I -- LOW PULLDOWN- s-9 —� COORD SIZE & LOCATION H1 STAIR INSTALLATION OF OPNG w/ARCH _ PER STEEL 2' -10" -- � A LINTEL SCHED - H COORD SIZE & LOCATION OF PROVIDE SPACING TO ALLOW ATTIC FAN COORD SIZE & LOCATION -- J — -- INSTALLATION (SEE ARCH/MECH FOR OF OPNG w/ ARCH -- SUSPENDED AHU w/ MECH EXACT TYPE, SIZE & LOCATION OF FAN) -- 106# E _ H1 S-9 M @ ' RT3 DRAFT STOP COORD — , LOCATION w/ ARCH) COORD SIZE & BLOCKING @ 2 -0 oc BLOCKING @ 2' IO" oc_ — LOCATION w/ — — 2 BAYS— — — A BLOCKING @ 2'-0" oc H2 — H1 MECH &ARCH -- -- 2x8 RAFTERS I2 BAYS '- @ 2 0"0C — �� S-9 GARAGE TRUSS/BRG = 114'-1 1/2"I — _ ( ) - ------ ------------- ----- -------- ---- ---------- r (OFFICE) TRU /BR 109--1 1/2 H H3 H3 H3 ----------- ------------- --J H3 H3 H3 H2 L-1 H1 H1 H1 B H H c F c F c H3 H3 H3 c F c F c H c S 9 S-9 S-9 S-10 S-9 S-10 S-9 A D D DA S-9 S-10 S-9 S-10 S-9 S-9 S-9 = = A S-9 S-9 S-10 S-10 S-10 S-9 L J B S-10 S-9 ROOF FRAMING PLAN PLAN NOTES SCALE: 1/8" = 1'-0" 1. SEE SHEETS S-1 THRU S-5 FOR GENERAL NOTES AND TYPICAL DETAILS. 2. ROOF CONSTRUCTION: 5/8" (3/4") PLYWOOD ROOF SHEATHING, ATTACHED TO SUPPORTS PER LUMBER NOTES, SCHEDULE, AND DETAILS. 3. PROVIDE TRUSS BRIDGING AND SPACING PER PLAN. 4. TRUSS MANUFACTURER TO COORDINATE WITH CONTRACTORS TO DETERMINE RTU AND TRANSFORMER LAYOUTS, WEIGHTS, AND FOOTPRINTS. MANUFACTURER TO COORDINATE WITH ROOF HATCH SUPPLIER FOR SIZE AND LOCATION. RTU AND EXHAUST HOOD LOADS ARE TO BE IN ADDITION TO OTHER DESIGN LOADS. 5. MAXIMUM TRUSS SPACING = 2'-0" UNO. 6. ALL ELEVATIONS ARE REFERENCED FROM FINISHED MAIN FLOOR = 100'-0" • JST/BRG = JOIST BEARING ELEVATION = PER PLAN 7. SEE ARCH DRAWINGS FOR ADDITIONAL DIMENSIONS, SECTIONS, AND ELEVATIONS. LEGEND -FRAMING PLAN INDICATES WINDOW OPENING PER ARCHITECTURAL DRAWINGS INDICATES HEADER PER WOOD HDR DETAIL SCHEDULE INDICATES TOP PLATE SPLICE PER TYPICAL TOP PLATE SPLICE DETAIL WOOD HEADER SCHEDULE MARK SIZE JACK & KING 6-0" FT 47.6 PSF STUDS H1 (3) 2x6 (1)JACK, (2) KING STUDS & BEAM H2 (3) 2x10 (1)JACK, (2) KING I I STUDS & BEAM H3 (4) 1 3/4" x 11 7/8" LVL (2) KING STUD O (2) JACK STUD PLYWOOD PER PLAN BOT OF TRUSS PER PLAN 2x8 RISER SECTION A -A PROVIDE SPACING TO ALLOW PULL-DOWN STAIR INSTALLATION 19/32" SHEATHING ATTACHED TO 2x8 RISER 0 Lu X Lu z 0 J_ m SEE TABLE JOIST SNOW DRIFT LOADING SCHEDULE DISTANCE FROM WALL LOADS AT WALL LOADS TAPER TO 6-0" FT 47.6 PSF 30 PSF Ee� A [ JOIST SNOW DRIFT LOADING DIAGRAM s -s N.T.S. '61 Ell 18 1101 B PARTIAL OFFICE ATTIC FRAMING PLAN s -s N.T.S. NOTE: PLYWOOD SHEATHING NOTCH BOUNDARY NAILER NOT SHOWN FOR CLARITY FOR ATTIC VENTILATION - TYP TRUSSES PER TRUSS MANUFACTURER, TYP TYPICAL BLOCKING TRUSS DETAIL r s -s 3/4" = 1'-0" BOUNDARY NAILING SPACING SHOWN IN ROOF SHEATHING SCHEDULE SHALL BE INTO BLOCKING TRUSSES (NOT EAVE BLOCKING) BLOCKING TRUSS w/ DBL TOP CHORD PER TRUSS MANUFACTURER @ EVERY TRUSS SPACE, TYP CLIP ANGLE SIZE & SPECIFICATIONS PER SECTIONS, TYP DOUBLE TOP PLATE a H SL (MIN) 5/8" TYP A GYPSUM BOARD AMMI IC:M Tn nKIC CIMS: nC NOTE: MAX AREA BETWEEN DRAFT STOP LOCATIONS SHALL NOT EXCEED 2,000 SQ FT. (LOCATION PER ARCH) DRAFT STOP S-8 1if = 11-011 PER ARCH 2x STUDS @ 16"oc, TYP 2x8 TRUSS RT3 00 I I I I I I I I I N '-_ 2x8 JOISTS @ 12"oc 3/41 PLYWOOD DECKING 2x6 TECH TOILET FRAMING SUPPORTS 125psf LIVE LOAD RIM JOIST PER PLAN SHEATHING PER PLAN F- JOIST PER PLAN U w DBL TOP PL a 2x FRAMING E TECH TOILET ROOM PLATFORM CEILING FRAMING PLAN 5� s-8 1/2" = 1'-0" 6-0" CLR DESIGN TRUSS TO doEXTENT OF ROOF ACCOMMODATE 200LB �� TRUSS OPENING CONCENTRATED AHU LOAD z 12 6� \ q,v 126 RT1 PER ARCH PER ARCH r � of 10, 12 16 � I � 6� RT2 2'-0"MAX WEB SPACING FOR ATTACHMENT OF DRAFTSTOP GYPSUM BOARD OR SHEATHING 12 12 �6 6 � RT3 1. TRUSS WEBS AND THEIR CONFIGURATIONS SHALL BE DESIGNED BY PRE- ENGINEERED TRUSS MANUFACTURER. 2. ALL WOOD ROOF TRUSSES SHALL HAVE MINIMUM 4" NOMINAL BEARING EACH END, AND MAXIMUM 2'-0" ON CENTER SPACING, UNLESS OTHERWISE NOTED. 3. WOOD ROOF TRUSSES, TEMPORARY AND PERMANENT TRUSS BRIDGING AND TRUSS BRACING SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH STATE AND LOCAL CODES AND ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE CHRISTIAN BROTHERS AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. c\es PU., ., 1 t hssa� 4. ALL TRUSSES SHALL BE SECURELY BRACED IN ACCORDANCE WITH "BRACING WOOD TRUSSES", COMMENTARY AND RECOMMENDATIONS (HB- CJA 91 & DSA -89), AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. O � 5. REFER TO LUMBER AND WOOD TRUSS NOTES FOR ADDITIONAL �g Do'#' INFORMATION. F TRUSS PROFILES s -s 3/4" = 1'-0" CA E Engineering Inc. 796 Meru' Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects 4-- orated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook. corn Qi C � C\2 O, r___4 Ca cn o I I I I I I I I I L O � O 1 1 1 1 1 1 bt A O � b 00 I I I I I I I I I N '-_ 2x8 JOISTS @ 12"oc 3/41 PLYWOOD DECKING 2x6 TECH TOILET FRAMING SUPPORTS 125psf LIVE LOAD RIM JOIST PER PLAN SHEATHING PER PLAN F- JOIST PER PLAN U w DBL TOP PL a 2x FRAMING E TECH TOILET ROOM PLATFORM CEILING FRAMING PLAN 5� s-8 1/2" = 1'-0" 6-0" CLR DESIGN TRUSS TO doEXTENT OF ROOF ACCOMMODATE 200LB �� TRUSS OPENING CONCENTRATED AHU LOAD z 12 6� \ q,v 126 RT1 PER ARCH PER ARCH r � of 10, 12 16 � I � 6� RT2 2'-0"MAX WEB SPACING FOR ATTACHMENT OF DRAFTSTOP GYPSUM BOARD OR SHEATHING 12 12 �6 6 � RT3 1. TRUSS WEBS AND THEIR CONFIGURATIONS SHALL BE DESIGNED BY PRE- ENGINEERED TRUSS MANUFACTURER. 2. ALL WOOD ROOF TRUSSES SHALL HAVE MINIMUM 4" NOMINAL BEARING EACH END, AND MAXIMUM 2'-0" ON CENTER SPACING, UNLESS OTHERWISE NOTED. 3. WOOD ROOF TRUSSES, TEMPORARY AND PERMANENT TRUSS BRIDGING AND TRUSS BRACING SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH STATE AND LOCAL CODES AND ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE CHRISTIAN BROTHERS AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. c\es PU., ., 1 t hssa� 4. ALL TRUSSES SHALL BE SECURELY BRACED IN ACCORDANCE WITH "BRACING WOOD TRUSSES", COMMENTARY AND RECOMMENDATIONS (HB- CJA 91 & DSA -89), AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. O � 5. REFER TO LUMBER AND WOOD TRUSS NOTES FOR ADDITIONAL �g Do'#' INFORMATION. F TRUSS PROFILES s -s 3/4" = 1'-0" CA E Engineering Inc. 796 Meru' Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects 4-- orated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook. corn va Qi C � C\2 O, r___4 Ca cn o a �C x L O � O bt O � b va Qi C � C\2 O, r___4 Ca cn o a �C x L Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 Drawn By: RH Date: 9/18/20 Sheet Title: ROOF FRAMING PLAN & DETAILS Drawing No. S�8 9RH-1-2020 BOUNDRY NAILIN SHEATHING PER ROC FRAMING PLA END NAILIN TRUSS BRG PER PLAN A34 CLIP @ 24"oc CMST12 CONT STRAP TO DBL TOP PL @ SHOP WALL, EA FACE SHEATHING PER SCHED VENEER PER ARCH 6" TO FACE OF ST FRAMING SECTION s-9 3/4" = 1'-0" BOUNDRY NAILIN SHEATHING PER ROC FRAMING PLA END NAILIN TRUSS BRG PER PLAN A34 CLIP @ 24"oc SHEATHING PER SCHED VENEER PER ARCH 6" TO FACE OF ST B FRAMING SECTION SHAPED 2x BLOCKING w/ V -SHAPED NOTCH FOR VENTING PER ARCH SON H2.5A RICANE TIE HOLD N EA END, TYP ?x TOP PL, TYP ;AMING PER ZATION PLAN s-9 3/4" = 1'-0" T/WALL VARIES SHEATHING PER SCHED 2x RAFTERS PER PLAN 6" TO FACE OF STUD VENEER PER ARCH 2x6 @ 16"oc BEAM PER ROOF FRAMING PLAN BOT/BM PER ARCH 2x BLOCKING SHEATHING PER ROOF FRAMING PLAN SHEATHING PER ROOF FRAMING PLAN TRUSSES BY TRUSS MFR, TYP BOUNDRY NAILING FASCIA PER ARCH A S-9 T/WALL PER ARCM SIMPSON LUS24 HANGER EA END,TYP------- VENEER PER ARCH - 2x6 CEILING 0// JOISTS @ 16"oc STEEL LINTEL PER SCHED DOOR OR WINDOW BY _ OTHERS --%— FRAMING SECTION s-9 3/4" = 1'-0" �jc�rFRAMING SECTION s-9 3/4" = 1'-0" RIDGE BEAM PER PLAN HEADER PER ROOF FRAMING PLAN BOT/HDR PER ARCH NOTCH BOUNDARY NAILER FOR ATTIC VENTILATION - TYP BLOCKING TRUSS PER TRUSS MFR SIMPSON H2.5A HURRICANE TIE HOLD DOWN EA END, TYP A34 CLIP @ 24"oc DBL 2x TOP PL, TYP 2x FRAMING PER FOUNDATION PLAN HEADER PER ROOF FRAMING PLAN BOT/HDR PER ARCH SHEATHING PER ROOF FRAMING PLAN BOUNDRY NAILING T/WALL EDGE NAILING VARIES SHEATHING PER ROOF FRAMING PLAN T/WALL VARIES 10d NAILS @ 6"oc @ TOP CHORD TRUSSES PER TRUSS MFR 10d NAILS @ 6"oc THRU END TRUSS VENEER PER ARCH BOUNDRY NAILING T/WALL PER ARCS# 2x4 @ 24"oc TYP @ TRUSS BOTTOM CHORD @ END BAY SIMPSON LUS24 HANGER EA END,TYP K 7 FRAMING SECTION s-9 3/4" = 1'-0" TO FACE OF STUD SHEATHING PER SCHED VENEER PER ARCH (2) HILTI KWICK-CON II + MASONRY SCREWS @ 24"oc SHEATHING PER ROOF FRAMING PLAN FRAMING SECTION 1" = 1'-0" SIMPSON LUS24 HANGER EA END,TYP TRUSSES PER TRUSS MFR A34 CLIP @ 24"oc, TYP SIMPSON LUS24 HANGER EA END,TYP 2x4 BLOCKING @ 24"oc TYP @ T&B (2 BAYS) SHEARWALL SHTG SIDE PER PLAN, SEE SCHED FOR NAILING BOT/HDR PER ARCH HEADER PER ROOF FRAMING PLAN DOOR OR WINDOW PER ARCH JOIST PER ROOF FRAMING PLAN FACIA BOARD END NAILING SHAPED 2x BLOCKING w/ V -SHAPED NOTCH FOR LA T/WALL VENTING PER ARCH VARIES Ca cn CMST12 CONT STRAP TO SON H2.5A DBL TOP PL, EA FACE ZICANE TIE HOLD N EA END, TYP SHEATHING PER SCHED ?x TOP PL TYP 6" TO FACE OF STUD ;AMING PER VENEER PER ARCH ZATION PLAN O CMU REINF PER STEEL LINTEL FOUNDATION PLAN PER SCHED A S-9 T/WALL PER ARCM SIMPSON LUS24 HANGER EA END,TYP------- VENEER PER ARCH - 2x6 CEILING 0// JOISTS @ 16"oc STEEL LINTEL PER SCHED DOOR OR WINDOW BY _ OTHERS --%— FRAMING SECTION s-9 3/4" = 1'-0" �jc�rFRAMING SECTION s-9 3/4" = 1'-0" RIDGE BEAM PER PLAN HEADER PER ROOF FRAMING PLAN BOT/HDR PER ARCH NOTCH BOUNDARY NAILER FOR ATTIC VENTILATION - TYP BLOCKING TRUSS PER TRUSS MFR SIMPSON H2.5A HURRICANE TIE HOLD DOWN EA END, TYP A34 CLIP @ 24"oc DBL 2x TOP PL, TYP 2x FRAMING PER FOUNDATION PLAN HEADER PER ROOF FRAMING PLAN BOT/HDR PER ARCH SHEATHING PER ROOF FRAMING PLAN BOUNDRY NAILING T/WALL EDGE NAILING VARIES SHEATHING PER ROOF FRAMING PLAN T/WALL VARIES 10d NAILS @ 6"oc @ TOP CHORD TRUSSES PER TRUSS MFR 10d NAILS @ 6"oc THRU END TRUSS VENEER PER ARCH BOUNDRY NAILING T/WALL PER ARCS# 2x4 @ 24"oc TYP @ TRUSS BOTTOM CHORD @ END BAY SIMPSON LUS24 HANGER EA END,TYP K 7 FRAMING SECTION s-9 3/4" = 1'-0" TO FACE OF STUD SHEATHING PER SCHED VENEER PER ARCH (2) HILTI KWICK-CON II + MASONRY SCREWS @ 24"oc SHEATHING PER ROOF FRAMING PLAN FRAMING SECTION 1" = 1'-0" SIMPSON LUS24 HANGER EA END,TYP TRUSSES PER TRUSS MFR A34 CLIP @ 24"oc, TYP SIMPSON LUS24 HANGER EA END,TYP 2x4 BLOCKING @ 24"oc TYP @ T&B (2 BAYS) SHEARWALL SHTG SIDE PER PLAN, SEE SCHED FOR NAILING BOT/HDR PER ARCH HEADER PER ROOF FRAMING PLAN DOOR OR WINDOW PER ARCH JOIST PER ROOF FRAMING PLAN FACIA BOARD SHEATHING PER ROOF PER ARCH FRAMING PLAN 1/2"dia SCREW @ 16"oc `� INTO GROUTED CELLS Ca cn T/WALL PER ARCH JOIST PER ROOF FRAMING PLAN > SIMPSON H3 BOND BM w/ (2) #5 CONT HURRICANE TIE HOLD GROUT SOLID DOWN EA END, TYP O CMU REINF PER '�O/•� FOUNDATION PLAN E FRAMING SECTION F S-9 1 11-011 T/WALL PER ARCH BOND BM w/ (2) #5 CONT GROUT SOLID VENEER PER ARCH CMU REINF PER FOUNDATION PLAN [FRAMING SECTION SHEATHING PER ROOF FRAMING PLAN BOUNDRY NAILING LA T/WALL VARIES IVII 6" TO FACE OF STUD A34 CLIP @ 24"oc, TYP SHEATHING PER SCHED VENEER PER ARCH Lk T/WALL PER ARCH EDGE NAILING STEEL LINTEL PER SCHED WINDOW/OPENING PER ARCH SIMPSON LUS24 HANGER EA END,TYP TRUSS PER TRUSS MFR SIMPSON LUS24 HANGER EA END,TYP 2x4 BLOCKING @ 24"oc TYP @ T&B (2 BAYS) BOT/HDR PER ARCH HEADER PER ROOF FRAMING PLAN DOOR OR WINDOW PER ARCH FRAMING SECTION F S-9 3/411 if -0 T/WALL PER ARCH BOND BM w/ (2) #5 SHEATHING PER ROOF CONT GROUT SOLID FRAMING PLAN VENEER PER ARCH L JOIST PER ROOF FRAMING PLAN 2x8 PRESSURE TREATED CMU REINF PER LEDGER w/ 2 - 1/2"dia x TITEN FOUNDATION PLAN HD SCREW ANCHOR @ 32"oc INTO GROUTED CELL COMPRESSOR ROOM FRMG w/ CMU & BRICK F S_9 N.T.S. SHEATHING PER ROOF FRAMING PLAN TRUSSES BY TRUSS MFR, TYP BOUNDRY NAILING FASCIA PER ARCH ING PER ROOF "i PLAN END NAILING T/WALL VARIES CMST12 CONT STRAP TO T PER ROOF DBL TOP PL, EA FACE MING PLAN SHEATHING PER SCHED 'SURE TREATED w/ (2) 1/2"dia x TITEN VENEER PER ARCH =W ANCHOR @ 32"oc OUTED CELL 6" TO FACE OF STUD01 OF H FRAMING SECTION S-9 3/4"1 -0 SHEATHING PER ROOF FRAMING PLAN BOUNDRY NAILING T/WALL VARIES a m SHEATHING PER SCHED VENEER PER ARCH 6" TO FACE OF STUD A34 CLIP @ 24"oc, TYP Lk T/WALL PER ARCH EDGE NAILING FRAMING SECTION S-9 3/4" = 1'-0" BLOCKING TRUSS PER TRUSS MFR SIMPSON H2.5A HURRICANE TIE HOLD DOWN EA END, TYP A34 CLIP @ 24"oc DBL 2x TOP PL, TYP 2x FRAMING PER FOUNDATION PLAN SIMPSON LUS24 HANGER EA END,TYP TRUSS PER TRUSS MFR SIMPSON LUS24 HANGER EA END,TYP 2x4 BLOCKING @ 24"oc TYP @ T&B (2 BAYS) 2x STUDS PER PLAN s 4,,bbott Assn Ur��\e c'dmN CAA %, v/ng CA E Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects ir.corp orated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com a� U) w_ � `� O.� Ca cn SHEATH > FRAMINi l X/ 1+11-Trmi J01� O C '�O/•� FRA U 2x8 PRE 0 LEDGER HD SCRI INTO GF [FRAMING SECTION SHEATHING PER ROOF FRAMING PLAN BOUNDRY NAILING LA T/WALL VARIES IVII 6" TO FACE OF STUD A34 CLIP @ 24"oc, TYP SHEATHING PER SCHED VENEER PER ARCH Lk T/WALL PER ARCH EDGE NAILING STEEL LINTEL PER SCHED WINDOW/OPENING PER ARCH SIMPSON LUS24 HANGER EA END,TYP TRUSS PER TRUSS MFR SIMPSON LUS24 HANGER EA END,TYP 2x4 BLOCKING @ 24"oc TYP @ T&B (2 BAYS) BOT/HDR PER ARCH HEADER PER ROOF FRAMING PLAN DOOR OR WINDOW PER ARCH FRAMING SECTION F S-9 3/411 if -0 T/WALL PER ARCH BOND BM w/ (2) #5 SHEATHING PER ROOF CONT GROUT SOLID FRAMING PLAN VENEER PER ARCH L JOIST PER ROOF FRAMING PLAN 2x8 PRESSURE TREATED CMU REINF PER LEDGER w/ 2 - 1/2"dia x TITEN FOUNDATION PLAN HD SCREW ANCHOR @ 32"oc INTO GROUTED CELL COMPRESSOR ROOM FRMG w/ CMU & BRICK F S_9 N.T.S. SHEATHING PER ROOF FRAMING PLAN TRUSSES BY TRUSS MFR, TYP BOUNDRY NAILING FASCIA PER ARCH ING PER ROOF "i PLAN END NAILING T/WALL VARIES CMST12 CONT STRAP TO T PER ROOF DBL TOP PL, EA FACE MING PLAN SHEATHING PER SCHED 'SURE TREATED w/ (2) 1/2"dia x TITEN VENEER PER ARCH =W ANCHOR @ 32"oc OUTED CELL 6" TO FACE OF STUD01 OF H FRAMING SECTION S-9 3/4"1 -0 SHEATHING PER ROOF FRAMING PLAN BOUNDRY NAILING T/WALL VARIES a m SHEATHING PER SCHED VENEER PER ARCH 6" TO FACE OF STUD A34 CLIP @ 24"oc, TYP Lk T/WALL PER ARCH EDGE NAILING FRAMING SECTION S-9 3/4" = 1'-0" BLOCKING TRUSS PER TRUSS MFR SIMPSON H2.5A HURRICANE TIE HOLD DOWN EA END, TYP A34 CLIP @ 24"oc DBL 2x TOP PL, TYP 2x FRAMING PER FOUNDATION PLAN SIMPSON LUS24 HANGER EA END,TYP TRUSS PER TRUSS MFR SIMPSON LUS24 HANGER EA END,TYP 2x4 BLOCKING @ 24"oc TYP @ T&B (2 BAYS) 2x STUDS PER PLAN s 4,,bbott Assn Ur��\e c'dmN CAA %, v/ng CA E Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects ir.corp orated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com v� a� Q � `� O.� Ca cn w b �C �--� x o x O C '�O/•� O U 0 � bt O � . r --r bt v� a� Q � `� O.� Ca cn w b �C �--� x o x C U Ppb Lf C ' F� S cc 4 �ESSION�'�' 10/28/20 Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 I Drawn By: RH Date: 9/18/20 Sheet Title: FRAMING DETAILS Drawing No. S9 9RH-1-2020 COORDINATE VENEER LOCATION & HEIGHTS WITH ARCHITECTURAL DRAWINGS 11- 4" 11- 4" A FRAMING PLAN 3/8 11-011 ROOF TRUSS TOP CHORD 9'-10" FRONT ENTRY OF ROOF SHEATHING I E� OVERFRAMING F s-10 3/4" = 1'-0" PLAN VIEW ENTRANCE U V Z Q J d r 0� LW y n J > D x V 0 bo (2) BUILT UP STUDS, TYP (2) 2X10 (2) 1 3/4" x 9 1/4" LVL (2) 1 3/4" x 11 1/4" LVL (CONTINUE BACK TO ROOF TRUSSES) 11- 4" 11- 4" (2) 2X10 4x4 POST (SEE ELEVATION FOR PLACEMENT) 8" 11- 4" 8" FASCIA c 6x6 POST- 21-811 OST F(2)X10 J-01 /1 4001 2' - 8" s-10 (4 THUS) COORDINATE VENEER LOCATION & HEIGHTS WITH ARCHITECTURAL DRAWINGS SEE ROOF FRAMING PLAN FOR BALANCE OF INFORMATION B HIGHFRAMING PLAN 3/8 — 11 -0 11 BOUNDRY NAILING SHEATHING PER ROOF FRAMING PLAN END NAILING TRUSS BRG PER PLAN A34 CLIP @ 24"oc CMST12 CONT STRAP TO DBL TOP PL @ SHOP WALL, EA FACE SHEATHING PER SCHED VENEER PER ARCH STEEL LINTEL PER SCHED 6" TO FACE OF STU FRAMING SECTION s-io 3/4" = V-0" C+I Ir ATI IlKlt-% FRONT ENTRY SHAPED 2x BLOCKING w/ V -SHAPED NOTCH FOR VENTING PER ARCH SIMPSON H2.5A HURRICANE TIE HOLD DOWN EA END, TYP DBL 2x TOP PL, TYP 2x FRAMING PER FOUNDATION PLAN BOT/HDR AL PER ARCH L 2x4 SOLID BLOCKING PARALLEL TO 2x10 SECTION A -A ROOF TRUSSES BY OTHERS (2) 2X10 w/ HUC210-2 HANGER AT POST (BEYOND) - TYP (2) 2X10 w/ HUC210-2 HANGER AT POST - TYP (2) 2X10 w/ HUC210-2 HANGER AT POST (BEYOND) - TYP TOP POST & BM v 110'-3/4" BOT/BM o v 109'-3" N ao BOT BM v 107-0" r r CONT SIMPSON CMST12 STRAP @ EACH FACE OF LONG SHOP WALLS DBL TOP PLATE KING STUDS PER SCHED @ EA GARAGE DOOR, TYP 10d COMMON NAILS @ 16"oc STUD TO WSW PANEL STUD & STUD TO STUD A -A S-11 STUDS EA SIDE, PER SCHED TOP OF FOOTING FF ELEV (2) 1 3/4" x 11 1/4" LVL BC4 POST CAP 44 POST BC40 POST BASE Hi (2) 13/4" x 9 1/4" LVL w/ HUC410 y HANGER AT EA END, BEAM NOT DESIGNED FOR BRICK WEIGHT, ARCHES ASSUMED TO BE SELF SUPPORTING 6x6 POST w/ ABA66Z POST BASE - TYP STAMPED CONC SLAB SIZE & REINF PER PLAN M_/ 100'-0" a FRAMING ELEVATION 3/8 = 11-011 WSW -TOW PROVIDED w/ WSW, APPLY TO OUTSIDE FACE OF WALL SIMPSON WSW SHEAR -WALL PER PLAN, CUT_ TO DESIRED HEIGHT ®�I a a a. - atr. a ae a, �. a Va a a - a �Al . ELEVATION SEE FOUNDATION PLAN FOR FND & REINF INFORMATION ENTRY HEADER PER SCHED, TYP PLYWOOD SPACER A -A AS REQ'D 3-10 SIMPSON WSW -AB PER HOLDOWN SCHED El F SIMPSON STRONG -WALL WSW SHEARWALL DETAILS s-� 0 1 1/2" = V-0" STUDS PEI\ 2'-8" 6" 1' - 8" 6" V MILL VV VV rLl\ rLlIIV PLAN VIEW SECTION A -A s Abbott Assn CAA Dlv`�\o:Q1 CA E Engineering Inc. 796 Meru' Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 ICONArchitects ir.corp orated 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@ouflook.com va a� Q O O w b �C x L O U cc � O bt va a� Q O O w b �C x L U Stephen J. Sacco Revisions 9/18/20 - Issued for CBA Plan Reivew 10/28/20 - Issued for Permit Submittal Project No. ICA -CO -20 I Drawn By: RH Date: 9/18/20 Sheet Title: FRAMING & ELEVATION AT ENTRANCE Drawing No. S10 9RH-1-2020 MECHANICAL SYMBOLS, LEGENDS NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. PIPING CD CONDENSATE DRAIN (CD) ACD AUXILIARY CONDENSATE DRAIN (ACD) RL REFRIGERANT LIQUID (RL) RD REFRIGERANT DISCHARGE (HOT GAS) (RD) RS REFRIGERANT SUCTION (RS) EXISTING PIPING TO BE REMOVED EXISTING PIPING TO REMAIN HVAC EQUIPMENT &DUCTWORK NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. SEE SECTION 15250 OF THE SPECIFICATION FOR DUCTWORK TO RECEIVCAPACITY (IQNS) TYPE OF STAGES cc cc �N ro Alm; 08 E INSULATION OR LINER. EXISTING DUCTWORK OR EQUIPMENT TO REMAIN EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED BRANCH DUCT WITH 45' RECTANGLE -ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER ELBOW WITH TURNING VANES RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP � � RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN SUPPLY AIR DUCT UP SUPPLY AIR DUCT DOWN EQUIPMENT WITH FLEXIBLE DUCT CONNECTION 10" CSD -1 300 CFM NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER MANUAL VOLUME DAMPER SQUARE TO ROUND TRANSITION DUCT MOUNTED SMOKE DETECTOR RD (SD=SUPPLY/RD=RETURN) FD FIRE DAMPER ® CARBON DIOXIDE SENSOR FSD FIRE SMOKE DAMPER H® HUMIDITY SENSOR S D SMOKE DAMPER © PULL STATION VD VOLUME DAMPER S� STATIC PRESSURE SENSOR MD MOTORIZED DAMPER � TEMPERATURE SENSOR Bp BACKDRAFT DAMPER O HUMIDISTAT 0 THERMOSTAT ABBREVIATIONS ABBREVIATIONS AFF ABOVE FINISHED FLOOR MC MECHANICAL CONTRACTOR BAS BUILDING AUTOMATION SYSTEM MIN MINIMUM BD BACKDRAFT DAMPER NC NOISE CRITERIA CFM CUBIC FEET PER MINUTE OA OUTSIDE AIR DDC DIRECT DIGITAL CONTROL RA RETURN AIR DX DIRECT EXPANSION SA SUPPLY AIR EA EXHAUST AIR SD SMOKE DUCT DETECTOR FFA FROM FLOOR ABOVE TFA TO FLOOR ABOVE FFB FROM FLOOR BELOW TFB TO FLOOR BELOW GPM GALLONS PER MINUTE TYP TYPICAL IN WC INCHES OF WATER COLUMN UNO UNLESS NOTED OTHERWISE MAX MAXIMUM W/ WWITHMBH 1000 BTU PER HOUR W/o WITHOUT STANDARD MOUNTING HEIGHTS MECHANICAL (AFF, AFG, UNLESS NOTED OTHERWISE) THERMOSTATS (USER ADJUSTABLE) 48" CONTROLS (CENTERLINE) 48" ANNOTATION O1 MECHANICAL PLAN CALLOUT CU MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND 1 INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING 1 DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER M 1 NUMBER INDICATES SHEET NUMBER 1 SECTION CUT DESIGNATION M1 AIR HANDLER UNIT SCHEDULE (NATURAL GAS) SCHEDULE MANUFACTURER MODEL CFM KW MARK MARK MANUFACTURER MODEL MARK SERVICE MANUFACTURER MODEL NOMINAL REFR. CFM ESP MIN. 0 A REFR. TC Sc EAT LAT INPUT MODEL OUTPUT %EFF V/PH MCA MOCP TRANE 4TTA3048D3 4 R-41 OA IN HP C TYPE MBH MBH DB B DB 208/3 MBH MBH CSD2 TITUS 250M LOUVERED AHU-1 TRANE TUD2C080A9 1,600 0.80 1.0 140 R -410A 47.5 34.4 80/67 58 4TXCC09DS3 80 64 80.0 120/1 11.4 15 A,B,C,D,E,F,G,H,I,J NOTES: D,F 115/1 CRL2 TITUS 55FL A. EQUIPMENT COMPONENTS SHALL BE BY THE SAME MANUFACTURER. SURFACE C. CONTRACTOR SHALL VERIFY WITH EQUIPMENT SUPPLIER EXACT QUANTITY AND SIZE OF REFRIGERANT PIPING. 0.09 D,F B. EQUIPMENT SIZED FOR 95' F AMBIENT TEMPERATURE. 115/1 A,B,C,D,J JS -0568 -CC, FOR SECOND CONNECTED BURNER -ONE THERMOSTAT SUPPLY FAN MIN. COOLING COIL HLAIING COIL LLLG I KIGAL NO I ES 1CONArchiteds i ri c o r p o r a t e d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com VQ O 0 U w O 40 •rl �I FOR ALL BIDDING QUESTIONS, CONTACT THE OWNER. DO NOT CONTACT THE ENGINEER. w BID PER PLANS - NO EQUALS OR =0 Its SUBSTITUTIONS ALLOWED. 14 O • �� '���y0 REG�',S p°" a6D°°ao ��.� DARRF L a ROY CA 7 NUMBER a 32485 �. QQO 096 46Aa6�y,9 .� 10-28-2020 Date Revisions 9/18/20 -Issued for CBA MBH OVE LL MOUNT IGHT Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: s P��/t Esso Date: 10/28/20 CAA �'/cy;ng p�J��`° Sheet Title: MECHANICAL SCHED❑LES Drawing No. Engineering 796 Merus Court T 636.349.1600 ■ St. Louis, MO 63026 F 636.349.1730 9RH-1-2020 LOUVER SCHEDULE LISTED FREE WATER MARK MFR. MODEL SIZE AREA PENTRATION SERVICE NOTES N0. LxW (IN.) (�) (FPM) L-1 RUSKIN ELF375X 40x40 54 803 INTAKE 1,3 L-2 RUSKIN ELF375X 16x16 54 803 INTAKE 2,3 NOTES: 1. INTERLOCK OPEN AND CLOSE OPERATION OF MOTORIZED DAMPER WITH THE ON/OFF OPERATION OF EF -3. 2. INTERLOCK OPEN AND CLOSE OPERATION OF MOTORIZED DAMPER WITH THE ON/OFF OPERATION OF EF -4. 3. LOUVER SHALL BE PROVIDED WITH A FACTORY PROVIDED 70% PVDF BLACK PAINT FINISH. AIR HANDLER UNIT SCHEDULE (NATURAL GAS) SCHEDULE MANUFACTURER MODEL CFM KW MARK MARK MANUFACTURER MODEL MARK SERVICE MANUFACTURER MODEL NOMINAL REFR. CFM ESP MIN. 0 A REFR. TC Sc EAT LAT INPUT MODEL OUTPUT %EFF V/PH MCA MOCP TRANE 4TTA3048D3 4 R-41 OA IN HP C TYPE MBH MBH DB B DB 208/3 MBH MBH CSD2 TITUS 250M LOUVERED AHU-1 TRANE TUD2C080A9 1,600 0.80 1.0 140 R -410A 47.5 34.4 80/67 58 4TXCC09DS3 80 64 80.0 120/1 11.4 15 A,B,C,D,E,F,G,H,I,J NOTES: D,F 115/1 CRL2 TITUS 55FL A. EQUIPMENT COMPONENTS SHALL BE BY THE SAME MANUFACTURER. SURFACE C. CONTRACTOR SHALL VERIFY WITH EQUIPMENT SUPPLIER EXACT QUANTITY AND SIZE OF REFRIGERANT PIPING. 0.09 D,F B. EQUIPMENT SIZED FOR 95' F AMBIENT TEMPERATURE. 115/1 A,B,C,D,J JS -0568 -CC, FOR SECOND CONNECTED BURNER -ONE THERMOSTAT D. C. PROVIDE 1 s PLEATED THROWAWAY AIR FILTERS. WALL ICO-24-B5-J1-QD 6400 -- B. D. PROVIDE IN HORIZONTAL CONFIGURATION. E. PROVIDE CONCRETE HOUSEKEEPING PAD PER SPECIFICATIONS. B,E,F,G 3. C. BRANCH DUCT SIZE SHALL BE SAME AS NECK SIZE UNLESS OTHERWISE SHOWN PROVIDE WITH 7 -DAY PROGRAMMABLE THERMOSTAT WITH OCCUPIED/UNOCCUPIED SETTINGS AND STAGED HEATING AND COOLING CAPABILITY AS REQUIRED FOR OPERATION WALL ICO-24-B5-J1-QD 6400 OF AUXILIARY HEATING AND COOLING CONTROLS WITH A 5'F DEADBAND. PROVIDE THERMOSTAT KEYPAD LOCK CAPABILITY. DISCONNECT SWITCH FURNISHED BY DIVISION 16 CONTRACTOR. BAKED ENAMEL FINISH, OFF WHITE. 1,075 F. DIVISION 16 CONTRACTOR TO FURNISH AND INSTALL A SMOKE DETECTOR IN THE RETURN AIR DUCT. E. PROVIDE NECK FOR DUCT CONNECTION. G. STARTERS FOR ALL MOTORS SHALL BE FURNISHED INTEGRAL WITH UNIT. G. DISCONNECT SWITCH FURNISHED BY DIVISION 16 CONTRACTOR. -- F. FRAME TYPE TO MATCH CONSTRUCTION TYPE, COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN. 1,075 INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL &STATE CODES. r. PROVIDE WITH SPRING VIBRATION ISOLATION AND ALL -THREAD HANGING RODS. COORDINATE SIZE OF CONDUCTOR TERMINATION LUGS WITH CONDUCTOR SIZES SHOWN ON ELECTRICAL DRAWINGS. SF -4 SA GREENHECK WALL ICO-24-B5-J1-QD SPECIFIED FAN ESP DOES NOT INCLUDE LOSSES FOR DIRTY FILTERS. -- I. NO SUBSTITUTIONS ALLOWED. 1,075 115/1 NO SUBSTITUTIONS ALLOWED. NOTES: SUPPLY FAN MIN. COOLING COIL HLAIING COIL LLLG I KIGAL NO I ES 1CONArchiteds i ri c o r p o r a t e d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com VQ O 0 U w O 40 •rl �I FOR ALL BIDDING QUESTIONS, CONTACT THE OWNER. DO NOT CONTACT THE ENGINEER. w BID PER PLANS - NO EQUALS OR =0 Its SUBSTITUTIONS ALLOWED. 14 O • �� '���y0 REG�',S p°" a6D°°ao ��.� DARRF L a ROY CA 7 NUMBER a 32485 �. QQO 096 46Aa6�y,9 .� 10-28-2020 Date Revisions 9/18/20 -Issued for CBA MBH OVE LL MOUNT IGHT Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: s P��/t Esso Date: 10/28/20 CAA �'/cy;ng p�J��`° Sheet Title: MECHANICAL SCHED❑LES Drawing No. Engineering 796 Merus Court T 636.349.1600 ■ St. Louis, MO 63026 F 636.349.1730 9RH-1-2020 LOUVER SCHEDULE LISTED FREE WATER MARK MFR. MODEL SIZE AREA PENTRATION SERVICE NOTES N0. LxW (IN.) (�) (FPM) L-1 RUSKIN ELF375X 40x40 54 803 INTAKE 1,3 L-2 RUSKIN ELF375X 16x16 54 803 INTAKE 2,3 NOTES: 1. INTERLOCK OPEN AND CLOSE OPERATION OF MOTORIZED DAMPER WITH THE ON/OFF OPERATION OF EF -3. 2. INTERLOCK OPEN AND CLOSE OPERATION OF MOTORIZED DAMPER WITH THE ON/OFF OPERATION OF EF -4. 3. LOUVER SHALL BE PROVIDED WITH A FACTORY PROVIDED 70% PVDF BLACK PAINT FINISH. PROVIDE CONDENSING UNIT SCHEDULE SCHEDULE MANUFACTURER MODEL CFM KW MARK MARK MANUFACTURER MODEL MARK SERVICE MANUFACTURER MODEL NOMINAL REFR. TC (MBH) SC (MBH) MIN. N0. SEER MCA MOCP V/PH NOTES IN CU -1 AHU-1 TRANE 4TTA3048D3 4 R-41 OA 47.5 34.4 1 14.0 18 30 208/3 A,B,C,D,E,F,G,H,I NOTES: CSD2 TITUS 250M LOUVERED 18 WATTS SURFACE 6°x6" 30 A. WITH BIRDSCREEN. EF -3 MECHANICAL SHEET INDEX SHEET N0. SHEET DESCRIPTION M1.01 MECHANICAL SCHEDULES M2.01 MECHANICAL FLOOR PLAN M3.01 MECHANICAL DETAILS M4.01 MECHANICAL SPECIFICATIONS CONDENSING UNIT SCHEDULE SCHEDULE MANUFACTURER MODEL CFM KW MARK MARK MANUFACTURER MODEL MARK SERVICE MANUFACTURER MODEL NOMINAL REFR. TC (MBH) SC (MBH) MIN. N0. SEER MCA MOCP V/PH NOTES IN CU -1 AHU-1 TRANE 4TTA3048D3 4 R-41 OA 47.5 34.4 1 14.0 18 30 208/3 A,B,C,D,E,F,G,H,I NOTES: CSD2 TITUS 250M LOUVERED 18 WATTS SURFACE 6°x6" 30 A. PROVIDE LOW AMBIENT CONTROL TO 30' F. EF -3 CRG1 TITUS 4FL LOUVERED 3000 SURFACE 12"x12° B. EQUIPMENT SIZED FOR 95' F AMBIENT TEMPERATURE. D,F 115/1 CRL2 TITUS 55FL LOUVERED GREENHECK SURFACE C. CONTRACTOR SHALL VERIFY WITH EQUIPMENT SUPPLIER EXACT QUANTITY AND SIZE OF REFRIGERANT PIPING. 0.09 D,F NOTES: 950 115/1 A,B,C,D,J JS -0568 -CC, FOR SECOND CONNECTED BURNER -ONE THERMOSTAT D. PROVIDE LIQUID LINE FILTER DRYER AND SIGHT GLASS. GREENHECK WALL ICO-24-B5-J1-QD 6400 -- B. 4 -WAY THROW PATTERN UNLESS OTHERWISE SHOWN ON DRAWINGS. 1,075 E. PROVIDE CONCRETE HOUSEKEEPING PAD PER SPECIFICATIONS. B,E,F,G 3. C. BRANCH DUCT SIZE SHALL BE SAME AS NECK SIZE UNLESS OTHERWISE SHOWN ON DRAWINGS. WALL ICO-24-B5-J1-QD 6400 -- DISCONNECT SWITCH FURNISHED BY DIVISION 16 CONTRACTOR. BAKED ENAMEL FINISH, OFF WHITE. 1,075 115/1 B,E,F,G E. PROVIDE NECK FOR DUCT CONNECTION. G. STARTERS FOR ALL MOTORS SHALL BE FURNISHED INTEGRAL WITH UNIT. ICO-24-B5-J1-QD 6400 -- F. FRAME TYPE TO MATCH CONSTRUCTION TYPE, COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN. 1,075 INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL &STATE CODES. 115/1 H. COORDINATE SIZE OF CONDUCTOR TERMINATION LUGS WITH CONDUCTOR SIZES SHOWN ON ELECTRICAL DRAWINGS. SF -4 SA GREENHECK WALL ICO-24-B5-J1-QD 6400 -- I. NO SUBSTITUTIONS ALLOWED. 1,075 115/1 B,E,F,G NOTES: MECHANICAL SHEET INDEX SHEET N0. SHEET DESCRIPTION M1.01 MECHANICAL SCHEDULES M2.01 MECHANICAL FLOOR PLAN M3.01 MECHANICAL DETAILS M4.01 MECHANICAL SPECIFICATIONS GRILLE, REGISTER AND DIFFUSER SCHEDULE MANUFACTURER MODEL CFM KW MARK MARK MANUFACTURER MODEL FACE GARAGE VENTILATION CALCS PER IMC 403.3 SPACE OCCUPANCY REQUIRED EXH AREA EXH. AIRFLOW EXH. AIRFLOW CLASSIFICATION CFM/SF. SQ. FT. REQUIRED PROVIDED TECHNICIAN AREA REPAIR GARAGE 0.75 3970 2978 3000 ROOF VENTILATOR SCHEDULE MARK. SERVICE CFM SP THROAT MFR MODEL ACCESSORIES ("WG) SIZE GRV-1 RELIEF 3000 0.08 20x20 GREENHECK GRSR 24 1 ACCESSORIES: 1. GRAVITY BACKDRAFT DAMPER, BIRDSCREEN, SLOPED ROOF CURB. tl e GRILLE, REGISTER AND DIFFUSER SCHEDULE MANUFACTURER MODEL CFM KW MARK MARK MANUFACTURER MODEL FACE MOUNTING MOUNTING FACE SIZE MAX. MAX. PRESS. NOTES FAN RPM V/PH NOTES TYPE EF -1 LOCATION IN NC DROP IN. W.C. 100 0.25 CSD1 TITUS 250M LOUVERED 115/1 SURFACE 12"x12" 30 0.1 A,B,C,D,E,F SURFACE CSD2 TITUS 250M LOUVERED 18 WATTS SURFACE 6°x6" 30 0.1 A,B,C,D,E,F EF -3 CRG1 TITUS 4FL LOUVERED 3000 SURFACE 12"x12° 30 0.05 D,F 115/1 CRL2 TITUS 55FL LOUVERED GREENHECK SURFACE 24"x24" 34 0.09 D,F NOTES: 950 115/1 A,B,C,D,J JS -0568 -CC, FOR SECOND CONNECTED BURNER -ONE THERMOSTAT A. NECK SIZE SHOWN ON DRAWINGS. GREENHECK WALL ICO-24-B5-J1-QD 6400 -- B. 4 -WAY THROW PATTERN UNLESS OTHERWISE SHOWN ON DRAWINGS. 1,075 115/1 B,E,F,G 3. C. BRANCH DUCT SIZE SHALL BE SAME AS NECK SIZE UNLESS OTHERWISE SHOWN ON DRAWINGS. WALL ICO-24-B5-J1-QD 6400 -- D. BAKED ENAMEL FINISH, OFF WHITE. 1,075 115/1 B,E,F,G E. PROVIDE NECK FOR DUCT CONNECTION. GREENHECK WALL ICO-24-B5-J1-QD 6400 -- F. FRAME TYPE TO MATCH CONSTRUCTION TYPE, COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN. 1,075 INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL &STATE CODES. 115/1 B,E,F,G GARAGE VENTILATION CALCS PER IMC 403.3 SPACE OCCUPANCY REQUIRED EXH AREA EXH. AIRFLOW EXH. AIRFLOW CLASSIFICATION CFM/SF. SQ. FT. REQUIRED PROVIDED TECHNICIAN AREA REPAIR GARAGE 0.75 3970 2978 3000 ROOF VENTILATOR SCHEDULE MARK. SERVICE CFM SP THROAT MFR MODEL ACCESSORIES ("WG) SIZE GRV-1 RELIEF 3000 0.08 20x20 GREENHECK GRSR 24 1 ACCESSORIES: 1. GRAVITY BACKDRAFT DAMPER, BIRDSCREEN, SLOPED ROOF CURB. tl e FAN SCHEDULE MARK MANUFACTURER MODEL CFM KW MARK AREA SERVED MARK SERVICE EA, RA, SA MANUFACTURER MOUNTING MODEL CFM ESP IN DRIVE BELT DIRECT MIN. HP FAN RPM V/PH NOTES 120/1 EF -1 EA ROOF VENTILATOR SCHEDULE MARK. SERVICE CFM SP THROAT MFR MODEL ACCESSORIES ("WG) SIZE GRV-1 RELIEF 3000 0.08 20x20 GREENHECK GRSR 24 1 ACCESSORIES: 1. GRAVITY BACKDRAFT DAMPER, BIRDSCREEN, SLOPED ROOF CURB. tl e FAN SCHEDULE MARK MANUFACTURER MODEL CFM KW MARK AREA SERVED MARK SERVICE EA, RA, SA MANUFACTURER MOUNTING MODEL CFM ESP IN DRIVE BELT DIRECT MIN. HP FAN RPM V/PH NOTES 120/1 EF -1 EA GREENHECK SURFACE SP -A110 100 0.25 DIRECT 18 WATTS 950 RH-2 115/1 tl e FAN SCHEDULE MARK MANUFACTURER MODEL CFM KW MARK AREA SERVED MARK SERVICE EA, RA, SA MANUFACTURER MOUNTING MODEL CFM ESP IN DRIVE BELT DIRECT MIN. HP FAN RPM V/PH NOTES 120/1 EF -1 EA GREENHECK SURFACE SP -A110 100 0.25 DIRECT 18 WATTS 950 RH-2 115/1 A,B,C,D 80 EF -2 EA GREENHECK SURFACE SP -A110 100 0.25 DIRECT 18 WATTS 950 SEE PLAN 115/1 A,B,C,D 20' -Os EF -3 EA GREENHECK ATTIC BDF-120-7 3000 0.25 BELT 3/4 580 120/1 115/1 A,B,D,H,I 4.8 AMPS EF -4 EA GREENHECK SURFACE SP -A110 100 0.25 DIRECT 18 WATTS 950 115/1 A,B,C,D,J JS -0568 -CC, FOR SECOND CONNECTED BURNER -ONE THERMOSTAT SF -1 SA GREENHECK WALL ICO-24-B5-J1-QD 6400 -- DIRECT 1/2 1,075 115/1 B,E,F,G 3. SF -2 SA GREENHECK WALL ICO-24-B5-J1-QD 6400 -- DIRECT 1/2 1,075 115/1 B,E,F,G SF -3 SA GREENHECK WALL ICO-24-B5-J1-QD 6400 -- DIRECT 1/2 1,075 INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL &STATE CODES. 115/1 B,E,F,G SF -4 SA GREENHECK WALL ICO-24-B5-J1-QD 6400 -- DIRECT 1/2 1,075 115/1 B,E,F,G NOTES: A. PROVIDE RUBBER IN SHEAR ISOLATION AND ALL -THREAD HANGING RODS. B. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH. C. NOT USED. D. PROVIDE MANUFACTURER'S SPRING-LOADED BACKDRAFT DAMPER. E. MOUNT WALL MOUNTING BRACKET. F. PROVIDE WALL SWITCH AND COORDINATE HEIGHT WITH OWNER AND ARCHITECT. CYCLE FAN POWER OFF WITH WALL SWITCH. FAN SPEED CAN BE ADJUSTED WITH PULL CHAIN IF DESIRED. G. FANS TO BE OSCILLATING. H. MOTORIZED DAMPER SIMILAR TO GREENHECK VCD-23 AND ACTUATOR EQUAL TO HONEYWELL MS8110A1206. PROVIDE ON/OFF WALL SWITCH AND INTERLOCK OPEARTION OF DAMPER WITH EF -3. NOTE: VENTILATION SHALL OPERATE CONTINUOUSLY DURING OCCUPIED HOURS. NOTE: IT IS THE INTENTION OF THIS FACILITY THAT NO HYDROGEN GAS OR HYDROGREN FUELED VEHICLES ARE TO BE REPAIRED. I. INTERNAL THERMAL OVERLOAD PROTECTION. J. PROVIDE LINE VOLTAGE HONEYWELL THERMOSTAT MODEL T4054B. INTERLOCK DAMPER WITH FAN'S OPERATION WITH ADJUSTABLE TEMPERATURE SET POINT. SET INITIAL SET POINT AT 80' F. OUTSIDE AIR REQUIREMENTS UNIT ROOM AREA AREA PERSONS N0. OF CFM PER CFM O.A. S.A. O.A. NOTES N0. N0. S.F. SERVED PER 1000 S.F. PEOPLE PERSON PER S.F. REQUIRED PROVIDED PROVIDED 103 50 RESTROOM 0 0 50 4 107 52 RESTROOM 0 0 50 4 101 325 ENTRY/ DROP OFF 10 4 5 0.06 45 750 61 B 102 185 SERVICI I r- 1 E 5 1 5 0.06 16 250 22 B 104 105 MANAGER 5 1 5 0.06 11 200 18 B 105 200 LUNCH/ WORKROOM 25 2 5 0.06 22 275 24 B TOTALS 8 93 1600 140 A NOTES: A BALANCE UNIT OUTSIDE AIR TO 8.8% ZONE DISTRIBUTION EFFECTIVENESS SCHEIDDLES B AREAS COMMUNICATE UNIT HEATER SCHEDULE (ELECTRIC RADIANT TUBE HEATER MARK MANUFACTURER MODEL CFM KW MARK AREA SERVED V/PH INPUT LENGTH IGNITION CURRENT RUNNING CURRENT TO BOTTOM FT. MANUFACTURER MODEL WEIGHT ACCESSORIES RH-1 SEE PLAN 120/1 80 20'-0° 4.8 AMPS 0.14 AMPS 12' - 13' SCHWANK STS -JZ -80-20 111 1,2,3,4,5,6,7 RH-2 SEE PLAN 120/1 80 20'-0" 4.8 AMPS 0.14 AMPS 12' - 13' SCHWANK STS -JZ -80-20 111 1,2,3,4,5,6,7 RH-3 SEE PLAN 120/1 80 20' -Os 4.8 AMPS 0.14 AMPS 12' - 13' SCHWANK STS -JZ -80-20 111 1,2,3,4,5,6,7 RH-4 SEE PLAN 120/1 80 20'-0° 4.8 AMPS 0.14 AMPS 12' - 13' SCHWANK STS -JZ -80-20 111 1,2,3,4,5,6,7 ACCESSORIES: 1. PROVIDE 24 VOLT DIGITAL THERMOSTAT SCHWANK JS -0569 -WR ALONG WITH RELAY SWITCH, JS -0568 -CC, FOR SECOND CONNECTED BURNER -ONE THERMOSTAT FOR TWO HEATERS. FOLLOW HIGH ALTITUDE INSTALLATION PROCEDURES, WHICH MAY INCLUDE A MODIFIED GAS ORIFICE. PROVIDE 45 DEGREE MOUNTING ANGLE, CEILING SUSPENSION KIT 3. TITANIUM COMBUSTION CHAMBER p.g 4. PROVIDE 4" TYPE B VENT CAP THRU ROOF SCHWANK JA -0528 -XX 5. PROVIDE 4° FRESH AIR INTAKE THRU ROOF. 6. PROVIDE MANUFACTURER'S 24V RELAY. 7. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL &STATE CODES. OUTSIDE AIR REQUIREMENTS UNIT ROOM AREA AREA PERSONS N0. OF CFM PER CFM O.A. S.A. O.A. NOTES N0. N0. S.F. SERVED PER 1000 S.F. PEOPLE PERSON PER S.F. REQUIRED PROVIDED PROVIDED 103 50 RESTROOM 0 0 50 4 107 52 RESTROOM 0 0 50 4 101 325 ENTRY/ DROP OFF 10 4 5 0.06 45 750 61 B 102 185 SERVICI I r- 1 E 5 1 5 0.06 16 250 22 B 104 105 MANAGER 5 1 5 0.06 11 200 18 B 105 200 LUNCH/ WORKROOM 25 2 5 0.06 22 275 24 B TOTALS 8 93 1600 140 A NOTES: A BALANCE UNIT OUTSIDE AIR TO 8.8% ZONE DISTRIBUTION EFFECTIVENESS SCHEIDDLES B AREAS COMMUNICATE UNIT HEATER SCHEDULE (ELECTRIC MARK MANUFACTURER MODEL CFM KW AMPS V/PH NOTES UHE-1 QMARK AWH30150F 100 1.5 12.5 120/1 A NOTES: A. PROVIDE INTEGRAL THERMOSTAT, POSITIVE OFF SWITCH, AUTO HIGH TEMPERATURE CUT OFF, MANUAL RESET, THERMAL OVEREAT PROTECTOR, FAN DELAY AND FACTORY DISCONNECT SWITCH. p.g UNIT HEATER SCHEDULE (ELECTRIC MARK MANUFACTURER MODEL CFM KW AMPS V/PH NOTES UHE-1 QMARK AWH30150F 100 1.5 12.5 120/1 A NOTES: A. PROVIDE INTEGRAL THERMOSTAT, POSITIVE OFF SWITCH, AUTO HIGH TEMPERATURE CUT OFF, MANUAL RESET, THERMAL OVEREAT PROTECTOR, FAN DELAY AND FACTORY DISCONNECT SWITCH. 4,0 3,0 2,6 2,6 1,6 1,2 I SF 10 I SF SF 10 10 SF ------ ------ — 4 1 3 10 21 1 I I I I RH T 4" I 4 11 3 14 I ° 4" TUBE HEATER I I I I 14 108 20 4» TUBE HETER RH 0 14 114GRAVITY RELIEF 13 TECHNICIAN AREA VENT CAP, GRV-1 �ILL�I\ �V CRG2 3000 iL TE RADIANT HEATERS 12' OFF OF I I I WALL AND HANG 12' BELOW I I EY. I VG. SHOWN OFF OF WALL IN UMATICAL NATURE OF DRAWINGS cLARInr. I I I I I I I I I 1 I -- ---- oCJ– — —----------------- I -- c I I NOTE: I I I I ALL ROOF VENTS NOTE: SHALL BE PAINTED I �� ---�— ----------------� j� ---� ALL THERMOSTATS TO BE PROGRAMMABLE BLACK I �_----—------------------� 2 DSCALE: MECHANICAL FLOOR PLAN M20 1 8"=1'-0" NI 2.0NUW EI +1 C - D I I I I I I 4,0 3,0 CENTER EXHAUST FAN OVER TOILET ATTIC ACCESS LADDER SEE ARCH. FOR SPECIFICATIONS TECHNICIAN AREA 108 ----------- - ..z-1_1EW,: - - - - - 0 CU PAD TO BE A MINIMUM OF 3' ABOVE FINISHED GRADE AND SET LEVEL LOCATE EXACT LOCATION WITH CML WORK. (TYP. ) CENTER EXHAUST FAN OVER TOILET ENLARGED OFFICE MECHANICAL FLOOR PLAN ZJLM 11%" SCALE: 1/499=1'-099 N MECHANICAL GENERAL NOTES: A. PRIOR TO SUBMITTING BID, THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REVIEW OF THE GENERAL NOTES, SPECIFICATIONS AND ALL OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND/OR OWNER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. B. COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AND ORDERLY INSTALLATION. DUCTWORK AND PIPING SHALL BE ROUTED TO AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. C. TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT DURING WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION AT NO EXTRA COST TO THE OWNER. D. PROVIDE ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS UNLESS OTHERWISE NOTED. E. NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING IS SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. FIELD VERIFY FINAL EQUIPMENT LOCATIONS TO INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT. F. REFER TO ARCHITECTURAL DRAWINGS FOR ALL RELATED CONSTRUCTION DETAILS AS APPLICABLE TO THE HVAC SYSTEM. CHASES AND PENETRATIONS INTENDED FOR DUCTWORK AND PIPING ROUTINGS SHALL BE VERIFIED WITH ARCHITECT. G. INSTALL ALL DUCTWORK AND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS OTHERWISE SHOWN OR NOTED. H. SEAL ALL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. FIREPROOF ALL PENETRATIONS THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L. REQUIREMENTS. I. COORDINATE REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS. J. ALL AIR DEVICES THAT ARE LOCATED CLOSE TO WALL SHALL BE PLACED TO AS TO CLEAR CROWN MOULDING. K. LOCATE, WIRE AND SET THERMOSTATS/TEMPERATURE SENSORS. VERIFY EXACT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. MOUNTING HEIGHTS SHALL BE 54" AFF TO MEET ADA REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS. L. RIGID DUCTWORK INSULATION: PROVIDE 2' THICK, 3/4 LB DENSITY INSULATION WRAP ON ALL RIGID ROUND AND RECTANGULAR CONCEALED SUPPLY AIR DUCTS AND ON ALL OUTSIDE AIR DUCTS (ALL THAT ARE NOT LINED). PROVIDE 1-1/2' THICK, 3 LB DENSITY INTERNAL DUCT LINER ON THE FIRST 15 FEET OF RECTANGULAR SUPPLY AND RETURN AIR DUCTS FROM THE CONNECTION TO THE EQUIPMENT. ALSO PROVIDE INTERNAL DUCT LINER ON ALL EXPOSED DUCTWORK. SIZES ON MECHANICAL PLANS INDICATE CLEAR INSIDE AIRFLOW DIMENSIONS; INCREASE SHEETMETAL SIZES ACCORDINGLY. M. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX TYPE MKE, FLEXMASTER TYPE 8M, OR APPROVED EQUAL, SHALL BE LISTED UNDER U.L. 181 AS CLASS I AIR DUCT AND SHALL BE PROVIDED WITH INTEGRAL 2' THICK, 3/4 LB DENSITY FIBERGLASS INSULATION. FLEXIBLE DUCTWORK NOT TO EXCEED 5'-0" IN LENGTH. INSTALL AND SUPPORT TO AVOID SHARP BENDS AND SAGGING. N. PROVIDE A NEW SET OF AIR FILTERS IN ALL UNITS JUST BEFORE TURNING SYSTEMS OVER TO OWNER. 0. MOTORIZED DAMPERS SHALL BE DRIVEN BY TWO -POSITION, 120 -VOLT ACTUATORS. PROVIDE 24 -VOLT RELAY AND CONNECT TO FAN WIRING FROM THERMOSTAT. REFER TO ELECTRICAL PLANS FOR 120 -VOLT WIRING. P. INSTALL ALL DUCTWORK TIGHT TO STRUCTURE. Q. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH THE CIIY'S ADOPTED INTERNATIONAL MECHANICAL CODE, INTERNATIONAL PLUMBING CODE, INTERNATIONAL ENERGY CONSERVATION CODE, ALL STATE REQUIREMENTS, AND LOCAL REQUIREMENTS. MECHANICAL KEYED NOTES: O1 LOCATE NEW AIR HANDLING UNIT AS INDICATED. UNIT SHALL BE ACCESSIBLE FOR SERVICE FROM ATTIC SPACE. MOUNT UNIT TIGHT TO STRUCTURE. SUSPEND UNIT FROM STRUCTURE PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE MOUNTING HEIGHT/LOCATION OF THE UNIT WITH OTHER BUILDING SYSTEMS TO ALLOW WORKING CLEARANCES AS REQUIRED BY CODE AND UNIT MANUFACTURER. RE:#4,5/M-3.01. AIR HANDLING UNIT FILTER SECTION TO BE ACCESSIBLE IN ATTIC SPACE. COORDINATE INSTALLATION OF UNIT SUPPORTS AND PIPING TO MAINTAIN ACCESS AND CLEARANCE FOR FILTER REPLACEMENT. O2 REFER TO PLUMBING DRAWINGS FOR CONDENSATE DRAIN LINES. O3 MECHANICAL CONTRACTOR SHALL PROVIDE SMOKE DETECTOR IN THE RETURN DUCTWORK OF THE AIR HANDLING UNIT UPSTREAM OF OUTSIDE AIR CONNECTION POINT. SMOKE DETECTOR SHALL BE ACCESSIBLE IN ATTIC SPACE. RE:#5/M-3.01. O4 ROUTE REFRIGERANT PIPING IN THE ATTIC SPACE FROM THE AIR HANDLER UNIT OVER TO, DOWN THRU THE WALL, AND OVER TO THE GROUND—MOUNTED CONDENSING UNIT. RE: 14,8,9/M-3.01. O5 PROVIDE SPIN—IN CONNECTION WITH LOCKING QUADRANT DAMPER. TYPICAL ON ALL ROUND DUCTS TAPPED FROM RECTANGULAR BRANCH DUCTWORK ABOVE GYP. BD. CEILINGS, UNLESS OTHERWISE NOTED. RE:#10/M-3.01. O6 8"0 OUTSIDE AIR DUCT. PROVIDE MOTORIZED DAMPER IN DUCTWORK AND BALANCE TO CFM AS SCHEDULED IN AIR HANDLER UNIT SCHEDULE. O7 ALL HORIZONTAL EXTERIOR REFRIGERANT PIPING RUNS SHALL BE SUPPORTED FROM WALLS OR SET ON WOOD BLOCKS TO BE KEPT OFF THE GROUND. RE: #8,9/M-3.01. PIPING SHALL BE INSTALLED PERPENDICULAR TO BUILDING LINES IN AN ORDERLY MANNER. O8 LOCATE NEW CONDENSING UNIT AS INDICATED. MOUNT UNIT ON EQUIPMENT PAD PER MANUFACTURER'S RECOMMENDATIONS WHILE MAINTAINING WORKING CLEARANCES AS REQUIRED BY CODE AND UNIT MANUFACTURER. RE: #6/M-3.01. O9 40"x40' RUSKIN INTAKE AIR LOUVER (MODEL ELF375X) WITH MOTORIZED DAMPER EQUAL TO GREENHECK VCD-23-40X40 AND ACTUATOR EQUAL TO HONEYWELL MS811OA1206. CENTER ON WALL BETWEEN BAYS 8 AND 9. INTERLOCK MOTORIZED DAMPER WITH EF -3 AND EF -4. NOTE: LOUVER SHALL BE PROVIDED WITH A FACTORY PROVIDED 70% PVDF BLACK PAINT FINISH. 10 WALL—MOUNTED SUPPLY FAN. MOUNT FAN AT 8'-6" AFF. COORDINATE WITH ELECTRICAL. PROVIDE WALL SWITCH AT EACH FAN TOGETHER WITH DUPLEX AT 54" AFF. 11 SUSPEND RADIANT TUBE HEATER FROM CEILING AT 45 DEGREE ANGLE PER MANUFACTURER'S RECOMMENDATIONS. MOUNT THERMOSTAT AT LOCATION SHOWN ON PLAN 54" AFF. 12 6"0 EXHAUST DUCT UP THROUGH REAR OF ROOF SO AS NOT TO BE SEEN FROM FRONT OF BLDG. PROVIDE WEATHER—PROOF ROOF CAP. 13 COORDINATE LOCATION OF INLINE EXHAUST FAN WITH STRUCTURAL SPACING OF 34' FOR FAN. LOCATE FAN ABOVE TOP OF TRUSS CORD AND EXTEND EXHAUST DUCT DOWN TO 24'X24" LOUVERED EXHAUST GRILLE IN SHOP CEILING AS SCHEDULED IN GRILLE SCHEDULE ON M-1.01. IN CEILING. ROUTE 20"x2O" DUCT FROM EXHAUST FAN UP TO GREENHECK GRSR-24 GRAVITY RELIEF VENT CAP, GRV-1, WITH SLOPED ROOF CURB, BACKDRAFT DAMPER AND BIRDSCREEN. EF -3 SHALL DISCHARGE THROUGH REAR OF ROOF SO AS NOT TO BE SEEN FROM FRONT OF BLDG. 14 CONNECT 4"0 SINGLE WALL VENT PIPE TO TUBE HEATER PIPING AND EXTEND SINGLE—WALL TO B—VENT ADPATER. ROUTE FULL SIZE TYPE B FLUE UP THROUGH ROOF WITH FLASHING AND PROVIDE TYPE B ROOF CAP WITH INSECT SCREEN. TERMINATIONS MUST PENETRATE ROOF AT REAR OF BUILDING SO AS NOT TO BE SEEN FROM FRONT OF THE BUILDING. EXTEND VENT A MINIMUM OF 24" ABOVE ANY PORTION OF ROOF WITHIN A HORIZTONAL DISTANCE OF 10 FEET. 15 ROUTE FULL SIZE TYPE B FLUE UP THROUGH ROOF WITH FLASHING AND PROVIDE TYPE B ROOF CAP WITH INSECT SCREEN. TERMINATIONS MUST PENETRATE ROOF AT REAR OF BUILDING SO AS NOT TO BE SEEN FROM FRONT OF THE BUILDING. EXTEND VENT A MINIMUM OF 24" ABOVE ANY PORTION OF ROOF WITHIN A HORIZTONAL DISTANCE OF 10 FEET. 16 PROVIDE WALL MOUNTED ELECTRIC UNIT HEATER, UHE-1, WITH INTEGRAL T—STAT. MOUNT BOTTOM OF HEATER APPROXIMATELY 30' AFF. SET INITIAL (ADJUSTABLE) SET POINT AT 606 F. 17 167X16" RUSKIN EXHAUST AIR LOUVER (MODEL ELF375X) WITH BIRDSCREEN AND MOTORIZED DAMPER EQUAL TO GREENHECK VCD-23-16X16 AND ACTUATOR EQUAL TO HONEYWELL MS811OA1206. INTERLOCK OPEN AND CLOSE OPERATION OF DAMPER WITH EXHAUST FAN, EF -4. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATION. NOTE: LOUVER SHALL BE PROVIDED WITH A FACTORY PROVIDED 70% PVDF BLACK PAINT FINISH. 18 PROVIDE LINE VOLTAGE HONEYWELL THERMOSTAT MODEL T4054B. INTERLOCK FAN'S OPERATION TO ADJUSTABLE TEMPERATURE SET POINT OF THERMOSTAT. SET INITIAL SET POINT AT 80' F (ADJUSTABLE). 19 REFER TO ARCHITECTURAL SHEET, A-4, FOR SOURCE CAPTURE SYSTEM PROVIDED AT CENTER OF EACH BOTTOM PANEL OF EACH BAY DOOR. EXHAUST PORT PROVIDED AND INSTALLED BY DOOR MANUFACTURER. 20 CONNECT 4' DIAMETER COMBUSTION AIR PIPING TO BLOWER UNIT. EXTEND DUCT UP THROUGH ROOF WITH FLASHING AND CONNECT ROOF CAP. COMBUSTION AIR INTAKE SHALL BE A MINIMUM OF 12" FROM ANY FLUE EXHAUST TERMINATION. TERMINATIONS MUST PENETRATE ROOF AT REAR OF BUILDING SO AS NOT TO BE SEEN FROM P'�Db°!tAsso FRONT OF THE BUILDING. /1.101 21 FULL SIZED RETURN AIR DUCT. ROUTE DUCT UP TO UNDERSIDE OF STRUCTURE. ROUTE RETURN AIR DUCT UP TO UNDERSIDE OF STRUCTURE. CAA 22 LOCATE THERMOSTAT ON 45° ANGLED WALL. REFER TO ARCHITECTURAL PLANS FOR o EXACT LOCATION. "long Engineering Inc. 796 Merus Court T 636349.1600 St. Louis, MO 63026 F 636349.1730 • :: :ice . •. 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com PO REGIS _ Ci� p0 Q tl I o° C5 DARR ROY CA 7 NUMBER 32485 a QQO 096 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: 1 MECHANICAL FLOOR PLAN Drawing No. M-2.01 9RH-1-2020 4,0 3,0 I A.9 -------------- COMROOVOR 109 2,6 2,6 1,6 TOTAL DEVELOPED— LENGTH = 173'-0" ----------------------- ��- 1 "G - 1-1/2'G 1-1 /2"G 80 CFH I 160 CFH I 240 CFH 320 CFH _ I TOILET ROOM RH 80 CFH RH 80 CFH I R3 80 CFH I RH 80 CFH los TECHNICIAN AREA 108 B,7 ------------ ---- c I ------- ------ ------ — — — — — — I I I I I I I I I I I I NOTE: GAS LINES ROUTED IN ATTIC SPACE. NATURAL GAS FLOOR PLAN ROOF FLOOR TO GAS SERVICE SCALE: 11/8"=V-0" 2,5 LUNCHWORKROOMI 105 I o II\ /II �L f I SERVICE 102 2"G 400 CFH GS ENTRY DROP-OFF 101 80 CFH SERVICE UNE BY GAS COMPANY COORDINATE WITH GAS SERVICE COMPANY TO PROVIDE A METER SETTING FOR A 1.2 CAPACITY OF UP TO 400 CFH AT A MINIMUM OF 7VC DISCHARGE PRESSURE CD DOWNSTREAM OF METER, NOTE: EXPOSED GAS PIPING DOWNSTRErOF (B20 METER SHAD_ BE PAINTED. ---------------- A — — — — B MANAGER 04 00 ----------I ---�— ------ ------ I I I I I 2,0 1,8 1,4 GAS PIPE MATERIAL SCHEDULE PIPING SYSTEM ABBREVIATION PIPING MATERIAL NATURAL GAS (ABOVE GRADE & ON ROOF) G SCHEDULE 40 BLACK STEEL NATURAL GAS (BELOW GRADE) G APPROVED 'PE' PIPE FOR GAS SUB -TOTAL so BUILDING HEATING NOTE, GAS PIPING ABOVE GROUND SHALL BE STANDARD WEIGHT BLACK STEEL WITH MALLEABLE IRON SCREWED FITTINGS, OR STANDARD MELDED FITTINGS, 80 MBH A;U r-. 1 "G 1 1-1/ mG 320 MBH I N AER 1" G RH 80 MBH IMULENGTH Els 80 NOTE: 240 3 NATURAL GAS RISER NO SCALE 1' G RH 80 MBH -1-1/4•G 160 MBH r GAS LOAD SUMMARY SYSTEM DESIGNATION EQUIPMENT MBH BUILDING HEATING AHU-1 ROOF s0 SUB -TOTAL so BUILDING HEATING RH-1 RADIANT HEATER 80 RH-2 RADIANT HEATER s0 RH-3 RADIANT HEATER 80 RH-4 RADIANT HEATER 80 SUB -TOTAL 320 TOTAL NATURAL GAS CONNECTED LOAD 400 GAS M�TER REQUIREMgS MBH CAPACITY 400 TOTAL DEVELOPED LENGTH INCLUDING EQUIV LENT PIPE LENGTH FOR FITTING PJ'ID VALVE FRICTION LOSSES TO GASFT METER. 144 FT X 1.2 44 173 COSULT GAS UTILITY COP FOR REGULATOR RATI G PROVIDED BY GAS PROVIDED UNDER DIVISION 15 1.o COMPANY (VERIFY) GAS PIPE INSIDE BUILDING, PRESSURE TEST FITTING SHCOWN ATIOON PLANZE AS METER BYPASS ANCHOR RISER TO ALL AT TEN FOOT INTERV USING STRAINER OFFSET RISER C PS PIPE INCREASER PROVIDE EARTH AKE ACTIVATED AUTOC GAS REGULATOR SET AT SHUT-OFF VALVE HERE IF DISCHARGE PRESSURE REQUIRED BY LOCAL INDICATED ON FLOOR AUTHORITIES. ANCH R PLAN. ❑ VALVE 1 BUILDING MALL GAS COCK (TYPICAL) WALL PENETRATION PER SEPARATE DETAIL METER BYPASS 6" LONG DIRT LEG AT GAS METER OF CFH BOTTOM OF RISER, CAPACITY SHOWN ON FLOOR PLAN GAS SHUT-OFF COCK GRADE OR PAVEMENT PIPE INCREASER NATURAL GAS SERVICE PIPE UNION WITH GROUND tE FY REQUI E ENT$ FOR METERING AND PIPING WITH GAS COMP COORDINATE GASCOMP WITH REGARD TO INSTALLATION OF OTHER PLU BIIG UTILmES IN D TY AP D' OR IF ANY. REW DP PE ANLY FOR D FITTINGS D PAY PER PLU BING SPECIFICAFEES FOR �IONALsLATION. USE 2 GAS METER SETTING NOT TO SCALE RH 80 MBH 1• G -1 • 80 RH 80 MBH ROOF FLOOR CoASE EngineeringInc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 I CO N Architects I n c o r p o r a t e d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com e• DARRL ROY CA fIUMBEIt 32485 • �4 zpf+ NAL••�� 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: NAT ❑ RAL GAS PLAN Drawing No. M-2,02 9RH-1-2020 BRANCH DUCT WALL BRANCH CONNECTIONS SHALL BE PROVIDED WITH OPPOSED BLADE DAMPER AND LOCKING QUADRANT. USE 1/4 W (4" MIN.) YOUNG'S REGULATOR IF DAMPER IS NOT ACCESIBLE. PARALLEL BLADE DAMPER SHALL BE USED IF BRANCH DUCT HEIGHT INSIDE DIMENSION IS LESS THAN 9". 45' --�- AIR FLOW E/A OR R/A �'- AIR FLOW S/A TRUNK DUCT NOTE: 1. THIS CONNECTION SHALL BE TYPICAL FOR ALL RECTANGULAR BRANCH DUCT CONNECTIONS TO RECTANGULAR TRUNK DUCTS, INCLUDING SUPPLY, RETURN, OUTSIDE AIR AND EXHAUST DUCTS. RECTANGULAR BRANCH TAP DETAIL NO SCALE 120 -VOLT MOTORIZED VOLUME DAMPER IN OUTSIDE AIR DUCT NOTE 4 ACCESSIBLE FILTER SECTION REFER TO COIL PIPING DETAIL NOTE 5 NOTE 3 NOTE 2� FLEX CONNECTION S/A DUCT MANUAL VOLUME DAMPER IN RETURN AIR DUCT R/A DUCT STEEL CHANNEL OR UNISTRUTJ 7ZFFI SMOKE DECTECTOR STEEL ANGLE OR UNISTRUT COORDINATE WITH ELECTRICAL. (TYP.) PROVIDE AUXILIARY DRAIN PANBENEATH FAN COIL UNIT. PROVIDE APRIL AIRE R TO PLUMBING PLANS FOR PAN SHALL BE 3" LARGER FILTER #2400 PRIMARY AND SECONDARY DRAIN LINES. THAN UNIT ON EACH SIDE NOTES: 1. PROVIDE MISCELLANEOUS GALVANIZED SUPPORT ANGLE OR CHANNEL AS REQUIRED TO BRIDGE STRUCTURE FOR SUSPENDED AHU. 2. SUSPEND DRAIN PAN WITH SUPPORT RODS WHEN ATTACHED TO BUILDING STRUCTURE. 3. ATTACH TO STRUCTURE WITH VIBRATION ISOLATION. 4. INTERLOCK DAMPER ACTUATOR WITH FAN COIL UNIT THERMOSTAT. * FAN ENERGIZED - OPEN DAMPER * FAN DE -ENERGIZED - CLOSED DAMPER 5. GAS PIPING. REF: P3.02 K�AIR HANDLING UNIT MOUNTING NO SCALE OUTSIDE INSIDE WALL PENETRATION DETAIL NO SCALE FLEX CONNECTOR TRANSITION FROM FAN DISCHARGE TO DUCT SIZE INDICATED SUPPORT FROM STRUCTURE ABOVE WITH ALL -THREAD RODS AND VIBRATION ISO- LATION. EXHAUST FAN �CEILING AS SCHEDULE ` INTEGRAL GRILLE CEILING MOUNTED CABINET ��� EXHAUST FAN DETAIL L NO SCALE EQUIPMENT CLEARANCE SEE NOTE 2 1" CHAMFER- GRADE11 R O_ R 2 EACH REBAR ALL SIDES ce 10" EQUIPMENT CLEARANCE SEE NOTE 2- I I I I I I I I I I I I I REBAR OR I 1 WIRE MESH--, 4 VARIES 6' SAND FILL I N 066 m METAL BAND OVER INSULATION (TYPICAL) SPIN -IN CONNECTION EXTERNALLY INSULATED WITH VOLUME DAMPER AND DAMPER LOCK WITH EXTENSION PRE -INSULATED FLEXIBLE DUCT AS REQUIRED, INSTALL PERMANENTLY SEALED AND SUPPORTED TO PREVENT KINKING AND SHARP TURNS METAL BAND (TYPICAL) CEILING DIFFUSER AS SCHEDULED NOTES: EXTEND HARD METAL DUCT SO THAT MAXIMUM FLEXIBLE DUCT LENGTH DOES NOT EXCEED 5-0". PROVIDE RIGID 90' ELBOW WHERE REQUIRED TO KEEP FLEXIBLE DUCT WITHIN 5-0" LENGTH LIMITATION. LAY -IN TYPE DINOCEILING DIFFUSER DETAIL SCALE WALL FLOOR 1/2" ASPHALT TYPE EXPANSION JOINT FILLER NOTES: 1. SLOPE SLAB A MINIMUM OF 1/2"/FOOT BACK TO FRONT OR CENTER TO EDGE FOR DRAINAGE. 2. MINIMUM CLEARANCE AROUND EQUIPMENT, ALL SIDES, PER MANUFACTURER. 3. DIMENSIONS SHOWN ARE MINIMUM ACCEPTABLE; REVISE AS REQUIRED FOR EQUIPMENT BEING PROVIDED. 4. WHERE WALL DOES NOT EXIST, INSTALL EQUIPMENT IN CENTER OF PAD AND ENCLOSE AS SHOWN ON ARCHITECTURAL DRAWINGS. EXTERIOR EQUIPMENT PAD DETAIL NO SCALE REFRIGERANT LIQUID LINE PROVIDE 4" SECTION OF INSULATION AT BLOCKING BASE FOR LIQUID UNE INSULATED REFRIGERANT SUCTION UNE GALVANIZED PIPE CLAMP (TYP.) PIPE SADDLE (TYP.) 4"0"02" LONG MIN. TREATED WOOD BLOCK w -n V4 .i • d ^ . A A• • .Q „ A NOTE: PROVIDE SUPPORTS AT 3'-0" ON CENTERS AND WITHIN 1'-0" OF ALL CHANGES IN PIPE DIRECTION. REFRIGERANT PIPING 9 SUPPORT ON GROUND NO SCALE RELOCATE IF SHOWN IN DIFFERENT LOCATION ON PLANS. INSULATION STUFFED UNDER STANDOFF DAMPER ROD INSIDE BEARING SECURELY ATTACH ROD TO DAMPER BLADE STAINLESS STEEL CLAMP - MINIMUM 26 GAUGE I�`►b��1�1����1�I�1 LONG RADIUS COPPER ELBOW (TYPICAL) LIQUID UNE FILTER DRYER WITH BYPASS-----,-,, VIBRATION ISOLATORS (TYPICAL) I�I�GROUND SHUT-OFF VALVE (TYPICAL) LOOP SUCTION PIPING TO TOP OF DX COIL THERMAL EXPANSION -G� VALVE (TEV) TYPICAL RNR EVAPORATOR COIL UNION (TYPICAL) RffRIGERIWT TRAP - REFRIGERANT SUCTION UNE -REFRIGERANT LIQUID UNE NOTES: 1. SUCTION UNE TRAP TO BE EXTENDED ABOVE EVAPORATOR COIL. 2. CONTRACTOR TO VERIFY PIPE SIZES REQUIRED WITH EQUIPMENT SUPPLIER. 3. PITCH SUCTION LINE TOWARDS CONDENSING UNIT. 4. SIGHT GLASS TO BE FULL UNE SIZE AND INSTALLED IN THE MAIN LIQUID LINE. 5. LOCATE TEV BULB 45' ABOVE BOTTOM OF PIPE. REFRIGERANT PIPING DETAIL WITH ELEVATED REGULATOR DURO DYNE MODEL SRTS 2 OR APPROVED EQUAL STAINLESS STEEL CLAMP CEILING DIFFUSER SEE SCHEDULE FOR MODEL. 3/8"0 ROD WITH 2" INSULATION WITH VINYL NYLON BEARING VAPOR BARRIER U.L. 181 CLASS 1 FLEXIBLE DUCT 1. TYPICAL OF ALL ACCESSIBLE ROUND DUCE CONNECTIONS TO RECTANGULAR DUCT. 10 SPIN -IN CONNECTION NO SCALE COIL ABOVE CU (SINGLE CIRCUIT NO SCALE TEAL AND TAPE OUTER AACKET AT RIGID DUCT AND IIFFUSER NECK INCH LONG DUCT COLLAR TYP. DR ALL CONNECTIONS TO CEILING IFFusERs L -REFER TO ARCHITECTURAL DWGS. FOR CEILING TYPE DUCT SUPPORT DETAIL 7 No SCALE TYPICAL HATER & SUPPORT SPACING DUCTMATE ICL -10 "CLUTCHER" WIRE ROPE HANGER SYSTEM, SPACED 8' O.C. MAXIMUM FOR SPRIRAL PIPE INTALLED IN 10' LENGTHS LOW -RIB SPIRAL DUCT, MINIMUM 26GA EQUIVALENT, GAUGE PER SMACNA CONSTRUCTION STANDARDS RIGID D❑CT INSTALLATION 116" (295 ni 'i 116" (295 cm) .57 21.6 m) 6 ----------------------------------------------- ------------------------________------------- ---- ___ ..__�_._--__-_ __ _-_____-------------- 4.1 3 "I0 010 Angle the burner suspension 1. Burner A ernbl chain back over the burner t ��. Flange Adapter ollov%.� system expansion 3. Flanged Tine 4. Swaged Tube 5. Vent termination :optional; wall or roof) _ . End Plate Hedger �. Webbed Herber Thedistance be .�'een the 3. Hanging Chain tube fledge and fete of 9. Focus Shield Reflector the plate hanger must be 10. Reflector Stabilizer 4.5" (11.4 crr 11 HEATER DETAIL NO SCALE ND JOIST OR OTHER SUPPORT 3A MINIMUM STRAP, 1" WIDE, 6' KIMUM HORIZONTAL SPACING AT TOP OF DUCT P UNDER DUCT 1" WITH 18 ``�� P�boct ryssO 10 15, CJJ4 tA��`a'n D`�`4 9 � �AIVAV � T AV •. 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com po REGIS )%' voa***Goo" �' moo: CARR 9 ROY CA u • ° NUMBER * 4 �., 32485 di � i�+til r••d9o�1� LLll. 04A1. ' 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: 1 MECHANICAL DETAILS Drawing No. Engineering Inc. M_3 � � 796 Merus Court T 636.349.1600 ■ St. Louis, MO 63026 F 636349.1730 gRH-1-2020 CIRCLE CUT NEW OR EXISTING CORE DRILL WALL FOR STUD CONSTRUCTION AND PROVIDE CONCRETE CONSTRUCTION GALVANIZED STEEL PIPE FOR SMALLER THAN 6 . PROVIDE 10 GAUGE GALVANIZED SHEET STEEL ROUND TUBE FOR 6' I AND LARGER. CAULK SLEEVE IN PLACE. - + - PACK ANNULAR SPACE WITH FIBERGLASS INSULATION AND PROVIDE WATER -PROOF NON - � SHRINK SILICONE SEALANT ON PROVIDE CAST IRON WALL PIPE INSIDE AND OUTSIDE RUSH WITH WITH RETAINING RING TO ANCHOR WALL. PIPE AND ACT AS A WATER STOP. PROVIDE ESCUTCHEON FOR POUR IN PLACE FOR NEW CONCRETE OR EXPOSED PIPE IN FINISHED EXISTING MASNORY CONSTRUCTION SPACE PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUR HELD CONDITIONS. REFER TO SPECIFICATIONS FOR MORE INFORMATION ON INSULATION AND SEALANT. COORDINATE SLEEVE INSTALLATION WITH GENERAL CONTRACTOR. PVC SLEEVES ARE ACCEPTABLE FOR USE IN AREAS WITHOUT RETURN NR PLENUMS. ABOVE GROUND EXTERIOR WALL PENETRATION DETAIL NO SCALE FLEX CONNECTOR TRANSITION FROM FAN DISCHARGE TO DUCT SIZE INDICATED SUPPORT FROM STRUCTURE ABOVE WITH ALL -THREAD RODS AND VIBRATION ISO- LATION. EXHAUST FAN �CEILING AS SCHEDULE ` INTEGRAL GRILLE CEILING MOUNTED CABINET ��� EXHAUST FAN DETAIL L NO SCALE EQUIPMENT CLEARANCE SEE NOTE 2 1" CHAMFER- GRADE11 R O_ R 2 EACH REBAR ALL SIDES ce 10" EQUIPMENT CLEARANCE SEE NOTE 2- I I I I I I I I I I I I I REBAR OR I 1 WIRE MESH--, 4 VARIES 6' SAND FILL I N 066 m METAL BAND OVER INSULATION (TYPICAL) SPIN -IN CONNECTION EXTERNALLY INSULATED WITH VOLUME DAMPER AND DAMPER LOCK WITH EXTENSION PRE -INSULATED FLEXIBLE DUCT AS REQUIRED, INSTALL PERMANENTLY SEALED AND SUPPORTED TO PREVENT KINKING AND SHARP TURNS METAL BAND (TYPICAL) CEILING DIFFUSER AS SCHEDULED NOTES: EXTEND HARD METAL DUCT SO THAT MAXIMUM FLEXIBLE DUCT LENGTH DOES NOT EXCEED 5-0". PROVIDE RIGID 90' ELBOW WHERE REQUIRED TO KEEP FLEXIBLE DUCT WITHIN 5-0" LENGTH LIMITATION. LAY -IN TYPE DINOCEILING DIFFUSER DETAIL SCALE WALL FLOOR 1/2" ASPHALT TYPE EXPANSION JOINT FILLER NOTES: 1. SLOPE SLAB A MINIMUM OF 1/2"/FOOT BACK TO FRONT OR CENTER TO EDGE FOR DRAINAGE. 2. MINIMUM CLEARANCE AROUND EQUIPMENT, ALL SIDES, PER MANUFACTURER. 3. DIMENSIONS SHOWN ARE MINIMUM ACCEPTABLE; REVISE AS REQUIRED FOR EQUIPMENT BEING PROVIDED. 4. WHERE WALL DOES NOT EXIST, INSTALL EQUIPMENT IN CENTER OF PAD AND ENCLOSE AS SHOWN ON ARCHITECTURAL DRAWINGS. EXTERIOR EQUIPMENT PAD DETAIL NO SCALE REFRIGERANT LIQUID LINE PROVIDE 4" SECTION OF INSULATION AT BLOCKING BASE FOR LIQUID UNE INSULATED REFRIGERANT SUCTION UNE GALVANIZED PIPE CLAMP (TYP.) PIPE SADDLE (TYP.) 4"0"02" LONG MIN. TREATED WOOD BLOCK w -n V4 .i • d ^ . A A• • .Q „ A NOTE: PROVIDE SUPPORTS AT 3'-0" ON CENTERS AND WITHIN 1'-0" OF ALL CHANGES IN PIPE DIRECTION. REFRIGERANT PIPING 9 SUPPORT ON GROUND NO SCALE RELOCATE IF SHOWN IN DIFFERENT LOCATION ON PLANS. INSULATION STUFFED UNDER STANDOFF DAMPER ROD INSIDE BEARING SECURELY ATTACH ROD TO DAMPER BLADE STAINLESS STEEL CLAMP - MINIMUM 26 GAUGE I�`►b��1�1����1�I�1 LONG RADIUS COPPER ELBOW (TYPICAL) LIQUID UNE FILTER DRYER WITH BYPASS-----,-,, VIBRATION ISOLATORS (TYPICAL) I�I�GROUND SHUT-OFF VALVE (TYPICAL) LOOP SUCTION PIPING TO TOP OF DX COIL THERMAL EXPANSION -G� VALVE (TEV) TYPICAL RNR EVAPORATOR COIL UNION (TYPICAL) RffRIGERIWT TRAP - REFRIGERANT SUCTION UNE -REFRIGERANT LIQUID UNE NOTES: 1. SUCTION UNE TRAP TO BE EXTENDED ABOVE EVAPORATOR COIL. 2. CONTRACTOR TO VERIFY PIPE SIZES REQUIRED WITH EQUIPMENT SUPPLIER. 3. PITCH SUCTION LINE TOWARDS CONDENSING UNIT. 4. SIGHT GLASS TO BE FULL UNE SIZE AND INSTALLED IN THE MAIN LIQUID LINE. 5. LOCATE TEV BULB 45' ABOVE BOTTOM OF PIPE. REFRIGERANT PIPING DETAIL WITH ELEVATED REGULATOR DURO DYNE MODEL SRTS 2 OR APPROVED EQUAL STAINLESS STEEL CLAMP CEILING DIFFUSER SEE SCHEDULE FOR MODEL. 3/8"0 ROD WITH 2" INSULATION WITH VINYL NYLON BEARING VAPOR BARRIER U.L. 181 CLASS 1 FLEXIBLE DUCT 1. TYPICAL OF ALL ACCESSIBLE ROUND DUCE CONNECTIONS TO RECTANGULAR DUCT. 10 SPIN -IN CONNECTION NO SCALE COIL ABOVE CU (SINGLE CIRCUIT NO SCALE TEAL AND TAPE OUTER AACKET AT RIGID DUCT AND IIFFUSER NECK INCH LONG DUCT COLLAR TYP. DR ALL CONNECTIONS TO CEILING IFFusERs L -REFER TO ARCHITECTURAL DWGS. FOR CEILING TYPE DUCT SUPPORT DETAIL 7 No SCALE TYPICAL HATER & SUPPORT SPACING DUCTMATE ICL -10 "CLUTCHER" WIRE ROPE HANGER SYSTEM, SPACED 8' O.C. MAXIMUM FOR SPRIRAL PIPE INTALLED IN 10' LENGTHS LOW -RIB SPIRAL DUCT, MINIMUM 26GA EQUIVALENT, GAUGE PER SMACNA CONSTRUCTION STANDARDS RIGID D❑CT INSTALLATION 116" (295 ni 'i 116" (295 cm) .57 21.6 m) 6 ----------------------------------------------- ------------------------________------------- ---- ___ ..__�_._--__-_ __ _-_____-------------- 4.1 3 "I0 010 Angle the burner suspension 1. Burner A ernbl chain back over the burner t ��. Flange Adapter ollov%.� system expansion 3. Flanged Tine 4. Swaged Tube 5. Vent termination :optional; wall or roof) _ . End Plate Hedger �. Webbed Herber Thedistance be .�'een the 3. Hanging Chain tube fledge and fete of 9. Focus Shield Reflector the plate hanger must be 10. Reflector Stabilizer 4.5" (11.4 crr 11 HEATER DETAIL NO SCALE ND JOIST OR OTHER SUPPORT 3A MINIMUM STRAP, 1" WIDE, 6' KIMUM HORIZONTAL SPACING AT TOP OF DUCT P UNDER DUCT 1" WITH 18 ``�� P�boct ryssO 10 15, CJJ4 tA��`a'n D`�`4 9 � �AIVAV � T AV •. 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com po REGIS )%' voa***Goo" �' moo: CARR 9 ROY CA u • ° NUMBER * 4 �., 32485 di � i�+til r••d9o�1� LLll. 04A1. ' 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: 1 MECHANICAL DETAILS Drawing No. Engineering Inc. M_3 � � 796 Merus Court T 636.349.1600 ■ St. Louis, MO 63026 F 636349.1730 gRH-1-2020 15A: Heating, Ventilating, and Air Conditioning: 15A 1-8 SUBSTITUTIONS 15A 1-17 CONCRETE BASES 15A 1-29 VIBRATION ISOLATION 15A 2-3 FLEXIBLE DUCT 15A 3-23 SYSTEM EVACUATION AND CHARGING THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS PROVIDE CONCRETE BASES FOR EQUIPMENT WHERE INDICATED ON THE DRAWINGS MANUFACTURERS: PROVIDE VIBRATION ISOLATION EQUIPMENT AND MATERIALS BY A LOW PRESS RE (DUCT PRESSURE CLAS§ UP TQ AND INCLUDING 2" W.G.) AND MEDIUM BLOW OUT REFRIGERATION LINES WITH DRY NITROGEN AT A SUITABLE PRESSURE 15A 1 GENERAL INSTRUCTIONS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION AND AS SPECIFIED HEREIN. CONCR BASES SHALL HAVE CHAMFERED EDGES. SIZE SINGLE MANUFACTURER. APPROVED MANUFACTURERS PROVIDED THEIR SYSTEMS PRESSURE DUCT PRESSURE CLASS 2.1 TO 6 W.G.) FLEXIB DUCT SHALL BE BEFORE MAKING FINAL CONNECTION AT THE CONDENSING UNIT OR COIL TO ENSURE WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR OF PAD SHALL BE A MINIMUM OF 4�GREATER THAN THE FOOTPRINT OF THE ARE IN COMPLIANCE WITH THE SPECIFIED DESIGN AND PERFORMANCE FLEXMAS'fER E 8B THERMAFLEX TYPE G -KM OR EQUAL FIRE RETARDANT AGAINST DIRT CALE, OR OTHER FOREIGN MATERIAL BEING IN THE LINES. DRAW A 15A 1 1 GENERAL REQUIREMENTS APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER AT LEAST TEN CALENDAR EQUIPMENT THAT IT IS SUPPORTING AND SHALL HAVE A MINIMUM HEIGHT OF 3-1 /2". REQUIREMENTS INCLUDE AMBER BOOTH KINETICS NOISE CONTROL MASON POLYETHYLENE PRAT CTIVE VAPOR BARRIER U.L.181 CLASS ACOUSTICAL VACUUM TO '�9 OF MERCURY. BREAK THIS VACUUM BY CHARGING DRY REFRIGERANT I C O N Architects REQUIREMENTS UNDER DMSION ONE AND THE GENERAL AND SUPPLEMENTARY DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INDUSTRIES INC. VIBRATION ELIMINATOR CO. INC. AND VIBRATIOR MOUNTING AND INSULATED DU T 2 R-6.0 FIBERGLASS INSULATION. PROVIDE CPE LINER WITH GAS INTO THE SYSTEM RAISING THE PRESSURE TO 0 PSIG. REPEAT THE LATTER TWO INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE CONSTRUCT EQUIPMENT BASES AND HOUSEKEEPING PADS OF A MINIMUM 28 DAY CONTROLS.' STEEL WIRE HELIX ME HANICALLY LOCKED OR PERMANENTLY BONDED TO THE LINER. STEPS FOR A TRIPLE tVACUATION BEFORE THE FINAL EVACUATION IS STARTED. MAKE r '' o r t e �' CONDITIONS OF THESE SPECIFICATIONS SHALL U N PART OF THIS SECTION. SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE 4000 PSI CONCRETE CONFORMING TO AMERICAN CONCR INSTITUTE STANDARD ' FLEXIBLE DUCT RUNS SHALL NOT EXCEED 5 FEET IN LENGTH AND SHALL BE FINAL EVACUATION BY REDUCING T SYSTEM ABSOLUTE PRESSURE TOA MAXIMUM CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO INCLUDING DRAWINGS CUTS PERFORMANCE AND TEST DATA AND OTHER BUILDING CODE FOR REINFORCED CONCRETE ACI 318-99 AND THE LATEST GENERAL REQUIREMENTS: SELECT VIBRATION ISOLATORS BY THE WEIGHT INSTALLED STRAIGHT AS POSSIBLE AVQIDING TIGHT TURNS. INSTALL FLEXIBLE DUCT OF 0.5 MILLIMETERS 500 MICRONS AND ALLOWING THE PUMP TO RUN AT THIS 703 San Ysidro Trail REQUIREMENTS THAT AFFECT THIS DMSION OR SECTION. THE WORK REQUIRED ( W INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH APPLICABLE RECOMMENDATIONS OF THE ACI STANDARD P CTICE MANUAL. DISTRIBUTION TO PRODUCE UNIFORM DEFLECTION. VIBRATION ISOLATORS SHALL IN ACCORDANCE ITH MANUFACTURERS INSTRUCTIONS. AT A MINIMUM INSTALL PRESSURE FOR A MINIMUM OF TWO HOURS. Mansfield Texas 76063 UNDER THIS SECTION INCLUDES MATER"-, EQUIPMENT APPLIANCES CHANGES IN OTHER MATERIALS EQUIPMENT OR OTHER WORK THAT INCORPORATION CONCRETE SHALL BE COMPOSED OF CEMENT CONFORMING TO ASTM C 150 TYPE I HAVE EITHER KNOWN UN -DEFLECTED HEIGHTS OR CALIBRATION MARKINGS SO THAT, TWO WRAPS OF DUCT TAPE AROUND THE INNER CORE CONNECTION AICD A METALLIC TRANSPORTATION SERVICES AND LABOR REQUIRED Td COMPLETE fFiE ENTIRE OF THE SUBSTITUTE WOULD RR UIRE SHALL BE INCLUDED. THE BURDEN OF PROOF AFTER ADJUSTMENT THE STATIC DEFLECTION CAN BE VERIFIED THUS DETERMINING OR NON-METALLIC CLAMP OVER THE TAPE AND TWO WRAPS OF DUCT TAPE OR A Phn: 817.946.7503 SYSTEM AS REQt'11RED BY THE DRAWINGS AND SPECIFICATIONS. Q AGGREGATE CONFORMING TO ASTM C33 AND POTABLE WATER. EXPOSED EXTERI01 REPEAT THE PROPER AMOUNT OF REFRIGERANT CHARGE PER THE MANUFACTURER S OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE CONCRETE SHALL CONTAIN 5 TO 7 PERCENT AIR ENTRAINMENT. THAT THE LOAD IS WITHIN THE PROPER RANGE OF THE ISOE40R. ISOLATORS SHALL CLAMP OVER THE OUTER JACKET. DUCT CLAMPS SHALL BE LABELED IN ACCORDANCE RECOMMENDATIONS. RECORD THE AMOUNT OF REFRIGERANT BY WEIGH CHARGED icon-arch@outlook.com THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY AND ENGINEERS DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED OPERATE IN THE LINEAR PORTION OF THEIR LOAD VERSUS DEFLECTION CURVES. WITH UL -181 B AND MARKED 181 B -C. DUCT TAPE SHALL BE LABELED IN ACCORDANCE INTO THE SYSTEM FOR EACH CIRCUIT RECORDED TO THE NEAREST 114 POUND ON PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED SUBSTITUTION SHALL BE FINAL. UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE STRUCTURAL DRAWINGS SPRING ISOLATORS SHALL HAVE 50 PERCENT EXCESS CAPACITY WITHOUT BECOMING WITH UL 181 B AND MARKED 181 B -FX. TAGS AND ATTACH TAGS TO THE LIQUID LINE NEAR THE CONDENSING UNIT. IN BOTH. IN THE EVENT OF DISCREPANCIES NOTIFY THE ENGINEER AND REQUEST A A A A A A REINFORCE EQUIPMENT BASES AND HOUSEKEEPING PADS WITH NO. 4 REINFORCING COIL BOUND. COAT VIBRATION ISOLATORS WITH FACTORY -APPLIED PAINT. COAT REFRIGERANT SHALL BE SUPPLIED BY THE HVAC CONTRACTOR. CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. THE TERMS APPROVED APPROVED EQUAL AND EQUAL REFER TO APPROVAL BY BARS CONFORMING TO ASTM A 615 OR 6X6 - W2.9 X W2.� WELDED WIRE MESH VIBRATION ISOLATORS EXPOSED TO WEATHER AND OTHER CORROSIVE 15A 2-4 FLUES THE ENGINEER AS AN AOCEPTABLE ALTERNkt BID. NO SUBSTITUTIONS WILL BE CONFORMING TO ASTM A185. PLACE REINFORCING BARS 24 ON CENTER WITH A ENVIRONMENTS WITH FACTORY -APPLIED CORROSION RESISTANCE PROTECTION. 15A 4 TEMPERATURE CONTROLS 15A 1-2 DEFINITIONS CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS MINIMUM OF TWO BARS EACH DIRECTION INSTALL AND ADJUST VIBRATION ISOLATORS IN ACCORDANCE WITH MANUFACTURERS WHERE FLUES ARE INDICATED ON THE DRAWINGS PROVIDE SELKIRK METALBESTOS A SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. WRITTEN INSTRUCTIONS. MODEL QC OR RV OR EQUAL BY METAL -FAB SI�IPSON OR VAN -PACKER TYPE B 15A 4-1 GENERAL REQUIREMENTS FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROVIDE GALVANIZED ANCHOR BOLTS FOR EQUIPMENT PLACED ON CONCRETE DOUBLE WALL GAS VENT FLUES FROM THE VARIOUS ITEMS OF GAS-FIREb EQUIPMENT COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT BASES AND HOUSEKEEPING PADS OR ON CONCRETE SLABS. ANCHOR PIPE CONNECTIONS. FLEXIBLE PIPING CONNECTORS SHALL BE INSTALLED TO UP TO FLUE CAPS ABOVE THE ROOF. SINGLE WALL FLUES ARE UNACCEPTABLE. PROVIDE A SYSTEM OF TEMPERATURE CONTROLS INCLUDING THERMOSTATS PROJECT SITE, IONSI� FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND E UIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS BOLTS SIZE NUMBER AND PLACEMENT SHALL BE AS RECOMMENDED BY THE CONNECT PIPING TO RECIPROCATING OR ROTATING EQUIPMENT. FABRICATE FLUES SHALL BE COMPLETE WITH NECESSARY FITTINGS CONNECTORS, FLASHING CONTROL PANELS TIME SWITCHES OVERRIDE TIMERS DAMPER MOTORS AND SIMILAR OPERATIONS. WQ CONE STORM COLLAR THIMBLE SUPPORTS GUY WIRES AND OTHER ACCESSORIES, ITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR MANUFACTURER OF THE EQUIPMENT. FLEXIBLE PIPING CONNECTORS FROM STAINLESS STEEL BRONZE OR RUBBER RELAYS REQUIRED TO PROVIDE TFIE DESIRED SEQUENCE OF OPERATION. PROVIDE Q� INSTALL: THE TERM "INSTAL " IS USED TO DESCRIBE OPERATIONS AT THE PROJECT ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND MATERIALS AS SUITABLE FOR SYSTEM FLUID. FLEXIBLb PIPING CONNECTORS SHALL AND SHALL BE INSTALUED AS RECOMMENDRD BY THE MANUFACTURER, AND IN INTEGRATED WIRING DIAGRAMS SHOWING INTERCONNECTIONS BETWEEN FIELD SITE INCLUDING THE ACTUAL "UNLOADING UNPACKING ASSEMBLY ERECTION ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED 15A 1-18 STRUCTURAL STEEL BE BELLOWS SPHERICAL OR BRAIDED HOSE TYPE AS RECOMMENDED BY THE CONFORMANCE WITH APPLICABLE CODES. FLASH FLUES WATERTIGHT AT THE ROOF INSTALLED EQUIPMENT AND PACKAGE WIRING FURNISHED WITH THE HVAC � 0 PLACING ANCHORING APPLYING, WORKA TO DIM;NSION, FINISHING, CURINb, BECAUSE OF SUBSTITUTED EQUIPMENT. MANUFACTURER FOR THE APPLICATION. LINE. EQUIPMENT. 0 PROTECT=ING, CLEANING, AND SIMILAR OPERATIONS. 15A 1-9 SHOP DRAWINGS STRUCTURAL STEEL USED FOR SUPPORT OF EQUIPMENT DUCTWORK AND PIPING 15A 2-7 AIR DEVICES _ SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A-36. ISOLATOR TYPES PROVIDE SUPERVISION AND ON JOB CHECKOUT SERVICE AS REQUIRED TO ENSURE � PROVIDE: THE TERM "PROVIDE"" MEANS "TO FURNISH AND INSTALL, COMPLETE AND THAT INSTALLATION MEETS REQUIREMENTS OF THE SPECIFICATION. THE SYSTEM PON BEING AWARDED A CON CT SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX SUPPORT MECHANICAL COMPONENTS FROM THE BUILDING STRUCTURE. DO NOT A. TYPE WP (WAFFLE PADS): PROVIDE 5 16 INCH THICK NEOPRENE PADS RIBBED OR PROVIDE AIR DEVICES AS SCHEDULED ON DRAWINGS, MANUFACTURED BY CARNES SHALL BE GUARANTEED FOR A PERI D OF ONE YEAR FOLLOWING THE ACCEPTANCE � C�.� READY FOR THE INTENDED USE. 6) COPIES OF MANUFACTURERS SHOP DRAWINGS FOR EQUIPMENT TO BE SUPPORT MECHANICAL COMPONENTS FROM CEILINGS OTHER MECHANICAL OR WAFFLED ON BOTH SIDES. MANUFACTURE PADS WITH BRIDGE BEARING QUALITY E.H. PRICE KRUEGER NAILOR INDUSTRIES OR TITUS. SELECT AIR DEVICES TO LIMIT OF THE SYSTEM BY THE ARCHITECT ENGINEER. CORRECT DEFECTS OCCURRING 4i FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE FURNISHED BY URNISHED UNDER THIS CONTRACT ITEMS REQUIRING COORDINATION BETWEEN ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS. NEOPRENE AND SELECT FOR A MAXIMUM DUROMETER OF 50 AND DESIGNED FOR 15 ROOM NOISE LEVEL 1'0 NO HIGHER THAN NC -30 UNLESS OTHERWISE SHOWN. DURING THIS PERIOD AT NO ADDITI NAL COST TO THE OWNER. n THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND CONNECTED UNDER THE CONTRACTORS AND SHEET METAL DUCTWORK FABRICATION DRAWINGS. BEFORE PERCENT STRAIN. INCORPORATE STEEL LOAD -SPREADING PLATES WHERE REQUIRED PROVIDE DEVICES WITH A SOFT PLASTIC GASKET TO MAKE AN AIRTIGHT SEAL Q REQUIREMENTS OF THIS DIVISION, SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS VERIFY THAT EQUIPMENT 15A 1-20 PENETRATIONS BETWEEN THE EQUIPMENT AND THE NEOPRENE PAD. IF THE ISOLATOR IS BOLTED TO AGAINST THE MOUNTING SURFACE. COORDINATE FINAL LOCATION FRAME AND 15A 4-2 EQUIPMENT COMPLETE AND READY FOR OPERATION Q INCLUDING ITEMS INCIDENTAL TO THE WORK INCLUDING SERVICES NECEStARY FOR SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND E STRUCTURE INST A NEOPRENE VIBRATION ISOLATION WASHER AND SLEEVE MOUNTING TYPE OF AIR DEVICES WITH ARCHITECTURAL REFLECTEb CEILING PLANS. . � 4i PROPER INSTALLATION AND OPERATION. THS INSTALLATION SHALL BE INCLUDED WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. SEAL MECHANICAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATERTIGHT UNIROYAL TYPE' 620 660 OR AS APPROVED) SHALL BE INSTALLED UNDER THE BOLT MANUFACTURERS AND MODEL NUMBERS ARE LISTED FOR REFERENCE AS TO QUALITY O AND WEATHERTIGHT. EAL AROUND MECHANICAL PENETRATIONS WITH 3M CP -25 EAD BETWEEN THE EL WASHER AND THE BASE PLATE. PROVIDE MASON SUBMIT COMPLETE SHOP DRAWINGS INCLUDING INFORMATION ON NOISE LEVEL AND FEATURES REQUIRED FOR THE CONTROL DEVICES. PROVIDE CONTROL DEVICES � UNDER THE GUARANTEE REQUIRED BY THIS DMSION. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS FIRE BARRIER AULK THICKNESS AS REQUIRED AND RECOMMENDED BY INDUSTRIES TYPE W OR EQUAL. PRESSURE DROP THROW CFM FOR EACH AIR DEVICE STYLES BORDERS ETO. BY BARBER-COLMAN HONEYWELL JOHNSON CONTROLS TRANE OR WHITE RODGERS W " A WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN MANUFACTURER TO M INTAIN FIRE RESISTANCE RATING OF FIRE -RATED CLEARLY MARKED WITH SPECIFIED E UIPMENT NUMBER. SUBMIT SAMPLES OF EACH WITH QUALITY AND FEATURES AS 'INDICATED. ; O ENGINEER. HERE REFERENCED IN THIS DMSION ENGINEER IS THE ENGINEER OF B. TYPE SPNH SPRING AND NEOPRENE HANGERS : PROVIDE A STEEL SPRING IN SERIES AIR DEVICE AS RE UESTED BY THE ENGINEER. RECORD AND THE DESIGN PROFESSIONAL FOR TIDE WORK UNDER THIS DMSION AND DIMENSIONS DETAILS SIZE OF MEMBERS QUANTITIES, OMISSIONS R COMPONENTS ASSEMBLIES. WITH A NEOPRENE ISOLATING ELEMENT. THE SPRING SHALL HAVE A MINIMUM Q O • U IS A CONSULTANT TO AND AN UTHORIZED REPRESENTATIVE OF, THE ARCHITECY AS OR FITTINGS• COORDINATION OF ELECTRIG�AL REQUIREMENTS• OR FOR SEVEN DAY PROGRAMMABLE OCCUPIED UNOCCUPIED THERMOSTATS FOR MULTIPLE COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. 'PROCEED WITH THE 15A 1-21 AIR FILTERS ADDITIONAL TRAVEL TO SOLID EQUAL TO 50 PERCENT OF THE SPECIFIED DEFLECTION. 15A 2-10 LOUVERS. PLENUMS. SCREENS STAGES OF HEATING AND COOLING S BE HONEYWE SERIES T7350 OR EQUAL DEFINED IN THE GENERAL AND OR SUPPLEMENTARY CONDITIONS. WHEN USED IN PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEMNG THE NEOPRENE ELEMENT SHALL HAVE A STATIC DEFLECTION OF NOT LESS THAN 0.3 THIS DIVISION, IT MEANS INCR ED INVOLVEMENT BY AND OBLIGATIONS TO, THE W W WITH INTEGRAL SUBBASE. INSTALL THERMOSTATS AT 48� AFF TO MEET ADA w APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. PROVIDE FARR 30 30 PLEATED THROWAWAY TYPE FILTERS UNLESS OTHERWISE INCHES ITH A STRAIN NOT EXCEEDING 15 PERCENT. UNLESS OTHER ISE PROVIDE INTAKE AIR LOUVER BY RUSKIN MODEL ELF375X OR EQUAL GREENHECK REQUIREMENTS UNLESS OTHERWISE NOTED ON THE PLANS. ARCHITEST�N ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS T0, THE INDICATED. AIR UNIT SHALL HAVE NEW FILTERS INSTALLED WHEN IT IS OPERATED SPECIFIED, THE STATIC DEFLECTION OF SPNH HANGERS SHALL BE 2 INCHES. SPRING AMERICAN WARMING & VENTILATING, CESCO INDUSTRIAL LOUVERS OR LOUVERS &' CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A BEFORE FINAL ACCEPTANCE. FILTERS SHALL BE MANUFACTURED BY AMERICAN AIR DIAMETER AND HANGER BOX HOLE SIZE SHALL BE LARGE ENOUGH TO PERMIT THE DAMPERS AS SCHEDULED ON THE DRAWINGS. COORDINATE EXACT SIZE AND PROVIDE DAMPER OPERATOR FOR EACH AUTOMATIC DAMPER WITH SUFFICIENT 4 he 3 -RING BINDER. EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED AND FILTER, FARR, FLANDERS, OR APPROVED EQUAL. HANGER ROD TO SWING THROUGH A 30 DEGREE ARC. PROVIDE NEOPRENE SLEEVE LOCATION WITH ARCHITECTURAL DRAWINGS. LOUVER SHALL BE STATIONARY WITH CAPACITY TO OPERATE THE DAMPER UNDER ALL CONDITIONS AND TO GUARANTEE AHJ: THE LOCAL CODE AND�OR INSPECTION AGENCY (AUTHORITY) HAVING WHERE THE LOWER HANGER ROD PASSES THROUGH THE STEEL HANGER BOX SUCH MILL FINISH. LOUVER SHALL HAVE EXTRUDED ALUMI UM BLADES 0.080 WALL JURISDICTION OVER THE WORK. ACCESSORIES INDICATED. LABEL THE CATALOG DATA WITH THE EQUIPMENT � � TIGHT CLOSE -OFF OF DAMPERS AGAINST SYSTEM PRESSURE ENCOUNTERED. EACH O � .� IDENTIFICATION ACRONYM OR NUMBER AS USED ON THE DRAWINGS AND INCLUDE IF HVAC EQUIPMENT IS USED DURING THE CONSTRUCTION PERIOD CONTRACTOR THAT THE HANGER ROD CANNOT CONTACT THE STEEL HANGER. THE DIAMETRR OF THICKNESS, 45 DEGREE BLAQE ANGLE BLADES ON 5 CENTERS, FRAME SHALL BE OPERATOR SHALL BE PROVIDED WITH SPRING RETURN FOR NORMALLY CLOSED OR " " " " " " PERFORMANCE CURVES CAPACmES SIZES MATERIALS FINISHES WIRING SHALL PROVIDE ONE SET OF FILTERS WHEN THE UNIT IS STARTED AND REPLACE THE CLEAR HOLE IN THE HANGER BOX SHALL BE AT LEAST 3/4 INCH LARGER THAN THE EXTRUDED ALUMINUM 0.080 WALL TI�ICKNESS• WITH EXPANDED FLATTENED NORMALLY OPEN POSITION FOR FAIL SAFE OPERATION TO ACCOUNT FOR FIRE LOW �■1 THE TERMS APPROVED EQUAL F UNALENT , OR EQUAL ARE USED DIAGRAMS AND DEVIATI6NS FROM SPECIFIEb EQUIPMERT OR MATERIALS. MARK OUT W DIAMETER OF THE HANGER ROD. WHEN INSTALLED DO NOT COCK THE SPRING ALUMINUM BIRDSCREbN. PROVIDE LOUVER WITH A MINIM�IM FREE AREA OF 45 TEMPERATURES OR POWER INTERRUPTION AS RE UIRED BY THE SE UENCE dF SYNONYMOUSLY AND SHALL MEOW ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER FILTERS HEN NEEDED BUT NOT LESS THAN EVERY MONTH. ON THE DAY OF Q Q C.� Q� SY ONYMOUSL TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM INAPPLICABLE ITEMS. SHOP DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE SUBSTANTIAL COMPLETIbN THE CONTRACTOR SHALL CLEAN THE UNIT AND PROVIDE ELEMENT AND DO NOT ALLOW THE HANGER BOX Tb ROTATE THROUGH A FULL 360 PERCENT, WITH A MAXIMUM AIR PRESSURE DROP OF 0.1 AT SCHEDULED AIRFLOW. OPERATION. DAMPER OPERATORS SHALL BE MANUFACTURED BY BELIMO JOHNSON APPROVED SHALL M N LABELED U D, ABOVE MENTIONED REQUIREMENTS ARE NOT MET. ANEW SET OF FILTERS IN THE UNIT. DEGREE ARC WITHOUT ENCOUNTERING OBSTRUCTIONS. PROVIDE MASON CONTROLS OR APPROVED EQUAL. • $" 1 4J OR BOTH BY A NATIONALLY RECOGNIZED INDUSTRIES TYPE 3ON OR EQUAL. CONSTRUCT PLENUM WITH GALVANIZED STEEL FRAMING MEMBERS AND GALVANIZED TESTING LABORATORY (E.G. UL, ETC, C�, AND ACCEPTABLE TO THE AHJ OVER THIS 15A 1-10 ELECTRONIC DRAWING FILES SHEETMETAL BRACED WITH GALVANIZED ANGLES. GAUGES AND BRACING SHALL 4) PROJECT. 15A 1-22 MOTORS AND STARTERS 15A 1-30 PIPE AND VALVE MARKERS DIVISION 16 SHALL PROVIDE DUCT TYPE MOKE DETECTORS WITH UL LISTING SOR � (� � CONFORM Tb SMACNA RECOMMENDATIONS FOR DUCTWORK OF LIKE SIZES. WHERE HEAT DETECTORS IF PERMITTED BY CODE FOR EACH UNIT TO SHUT DOWN SUPPLY 15A 1-3 PREBID SITE VISIT IN PREPARATION OF SHOP DRAWINGS CONTRACTOR MAY AT HIS OPTION, OBTAIN PROVIDE MOTORS AND STARTING EQUIPMENT WHERE NOT FURNISHED WITH THE PROVIDE MANUFACTURER'S STANDARD PRE-PRINTED SEMI-RIGID SNAP-ON OR ACCESS DOORS ARE SHOWN PROVIDE HINGED DOORS WITH #202 VENTLOK LATCH. FAN UPON ACTIVATION. PROVIDE REMO VISUAL AND AUDIBLE ALARM DEVICE IN AN T� ELECTRONIC DRAWING FILES IN AUTOOAD OR DXF FORMAT ON 3.5 INCH FLOPPY DISK EQUIPMENT PACKAGE. MOTORS SHALL HAVE COPPER WINDINGS CLASS B MAKE WATERTIGHT CONNECTIONS TO LOUVER SLOPING BOTTOM OF PLENUM TO APPROVED LOCATION IF SMOK DETECTORS ARE NOT CONNE TED TO A FIRE ALARM V 1 �Q PERMANENT ADHESIVE PRESSURE -SENSITIVE VINYL PIPE MARKERS. COLOR CODE DRAIN WATER TO WEEPHOLES IN BOTTOM OR LOUVER. �' Q' PRIOR TO SUBMITTING BID VISIT THE SITE OF THE PROPOSED WORK AND BECOME 100 MB ZIP DISK OR C -ROM DISK, AS DESIRED FROM THE ENGINEER F0 A SHIPPING INSULATION AND STANDARD SQUIRREL CAGE WITH STARTING TOQUE PIPE MARKERS TO COMPLY WITH ANSI A13.1. PANEL AND LABEL DEVICE AS AIR DUCT DETECTOR TROUBLE . FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. AND HANDLING FEE OF 200 FOR A DRAWING SY UP TO 12 SHEETS AND 15 PER CHARACTERISTICS SUITABLE FOR THE EQUIPMENT SERVED. MOTORS FOR AIR PROVIDE BIRDSCREENS AND OR INSECT SCREEN ON LO R DUCTS HOODS FANS •0 FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO SHEET FOR EACH ADDITI NAL SHEET. CONTRACTOR SHALL CONTACT THE HANDLING EQUIPMENT SHALL BE SELECTED FOR QUIET OPERATION. EACH MOTOR 15A 5 SEQUENCE OF OPERATION ARCHITECT FOR WRITTEN AUTHORIZATION AND ENGINEER FOR THE NECESSARY SHALL BE CHECKED FOR PROPER ROTATION AFTER ELECTRICAL CONNECTION HAS INSTALL PIPE MARKERS ON EACH HVAC PIPING SYSTEM AND INCLUDE ARROWS TO AND OPENINGS TO THE OU OORS AS CVEDULED AND OR NOTED bN THE �1 REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT RELEASE AGREEMENT FORM AND TO SPECIFY SNIPPING METHOD AND DRAWING BEEN COMPLETED. PROVIDE DRIPPROOF ENCLOSURE FOR LOCATIONS PROTECTED SHOW NORMAL DIRECTION OF FLOW. DRAWINGS. BIRDSCREENS SHALL BE 1/2 MESH INSE SCREENS SHALL BE 15A 5-1 AIR HANDLING UNIT CONTROL a FORMAT. IN ADDITION TO PAYMENT ARCHITECTS WRITTEN AUTHORIZATION AND FROM WEATHER AND NOT IN AIR STREAM OF FAN• AND TOTALLY ENCLOSED FAN 15A 2 INSULATION AND SHEET METAL WORK ALUMINUM MESH. 15A 1-4 MATERIAL AND WORKMANSHIP ENGINEER'S RELEASE AGREEMENT FbRM MUST BE RECEIVED BEFORE ELECTRONIC COOLED ENCLOSURE FOR MOTORS EXPOSED TO �IEATHER. MOTORS SHALL BE 15A 2-13 EXHAUST AIR SYSTEMS DURING OCCUPIED HOURS OPERATE AIR HANDLING UNIT SUPPLY FAN CONTINUOUSLY AND DRAWING FILES WILL BE SENT. MANUFACTURED BY CENTURY, GENERAL ELECTRIC, WESTINGHOUSE, LOUIS ALLIS, OR OPEN OUTDOOR AIR DAMN R TO MINIMUM POSITION TO MAINTAIN MINIMUM PROVIDE NEW MATERIA EQUIPMENT, 15A 2-1 DUCT INSULATION AND APPARATUS UNDER THIS CONTRACT APPROVED EQUAL. VENTILATION CYCLE STAGES OF DX COOLING AND HEATING TO MAINTAIN 15A 1-11 OPERATION AND MAINTENANCE INSTRUCTIONS PROVIDE CEILING MOUNTED EXHAUST FANS AS SCHEDULED ON THE DRAWINGS OR ROOM THERMOSTAT SET P I 75 DEGREES FAHRENHEIT COOLING, 70 DEGREES UNLESS OTHERWISE ST�TED HEREIN OF BEST QUALITY NORMALLY USED FOR THE PROVIDE DUCT I R IN RECTANG LAR SUPPLY AND RETURN AIR DUCTWORK. LINER EQUAL COOK GREENHECK CARNES TWIN CITY FANS ACME OR PENNBARRY ( U PURPOSE IN GOOD COMMERCIAL PRACTICE AND FREE FROM DEFECTS. MODEL PROVIDE EVERY MOTOR EXCEPT FRACTIQNAL HORSEPOWER SINGLE PHASE MOTORS SHALL E 1-1 2 INIMUM R-8.0 THICK, „3 POUND DENSITY FIBERGLASS, CERTAINTEED FAHRENHEIT HEATING). DUCT MOUNTED SMOKE DETECTORS SHALL BE PROVIDED AND DURING THE COURSE OF CONSTRUCTION COLLECT AND COMPILE A COMPLETE WITH AN APPROVED TYKE OF BUILT-IN THERMAL OVERLOAD PROTECTION WITH A � COMPLETE WITH ISOLATED BLOWER UNIT AND CEILING GRILLE. PROVIDE NUMBERS LISTED IN THE SPECIFICATIONS bR SHOWN ON THE DRAWINGS ARE NOT CORP. OUGH OR OWENS- ORNING AEROFLEX DUCT LINER. LINER SURFACE DISCONNECT SWITCH BACKDRAFT DAMPER DISCHARGE DUCT ROOF GOOSENECK, AND SHALL SHUTDOWN THE UNIT UPON ALARM. NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN BROCHURE OF EQUIPMENT FURNISHED AND INSTALLED ON THIS, PROJECT. INCLUDE MOTOR STARTER. EACH STARTER SHALL BE PROVIDED WITH OVERLOAD HEATERS SHALL SERVE AS A BARRIER AGAINST INFILTRATION OF DUST AND DIRT SHALL MEET AND NEOPRENE VIBRATION ISOLATORS WITH ALL -THREAD HANGING RODS. DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. OPERATIONAL AND MAINTENANCE INSTRUCTIONS MANUFACTURERS CATALOG SIZED TO THE MOTOR RATING, AND EVERY THREE PHASE MOTOR STARTER SHALL A� C 1338 FOR FUNGI RESISTANCE AND SHALL BE CLEANABLE USING DUCT DURING UNOCCUPIED HOURS, CYCLE THE AIR HANDLING UNIT SUPPLY FAN AND COOLING SHEETS WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS AND HAVE OVERLOAD HEATERS IN EACH PHASE. AMBIENT COMPENSATED HEATERS SHALL CLEANING METHODS AND EQUIP ENT OUTLINED BY NORTH AMERICAN INSULATION 15A 3 HVAC EQUIPMENT OR HEATING SYSTEM TO MAINTAIN UNOCCUPIED SETBACK TEMPERATURE SET PIPE PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN INCLUDE AN LITERATURE R FURNISHED LI THE EQUIPMENT MANUFAG�T E O BE INSTALLED WHEREVER NECESSARY. UNLESS NOTED OTHERWISE MOTOR MANUFACTURERS ASSOCIATION NAIMA) DUCT CLEANING GUIDE. INSTALL WITH, LINER POINTS. OUTDOOR AIR DAMPER SHALL BE CLOSED DURING UNOCCUPIED HOURS. W PLANTS LOCATED IN THE UNITED STATES. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE OWNER, STARTERS SHALL BE FURNISHED BY THE DMSION 15 CONTRACTOk FOR ADHESIVE AND MECHANICAL F FIVERS IN ACCORDANCE WITH MANUFACTURER S ARCHITECT CONSULTING ENGINEER, GENERAL CONTRACTOR, SUB-CONTRkIbR, INSTALLATION AND CONNECTION BY THE DIVISION 16 CONTRACTOR. STARTERS SHALL 15A 3-4 CONDENSING UNITS 1`1.5-5 TONSI 1.y WORK PERFOR ED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND AND AN INDEX OF CONTENTS. BE ALLEN -BRADLEY CLARK FURNAS SQUARED OR APPROVED EQUAL. INSTRUCTIONS AND RECOMMENDATIONS. DUCTWORK SIZES SHOWN ON DRAWINGS 15A5-2 RESTROOM EXHAUST FAN CONTROL 4 ARE INSIDE CLEAR DIMENSIONS. INCREASE SHEET METAL BY LINER THICKNESS IN PROVIDE SPLIT SYSTEM AIR COOLED CONDENSING UNITS AS SCHEDULED ON THE "WORKMANLIKE APPEARANCE WHEN COMPLETED TO THE SATISFACTION OF THE BOTH DIRECTIONS WHERE LINER IS INSTALLED. DRAWINGS MANUFACTURED BY TRANE. EXHAUST FANS EF -1 AND EF -2 SHALL BE INTERLOCKED WITH LIGHT SWITCH. FAN ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY SUBMIT THREE COPIES OF LITERATURE BOUND IN APPROVED BINDERS WITH INDEX 15A 1-23 ELECTRICAL WIRING SHALL BE ENERGIZED WHEN LIGHT IS ON AND DE -ENERGIZED WHEN LIGHT IS OFF. EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND TABS SEPARATING EQUIPMENT TYPES TO THE ARCHITECT AT THE TERMINATION COMP L' WITH FACTORY INSTALLED HERMETIC OR SEMI -HERMETIC OF THE WORK. PAPER CUPS STAPLES RUBBER BANDS AND MAILING ENVELOPES LINE VOLTAGE WIRING SHALL BE PROVIDED BY DMSION 16. LINE VOLTAGE CONTROL COVER CONCEALED RIGID ROUND AND RECTANGULAR SUPPLY AND RETURN AIR MOTOR%�COMPRESSOR ASSEMBLY WITH INTERNAL SPRING VIBRATION ISOLATION O AND LAWS. DUCTWORK, ROUND OUTSIDE AIR DUCTWORK AND ROUND AND RECTANGULAR BUILT-IN THERMAL OVERLOAD PROTECTION AND CRANKCASE HEATER• TOP 15"5-3 GARAGE EXHAUST FAN CONTROL 1 4 • ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPRbVAL OF MECHANICAL AND INTERLOCK WIRING FOR MECHANICAL SYSTEMS SHALL ALSO BE PROVIDED BY EXHAUST AND R U F AIR DUCTWORK WITHIN 10 FEET OF EXTERIOR DISCHARGE THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH SYSTEMS INSTALLED UNDER THIS CONTRACT WILL BE WITHHELD UNTIL THIS DMSION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY _ DISCHARGE CONDENSER FAN AND MOTOR LOW AMBIENT CONTROLS ROR OPERATION EXHAUST FAN EF -3 SHALL BE INTERLOCKED WITH WALL SWITCH AND O EQUIPMENT BROCHURE IS RECEIVED AND DEEMED COMPLETE BY THE ARCHITECT THE DMSION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 OUTLETS WITH 2 M NIMUM R 8.0 THICK DUCT WRAP TY FOIL -SC OR EQUAL TO 25'F ANTI -SHORT CYCLE TIMERS• TIME DELAY RELAYS; FACTORY i RESPECT TO EFFICIENCY CAPACITY NOISE LEVEL ETC. ABNORMAL NOISE CAUSED OWENS-CORNING 4 POUND D,�NSITY, WITH HEAVY-DUTY FOIL -SCRIM -KRAFT FACING, INSTALLED LIQUID LINE DRIER AND LOW PRESSURE SWITCH• FULL REFRIGERANT MOTORIZED OUTSIDE AIR DAMPER AND FAN SHALL BE ENERGIZED WHEN WALL BY RATTLING EQUIPMENT', PIPING bUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING AND ENGINEER. INSTRUCT WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH AND WITH JOINTS T ED WITH 3 WIDE FOIL TAPE. HOLDING CHARGE• AND WEATHERTIGHT HOUSING CONSTRUCTED OF ZINC COATED SWITCH IS ON AND DE -ENERGIZED WHEN WALL SWITCH IS OFF. COMPONENTS WILL NOT BE ACCbPTABLE. IN GENERAL MATERIALS AND EQUIPMENT WITH THE EQUIPMENT ITSELF, FOR INCLUSION IN THIS BROCHURE. THE DMSIO 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL HEAVY GAUGE G�►LVANIZED STEEL WITH WEATHER -RESISTANT BAKED ENAMEL FlI�ISH O SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND A A EQUIPMENT N(FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. INSULATING MATERIALS ADHESIVES COATINGS ETC. SHALL NOT EXCEED FLAME AND FACTORY' INSTALLED CONDENSER COIL GUARDS. UNIT SHALL CARRY A FIVE �; RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. PROVIDE AS -BUILT DRAWINGS (SEE DMSION 1 AND GENERAL CONDITIONS). SPREAD RATING OF 2S AND SMOVE DEVELOPtD RATING OF 50 PER ASTM E 84. YEAR GUARANTEE A THE COMPRESSOR AND REFRIGERANT CIRCUIT A D A ONE 15A5-4 GARAGE OSCILLATING SUPPLY FAN CONTROL 15A 1-12 TRAINING 15A 1-24 REFRIGERANT AND OIL CONTAINERS FOR MASTICS AND ADHESIVES SHALL HAVE U.L. LABEL. YEAR GUARANTEE ON THE REMAINING COMPONENTS. PROVIDE 3-1'/2� THICK SUPPLY FANS SF -1 THROUGH SF -4 SHALL BE INTERLOCKED WITH WALL SWITCH AND �� REMOVE FROM THE PREMISES WASTE MATERIAL PRESE T AS A RESULT OF WORK, CONCRETE SLAB FOR CONDENSING UNIT LOCATED ON GRADE. SHALL BE ENERGIZED WHEN WALL SWITCH IS ON AND DE -ENERGIZED WHEN WALL • INCLUDING CARTONS CRATING PAPER STICKERS AND OR EXCAVATION MATERIAL PROVIDE FULL REFRIGERANT AND OIL CHARGE IN NEW AIR CONDITIONING 15A 2-2 DUCTWORK NOT USED IN BACK�ILUNG, ffC. bLEAN EQUIPME INSTALLED UNDER THIS AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR REFRIGERATION SYSTEMS AND MAINTAIN IT FOR FULL TERM OF THE GUARANTEE. SWITCH IS OFF. CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF PROVIDE THE SERVICES OF A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE PROVIDE GALVANIZED STEEL DUCTWORK AND HOUSINGS AS SHOWN ON DRAWINGS. 15A 3-6 AIR HANDLING UNITS WITH GAS HEAT LAND DX COIL. 1.5-5 TONS] •� THE WORK. TO TRAIN OWNERS DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE 15A 1-25 FINAL TESTING AND ADJUSTMENTS CONSTRUCT DUCTWORK INCLUDING FITTINGS AND TRANSITIONS IN CONFORMANCE 15A5-5 GARAGE RADIANT HEATING � OF THE EQUIPMENT PROVIDED FOR THIS PROJECT. PROVIDE SPLIT SYSTEM, AIR HANDLING UNITS AS SCHEDULED ON THE DRAWINGS WITH CURRENT SMACNA STANDARDS RELATIVE TO GAUGE BRACING JOINTS ETC. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF FINAL SYSTEM TESTING BALANCING AND ADJUSTMENTS SHALL BE PERFORMED BY A MINIMUM THICKNESS OF DUCT SHAL BE 26 -GAG SHEET METAL REINRORC MANUFACTURED BY TRANE. CONFIGURATION COMPLETE WITH ZINC COATED, HEAV1� RADIANT HEATERS RH-1 THROUGH RH-4 SHALL ENERGIZE TO MAINTAIN PROVIDE TRAI ING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE ONT CTOR CERTIFIED BY THE NATIONAL E RO MENTAL BALANCING BUREAU . A GAUGE GALVANIZED STEEL CABINET WITH WEATHER -RESISTANT BAKED ENAMEL FINISH; THERMOSTAT SET POINT AND SHALL DE -ENERGIZE WHEN SPACE SET POINT WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES HOUSINGS AND DUCTWORK OVER 30 WITH 1-1 4 ANGLES NOT LESS THAN 5 -6 ON AND REGULATIONS HAVING JURISDICTION. SYSTEM AND OR EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; NEBB ASSOCIATED AIR BALANCE COUNCIL AABCJ OR OTHER APPROVED AGENCY. CENTERS, AND CLOSER IF REQUIRED FOR SUFFI TENT RIGIDITY TO PREVENT INTERNALLY INSULATED; ACCESS DOORS; DIRECT EXPANSION COOLING COIL SECTION IS REACHED. ST ERTTUPO AND SHUUTTDOWN�TROUBLOESHOOTINGA SERVICING, PREVENTIVE TO ERF M TEST READINGS ON FANS UNITS OILS ETC. AND ADJUST EQUIPMENT TO VIBRATION. SUPPORT HORIZ,ONT,AL RUNS OF DUCT FROM STRAP IRON HANGERS ON DYNAMCALLY 'BALLANCERD CCENNT�RIFUGA N'FANO SEC ON WITH BUILATN-'IN MO ORLTHERMAL 4� 0 REG � 15A 1-5 COORDINATION DELIVER SPECIFIED AMOUNTS OF AIIZ. PRbPARE TESTING AND BALANCING REPORT CENTERS NOT TO EXCEED 8 -0 . DO NOT SUPPORT CEILING GRID CONDUITS PIPES' , MAINTENANCE AND APPRdPRIATE OPERATOR INTERVENTION• AND REVIEW OF DATA LOG SHOWING AIR SUPPLY QUANTITIES AIR ENTERING AND LEAVING TEMPERATURES OVERLOAD PROTECTION• FACTORY INSTALLED AND WIRED CONTROLS AND SINGLE POINT 15"5-6 COMPRESSOR ROOM EXHAUST FAN CONTROL 4°°°`°'°°°°°°,. INCLUDED IN THE OPERATION AND MAINTENANCE MANUALS. AND PRESSURES FAN AND UNIT TESL READINGS MOTOR VOLTAGE AND AMP DRAWS EQUIPMENT, ETC. FROM DUCTWORK. COORDINATE ROUTING OF DUG�TWORK WIT�I ELECTRICAL POWER CONNECTION• MAGNETIC MOTOR STARTERS AND CONTRACTORS AS``` 9 °° COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS ETC. AND SUBMIT SIX COPIES OF THE FINAL CON'IPILATION OF DATA TO THE OTHER CONTRACTORS SUCH THAT PIPING ELECTRICAL CONDUIT, AND ASSOCIATED RE UIRED; AIR FILTER RACK WITH 1" THICK HEP" THROWAWAY FILTERS• PROVIDE GAS EXHAUST FAN, EF -4, SHALL BE INTERLOCKED WITH THERMOSTAT. FAN SHALL BE d «APR L COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME WILL FIT SUPPORTS ARE NOT ROUTED THROUGH i�HE DUCTWORK. THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNERS ARCHITECT FOR EVALUATION AND APPROVAL BEFORE FINAL INSPECTION OF THE FU RACE WITH CODE REQUIRED INTEGRAL SAFETY FEATURES AND CONTROLS. ENERGIZED WHEN ROOM TEMPERATURE IS ABOVE 80' F (ADJUSTABLE) AND y RAY CA REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD DESIGNATED REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER PROJECT. BALANCE AIR SYSTEMS TO WITHIN PLUS OR MINUS 10 PERCENT FOR " PROVIDE HONEYWELL OR EQUAL ELECTRONIC PROGRAMMABLE TYPE THERMOSTAT DE -ENERGIZED WHEN R00 TEMPERATURE IS BELOW 80' F. . 9 NUMBS TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. SHALL INCLUDE DATE TIME ATTENDEES AND SUBJECT OF TRAINING. THE TERMINAL DEVICES AND BRANCH LINES AND PLUS OR MINUS 5 PERCENT FOR MAIN CONSTRUCT SUPPLY DUCTS TO MEET SMACNA POSITIVE PRESSURE OF 2 W.G. SEVEN-DAY MODEL, MANUAL CHANGEOVER, SWITCHING SUBBASE, MULTI -STAGE AS �, CONTRACTOR AND THE OWNERS REPRESENTATIVE SHALL SIGN THE CERTIFICATION DUCTS AND AIR HANDLING EQUIPMENT OF THE AMOUNT OF AIR SHOWN ON THE CONSTRUCT RETURN OUTDOOR AND EXHAUST DUCTWORK UPSTREAM OF FANS TO REQUIRED TO MATCH UNIT COOLING/HEATING STAGING. DMSION 16 CONTRACTOR «o. 32485 a UNLESS OTHERWISE INDICATED THE GENERAL CONTRACTOR WILL PROVIDE CHASES MEET SMACNA NEGATIVE PRESSURE OF 2 W.G. CONSTRUCT EXHAUST DUCTWORK SHALL PROVIDE A UL LISTED DUCT TYPE SMOKE DETECTOR IN SUPPLY AIR AND 15"5-7 COMPRESSOR ROOM ELECTRIC HEATER o,�, q 0`0.00°A° LETTER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED. DRAWINGS. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM DOWNSTREAM OF FANS TO MEET SMACNA POSITIVE PRESSURE OF 2 W.G. E` °, �,� AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE TEMPERATURE IN SPACES. ADJUST EQUIPMENT TO OPERATE AS INTENDED BY THE RETURN AIR DUCTWORK TO SHUT DOWN FAN COIL UNIT UPON DETECTION OF SMOKE. UNIT HEATER UHE-1 SHALL ENERGIZE TO MAINTAIN THERMOSTAT SET ' 'r/ �;� I SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL SCHEDULE OWNER TRAINING WITH AT LEAST 7 DAYS ADVANCE NOTICE. SPECIFICATION. ALIGN BEARINGS AND REPLACE BEARINGS THAT HAVE DIRT OR SEAL DUCTWORK WITH HEAVY LIQUID SEALANT HARDCAST IRONGRIP 601 DESIGN PROVIDE SPRING VIBRATION ISOLATORS AND ALL -THREAD HANGING RODS FOR QNA L CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS ARE REQUIRED. FOREIGN MATERIAL IN THEM WITH NEW BEARINGS WITHOUT ADDITIONAL COST TO POLYMER DP 1010 , UNITED MCGILL D CT SCALER OR APPROVED EQUAL APPLIED HORIZONTAL INSTALLATION. POINT, INT F ADJUSTABLE), AND SHALL DE -ENERGIZE WHEN SPACE KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE 15A 1-13 SPARE PARTS THE OWNER. BALANCE CONTRACTOR SHALL INCLUDE IN THE REPORT ANY ACCORDING TO SEALANT MANUFi�TURER S INSTRUCTIONS. FOR DUCTS WITH SET POINT IS EACHED. CONSTRUCTION OF THE PROJECT AND EXECUTE WORK IN A MANNER AS TO NOT IMPROPERLY INSTALLED OR MISSING BALANCING DEVICES THAT WOULD NEGATIVELY PRESSURE CLASSIFICATION OF 2 W.G. SEAL LONGITUDINAL AND TRANSVERSE 15A 3-14 GAS TUBE RADIANT HEATERS 10-28-2020 INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FURNISH TO OWNER WITH RECEIPT THE FOLLOWING SPARE PARTS FOR THE IMPACT THE SYSTEM OPERATION. DUCTWORK JOINTS AIRTIGHT TO MEETS CNA CLASS B. FOR DUCTS WITH 15A 8 TEST AND BALANCE REPORT EQUIPMENT FURNISFIED FOR THIS PROJECT: PRESSURE CLASSIFICATION LESS THAN 2�W.G. SEAL TRANSVERSE JOINTS AIRTIGHT PROVIDE WHERE INDICATED ON THE DRAWINGS, STANDARD TYPE GAS-FIRED Date FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. A. ONE SET OF SPARE FILTERS OF EACH TYPE REQUIRED FOR EACH UNIT. IN ADDITION ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. ADJUST TO MEET SMACNA CLASS C. TAPES AND MASTICS SHALL BE LISTED AND LABELED IN TUBE RADIANT UNIT HEATERS MANUFACTURED BY SCHWANK. Nd SUBSTITUTIbNS PROVIDE ONE (1) COPY OF TEST AND BALANCE REPORT OT MECHANICAL INSPECTOR CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING AS TO THE SPARE SET OF FILTERS INSTALL NEW FILTERS PRIOR TO TESTING BURNERS PUMPS FANS ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO ACCORDANCE WITH UL 181A. ALLOWED FURNISH WITH tWACITIES NOTED AND COMPLETE WITH SOLID STATE AT TIME OF HEATING FINAL INSPECTION. VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE POR ERRORS ARCHITECt THAT dDJUST�IENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. ADJUSTING, AND BALANCING WOkK AND BEFORE TURNING SYSTEM OVER TO OWNER. SATISFACTORILY. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM DIRECT SPARK IGNITION MAIN AND PILOT SHUTOFF COCKS, ELECTRIC GAS VALVE TEMPERATURE IN SPACES. CALIBRATE SET AND ADJUST AUTOMATIC TEMPERATURE PROVIDE RADIUS ELBOWS TURNS AND OFFSETS WITH A MINIMUM CENTERLINE GAS PRESSURE REGULATOR PRESSURE SWITCH AND WITH 100 PERCENT AUTOMATIC GAS PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING B. FURNISH ONE COMPLETE SET OF BELTS FOR EACH FAN. CONTROLS. CHECK PROPER SEQUENdING bF INTERLOCK SYSTEMS, AND OPERATION RADIUS OF 1-1/2 TIMES' THE DICT WIDTH. WHERE SPACE DOES NOT PERMIT FULL SHUTOFF CONTROL. BURNED SHALL OPERATE ON 120 VOLT, 60 CYCLE SINGLE Revision s WALL OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN tE OF SAFETY CONTROLS. RADIUS ELBOWS PROVIDE SHORT RADIUS ELBOWS WITH A MINIMUM OF TWO PHASE OPERATION. BURNER WILL PROVIDE COMBUSTION AIR FLOW DIRRCTLY TO SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE 0• FURNISH THREE OPERATING KEYS FOR EACH TYPE OF AIR OUTLET AND INLET THAT CONTINUOUS SPLITTER VANES. VANES SHALL BE THE ENTIRE LENGTH OF THE BEND. THE BURNER ASSEMBLY SO THAT ELECTRONIC COMPONENTS ARE ISOLATED FROM THE REQUIRED TRIM. REQUIRE THEM. 15A 1-26 EQUIPMENT FURNISHED BY OTHERS PROVIDE MITERED ELBOWS WHERE SPACE DOES NOT PERMIT RADIUS ELBOWS, THE AIR FLOW. HEATERS SHALL BE CONTROLLED BY THE USE OF A WALL MOUNTED 9/18/20 - Issued for CBA WHERE SHOWN ON THE DRAWINGS OR AT THE OPTION OF THE CONTRACTOR WITH SCHWANK LOW VOLTAGE THERMOSTAT. PROVIDE MANUFACTURER'S RELAY SWITCH AND Plan Review 15A 1-14 WARRANTIES THE ENGINEERS APPROVAL. MITERLD ELBOWS LESS THAN 45 DEGREES SHALL NOT REFER TO MANUFACTUER'S WIRING REQUIREMENTS WHEN MULTIPLE HEATERS SHARE 15A 1-6 ORDINANCES AND CODES PROVIDE NECESSARY E UIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY REQUIRE TURNING VANES. MITERED ELBOWS 45 -DEGREES AND GREATER SHALL HAVE THE EQUIPMENT SUPPLI R OR OWNER TO COMPLETE INSTALLATION OF COOKING ONE THERMOSTAT. 10/28/20 -Issued for Permit WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE SINGLE THICKNESS TURNING VANES OF SAME GAUGE AS DUCTWORK RIGIDLY WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM BE IN TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM EQUIPMENT, WASHING EQUIPMENT C., FURNISHED BY OTHERS IN LOCATIONS AS FASTENED WITH GUIDE STRIPS IN DUCTWORK. VANES FOR MITERED ELBOWS SHALL CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CdDES HAVING DATE OF SUBSTANTIAL COMPLETION UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY INDICATED ON THE DRAWINGS ANb OR DESCRIBED IN THE GENRRAL NOTES TO THIS BE PROVIDED IN ALL SUPPLY AND EXHAUST DUCTWORK AND IN RETURN AND OUTSIDE HANG GAS-FIRED HEATERS USING A 45' MOUNTING ANGLE CEILING SUSPENSION Submittal JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S CONTRACTOR. EQUIPMENT AND A CESSORIES NOT PROVIDED BY THE EQUIPMENT AIR DUCTWORK THAT HAS AN AIR VELOCITY EXCEEDING 1000 FPM. KIT FROM STRUCTURE IN A MANUFACTURER APPROVED MANNER. PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH STANDARD WARRANTY EXCEEDS 2 MONTHS. REMEDY ALL DEFECTS OCCURRING SUPPLIER MAY INCLUDE FLUES VENTS INTAKES ASSOCIATED ROOF JACKS AND CAPS LOCATE EACH HEATER SO THERE WILL BE VERTICAL CLEARANCE OF NOT LESS CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND TO OUTDOORS DAMPERS, IN -UNE FANS ROOF 'FANS CONTROL INTERLOCKS ETC. AS DUCTS SHALL BE CONNECTED TO FANS FAN CASINGS AND FAN PLENUMS BY MEANS THAN 6" FROM TIDE TOP OF THE UNIT TO A COMBUSTIBLE MATERIAL. GARAGE AMENDMENTS D ANDARDS AS SET FORTH BY TH NATIONAL FIRE PROTECTION DMSION 1. REQUIRED FOR PROPER QPERATION OF tHE COMPLETE SYSTEM IN ACCORDANCE OF FLEXIBLE CONNECTORS. FLEXIBLE bONNECTORS SHALL BE NEOPRENE COATED CEILING IS 14 -0 AFF. MOUNT BOTTOM OF UNIT ACCORDINGLY. ASSOCIATION NFP" UNDERWRITER LABORATORIES UL), OCCUPATIONAL SAFETY WITH THE MANUFACTURER S INSTRUCTIONS. GLASS CLOTH CANVAS CONNECTIONS, DURO-DYNE ELGEN, VENTFABRIC OR EQUAL. AND HEALTH MI STRATTON (OSHA AMERICAN SOC ETY OF MECHANICAL WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR FLEXIBLE CONNECTORS SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SMOKE 15A 3-22 REFRIGERANT PIPING AND INSULATION ENGINEERS (ASME AMERI AN SOI OF HEATING REFRIGERATION AND AIR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH -IN DIMENSIONS AND DEVELOPED TING NOT HIGHER THAN 50. MAKE AIRTIGHT JOINTS AND INSTALL WITH OND TONING EN INFERS ?ASHRAE AMERICAN NATIONAL STANDARDS INSTITUTE SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO MINIMUM 1-1/2 SLACK. PROVIDE ASTM B 88, TYPE L OR ASTM B 280 TYPE ACR HARD DRAWN COPPER ANSI , AMERICAN SOCIETY OF TE NG MATERIALS �AS V AND OTHER NATIONAL PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE SERVICE INSTALLATIONS. REFRIGERANT PIPING CLEANED AND SEALED Af THE FACTORY AND SPECIFICALLY AN ARDS AND CODES WHERE APPLICABLE. WHE E CONTRACT DOCUMENTS ENGINEER OR OWNER. PROVIDE BALANCING DAMPERS MANUFACTURED BY RUSKIN GREENHECK NAILOR DESIGNED FOR REFRIGERANT. FITTING SHA E HARD DRAWN AND HAVE LONG EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE 15A 1-28 BUILDING OPERATION INDUSTRIES, CESCO LOUVERS' & DAMPERS POTTORFF OR'APPROVED E UAL, WHERE RADIUS TURNS. SOLDER JOINTS WITH 5SILFOSI` 15 PERCENT SILVER 5 PERCENT CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. AT THE TIME OF SUBSTANTIAL COMPLETION DELIVER TO THE OWNER ALL SHOWN ON DRAWINbS AND WHEREVER NECESSARY FOR COMPLETE CONTROL OF PHOSPHORUS 80 PERCENT COPPER 1300 DEG EES FAHRENHEIT FLOW WARRANTIES IN WRITING AND PROPERLY aECUTED INCLUDING TERM LIMITS FOR COMPLY WITH THE SCHEDULE OF OPERATIONS H OUTLINED IN THE ARCHITECTURAL AIR FLOW. SPLITTER DAMPERS SHALL BE CONTROLLED BY LOCKING QUADRANTS• TEMPERATUR . SOLDER JOINTS WITR A SLOW STREAM OF DRY NITROGEN PASSING PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE WARRANTIES' EXTENDING BEYOND THE ONE YEAR PRRIOD EACH WARRANTY PORTIONS OF THIS SPECIFICATION. BUILDING SHALL BE IN CONTINUOUS OPERATION. PROVIDE YOUNG REGULATOR OR VENTLOK END BEARINGS FOR THE DAMPER ROD: THROUGH TH� PIPING. ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED OBTAIN, INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT ACCOMPLISH WORK REQUIRING INTERRUPTION OF BUILDING OPERATION AT A TIME RECTANGULAR VOLUME DAMPERS SHALL BE OPPOSED BLADE INTERLOCKING TYPE. PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. CdNTRACTOR DATE AND TERM. WHEN THE BUILDING I NOT IN OPERATION AND ONLY WITH WRITTEN APPROVAL OF ROUND VOLUME DAMPERS SHALL BE BUTTERFLY TYPE CONSISTING OF CIRCULAR INSULATE SUCTION LINES WITH 3 4" FOAMED PLASTIC INSULATION ARMAFLEX OR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. BUILDING OWNER AND�OR TENANT. COORDINATE INTERRUPTION OF BUILDING BLADE MOUNTED TO A SHAFT. DAMPER LEAKAGE FOR OUTSIDE AIR D PERS SHALL / OPERATION WITH THE OWNER AND OR TENANT A MINIMUM OF SEVEN DAYS IN EQUAL. PIPING INSULATION SHALL HAVE A FLAME SPREAD OF 29 OR LESS, AND A 15A 1-7 PROTECTION OF EQUIPMENT AND MATERIALS 15A 1-15 CUTTING AND PATCHING ADVANCE OF WORK. / NOT EXCEED 6.5 CFM/SQUARE FOOT IN FULL CLOSED POSITION AT 4 WG PRESSURE SMOKE DEVELOPED RATING OF 50 OR LESS WHEN TESTED IN ACCORDANCE WITH DIFFERENTIAL ACROSS DAMPER. REFERENCE MANUFACTURER AND ,MODEL DUMBER ASTM E84. COAT INSULATION THAT IS EXPOSED TO THE ELEMENTS WITH A Project No. 20-13 STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB PERFORM CUTTING OF WALLS FLOORS CEILINGS ETC AS REQUIRED TO INSTALL FOR OUTSIDE AIR DAMPERS IS RUSKIN MODEL CD -50 PROVIDE SPIN -IN FITTING SITE. COVER WITH WATERPROOF TEAR -RESISTANT HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER DIRT PAINT WATER OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAM HAS' BEEN 'DAMAGEb BY CONSTRUCTION ACTMTIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND. WORK UNDER THIS SECTION. 'OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO WITH STANDOFF CONNECTION AND VOLUME DAMPER FOR ROUND DUCTWORK PROTECTIVE SEALER. INSTALL AND SUPPORT PIPING TO KEEP NOISE AND VIBRATION CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR BRANCH TAKEOFFS TO INDIVIDUAL AIR DEVICES. TO A MINIMUM. SUPPORT AND SECURE PIPING TO UNISTRUE TYPE SUPPORTS SO THAT NO VIBRATION PASSES TO THE BUILDING STRUCTURE. PIPE ATTACHMENTS SHALL BE APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL COPPER -PLATED OR HAVE NONMETAWC COATING FOR ELECTROLYTIC PROTECTION Drawn By: CONTRACTOR SHALL PATCH WALLS FLOORS ETC. AS REQUIRED BY WORK UNDER ROUND OR OVAL DUCTWORK SHALL BE SEMCO, UNITED WESCO OR E UAL,T WHERE ATTACHMENTS ARE IN DIRECT CONTACT WITH COPPER TUBING. INSTALL A - = - THIS SECTION. PATCHING SHALL LiATCH THE ORIGINAL MATERIAL AND SHEETMETAL, WITH SMOOTH INTERIOR SURFVE W LbW PRESSURE gDUC SUPPORT WITHIN ONE FOOT OF EACH CHANGE OF DIRECTION. MOUNT PIPE HANGERS �S�bboapsso CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE PRESSURE CLASS UP T AND INCLUDING 2 V .G. ROUND DUCTWORK GAUGES PER AROUND THE OUTSIDE OF THE INSULATION WITH SADDLES TO PREVENT HANGERS rai` ("I Date: 10/28/20 CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE THE FOLLOWING TABLE REFERENCE SMACNA HVA DUQ,T CONSTRUCTION FROM RUPTURING THE INSULATION. REPLACE INSULATION THAT IS CUT OR BROKEN KEEP PREMISES BROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK ARCHITECT. STANDARDS FOR GAUGE WHEN PRESSURES EXCEED 2 W.G.): BY THE HANGERS. ANDFCRLEAN AUPP EEARRATNCE AT T�HRE CTTE�RMINATIbN OFIPMHE T�VORK. SHALL HAVE A NEAT 15A 1-16 ROUGH -IN SI GAUGE RUN REFRIGERANT LINES PARALLEL AND PERPENDICULAR TO WALL AND FLOOR LINES i� PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED AND " & UNDE. �� AND TO APP,�AR ST, GHT AND IN GOOD ORDER. PITCH SUCTION LINES DOWN �p R, INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE COORDINATE WITHOUT DELAY ROUGHING -IN WITH GENERAL CONSTRUCTION. 15 THRU 26 24 SLIGHTLY (1 IN 20 TOWARDS THE COMPRESSOR. PROVIDE OIL TRAPS AT THE BASE �, �o Sheet Title: IN DEBRIS INTO THE SYSTEMS. CONCEAL PIPING AND CONDUIT ROUGH -IN EXCEPT IN UNFINISHED AREAS AND WHERE 28„ THRU 36: 22 OF VERTICAL SUCTIO RISERS OVER 6 FEET HIGH. ����g �`''� OTHERWISE SHOWN. 52" THRU 60" 18 INSTALL LIQUID LINE SIGHT GLASSES IN LIQUID LINES NEAREST THE CONDENSING LOW PRESSURE DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G•� FITTINGS 24A UNITS. FACTORY MOUNT EXPANSION VALVES WITH THE SENSING BULBS SHIPPED IN DIAMETER AN LESS SHALL BE PREFABRICATED SPO ELDED AND li�v �I �tRNALLY LOOSE. Fl LD MOUNT EXPANSION VALVE BULB AFTER REFRIGERANT PIPI G IS SEALED. CONTINUOUSLY WELD FITTING, LARGER THAN 244 IN DIAMETER. FITTING COMPLETE DAMAGE MAY OCCUR IF BULBS COME IN CONTACT WITH HEAT . M EC HAN I CAL GAUGE SHALL BE 22 GAUGE FOR 36 FITTINGS AND UNDER, 20 GAUGE FOR LARGER FOR SYSTEMS OF 5 TON CAPACITY AND SMALLER THE CONTRACTOR SHALL HAVE THE SIZES. 90 DEGREE TEE S SHALL BE CONICAL TYPE. SEAL LONGITUDINAL AND OPTION TO PROVIDE COPPER REFRIGERANT TUBINb LINE SET SIZED AS TRANSVERSE DUCTWORK JOINTS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED RECOMMENDED BY EQUIPMENT MANUFACTURER AND OF LENGTH AS REQUIRED FOR P E C I F I CAT I O N ACCORDING TO MAN FACTURER S INSTRUCTIONS. PROVIDE UGE THICKNESS IN THE INSTALLATION. PROVIDE 3 4" THICK FOAMED PLASTIC INSULATION ARMAFLEX OR MEDIUM PRESSURE DUCT PRESSURE CLASS 3 TO 6 W.G. DUCTWORK AS EQUAL ON THE SUCTION UNE./ PROVIDE QUICK -CONNECT FLARE TUBING Drawing No. RECOMMENDED BY "CNA. COMPRESSION FITTINGS OR SOLDER CONNECTIONS AS REQUIRED TO MATCH THE CONNECTIONS OF THE CONDENSING UNIT AND EVAPORATOR COIL. � � n i neeri n nc. 796 Merus Court T 636.349.1600 ■ St. Louis, MO 63026 F 636.349.1730 9RH-1-2020 ELECTRICAL SYMBOLS THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ABBREVIATIONS, ETC. ARE �` NECESSARILY USED ON THE DRAWINGS. ELECTRICAL ONE -LINE & RISER SHEET # SHEET DESCRIPTION E-0.01 PANELBOARD E-1.01 MULTI -SECTION E-1.02 (SEE SCHEDULES) E-1.03 PANELBOARD E-1.04 MECHANICAL POWER PLAN E-2.01 (SEE SCHEDULES) ----� ATX# TRANSFORMER rTX# SHIELDED TRANSFORMER E-5.01 TYPE AND RATINGS E-6.01 TYPE AND RATINGS � AS SHOWN �� AS SHOWN 800A SWITCH 1 3P RATING AS SHOWN 225A 3P CIRCUIT BREAKER RATINGS AS SHOWN 200AS FUSED SWITCH 3P RATING,POLES AND FUSE 200AF TYPE AS SHOWN FRS []] CIRCUIT IDENTIFICATION - SEE CIRCUIT SCHEDULE GFR GROUND FAULT RELAY Q SHUNT TRIP U11LIT ®M UTILITY METER (AS REQUIRED BY UTILITY) METER CURRENT TRANSFORMER RATING AS SPECIFIED OR REQUIRED TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR •--� I GROUND CONNECTION C•�� I GROUND ROD - ;e CONTACT (OPEN OR CLOSED) A/V/ - HEATER /(3/MOTOR Fill BLOCK LOAD KW OR KVA SIGNALING SIGNALING BELL SIGNALING BUZZER Q LV TRANSFORMER ABBREVIATIONS A AMPERES, AIR (COMPRESSED) MAX MAXIMUM A/C AIR CONDITIONING MCA MINIMUM CIRCUIT AMPACITY AF AMPERE FUSE MCB MAIN CIRCUIT BREAKER AFC ABOVE FINISHED CEILING MCC MOTOR CONTROL CENTER AFCI ARC FAULT CIRCUIT INTERRUPTER MD MOTORIZED DAMPER AFEA AREA FOR EVACUATION ASSISTANCE MDP MAIN DISTRIBUTION PANEL AFF ABOVE FINISHED FLOOR MFR MANUFACTURER AFG ABOVE FINISHED GRADE MG MOTOR GENERATOR AI ANALOG INPUT MH MANHOLE AIC AMPERE INTERRUPTING CURRENT MIN MINIMUM AL ALUMINUM MLO MAIN LUGS ONLY AO ANALOG OUTPUT MOCP MAXIMUM OVERCURRENT PROTECTION AP ACCESS PANEL MSB MAIN SWITCHBOARD ATS AUTOMATIC TRANSFER SWITCH MSWB MAIN SWITCHBOARD AWG AMERICAN WIRE GAUGE MS/TP MASTER SLAVE/TOKEN PASSING — BAS BUILDING AUTOMATION SYSTEM COMMUNICATION TRUNK BFF BELOW FINISHED FLOOR MTD MOUNTED BFG BELOW FINISHED GRADE N/A NOT APPLICABLE BI BINARY INPUT N/C NORMALLY CLOSED BKR BREAKER NIC NOT IN CONTRACT BO BINARY OUTPUT NL NIGHT LIGHT C CONDUIT N/0 NORMALLY OPEN q CENTER LINE OC ON CENTER CD CANDELA OS OCCUPANCY SENSOR CT CURRENT TRANSFORMER PDU POWER DISTRIBUTION UNIT CATV CABLE TELEVISION SYSTEM PH, 0 PHASE CCTV CLOSED CIRCUIT TELEVISION PN POST INDICATOR VALVE CKT CIRCUIT PNL PANEL CPT CONTROL POWER TRANSFORMER PNLBD PANELBOARD CU COPPER, CONDENSING UNIT PROVIDE FURNISH AND INSTALL CVD CUMULATIVE VOLTAGE DROP PT POTENTIAL TRANSFORMER DDC DIRECT DIGITAL CONTROL PTZ PAN, TILT, ZOOM DI DIGITAL INPUT, DUCTILE IRON QTY QUANTITY DN DOWN RCPT RECEPTACLE DPDT DOUBLE—POLE, DOUBLE—THROW RLA RUNNING LOAD AMPS DPST DOUBLE—POLE, SINGLE—THROW RTU ROOFTOP UNIT EM EMERGENCY SD SMOKE DETECTOR, SUPPLY DUCT EPO EMERGENCY POWER OFF SF SQUARE FEET, SUPPLY FAN ETR EXISTING TO REMAIN SPDT SINGLE—POLE, DOUBLE—THROW FACP FIRE ALARM CONTROL PANEL SPST SINGLE—POLE, SINGLE—THROW FBO FURNISHED BY OTHERS/OWNER SS STAINLESS STEEL FCA FAULT CURRENT AMPS ST SHUNT TRIP, STEAM TRAP FF FINISHED FLOOR SWBD SWITCHBOARD FLA FULL LOAD AMPS TL TWISTLOCK FLR FLOOR TR TAMPER RESISTANT FVNR FULL—VOLTAGE, NON—REVERSING TX TRANSFORMER GC GENERAL CONTRACTOR TYP TYPICAL GFCI GROUND FAULT CIRCUIT INTERRUPTER U/F UNDERFLOOR GFR GROUND FAULT RELAY U/G UNDERGROUND G GROUND UH UNIT HEATER GND GROUND U/S UNDERSLAB GRS GALVANIZED RIGID STEEL UL UNDERWRITERS LABORATORIES, INC. HOA HAND—OFF—AUTOMATIC UNO UNLESS NOTED OTHERWISE IG ISOLATED GROUND UPS UNINTERRUPTIBLE POWER SUPPLY ISC SHORT CIRCUIT CURRENT V VOLT(S) JB JUNCTION BOX VAC VOLTS ALTERNATING CURRENT J—BOX JUNCTION BOX VD VOLTAGE DROP kcmil 1000 CIRCULAR MILS VDC VOLTS DIRECT CURRENT KK KIRK KEY VFD VARIABLE FREQUENCY DRIVE W KILOVOLT W WIRE kVA KILOVOLT—AMPS WP WEATHERPROOF kVAR KILOVOLT—AMPS REACTIVE XP EXPLOSION—PROOF kW KILOWATT kWH KILOWATT—HOUR LF LINEAR FEET MAN MASTER ANTENNA TELEVISION SYSTEM CIRCUITING & WIRING SWITCHED HOT CONDUCTORS (SHOWN TRAILING NEUTRAL) NEUTRAL CONDUCTOR UNSWITCHED HOT CONDUCTORS (SHOWN LEADING NEUTRAL) 7 5 3 HOMERUN TO PANELBOARD, ARROWS INDICATE NUMBER OF P1 CIRCUITS, HASH MARKS INDICATE NUMBER OF CONDUCTORS. P1 -3,5,7 INFORMATION AT ARROWS ARE CIRCUIT NUMBERS AND PANELBOARD. EQUIPMENT GROUNDING CONDUCTOR IN CONDUIT (GREEN INSULATION OR BARE) ISOLATED GROUNDING CONDUCTOR IN CONDUIT (GREEN INSULATION WITH YELLOW TRACER) CONDUIT CONCEALED CONDUIT IN/UNDER FLOOR/GROUND CONSTRUCTION — — EXPOSED CONDUIT FLEXIBLE CONDUIT LOW VOLTAGE CABLE (NOT ROUTED IN CONDUIT) CONDUIT TURNING DOWN CONDUIT TURNING UP CONNECTION POINT OR EQUIPMENT TERMINATION EQUIPMENT TERMINATION LIGHTING A FLUORESCENT LIGHT FIXTURE: (SEE LIGHT FIXTURE SCHEDULE) a 0 a = SWITCHED BY SWITCH "a" [E] A = LIGHT FIXTURE TYPE "A" ® FLUORESCENT LIGHT FIXTURE WITH NIGHT LIGHT FLUO PACK RESCENT LIGHT FIXTURE WITH EMERGENCY LIGHTING BATTERY FLUORESCENT LIGHT FIXTURE WITH DUAL BALLASTS CIRCUITED SEPARATELY. (SHADING IMPLIES EMERGENCY BALLAST WITH BATTERY PACK) A v v v LIGHTING TRACK WITH UGHT FIXTURE TYPES AS INDICATED OA gLIGHT FIXTURE — CEILING / WALL MOUNTED. Y A = LIGHT FIXTURE TYPE "A" �iA WALL WASHER LIGHT FIXTURE — ARROW INDICATES DIRECTION. A = LIGHT FIXTURE TYPE "A" �A WALL MOUNTED LIGHT FIXTURE. A = LIGHT FIXTURE TYPE "A" SITE LIGHTING FIXTURE (SEE LIGHT FIXTURE SCHEDULE) ®A — EXIT SIGN - CEILING / WALL MOUNTED, ARROWS AS INDICATED. A = LIGHT FIXTURE TYPE "A" (SEE LIGHT FIXTURE SCHEDULE) AEMERGENCY BATTERY PACK LIGHT FIXTURE - CEILING/WALL MOUNTED. (SEE X04 LIGHT FIXTURE SCHEDULE) STANDARD MOUNTING HEIGHTS (AFF, AFG, UNLESS NOTED OTHERWISE) ELECTRICAL ALARMS 48" ANNUNCIATOR PANELS 48" CLOCK OUTLETS (CENTERLINE) 84" CONTROLS (CENTERLINE) 48" EXIT SIGNS (WALL MOUNTED, BOTTOM) 80" INTERCOM (AFEA ONLY) 36" INTERCOMS 48" PANELS/PANELBOARDS (TOP) 72" PHOTOCELLS 144" RECEPTACLES (CENTERLINE) 18" RECEPTACLES (EXTERIOR) 24" RECEPTACLES (GARAGES) 26" RECEPTACLES IN EQUIPMENT ROOMS 48" RECEPTACLES A SERVICE WRITERS COUNTER 52" REMOTE INDICATING LIGHT (EQUIPMENT ROOMS) 48" REMOTE INDICATING LIGHT (FINISHED AREAS) CEILING SAFETY SWITCHES 48" STARTERS 48" SWITCHES (CENTERLINE) 48" TELEPHONES (PUBLIC) 1 0 48", 1 0 36" TELEPHONE, DATA OUTLETS (CENTERLINE) 48" TELEPHONE TERMINAL BOARD (BOTTOM) 6" TELEVISION OUTLETS 18" ANNOTATION FI]ELECTRICAL PLAN NOTE CALLOUT O1 TECHNOLOGY PLAN CALLOUT 0 EQUIPMENT DESIGNATION (OWNER FURNISHED, CONTRACTOR INSTALLED) CONNECTION POINT OF NEW WORK TO EXISTING 1 DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER M1 NUMBER INDICATES SHEET NUMBER 1 SECTION CUT DESIGNATION M1 WIRING DEVICES & OUTLETS $ SINGLE POLE WALL SWITCH (NO LETTER DESIGNATION) SWITCH LETTER DESIGNATIONS AS FOLLOWS: 2 = TWO POLE WALL SWITCH 3 = THREE—WAY WALL SWITCH 4 = FOUR—WAY WALL SWITCH D = DIMMER TYPE SWITCH OS = OCCUPANCY SENSOR P = SPST PILOT LIGHT SWITCH K = KEYED LIGHT SWITCH M = MOTOR RATED SWITCH CEILING MOUNTED OCCUPANCY SENSOR WITH POWER SUPPLY AND LOAD RELAY AS REQUIRED OR SPECIFIED. SIMPLEX RECEPTACLE — NEMA 5-20R, UNO DUPLEX RECEPTACLE — NEMA 5-20R, UNO DOUBLE DUPLEX RECEPTACLE — NEMA 5-20R, UNO HEAVY DUTY RECEPTACLE — NEMA TYPE AS NOTED TWIST—LOCK TYPE RECEPTACLE RECEPTACLE INSTALLED 6" ABOVE COUNTER OR BACKSPLASH CEILING MOUNTED DUPLEX RECEPTACLE ® FLOOR MOUNTED DUPLEX RECEPTACLE ISOLATED GROUND (DUPLEX RECEPTACLE, SIMILAR FOR OTHERS) RECEPTACLE INSTALLED VIA DROP CORD 8GFC1 RECEPTACLE LETTER DESIGNATIONS AS FOLLOWS: C = CLOCK HANGER TYPE E = EMERGENCY POWER S = SWITCHED IG = ISOLATED GROUND GFCI = GROUND FAULT CIRCUIT INTERRUPTER TR = TAMPER RESISTANT WP = WEATHERPROOF MULTI—OUTLET SURFACE RACEWAY WITH NEMA 5-20R RECEPTACLES 12" ON CENTER, UNO. TELEPHONE OUTLET — FLOOR OR WALL MOUNTED. INSTALL AT SAME ELEVATION AS ADJACENT RECEPTACLE, UNO. DATA OUTLET — FLOOR OR WALL MOUNTED. INSTALL AT SAME ® 0 ELEVATION AS ADJACENT RECEPTACLE, UNO. MULTI—SERVICE OUTLET — FLOOR OR WALL MOUNTED. INSTALL AT SAME ® ELEVATION AS ADJACENT RECEPTACLE, UNO. OJ MULTI—SERVICE POWER POLE WITH TELEPHONE, DATA AND POWER OUTLETS A = TYPE, SEE SCHEDULE IN SPECIFICATIONS IaA MULTI—SERVICE FLOOR BOX WITH TELEPHONE, DATA AND POWER OUTLETS A = TYPE, SEE SCHEDULE IN SPECIFICATIONS 0 A POKE THROUGH, A = TYPE, SEE SCHEDULE IN SPECIFICATIONS T THERMOSTAT Q SPEAKER Q JUNCTION BOX/OUTLET BOX Q] JUNCTION BOX/OUTLET BOX ® EMERGENCY SHUNT RELAY POWER EQUIPMENT & DEVICES = ELECTRICAL SERVICE PANELBOARD (SURFACE OR FLUSH MOUNT) 0 o TERMINAL CABINET (SURFACE OR FLUSH MOUNT), TYPE AS NOTED o PLYWOOD TERMINAL BOARD FOR TELEPHONE SYSTEM, UNO. SIZE AS NOTED. ELECTRICAL DISTRIBUTION PANELBOARD ® SWITCHBOARD OR MOTOR CONTROL CENTER ON HOUSEKEEPING PAD a TRANSFORMER MOTOR 200/3/150 DISCONNECT SWITCH - "200/3/150" DENOTES AMPERES/POLE/FUSE NF= NON-FUSED CB= CIRCUIT BREAKER (200/3/CB) COMBINATION DISCONNECT (SAFETY) SWITCH AND MOTOR 30/3/15/1 STARTER "30/3/15/1" DENOTES AMPERES/POLE/FUSE/NEMA LCM STARTER SIZE NF= NON—FUSED CB= CIRCUIT BREAKER (30/3/CB/1) ®2 MAGNETIC3 3—POLE, STARTER, NEMA SIZE AS NOTED. ® MANUAL STARTER ® VARIABLE FREQUENCY DRIVE ® RELAY OR CONTACTOR (IN SCHEMATICS) MAGNETIC CONTACTOR, SIZE, COIL VOLTAGE AND NUMBER OF © L POLES AS INDICATED (L= LIGHTING CONTACTOR, P= POWER CONTACTOR) ❑TS TIME SWITCH PC PHOTOCELL INDICATING UGHT I -O PUSH BUTTON • • STOP—START PUSH BUTTON CONTROL STATION ••• HAND—OFF—AUTO PUSH BUTTON CONTROL STATION &D MUSHROOM—TYPE PUSH BUTTON OVERHEAD PADDLE FAN NQIE_ 1. GC TO CONTACT CITY LIGHTING PRODUCTS FOR PRICING OF ALL SWITCHGEAR AND LIGHTING. NO SUBSTITUIONS ACCEPTED. BLAIR GUTHRIE 0 CITY LIGHTING PRODUCTS 1-800-257-2922 (WORK) 412-367-4718 (WORK) bguthdef citylighting.com FOR ALL BIDDING QUESTIONS, CONTACT THE OWNER. DO NOT CONTACT THE ENGINEER. PLAN GENERAL NOTES: 1. ALL ELECTRIC WORK SHALL BE IN STRICT ACCORDANCE WITH MUNICIPAL AND STATE CODES, LAWS AND REGULATIONS, RULES OF NEC, NFPA, OSHA, AND / OR ANY OTHER AUTHORITIES THAT MAY HAVE JURISDICTION PERTAINING TO THE WORK, 2. CONDUCTORS HAVE BEEN SIZED SO THAT VOLTAGE DROP IN FEEDERS DOES NOT EXCEED 2% AND VO;TAGE DROP IN BRANCH CIRCUITS DOES NOT EXCEED 3%. 3. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED BY A ROOF MOUNTED PHOTOCELL VIA LIGHTING CONTACTOR (LC -1). PROVIDE MANUAL OVERRIDE. 4. ALL FIXTURES AND EQUIPMENT SHALL HAVE THE PROPER UL LISTING FOR THEIR LOCATIONS. 5. LIGHTING PLACEMENTS ARE SHOWN FOR DESIGN PURPOSE ONLY. SITE VERIFY EXACT LOCATIONS. 6. IN CASES OF A DIFFERENCE BETWEEN THE MINIMUM REQUIREMENTS OF THE VARIOUS LAWS, CODES, AUTHORITIES AND THE DOCUMENTS, THE WORK SHALL EXCEED THE LESS REQUIREMENTS WHILE MEETING THE GREATER OR MORE STRINGENT REQUIREMENTS. 7. A SET OF MARKED—UP PRINTS SHALL BE PREPARED WITH RED INK ON THESE BLACK LINE PRINTS SHOWING ALL CHANGES MADE DURING CONSTRUCTION AND TURNED OVER TO THE OWNER AT THE END OF THE JOB. ALL CHANGES MUST HAVE OWNER'S APPROVAL 8. UPON COMPLETION OF THE WORK, ALL PARTS OF THE ELECTRICAL INSTALLATION SHALL BE TESTED AND PROVEN TO BE FREE OF UNWANTED GROUNDS AND OTHER DEFECTS. FINAL TESTS SHALL BE ACCOMPLISHED BY USE OF A MEGGER. ELECTRICAL SHEET INDEX SHEET # SHEET DESCRIPTION E-0.01 ELECTRICAL SYMBOLS LEGEND & SHEET INDEX E-1.01 ELECTRICAL SITE PLAN E-1.02 ELECTRICAL LIGHTING PLAN E-1.03 ELECTRICAL POWER PLAN E-1.04 MECHANICAL POWER PLAN E-2.01 ELECTRICAL INTERIOR ELEVATIONS E-3.01 ELECTRICAL BUILDING SECTIONS E-5.01 ELECTRICAL DETAILS E-6.01 ELECTRICAL RISER DIAGRAM & PANEL SCHEDULES E-7.01 ELECTRICAL SPECIFICATIONS E-7.02 ELECTRICAL SPECIFICATIONS s P,bbv!t �S�a CJ��i\e CIO, C,A,A Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636349.1730 AV .. 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com �� anp�oae�84o e n� s 4 DARR�AV- NUMBER f1V I. C J 32485 Z(/ONALaQ� 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: SYMBOL LEGEND & GEN NOTES Drawing No. E-0.01 9RH-1-2020 0.0 0. 0 1.3 0.0 0.0 0.0 0.0%% 0.5 9 2.0 i 0 1.1 0.8 2.9 60. 8 2.6 2.1 + + + + + 3.2 3.0 2.5 1.8 1. + + 0.9 0.8 7 0 I / 0.0 2.0 0.0 00 0.0 0.0 / 0.0 0.1 0.1 0.1 0.1\ �'� 0.1 0 / 1.9 / 0.0 / 5 0. �0.1 0.2 0.2 0.2 0.2 0.2 0.2- i.2 0.2 0 6 / 0.0 0.0 2.7 0.0 1.7 1 +.4 0.6 0.4 0.4 0.4 0.4 0 0.60.6 0 1.3 1.2 1. 0. 81 0 0.5 9 2.0 1.7 1.4 1.1 0.8 2.9 60. 8 2.6 2.1 + + + + + 3.2 3.0 2.5 1.8 1. + + 0.9 0.8 7 0 I / 0.0 0.0 1 0.0 2.7 2.6 2.2 0 0.0 / 1 1.7 1. 1.7 2.9 60. /ice G1 + + + + + 3.2 3.0 2.5 1.8 1. + + 0.9 0.8 7 1 I / 0.0 2.0 0.0 00 0.0 0.0 3.3 3.1 2.7 1.8 1. + 0.9 0 �21 1 1 LC- �'� 1 1 00, 1.9 / 0.0 1 5 0. 2.8 2.6 2.2 1.6 1. 0.9 0 1.9 0.0 / 0.0 0.1 0 0.0 0.0 / 0.1 1.7 1. 1.7 2.9 60. /ice + \ V 7 1 51 / 0.0 2.0 0.0 1 0.0 0.0 0.01 NEL C �21 1 1 LC- �'� 1 1 1.9 1.9 / 0.0 0.0 0.0 0. 1.9 i / 1.9 1.6 1 0.21 6 / 0.0 0.0 2.7 0.0 1.7 0. /moi / 0.0 0.0 2.6 + 1.6 1� /0.0 0.0 0.0 0.0 0. 6 �.l 2.9 2.4 1.8 / / 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 2.2 2.2 1.9 1.5 1.1 0.8 0.0 0.0 0.0 0.1 H1. 0.0 0.0 0.0 0.2 0 0.0 0.0 0.0 0.1 ��.9 1.5 z� 31 �� \a ia7ng p\�5 6 2.6 2.1 1.7 1. 1.7 2.9 60. /ice + \ V 7 1 51 2. 2.3 2.0 1.6 1 0.0 0.0 0.01 NEL C �21 1 1 LC- �'� 1 1 1.9 1.9 1.9 1.9 +.7 + 1.9 i 2.1 1.9 1.6 1 0.21 6 2.7j 2.7 2.1 1.7 1. /moi 5 2�7 2.6 2.2 1.6 1� 6 �.l 2.9 2.4 1.8 1� Gl, 7 r7,\/ 3. 4 +3.2 +2.7 1. 8 1 C-14 \2#1OAWG CU, 1# 0 6 2. 8LC412 .7 2. 1 . 7 1 C-7 0 1.5 z� 31 �� \a ia7ng p\�5 �00 1.5 2.2 +.3 '0001 M 1.7 2.9 60. due 1.6 2.3 2. I I I I I 1.7 3.0 I I I I 1.0 0 1.8 2.5 2. ° 3 1.0 .9 +.0 2. 4 4 1.1 1.0 1.8 2.5 3.7 I I I I F 1 1.1 0.9 1.8 3.0 6.5 ii 4 1.1 .0 + 1.0 0 9 2.9 I I I I 9 1.9 2.9 4.9 II FI ° 8 1.9 +. 6. r � 1. ,�EE kno 2 3 z� 31 �� \a ia7ng p\�5 �00 1 1 '0001 + 0.0 + 0.0 I /ice + ring nc. V 7 1 51 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.01 NEL C �21 1 LC- �'� 1 1 O.OI "20 + 0.01 0.21 due 1.6 2.3 2. I I I I I 1.7 3.0 I I I I 1.0 0 1.8 2.5 2. ° 3 1.0 .9 +.0 2. 4 4 1.1 1.0 1.8 2.5 3.7 I I I I F 1 1.1 0.9 1.8 3.0 6.5 ii 4 1.1 .0 + 1.0 0 9 2.9 I I I I 9 1.9 2.9 4.9 II FI ° 8 1.9 +. 6. r � 1. ,�EE kno 2 3 CAA 31 �� \a ia7ng p\�5 + 211 + 1. 1 + 0.0 + 0.0 + 0.0 I +1 + ring nc. 2 7 1 51 PANEL . 1 211 1r1l.2I 9 GOODMAN= 2 2 t1 2 2 21 1 I 31 115 fll. 2 \LECTRIC AL 2 . 1� 1 . 1 METER 1 250 5 1 2-1/2" PVC vaw. I V/LO/LV CAA 21 �� \a ia7ng p\�5 + 211 + 1. 1 + 0.0 + 0.0 + 0.0 1 PANEL A l .6 ring nc. rng. 2 3 1 1 PANEL . ERVICI + 0 7 + 0.5 DISCON NEL C �21 I SWITCH LC- �'� 1 1 \LECTRIC AL 2 . 1� 1 . 1 METER 1 250 5 1 2-1/2" PVC 1 ELECTRICAL SITE PLAN N SCALE: 1/16 go= i '-0" GENERAL NOTES: A. REFER TO SHEET E-0.01 FOR GENERAL NOTES AND SYMBOLS THAT SWILL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEY NOTES. 1400po B. UGHTING PLACEMENTS ARE SHOWN FOR DESIGN PURPOSES ONLY. VERIFY EXACT FIXTURE LOCATIONS WITH ARCHITECT. I C 0 N Architects C. THESE DRAWINGS ARE INTENDED TO BE COMPLETE AT THE TIME OF ISSUE, BUT WILL I " � o r p o r a t e d NOT REFLECT ANY NEW EQUIPMENT OR LIGHTS THAT MAY BE MOVED, ADDED, OR 703 San Ysidro Trail SUBSTITUTED AFTER THE ISSUE DATE. PROVIDE ALL NECESSARY BREAKERS, WIRING, Mansfield, Texas 76063 CONDUITS, RECEPTACLES, JUNCTION BOXES, SWITCHES, EfC. FOR EQUIPMENT AND LIGHTS NOT SHOWN ON PLANS OR FOR EQUIPMENT AND LIGHTS THAT HAVE BEEN Phn:817.946.7503 MOVED, SUBSTITUTED, OR ALTERED. VERIFY ALL ELECTRICAL REQUIREMENTS OF NEW icon-arch@outlook.com OR ALTERNATE EQUIPMENT AND LIGHTS WITH MANUFACTURER, CONTACT ELECTRICAL ENGINEER IF ANY DISCREPANCIES ARISE D. PROVIDE GROUNDING CONDUCTORS FOR ALL CONDUITS. E. VERIFY FIXTURE FINISH AND COLOR WITH ARCHITECT PRIOR TO FIXTURE ORDER AND SUBMITTAL T/1 F. ELECTRICAL CONTRACTOR SHALL FURNISH, INSTALL AND WIRE ALL EXIT SIGNS. VERIFY V1 EMERGENCY LIGHT PLACEMENT WITH ARCHITECT IN FIELD. FIXTURES SHALL HAVE PROPER a UL LISTING FOR THBR LOCATION. ^^ ll G. ALL EXTERIOR HOMERUNS SHALL HAVE A MINIMUM 110 AWG THHN/THWN COPPER U.O.N. W H. ALL UNDERGROUND PVC CONDUITS ENTERING OR LEAVING THE BUILDING SHALL BE FITTED WITH MOISTURE RESISTANT SEALS AT ALL EXTERIOR WALL PENETRATIONS. PROVIDE EXPANSION V/ M FITTINGS TO ALL CONDUITS AS NECESSARY. O O cc KEY NOTES: ;M4 o (D PROVIDE A 23 SCHEDULE 40 PVC CONDUIT AT LEAST 24' BELOW GRADE FROM PANEL m • U A TO MONUMENT/PYLON SIGNS. STEEL CONDUIT SHALL PENETRATE INTO THE GARAGE TO THE PANEL USE PVC TO STEEL CONDUIT COUPLING, SEE DETAIL 4/E-401. PULL •' 318 AND 1110 GROUND CU CONDUCTORS. MONUMENT SIGNAGE HOMERUN SHALL BE CONTROLLED BY A ROOF MOUNTED PHOTOCELL WITH MANUAL OVERRIDE SEE DETAIL 4/E-5.01. O 4)a O2 REFER TO 4/E-5.01 FOR LIGHTING CONTROL DIAGRAM. 4) O3 COORDINATE EXACT UGHT FIXTURE HEIGHT AND LOCATION WITH ARCHITECTURAL ELEVATIONS AND SIGNAGE PLANS. of=) En Qi O4 COORDINATE EXACT LOCATION(S) OF EXTERNAL WIFI DEVICES WITH ARCHITECTURAL I V) g ELEVATION PLANS PRIOR TO ROUGH -IN AND INSTALLATION. • 1E O NEW POLE WITH SINGLE ARM FIXTURE. SEE DETAIL 8/E-5.01 FOR MOUNTING rl INFORMATION. Enginee 796 Merus Court St. Louis, MO 63026 cor DARR L ROY C NUMBER 32485 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: vaw. I V/LO/LV CAA �� \a ia7ng p\�5 Sheet Title: + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 .6 ring nc. rng. 2.9 + 2.6 + 2.1 1. + 0 7 + 0.5 + 0. .71 /moi F 11+ le 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.2 2.2 1.9 1.5 1.1 0.8 0.5 H1. 3.6 1. 0.81 TO .6 .6 _ J P P SED 4_ - UTILITY ISFORMER • • rte+ 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.4 + + + + + + 0.7 + 0.5 + 0.4 LOCA ON .0 + .2 + 2.0 7POMSE CIEW I�AdNUMENT�SIGN + 0.61 J LOCATION I _ '+++I 1_070. 0 ++++++++++++++++++++++ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 .6 0.8 0.8 0.7 0. 0.4 0.3 6 1. 2 +2 1.4 2 1.0 0.51 I 1 C-12 I 1#10 GID + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.2 + 0.3 + 0.4 + 0.3 + 0.3 0.3 0.2 0.3 + 0.4 + 0.5 + + + + 0.5 + 0.31 L _1 C-6 1 i I++ 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.11 1 I 1 I + 0 0 + 0. o + o. 0 + 0 0 + 0 0 + 0 o + + + + + + + + + + + + Si�Q_q_.II_o_a�..-a�-g�-e.o--e-o---erc�-ewe-�-a����7�$-1 �'i i_�}_�t_TT__7717 o.l __�_ _ o.l J o.l o.l o.l 1 ELECTRICAL SITE PLAN N SCALE: 1/16 go= i '-0" GENERAL NOTES: A. REFER TO SHEET E-0.01 FOR GENERAL NOTES AND SYMBOLS THAT SWILL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEY NOTES. 1400po B. UGHTING PLACEMENTS ARE SHOWN FOR DESIGN PURPOSES ONLY. VERIFY EXACT FIXTURE LOCATIONS WITH ARCHITECT. I C 0 N Architects C. THESE DRAWINGS ARE INTENDED TO BE COMPLETE AT THE TIME OF ISSUE, BUT WILL I " � o r p o r a t e d NOT REFLECT ANY NEW EQUIPMENT OR LIGHTS THAT MAY BE MOVED, ADDED, OR 703 San Ysidro Trail SUBSTITUTED AFTER THE ISSUE DATE. PROVIDE ALL NECESSARY BREAKERS, WIRING, Mansfield, Texas 76063 CONDUITS, RECEPTACLES, JUNCTION BOXES, SWITCHES, EfC. FOR EQUIPMENT AND LIGHTS NOT SHOWN ON PLANS OR FOR EQUIPMENT AND LIGHTS THAT HAVE BEEN Phn:817.946.7503 MOVED, SUBSTITUTED, OR ALTERED. VERIFY ALL ELECTRICAL REQUIREMENTS OF NEW icon-arch@outlook.com OR ALTERNATE EQUIPMENT AND LIGHTS WITH MANUFACTURER, CONTACT ELECTRICAL ENGINEER IF ANY DISCREPANCIES ARISE D. PROVIDE GROUNDING CONDUCTORS FOR ALL CONDUITS. E. VERIFY FIXTURE FINISH AND COLOR WITH ARCHITECT PRIOR TO FIXTURE ORDER AND SUBMITTAL T/1 F. ELECTRICAL CONTRACTOR SHALL FURNISH, INSTALL AND WIRE ALL EXIT SIGNS. VERIFY V1 EMERGENCY LIGHT PLACEMENT WITH ARCHITECT IN FIELD. FIXTURES SHALL HAVE PROPER a UL LISTING FOR THBR LOCATION. ^^ ll G. ALL EXTERIOR HOMERUNS SHALL HAVE A MINIMUM 110 AWG THHN/THWN COPPER U.O.N. W H. ALL UNDERGROUND PVC CONDUITS ENTERING OR LEAVING THE BUILDING SHALL BE FITTED WITH MOISTURE RESISTANT SEALS AT ALL EXTERIOR WALL PENETRATIONS. PROVIDE EXPANSION V/ M FITTINGS TO ALL CONDUITS AS NECESSARY. O O cc KEY NOTES: ;M4 o (D PROVIDE A 23 SCHEDULE 40 PVC CONDUIT AT LEAST 24' BELOW GRADE FROM PANEL m • U A TO MONUMENT/PYLON SIGNS. STEEL CONDUIT SHALL PENETRATE INTO THE GARAGE TO THE PANEL USE PVC TO STEEL CONDUIT COUPLING, SEE DETAIL 4/E-401. PULL •' 318 AND 1110 GROUND CU CONDUCTORS. MONUMENT SIGNAGE HOMERUN SHALL BE CONTROLLED BY A ROOF MOUNTED PHOTOCELL WITH MANUAL OVERRIDE SEE DETAIL 4/E-5.01. O 4)a O2 REFER TO 4/E-5.01 FOR LIGHTING CONTROL DIAGRAM. 4) O3 COORDINATE EXACT UGHT FIXTURE HEIGHT AND LOCATION WITH ARCHITECTURAL ELEVATIONS AND SIGNAGE PLANS. of=) En Qi O4 COORDINATE EXACT LOCATION(S) OF EXTERNAL WIFI DEVICES WITH ARCHITECTURAL I V) g ELEVATION PLANS PRIOR TO ROUGH -IN AND INSTALLATION. • 1E O NEW POLE WITH SINGLE ARM FIXTURE. SEE DETAIL 8/E-5.01 FOR MOUNTING rl INFORMATION. Enginee 796 Merus Court St. Louis, MO 63026 cor DARR L ROY C NUMBER 32485 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: vaw. I V/LO/LV CAA �� \a ia7ng p\�5 Sheet Title: ELECTRICAL SITE LIGHTING PLAN 1 ring nc. rng. T 636.349.1600 .01 F 636.349.1730 9RH-1-2020 3,0 Jtt 3/A-4 I I I 3,0 +10'-8' TO BTM OF FIXTURE SEE 5/A-4 2,6 2.6 +10'-8' TO BTM OF FIXTURE 1,6 SERVICE DISCONNECT 12 ff SEE 4/A-4 SWITCH MR) +10'-8' TO BTM OF FIXTURE ELECTRICAL METER A I v v +10'-8" TO BTM OF FIXTURE SEE 5/A-4 ELECTRICAL LIGHTING PLAN Z Z� 99=1 9_099 SCALE: 1/8 VERIFY LOCATION OF EXTERIOR LIGHTS ELECTRICAL DIMENSIONAL LIGHTING PLAN �M SCALE: 1 /8"=1 '-0" +10'18" TO BTM OF FIXTURE I SEE 5/A-4 2,6 0 _E'Q: TYP. -EQ. TYP. SEE 5/A-4 Iv u v %J I G,b G,b I I ,b TOILET ROOM 103 LIGHTING ,FIXTURE SCHEDULE �L SYMBOL FIXTURE ID FIXTU E MOUNTING LAMP TYPE WATTS VOLTAGE FIXTURE DESCRIPTION MANUFACTURER CATALOG NUMBER NOTES 0 Al 4' EDGEUT SURFACE LED 4OW 120/277V 2'X4' EDGE–UT PANELS, DIFFUSED LENS, SURFACE MOUNT KIT, WHITE FINISH SYLVANIA PANELF-3A-040–UNV–D-8-40-24G–WH 4' EDGE LR FIAT PANEL FIXTURE DIFFUSED LENS, 4000K MOUNTING ACCESSORY #SMKITIA/24A/WH (4) LAMP B' INDUSTRIAL COLD ROLLED STEEL HOUSING BAKED 8' TANDEM STRIP FIXTURE WITH REFLECTOR AND B 8' TANDEM INDUSTRIAL STRUT (4) LED-15T8–L48–F-841–SUB–G5 69.5W 120/277V (4) LAMP BALLAST WHITE ENAMEL FINISH, REFLECTOR DIE FORMED PRIME STEEL, METALUX STOIC-232–OS–QHE4X32T81SN–SC–WG WIREGUARD SUSPENDED FIXTURE VIA FIXED STEM SET #SCF TO 10'-8" AFF, (2) 12" 4' REFLECTORS CODE GAUGE. BAKED WHITE ENAMEL, 13-1/2" WITH WIREGUARD #IC-4Fr-REFL AND (2) 4' WIREGUARDS #MIG-DI-4FT-U O C 6" DOWNUGHT RECESSED LED MODULE 21.1W 120/277V 6" LED DOWNUGHT, 2000 LUMENS, AIRTIGHT NEW CONSTRUCTION, HALO HC620DOIO / HM512840 61WDC 6" LED DOWNUGHT, 2000 LUMENS, 6" CONICAL REFELECTOR, WIDE 65' BEAM ANGLE, SPECULAR CLEAR SPECULAR CLEAR FINISH FINISH. D1 4' WALL FIXTURE WALL (2) LED15T8-L48-F-841-SUB-G5 36W 120/277V (2) LAMP BALLAST (2) LAMP LENDS HOUSING. PREMIUM GRADE ALUM HOUSING WITH METALUX BAU-232-UW-OS-QHE2X32T81SN-SC 4' DIRECT / INDIRECT WALL BRACKET WITH ELECTRONIC BRUSHED FINISH WITH WALNUT STRIP FRONT AND ENDS, LENSED BALLAST, MOUNTED AT 7'-6" AFF ® D2 INTERIOR WALL SCONCE SURFACE LED 25W 120V AGED BRASS FINISH. WHITE CERAMIC -GLAZED MITERED GLASS MODERN FORMS WS -53932 WALL / BATH LED FIXTURE, 3000K. 2000 LUMENS. MOUNTED 7'6" AFF EM (2) HEADED EMERGENCY SURFACE LED 1.56W 120/277V INJECTION MOLDED WHITE HOUSING (2) HEADED LED EMERGECNY SURELITE APEL THERMOPLASTIC. EMERGENCY LIGHTING UNIT WITH 90 MINUTE BATTERY BACKUP METAL HALIDE EXTERIOR WALL SCONCE, FORWARD THROW F WALL PACK SURFACE LED 43.9W 120/277V HEAVY DUTY WALL. DIE CAST ALUM HOUSING, LED, BLACK FINISH MCGRAW-EDISON ISW-AF800-LED-EI-SL4-BK DISTRIBUTION, PROVIDE FULL CUT-OFF VISOR, CLEAR TEMPERED GLASS LENS AND BLACK FINISH, MOUNT BOTTOM OF FIXTURE AT 10'-8" AFF METAL HALIDE EXTERIOR WALL SCONCE, FORWARD THROW F21 WALL PACK SURFACE LED 43.9W 120/277V HEAVY DUTY WALL. DIE CAST ALUM HOUSING, LED, BLACK FINISH MCGRAW-EDISON ISW-AF350-LED-EI-SL2-BK DISTRIBUTION. PROVIDE FULL CUT-OFF VISOR, CLEAR TEMPERED GLASS LENS AND BLACK FINISH, MOUNT BOTTOM OF FIXTURE AT 10'-8" AFF G DECORATIVE SCONCE SURFACE LED 9W 120V (1) LAMP 30" X 10" DECORATIVE WALL SCONCE, BLACK FINISH STERNBERG 6615BB-INC-WA-BK WALL MOUNTED, COLONIAL STYLE CARRIAGE LIGHT. BLACK FINISH, MOUNT J -BOX AT 6'-8" AFF G1 POLE LIGHT POLE LED 87W 120V SINGLE LIGHT SQUARE LAW PROFILE POLE LIGHT, LED, BLACK MCGRAW-EDISON GLEON-AF-03-LED-El-SL4-BK-HSS �LE MOUNTED, LOW PROFILE, LED SINGLE LIGHT FINISH SQUARE. HEAVY WALL DIE-CAST ALUMINUM. BLACK FINISH O K JELLY JAR SURFACE (1) LMOA-19DIMO-827-G5 9W 120V DIE CAST ALUM, GLASS CAGED, GASKETED JELLY JAR RAB VX100DG VAPOR'TIGHT, COMPACT FLUORESCENT SOFFIT FIXTURE. GLASS GLOBE, WIREGUARD IN ATTIC SPACE O L RECESSED DOWNUGHT RECESSED LED 40W 120/277V 84000K RECESSED DOWNUGHT, EXTERIOR RATED GASKETED. PORTFOUO LDBA40-DOIO-ER8B3040-8040-8LBMI-H-LGSKTSIPG RECESSED DOWNUGHT LED FIXTURE SOFFIT FIXTURE, 8" APERATURE 'UL'USTED FOR DAMP LOCATION, 4000 5-HB28 LUMENS, 0-10V DIMMING, SEMI -SPECULAR CLEAR FINISH 0 M 2' X 4' HIGHBAY FLUSH CEIUNG AS NOTED LED 203W 120/277V FULL BODIED STEEL HOUSING, 24000 LUMEN, LED HIGHBAY METALUX HBLED-LD4-24-W-UNV-U340-CD2-U HIGHBAY INDUSTRIAL FLUORESCENT FIXTURE FLUSH TO CBUNG, FIXTURE TIGHT TO STRUCTURE O P2 PENDANT CEIUNG LED 60W 120V (1) MEDIUM EDISON. MINI PENDANT, OIL RUBBED BRONZE FINISH GENERATION LIGHTING P1303ORB 5" MINI PENDANT, UNIVERSAL MOUNTING PLATE, ORDER WITH STEM KIT # STEMKIT-I2-ORB LED TAPE T 68/198/4000 (2 ROLLS); POWER CLTITABLE LED TAPE LIGHT, CONNECTOR AND ----------- T TAPE LIGHT SURFACE LED 40W 120V LED TAPE LIGHT. 4000K HERR LIGHTING CORD: TAPE/B PC72/N8 72" (3PC); CONNECTING TRANSFORMER REQUIRED. 72" POWER CORD. REF: A-8.1 CABLE: TAPE/B/CCS/N8 (313C); TRANSFORMER: FOR LOCATION OF LED TAPE LIGHT CONNECTION TO PS24V/30/S (3PC) POWER. R 4' STRIP SURFACE / WALL (2) LED15T8-L48-F-841-SUB-G5 36W 120/277V (2) LAMP BALLAST 4' (2) LAMP COLD ROLLED STEEL HOUSING, BAKED WHITE METALUX SS-232-UNV-OS-QHE2X32T81SNSC-WG-U 4' STRIP FIXTURE WITH WIREGUARD #WG-SS-4FT-U, ENAMEL FINISH, STRIP FIXTURE, FLIP SOCKETS, WIREGUARD ELECTRONIC BALLAST ® X EXIT / EM COMBO WALL / CEILING LED 2.2W 120/277V INJECTION MOLDED LED EXIT COMO, REMOTE CAPABLE, MNNTENANCE FREENICAD BATTERY EXITRONICS VLEDUWHEL90G26 COMBINATION EXIT SIGN / EMERGENCY UGHT WITH RED LETTERS. UNIVERSAL AND WHITE HOUSING WITH 90 MINUTE BATTERY BACKUP [] XR REMOTE EM WALL / CEILING LED 1.1W 12V SINGLE LAMP WEATHERPROOF SINGLE EXTERIOR EMERGENCY EXITRONICS CLEDG2WPBK REMOTE TO BE PLACED AT EACH EGRESS DOOR, 'X' Q REMOTE, BLACK EXTERIOR TIED INTO TYPE ON THE INTERIOR I � U EQ. EQ. U � I I I I I � I I KEY NOTES: O1 PROVIDE A CONVENIENT GFCI OUTLET AND A CAST ALUMINUM BASE TYPE FIXTURE WITH GLASS GLOBE AND WIRE GUARD IN ATTIC. SERVING SPST SWITCH SHALL BE LOCATED IN ACCESSIBLE LOCATION NEAR THE TOP OF THE ATTIC ACCESS POINT. THE LIGHTING FIXTURE SHALL NOT BE CONNECTED ON THE I*W LOAD SIDE OF THE GFCI RECEPTACLE. 1CONArchiteds O PROVIDE A 2" EMPTY SCHEDULE 40 PVC CONDUIT AT LEAST 24" BELOW GRADE FROM PANEL 'A' TO ; va 4--- o r I' o r a t e d MONUMENT/PYLON SIGNS. STEEL CONDUIT SHALL PENETRATE INTO THE GARAGE TO THE PANEL. USE PVC TO STEEL CONDUIT COUPLING, SEE DETAIL 4/E-501. IF SIGN IS USED, PULL 2#10 AND 1#10 703 San Ysidro Trail GROUND CU CONDUCTORS. VERIFY NUMBER OF SIGNAGE CIRCUITS AND CONDUCTORS WITH SITE Mansfield, Texas 76063 SIGNAGE PROVIDER. ALL SIGNAGE FLOODLIGHT HOMERUNS SHALL BE CONTROLLED BY A ROOF MOUNTED Phn: 817.946.7503 PHOTOCELL WITH MANUAL OVERRIDE. SEE DETAIL 4/E-5.01. IF MONUMENT SIGN IS NOT USED, RUN icon-arch@outlook.com PULLSTRING IN CONDUIT AND CAP AT BOTH ENDS. O ALL EXIT/EMERGENCY LIGHTS SHALL NOT BE SWITCHED AND BE ON THE SAME HOMERUN AS THE SURROUNDING NON -EMERGENCY FIXTURES IN THE ROOM/AREA. O ALL EXTERIOR LIGHTS TYPE 'F' SHALL BE CONTROLLED BY A ROOF MOUNTED PHOTOCELL WITH MANUAL OVERRIDE. MOUNTING HEIGHT FOR ALL TYPE 'F' SHALL BE 10'-8" A.F.F. TO BOTTOM OF FIXTURE UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL DRAWING A-4. O REFER TO 4/E-5.01 FOR LIGHTING CONTROL DIAGRAM. O CONTRACTOR SHALL VERIFY THAT THERE IS ADEQUATE SPACING BETWEEN ADJACENT TYPE 'M' FIXTURES AND RADIANT HEATERS. COORDINATE WITH OWNER PRIOR TO ROUGH -IN AND INSTALLATION. O7 CENTER EXTERIOR FIXTURE ON PEAK OF GABLE AT THE END OF THE BUILDING. REFER TO ARCHITECTURAL DRAWINGS. MOUNTING HEIGHT SHALL BE 15'-0" A.F.F. TO THE BOTTOM OF FIXTURE. O8 VERIFY EXTERIOR LIGHTING LOCATIONS WITH ARCHITECTURAL DRAWING A-5. MOUNT BOTTOM OF FIXTURE ■ AT 10'-8" IN LINE WITH TOP OF BAY DOOR . VERIFY BOTTOM OF FIXTURE HEIGHTS WITH NOTES ANDO cc Cc ARCH DRAWING A-4. � � OVERIFY EXTERIOR LIGHTING LOCATIONS WITH ARCHITECTURAL DRAWING A-4. O VERIFY BOTTOM OF FIXTURE HEIGHTS WITH NOTES AND ARCHITECTURAL DRAWING A-4. D • (.� O10 CENTER EXTERIOR FIXTURE ON PEAK OF GABLE AT THE END OF THE BUILDING. REFER TO ARCHITECTURAL DRAWINGS. MOUNTING HEIGHT SHALL BE 20'-0" A.F.F. TO THE BOTTOM OF FIXTURE. V 11 CENTER EXTERIOR FIXTURE ON COLUMN AT 6'-8" A.F.G. TO BOTTOM OF FIXTURE. REFER TO b ARCHITECTURAL DRAWINGS. VERIFY EXACT MOUNTING HEIGHT WITH OWNER PRIOR TO ROUGH -IN. O .� O12 LOCATION OF DISCONNECTS ON EXTERIOR WALL OF BUILDING. MOUNTING HEIGHT TO COMPLY WITH V LOCAL CODES & ELECTRICAL COMPANY REQUIREMENTS. DENOTES EXTERIOR LIGHTING SWITCHES INCLUDES BUILDING SIGN AND MONUMENT SIGN LIGHTING FOR ■ 4jd 13Cd QUANTITY OF SWITCHES AND WIRING DIAGRAM, DETAIL 4/E-5.01. En 4) 14 MOUNT TYPE 'M' LED HIGH BAY LIGHTING FIXTURES FLUSH TO CEILING. PIN FIXTURES TIGHT TO 40 STRUCTURE TO AVOID RADIANT HEATERS. 14 g■ 15 REFER TO DETAIL 3/E-5.01 FOR TYPE 'B' AND TYPE 'R' LED STRIP LIGHTING FIXTURE MOUNTING. 16 WIRE LIGHTING IN TECHNICIAN AREA SO THAT TYPE 'B' AND 'M' LIGHTING FIXTURES ARE CONTROLLED • PER LIGHTING CONTROL DIAGRAM 4/E-5.01 AND LOCAL SWITCHES. GENERAL NOTES: A. REFER TO SHEET E-0.01 FOR GENERAL NOTES AND SYMBOLS THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEY NOTES. B. LIGHTING PLACEMENTS ARE SHOWN FOR DESIGN PURPOSES ONLY. VERIFY EXACT FIXTURE LOCATIONS WITH ARCHITECT. C. COORDINATE PLACEMENT OF FIXTURES WITH ACTUAL INSTALLATION OF MECHANICAL EQUIPMENT AND �0 •• DUCTWORK. D. VERIFY FIXTURE FINISH AND COLOR WITH ARCHITECT PRIOR TO FIXTURE ORDER AND SUBMITTAL. =014 ks E. ELECTRICAL CONTRACTOR SHALL FURNISH, INSTALL, AND WIRE ALL EXIT SIGNS. VERIFY EMERGENCY go LIGHT PLACEMENT WITH ARCHITECT IN FIELD. FIXTURES SHALL HAVE PROPER UL LISTING FOR THEIR o LOCATION. CO2 -00 F. ALL CONDUIT SHALL BE 3/4" EMT, U.N.O. .� G. ALL CONDUCTORS SHALL BE MINIMUM #12 THHN/THWN COPPER UNO. C� H. ALL EXTERIOR HOMERUNS SHALL HAVE A MINIMUM CONDUCTOR SIZE OF #10 AWG. I. ALL MULTI -WIRE CIRCUITS SHALL HAVE A MINIMUM NEUTRAL SIZE OF 110 AWG.11cp0 REGI3, O pu"""°'�.i J. ALL UNDERGROUND PVC CONDUITS ENTERING OR LEAVING THE BUILDING SHALL BE FITTED WITH tom°a�° °�d."_ MOISTURE RESISTANT SEALS AT ALL EXTERIOR WALL PENETRATIONS. PROVIDE EXPANSION FITTINGS TO A DAIRRF L ALL CONDUITS AS NECESSARY. ROY CA K. THESE DRAWINGS ARE INTENDED TO BE COMPLETE AT THE TIME OF ISSUE, BUT WILL NOT REFLECT :q NUMBER ANY NEW EQUIPMENT OR LIGHTS THAT MAY BE MOVED, ADDED, OR SUBSTITUTED AFTER THE ISSUE 0�p.. 32485 9d o DATE. PROVIDE ALL NECESSARY BREAKERS, WIRING, CONDUITS, RECEPTACLES, JUNCTION BOXES, aaAa6S•4� SWITCHES, ETC. FOR EQUIPMENT AND LIGHTS NOT SHOWN ON PLANS OR FOR EQUIPMENT AND WIVA L LIGHTS THAT HAVE BEEN MOVED, SUBSTITUTED, OR ALTERED. VERIFY ALL ELECTRICAL REQUIREMENTS OF NEW OR ALTERNATE EQUIPMENT AND LIGHTS WITH MANUFACTURER, CONTACT ELECTRICAL ENGINEER IF ANY DISCREPANCIES ARISE. 10-28-2020 Date Revisions 2,0 1,8 1,4 1,0 9/18/20 - Issued for CBA Plan Review NOTE: 10/28/20 - Issued for Permit THIS FACILITY IS CONSIDERED A MINOR REPAIR GARAGE Submittal AND FLOOR WORK AREAS SHALL BE UNCLASSIFIED PER NEC 511.3(C). s Pb�OI t �Sso CAA Engineering Inc. 796 Merus Court T 636349.1600 St. Louis, MO 63026 F 636349.1730 Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: 1 LIGHTING PLAN & DIMENSIONS Drawing No. E-1.02 9RH-1-2020 MI «!1 I /1:I NOTE: ALL OUTLET I MOUNTING FROM FINISH BOOR UNLESS NOTED 1.6 +240 +240 +48" +24" A-18 D3 I +24" +84" LUNCH ORKROOM TV 105 A-14 +���. r' \13 / I 5 I�---- `103 \ / ' +s4" %A- 16+42" A-17 5'-2" 11" I A-12 GFI I N �A-10+42" _J GFI o GFl +48.. T V-110 24" +24 -31 16 + w 9 .4 " +38" I x+38ALAR I PANEL F-+44' A-6 co I �-6- II b A-3 0 II +43 1/4 so c I I HORIZONTAL II +84" MANAGER 104 I A-7 1 3 SERVICE +84 TV +24 TOILET ROOM 102 A-5 0 " ,_ 103 6 I �- 3 1 �` 2 I 14 +24" +24" ' +38-24" 38"+24" 3 +24' +24' — 3 3'-4" 1'-60 31 31 1 1 o _ %/�i/r0%%: ENTRY DROP-OFF 101 B-28 - PORCH (PART) 100 i +24" USB ------- +72" HORIZONTAL DISCONNECT AND DUPLEX A.9 LOCATED 4'-6" OFF B - BACK WALL 3,0 3.0 12'_80 12'-8' +24". A-9�� +84" +24" _ TV 1+0 +24 +24" USB i " +54" " A-28 A-2 A-26 A_2 240 r � ARTS WASHER - J w 220V B-32,34 B-30') 28 k�T 6 E +24" LATH E '22� B-�' - B-20, 2 TIRE CHANGER B- ,1 B-12,14 w c 2 TIRE BALANCER M B-36 A-34 12'-2" NOTE: PROVIDE 1P, 30A, 120V DEDICATED CIRCUIT WITH #10 CU WIRE FOR WITH HEAT TRACED TO PREVENT FROM FREEZING. HEAT TRACE SHALL BE INSTALLED PER MANUFACTURES' RECOMMENDATIONS. E.C. SHALL COORDINATE WITH THE PLUMBING CONTRACTOR IN FIELD PRIOR INSULATION, ROUGH -IN AND INSTALLATION *NOTE: 11 0 OON PILASTERS w I 20A AND QUAD EC P ACLES IN GARAGE CONE IENCHALL 0 II PROVIDE SINGLE GANG BOX & 1" CONDUIT FOR SECURITY SYSTEM ALARM RECEPTACLE SIDE OF NOTED GFCI RECEPTACLE. CHANNEL LETTER BUILDING LIGHTING. RUN CONDUIT 1.6 +240 +240 +48" +24" A-18 D3 I +24" +84" LUNCH ORKROOM TV 105 A-14 +���. r' \13 / I 5 I�---- `103 \ / ' +s4" %A- 16+42" A-17 5'-2" 11" I A-12 GFI I N �A-10+42" _J GFI o GFl +48.. T V-110 24" +24 -31 16 + w 9 .4 " +38" I x+38ALAR I PANEL F-+44' A-6 co I �-6- II b A-3 0 II +43 1/4 so c I I HORIZONTAL II +84" MANAGER 104 I A-7 1 3 SERVICE +84 TV +24 TOILET ROOM 102 A-5 0 " ,_ 103 6 I �- 3 1 �` 2 I 14 +24" +24" ' +38-24" 38"+24" 3 +24' +24' — 3 3'-4" 1'-60 31 31 1 1 o _ %/�i/r0%%: ENTRY DROP-OFF 101 B-28 - PORCH (PART) 100 i +24" USB ------- +72" HORIZONTAL DISCONNECT AND DUPLEX A.9 LOCATED 4'-6" OFF B - BACK WALL 3,0 3.0 12'_80 12'-8' +24". A-9�� +84" +24" _ TV 1+0 +24 +24" USB i " +54" " A-28 A-2 A-26 A_2 240 r � ARTS WASHER - J w 220V B-32,34 B-30') 28 k�T 6 E +24" LATH E '22� B-�' - B-20, 2 TIRE CHANGER B- ,1 B-12,14 w c 2 TIRE BALANCER M B-36 A-34 12'-2" NOTE: PROVIDE 1P, 30A, 120V DEDICATED CIRCUIT WITH #10 CU WIRE FOR WITH HEAT TRACED TO PREVENT FROM FREEZING. HEAT TRACE SHALL BE INSTALLED PER MANUFACTURES' RECOMMENDATIONS. E.C. SHALL COORDINATE WITH THE PLUMBING CONTRACTOR IN FIELD PRIOR INSULATION, ROUGH -IN AND INSTALLATION LIFT SERVICE CONFIGURATION SCALE: NONE rl rf%I I/rVrn k1f%TrC%. LLLV 11%1VM ISL I LV 11IV I LJ. *NOTE: 26 — — — — — — — — — — — — — — — — ALIGN ON CENTERLINE OF OON PILASTERS Q 20A AND QUAD EC P ACLES IN GARAGE CONE IENCHALL 16 PROVIDE SINGLE GANG BOX & 1" CONDUIT FOR SECURITY SYSTEM ALARM RECEPTACLE SIDE OF NOTED GFCI RECEPTACLE. CHANNEL LETTER BUILDING LIGHTING. RUN CONDUIT AIR DROP ► to if JUNCTION BOX ►O I AND FLOOR WORK AREAS SHALL BE UNCLASSIFIED PER (REF. TO PLAN FOR LOCATION) LIFT SERVICE CONFIGURATION SCALE: NONE rl rf%I I/rVrn k1f%TrC%. LLLV 11%1VM ISL I LV 11IV I LJ. NOTE: 26 — — — — — — — — — — — — — — — — NEED 110V 20 AMP CIRCUIT IN OON SERVING CIRCUIT, THERE SHALL BE NO NON-GFCI RECEPTACLES ON LOAD Q 20A AND QUAD EC P ACLES IN GARAGE CONE IENCHALL 16 PROVIDE SINGLE GANG BOX & 1" CONDUIT FOR SECURITY SYSTEM ALARM I NOTE: SIDE OF NOTED GFCI RECEPTACLE. CHANNEL LETTER BUILDING LIGHTING. RUN CONDUIT SALL PROTECTED BRECEPTACLES HALL BE GFCI BE BREAKERS ELECTRICAL POWER PLAN Z I KEYPAD WITH 90' BEND INTO ATTIC WITH PULLSTRING. I AND FLOOR WORK AREAS SHALL BE UNCLASSIFIED PER 1 SCALE: 1/8"=V-0" / 2,5 JUST BELOW TRUSS JOISTS. ( SIGN CO. WILL RUN PIGTAIL PER NEC ARTICLE 511.12. ALL RECEPTACLES SHALL HAVE METAL TO BOX) O PROVIDE A DEDICATED NEMA 5-20 DUPLEX RECEPTACLE AT 5-0" A.F.F. FACEPLATES AND SHALL BE MOUNTED AT +54"A.F.F. UNLESS OTHERWISE 17 PROVIDE TELEPHONE EQUIPMENT BACKBOARD. REFER TO #1 /E-4.01. WHERE SHOWN FOR SECURITY SYSTEM. COORDINATE WORK WITH OTHER NOTED. TRADES INVOLVED. 09 COORDINATE EXACT LOCATION OF THERMOSTAT WITH MECHANICAL PLANS AND 18 REFER TO 2/E-4.01 FOR CONTROLS SCHEDULE. 30 HOLES WITH PLASTIC GROMMET IN COUNTERTOP FOR EQUIPMENT POWER/DATA MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. 19 PROVIDE 1" CONDUIT FROM DEMARK POINT ON TECH RR EXTERIOR WALL CORD COUNTERTOP PENETRATIONS. SEE SHEET A-8.1. 10 PROVIDE A DEDICATED NEMA 5-20 DUPLEX RECEPTACLE WITH GFCI THROUGH SLAB TO TELEPHONE UTILITY POINT OF CONNECTION. PROTECTION AT +540A.F.F. WHERE SHOWN FOR IRRIGATION CONTROLS. O4 PROVIDE A 30A, 2P, NF DISCONNECT SWITCH ABOVE CEILING FOR LOCAL PROVIDE AND INSTALL A 1" PVC CONDUIT (AS NECESSARY) ROUTED BELOW 20 PROVIDE PHONE/DATA BACKBOARD. PAINT WALL COLOR. REFER TO SECTION SHUTOFF OF WATER HEATER #1. FINAL CONNECTIONS SHALL BE MADE VIA GRADE FROM CONTROLLER TO AN ACCESSIBLE LOCATION AT BUILDING 4/E-3.01. SEALTITE FLEXIBLE CONDUIT. EXTERIOR AND CAP. COORDINATE WORK WITH OWNER AND LANDSCAPER (AS APPLICABLE). 21 COORDINATE LOCATION OF EQUIPMENT AT TECH RESTROOM WALL WITH WATER O5 TYPICAL OF BAYS (1,2,3,4,6,7,8,9): PROVIDE A JUNCTION BOX PER SERVICE ENTRANCE AND WITH ARCHITECTURAL ELEVATIONS. DIMENSIONS. PROVIDE A STRAIN RELIEF GRIP AT JUNCTION BOX. PROVIDE SO CORD TO A L6 -30R (2 POLE, 3 WIRE GROUNDING) LOCKING CONNECTOR 11 ROUTE (2) SCHEDULE 40 PVC ELECTRICAL CONDUITS (SIZE AS SPECIFIED BY LOCAL UTILITY) AT LEAST 24" BELOW FINISHED GRADE FROM BUILDING 22 JUNCTION BOX MOUNTED AT 18' OFF FRONT WALL & 18" AFF WITH 3/4' BODY. HARD WIRE LIFT WITH SO CORD AND PROVIDE A L6 -30P (2 POLE, 3 EXTERIOR WALL BELOW TRANSOCKET METER TO NEW SECONDARY RISER CONDUIT INTO ATTIC SPACE FOR SECURITY WIRING (BY OTHERS). WIRE GROUNDING) QUICK DISCONNECT LOCK PLUG. COORDINATE HEIGHT WITH POWER POLE (SITE VERIFY EXACT LOCATION). REFER TO SHEET E-4.01. 23 PROVIDE 3" CONDUIT MOUNTED 78" AFF TO RUN INTO ATTIC FOR LOW OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. JUNCTION BOX AND L6 -30R (1) CONDUIT SHALL BE USED AS A RACEWAY FOR THE SERVICE ENTRANCE. VOLTAGE WIRING (BY OTHERS) NEAR TECH TOILET. SHALL BE LOCATED ON THE PASSENGERS SIDE OF UFT. SEE DETAIL 1 ( ) RACEWAY SHALL CONTAIN A 1/8" NYLON PULLSTRING AND SHALL BE 5/E-5.01. USED AS A SPARE. COORDINATE NEW SERVICE ENTRANCE WITH LOCAL 24 3" CONDUIT STUB UP INTO ATTIC. CONDUIT TO TURN AND EXTEND INTO THE UTILITY' ATTIC TOWARDS THE ACCESS LADDER. ABOVE LUNCH / WORKROOM OB TYPICAL OF (BAYS 1,2,3,4,6,7,8,9): PROVIDE A RECEPTACLE ON BOTTOM 12 ROUTE (1) 2" SCHEDULE 40 PVC TELEPHONE CONDUIT WITH PULLSTRING AT REFRIGERATOR. CHORD OF STRUCTURAL TRUSS FOR CORD REEL POWER CONNECTION. RECEPTACLE SHALL BE LOCATED ON THE PASSENGERS SIDE OF LIFT. LEAST 24" BELOW FINISHED GRADE FROM UTILITY BUILDING DEMARK POINT TO 25 DATA OUTLET MOUNTED AT +120" AFF. PROVIDE 3/4' CONDUIT INTO ATTIC A LOCATION ON PROPERTY LINE AS DICTATED BY THE UTILITY. STUB UP SPACE FOR LOW VOLTAGE WIRING. VERIFY LOCATIONS WITH CBAC PM PRIOR O7 PROVIDE A 30A, 3P, 25AF DISCONNECT SWITCH IN NEMA 3 ENCLOSURE WITH AND CAP CONDUIT AT BOTH ENDS. COORDINATE CONDUIT TERMINATION TO ROUGH -IN AND INSTALLATION. 25A DUAL ELEMENT TIME DELAY FUSES AT +48"A.F.F. ON COMPRESSOR POINTS WITH UTILITY. CONDUITS MAY SHARE A COMMON TRENCH WITH CLOSET WALL FOR LOCAL SHUTOFF OF 5HP AIR COMPRESSOR. VERIFY THEPER OTHER POWER AND TELEPHONE DATA CONDUITS IF MINIMUM CONDUIT SPACE UTILITY SPECIFICATIONS IS ACHIEVED. COORDINATE TELEPHONE AND DATE 26 WEATHERPROOF DATA OUTLET MOUNTED AT +18" ABOVE EXTERIOR LIGHT PRESENCE OF AN ON -BOARD MOTOR STARTER WITH THERMAL PROTECTION ENTRANCE WITH LOCAL UTILITY. FIXTURE AND PROVIDE 3/4' CONDUIT INTO ATTIC SPACE FOR LOW VOLTAGE AND PROVIDE IF NOT ALREADY PRESENT. ALL FINAL CONNECTIONS BETWEEN WIRING. VERIFY LOCATIONS WITH CBAC PM PRIOR TO ROUGH -IN AND DISCONNECT AND ON -BOARD STARTER (AS APPLICABLE) SHALL BE MADE VIA 13 DENOTES BUILDING MOUNTED UTILITY METER, AND SERVICE DISCONNECT. INSTALLATION. PAINT TO MATCH FACADE. SEALTITE FLEXIBLE CONDUIT. VERIFY HORSEPOWER, VOLTAGE, AND BREAKER SIZE OF ACTUAL COMPRESSOR ORDERED PRIOR TO FINAL BREAKER / REFER TO SHEET E-4.01. 27 WEATHERPROOF DATA OUTLET MOUNTED AT +72" AF.F. CENTERED ON DISCONNECT / CONDUCTOR SELECTION. VERIFY LOCATION OF COMPRESSOR 14 TYPICAL OF ALL TELEPHONE OR TELEPHONE/DATA RECEPTACLES: PROVIDE WINDOW. PROVIDE 3/4" CONDUIT INTO ATTIC SPACE FOR LOW VOLTAGE WITH OWNERS REPRESENTATIVE PRIOR TO WORK. RUN 4#10 & 1#10 AND INSTALL A SINGLE (OR MULTI -GANG BOX IF NEAR OTHER POWER OR WIRING. VERIFY LOCATIONS WITH CBAC PM PRIOR TO ROUGH -IN AND GROUND IN 1"C AND USE PVC SCHEDULE 40 UNDERGROUND OUTSIDE ONLY. DATA RECEPTACLES) WITH BLANK COVER PLATE WHERE SHOWN. ROUTE A INSTALLATION. PAINT TO MATCH FACADE. 3/4' EMT CONDUIT WITH PULLSTRING FROM JUNCTION BOX TO ACCESSIBLE 28 DATA OUTLET MOUNTED AT 54" A.F.F., MOUNTED ON VEHICLE LIFT. PROVIDE ATTIC/STORAGE SPACE AND CAP. 3/4" CONDUIT INTO ATTIC SPACE FOR LOW VOLTAGE WIRING (BY OTHERS). 1 s JUNCTION BOX MOUNTED MAX 12" OVER DOOR (LATCH -SIDE) WITH 3/4" VERIFY LOCATIONS WITH CBAC PM PRIOR TO ROUGH -IN AND INSTALLATION. CONDUIT INTO ATTIC SPACE FOR SECURITY WIRING (BY OTHERS). 29 TELEPHONE RECEPTACLE SHALL BE MOUNTED AT +54" A.F.F. TO � BOX ABOVE FINISHED FLOOR. 3o CONNECT GFI RECEPTACLE LOCATED IN THE ATTIC TO THE SAME CIRCUIT MISCELLANEOUS FEEDING THE ATTIC LIGHT. SEE KEYED NOTE #1 ON SHEET E-1.02 TELEPHONE OUTLET 31 SPEAKERS LOCATED ABOVE CEILING IN ATTIC SPACE PROVIDED AND INSTALLED 11 BY LOW VOLTAGE. THERMOSTAT e e o • • • RECEPTACLE 48" MINIMUM UNLESS WALL SWITCH LOCATED ABOVE AN DATA OUTLET OBSTRUCTION SUCH AS A COUNTER. THEN, 42" MAXIMUM. 52" AT SERVICE COUNTER • • RECEPTACLE DATA OUTLET TELEPHONE OUTLET 4 MOUNTING HEIGHT DETAIL SCALE: NONE 6'-10 NOTE: NEED 11 OV 20 AMP CIRCUIT IN ATTIC ABOVE PASSENGER SIDE COLUMN FOR REVERSE CHANNEL LETTER BUILDING LIGHTING. RUN CONDUIT ABOVE LEVEL OF LETTERS, JUST BELOW TRUSS JOISTS. (SIGN CO. WILL RUN PIGTAIL TO BOX) (6) D z i N (DSECURITY RECEPT. +94" REFRIGERATOR +42" GFCI 24 11 PHONEBOARD 20 LUNCH /WORKROOM CONFIGURATION SCALE: NONE NOTE: SEE CML PLANS FOR UTILITY LOCATIONS 1,6 1,2 11 ERVICE DISCONNECT 12'-8' 5'-4' SWITCH 1 B 28F�PART) I UTILITY METER 13 19 ------- ----- — 2s ----- - -+ 4' 0. - C B A + — B %�,p +5 1-25 #10'S 23 I VIA LC -1 12 A GFl LUNCH WORKROOM A-23 C-15 A-21 A-20,2 105 MANAGER I C-13 (PART) B-28 NOTE' 12'-8" J � +54 J (; +54" A-29 ' V AA -3 Tl A-27 (PART) 2'_60 08 10 21 +5544' r — I NEED 110V 20 AMP CIRCUIT IN 17 9 I I I ATTIC FOR LIT CHANNELED 29� III I LOGO BUILDING LIGHTING. RUN B-35 I L��JJ — — — I CONDUIT ABOVE LEVEL OF 0 0 I LOGO, JUST BELOW TRUSS OILET ROOM I JOISTS. (SIGN CO. WILL RUN B-33 T) (:DE ICE 103 I PIGTAIL TO BOX) I 102 C-11 I 14 I ° 18 I B ,7 +36" a o I B-8,10 Y 8-13,15 Y y 69,11 I VIA C- I B-1,3 I A-36 I I ENTRY DROP-OFF --- ___ _-- _______ _= II 22 101 E-1.03 18 +54' I I I I I +540 I 2 — I I _ _ —--ORC--------------- — C -- ---- — — — — — 10 L — — — D VIA LC -1 15 26 I J C-10 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com ELECTRICAL GENERAL NOTES: A. REFER TO SHEET E-0.01 FOR GENERAL NOTES AND SYMBOLS THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEYED NOTES. �1 B. ALL 120V, 20A CONVENIENCE AND TELEPHONE RECEPTACLES IN TECHNICIAN AREA AND PERIMETER WALLS SHALL BE MOUNTED AT +54" A.F.F. UNLESS NOTED OTHERWISE. Q• $E4 C. ALL 120V, 20A CONVENIENCE RECEPTACLES SHALL EITHER HAVE INTERNAL GFCI O Its PROTECTION, OR SHALL BE SERVED BY GFCI RATED BREAKERS PER NEC Poo - ARTICLE 511.12. D. ALL MULTIWIRE CIRCUITS SHALL HAVE A MINIMUM NEUTRAL SIZE OF #10AWG. E. ALL RECEPTACLES IN RECEPTION, OFFICE, SERVICE AREA, AND RESTROOMS SHALL BE MOUNTED AT +24" A.F.F. UNLESS OTHERWISE NOTED.]i .� F. ALL WIRE SIZES SHALL BE #12 THHN/THWN, UNLESS NOTED OTHERWISE. G. ALL CONDUIT SHALL BE 3/4 -EMT, UNLESS NOTED OTHERWISE. PO REGIS H. VERIFY ALL EQUIPMENT, EQUIPMENT PLACEMENT, AND EQUIPMENT MOUNTINGo HEIGHTS WITH OWNER'S REPRESENTATIVE.,; D,RR L p . I. VERIFY ALL EQUIPMENT OVERCURRENT PROTECTION WITH MANUFACTURER. 8{}Y CA NUMBER J. CONDUCTORS HAVE BEEN SIZED FOR A MAXIMUM VOLTAGE DROP OF 2% IN 0 a°°4 '32485 o FEEDERS, AND 3% IN BRANCH CIRCUITS. '/0 LT A0IVAL ti K. ALL OUTLETS, UNLESS OTHERWISE SPECIFIED, TO BE MINIMUM OF 20 AMPS. L. UTILIZE SPARES AS NECESSARY FOR ADDITIONAL ELECTRICAL REQUIREMENTS. 10-28-2020 M. NO WATER PIPING SHALL BE RUN DIRECTLY ABOVE ELECTRICAL PANELS. Date N. ALL 20A, 120V CONVENIENCE RECEPTACLES LOCATED OUTDOORS, IN GARAGE, OR WITHIN 6'-0" OF WATER SUPPLYING PLUMBING FIXTURES SHALL HAVE GFCI Revisions PROTECTION. 0. ALL EXTERIOR HOMERUNS SHALL HAVE A MINIMUM CONDUCTOR SIZE OF 9/18/20 - Issued for CBA #lOAWG. Plan Review P. ALL ADJACENT POWER, DATA, AND TELEPHONE RECEPTACLES SHALL BE GANGED 10/28/20 - Issued for Permit TOGETHER, AS PRACTICAL. Submittal Q. THESE DRAWINGS ARE INTENDED TO BE COMPLETE AT THE TIME OF ISSUE, BUT WILL NOT REFLECT ANY NEW EQUIPMENT OR LIGHTS THAT MAY BE MOVED, ADDED, OR SUBSTITUTED AFTER THE ISSUE DATE. PROVIDE ALL NECESSARY BREAKERS, WIRING, CONDUITS, RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC. FOR EQUIPMENT AND LIGHTS NOT SHOWN ON PLANS OR FOR EQUIPMENT AND LIGHTS THAT HAVE BEEN MOVED, SUBSTITUTED, OR ALTERED. VERIFY ALL ELECTRICAL REQUIREMENTS OF NEW OR ALTERNATE EQUIPMENT AND LIGHTS WITH MANUFACTURER. CONTACT ELECTRICAL ENGINEER IF ANY DISCREPANCIES ARISE. R. ELECTRICAL RECEPTACLES ARE TO BE WHITE IN THE OFFICE AREA WITH WHITE COVERPLATES AND BLACK IN THE SHOP AREA WITH STAINLESS STEEL COVERPLATES. Project NO. 20-13 S. COORDINATE EXACT RECEPTACLE AND DATA MOUNTING HEIGHTS AND LOCATIONS WITH ARCHITECTURAL PLANS. SEE A-10 FOR INTERIOR ELEVATION. Drawn By: �s PbbW ASSo Date: 10/28/20 CAA Sheet Title: o` /60 POWER PLANS Drawing No. n i n ee ri n n c. 796 Merus Court T 636.349.1600 ■ St. Louis, MO 63026 F 636.349.1730 9RH-1-2020 NOTE: 26 — — — — — — — — — — — — — — — — NEED 110V 20 AMP CIRCUIT IN I --�—----------I ------ ATTIC ABOVE PASSENGER SIDE COLUMN FOR REVERSE I NOTE: CHANNEL LETTER BUILDING LIGHTING. RUN CONDUIT I THIS FACILITY IS CONSIDERED A MINOR REPAIR GARAGE ELECTRICAL POWER PLAN Z I ABOVE LEVEL OF LETTERS, I AND FLOOR WORK AREAS SHALL BE UNCLASSIFIED PER 1 SCALE: 1/8"=V-0" / 2,5 JUST BELOW TRUSS JOISTS. ( SIGN CO. WILL RUN PIGTAIL NEC 511.3(C). 2,5 2,0 1.8 1,4 1.0 TO BOX) 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com ELECTRICAL GENERAL NOTES: A. REFER TO SHEET E-0.01 FOR GENERAL NOTES AND SYMBOLS THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEYED NOTES. �1 B. ALL 120V, 20A CONVENIENCE AND TELEPHONE RECEPTACLES IN TECHNICIAN AREA AND PERIMETER WALLS SHALL BE MOUNTED AT +54" A.F.F. UNLESS NOTED OTHERWISE. Q• $E4 C. ALL 120V, 20A CONVENIENCE RECEPTACLES SHALL EITHER HAVE INTERNAL GFCI O Its PROTECTION, OR SHALL BE SERVED BY GFCI RATED BREAKERS PER NEC Poo - ARTICLE 511.12. D. ALL MULTIWIRE CIRCUITS SHALL HAVE A MINIMUM NEUTRAL SIZE OF #10AWG. E. ALL RECEPTACLES IN RECEPTION, OFFICE, SERVICE AREA, AND RESTROOMS SHALL BE MOUNTED AT +24" A.F.F. UNLESS OTHERWISE NOTED.]i .� F. ALL WIRE SIZES SHALL BE #12 THHN/THWN, UNLESS NOTED OTHERWISE. G. ALL CONDUIT SHALL BE 3/4 -EMT, UNLESS NOTED OTHERWISE. PO REGIS H. VERIFY ALL EQUIPMENT, EQUIPMENT PLACEMENT, AND EQUIPMENT MOUNTINGo HEIGHTS WITH OWNER'S REPRESENTATIVE.,; D,RR L p . I. VERIFY ALL EQUIPMENT OVERCURRENT PROTECTION WITH MANUFACTURER. 8{}Y CA NUMBER J. CONDUCTORS HAVE BEEN SIZED FOR A MAXIMUM VOLTAGE DROP OF 2% IN 0 a°°4 '32485 o FEEDERS, AND 3% IN BRANCH CIRCUITS. '/0 LT A0IVAL ti K. ALL OUTLETS, UNLESS OTHERWISE SPECIFIED, TO BE MINIMUM OF 20 AMPS. L. UTILIZE SPARES AS NECESSARY FOR ADDITIONAL ELECTRICAL REQUIREMENTS. 10-28-2020 M. NO WATER PIPING SHALL BE RUN DIRECTLY ABOVE ELECTRICAL PANELS. Date N. ALL 20A, 120V CONVENIENCE RECEPTACLES LOCATED OUTDOORS, IN GARAGE, OR WITHIN 6'-0" OF WATER SUPPLYING PLUMBING FIXTURES SHALL HAVE GFCI Revisions PROTECTION. 0. ALL EXTERIOR HOMERUNS SHALL HAVE A MINIMUM CONDUCTOR SIZE OF 9/18/20 - Issued for CBA #lOAWG. Plan Review P. ALL ADJACENT POWER, DATA, AND TELEPHONE RECEPTACLES SHALL BE GANGED 10/28/20 - Issued for Permit TOGETHER, AS PRACTICAL. Submittal Q. THESE DRAWINGS ARE INTENDED TO BE COMPLETE AT THE TIME OF ISSUE, BUT WILL NOT REFLECT ANY NEW EQUIPMENT OR LIGHTS THAT MAY BE MOVED, ADDED, OR SUBSTITUTED AFTER THE ISSUE DATE. PROVIDE ALL NECESSARY BREAKERS, WIRING, CONDUITS, RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC. FOR EQUIPMENT AND LIGHTS NOT SHOWN ON PLANS OR FOR EQUIPMENT AND LIGHTS THAT HAVE BEEN MOVED, SUBSTITUTED, OR ALTERED. VERIFY ALL ELECTRICAL REQUIREMENTS OF NEW OR ALTERNATE EQUIPMENT AND LIGHTS WITH MANUFACTURER. CONTACT ELECTRICAL ENGINEER IF ANY DISCREPANCIES ARISE. R. ELECTRICAL RECEPTACLES ARE TO BE WHITE IN THE OFFICE AREA WITH WHITE COVERPLATES AND BLACK IN THE SHOP AREA WITH STAINLESS STEEL COVERPLATES. Project NO. 20-13 S. COORDINATE EXACT RECEPTACLE AND DATA MOUNTING HEIGHTS AND LOCATIONS WITH ARCHITECTURAL PLANS. SEE A-10 FOR INTERIOR ELEVATION. Drawn By: �s PbbW ASSo Date: 10/28/20 CAA Sheet Title: o` /60 POWER PLANS Drawing No. n i n ee ri n n c. 796 Merus Court T 636.349.1600 ■ St. Louis, MO 63026 F 636.349.1730 9RH-1-2020 4,0 COMPRESSOR 109 3,0 rF I 4,0 3,0 2T-2" F 21'-0" o v o +54° RH 2 E-21 B-25������(FiART)Typ 25 ELECTRICAL H I AC PLAN 1 Z SCALE: 1/8"=1'-0" 2,5 2,6 1,6 1,2 29'-8" I 25-4w 16•_2" SFPANEL , . - — — — — — ----- 6 SIF 1 PANEL C ---- -- — — ra — — 7 —� —F RH\ 4-B-23 A-2 M I 2 3/B- (per 54" I LUNCH/WOR ROO M MAN ER M+54" B-38 s I B-21 (PART) (TYP.) I FF it \ B-38 III 7 (PART) ECF ICuW CIS I AH r M --- I 2 7 1 N=3 I SERVICE (per 3-29 I � 102 = _ A-38 - 10 ENTRY DROP-OFF 101 TOILET ROOM - 103 1 861-- --6womsel—I---------I--------- ----- c PM 100 ------------- I I I I 2,5 2,0 1,8 1,4 1,0 NOTE: THIS FACILITY IS CONSIDERED A MINOR REPAIR GARAGE AND BOOR WORK AREAS SHALL BE UNCLASSIFIED PER NEC 511.3(C). NOTE: 1. REFERENCE MECHANICAL SHEETS FOR UNCLASSIFIED VENTILATION REQUIREMENTS. 2. CLASSIFIED / UNCLASSIFIED BOUNDARIES -THE WHOLE BUILDING IS UNCLASSIFIED. ELECTRICAL KEYED NOTES: O PROVIDE A 30A, 3P, NF, NEMA 3R DISCONNECT SWITCH ON EXTERIOR WALL FOR CU -1 SHUTOFF. DISCONNECT AND DUPLEX LOCATED 4'-6" OFF BACK WALL. FINAL CONNECTIONS SHALL BE MADE VIA SEALTITE FLEXIBLE CONDUIT. O2 PROVIDE A 20A, 1P MOTOR RATED TOGGLE SWITCH FOR AHU-1 DISCONNECT. FINAL CONNECTIONS SHALL BE MADE VIA FMC. 3O ELECTRICAL CONTRACTOR AND MECHANICAL CONTRACTOR SHALL COORDINATE LOCATIONS OF RADIANT HEATERS AND HIGH BAY "M" FIXTURES. O4 EXHAUST FAN TO BE CENTERED OVER TOILET. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. O5 TYPICAL OF (4): PROVIDE A 30A, 1P MOTOR RATED TOGGLE SWITCH FOR RADIANT HEATER DISCONNECT. FINAL CONNECTIONS SHALL BE MADE VIA SEALTITE FLEXIBLE CONDUIT. O6 PROVIDE A FLEXIBLE CONNECTION AT +156" A.F.F. TO ELECTRIC ACTUATOR IN MECHANICAL INTAKE LOUVER. COORDINATE WORK WITH MECHANICAL CONTRACTOR. SEE WIRING DIAGRAM 2/E-5.01. O7 COORDINATE EXACT LOCATION OF THERMOSTAT WITH MECHANICAL PLANS AND MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. O8 TYPICAL OF (4) PROVIDE A NEMA 5-20 DUPLEX RECEPTACLE AT +96" A.F.F. FOR OSCILLATION FAN POWER CONNECTION. PROVIDE SPST SWITCHES AT +54" A.F.F. TO CONTROL THESE RECEPTACLES. MOUNT RECEPTACLE AND SWITCH VERTICALLY ALIGNED WITH FAN. O9 E.C. SHALL PROVIDE, INSTALL AND WIRE A SMOKE DETECTOR IN THE RETURN DUCT OF FAN COIL UNIT #1. CONNECT TO FAN COIL UNIT #1 CONTROL CIRCUIT SO THAT IN THE EVENT OF A SMOKE DETECTION THE FAN WILL SHUT DOWN. 10 WIRE EXHAUST FAN EF -3 AND EF -4 PER DIAGRAM 2/E-5.01. 11 PROVIDE A 30A, 1P, NF, NEMA 3R DISCONNECT SWITCH IN COMPRESSOR 109 FOR WALL MOUNTED ELECTRIC UNIT HEATER. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN AND INSTALLATION. 12 PROVIDE A FLEXIBLE CONNECTION TO ELECTRIC ACTUATOR IN MECHANICAL INTAKE LOUVER. COORDINATE WORK WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN AND INSTALLATION. SEE WIRING DIAGRAM 2/E-5.01. ELECTRICAL GENERAL NOTES: A. REFER TO SHEET E-0.01 FOR GENERAL NOTES AND SYMBOLS THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEYED NOTES. B. ALL 120V 20A CONVENIENCE AND TELEPHONE RECEPTACLES IN REPAIR AREA AND PERIMETER WALLS SHALL BE MOUNTED AT +54" A.F.F. UNLESS NOTED OTHERWISE. C. ALL 120V 20A CONVENIENCE RECEPTACLES SHALL EITHER HAVE INTERNAL GFCI PROTECTION, OR SHALL BE SERVED BY GFCI RATED BREAKERS PER NEC ARTICLE 511.12. D. ALL MULTIWIRE CIRCUITS SHALL HAVE A MINIMUM NEUTRAL SIZE OF #10AWG. E. ALL RECEPTACLES IN RECEPTION, OFFICE, SERVICE AREA, AND RESTROOMS SHALL BE MOUNTED AT +24 "A.F.F. UNLESS OTHERWISE NOTED. F. ALL WIRE SIZES SHALL BE #12 THHN/THWN, UNLESS NOTED OTHERWISE. G. ALL CONDUIT SHALL BE 3/4 -EMT, UNLESS NOTED OTHERWISE. H. VERIFY ALL EQUIPMENT, EQUIPMENT PLACEMENT, AND EQUIPMENT MOUNTING HEIGHTS WITH OWNER'S REPRESENTATIVE. I. VERIFY ALL EQUIPMENT OVERCURRENT PROTECTION WITH MANUFACTURER. J. CONDUCTORS HAVE BEEN SIZED FOR A MAXIMUM VOLTAGE DROP OF 2% IN FEEDERS, AND 3% IN BRANCH CIRCUITS. K. ALL OUTLETS, UNLESS OTHERWISE SPECIFIED, TO BE MINIMUM OF 20 AMPS. L. UTILIZE SPARES AS NECESSARY FOR ADDITIONAL ELECTRICAL REQUIREMENTS. M. NO WATER PIPING SHALL BE RUN DIRECTLY ABOVE ELECTRICAL PANELS. N. ALL 20A 120V CONVENIENCE RECEPTACLES LOCATED OUTDOORS, IN GARAGE, OR WITHIN 6'-0" OF WATER SUPPLYING PLUMBING FIXTURES SHALL HAVE GFCI PROTECTION. 0. ALL EXTERIOR HOMERUNS SHALL HAVE A MINIMUM CONDUCTOR SIZE OF #10AWG. P. ALL ADJACENT POWER, DATA, AND TELEPHONE RECEPTACLES SHALL BE GANGED TOGETHER, AS PRACTICAL. Q. THESE DRAWINGS ARE INTENDED TO BE COMPLETE AT THE TIME OF ISSUE, BUT WILL NOT REFLECT ANY NEW EQUIPMENT OR LIGHTS THAT MAY BE MOVED, ADDED, OR SUBSTITUTED AFTER THE ISSUE DATE. PROVIDE ALL NECESSARY BREAKERS, WIRING, CONDUITS, RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC. FOR EQUIPMENT AND LIGHTS NOT SHOWN ON PLANS OR FOR EQUIPMENT AND LIGHTS THAT HAVE BEEN MOVED, SUBSTITUTED, OR ALTERED. VERIFY ALL ELECTRICAL REQUIREMENTS OF NEW OR ALTERNATE EQUIPMENT AND LIGHTS WITH MANUFACTURER. CONTACT ELECTRICAL ENGINEER IF ANY DISCREPANCIES ARISE. R. ELECTRICAL RECEPTACLES ARE TO BE WHITE IN THE OFFICE AREA WITH WHITE COVERPLATES AND BLACK IN THE SHOP AREA WITH STAINLESS STEEL COVERPLATES. S. COORDINATE RECEPTACLE AND DATA MOUNTING HEIGHT AND LOCATION WITH ARCHITECTURAL PLANS A-7 AND A-7.2. s p'be0ct,4ss0 CAA o• Engineering Inc. 796 Merus Court T 636349.1600 St. Louis, MO 63026 F 636349.1730 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com ����y0 REG7S� pa016 I + DARR'F L, e a ROY CA 7 NUMBER tltl 32485 a 6 { X. QQO 096 466a6�6,9 NAL .,- 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: MECHANICAL POWER PLAN Drawing No. ■ 9RH-1-2020 INSTALL 1/2" PLYWOOD r — — — — — 1 COMneuNirannNs anaRp, � RE/FeRFTO NO #3g ON ASH T F�-1.03 I m I 1CONArchiteds i va 4--- cDo r 1c) cDo r --a t t—_ cl 1._O. 703 San Ysidro Trail Mansfield, Texas 76063 S�— S—Y �—�� � \ Q'—� � \� \ � 4•—� Phn:817.946.7503 CASED 0 0 � icon-arch@outlook.com OPENING L 30-00 Q� a 5 LUNCH WORK 105 4 LUNCH WORK 105 3 LUNCH WORK 105 LUNCH WORK 105 2 � SERVICE 102 SCALE: 3/8" = 1'— 0" SCALE: 3/8' = 1'— 0" SCALE 3/8" = 1'— 0' SCALE: 3/8" = 1'— 0' SCALE: 3/8' = 1'— 0' O LOW VOLTAGE �r 4" � � +� CID �0 COORDINATION NOTE: � � G.C./ELECTRICAL SUBCONTRACTOR IS � � RESPONSIBLE FOR COORDINATING / �� � INSTALLATION OF LOW VOLTAGE WIRING WITH � ❑❑❑❑ �j OWNERS PREFERRED SUBCONTRACTOR. ^ O V a CONTACT GREG MARTIN, AT A MINIMUM, ONE 3'-6" \ 3'—B" 8" \ � � _V,, � MONTH IN ADVANCE OF NEEDING LOW • VOLTAGE WIRE PULLED AND COORDINATE �\ �O mO THROUGHOUT CONSTRUCTION PROCESS. ■m (ELECTRICAL SUB STILL TO PROVIDE I I I ROUGH—IN FOR LV) T—i _ GREG MARTIN � a PH: 214-702-2350 GMARTIN@l.1CSAWY.COM MANAGERS OFFICE 104 MANAGERS OFFICE 104 MANAGERS OFFICE 104 MANAGERS OFFICE 104 TOILET ROOM 103 19 SCALE: 3/8• _ ,t- o• 18 SCALE: 3�8• _ ,t- o• 17 SCALE: 3/8• _ ,1- o• 16 s��: 3�8• _ ,I- on 15 SCALE: 3/8• _ ,l- on � ELECTRICAL ELEVATIONS � COORDINATE EXACT MOUNTING HEIGHT WITH \ �j , _ _��•IPoo� ARCHITECTURAL PLANS. SEE A-10 FOR � � ` 4—� � � O p INTERIOR ELEVATION FINISH NOTES. SEE MEP DRAWINGS FOR MORE INFORMATION ON MECHANICAL/ELECTRICAL/PLUMBING F F � � INSTALLATION. / $ �, i ID CD Ry FT I fGIST bARRFoL ROY CA TECH. RESTROOM 107 TECH. RESTROOM 107 TECH. RESTROOM 107 TECH. RESTROOM 107 TOILET ROOM 103 TOILET ROOM 103 TOILET ROOM 103 NUMBER 14 � � 3 1� 2 1� � t10 9 8 Amo'., 32485 SCALE: 3/8 = 1— 0 SCALE: 3/8 = 1— 0 SCALE: 3/8 = 1— 0 SCALE: 3/8 = 1— 0 SCALE: 3/8" = 1'— 0' SCALE: 3/8" = 1'— 0" SCALE: 3/8" = 1'— 0° .�F °'a•,.,. ,..•• ��a`� 1 ....... L ?7L 10-28-2020 I IN- � I Date ALARM PANEL ❑❑❑❑ �\ �\ ..... 1 I Revisions THERMOSTAT 2'-9'..3'—'.i�', , , , , , 6' OPEN SWITCHES b Plan/Rev Review for CBA CASED � CASED CASED-IF_1F_1F_1F_1[:] OPENING Ift9� � I OPENING OPENING � —`; 10/28/20 -Issued for Permit � Submittal 1 17 Iv SERVICE 102 r SERVICE 102 SERVICE 102 � RECEPTION /WAITING 101 7 SCALE: 3/8° = 1'— 0° V SCALE: 3/8" = 1'— 0° � SCALE: 3/8° = 1'— 0" � SCALE: 3/8" = 1'— 0" \ / �1'-4' � Project No. 20-13 OUTLETS AT I ■ I OUTLETS AT Pbn°'�gsse Drawn By: \ / CUSTOMER L---- J CUSTOMER ale, Adm SEATING TO � � � \ / HAVE USB � \\ � SEATING TO " � Date: 10/28/20 \ \ / \ \ / \\ ❑❑❑❑ \� HAVE USB \\ ........... �� � PORTS PORTS CAA OPEN OPEN 9" 4' 0" 4'70" � 1'-8" Z� 8' G' o OUTLETS AT � . a n J — _ D CUSTOMER SEATING g h Til s' TO HAVE USB PORTS —\ Sheet Title: B I 1 0" \ . ELECTRICAL ........ .......... INTERIOR � b ELEVATIONS —V \H� V_ Drawing No. 3 RECEPTIONZWAITING 101 2 RECEPTION WAITING 101 � RECEPTION WAITING 101 Engineering Inc. � � E-2 01 $��: 3�8� — ��— 0� $�li�: 3�8� — ��— 0' SCALE: 3/8� — ��— DA 796 Merus Court T 636349.1600 ■ St. Louis, MO 63026 F 636349.1730 9RH-1-2020 PAINT COMP. AIR LINES TO MATCH WALL, TYP. NL of X -6w Q o SWITCH FOR UJ HEATER UJ DISCONNECT UJ of PAINT POL02 J U PAIN COLOR I - sp I of QUAD o C IL TANK w LOUVER L-1, REF: MECH, TO BE LOCATED AT THE PILASTER CENTERLINE BETWEEN BAYS 8&9. CENTER OIL LINE ACROSS FROM PILASTER BTWN BAY 6 & 7 FOR 'FAN 121-80 T—STAT SWITCH/ HEATER 3 & 4 It LONG SECTION 3 LOOKING TO BACK OIL LINE AT 102" A.F.F. SECURED TO THE WALL VIA UNI—STRUT, PAINTED PC -12 TO MATCH WALL DUPLEX_ $i_ w FOR FAN W_$w 1 11 11 n QUAD go s SWITCH/ HOSE DUPL� F �R BIB O N 7 E E WASH- SHOP SINK LOCATION7 LOCATION ■QUAD41 4? it 111, 11 it if 100DUOUD 00 U1111111111111 191 if 11 )(it JL +14'-1 1Z2" A.F.F. GARAGE CEILING B.O. TRUSS PAINT COMP. AIR LINES TO SCHEDULED Q Q MATCH WALL, TYP. _ DOOR AND TRACK W W $-Ow � PAINT COLOR � cn PC -12 cn _ m � Z HINT COLOR � HOSE 'r � o � PC -7 0 � BIB � U s0 Z U s s0 ,■ � ' ' 2207%. 220 O QUAD O � � ; '� ■ '� � p ■ .O � m � OIL TANK N � OUT ET � QUAD OUT ET � FINISH FLOOR 89 0 1/4!p 69�Ow 69 .00 PENETRATION THROUGH WALL FOR SUPPLY LINE FROM COMPRESSOR ROOM CROSS SECTION Lso- ,2 8 ,2 6 2i�2w CROSS SECTION r;-�LOOKING CENTER OIL LINE ACROSS FROM PILASTER BTWN -BAY 3 & 4 DUPLEX 6i_� Ow FOR FAN PHONE/DATA QUAD OIL LINE NOTES: — OIL LINES IN TECH AREA WILL BE PROVIDED AND INSTALLED BY OWNERS VENDOR. — G.C. TO PAINT OIL LINES AFTER INSTALLATION TO MATCH ADJACENT SURFACE. — OIL LINE TO BE 5/899 O.D., 0.049 WALL SEAMLESS HYDRAULIC TUBE, CODE J524 — OWNERS VENDOR TO BLOW LINE OUT AND PRESSURE TEST. FIRE EXTINGUISHER +9'-1 1/2" A.F.F. OFFICE CEILING B.O. TRUSS j FINISH FLOC 12', I s0 WORK BENCH 3" CONDUIT MOUNTED AT 78" A.F.F. AND RUN INTO ATTIC SPACE FOR LOW VOLTAGE 11 11 �,WIRING D EX PAINT COLOR +8'-0" A.F.F. PC -12 ECH RESTROOM CEILIN PAINT COLOR FOR FAI�k_4w 10' -Ow T—STAT�o ■ QUAD � HEATER SWI H/ PHONE m � � 1 & 2 R N BOTTOM OFRACEWAY 3" CONDUIT MOUNTED AT 78" A.F.F. AND RUN INTO ATTIC SPACE FOR LOW VOLTAGE WIRING �+14'-1 1Z2" AT ELECTRIC WATER SERVICE 2'-0" MIN. AB VE FINISH PANELS ENTRY TIGHT FLOOR � TO CORNER OKING TO COMPRESSOR ROOM 2 n �_ n C: 3/16 = 1 0 FIRE EXTINGUISHER +9'-1 1/2" A.F.F. OFFICE CEILING B.O. TRUSS j FINISH FLOC 12', I s0 WORK BENCH 3" CONDUIT MOUNTED AT 78" A.F.F. AND RUN INTO ATTIC SPACE FOR LOW VOLTAGE 11 11 �,WIRING D EX PAINT COLOR +8'-0" A.F.F. PC -12 ECH RESTROOM CEILIN PAINT COLOR FOR FAI�k_4w 10' -Ow T—STAT�o ■ QUAD � HEATER SWI H/ PHONE m � � 1 & 2 R N BOTTOM OFRACEWAY 3" CONDUIT MOUNTED AT 78" A.F.F. AND RUN INTO ATTIC SPACE FOR LOW VOLTAGE WIRING �+14'-1 1Z2" AT ELECTRIC WATER SERVICE 2'-0" MIN. AB VE FINISH PANELS ENTRY TIGHT FLOOR � TO CORNER PLYWOOD FINISH TO CEILING AT PILASTERS AT GARAGE DOORS, TYP. 0 Ell I N I 1�0111 Ell 1�� 1�=W 1�� I I A.F.F. � GARAGE CEILING B.O. TRUSS WATER HEATER, HOLD TIGHT TO BACK WALL, RE: PLUMBING 4'x4'x1 /2" PLYWOOD PHONE BOARD, TOP MOUNTED AT 7'-0" A.F.F., PAINTED W/FIREPROOF PAINT TO MATCH WALL, SEE E4.01 IRRIGATION PANEL PHONE BOX WATER SERVICE ENTRY, HOLD TIGHT IN CORNER #6 GROUND TO GROUND ROD FW7 Room. MMMEM." w 2" CONDUIT FOR TELEPHONE 1" CONDUIT FOR IRRIGATION F VUN I AINS W/ICU I I Lt FILLER AND W/APRON, RE: PLUMB SCALE: 3/16 = 1'— 0" TO OFFICE +14'-1 1/2" A.F.F. GARAGE CEILING `f B.O. TRUSS PAINT COMP. AIR LINES TO MATCH WALL, TYP.LU w DOOR SECURITY BAR X � MOUNTED TO WALL DURING BUSINESS D o HOURS o, s � FIRE EXTINGUISHER o Us. 0,_ 0„ �,pbvtt psSCAA 6 FINISH FLOOR Engineering Inc. 796 Mens Court T 636349.1600 St. Louis, MO 63026 F 636349.1730 loppp- 1CONArchiteds 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.comOPEN\L U) (p Q) V 0 cc CID 10-28-2020 Date Revisions 9/18/20 -Issued for CBA Plan Review 10/28/20 -Issued for Permit Submittal Project No. 20-13 Drawn By. Date: 10/28/20 Sheet Title: ELECTRICAL BUILDING SECTIONSE�3 0 01 Drawing No. 9RH-1-2020 on MOTOR RATE SWITCH 120V. CIRCUIT -SEE PLANS L N o-�'i 20V, 10 MOTOR KEYED NOTES: DISCONNECT SWITCH AT MOTOR WHERE O INDICATED ON DRAWING OR REQUIRED BY CODE. DISCONNECT FURNISHED BY M.C. AS PART OF FAN WHEN MOTOR IS ROOF FAN. 0 120V, MOTOR OPERATED LOUVER BY M.C. MOTOR RATED DISCONNECT BY E.C.. CV" A I IST CA AI //Z %A/Ir)IAI/'% MCTA II NOT TO SCALE IRE AND CONDUIT. CONDUIT TO DESIGNATION INDICATED. III ROUND CONNECTION TO GROUNDED BOX OR AS OTHERWISE REQUIRED L — — — — UTLET BOX SECURED TO STRUCTURE ABOVE WITH APPROVED BRACKET. KELLEMS STRAIGHT GRIP (NYLON FITTING W/STEEL GRIP) 074-01-* (OR EQUAL) SO -CABLE * W/GROUND KELLEMS 1—GRIP (OR EQUAL) 073-10—* SERIES * NOTE: SO—CABLE WIRE SIZE (AWG GAUGE) AND COUNT AS REQUIRED. SELECT GRIPS TO MATCH OUTSIDE DIAMETER OR SO—CABLE FOR EACH OCCURRENCE. OTORIZED LIFT CONTROLLER TYPICAL SO DROP CORD DETAIL NOT TO SCALE NO.12 INDEPENDENT SUPPORT WIRES ON OPPOSITE DIAGONAL CORNERS FASTENED TO STRUCTURE ABOVE RECESSED TROFFER NON -SEISMIC SUPPORTED TEE FIXTURE RETAINER CLIPS BAR CEILING (4) PER 2'X4' OR (2) PER 2'X2' ON ENDS OR SIDES TYPICAL LIGHT FIXTURE HANGERS GROUND BUS IN SERVICE ENTRANCE PANEL GROUND WIRE SIZE PER ELECTRICAL RISE DIAGRAM 6" COMPACTED NOT TO SCALE TO MAIN WATER PIPE. CONNECT AHEAD OF MAIN SHUT—OFF VALVE. TYPE. 'VN' EXOTHERMIX WELD. NEUTRAL BONDING JUMPER TO BUILDING— STEEL. TYPE 'VS' EXOTHERMIC WELD #1 AL TYPE 'GR' EXOTHERMIC WELD COPPER CLAD GROUND ROD 5/8" X 10' I° o• 0 0• r • 0 0 0 0 0 0 SECURE THREADI BOTTOM CHORI WITH APPROVE SUSPEND TO HEIGHT AS DIRECT SECURELY FASTEN LUMINAIRES TO CHANNEL STI GROUNDING JUMPER AROUND INSULATED METER, VALVE, ETC. DEN JOIST HANGER ROD ;HEDULE FOR ID REFER TO PLANS FOR MOUNTING HEIGHTS. STRIP LUMINAIRE DETAIL NOT TO SCALE " X 114n X 12" CU GROUNDING BUS LOCATED AT TTB 0 O O ° O ° 0 0 0 0 00 2" X 1/4- X 12" CU GROUNDING BUS LOCATED AT TTB SERVICE ENTRANCE GROUND DETAIL NOT TO SCALE BUILDING WALL-------"'-- NTERIOR POLYETHEYLENE RED MARKER TYPE WITH REPETITIVE MESSAGE "ELECTRICAL LINES" BURIED APPDX. 8" BELOW FINISH GRADE LT MIN. 'ACTED BACKFILL CIVILL ENGINEER SCH. 40 PVC CONDUIT CONDUIT SUPPORT SADDLES FINISH GRADE I-� 4' MAX 18" 1 *SEE NOTE FQS 0 0 0 0 0 001 0 0 0 0 0 CONCRETE FLOOR RIGID STEEL CONDUIT (BRANCH FEEDER) NOTE: [-RIGID TO PVC CONDUIT CONDUITS PENETRATING SLAB IN GARAGE COUPLING ADAPTER AREA TO BE UNBROKEN FROM A POINT NOT LESS THAN 30" ABOVE SLAB TO A POINT NOT LESS THAN 12" BELOW SLAB TYPICAL UNDERGROUND CONDUIT RUN NOT TO SCALE 120v, io corrrRoL Poway FROM PANEL A o --N CKT. 21 OF AUTO PANEL A �Q � -0OFF 1. EXOTHERMIC WELD DESIGNATION INDICATED ABOVE ARE ERICO "CADWELD". APPROVED UL LISTED MECHANICAL AND COMPRESSION GROUNDING DEVICES ARE ACCEPTABLE. 2. ALL GROUND BUS CONNECTIONS TO BE MADE WITH 2 -HOLE COMPRESSION TYPE CONNECTORS. BUS SHALL BE INSULATED FROM ITS SUPPORT AND SHALL MAINTAIN A 2" SPACING FROM WALL. 3. ALL WIRING SHALL BE TYPE THHN/THWN. 4. MAIN GROUP RODS ARE TO BE LOCATED AT SERVICE ENTRANCE WITH SIZE AND QUANTITY PER SPECIFICATIONS. EXOTHERMIX WELD TO CONCRETE—ENCASED ELECTRODE (REBAR). COORDINATE INSTALLATION WITH STRUCTURAL PRIOR TO FOUNDATION / SLAB POUR. BASE OF PHOTOCELL PANEL A CKT. 5 TO PHOTOCELL LOCATED ON ROOF C1 LC -1 ELECTRICALLY -HELD MULTI -POLE CONTACTOR TO EXTERIOR LIGHTING 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com HOA SWITCHC2 CKT. 7 Tn I � Tf1 ���TO UGHiING IOR V 1 V CKT. 10 Tin IC3 BUILDING SIGN ^ 1 CKT. 15 � n ��� BUILDING SIGN � � Do!� T• CKT. 23 C5 � BUILDING SIGN O P=4 4J cc CKT. 33 Tn I Cs I � MONUMENT SIGN � � CID C) M U CKT. 14 q7 � POLE LIGHTS N u 0 a a EXTERIOR LIGHTING CONTROLLED BY PHOTO—CONTROL � � NOT TO SCALE 0 T Irl 24" RD LINE TYPICAL POLE BASE DETAIL FIXTURE SCALE: NO SCALE s pbbatt psso N C. o` jQeIng Engineering Inc. 796 Merus Court T 636349.1600 St. Louis, MO 63026 F 636349.1730 r ��,�d•,e 4{1 1� o, 1ARRF L ROY CA NUMBER 32485 tl�960 Q.a (�Aa6600 NAL 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: ELECTRICAL DETAILS Drawing No. E-5.01 9RH-1-2020 A PANEL SCHEDULE CKT. NO CKT. BRKR TYPE LOAD S ERVTED CONN. VA PLL CONN. VA LOAD SERVED TYPE CKT. BRKR. CKT. NO AMPS P P AMPS 1 20 1 R ENTRY / DROP-OFF RECEPTS. 540 A 180 EF -1, EF -2 M1 1 20 2 3 20 1 R ENTRY/DROP-OFF COUNTER RECEPTS. 720 B 180 RESTROOM RECEPTS. R 1 20+G 4 5 20 1 R SERVICE COUNTER RECEPTS. 960 C 540 SERVICE COUNTER RECEPTS. R 1 20 $ 7 20 1 R SERVICE TV RECEPTS. 540 A 720 SERVICE COUNTER RECEPTS. R 1 2.0 8 9 20 1 R MANAGER'S RECEPTS. 720 B 1200 MICROWAVE R 1 20+G 10 11 20 1 R MANAGER'S RECEPTS. 360 C 200 SECURITY EQUIP. RECEPT. R 1 20 12 13 20 1 R WORKROOM DESK RECEPT. 720 A 360 WORKROOM RV RECEPT. R 1 20 14 15 20+G 1 R WORKROOM COUNTER RECEPT. 240 B 1000 REFRIGERATOR R 1 20+G 16 17 20 1 1 R COUNTER RECEPTS. 360 C 540 PARTS SHELVES RECEPTS. R 1 20 18 19, 20 1 R SHOP TV RECEPT. 360 A 1250 WATER HEATER - W 2 - 20 - 20 21 20 1 R PHONE EQUIP. RECEPTS. 500 B 1250 W 22 23 20+G 1 R SHOP QUAD 1 720 C 720 SHOP QUAD 5 R 1 20+G 24 25 20+G 1 R SHOP QUAD 2 720 A 720 SHOP QUAD 6 R 1 20+G 2$ 27 20+G 1 R SHOP QUAD 3 720 B 540 SHOP QUAD 7 R 1 20+G 28 29 20+G 1 R SHOP QUAD 4 720 C 720 SHOP QUAD 8 R 1 20+G 30 31 20 1 R SERVICE DESK RECEPTACLES 540 A 960 WATER COOLER R 1 20+G 32 33 20 1 R EXTERIOR CONY. RECEPTS. 540 B 360 SHOP CONY. RECEPTS. R 1 20+G 34 35 20 1 H AHU-1 1368 C 360 SHOP CONV. RECEPTS. R 1 20+G 38 37 2.5 - - 3 - I - M3 COMPRESSOR - - 1320 A 3,718 PANEL C - - PHAS EC 3 - - 60 - - 38 39 M3 1320 B 5,530 40 41 M3 1320 C 3,028 42 +L = LOCK ON DEVICE +R = RED MARK ON BREAKER +H =HACR / +SW= SWD RATED BREAKER PHASEA 12,648 +ST =SHUNT TRIP BREAKER +G = GFCI (5mA) / +GE = GF EQUIPMENT PROTECTION (30mA) +A =AFCI BREAKER / +AG = AFCI / GFCI COMBO BREAKER PRASEB 14,820 PHASEC 11,916 EXISTING CIRCUITS WITH NO WORK IS SHOWN AS lower case LETTERS. NEW OR MODIFIED CIRCUITS ARE SHOWN AS UPPER CASE LETTERS. B PANEL SCHEDULE CKT. NO CKT. BRKR. TYPE LOAD S ERV ED CONN. VA PLL CONN. VA. LOAD S ERVED TYPE CKT. BRKR. CKT. NO AMPS P P AMPS 1 30 - 2 - M1 AUTO LIFT BAY 1 1373 A 2162 CU -1 - - X1 3 - - 30 - - 2 3 M 1 1373 B 2162 X1 4 5 30 - 2 - M1 AUTO LIFT BAY 2 1373 C 2162 X1 6 7 Mi 1373 A 1373 AUTO LIFT BAY 6 Mi 2 - 30 - 8 9 30 - 2 - Mi AUTO LIFT BAY 3 1373 B 1373 Mi 10, 11 M1 1373 C 1373 AUTO LIFT BAY 7 M1 2 - 30 - 12 13 30 - 2 - M1 AUTO LIFT BAY 4 1373 A 1373 Mi 14 15 M1 1373 B 1373 AUTO LIFT BAY 8 M1 2 - 30 - 16 17 30 - 2 - Mi AUTO LIFT BAY 5 1373 C 1373 M 1 18 19 M1 1373 A 1373 AUTO LIFT BAY 9 M1 2 - 30 - Z0 21 20 1 HO RH-1 & RH-2 1056 B 1373 M1 22 23 20 1 H SF -1 750 C 750 SF -2 H 1 20 24 25 20 1 H SF -3 750 A 750 SF -4 H 1 20 28 27 20 1 H EF -3 1656 B 720 IRRIGATION R 1 20+G 28 29 20 1 HO RH-3 & RH-4 1056 C 1200 BRAKE LATHE R 1 20 30, 31 20+G 1 R CORD REEL 1 900 A 1560 PARTS WASHER - R 2 - 50 - 32 33 20+G 1 R CORD REEL 2 720 B 1560 R 34 35 20 1 H L-1 300 C 1000 TIRE CHANGER R 1 20 36 37 20 - 2 - R TIRE BALANCER - 1118 A 360 COMPRESSOR RM. CONV. RECEPT. R 1 20 38 39 R 1118 B 400 EF -4 AND EF -5 H 1 20 40 41 20 1 HO EUH-1 1000 C 200 L-3 H 1 20 42 +L = LOCK ON DEVICE +R = RED MARK ON BREAKER +H = HACR / +SW= SWD RATED BREAKER PLLASEA 17,211 +ST =SHUNT TRIP BREAKER +G = GFCI (5mA) / +GE = GF EQUIPMENT PROTECTION (30mA) +A = AFCI BREAKER / +AG = AFCI / GFCI COMBO BREAKER PHAS EB 17,630 PHAS EC 15,283 EXISTING CIRCUITS WITH NO WORK IS SHOWN AS lower case LETTERS. NEW OR MODIFIED CIRCUITS ARE SHOWN AS UPPER CASE LETTERS. C PANEL SCHEDULE CKT. NO CKL BRKR. TVTTE LOAD S ERY ED CONN. VA PLL CONN. i A LOAD S ERVED TYPE CKT. BRKR. CKT. NO AMPS P P AMPS 1 20 1 L MANAGER/ WORKROOM LIGHTING 135 A 960 TECHNICIAN AREA LIGHTING 1 L 1 20 2 3 20 1 L ENTRY / RESTROOM LIGHTING 247 B 1128 TECHNICIAN AREA LIGHTING 2 L 1 30 4 5 20 1 L LC -1 300 C 1128 TECHNICIAN AREA LIGHTING 3 L 1 20 8 7 20 1 EL EXTERIOR LIGHTING (FRONT) 484 A 139 TECHNICIAN AREA NIGHT LIGHTINH L 1 20 8 9 20 1 EL EXTERIOR LIGHTING (REAR) 255 B 1500 BUILDING SIGNAGE (FRONT) EL 1 20 10 11 20 1 EL BUILDING SIGNAGE (SIDE) 1200 C 400 EF -4 AND EF -5 H 1 20 12 13 20 1 1 EL BUILDING SIGNAGE (REAR) 1500 A 500 POLE LIGHTS EL 1 20 14 15 30 1 E HEAT TRACE 2400 B SPARE 1 20 16 17 20 1 SPARE C SPARE 1 20 18 +L = LOCK ON DEVICE +R = RED MARK ON BREAKER +H = HACR / +SW= SWD RATED BREAKER PLRSEA 3,718 +ST =SHUNT TRIP BREAKER = GFCI (5mA) / +GE = GF EQUIPMENT PROTECTION (30mA) +A = AFCI BREAKER / +AG = AFCI / GFCI COMBO BREAKER PI14SEB 5,530+G PHASE' 3,028 EXISTING CIRCUITS WITH NO WORK IS SHOWN AS lower case LETTERS. NEW OR MODIFIED CIRCUITS ARE SHOWN AS UPPER CASE LETTERS. PANEL A 120/2084.4 T k AIC calc =VOLTS OLTS 10 k AIC Min 3 =PHASE 4 1 =V�TRF 250 =ANIP BLTS NL4IN: LLTG ONLY - =AMPS NA Ia EED-THRLT LUGS NIOLINTING: SURFACE ENCLOS LTREE. NENIAX 1(GP) NA =TRIP S ETI INGS _T LOAD SUMMARY (DEMAND PERCENT) CONNECTED LOAD DEMAND LOAD ONILY A BRANCH P-N"L RECEPTACLES(R)(77%) 19,100 0 14,550 INTT. LIG1111ING(L)(125%) 0 4,037 5,046 EXT. LIGHTING(EL)(125%) 0 5,439 6,799 IWAC(H)(100 %) 1,368 400 1,768 HEATING ONLY(HO)(0%) 0 0 0 COOLING ONLY(CO)(0%) 0 0 0 ELECTRIC 1HEAT(E)(125%) 0 2,400 3,000 MOTORS, 3PLL(NL3)(100%) 3,960 0 3,960 NIOTORS, 1PH.(N11)(100%) 180 0 180 '{WATER HEATER(")(100%) 2,500 0 2,500 OWNER EQL1P(0)(100%) 0 0 0 KITCHEN EQL?IP(K)(0%) 0 0 0 LARGEST NIOTOR(X1)(1250' 0 0 0 (X2)(100% 0 1 0 0 �(k3)(100% 0 1 0 0 TOTAL VA= 39,384 51,618 37,803 TOTAL ANIPS= 109.40 105.01 25% SPA 26.25 V6TITTI SPA 131.26 PANEL B 120/2084.4 T k AIC calc i OLTS 10 k AIC Min 3 =PHASE 4 1 ='" RE 250 =ANIP BLTS MAIN: LLTG ONLY - =NNIPS NA =Fm-THRU LUGS NIOLNTTING. SURFACE ENCLOS LIRE: NEMA 1(G P) NA =TRIP S L -r1] tiTGS LOAD SLTPw7MARY (DEMAND PERCENT) CONNECTED LOAD DEMAND LOAD 01ZY B BRAINCH P\Z RECEPTACLES (R)(99 %) 10,256 0 10,128 INT. LIGIRING(L)(125%) 0 0 0 EXT. LIGHTING(EL)(125%) 0 0 0 IWAC(H)(100 %) 5,556 0 5,556 HEATING ONLY(HO)(100%) 3,112 0 3,112 COOLING ONLY(CO)(0%) 0 0 0 ELECTRIC HEAT(E)(125 %) 0 0 0 NIOTORS, 3PLL(NI3)(100%) 0 0 0 NIOTORS, 1PLL(N11)(100%) 24,714 0 24,714 WATER HEATER(")(100%) 0 0 0 OVLNER EQL1P(0)(100%) 0 0 0 KITCHEN EQLIIP(K)(0 %) 0 0 0 LARGEST NIOTOR(X1)(1250 6,486 0 8,138 (X2)(100% 0 0 0 (K3)(100% 0 0 0 TOTAL VA= 50,124 51,618 TOTAL ANIPS= 5 O 2_ % SPA VLTTH SPA 139.23 143.38 35.85 179.23 PANEL C 120/208 2 0 2 0 8 F 3.8 k AIC calc _ f j' �► OLTS 10 k AIC Nlin 3 =PHASE 4 =,"TIRE 100 =.A -NIP BL?S MAIN: LLTG ONLY - =AMPS NA =I' EED-THRLT LUGS NIOL]NTING. SURFACE ENCLOS URE: NENIA 1(G P) NA =TRIP SETTINGS LOAD StAlMARY (DEMAND PERCENT) CONNECTED LOAD DEMAND LOAD ONLY C BRANCH P1"I, RECEPTACLES (R)(0 %) 0 0 0 INT. LIGHTrING(L)(125%) 4,037 0 5,046 EXT. LIGHTING(EL,)(125%) 5,439 0 6,799 HVAC(H)(100%) 400 0 400 HEATING ONLY(HO)(0%) 0 0 0 COOLING ONLY(CO)(0%) 0 0 0 ELECTRIC HEAT(E)(125%) 2,400 0 3,000 MOTORS, 3PLL(N13 )(100 %) 0 0 0 NIOTORS, 1PH.(NLl)(100%) 0 0 0 WATER HEATER(")(100%) 0 0 0 OVLNER EQL1P(0)(100%) 0 0 0 KITCHEN EQLIIP(K)(0 %) 0 0 0 (k1)(100% 0 0 0 (-X2)(100% 0 0 0 3)(100% 0 0 0 TOTAL VA= 12,276 15,245 TOTAL AMPS 34.10 42.35 a S 10.59 2_ %SFA V"TIrH SPA 52.93 ROOF INTERIOR 4#3, 1 #8 1-1/4" C f0OA 8 250A MLA 6 250A MLO 0 3#, 1#10 3/4" C 4'X4', 112n THICK, TELEPHONE BACKBOARD PAINTED FIREPROOF PAINT WITH TOP OF BACKBOARD AT 7'-0" 4#250, 1 #4 G 2-1/2n C #1/0 COOPER - BONDING JUMPER DEDICATED CIRCUIT QUAD OUTLET (2)#6 GROUND TO GROUND RODS OUTSIDE ONE FOR BUILDING ELECTRICAL SERVICE, ONE FOR TELEOPHONE SERVICE EXTERIOR ELECTRICAL NOTES: Ot ROUTE SERVICE FEEDER TO UTILITY TRANSFORMER. COORDINATE UTILITY TRANSFORMER TYPE &FAULT CURRENT WITH LOCAL UTILITY COMPANY PRIOR TO COMMENCEMENT OF WORK. TRANSFORMER TO BE EITHER GROUND -MOUNT TRANSFORMER OR POLE -MOUNT TRANSFORMER. O2 PROVIDE 320A METER SOCKET PER UTILITY COMPANY REQUIREMENTS. O3 PROVIDE A 400A/3P/250AF NEMA 3R DISCONNECT SERVICE SWITCH. SR16 UP ELECTRICAL SERVICE CONDUITS INTO SWITCH. PROVIDE LUGS AS REQUIRED. O ALL EQUIPMENT AT AIR TECH TOILET WALL TO BE STACKED VERTICALLY WHERE POSSIBLE TO CONSERVE SPACE. O5 120/208V, 30, 4W PANELS WITH 250A BUS. O6 120/208V, 30, 4W PANELS WITH 100A BUS. GENERAL NOTES: 1. PROVIDE GROUNDING CONDUCTORS FOR ALL CONDUITS. 2. ALL WORK FOR CONNECTION OF ELECTRICAL SERVICE SHALL COMPLY WITH ELECTRICAL UTILITY COMPANY STANDARDS. 3. PROVIDE INSULATED GROUND BUS FOR ALL PANELS. 4. ELECTRICAL SYSTEM SHALL BE FULLY RATED. SERIES RATED EQUIPMENT SHALL NOT BE ACCEPTED. 5. PROVIDE FULL LENGTH, FULL SIZE GROUND AND NEUTRAL BUS IN ALL PANELBOARDS. 6. ALL INDOOR EQUIPMENT SHALL BE IN NEMA 1 ENCLOSURE, AND ALL EXTERIOR EQUIPMENT SHALL BE IN NEMA 3R. 7. COORDINATE EQUIPMENT LOCATIONS WITH ARCHITECTURAL ELEVATIONS. 8. PRIMARY SERVICE FEEDER TO BE MAXIMUM OF 100' IN LENGTH FOR CONDUIT AND CONDUCTOR SIZES SHOWN. CONTRACTOR TO INCREASE WIRE SIZES IF FEEDER LENGTH TO BE LONGER THAN 100'. COORDINATE EXACT LENGTH AND ROUTING OF FEEDER WITH CML DRAWINGS. 9 WALL ALL MOUNTED EXTERIOR ELECTRICAL EQUIPMENT SHALL BE PAINTED TO MATCH EXTERIOR COLOR COORDINATE FINAL Q NAL COLOR AND PAINTING REQUIREMENTS WITH ARCHITECT. 10. ALL WIRE SHALL BE TYPE THWN FOR UNDERGROUND AND WET AREAS UNLESS NOTED OTHERWISE. 11. ALL WIRE SHALL BE TYPE THHN FOR DRY ABOVE GRADE APPLICATIONS UNLESS NOTED OTHERWISE. 12. CONDUIT SHALL BE TYPE EMT UNLESS NOTED OTHERWISE. LOCATION OF SERVICE SWITCH FOR MAIN ELECTRICAL SERVICE. COMPLY WITH LOCAL POWER UTILITY COMPANY INSTALLATION REQUIREMENTS. SEE CIVIL DRAWINGS FOR UTILITY LOCATION. v 4#25 2-1/2" C GROUND BUS 4#250 2"X8" COPPER 2-1/2n PVC #6 CU GND TO GROUND ROD 2 CU GND TO BUILDING STEEL 2 CU GND TO WATER PIPE 2 CU GND TO FOUNDATION STEEL AS PER (RIGID ' -(1) 2" EMPTY CONUU11 1U PROPERTY LINE, OR TELEPHONE COMPANY PEDESTAL. PROVIDE PULLSTRING. VERIFY EXACT FINAL LOCATION IN THE FIELD. (1) 1- EMPTY CONDUIT FOR IRRIGATION. COORDINATE EXACT ROUTING WITH CIVIL DRAWINGS. ELECTRICAL RISER DIAGRAM SCALE. NONE 2-1/2" PVC Engineering Inc. 796 Merus Court T 636349.1600 St. Louis, MO 63026 F 636349.1730 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com 0 REGIS q�aQoaasaaap Q/ Q3e� as • a iso DAIRRL low ROY C X20 NUMBER O � 32485 �U{1 a+a�a+►aya8 V tii N A L 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: ELECTRICAL DIAGRAM & SCHEDULES Drawing No. E-6.01 9RH-1-2020 SECTION 16A GENERAL ELECTRICAL REQUIREMENTS: 16A 1 GENERAL INSTRUCTIONS 16A 1-1 GENERAL REQUIREMENTS 1. ALL REQUIREMENTS UNDER DIVISION 1 AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS APPLY TO THIS SECTION AND DIVISION. WHERE THE REQUIREMENTS OF THIS SECTION AND DIVISION EXCEED THOSE OF DIVISION 1, THIS SECTION AND DIVISION TAKE PRECEDENCE. BECOME THOROUGHLY FAMILIAR WITH ALL THEIR CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION, SECTION OR BOTH. WORK REQUIRED UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE ELECTRICAL SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH SYSTEM'S FUNCTIONING AS IMPLIED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. 2. THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. 3. DRAWINGS ARE GRAPHIC REPRESENTATIONS OF THE WORK UPON WHICH THE CONTRACT IS BASED. THEY SHOW THE MATERIALS AND THEIR RELATIONSHIP TO ONE ANOTHER, INCLUDING SIZES, SHAPES, LOCATIONS, AND CONNECTIONS. THEY ALSO CONVEY THE SCOPE OF WORK, INDICATING THE INTENDED GENERAL ARRANGEMENT OF THE EQUIPMENT, FIXTURES, OUTLETS AND CIRCUITS WITHOUT SHOWING ALL OF THE EXACT DETAILS AS TO ELEVATIONS, OFFSETS, CONTROL LINES, AND OTHER INSTALLATION REQUIREMENTS. USE THE DRAWINGS AS A GUIDE WHEN LAYING OUT THE WORK AND TO VERIFY THAT MATERIALS AND EQUIPMENT WILL FIT INTO THE DESIGNATED SPACES, AND WHICH, WHEN INSTALLED PER MANUFACTURERS' REQUIREMENTS, WILL ENSURE A COMPLETE, COORDINATED, SATISFACTORY AND PROPERLY OPERATING SYSTEM. 4. DRAWINGS ARE SCHEMATIC IN NATURE, SHOW THE VARIOUS COMPONENTS OF THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY SHALL BE INTEGRATED WITH OTHER PARTS OF THE WORK. FIGURED DIMENSIONS TAKE PRECEDENCE TO SCALED DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY REVIEWING ALL CONTRACT DOCUMENTS. CORRECT ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION, AT NO ADDITIONAL COST TO THE OWNER. 5. SPECIFICATIONS DEFINE THE QUALITATIVE REQUIREMENTS FOR PRODUCTS, MATERIALS, AND WORKMANSHIP UPON WHICH THE CONTRACT IS BASED. 16A 1-2 DEFINITIONS 1. WHENEVER USED IN THESE SPECIFICATIONS OR DRAWINGS, THE FOLLOWING TERMS SHALL HAVE THE INDICATED MEANINGS: 1.1. FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLING, INSTALLING, AND SIMILAR OPERATIONS." 1.2. INSTALL: 'TO PERFORM ALL OPERATIONS AT THE PROJECT SITE INCLUDING BUT NOT LIMITED TO AND AS REQUIRED: UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO TO, FINISHING, CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." 1.3. PROVIDE: "TO FURNISH AND INSTALL COMPLETE, AND READY FOR THE INTENDED USE." 1.4. FURNISHED BY OWNER OR OWNER -FURNISHED OR FURNISHED BY OTHERS: "AN ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION. 1.5. ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT". 1.6. THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. 1.7. NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29 CFR 1910.7 (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 1.8. THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, CERTIFIED, OR ALL THREE, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 16A 1-3 PRE-BID SITE VISIT 1. PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED OF CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 16A 1-4 MATERIAL AND WORKMANSHIP 1. PROVIDE ALL MATERIAL AND EQUIPMENT NEW AND IN FIRST CLASS CONDITION. PROVIDE MARKINGS OR A NAMEPLATE FOR ALL MATERIAL AND EQUIPMENT IDENTIFYING THE MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN GENERAL, PROVIDE THE FOLLOWING QUALITY GRADE(S) FOR ALL MATERIALS AND EQUIPMENT: 1.1. COMMERCIAL SPECIFICATION GRADE 2. PROVIDE ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK. STORE AND MAINTAIN MATERIAL AND EQUIPMENT IN CLEAN CONDITION, AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. 3. FURNISH ONLY MATERIAL AND EQUIPMENT THAT ARE LISTED, LABELED, CERTIFIED, OR ALL THREE, BY A NATIONALLY RECOGNIZED TESTING LABORATORY NRTL , WHENEVER ANY LISTING OR LABELING EXISTS FOR THE TYPES OF MATERIAL AND EQUIPMENT SPECIFIED. AT A MINIMUM, GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1 (LATEST EDITION), -STMDARD PRACTICES FOR GOOD WORKMAINISHIP IN ELECTRICAL CONSTRUCTION". 16A 1-5 MANUFACTURERS 1. IN OTHER ARTICLES WHERE LISTS OF MANUFACTURERS ARE INTRODUCED, SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE MANUFACTURERS SPECIFIED. 2. WHERE A LIST IS PROVIDED, MANUFACTURERS ARE LISTED ALPHABETICALLY AND NOT IN ACCORDANCE WITH ANY RANKING OR PREFERENCE. 3. WHERE MANUFACTURERS ARE NOT LISTED, PROVIDE PRODUCTS SUBJECT TO COMPLIANCE WITH REQUIREMENTS FROM MANUFACTURERS THAT HAVE BEEN ACTIVELY INVOLVED IN MANUFACTURING THE SPECIFIED PRODUCT FOR NO LESS THAN 5 YEARS. 16A 1-6 COORDINATION 1. COORDINATE ALL WORK WITH OTHER DIVISIONS AND TRADES SO THAT VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS ARE INSTALLED AT THE PROPER TIME, FIT THE AVAILABLE SPACE, AND ALLOW PROPER SERVICE ACCESS TO ALL EQUIPMENT. REFER TO ALL DRAWINGS, INCLUDING, BUT NOT LIMITED TO, CML, ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND PLUMBING, AND TO RELEVANT EQUIPMENT SUBMITTALS AND SHOP DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES. MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING RACEWAYS IN THE MANNER ANTICIPATED IN THE DESIGN. PROVIDE MATERIALS WITH TRIM THAT WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. 16A 1-7 ORDINANCES. CODES, AND STANDARDS 1. COMPLY, AT A MINIMUM, WITH NATIONAL FIRE PROTECTION ASSOCIATION NFPA STANDARDS, STATE AND LOCAL BUILDING CODES, AND ALL OTHER APPLICABLE CODES AND ORDINANCES FOR PERFORMANCE, WORKMANSHIP, EQUIPMENT, AND MATERIALS. ADDITIONALLY, COMPLY WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED BY CONNECTION OF SERVICES. 2. WHERE CONFLICTS BETWEEN VARIOUS CODES, ORDINANCES, RULES, AND REGULATIONS EXIST, COMPLY WITH THE MOST STRINGENT. WHEREVER REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, OR BOTH, EXCEED THOSE OF THE ABOVE ITEMS, THE REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, OR BOTH, SHALL GOVERN. CODE COMPLIANCE, AT A MINIMUM, IS MANDATORY. CONSTRUE NOTHING IN THESE CONSTRUCTION DOCUMENTS AS PERMITTING WORK NOT IN COMPLIANCE, AT A MINIMUM, WITH THESE CODES. 3. BRING ALL CONFLICTS OBSERVED BETWEEN CODES, ORDINANCES, RULES, REGULATIONS, REFERENCED STANDARDS, AND THESE DOCUMENTS TO THE ENGINEER'S ATTENTION FOR FINAL RESOLUTION. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. 4. PROVIDE AND MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. OBTAIN AND PAY FOR ALL PERMITS FOR WORK IN THIS DIVISION. 16A 1-8 PROTECTION OF EQUIPMENT AND MATERIALS 1. STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE, IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. FOR MATERIALS AND EQUIPMENT SUSCEPTIBLE TO CHANGING WEATHER CONDITIONS, DAMPNESS, OR TEMPERATURE VARIATIONS, STORE INSIDE IN CONDITION SPACES. FOR MATERIALS AND EQUIPMENT NOT SUSCEPTIBLE TO THESE CONDITIONS, COVER WITH WATERPROOF, TEAR- RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR SHALL FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND. 2. PLUG OR CAP OPEN ENDS OF CONDUITS WHILE STORED AND INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. 16A 1-9 SUBSTITUTIONS 1. INCLUDE IN THE BASE BID THE PRODUCTS SPECIFICALLY NAMED IN THESE SPECIFICATIONS OR ON THE DRAWINGS. SUBMIT, IN THE FORM OF ALTERNATES, WITH BID, PRODUCTS OF ANY OTHER MANUFACTURERS FOR SIMILAR USE, PROVIDED THE DIFFERENCES IN COST, IF ANY, ARE INCLUDED FOR EACH PROPOSED ALTERNATE. 2. PRIOR TO THE BID DATE, SUBSTITUTIONS WILL NOT BE CONSIDERED UNLESS SUBMITTED TO THE ARCHITECT, FOR ENGINEER'S REVIEW, AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING CUTSHEETS, PHOTOMETRIC DATA, AND ALL OTHER INFORMATION NECESSARY FOR AN EVALUATION FOR EACH SUCH REQUEST. PROVIDE FACTORY GENERATED POINT -BY -POINT CALCULATIONS FOR ALL EXTERIOR LIGHT FIXTURES (PHOTOMETRIC FILES SUPPLIED SO THE ENGINEER CAN GENERATE A POINT -BY -POINT DO NOT SUFFICE FOR THE POINT -BY -POINT CALCULATIONS). PROVIDE INTERIOR POINT -BY -POINT CALCULATIONS AT THE DISCRETION OF THE ENGINEER. SUBMIT A $100.00 REVIEW FEE TO THE ENGINEER WITH EACH SUCH POINT -BY -POINT CALCULATION FOR USE OF ELECTRONIC BASE FILES. 3. AFTER THE BID DATE, PROPOSALS TO SUBSTITUTE LIGHT FIXTURES FOR THOSE SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN, WILL ONLY BE CONSIDERED AS A DEDUCT. SUBMIT PROPOSED SUBSTITUTIONS SEPARATELY, IN SUBMITTAL FORM, WITH A LIST OF PROPOSED SUBSTITUTIONS TOGETHER WITH A DEDUCT PRICE FOR EACH SUBSTITUTION. THE ARCHITECT, ENGINEER, OR BOTH, WILL THEN REVIEW PROPOSED SUBSTITUTIONS. 4. THE ENGINEER WILL HAVE THE FINAL AUTHORITY AS TO WHETHER THE LIGHT FIXTURE IS AN ACCEPTABLE REPLACEMENT TO THE SPECIFIED ITEM. THE PROPOSED SUBSTITUTION MAY ALSO BE REJECTED BY THE ARCHITECT FOR AESTHETIC REASONS IF FELT NECESSARY OR DESIRABLE. IN THE EVENT THE PROPOSED SUBSTITUTIONS HEREIN DESCRIBED ARE REJECTED, FURNISH THE SPECIFIED ITEM. 16A 1-10 ELECTRONIC DRAWING FILES 1. IN PREPARATION OF SHOP DRAWINGS, CONTRACTOR MAY, AS AN OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION; AND, CONTACT THE ENGINEER TO OBTAIN THE NECESSARY RELEASE AGREEMENT FORM AND TO INDICATE THE DESIRED SHIPPING METHOD AND DRAWING FORMAT. IN ADDITION TO PAYMENT, ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 16A 1-11 OPERATION AND MAINTENANCE INSTRUCTIONS 1. SUBMIT TO THE ARCHITECT, FOR ENGINEER'S REVIEW, COPIES EACH OF OPERATIONS AND MAINTENANCE INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM INCLUDING APPROVED COPIES OF THE FOLLOWING, REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. PROVIDE THE NUMBER OF SUBMITTALS REQUIRED BY DIVISION 1; HOWEVER, AT A MINIMUM, SUBMIT THREE (3) SETS, AND INCLUDE, AT A MINIMUM, THE FOLLOWING INFORMATION: 1.1. MANUFACTURERS' CATALOGS AND PRODUCT DATA SHEETS 1.2. WIRING DIAGRAMS 1.3. MAINTENANCE INSTRUCTIONS 1.4. OPERATING INSTRUCTIONS 1.5. PARTS LISTS 1.6. TEST REPORTS AS DEFINED IN NETA ATS FOR THE SYSTEMS AND EQUIPMENT PROVIDED OR FURNISHED OR INSTALLED UNDER THIS CONTRACT. 1.7. NAMES, ADDRESSES, TELEPHONE NUMBERS, AND E-MAIL ADDRESSES OF LOCAL CONTACTS FOR WARRANTEE SERVICES AND SPARE PARTS. 2. SUBMIT MANUALS PRIOR TO REQUESTING THE FINAL PUNCH UST AND BEFORE ANY REQUESTS FOR SUBSTANTIAL COMPLETION. ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATIONS TO OWNER'S REPRESENTATIVE AT THE COMPLETION OF, AND BEFORE FINAL ACCEPTANCE OF, THE WORK. 16A 1-12 TRAINING 1. AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, PROVIDE THE SERVICES OF A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE TO TRAIN OWNER'S DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR THIS PROJECT. 2. PROVIDE TRAINING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE SYSTEM AND OR EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; OPERATION AND MAINTENANCE PROCEDURES AND SCHEDULES RELATED TO STARTUP AND SHUTDOWN, TROUBLESHOOTING, SERVICING, PREVENTIVE MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND REVIEW OF DATA INCLUDED IN THE OPERATION AND MAINTENANCE INSTRUCTIONS. 3. SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S DESIGNATED REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SIGN THE CERTIFICATION LETTER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED. SCHEDULE TRAINING WITH OWNER WITH AT LEAST 7 DAYS ADVANCE NOTICE. 16A 1-13 WARRANTIES 1. WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. 1.1. ALSO WARRANT THE FOLLOWING ADDITIONAL ITEMS: 1.2. ALL RACEWAYS ARE FREE FROM OBSTRUCTIONS, HOLES, CRUSHING, OR BREAKS OF ANY NATURE. 1.3. ALL RACEWAY SEALS ARE EFFECTIVE. 1.4. THE ENTIRE ELECTRICAL SYSTEM IS FREE FROM ALL SHORT CIRCUITS AND UNWANTED OPEN CIRCUITS AND GROUNDS. 2. THE ABOVE WARRANTIES SHALL INCLUDE LABOR AND MATERIAL MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. 3. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. 4. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 16A 2 ELECTRICAL WORK 16A 2-1 EXCAVATION AND BACKFILLING 1. PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT. TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE-IN OR SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ENGINEER. USE PUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL TRENCHES IN MAXIMUM 6 -INCH LAYERS OF WELL TAMPED DRY EARTH IN A MANNER TO PREVENT FUTURE SETTLEMENT. 2. EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION. COMMON EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. DISPOSE OF EXCAVATED MATERIALS THAT ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND SURPLUS OF EXCAVATED MATERIAL, WHICH IS NOT REQUIRED FOR BACKFILL, ALL TO THE SATISFACTION OF THE ENGINEER. 16A 2-2 COINCIDENTAL DAMAGE 1. REPAIR ALL STREETS, SIDEWALKS, DRIVES, PAVING, WALLS, FINISHES, AND OTHER FACILITIES DAMAGED IN THE COURSE OF THIS WORK. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION. REPAIR MATERIALS SHALL GENERALLY MATCH EXISTING CONSTRUCTION. ALL BACKFILLING AND REPAIRING SHALL MEET ALL REQUIREMENTS OF THE OWNER, CITY AND OTHERS HAVING JURISDICTION. REPAIR WORK SHALL BE THOROUGHLY FIRST CLASS. CONFORM TO ALL REQUIREMENTS OF DIVISION 2 OF THESE SPECIFICATIONS. 16A 2-3 CUTTING AND PATCHING 1. FOLLOWING THE REQUIREMENTS IN DIVISION 1, CUT WALLS, FLOORS, CEILINGS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED TO PERFORM WORK UNDER THIS DIVISION. OBTAIN PERMISSION OF THE ENGINEER, OWNER, OR BOTH, BEFORE DOING ANY CUTTING. CUT ALL HOLES AS SMALL AS POSSIBLE. PATCH WALLS, FLOORS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED BY WORK UNDER THIS DIVISION. ALL PATCHING SHALL BE THOROUGHLY FIRST CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION, INCLUDING FIRE RATINGS IF APPLICABLE. 16A 2-4 ROUGH -IN 1. COORDINATE WITHOUT DELAY ALL ROUGHING -IN WITH OTHER DIVISIONS. CONCEAL ALL RACEWAYS EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE INDICATED ON THE DRAWINGS. 16A 2-5 SUPPORT SYSTEMS 1. STEEL SLOTTED SUPPORT SYSTEMS// (SLOTTED CHANN//EL): COMPLY WITH MFMA-3, FACTORY- FABRICATED COMPONENTS FOR INC.,EPASSEMBLY- WER BLSI�UT, TH01� do 56ETTSNCORPORATION$ UNISHT�U OPER B -UNE, ERICO INTERNATIONAL CORPORATION, HILT], FINISHES: 1. METALLIC COATINGS: HOT -DIP GALVANIZED AFTER FABRICATION AND APPLIED ACCORDING TO MFMA-3. FIELD FABRICATION: 1. WHERE FIELD CUTTING OF STANDARD LENGTHS OF CHANNEL ARE REQUIRED, MAKE CUTS STRAIGHT AND PERPENDICULAR TO MANUFACTURED SURFACES. 2. FOR FIELD -CUT OR DAMAGED SURFACES OF COATED CHANNELS, DRESS CUT ENDS, DAMAGED SURFACES, OR BOTH, WITH AN ABRASIVE MATERIAL (E.G., FILE, GRINDING STONE, OR SIMILAR) AND CLEANSER TO REMOVE OILS, RUST, SHARP EDGES AND SHARDS. 3. FOR CHANNEL WITH A FACTORY -APPLIED COATING, RE -FINISH CUT EDGES WITH A COATING COMPATIBLE WITH THE FACTORY FINISH AND AS RECOMMENDED BY THE MANUFACTURER (E.G., MANUFACTURER'S TOUCH-UP PAINT OR ZINC -RICH COLD -GALVANIZING COMPOUND, AS APPLICABLE). 16A 2-6 PENETRATIONS 1. COORDINATE SLEEVE SELECTION AND APPLICATION WITH SELECTION AND APPLICATION OF FIRE -STOPPING SPECIFIED IN DIVISION 7 SECTION "THROUGH -PENETRATION FIRESTOP SYSTEMS." ROOFS: 1. COORDINATE ALL ROOF PENETRATIONS WITH ARCHITECT, OWNER, AND AS APPLICABLE, THE ROOFING CONTRACTOR PROVIDING A ROOF WARRANTY. 2. KEEP ALL RACEWAY PENETRATIONS WITHIN MECHANICAL EQUIPMENT CURBS WHEREVER POSSIBLE. COORDINATE WITH DIVISION 15 WORK. 3. FLASH AND COUNTERFLASH ALL OPENINGS THROUGH ROOF, AND OR PROVIDE PRE- FABRICATED MOLDED SEALS COMPATIBLE WITH THE ROOF CONSTRUCTION INSTALLED, OR AS REQUIRED BY THE ENGINEER, OWNER, OR ROOFING CONTRACTOR. ALL ROOF PENETRATIONS SHALL BE LEAKTIGHT AT THE TERMINATION OF THE WORK AND SHALL NOT VOID ANY NEW OR EXISTING ROOF WARRANTIES. WALLS AND FLOORS: 1. SLEEVES FOR RACEWAYS AND CABLES 1.1. STEEL PIPE SLEEVES: ASTM A 53/A 53M, TYPE E, GRADE B, SCHEDULE 40, GALVANIZED STEEL, PLAIN ENDS AND DRIP RINGS. 2. SLEEVES FOR RECTANGULAR OPENINGS: GALVANIZED SHEET STEEL WITH MINIMUM 0.052- OR 0.138 -INCH THICKNESS AS INDICATED AND OF LENGTH TO SUIT APPLICATION. 16B 2-7 FIRE -STOPPING THROUGH PENETRATIONS 1. FIRE-RESISTANT THROUGH PENETRATION SEALANTS: TWO-PART, FOAMED -IN-PLACE, SILICONE SEALANT FORMULATED FOR USE IN THROUGH -PENETRATION FIRE -STOPPING AROUND CABLES, RACEWAYS, AND CABLE TRAY PENETRATIONS THROUGH FIRE -RATED WALLS AND FLOORS. SEALANTS AND ACCESSORIES SHALL HAVE FIRE -RESISTANCE RATINGS INDICATED, AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES IN ACCORDANCE WITH ASTM E 814, BY UNDERWRITERS' LABORATORIES, INC., OR OTHER NRTL ACCEPTABLE TO AHJ. 2. ACCEPTABLE MANUFACTURERS: 2.1. HILTI, INC. 2.2. 3M CORP. 2.3. RECTORSEAL 2.4. SPECIFY TECHNOLOGY INC. 2.5. UNITED STATES GYPSUM COMPANY. WALLS AND FLOORS: 1. SUBMIT PRODUCT DATA: MANUFACTURER'S SPECIFICATIONS AND TECHNICAL DATA FOR EACH MATERIAL INCLUDING THE COMPOSITION AND LIMITATIONS, DOCUMENTATION OF UL FIRES 0P SYSTEMS TO BE USED AND MANUFACTURER'S INSTALLATION INSTRUCTIONS TO COMPLY WITH DIVISION 1. 2. MANUFACTURER'S ENGINEERING JUDGMENT IDENTIFICATION NUMBER AND DRAWING DETAILS WHEN NO UL SYSTEM IS AVAILABLE FOR AN APPLICATION. ENGINEERING JUDGMENT SHALL INCLUDE BOTH PROJECT NAME AND CONTRACTOR'S NAME WHO WILL INSTALL FIRESTOP SYSTEM AS DESCRIBED IN DRAWINGS. 3. SUBMIT MATERIAL SAFETY DATA SHEETS PROVIDED WITH PRODUCT DELIVERED TO JOB -SITE. 16A 2-8 ACCESS DOORS 1. PROVIDE ACCESS DOORS IN CEILINGS AND WALLS, WHERE INDICATED OR REQUIRED FOR ACCESS OR MAINTENANCE TO CONCEALED EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER -TYPE LOCK, AND ANCHOR STRAPS. MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION AND COLOR BEFORE ORDERING. 16A 2-9 EQUIPMENT FURNISHED BY OTHERS 1. PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF EQUIPMENT FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS, SPECIFIED HEREIN, OR BOTH. EQUIPMENT AND ACCESSORIES NOT PROVIDED BY THE EQUIPMENT SUPPLIER MAY INCLUDE SUCH ITEMS AS FLEXIBLE CORDS AND PLUGS, AS REQUIRED FOR PROPER OPERATION OF THE COMPLETE SYSTEM, IN ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS. 2. BE RESPONSIBLE FOR CORRECT ROUGH -IN DIMENSIONS, AND VERIFY THEM WITH ENGINEER, OWNER'S REPRESENTATIVE, EQUIPMENT SUPPLIER, OR ALL THREE, PRIOR TO ROUGH -IN AND SERVICE INSTALLATIONS. 2-10 CLEANING 1. IN ADDITION TO THE REQUIREMENTS OF DIVISION 1, REMOVE FROM THE PREMISES DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE ELECTRICAL WORK, AS REQUIRED, TO PREVENT ACCUMULATION. COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, MAKE A FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM THE WORK. CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS DIVISION. REMOVE DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER FROM ALL SURFACES. TOUCH UP AND RESTORE ALL DAMAGED FINISHES TO THEIR ORIGINAL CONDITION. 16A 2-11 ADJUSTING. ALIGNING AND TESTING 1. ADJUST, ALIGN, AND TEST ALL ELECTRICAL EQUIPMENT ON THIS PROJECT PROVIDED UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS FOR INSTALLATION OR WIRING UNDER THIS DIVISION, FOR PROPER OPERATION. 2. TEST ALL SYSTEMS AND EQUIPMENT ACCORDING TO THE REQUIREMENTS IN NETA ATS (LATEST EDITION) AND ALL ADDITIONAL REQUIREMENTS SPECIFIED IN FOLLOWING SECTIONS. 3. MAINTAIN THE FOLLOWING ON THE PROJECT PREMISES AT ALL TIMES: A TRUE RMS READING VOLTMETER, A TRUE RMS READING AMMETER, AND A MEGOHMMETER INSULATION RESISTANCE TESTER. PROVIDE TEST DATA READINGS AS REQUESTED OR AS REQUIRED BY THE ENGINEER. 16A 2-12 EQUIPMENT IDENTIFICATION 1. PROVIDE EQUIPMENT IDENTIFICATION NAMEPLATES: 1.1. ON ALL PANELBOARDS, SWITCHES, AND STARTERS. NAMEPLATES: 1. ENGRAVED, CONTRASTING COLOR, THREE -LAYER, LAMINATED PLASTIC INDICATING THE NAME OF THE EQUIPMENT, LOAD, OR CIRCUIT AS DESIGNATED ON THE DRAWINGS AND IN THE SPECIFICATIONS: 2. SELF -ADHERING, WITH A PERMANENT, WEATHERPROOF ADHESIVE 3. ATTACHMENT METHOD SHALL BE ACCEPTABLE TO THE MANUFACTURERS OF THE EQUIPMENT TO WHICH THE NAMEPLATES ARE BEING APPLIED. 4. COLOR: BLACK BACKGROUND WITH WHITE LETTERS FOR NORMAL POWER. LETTER HEIGHT. 1/4 -INCH MINIMUM. 16A 2-13 SYSTEM START UP 1. PRIOR TO STARTING UP THE ELECTRICAL SYSTEMS: 1.1. CHECK ALL COMPONENTS AND DEVICES. 1.2. LUBRICATE ITEMS ACCORDINGLY. 1.3. TIGHTEN SCREWS AND BOLTS FOR CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE -TIGHTENING VALUES. IF MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A. 1.4. ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE. 1.5. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE VOLTAGE, GROUNDING CONDITIONS, GROUNDING RESISTANCE, AND PROPER PHASING. 1.6. BALANCE ALL SINGLE-PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED. DO NOT TYPE UP FINAL PANELBOARD DIRECTORIES UNTIL ALL RE -BALANCING AND REDISTRIBUTION OF CIRCUITS ARE COMPLETE. 1.7. REPLACE ALL BURNED -OUT LAMPS AND LAMPS USED FOR TEMPORARY CONSTRUCTION LIGHTING IN PERMANENT LIGHT FIXTURES. 1.8. AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL ADJUSTMENTS AS NECESSARY. 1.9. PROVIDE SEISMIC RESTRAINTS PER APPLICABLE CODE AND AS SPECIFIED OR INDICATED. DESIGN RESTRAINTS TO PREVENT PERMANENT DISPLACEMENT AIN ANY DIRECTION CAUSED BY LATERAL MOTION, OVERTURNING, OR UPLIFT. SEISMIC RESTRAINTS DESIGN SHALL BE BASED ON SEISMIC CATEGORY D. VERIFY SEISMIC CATEGORY DESCRIBED ON STRUCTURAL DRAWINGS AND PROVIDE SEISMIC RESTRAINTS BASED ON STRINGENT REQUIREMENTS. Pgbo `c .csso 00, a` 'i;/Q,/ng 00,x,� Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636349.1730 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com REG73,�. �� anp�o"e�84o L7A17R�F !. p ROY !� f1 V I. �A 1 v NUMBER r 32485 .XN *' � �{ONALaQ�� 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: ELECTRICAL SPECIFICATIONS Drawing No. E-7.01 01'' 151 11NOM SECTION 16B BASIC ELECTRICAL MATERIALS AND METHODS: 16B 1 METHODS 16B 1-1 RACEWAYS MET LLI CONDUIT AND TUBING: 1. ELECTRICAL METALLIC TUBING AND FITTINGS (EMT): ANSI C80.3, UL 797. 2. FLEXIBLE METAL CONDUIT (FMC): ZINC -COATED STEEL OR ALUMINUM, UL 1. 3. INTERMEDIATE METAL CONDUIT (IMC): HOT -DIP GALVANIZED RIGID STEEL CONDUIT: ANSI C80.6, UL 1242. 4. UQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC): FLEXIBLE STEEL CONDUIT WITH PVC JACKET. UL 360. 5. RIGID METAL CONDUIT (RMC): HOT -DIP GALVANIZED RIGID STEEL CONDUIT (GRS): ANSI C80.1, UL 6. 6. PLASTIC -COATED IMC, RMC, AND FITTINGS: NEMA RN 1, UL LISTED. 7. IMC AND RMC FITTINGS: NEMA FB 1; COMPATIBLE WITH CONDUIT TYPE AND MATERIAL, UL LISTED. NON-METALLIC CONDUIT AND TUBING: 1. RIGID NONMETALLIC CONDUIT (RNC): SCHEDULE 40 PVC, 90' DEGREE C -RATED, NEMA TC -2, UL 651; FITTINGS: NEMA TC 3, TC 6; UL 514, COMPATIBLE WITH CONDUIT/TUBING TYPE AND MATERIAL, UL LISTED. 2. ENT AND LFNC FITTINGS: COMPATIBLE WITH CONDUIT/TUBING TYPE AND MATERIAL, UL LISTED. 16B 1-2 RACEWAY INSTALLATION 1. INSTALL ALL CIRCULAR RACEWAYS CONCEALED ABOVE SUSPENDED CEILINGS OR CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE EXCEPT WHERE OTHERWISE INDICATED. 2. PROVIDE GRS FOR ALL CONDUITS RUN UNDERGROUND, EXPOSED TO WEATHER, OR EXPOSED TO OTHER HAZARDOUS CONDITIONS. PROVIDE GRS INSTALLED BELOW GRADE WITH A CORROSION RESISTANT BONDED -PLASTIC OR APPROVED MASTIC COATING. THIS SHALL INCLUDE THE 90' DEGREE ELBOW BELOW GRADE AND THE ENTIRE VERTICAL TRANSITION TO ABOVE GRADE. 3. ALL OTHER RACEWAY MAY BE EMT WHERE APPROVED BY LOCAL CODE. USE COMPRESSION TYPE FITTINGS FOR EMT, WITH ALL FITTINGS UL LISTED FOR THE ENVIRONMENT IN WHICH THEY ARE USED. 4. AT CONTRACTOR'S OPTION, PVC CONDUIT MAY BE USED UNDERGROUND WITH OWNER'S APPROVAL, WHERE PERMITTED BY LOCAL CODE AND WHERE NOT SPECIFICALLY RESTRICTED BY THESE DOCUMENTS. WHEN USED, PROVIDE COATED GRS, AS SPECIFIED ABOVE, FOR ALL BENDS GREATER THAN 3T DEGREES, INCLUDING THE 90' DEGREE ELBOWS BELOW GRADE AND THE ENTIRE VERTICAL RISERS FOR TRANSITIONS FROM BELOW TO ABOVE GRADE OR ABOVE -SLAB. 5. USE FMC FOR FINAL CONNECTION TO EACH MOTOR AND TRANSFORMER, AND TO ANY DEVICE THAT WOULD OTHERWISE TRANSMIT MOTION, VIBRATION, OR NOISE. USE LFMC WHERE EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, AND TO CONNECT TO KITCHEN AND FOOD SERVICE EQUIPMENT. PROVIDE ALL FMC AND LFMC WITH AN INSULATED BONDING CONDUCTOR. 6. INSTALL RACEWAYS PARALLEL AND PERPENDICULAR TO BUILDING LINES. 7. INSTALL RACEWAYS TO REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. INSTALL RACEWAY TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING STEEL, AND OTHER IMMOVABLE OBSTACLES. INSTALL RACEWAYS SET IN FORMS FOR CONCRETE STRUCTURE IN SUCH A MANNER THAT INSTALLATION WILL NOT AFFECT THE STRENGTH OF THE STRUCTURE. EXCEPT WHERE APPROVED IN WRITING BY THE ENGINEER, INSTALL NO RACEWAY IN A SLAB -ON -GRADE. LOCATE RACEWAY IN OR BELOW GRANULAR FILL BELOW SLABS -ON -GRADE. 8. INSTALL RACEWAYS CONTINUOUS BETWEEN CONNECTIONS TO OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS AND NOT MORE THAN THE EQUIVALENT OF FOUR (4) 90' DEGREE BENDS BETWEEN CONNECTIONS. USE MANUFACTURED ELBOWS FOR ALL 45 AND 90' DEGREE BENDS, UNLESS APPROVED BY THE ENGINEER IN ADVANCE. MAKE OTHER BENDS SMOOTH AND EVEN AND WITHOUT FLATTENING RACEWAY OR FLAKING GALVANIZING OR ENAMEL RADII OF BENDS SHALL BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING TRADE ELBOW. USE LONG RADIUS ELBOWS WHERE NECESSARY, INDICATED, OR BOTH. 9. SECURELY FASTEN RACEWAYS IN PLACE WITH APPROVED STRAPS, HANGERS AND STEEL SUPPORTS AS REQUIRED. ATTACH RACEWAY SUPPORTS TO THE BUILDING STRUCTURE. HANG SINGLE RACEWAYS FOR FEEDERS WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10' FEET APART IN CONSTRUCTION ABOVE. CLAMP GROUPS OF HORIZONTAL FEEDER RACEWAYS TO STEEL CHANNELS THAT ARE SUSPENDED FROM INSERTS SPACED NOT OVER 10' FEET APART IN CONSTRUCTION ABOVE. SECURELY CLAMP VERTICAL FEEDER RACEWAYS TO STRUCTURAL STEEL MEMBERS ATTACHED TO STRUCTURE. INSTALL CABLE CLAMPS FOR SUPPORT OF VERTICAL FEEDERS WHERE REQUIRED. ADD RACEWAY SUPPORTS WITHIN 12" INCHES OF ALL BENDS, ON BOTH SIDES OF THE BENDS. DO NOT SUPPORT RACEWAYS FROM SUSPENDED CEILING COMPONENTS. 10. REAM RACEWAY ENDS, THOROUGHLY CLEAN RACEWAYS BEFORE INSTALLATION, AND KEEP CLEAN AFTER INSTALLATION. PLUG OR COVER OPENINGS AND BOXES AS REQUIRED TO KEEP RACEWAYS CLEAN DURING CONSTRUCTION AND FISH ALL RACEWAYS CLEAR OF OBSTRUCTIONS BEFORE PULLING CONDUCTORS WIRES. PROVIDE RACEWAYS OF AMPLE SIZE FOR PULLING OF WIRE AND NOT SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2" INCH IN SIZE, UNLESS INDICATED OTHERWISE ON DRAWINGS. 11. PROTECT ALL RACEWAY INSTALLATIONS AGAINST DAMAGE DURING CONSTRUCTION. REPAIR ALL RACEWAYS DAMAGED OR MOVED OUT OF UNE AFTER ROUGHING -IN TO MEET ENGINEER'S APPROVAL WITHOUT ADDITIONAL COST TO THE OWNER. 12. ALIGN AND INSTALL TRUE AND PLUMB ALL RACEWAY TERMINATIONS AT PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL EQUIPMENT AND JUNCTION BOXES. 13. INSTALL APPROVED EXPANSION/DEFLECTION FITTINGS WHERE RACEWAYS PASS THROUGH (IF EMBEDDED) OR ACROSS (IF EXPOSED) EXPANSION JOINTS. 14. INSTALL A PULL WIRE IN EACH EMPTY RACEWAY THAT IS LEFT FOR INSTALLATION OF CONDUCTORS OR CABLES UNDER OTHER DIVISIONS OR CONTRACTS. USE POLYPROPYLENE OR MONOFILAMENT PLASTIC UNE WITH NOT LESS THAN 200 -LB TENSILE STRENGTH. LEAVE AT LEAST 24" INCHES OF SLACK AT EACH END OF PULL WIRE. 15. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER THAT WILL ENSURE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. 16. EFFECTIVELY SEAL RACEWAYS, BY INSTALLING A CONDUIT FITTING AT THE BOUNDARY OF THE TWO SPACES, AND FILLING IT WITH AN APPROVED PLIABLE MATERIAL, AFTER CONDUCTORS OR CABLES HAVE BEEN INSTALLED AND TESTED, WHENEVER: 16.1. RACEWAYS PASS FROM NON -COOLED TO COOLED SPACES. 16.2. RACEWAYS TRANSITION FROM OUTSIDE A FACILITY OR ENCLOSURE TO INSIDE, WHETHER BURIED OR EXPOSED. 16B 1-3 BUSHINGS AND LOCKNUTS 1. RIGIDLY TERMINATE CONDUITS ENTERING SHEET METAL ENCLOSURES TO THE ENCLOSURE WITH A BUSHING AND LOCKNUT ON THE INSIDE AND A LOCKNUT OR AN APPROVED HUB ON THE OUTSIDE. CONDUIT SHALL ENTER THE ENCLOSURE SQUARELY. PROVIDE BUSHINGS AND LOCKNUTS MADE OF GALVANIZED MALLEABLE IRON WITH SHARP, CLEAN-CUT THREADS. 2. WHERE EMT ENTERS A BOX, PROVIDE APPROVED EMT COMPRESSION CONNECTORS. 3. USE INSULATED, GROUNDING, OR COMBINATION, BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR MOISTURE, WHEN REQUIRED BY NFPA 70, OR BOTH. 16B 1-4 CONDUCTORS AND CABLES 1. CONDUCTOR MATERIAL: 1.1. ANNEALED (SOFT) COPPER COMPLYING WITH ICEA S-95-658/NEMA WC70. 1.2. SOLID CONDUCTOR FOR NO. 10 AWG AND SMALLER; CONCENTRIC, COMPRESSED STRANDED FOR NO. 8 AWG AND LARGER. 1.3. STRANDED FOR ALL FLEXIBLE CORDS, CABLES, AND CONTROL WIRING, OR AS OTHERWISE INDICATED. 1.4. CONDUCTOR INSULATION TYPES: 90' DEGREE C -RATED, TYPE THHN/THWN-2 OR XHHW-2 COMPLYING WITH ICEA S-95-658/NEMA WC70. 2. SIZE OF CONDUCTORS AND CABLES INDICATED OR SPECIFIED ARE IN AMERICAN WIRE GAGE (AWG - BROWN AND SHARPE). 3. UNLESS INDICATED OTHERWISE, SPECIAL PURPOSE CONDUCTORS AND CABLES, SUCH AS LOW VOLTAGE CONTROL AND SHIELDED INSTRUMENT WIRING, SHALL BE AS RECOMMENDED BY THE SYSTEM EQUIPMENT MANUFACTURER. 4. ALUMINUM WIRING: NOT ALLOWED. 5. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 8 AWG AND LARGER: STRANDED, TYPE THWN-2 OR XHHW-2 INSULATION. 6. ALL CONDUCTORS, NO. 10 AWG AND SMALLER, USED FOR POWER AND LIGHTING CIRCUITS: SOLID COPPER, TYPE THWN-2 (WET UL OR DAMP OR DUAL RATED TYPE CONDUIT GRADE OR SLAB), TYPE THHN (DRY LOCATIONS ONLY AND ABOVE GRADE) 7. ALL BRANCH CIRCUIT WIRING: NOT SMALLER THAN NO. 12 AWG. IF NO CONDUCTOR SIZE IS INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE CONDUCTORS AND CONDUIT SIZED PER NFPA 70 AND BASED ON THE INDICATED BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE (OCPD) RATING AND NUMBER OF POLES. WHERE NO CIRCUIT SIZE (I.E., CONDUCTORS AND OCPD) IS INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE THREE NO. 12 AWG CONDUCTORS, IN 3/4 -INCH RACEWAY, AND A 20A CIRCUIT BREAKER. 8. CONDUCTORS FIELD -INSTALLED WITHIN FLUORESCENT LIGHT FIXTURE CHANNELS: TYPE THHN. 9. CONTROL WIRING: STRANDED COPPER CONDUCTORS, 600V INSULATION, OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO ACCOMPLISH SPECIFIED FUNCTION. MINIMUM SIZE: NO. 14 AWG, UNLESS NOTED OTHERWISE. 10. TYPE MC CABLE: 60OV, UNJACKETED; ANSI E119 AND E814, UL STANDARDS 44 OR 83 (AS APPLICABLE), AND 1569, NFPA 70 ARTICLE 330; ALUMINUM OR GALVANIZED STEEL INTERLOCKED ARMOR; THHN- OR XHHW-INSULATED CONDUCTORS; COLOR CODE: ICEA METHOD 1, WITH GREEN INSULATED GROUNDING CONDUCTOR. NOT ALLOWED IN GARAGE AREA. 16B 1-5 INSTALLATION OF CONDUCTORS AND CABLES 1. INSTALL ALL WIRING IN APPROVED RACEWAY AND ENCLOSURES, EXCEPT WHERE SPECIFIED OR INDICATED, FOR LOW -VOLTAGE WIRING OR, WHERE TYPE MC CABLE IS INDICATED, SPECIFIED AS ACCEPTABLE, OR BOTH. 2. SUPPORT ALL CONDUCTORS AND CABLES IN VERTICAL INSTALLATIONS, AS REQUIRED BY NFPA 70, BY INSTALLING CABLE SUPPORTS OR PLUG -TYPE CONDUIT RISER SUPPORTS, OR WIRE -MESH SAFETY GRIPS. 3. INSTALL ALL CONDUCTORS AND CABLE IN RACEWAYS CONTINUOUS WITHOUT TAPS OR SPLICES. SPLICE OR TAP ONLY IN APPROVED BOXES AND ENCLOSURES WITH APPROVED SOLDERLESS CONNECTORS, OR CRIMP CONNECTORS AND TERMINAL BLOCKS FOR CONTROL WIRING, AND KEEP TO THE MINIMUM REQUIRED. INSULATE ALL SPLICES, TAPS, AND JOINTS AS REQUIRED BY CODES. 4. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS: DESIGNED, PROPERLY SIZED, AND UL LISTED FOR THE SPECIFIC APPLICATION AND CONDUCTORS INVOLVED, AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S RECOMMENDED TOOLS. 5. WHERE WIRING IS INDICATED AS INSTALLED, BUT THE CONNECTION IS INDICATED "FUTURE" OR "BY OTHER DIVISION, TRADES, OR CONTRACTS", LEAVE A MINIMUM 3' FOOT "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE BOX. 6. THE NUMBER OF CONDUCTORS IN A SPECIFIC RACEWAY "HOME RUN" IS INDICATED WITH CROSS LINES (TICK MARKS) ON EACH "CIRCUIT RUN" ON THE DRAWINGS. IN GENERAL, THE DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND PANELBOARD DESIGNATION. CONTINUE ALL SUCH "HOME RUN" WIRING TO THE DESIGNATED PANELBOARD, AS THOUGH "CIRCUIT RUNS" WERE INDICATED IN THEIR ENTIRETY. 7. WHEN MULTIPLE HOME RUNS ARE COMBINED INTO A SINGLE RACEWAY SUCH THAT THE NUMBER OF CONDUCTORS EXCEEDS FOUR (CONDUCTOR COUNT IS MADE UP OF ANY COMBINATION OF PHASE AND NEUTRAL CONDUCTORS), THE FOLLOWING RESTRICTIONS APPLY, WHICH ARE IN ADDITION TO THOSE IN NFPA 70: 8. WHEN MULTIPLE HOME RUNS ARE COMBINED INTO A SINGLE RACEWAY SUCH THAT THE NUMBER OF CONDUCTORS EXCEEDS FOUR (CONDUCTOR COUNT IS MADE UP OF ANY COMBINATION OF PHASE AND NEUTRAL CONDUCTORS), THE FOLLOWING RESTRICTIONS APPLY, WHICH ARE IN ADDITION TO THOSE IN NFPA 70: 9. NORMAL OR NON-ESSENTIAL CIRCUITS. 9.0. MAXIMUM OF SIXTEEN (16) CONDUCTORS IN A SINGLE RACEWAY. FOR UP TO EIGHT (8) CONDUCTORS IN A RACEWAY, MINIMUM RACEWAY SIZE 3 4" INCH. FOR GREATER THAN EIGHT (8) CONDUCTORS, MINIMUM RACEWAY SIZE: 1" INCH. DO NOT INSTALL ANY OTHER TYPE OF CIRCUIT IN THIS RACEWAY. 10. THE MINIMUM WIRE SIZE FOR ALL CONDUCTORS IN THIS RACEWAY. NO. 10 AWG. 11. ONLY 15A AND 20A BRANCH CIRCUIT HOMERUNS MAY BE COMBINED INTO ONE RACEWAY. 12. GFCI CIRCUITS. 12.1. DO NOT USE MULTI -CONDUCTOR CIRCUITS, WITH A SHARED NEUTRAL, FOR ANY GFCI CIRCUIT BREAKER OR RECEPTACLE CIRCUIT. 13. FOR BRANCH CIRCUITS FED FROM GFCI CIRCUIT BREAKERS, LIMIT THE ONE-WAY CONDUCTOR LENGTH TO 100 FEET BETWEEN THE PANELBOARD AND THE MOST REMOTE RECEPTACLE OR LOAD ON THE GFCI CIRCUIT. 14. WIRING SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH COLOR CODE SYSTEM IN THE TABLE BELOW. IN LARGER SIZES, WHERE PROPERLY COLORED INSULATION IS NOT AVAILABLE, USE VINYL PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CONDUCTOR AT ALL TERMINATION POINTS, JUNCTION AND PULL BOXES. SYSTEM VOLTAGE CONDUCTOR TYPE COLOR 208Y/120 PHASE A BLACK PHASE B RED PHASE C BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN ISOLATED GROUND GREEN W/YELLOW STRIPE 15. TYPE MC CABLE MAY ONLY BE USED: 15.1. IN LIEU OF FLEXIBLE CONDUIT AND WIRING FROM LIGHT FIXTURES IN ACCESSIBLE CEILINGS TO JUNCTION BOXES (ATTACHED TO BUILDING STRUCTURE) ABOVE THE CEILING. PROVIDE CABLE WHIPS OF SUFFICIENT LENGTHS TO ALLOW FOR RELOCATING EACH LIGHT FIXTURE WITHIN A 5' FOOT RADIUS OF ITS INSTALLED LOCATION, BUT NOT EXCEEDING 6' FEE IN UNSUPPORTED LENGTHS. 15.2. FOR VERTICAL DROPS IN STUD WALLS. 15.3. IN LIEU OF EMT, ONLY 15A AND 20A BRANCH CIRCUITS (WITH UP TO FOUR (4) CONDUCTORS, NOT INCLUDING GROUND CONDUCTOR), AND ONLY IN DRY CONCEALED LOCATIONS ABOVE GRADE, EXCEPT WHERE SPECIFICALLY NOT PERMITTED BY NFPA 70. 16. DO NOT USE MC CABLE FOR THE FOLLOWING: 16.1. HOMERUNS TO PANELBOARDS. 16.2. WHERE EXPOSED TO VIEW. 16.3. WHERE EXPOSED TO DAMAGE. 16.4. HAZARDOUS LOCATIONS. 16.5. WET LOCATIONS. 16.6. WHEN RESTRICTED OTHERWISE ABOVE, AND WHEN SPECIFICALLY DISALLOWED BY THE LOCAL AHJ, OWNER OR BOTH. 17. PROPERLY IDENTIFY ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING WITH VINYL STICK -ON MARKERS OR EQUIVALENT. PROVIDE ENGINEER WITH A LIST OF PROPOSED IDENTIFYING NUMBERS FOR REVIEW PRIOR TO INSTALLING MARKERS. 18. PROVIDE AN EQUIPMENT -GROUNDING CONDUCTOR, OR BONDING JUMPER, AS APPLICABLE, IN ALL FEEDER AND NON -LIGHTING BRANCH CIRCUITS, SIZED IN ACCORDANCE WITH NFPA 70 TABLES 250.66 OR 250.122, AS APPLICABLE, UNLESS INDICATED AS LARGER ON THE DRAWINGS. 19. PROVIDE AN EQUIPMENT -GROUNDING CONDUCTOR, OR BONDING JUMPER, AS APPLICABLE, IN ALL BRANCH CIRCUITS AND FEEDERS, SIZED IN ACCORDANCE WITH NFPA 70 TABLES 250.66 OR 250.122, AS APPLICABLE, UNLESS INDICATED AS LARGER ON THE DRAWINGS. 20. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 3 PERCENT. 1-6 JUNCTION BOXES. PULL BOXES. CABINETS AND WIREWAYS 1. PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING TO NFPA 70 AND WHERE INDICATED ON THE DRAWINGS. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY NFPA 70, WHICHEVER IS LARGER. CONSTRUCTION SHALL BE OF A NEMA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED. 2. HORIZONTALLY MOUNT JUNCTION BOXES UNDER CENTER FIXTURES (AND CASES), HANDY BOXES OR 4" INCH SQUARE BOXES WITH TOPS OF BOXES NOT MORE THAN 3-1/20 INCHES ABOVE THE FLOOR. SIZE JUNCTION BOXES TO ADEQUATELY CONTAIN ALL REQUIRED CONDUCTORS AND SPLICES. 16B 1-7 OUTLET BOXES 1. ALL OUTLETS INCLUDING LIGHT FIXTURE, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS: NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO, OR APPROVED EQUAL, GALVANIZED STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY NFPA 70, WHICHEVER IS LARGER. SET ALL OUTLET BOXES IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO THEY ARE FLUSH WITH THE FINISHED SURFACE, ACCURATELY SET, AND RIGIDLY SECURED IN POSITION. PROVIDE PLASTER RINGS, EXTENSION RINGS AND/OR MASONRY RINGS AS REQUIRED FOR FLUSH MOUNTING. PROVIDE APPROVED CAST OUTLET BOXES, WITH HUBS AND WEATHERPROOF COVERS, IN ALL AREAS SUBJECT TO DAMP, WET, OR HARSH CONDITIONS. 16B 1-8 OUTLET LOCATIONS 1. COORDINATE LOCATIONS OF OUTLET BOXES. OUTLETS ARE ONLY APPROXIMATELY LOCATED ON THE SMALL SCALE DRAWINGS. USE GREAT CARE IN THE ACTUAL LOCATION BY CONSULTING THE VARIOUS LARGE SCALE DETAILED DRAWINGS USED BY OTHER DIVISION TRADES, AND BY SECURING DEFINITE LOCATIONS FROM THE ARCHITECT. 16B 1-9 MOUNTING HEIGHTS 1. REFER TO THE CONSTRUCTION DRAWINGS FOR MOUNTING HEIGHTS OF WIRING DEVICES AND SWITCHES. 16B 1-10 WIRING DEVICES 1. RECEPTACLES SHALL BE LEVTTON 120 -VOLT, 20 AMP, SERIES 16382-W DECORATOR STYLE, BACK WIRED, WALL SWITCHES SHALL BE LEVTTON 3821-2W OR 3823-2W. WHERE 15A RATED DEVICES ARE INDICATED ON THE DRAWINGS OR REQUIRED FOR CIRCUIT RATING LIMITATIONS, PROVIDE WIRING DEVICES EQUIVALENT TO THOSE INDICATED ABOVE FOR 20A, BUT RATED FOR 15A. 2. PROVIDE THE WIRING DEVICES WHERE SHOWN ON DRAWINGS OR REQUIRED. MINOR CHANGES RELATIVE TO THE LOCATION OF ELECTRICAL EQUIPMENT MAY BE MADE TO COMPLY WITH STRUCTURAL AND BUILDING REQUIREMENTS AS DETERMINED IN THE COURSE OF CONSTRUCTION. PROVIDE ALL WIRING DEVICES OF THE SAME MANUFACTURER AND NOT MIXED ON THE PROJECT, TO THE MAXIMUM EXTENT POSSIBLE. PROVIDE WHITE TOGGLES AND RECEPTACLES UNLESS OTHERWISE REQUESTED BY THE ARCHITECT. 16B 1-11 SWITCH AND OUTLET COVER PLATES 1. SWITCH AND OUTLET PLATES: COLORED, SMOOTH NYLON; BY THE SAME MANUFACTURER AS THE WIRING DEVICES, WHEREVER POSSIBLE. VERIFY DESIRED MATERIALS AND COLORS WITH ARCHITECT BEFORE INSTALLATION. SWITCH PLATES IN UNFINISHED ROOMS AND SPACES: BLACK. INSTALL GROUPS OF SWITCHES UNDER ONE (1) GANGED -PLATE, USUALLY HORIZONTALLY; OR, WHERE REQUIRED BY DETAILS, VERTICALLY. SET ALL COVER PLATES PLUMB, PARALLEL, AND FINISHED FLUSH WITH THE WALL 16B 1-12 WEATHERPROOF COVER PLATES 1. PROVIDE GFCI RECEPTACLES FOR DESIGNATED WEATHERPROOF RECEPTACLES, UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 2. FOR UNATTENDED, WET LOCATIONS: IN -USE NEMA 3R, UL -LABELED PLATES MOLDED FROM A CLEAR HIGH IMPACT ULTRAVIOLET STABILIZED POLYCARBONATE MATERIAL FOR EASY VERIFICATION THAT CORDS ARE PLUGGED IN AND THAT THE GFCI IS FUNCTIONING. 3. FOR ATTENDED WET OR DAMP LOCATIONS: WEATHERPROOF COVER PLATES, UL -LISTED FOR WET LOCATIONS WITH COVER(S) CLOSED; BLACK IN COLOR FOR SWITCHES AND VERTICALLY MOUNTED RECEPTACLES; DOUBLE- COVER FOR HORIZONTALLY MOUNTED RECEPTACLES; SELF-CLOSING COVERS. 4. COVER PLATES: BY THE SAME MANUFACTURER AS THE WIRING DEVICES; COMPLYING WITH NFPA 70 406.8 (A) OR (B) REQUIREMENTS FOR ATTENDED OR UNATTENDED USE AS APPLICABLE. 16B 2 ELECTRICAL SERVICE AND GROUNDING 16B 2-1 ELECTRICAL SERVICE 1. SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, AND OTHER REQUIREMENTS. 2. PROVIDE, OR ARRANGE WITH THE SERVING UTILITY FOR INSTALLATION TO PROVIDE, A RECORDING VOLTMETER AT THE SERVICE POINT, ON THE FIRST DAY THE FACILITY IS OPEN FOR BUSINESS, FOR A 24-HOUR VOLTAGE TEST. IF VOLTAGE AND REGULATION ARE NOT WITHIN ACCEPTABLE LIMITS, ARRANGE WITH THE UTILITY FOR PROPER VOLTAGE. SUBMIT TO THE OWNER A REPORT OF MAXIMUM AND MINIMUM VOLTAGE AND A COPY OF THE RECORDING VOLTMETER CHART. 16B 2-2 CONNECTION TO SERVING UTILITI 1. PROVIDE RACEWAYS, TERMINATIONS, METERING PROVISIONS, AND MISCELLANEOUS EQUIPMENT, AS REQUIRED, FOR ELECTRICAL AND TELEPHONE SERVICES FOR CONNECTION BY THE SERVING UTILITY, IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF ALL APPLICABLE CODES AND OF THE SERVING UTILITY INVOLVED. VERIFY ALL SERVICE TERMINATIONS AND CONNECTION POINTS IN THE FIELD AND WORK IN CONJUNCTION WITH THE UTILITY INVOLVED IN THE INSTALLATION OF ALL SERVICES. PROVIDE ALL MATERIALS AND EQUIPMENT REQUIRED FOR COMPLETE UTILITY CONNECTION BUT NOT FURNISHED BY THE SERVING UTILITY. NOTIFY THE UTILITY COMPANIES INVOLVED WITHIN TWO WEEKS AFTER NOTICE TO PROCEED, OF ALL REQUIRED INFORMATION NECESSARY FOR THE UTILITY TO SUPPLY THE PROJECT WITHOUT DELAY. PAY ALL CHARGES OF THE SERVING UTILITY FOR THE ELECTRICAL SERVICE(S). 16B 2-3 GROUNDING 1. PERMANENTLY AND EFFECTIVELY GROUND AND BOND THE ELECTRICAL INSTALLATION IN A THOROUGH AND EFFICIENT MANNER, AND IN CONFORMANCE, AT A MINIMUM, WITH NFPA 70, OR THESE DOCUMENTS, WHERE THEY EXCEED CODE REQUIREMENTS. USE BARE OR INSULATED CONDUCTORS, AS SPECIFIED HEREIN, AND OTHER MATERIALS INDICATED ON THE DRAWINGS. 16B 3 DISTRIBUTION AND CONTROL EQUIPMENT 16B 3-1 LIGHTING AND APPLIANCE PANELBOARDS 1. PANELBOARDS: GENERAL ELECTRIC TYPE AE OR AQ, AS APPLICABLE, BASED ON VOLTAGE AND AMPERE RATINGS AND REQUIRED SHORT-CIRCUIT INTERRUPTING RATINGS AS SCHEDULED ON THE DRAWINGS, UNLESS OTHERWISE INDICATED; COMPLETE WITH BOLT -ON THERMAL MAGNETIC, MOLDED CASE CIRCUIT BREAKERS ASSEMBLED IN A DEAD -FRONT FINISHED CABINET CONTAINING A TYPEWRITTEN CARD DIRECTORY INDICATING EXACTLY WHAT EACH CIRCUIT BREAKER CONTROLS; FULLY -OR SERIES RATED AND WITH THE INTEGRATED SHORT CIRCUIT CURRENT RATINGS INDICATED ON THE DRAWINGS. PLUG-IN TYPE BREAKERS WILL NOT BE ACCEPTABLE. ALL TWO AND THREE POLE BREAKERS: COMMON TRIP TYPE. BREAKERS USED AS SWITCHES FOR 120V OR 277V LIGHTING CIRCUITS: APPROVED FOR THE PURPOSE AND MARKED "SWD". BREAKERS USED FOR THE PROTECTION OF HVAC AND REFRIGERATION EQUIPMENT: HACR TYPE. 166 3-2 SERIES RATINGS ON PANELBOARDS 1. LABEL PANELBOARDS WITH A UL INTEGRATED SHORT CIRCUIT CURRENT RATING. 2. WHEN SERIES RATINGS ARE APPLIED WITH INTEGRAL OR REMOTE UPSTREAM DEVICES, PROVIDE LABELS COMPLYING WITH NFPA 70 ARTICLES 240.86 AND 110.22. IN ADDITION TO THE WARNING LABEL, INCLUDE, AT A MINIMUM, THE FOLLOWING CONDITIONS OF THE UL 67 SERIES RATINGS: 2.1. SIZE AND TYPE OF UPSTREAM DEVICE. 2.2. BRANCH DEVICES THAT CAN BE USED. 2.3. UL SERIES SHORT CIRCUIT CURRENT RATING. 3. WHEN THERE IS NOT ENOUGH ROOM IN THE EQUIPMENT TO SHOW ALL THE LEGITIMATE SERIES RATED COMBINATIONS, REFERENCE A BULLETIN SUPPLIED WITH THE PANELBOARD, UL 67. 4. SERIES RATINGS SHALL COVER ALL TRIP RATINGS OF INSTALLED FRAMES. 16B 3-3 DISCONNECT (SAFETY) SWITCHES 1. DISCONNECT (SAFETY) SWITCHES: GENERAL ELECTRIC FUSED OR NON-FUSED TYPE THD (AS INDICATED ON DRAWINGS OR REQUIRED) NEMA KS1, HEAVY DUTY, EXTERNALLY OPERATED, VISIBLE -BLADE SAFETY SWITCHES; NEMA ENCLOSURE TYPE INDICATED ON THE DRAWINGS OR SUITABLE FOR THE ENVIRONMENT IN WHICH INSTALLED. BASED ON FUSIBLE SWITCH AND FUSE SIZES INDICATED, INCLUDE CLASS R, J, OR L FUSE PROVISIONS AS APPLICABLE. 2. WHERE INDICATED, PROVIDE FUSIBLE SWITCHES PERMANENTLY LABELED AS SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT, WITH INTEGRAL AND SEPARATE NEUTRAL AND GROUND ASSEMBLIES, SUITABLE FOR THE SIZES OF CONDUCTORS INDICATED. DO NOT DOUBLE -LUG ANY TERMINATIONS NOT SPECIFICALLY LISTED AS SUITABLE FOR MORE THAN ONE (1) CONDUCTOR. 3. PROVIDE SWITCHES WHERE NOT FURNISHED WITH THE STARTING EQUIPMENT, AT ALL OTHER POINTS REQUIRED BY NFPA 70, AND WHERE INDICATED ON THE DRAWINGS. 166 3-4 FUSES 1. PROVIDE EACH CIRCUIT AND SET OF FUSE CUPS THROUGHOUT THE WORK WITH BUSSMANN, FERRAZ SHAWMUT, OR LITTLEFUSE FUSES, SIZES AND TYPES AS REQUIRED OR INDICATED. ALL FUSES LARGER THAN 60OA: UL CLASS L, SIMILAR TO TYPE KRP-C BUSSMANN LOW PEAK OR EQUAL FUSES USED TO PROTECT MOTORS: UL CLASS RK5, BUSSMANN FUSETRON OR EQUAL FUSES USED TO PROTECT ALL OTHER ELECTRICAL EQUIPMENT. UL CLASS RK1, DUAL ELEMENT, BUSSMANN LPS/LPN OR EQUAL ALL FUSED DEVICES SHALL BE LABELED AS TO TYPE AND SIZE OF FUSE REQUIRED. 2. FURNISH THREE (3) SPARE FUSES OF EACH SIZE AND TYPE USED ON THE PROJECT (EXCEPT FOR MAIN SWITCH FUSES, FURNISH ONE (1) SPARE), NEATLY CONTAINED IN A PROPERLY LABELED CABINET. 16B 4 LIGHT FIXTURES. LAMPS AND BALLASTS 16B 4-1 LIGHT FIXTURE LOCATIONS 1. LIGHT FIXTURES SHOWN ON THE ELECTRICAL DRAWINGS REPRESENT GENERAL ARRANGEMENTS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE EXACT LOCATIONS. COORDINATE LOCATION WITH ALL OTHER TRADES BEFORE INSTALLATION TO AVOID CONFLICTS. COORDINATE LIGHT FIXTURE LOCATIONS IN MECHANICAL ROOMS WITH FINAL INSTALLED PIPING AND DUCTWORK LAYOUTS. 16B 4-2 LIGHT FIXTURES 1. PROVIDE LIGHT FIXTURES AS SCHEDULED ON DRAWINGS, INCLUDING ALL LAMPS, ALL NECESSARY ACCESSORIES, MATERIAL AND LABOR TO SECURELY HANG, CLEAN, AND MAKE LIGHT FIXTURES COMPLETELY READY FOR USE. LIGHT FIXTURE MODEL NUMBERS SCHEDULED ON THE DRAWINGS SHOW ONLY THE MANUFACTURER, GRADE AND STYLE OF LIGHT FIXTURES REQUIRED. PROVIDE: ALL HANGERS, SUPPORTS, AND MISCELLANEOUS HARDWARE REQUIRED TO INSTALL LIGHT FIXTURES; PROPER TRIM TO FIT EACH CEILING CONDITION ACTUALLY ENCOUNTERED; ADDITIONAL TIE WIRES CONNECTED TO STRUCTURE TO CONFORM TO SEISMIC REQUIREMENTS WHERE REQUIRED BY THE APPLICABLE BUILDING CODE. 2. PACKAGING OF LIGHT FIXTURES WILL NOT BE ALLOWED. ONLY THOSE LUMINARIES LISTED IN THE LIGHT FIXTURE SCHEDULE, OR APPROVED IN ACCORDANCE WITH SUBSTITUTIONS OF THESE SPECIFICATIONS, WILL BE ACCEPTED. WHERE THE LIGHT FIXTURE SCHEDULE INDICATES AN ALLOWANCE FOR A SPECIFIC LIGHT FIXTURE, THE PRICE IS A CONTRACTOR PRICE. INCLUDE ALL ADDITIONAL COSTS FOR FREIGHT, LAMPS, AND INSTALLATION OF LIGHT FIXTURE AND LAMPS. 3. SURFACE -MOUNT ALL LED LIGHT FIXTURES LOCATED IN AREAS WITHOUT SUSPENDED CEILINGS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PROVIDE RIGID METAL SPACERS FINISHED IN WHITE ENAMEL BETWEEN THE TOP OF EACH LIGHT FIXTURE AND THE CEILING ABOVE TO MAINTAIN A 1-1/2" INCH SPACE. SPACERS SHALL BE APPROVED BEFORE INSTALLATION. 4. INSTALL LED LIGHT FIXTURES HUNG IN CONTINUOUS ROWS ON CHANNEL STRUTS SPECIFICALLY DESIGNED FOR THIS PURPOSE. 5. INSTALL ALL LED LIGHT FIXTURES LOCATED IN AREAS WITHOUT CEILINGS IMMEDIATELY BELOW THE ROOF -FRAMING MEMBERS, OR SUSPENDED FROM CHAIN HANGERS SUITABLE IN LENGTH TO PROVIDE THE INDICATED MOUNTING HEIGHT. HANGERS: "HYDEE" HANGER TYPE FOR OUTLET BOX MOUNTING, COMPLETE WITH GROUNDING RECEPTACLE, PLUG, 3 -WIRE CORD AND NECESSARY CHAIN. 6. THROUGH WIRING OF RECESSED LIGHT FIXTURES, IN SUSPENDED CEILINGS, IS NOT PERMITTED. CONNECT EACH LIGHT FIXTURE BY A WHIP TO A JUNCTION BOX. PROVIDE CABLE WHIPS OF SUFFICIENT LENGTHS TO ALLOW FOR RELOCATING EACH LIGHT FIXTURE WITHIN A 5' FOOT RADIUS OF ITS INSTALLED LOCATION, BUT NOT EXCEEDING 6' FEET IN UNSUPPORTED LENGTHS. 16B 4-3 LAMPS 1. PROVIDE LAMPS AS INDICATED ON THE DRAWINGS FOR ALL LIGHT FIXTURES; OR, IF NOT INDICATED, AS RECOMMENDED BY THE LIGHT FIXTURE MANUFACTURER. IN ALL CASES, LAMPS SHALL BE COMPATIBLE WITH THE SPECIFIED LIGHT FIXTURE. ACCEPTABLE LAMP MANUFACTURERS: GENERAL ELECTRIC, OSRAM/SYLVANIA, PHILIPS, OR VENTURE. 2. ALL LED LAMPS SHALL BE MINIMUM OF 3500 DEGREES K, WITH A MINIMUM COLOR- RENDERING INDEX OF 70, UNLESS NOTED OR DIRECTED OTHERWISE. ALL FLUORESCENT LAMPS IN SALES AREAS SHALL BE 3000 DEGREES K WITH A COLOR -RENDERING INDEX OF 80. ALL METAL HALIDE LAMPS IN SALES AREAS SHALL BE COATED, 3000 DEGREES K WITH A COLOR -RENDERING INDEX OF 70. 3. INCANDESCENT LAMPS: TYPE AND WATTAGE AS SHOWN ON THE DRAWINGS; RATED 130V UNLESS OTHERWISE SCHEDULED OR SPECIFIED. 16B 4-4 BALLASTS 4. FLUORESCENT BALLASTS: LOW HEAT TYPE; THERMALLY PROTECTED AGAINST OVERHEATING; ETL-CBM, CLASS P TO MEET ALL REQUIREMENTS OF SECTION 410-73 (E) OF THE NFPA 70 AS A MINIMUM; COMPLY WITH THE NATIONAL BALLAST ENERGY LAW, 90- PERCENT POWER FACTOR OR GREATER; SOUND LEVELS NOT EXCEEDING CLASS A AMBIENT NOISE LEVELS. 4.1. INDOOR FLUORESCENT BALLASTS: ELECTRONIC TYPE SUITABLE FOR OPERATION OF T8 LAMPS; TOTAL HARMONIC DISTORTION LESS THAN 20 PERCENT, FREQUENCY OF OPERATION OF 20 KHZ OR GREATER WITH NO VISIBLE FUCKER; UNE TRANSIENT WITHSTAND RATINGS AS DEFINED IN ANSI/IEEE C62.41, CATEGORY A; MANUFACTURERS: ADVANCE REL/VEL SERIES OR APPROVED EQUAL BY MAGNETEK, MOTOROLA, OR OSRAM. 4.2. EXTERIOR AND LOW TEMPERATURE FLUORESCENT BALLASTS: SHALL BE ELECTRONIC TYPE SUITABLE FOR OPERATION OF T8 LAMPS; SHALL HAVE A TOTAL HARMONIC DISTORTION LESS THAN 20 PERCENT, SHALL HAVE A FREQUENCY OF OPERATION OF 20 KHZ OR GREATER AND OPERATE WITH NO VISIBLE FUCKER; SHALL WITHSTAND UNE TRANSIENTS AS DEFINED IN ANSI/IEEE C62.41, CATEGORY A; SHALL HAVE A MINIMUM STARTING TEMPERATURE OF -20 DEGREES R AND SHALL BE ADVANCE REL/VEL SERIES OR EQUAL OF MAGNETEK OR MOTOROLA. 5. COMPACT FLUORESCENT BALLASTS: SHALL BE THERMALLY PROTECTED AGAINST OVERHEATING; SHALL BE CLASS P; SHALL HAVE A MINIMUM 90% POWER FACTOR; SOUND LEVELS SHALL NOT EXCEED CLASS A AMBIENT NOISE LEVELS; AND SHALL BE LOW HEAT TYPE. ALL BALLASTS SHALL BE BY ADVANCE. BALLASTS FOR 36W THRU 55W LAMPS SHALL BE MARK V ELECTRONIC TYPE. 6. HIGH-INTENSITY DISCHARGE (HID) BALLASTS (INCLUDES HIGH PRESSURE SODIUM (HPS) AND METAL HALIDE (MH)): SHALL HAVE A POWER FACTOR GREATER THAN 90% ; COMPLY WITH UNDERWRITERS LABORATORY (UL) 1029; PROVIDE NORMAL OPERATION AND LIGHT OUTPUT WITH THE INPUT VOLTAGE IS WITHIN 10% OF NOMINAL BALLAST RATING (EXCEPT HPS LAMPS SMALLER THAN 25OW WHICH MUST HAVE THE INPUT VOLTAGE WITHIN +5% ); SHALL HAVE A MINIMUM STARTING TEMPERATURE OF -20' DEGREES F. PROVIDE ENCAPSULATED AND REMOTE TYPES WHERE INDICATED ON THE DRAWINGS. 7. EMERGENCY LED BALLASTS: SHALL BE BODINE B50 OR IOTA 1-232 FOR 4' FOOT LED LAMPS; SHALL BE BODINE B30 OR IOTA 1-160 FOR 8' FOOT LED LAMPS. 8. LIGHTING FIXTURES SHALL BE EQUIPPED WITH DISCONNECTING MEANS IN ACCORDANCE WITH NEC 410.73(G). 16B 5 MISCELLANEOUS ELECTRICAL 16B 5-1 WIRING OF MECHANICAL EQUIPMENT 1. PROVIDE ALL RACEWAYS AND POWER WIRING FOR ALL DIVISION 15 EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS, INCLUDING, BUT NOT LIMITED TO, PUMPS, WATER HEATERS, AND HVAC EQUIPMENT, AND ALL UNE -VOLTAGE CONTROL AND INTERLOCK WIRING NOT PROVIDED UNDER DIVISION 15. CONNECT PER MANUFACTURERS' WIRING DIAGRAMS. COORDINATE WITH DIVISION 15 FOR DISCONNECTS FURNISHED WITH EQUIPMENT, AND PROVIDE ALL DISCONNECT SWITCHES AS REQUIRED. AFTER INSTALLING WIRING, VERIFY THAT EACH MOTOR LOAD HAS THE CORRECT PHASE ROTATION. 2. VERIFY THE ACTUAL "MAXIMUM OVERCURRENT PROTECTION" (MOCP) DEVICE RATINGS AND "MINIMUM CIRCUIT AMPACTTY" (MCA) CONDUCTOR SIZING FOR MECHANICAL EQUIPMENT FROM THE EQUIPMENT NAMEPLATE. BASE ELECTRICAL INSTALLATIONS ON ACTUAL REQUIRED AMPERAGES, WHICH MAY VARY SOMEWHAT FROM THE CONDUCTOR AND EQUIPMENT SIZES SHOWN ON THE DRAWINGS; HOWEVER, IN NO CASE, REDUCE THE SIZE OF CONDUCTORS INDICATED ON THE DRAWINGS WITHOUT AUTHORIZATION FROM THE ENGINEER. PROVIDE PROPERLY SIZED ELECTRICAL WIRING AND EQUIPMENT WITHOUT EXTRA COST TO THE OWNER. NOTIFY THE ENGINEER OF ALL CHANGES REQUIRED IN THE ELECTRICAL INSTALLATION DUE TO EQUIPMENT VARIANCES SO THAT THE EFFECTS ON FEEDERS, BRANCH CIRCUITS, PANELBOARDS, FUSES AND CIRCUIT BREAKERS CAN BE CHECKED PRIOR TO PURCHASING AND INSTALLATION. BE RESPONSIBLE FOR COORDINATING WITH DIVISION 15 TO VERIFY THE ACTUAL AMPACITIES AND CORRECT SIZES OF ALL CONDUCTORS AND OVERCURRENT PROTECTIVE DEVICES FOR ALL EQUIPMENT, AND CORRECT OVERLOAD HEATERS FOR ALL MOTORS, WHEN STARTERS ARE PROVIDED UNDER DIVISION 16. 16B 5-2 WIRING OF THERMOSTATS, TIME AND TEMPERATURE CONTROLS 1. PROVIDE ALL RACEWAYS, POWER WIRING, AND LINE -VOLTAGE CONTROL AND INTERLOCK WIRING NOT PROVIDED UNDER DIVISION 15, FOR ALL THERMOSTATS, TEMPERATURE CONTROL DEVICES, AND CONTROLS, INCLUDING, BUT NOT LIMITED TO, NIGHT -STATS, WATER HEATER INTERLOCKS, TIME SWITCHES AND OVERRIDE TIMERS. SEE MECHANICAL DRAWINGS FOR LOCATIONS AND TEMPERATURE CONTROL DIAGRAMS. LOW -VOLTAGE CONDUCTORS FOR THERMOSTATS AND TEMPERATURE CONTROL SYSTEM MAY BE RUN EXPOSED ABOVE FINISHED ACCESSIBLE CEILINGS, IF APPROVED AND LISTED FOR THIS PURPOSE, BUT SHALL BE INSTALLED IN CONDUIT WITHIN WALLS AND WHERE EXPOSED IN THE WORK AREAS. 166 5-3 TELEPHONE SYSTEM PROVISIONS 1. PROVIDE INCOMING TELEPHONE SERVICE RACEWAYS AS INDICATED ON DRAWINGS OR AS REQUIRED BY THE SERVING TELEPHONE COMPANY. PROVIDE 3/4" INCH THICK PLYWOOD BOARD, FIRE -RETARDANT -TREATED AND STAMPED FRT, SECURELY ANCHORED TO THE WALL, AT THE LOCATION AND OF THE SIZE AS INDICATED ON THE DRAWINGS. PROVIDE FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 1" INCH EMT STUB -UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS INDICATED ON THE DRAWINGS. 166 5-4 DATA SYSTEM PROVISIONS 1. PROVIDE FLUSH MOUNTED DATA OUTLET BOXES WITH 1" INCH CONDUIT STUB -UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS INDICATED ON THE DRAWINGS. 16B 5-5 TIME SWITCHES 1. TIME SWITCHES: TYPE INDICATED, WITH MANUAL BYPASS SWITCH, NEMA ENCLOSURE SUITABLE FOR THE ENVIRONMENT INSTALLED; NUMBER AND TYPES OF CONTACTS, SEQUENCE, AND VOLTAGE AS INDICATED ON THE DRAWINGS, OR AS REQUIRED, BASED ON THE TIME SWITCH FUNCTION AND THE NUMBER OF BRANCH CIRCUITS OR CONTACTORS CONTROLLED. PROVIDE WIRING TO PHOTOCELLS, CONTACTORS, RELAYS OR OTHER CONTROL POINTS AS REQUIRED. MANUFACTURERS: INTERMATIC, PARAGON OR TORK. 1.1. ELECTROMECHANICAL 16B 5-6 PHOTO CONTROL THE PHOTO CONTROL SHALL: 1. PROVIDE AUTOMATIC SWITCHING FOR LIGHTING LOADS USING A THERMAL DESIGN WITH BUILT-IN DELAY TO ENSURE THAT THE CONTROLLED LIGHTING DOES NOT SWITCH OFF DUE TO AMBIENT LIGHT OR LIGHTNING STRIKING THE PHOTOCELL 2. HAVE A RATING BASED ON UL TESTING AT 50% POWER FACTOR FOR BALLAST LOADS, BE UL LISTED, AND MEET ALL APPLICABLE AGENCY REQUIREMENTS 3. BE STEM -MOUNTING TYPE WITH ALL NECESSARY MOUNTING HARDWARE AND INSTRUCTIONS; HAVE A HOUSING CONSTRUCTED OF HIGH IMPACT POLYCARBONATE; PHOTO CONTROL COMPONENTS CONSISTING OF A METAL FILM RESISTOR, DUAL TEMPERATURE COMPENSATING BI -METAL BLADES, SNAP ACTION CONTACT BLADES, CHEMICALLY TREATED POLYMER ENCAPSULATED CADMIUM SULFIDE PHOTOCELL AND SILVER ALLOY CONTACTS TO ENSURE RELIABLE 5 YEAR MANUFACTURER WARRANTED OPERATION. PHOTO CONTROL SHALL BE 100% FACTORY TESTED FOR FUNCTION WITHIN MANUFACTURER'S SPECIFIED LIGHT LEVELS. 4. BE FROM THE SAME MANUFACTURER OF AND TOTALLY COMPATIBLE WITH THE TIME SWITCHES SPECIFIED ABOVE. 166 5-7 LIGHTING CONTACTORS LIGHTING CONTACTORS: 1. INDUSTRIAL DUTY TYPE; SILVER ALLOY, DOUBLE BREAK CONTACTS, CONVERTIBLE WITH NO AND NC INDICATORS; CAPABLE OF ADDING POLES IN THE FIELD; NUMBER AND RATING OF POLES AS INDICATED ON THE DRAWINGS OR REQUIRED BY THE LOAD CONTROLLED; TYPED DIRECTORY AFFIXED TO THE INSIDE OF THE ENCLOSURE DOOR LISTING ALL BRANCH CIRCUITS SWITCHED AND THE CONTROL POWER BRANCH CIRCUIT. 2. SHORT CIRCUIT CURRENT RATING: 2.1. 22,000A AT 240V MAXIMUM 3. ENCLOSURES: 3.1. NEMA 1 4. COIL VOLTAGE: 4.1. 120V AC 5. ELECTRICALLY -HELD TYPE: 6. ACCESSORIES: 6.1. HAND -OFF -AUTO (HOA) SELECTOR SWITCH 6.2. PHOTOCELL AS SHOWN 7. CONTROL INTERFACE: 7.1. 2 -WIRE 8. MANUFACTURER: 8.1. GE 463 SERIES 8.2. EQUIVALENT SQUARE D CLASS 8903 L s p,,!OWt Asst CAA 0 17 I :*A1 t! IF= Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636349.1730 .� �A ,&!��" 104- • - - - 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com �0 REG7, on 0% " ;n e°aa DARRF ROY as f1 V I. CIA V-*; 9 NUMBER r 32485 .*' � Oz')/ONAL . 00 4� aQ�� 11'>y 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: ELECTRICAL SPECIFICATIONS Drawing No. E-7.02 01'' 15i 11NOM PLUMBING SYMBOLS NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ABBREVIATIONS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. ANNOTATION PIPING O PLUMBING PLAN NOTE CALLOUT PLUMBING SHEET INDEX SHEET NO. SHEET DESCRIPTION DOMESTIC COLD WATER (CW) PLUMBING SCHEDULES PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED PLUMBING SITE PLAN P3.01 DOMESTIC HOT WATER (HW) P3.02 O AND INSTALLED). REFER TO PLUMBING FIXTURE OR EQUIPMENT PLUMBING RISER DETAILS T TRAP PRIMER LINE (T) SCHEDULES PLUMBING SPECIFICATIONS P6.02 PLUMBING SPECIFICATIONS S SANITARY PIPING -BELOW FLOOR (S) EQUIPMENT DESIGNATION (OWNER FURNISHED, TOTAL NATURAL GAS CONNECTED LOAD 400 GAS METER REQUIREMENTS CONTRACTOR INSTALLED) 400 TOTAL DEVELOPED LENGTH INCLUDING EQUIVALENT PIPE LENGTH FOR FITTING AND VALVE FRICTION LOSSES TO GAS METER. 144 FT X 1.2= 173 FT Wy O OILY WASTE GW ( ) MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED 1/2" V VENT (V) eAND INSTALLED UNLESS NOTED OTHERWISE) 15 ID INDIRECT DRAIN (ID) DRINKING FOUNTAIN (1) 1/2" 29.5 CWFU CD CONDENSATE DRAIN (CD) CONNECTION POINT OF NEW WORK TO EXISTING JANITOR'S SINK 1/2" NA 1/2" Y ACD AUXILIARY CONDENSATE DRAIN (ACD) 1 DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER NA SPD (SPD) SUMP OR SEWAGE PUMP DISCHARGE SPD M1 LOWER NUMBER INDICATES SHEET NUMBER FLOOR DRAIN REFER TO PLAN FOR SIZES SINK KITCHEN (1) 1/2" G NATURAL GAS (G) 1 SECTION CUT DESIGNATION 1.4 2" 2" WS WATER SERVICE (WS) M1 WALL CLEANOUT OP OIL PIPING STANDARD MOUNTING HEIGHTS CLEANOUT TO GRADE ® FLOOR SIZE & TYPE ICE -MAKER CONNECTION BOX (1) 1/2" .25 DRAN, BALLPLUMBING .25 (AFF, AFG, UNLESS NOTED OTHERWISE) 2" TRAP PRIMER (1) 1/2" .25 - .25 - SHUTOFF VALVE REFER TO THE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. WATER METER UNO, INSTALL PLUMBING FIXTURES WITH THE MOUNTING HEIGHTS AS LISTED BELOW STRAINER WITH FINAL APPROVAL BY THE ARCHITECT. STRAINER WITH BLOWOFF ADA ACCESSIBLE DRINKING FOUNTAIN 35" FLOOR TO RIM '& GAS PRESSURE REGULATOR� ADA ACCESSIBLE LAVATORIES 34" FLOOR TO RIM THERMOSTATIC MIXING VALVE ADA ACCESSIBLE SHOWER VALVES 38" MINIMUM TO 48" MAXIMUM BACKFLOW PREVENTER FLOOR TO CENTERLINE ♦ PRESSURE GAUGE ADA ACCESSIBLE TUB VALVES CENTER BETWEEN GRAB BAR UNION AND TUB RIM FLANGE CONNECTION ADA ACCESSIBLE URINALS 17" FLOOR TO RIM HOSE BIBB (HB) ADA ACCESSIBLE WATER CLOSET 17" TO 19" FLOOR TO CLEANOUT TOP OF SEAT WALL CLEANOUT (WCO) ADA ACCESSIBLE WATER COOLER 35" FLOOR TO RIM ® FLOOR CLEANOUT (FCO) ADULT STANDARD DRINKING FOUNTAIN 40" FLOOR TO RIM 0 EXTERIOR CLEANOUT (ECO) ADULT STANDARD WATER COOLER 30" FLOOR TO RIM �O ELBOW UP CHILD STANDARD DRINKING FOUNTAIN 30" FLOOR TO RIM ELBOW DOWN CHILD STANDARD WATER COOLER 14" FLOOR TO RIM TEE UP CHILD URINAL 14" FLOOR TO RIM TEE DOWN CLINIC SERVICE SINKS 30" FLOOR TO RIM ELBOW UP WITH SHUT-OFF VALVE (SOV) JANITOR'S SINK FAUCET FITTINGS 42" FLOOR TO CENTERLINE HOSE BIBS 36" AFF TO CENTERLINE ELBOW DOWN WITH SHUT-OFF VALVE (SOV) ICE MAKER OUTLET BOXES 24" FLOOR TO CENTER OF BOX TEE UP WITH SHUT-OFF VALVE (SOV) LAVATORY OR SINK 31" FLOOR TO RIM dh TEE DOWN WITH SHUT-OFF VALVE (SOV) NON FREEZE HYDRANT 18" AFG TO CENTERLINE OW A W WATER HAMMER ARRESTER (WHA) WITH PDI SIZES, (A, B, C, D, & E) SHOWER HEADS 6'-0" MEN & 5'-6" WOMEN FLOOR TO CENTERLINE OD P -TRAP SHOWER VALVES 48" MEN & 42" WOMEN FLOOR GAS COCK TO CENTERLINE STANDARD URINALS 22" FLOOR TO RIM SURGEON'S SCRUB -UP SINKS 35" FLOOR TO FRONT RIM TUB VALVES 32" FLOOR TO CENTELINE WASHING MACHINE OUTLET BOXES 42" FLOOR TO RIM WATER CLOSET 15" FLOOR TO RIM ABBREVIATIONS AFF ABOVE FINISHED FLOOR MH MANHOLE AFG ABOVE FINISHED GRADE MIN MINIMUM AHU AIR HANDLING UNIT N/C NORMALLY CLOSED BFF BELOW FINISHED FLOOR N/O NORMALLY OPEN BFG BELOW FINISHED GRADE ORD OVERFLOW ROOF DRAIN BOP BOTTOM OF PIPE PDI PLUMBING DRAINAGE INSTITUTE BOS BOTTOM OF STRUCTURE PVC POLYVINYL CHLORIDE BTU BRITISH THERMAL UNIT PRV PRESSURE REDUCING VALVE CPVC CHLORINATED POLYVINYL RD ROOF DRAIN CHLORIDE RPM REVOLUTIONS PER MINUTE DN DOWN RTU ROOFTOP UNIT DFU DRAINAGE FIXTURE UNIT SF SQUARE FEET, SUPPLY FAN DS DOWNSPOUT SP SUMP PUMP ETR EXISTING TO REMAIN SS STAINLESS STEEL, SANITARY EWC ELECTRIC WATER COOLER SEWER, SOIL STACK FD FLOOR DRAIN MH TOTAL DYNAMIC HEAD FFA FROM FLOOR ABOVE TFA TO FLOOR ABOVE FIFB FROM FLOOR BELOW TFB TO FLOOR BELOW FF FINISHED FLOOR NP TYPIC FL FLOW UNE UL UNDERWRITERS LABORATORIES, FLA FULL LOAD AMPS INC. FLR FLOOR LINO UNLESS NOTED OTHERWISE GPM GALLONS PER MINUTE UPS UNINTERRUPTIBLE POWER SUPPLY HD HEAD, HUB DRAIN V VOLT(S) IE INVERT ELEVATION VCP VITRIFIED CLAY PIPE IN WC INCHES OF WATER COLUMN VS VENT STACK JB JUNCTION BOX VTR VENT THROUGH ROOF J -BOX JUNCTION BOX W/ WITH kW KILOWATT W/O WITHOUT MAU MAKE-UP AIR UNIT MAX MAXIMUM WC WATER COLUMN MBH 1000 BTU PER HOUR WS WASTE STACK WSFU WATER SUPPLY FIXTURE UNIT PLUMBING FIXTURE SCHEDULE: *******(NO SUBSTITUTIONS)******* FIXTURES IN THIS SCHEDULE (NO SUBSTITUTIONS) ARE PROVIDED BY THE PLUMBING CONTRACTOR. SUBMIT SHOP DRAWINGS ON EACH OF THESE ITEMS. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION AND INSTALLATION REQUIREMENTS. VERIFY ROUGH -IN REQUIREMENTS WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE PLUMBING FIXTURE MOUNTING HEIGHTS. COTG EXTERIOR CLEANOUT: JAY R. SMITH # 4261L SERIES DUCO CAST IRON DOUBLE FLANGED HOUSING WITH HEAVY DUTY SECURED SCORIATED CAST IRON COVER WITH UFTING DEVICE AND CLEANOUT BODY WITH ABS PLASTIC PLUG WITH GASKET SEAL AND PUSH -ON JOINT. REFER TO SPECIFICATIONS FOR INSTALLATION. DCO DOUBLE CLEANOUT: TWO (2) JAY R. SMITH J 4261L SERIES DUCO CAST IRON DOUBLE FLANGED HOUSING WITH HEAVY DUTY SECURED SCORIATED CAST IRON COVER WITH LIFTING DEVICE AND CLEANOUT BODY WITH ABS PLASTIC PLUG WITH GASKET SEAL AND PUSH -ON JOINT. REFER TO SPECIFICATIONS FOR INSTALLATION. FCO FLOOR CLEANOUT - HEAVY DUTY: JAY R. SMITH J 4111 L CAST IRON BODY, FLASHING FLANGE WITH CLAMPING COLLAR, ABS PLUG, AND ADJUSTABLE, ROUND, SECURED, HEAVY DUTY SCORIATED NICKEL BRONZE TOP. REFER TO SPECIFICATIONS FOR INSTALLATION. WCO WALL CLEANOUT : JAY R. SMITH 4530S, CAST IRON CLEANOUT TEE, COUNTER SUNK PLUG, STAINLESS STEEL ROUND COVER D SCREW, AND IRON PLUG WITH GASKET SEAL REFER TO SPECIFICATIONS FOR INSTALLATION. NOTE FOR CLEANOUTS: USE TYPICAL CLEANOUTS, AVOID WALL CLEANOUTS WHENEVER POSSIBLE. EWC ELECTRIC WATER COOLER (ADA ACCESSIBLE) : ELKAY EZSTL8SLK ELKAY EZH2O BOTTLE FILLING STATION & VERSATILE BI -LEVEL ADA COOLER, NON FILTERED 8GPH LIGHT GRAY. CHILLING CAPACITY of 8 GPH OF 50' WATER BASED ON 80' INLET TEMPERATURE AND 90' AMBIENT, PER ASHRAE 18 TESTING. FETURES SHALL INCLUDE HANDS FREE, GREEN TICKER, LAMINAR FLOW, ANTIMICROBIAL, REAL DRAIN. FURNISHED WITH FLEXGUARD SAFETY BUBBLER. ELECTRONIC BOTTLE FILLER SENSOR WITH ELECTRONIC FRONT AND SIDE BIBBLER PUSH BAR ACTIVATION. PRODUCT SHALL BE WALL MOUNT (ON WALL) FOR INDOOR APLUCATIONS, SERVING 2 STATIONS. UNIT SHALL BE CERTIFIED TO UL 399 AND CAN/CSA C22.2 NO.120. UNIT SHALL BE LEAD-FREE DESIGN WHICH IS CERTIFIED TO NSFANSI 61 & 372. McGUIRE J 8872CF 1-1/4" 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP AND WASTE ARM WITH CLEANOUT PLUG AND ESCUTCHEON. ELECTRICAL REQUIREMENTS: 120 -VOLT, 6.0 FULL LOAD AMPS. O EXPANSION TANK : AMTROL "THERM-X-TROL"# ST -5, WELDED STEEL PRESSURE TANK, M POLYPROPYLENE LINING, FLEXIBLE BUDIAPHRAGM, AIR CHARGING VALVE, 150 PSI MAXIMUM WORKING PRESSURE, 2.0 GALLON CAPACITY, 0.45 MAXIMUM ACCEPTANCE FACTOR, 3/4" PIPE CONNECTION. SET THE AIR CHARGE PRESSURE TO MATCH EXISTING WATER SYSTEM PRESSURE. FD -1 FLOOR DRAIN : JAY R .SMITH # 2005L (-A), CAST IRON BODY AND CLAMPING COLLAR, ADJUSTABLE 6" ROUND NICKEL BRONZE STRAINER. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. NOTE FOR FLOOR DRAINS: USE 6" DRAINS IN SHOP, AND 4" DRAINS IN RESTROOMS. HB HOSE BIBS: CHICAGO FAUCET # 952 -CP, POLISHED CHROME PLATED BRASS, 3/4" FEMALE INLET, 3/4" THREADED HOSE CONNECTION, # 293-6 LOOSE KEY HANDLE, AND INTEGRAL VACUUM BREAKER. S01 SAND/OIL SEPARATOR: PRE -CAST CONCRETE SAND/OIL, 750 GAL, GRADE 60 REINFORCED WITH REBAR CONFORMING TO ASTM A-615 WITH 24" CAST IRON RING AND A-1161 COVER STAMPED SEWER. SEE 06/P5.01 L-1 WALL -MOUNTED LAVATORY : AMERICAN STANDARD # 0355.012 "LUCERNE" 20-1/2" X 18-1/4" RECTANGULAR WALL MOUNTED WHITE VITREOUS CHINA FIXTURE WITH FAUCET LEDGE AND FRONT OVERFLOW. FAUCET : CHICAGO FAUCET # 802 -VCP 4" CENTERSET, VANDAL RESISTANT, FAUCET WITH # 390 LEVER HANDLES AND # E12 2.2 GPM AERATOR. TRIM MCGUIRE # 155A GRID DRAIN WITH TAILPIECE, MCGUIRE J 2165CCLK LOOSE KEY COMPRESSION ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, MCGUIRE # 8872CF 1-1/4" 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP AND WASTE ARM WITH CLEANOUT PLUG AND ESCUTCHEON, ZURN Z1231 CHAIR CARRIER, ANCHOR TO FLOOR. L-2 WALL -MOUNTED LAVATORY (ADA ACCESSIBLE): AMERICAN STANDARD # 0355.012 "LUCERNE" 20-1/2" X 18-1/4" RECTANGULAR WALL MOUNTED WHITE VITREOUS CHINA FIXTURE WITH FAUCET LEDGE AND FRONT OVERFLOW. FAUCET : CHICAGO FAUCET # 802 -VCP 4" CENTERSET, VANDAL RESISTANT, FAUCET WITH # 390 LEVER HANDLES AND # E12 2.2 GPM AERATOR. TRIM: MCGUIRE # 155A GRID DRAIN WITH TAILPIECE, McGUIRE # 2165CCLK LOOSE KEY COMPRESSION ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, McGUIRE # 8872CF 1-1/4" 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP AND WASTE ARM WITH CLEANOUT PLUG AND ESCUTCHEON, ZURN Z1231 CHAIR CARRIER, ANCHOR TO FLOOR, AND TRUEBRO "HANDI LAV -GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. SK -1 : ELKAY # LRAD-1517-2, 15" x 17-1/2" x 5-1/2" DEEP, SINGLE COMPARTMENT, SELF -RIMMING, 18 GAUGE TYPE 302 STAINLESS STEEL, FIXTURE WITH FAUCET LEDGE. SET IN BED OF PUTTY. FAUCET : CHICAGO FAUCET # 895-317GN2FCCP 4" CENTERSET FAUCET WITH WRIST BLADE HANDLES AND # E3 2.2 GPM AERATOR. IM : McGUIRE 12165CC WHEEL HANDLE ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, McGUIRE # 151M CUP STRAINER WITH 1-1/2- 17 GAUGE TAILPIECE, McGUIRE # 8912 -C -F 1-1/2- 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP WITH BRASS CLEANOUT AND ESCUTCHEON, TRUEBRO "HANDI LAV -GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. SK -2 1[tL ELKAY #SS8124 FREE STANDING, RECTANGULAR WALL MOUNTED, STAINLESS STEEL, SINGLE COMPARTMENT. FAUCET. ELKAY FAUCET SLK -940 WITH 6 1/2" SWING SPOUT W/ BUCKET SUPPORT. TRIM: MCGUIRE # 155A GRID DRAIN WITH TAILPIECE, MCGUIRE # 2165CCLK LOOSE KEY COMPRESSION ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, MCGUIRE # 8872CF 1-1/4" 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP AND WASTE ARM WITH CLEANOUT PLUG AND ESCUTCHEON. BOLT BACK LEGS OF SINK TO WAIL AFTER INSULATION WITH EXPANSION ANCHOR AND NEOPRENE WASHERS. ATP TRAP PRIMER: PRECISION PLUMBING PRODUCTS # PR -500 "PRIME RITE", CORROSION RESISTANT BRASS BODY, 00" RING SEALS, 1/2" INLET AND OUTLET, AND INTEGRAL VACUUM BREAKER. INSTAL THE VALVE AT A MINIMUM OF 12" ABOVE FINISHED FLOOR. SERVES RESTROOM FLOOR DRAINS. 0 TRAP SEAL: RECTORSEAL SURESEAI_ #97044 TRAP SEAL WITH FLOOR DRAINS IN SHOP AREA. IMB ICE MAILER BOX : GUY GRAY MODEL # BIM875, 20 GAUGE GALVANIZED STEEL BOX, 18 GAUGE STEEL FACEPLATE, BOTTOM INLET WATER SUPPLY WITH 112" x 1/4" COMPRESSION ANGLE STOP VALVE. TRIM : LOOP 4 FEET OF 1/4- TYPE "K SOFT COPPER TUBING. WC -1 FLOOR -MOUNTED WATER CLOSET (AI)A ACCESSIBLE): AMERICAN STANDARD # 2377.100 "CADET" TANK TYPE WHITE VITREOUS CHINA FIXTURE WITH ELONGATED BOWL, 1.6 GALLON PER FLUSH, CLOSE -COUPLED TANK WITH PRESSURE ASSISTED SIPHON JET ACTION. INSTALL TRIP LEVER ON THE WIDE SIDE OF THE STALL TRIM : CHURCH # 950OSSC WHITE OPEN -FRONT CONTOURED, SOLID PLASTIC, HEAVY DUTY, SEAT LESS COVER WITH SELF-SUSTAINING CHECK HINGES AND STAINLESS STEEL BOLTS, McGUIRE # 2166CC ANGLE STOP VALVE WITH RISER AND CHROME -PLATED ESCUTCHEON. WHA WATER HAMMER ARRESTER : PRECISION PLUMBING PRODUCTS, HARD DRAWN COPPER BODY WITH WROUGHT COPPER FITTINGS, PISTON TYPE WITH LUBRICATED EPDM 00" RING SEALS, ASSE 1010 CERTIFICATION. PROVIDE PDI SIZES "A" THROUGH "F" AS SHOWN ON PLANS. PROVIDE SIZE "A" UNLESS SHOWN OTHERWISE ON THE PLANS. WH WATER HEATER: A.O. SMITH DEL -20, 20 GALLON GLASS LINED STORAGE TANK, ONE 2.5KW DIRECT -IMMERSION HEATING E MENT, SURFACE -MOUNTED THERMOSTATS, ANODE ROD, T & P VALVE, AND 18 GALLONS PER HOUR RECOVERY AT A 60 DEGREE TEMPERATURE RISE. SET WATER HEATER OPERATING TEMPERATURE TO 120 *F. ELECTRICAL REQUIREMENTS: 208 VOLT SINGLE PHASE, 12.0 FULL LOAD AMPS. O WALL -MOUNTED EMERGENCY EYE WASH: ECON SAFETY PRODUCTS MODEL #01030401 TMV THERMOSTATIC MIXING VALVE: POWERS # e480, SOLID BRASS BODY, WAX ELEMENT, CORROSION RESISTANT INTERNAL PARTS, AND INTEGRAL CHECKS, ASSE 1070 COMPLIANT, CAPABLE OF 2.2 GPM WITH A 20 PSI DIFFERENTIAL AND A MINIMUM FLOW RATE OF 0.5 GPM. MAXIMUM TEMPERATURE STOP SET FOR 110 DEGREES. MOUNT BELOW THE PLUMBING FIXTURE WHERE INDICATED ON PLAN(S). HBE HOSE BIB - EXTERIOR: HOSE BIB WITH LOCKABLE RECESSED WAIL BOX. ENCLOSED FREEZE -PROOF, INTEGRAL VACUUM BREAKER AND UNIT WITH KEY -AIL EXTERIOR LOCATIONS. RAC AIR COMPRESSOR: FURNISHED BY OWNER, INSTALLED BY THE OWNER. BFP BACKFLOW PREVENTER: WATTS LF -909 -QT REDUCED PRESSURE ZONE ASSEMBLIES WITH A 909AG FITTING FOR DRAINAGE. TD -1 TRENCH DRAIN: ZURNZ886 MODULAR CHANNEL SECTIONS, HIGH DENSITY POLYETHYLENE. WITH BUILT IN SLOPE. PROVIDE CATCH BASIN ZURN #Z887-6. PROVIDE GRATE ZURN #P6-DGC. PLUMBING GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY THE ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. FURNISH A CONSTRUCTION RECORD SET OF "AS -BUILT" DOCUMENTS TO THE OWNER REFLECTING ANY VARIANCES OF INSTALLED PIPING LOCATIONS OR EQUIPMENT CONTRARY TO THE CONSTRUCTION DOCUMENTS PREPARED BY THE ENGINEER -OF -RECORD AFTER FINAL INSPECTION OF INSTALLED PLUMBING SYSTEMS. 3. FURNISH TO THE OWNER A COPY OF INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS. 4. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES. 6. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. 7. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 8. PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS. ALL EXPOSED PIPING TO BE INSULATED WITH ARMAFLEX. 9. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 10. COORDINATE PIPING INSTALLATION WITH STRUCTURAL GRADE BEAMS, FOOTINGS, COLUMN PIERS, ETC. SLEEVE PIPING THROUGH GRADE BEAMS, FOOTING, ETC. WHERE REQUIRED AND AS NOTED ON PLANS. COORDINATE SLEEVE INSTALLATIONS WITH THE ARCHITECT, STRUCTURAL ENGINEER, STRUCTURAL CONTRACTOR AND GENERAL CONTRACTOR BEFORE CONCRETE IS INSTALLED. 11. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 12. PROVIDE TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES. 13. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. 14. PAINT ALL EXPOSED GAS PIPING USING RUST INHIBITOR PAINT. PAINT AND COLOR SHALL BE COORDINATED WITH THE ARCHITECT AND / OR OWNER. 15. COORDINATE ALL ROOF PENETRATIONS WITH OTHER TRADES. MAINTAIN 10' MINIMUM CLEARANCE FROM ALL AIR INTAKES. MAINTAIN 2' CLEARANCE FROM ALL OTHER EQUIPMENT. NO ROOF PENETRATIONS ON FRONT OF BUILDING. 16. INSULATE PIPING ROUTED IN EXTERIOR BUILDING WALLS WITH MINIMUM 2" BATT INSULATION TO PREVENT FREEZING. 17. PROVIDE SHIELDED ADAPTER COUPLINGS FOR CONNECTION OF PVC DWV TO CAST IRON AT SLAB ON GRADE. SEE DIVISION 15 SPECIFICATION SECTION "DRAINAGE AND VENT SYSTEMS" FOR MORE INFORMATION. 18. WATER HAMMER ARRESTORS SHALL BE SIZE "A" UNLESS NOTED OTHERWISE. 19. PROVIDE CHECK VALVES IN HOT AND COLD WATER SUPPLIES FOR MOP SINK FAUCETS DOWNSTREAM OF SHUTOFF VALVES. 20. AIR PIPING MUST BE BLED THOROUGHLY PRIOR TO CONNECTING TO TOOLS OR EQUIPMENT. 21. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH THE 2018 INTERNATIONAL MECHANICAL CODE, THE 2018 INTERNATIONAL PLUMBING CODE, THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE, ALL STATE REQUIREMENTS, AND LOCAL REQUIREMENTS. 22. ALL FLOOR CLEANOUTS TO BE FLUSH/LEVEL WITH FINISH FLOOR. DESIGN COMPLIES WITH IECC 2015 2018 INTERNATIONAL PLUMBING CODE FOR ALL BIDDING QUESTIONS, CONTACT THE OWNER. DO NOT CONTACT THE ENGINEER. GAS LOAD SUMMARY PLUMBING SHEET INDEX SHEET NO. SHEET DESCRIPTION P1.01 PLUMBING SCHEDULES P2.01 PLUMBING SITE PLAN P3.01 PLUMBING FLOOR PLANS P3.02 COMPRESSED AIR PLANS P4.01 PLUMBING RISER DETAILS P5.01 PLUMBING DETAILS P6.01 PLUMBING SPECIFICATIONS P6.02 PLUMBING SPECIFICATIONS GAS LOAD SUMMARY SYSTEM DESIGNATION EQUIPMENT MBH BUILDING HEATING AHU-1 ROOF 80 WATER CLOSET PUB. 5 DFU PRIV. SUB=TOTAL 80 BUILDING HEATING RH-1 RADIANT HEATER 80 RH-2 RADIANT HEATER 80 RH-3 RADIANT HEATER 80 RH-4 RADIANT HEATER 80 HAND SINKS SUR -TOTAL 320 TOTAL NATURAL GAS CONNECTED LOAD 400 GAS METER REQUIREMENTS MBH CAPACITY 400 TOTAL DEVELOPED LENGTH INCLUDING EQUIVALENT PIPE LENGTH FOR FITTING AND VALVE FRICTION LOSSES TO GAS METER. 144 FT X 1.2= 173 FT CONSULT GAS UTILITY COMPANY FOR REGULATOR RATING NOTE: VERIFY IF NATURAL GAS IS AVAILABLE. TABLE TO CALCULATE WATER FIXTURE UNITS PLUMBING FIXTURE SANITARY DRAINAGE & VENT (ABOVE GRADE) WATER FIXTURE UNITS HUBLESS CAST IRON (USE PVC WHERE ALLOWED BY CODE) (*** ABS PIPING NOT ALLOWED***) NUMBER OF FIXTURES TOTAL WATER FLOW RATE WATER CLOSET PUB. 5 DFU PRIV. 2.5 2.5 + 5 2 POTABLE WATER - 2" & SMALLER (BELOW GRADE) 7.5 LAVATORIES PRIV. .7 PUB. 2.0 NATURAL GAS (ABOVE GRADE & ON ROOF) .7 + 2.0 2 NATURAL GAS (BELOW GRADE) 2.7 HAND SINKS COMPRESSED AIR 1.5 3 OIL PIPING 4.5 MOP SINK REFER TO SPECIFICATIONS FOR FITTINGS, INSTALLATION REQUIREMENTS AND FURTHER INFORMATION 3 1 2" 3 HOSE BIBBS 1/2" 3 5 1.5 15 TOTAL WATER FLOW RATE FOR ALL FIXTURES DRINKING FOUNTAIN (1) 1/2" 29.5 CWFU WATER PIPE SIZE .25 2" 1" WATER SERVICE 24.9 GPM PLUMBING PIPE MATERIAL SCHEDULE PIPING SYSTEM ABBREVIATION PIPING MATERIAL SANITARY DRAINAGE & VENT (ABOVE GRADE) S, W OR V HUBLESS CAST IRON (USE PVC WHERE ALLOWED BY CODE) (*** ABS PIPING NOT ALLOWED***) SANITARY DRAINAGE & VENT (BELOW GRADE) S, W OR V SERVICE WEIGHT CAST IRON (PVC DW OPTIONAL) (***ABS PIPING NOT ALLOWED***) POTABLE WATER (ABOVE GRADE) CW, HW OR HWR UPONOR PRE -INSULATED PIPE (NO SUBSTITUTIONS) COLOR CODED RED/HOT & BLUE/COLD. POTABLE WATER - 2" & SMALLER (BELOW GRADE) CW, HW OR HWR UPONOR PRE -INSULATED PIPE (NO SUBSTITUTIONS) COLOR CODED RED/HOT & BLUE/COLD. NATURAL GAS (ABOVE GRADE & ON ROOF) G SCHEDULE 40 BLACK STEEL NATURAL GAS (BELOW GRADE) G APPROVED 'PE' PIPE FOR GAS COMPRESSED AIR CA TYPE L HARD DRAWN COPPER OIL PIPING OL 5/8" O.D., 0.049 WALL, J524 HYDRAULIC PIPING REFER TO SPECIFICATIONS FOR FITTINGS, INSTALLATION REQUIREMENTS AND FURTHER INFORMATION FIXTURE BRANCH CONNECTION SCHEDULE FIXTURE COLD WATER WSFU HOT WATER WSFU TOTAL/WSFU WASTE VENT WATER CLOSET (FV) 1-1/4" NA -- 4" 2" WATER CLOSET (TANK) (2) 1/2" 5 -- 10 4" 2" URINAL 1" NA -- 2" 2" LAVATORY/ HAND SINK (3) 1/2" 1.5 1/2" 1.5 6 2" 1-1/2" DRINKING FOUNTAIN (1) 1/2" .25 -- .25 2" 1-1/2" JANITOR'S SINK 1/2" NA 1/2" Y 2" WASH FOUNTAIN 1" NA 1" 2" 1-1/2" FLOOR DRAIN REFER TO PLAN FOR SIZES SINK KITCHEN (1) 1/2" 1.0 1/2" 1.0 1.4 2" 2" FLOOR CLEANOUT REFER TO PLAN FOR SIZES WALL CLEANOUT REFER TO PLAN FOR SIZES CLEANOUT TO GRADE REFER TO PLAN FOR SIZES ICE -MAKER CONNECTION BOX (1) 1/2" .25 - .25 2" 2" TRAP PRIMER (1) 1/2" .25 - .25 - - NOTE: 18.15 WSFU = 19.2 GPM PIPE SIZES SHOWN ARE MINIMUM. NOT ALL FIXTURES SHOWN IN THIS SCHEDULE ARE USED ON THIS PROJECT. psso Ur�i\e, "'10 -1 CAA CAkSE EngineeringInc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com 9eREGf ipl f Q4 a "p .. . DARR ROY CA AIUMBER '5 32485 e p� '� A, 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: PLUMBING SCHEDULES Drawing No. P-1.01 9RH-1-2020 1 C O N Architects I n c o r P o r a t g d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com V1 � 0 � a GENERAL NOTES: 1. COORDINATE NEW GAS SERVICE AND PROPOSED METER LOCATION WITH 0 LOCAL GAS COMPANY. OOH 2. SEE CML FOR UTILITY SIZE AND CONNECTION. co O O O PLUMBING NOTES BY SYMBOL: w O1 NATURAL GAS SERVICE LINE FROM SITE NATURAL GAS MAIN TO METER. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR NEW GAS LINE FROM C* METER TO BUILDING. COORDINATE WITH UTILITY FOR MAIN EXTENSIONS, METERb LCOATION AND SERVICE LINE INSTALLATION. TOTAL BUILDING LOAD = 560 CFM D •� AT 7" W.C. DISCHARGE. �1 Q PROPOSED NATURAL GAS METER LOCATION. Q 1" DOMESTIC WATER SERVICE FROM SITE WATER MAIN TO BUILDING. LINE ENTERS BLDG. UNDERGROUND THRU SLAB. FIELD VERIFY EXACT POINT AND T� TYPE OF CONNECTION. REFER TO CIVIL DRAWINGS FOR COORDINATION. O4 CONNECT 4" BUILDING SANITARY SEWER TO SITE SANITARY SEWER. REFER TO CML DRAWINGS FRO EXACT LOCATION AND INVERT ELEVATION. O5 NEW SAND/OIL SEPARATOR. REF: SHEET P-3.01. © REFER TO P-3.01 FOR CONTINUATION. O7 REFER TO MECHANICAL DRAWINGS FOR CONTINUATION. O Tn 1 PLUMBING �11E�PLANNORTH SCALE: 1 /8"=0 Ur�respbWttAS%%mN CA'A o CAS E EngineeringInc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 c>' DARR! ROY C fIUMBER • i 32485 � s��DNAI •�� 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: PLUMBING SITE PLAN Drawing No. P-2.01 9RH-1-2020 STANDARD FEATURES: LOCATE DCW PIPE AND SPIGOT LEFT OF CENTER • 750, GALLON " FROM DOOR OPENING • 4500 PSI CONCRETE 24• DIA. MANHOLE OPENINGS • GRADE 60 REINFORCING - M- P) • 8• TRAFFIC BEARING UD WNI REQUIREI) Im • ALLOW FOR MANHOLE RING AND COVER IN TOTAL HEIGHT • ADD 3 INCHES TO "A" & "B" DIMENSIONS FOR 4" WALL TANKS 2" VENT-\ 2• VENT • STANDARD INLET AND OUTLET FITTINGS ARE 4" SCH 40 PVC N SIZE: TRAFFIC BEARING 750 � DIMENSIONA g8' PARIMENT 1 PARE DIMENSION13 63• MENT 2 • 750 FLOW •• COMPARTMENT1 450 DNERTER SECTION C -C COMPARTMENT2 300 SIZING PER 2018 INTERNATIONAL PLUMBING CODE- ODE6 6CUBIC FOOT OF CAPACITY FOR THE FIRST 100 SQUARE FEET OF BUILDING 1 CUBIC FOOT OF CAPACITY PER 100 SQUARE FEET OF BUILDING 4153 TOTAL SQUARE FEET OF WORK SPACE 6 CUBIC FT. 4053 SQUARE FEET OF WORK SPACE 4053/100 =40.53 CUBIC FT. 40.53 CUBIC FT. 1 CUBIC FOOT = 7.48 GALLONS TOTAL 46.53 CUBIC FT. 46.53 x 7.48 = 348.04 GALLONS PRECAST CONCRETE WATER/OIL SEPARATOR NOT TO SCALE tam SNALL IM: P NI BLACK.$ ITAMAY TAX AM RISM RDAOVM 24" SAMPLE BOX MODEL 200 (FOR LARGE PIPES) W CM M FRAIE a CONFIT Im GINU f (oAs11Aa1q 5MOMI 201611111 Rowe VAA.� e� BOK rE10N7: 1400 LBB. BOK DE810N LOAD: H-20 7RII M sMpLE BOK 1AW BE PLACED ON N07E: SUITABLE BAX OF 00WA07ED BOL %9WY 111M LOCAL AM FOR OR UNDISREiBFD EAM N 7RAPFIC NBTALLA7KN 111ECIU11111ENIEM PRIOR OD11DI71DN. FOR C011PLETE DEB1011 70 ANY rDR1c. AND PRODUCT NFORA+IA710N. OONTACT .B718F101 PROCASf. PRECAST SAMPLING PORT NOT TO SCALE NOTE: SAND/OIL INTERCEPTOR AND SAMPLING PORT SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR. 4 WATER/OIL INTERCEPTOR NOT TO SCALE LIQUID I O COMPRESSOR ROOM 109 o FIRE RISER ROOM 110 N A z' 3/4' 10 HBE ENCLOSED FREEZE- PROOF UNIT WITH KEY - NOTE: ALL WATER PIPING WITH NO FITTINGS TO BE ROUTED BELOW SLAB. DO NOT EMBED PIPING IN SLAB. PIPING MUST BE INSULATED AS SPECIFIED. OFFSET TO MATCH LOCATION AND INVERT OF CML UTILITY LINES. MAKE FINAL CONNECTIONS. NOTIFY OWNER IF SITE UTILITY STUBS ARE NOT WITHIN 20 FEET OF THIS BUILDING STUB—OUT. REFER TO CML DRAWINGS FOR CONTINUATION OF SERVICES. TO PREVENT PIPING FROM RATTLING IN WALLS, INSULATE ALL PENETRATIONS THRU STUDS. SUPPORT PIPING USING UNISTRUT, CLAMPS STACKFIX AND/OR POSIFIX. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH THE GENERAL CONTRACTOR AS WELL AS ALL OTHER DISCIPLINES OF JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL WASTE MATERIALS GENERATED DURING CONSTRUCTION. SEE SHEET P1.01 FOR LEGEND AND FIXTURE DESIGNATIONS. REFER TO CML DRAWINGS FOR CONTINUATION COORDINATE INVERT ELEVATION MOUNT WH IN THE NOTE: FURTHEST EYEWASH CENTERED AT NORTH WEST CORNER AS 18" OFF EDGE OF SINK POSSIBLE.12 WH NOTE: 10 1" WATER SERVICE P5S1 CENTER SINK IN P501 BAY 6 INSTALL WATER SERVICE TIGHT IN CORNER. INSTALL RPZ . mrmn•v F _ 3/4 -CW 1 j2;. I O HB HEIGHT TO BE 0 HB 15 14 3/4" 32" AFF. MOUNT P5. 1 P5. 1 13 ET AGAINST SHOP P5.01 SINK BOD". I PROVIDE 6" HIGH VENT PIPE, OPEN TO THE ATMOSPHERE WHERE REQUIRED BY CODE FOR LENGTH OF DRAIN PIPE MINIMUM 1" FOR BLOW—THRU MECHANICAL UNIT; MINIMUM 1" PLUS NEGATIVE STATIC PRESSURE IN INCHES WATER COLUMN FOR DRAW THRU UNIT—\ CD U REFER TO FLOOR PLANS FOR SIZE AND EXACT ROUTE OF CONDENSATE AND ACD AUXILIARY CONDENSATE DRAINS. RE: __f SPECIFICATIONS FOR PIPE MATERIAL AND INSULATION REQUIREMENTS PROVIDE TRAP DEPTH GREATER THAN 4" OR 1/2" PLUS STATIC PRESSURE IN INCHES WATER COLUMN PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST AS REQUIRED TO SUIT ACTUAL INSTALLATION CONDITIONS. REFER TO LOCAL CODE FOR INDIRECT DRAIN REQUIREMENTS 3 AIR HANDLING UNIT CONDI NOT TO SCALE FROM INSIDE BUILDPIG TO FIXTURE SLEEVE PER MANUFACTURERS ECOMMENDATIONS CONCRETE SLAB ROUTE PIPING BELOW TYPICAL WATER PIPING SLAB NOT EMBEDDED IN SLAB FLOOR PENETRATION WATER PENETRATION DETAIL SCALE: N.T.S. FLOOR DRAIN TO BE RECESSED 3/8' INCH BELOW FINISHED FLOOR. FD -1 _Q1 FD -1 I O FLOOR DRAIN TO BE RECESSED BELOW FINISHED BFLOOR. I I III A© I i 1 TD -1 CATCH BASIN NOTE: NOTE: NOTE: COORDINATE WITH THE VERIFY WITH LOCAL AUTHORITIES ALL ROOF VENTS TO GO THRU STRUCTURAL DRAWINGS LOCATION FOR INSTALLATION GUIDE LINES REAR OF ROOF SO AS NOT TO OF THICKENED SLABS. NO WASTE OF TRENCH DRAIN AND CATCH BE SEEN FROM FRONT OF BLDG. PIPING SHALL BE ROUTE BASIN. UNDERNEATH THICKENED SLAB. WC -1 L-1 TMV P5,0 1 ATP I 1/2' Tp, TECHNICIAN AREA 108 rROM INSIDE BUILDING LOCATE DCW PIPE AiID SPIGOT LEFT OF CENTER FROM DOOR OPENING -------- ------------------ --------------- --�Ir----------------- -- 12cr----N TE'----- 0 HB WHA " EAATERIPING ROUTED) 4/4 A.F.F. 1 WATER FLOOR PLAN N SCALE: 1 /8"=1'-0" NOTE: ALL CLEANOUTS TO BE LOCATED IN CENTER OF wco BAY. SK -2 TECHNICIAN AREA 108 Ly ELM 0: ---- ,,SANITARY FLOOR PLAN CN ---- J T&P RELIEF AND PAN DRAIN TO DROP TO LOW LEVEL IN WALL THEN DISCHARGE INDIRECTLY TO FLOOR DRAIN. _J — JNCH WORKRO'' t��I TT 1105 104 I I L _ ,1/2U& AHU 33 1 P3. ENTRY DROP—OF. 101 TEE WITH CLEANOUT PLUG (TYPICAL) PROVIDE INCREASER TO MINIMUM ONE PIPE SIZE LARGER THAN UNIT CONNECTION, MINIMUM 3/4- -MECHANICAL EQUIPMENT RE: MECHANICAL DRAWINGS -DRAIN PAN SUSPENDED BELOW UNIT. RE: MECHANICAL DRAWINGS PROVIDE FLEXIBLE ADAPTER COUPLING FOR ATTACHMENT TO A MOTORIZED UNIT. OTHERWISE, PROVIDE A UNION. TEE WITH CLEANOUT PLUG 4" INS P CONDENSATE WN TO I PIECE OF SINK. XILIARY LTO OUTSIDE. ❑ ET ROOM 103 3/4" HBE ENCLOSED FREEZE - PROOF UNIT WITH KEY (MOVE TO TLT. WALL IF ACCESS REQ'D.) loppp� Ots • ! - • 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com DARR L ROY C HUMBER • i 32485 • \- �s��+ONAL •��'�� � 10-28-2020 wC0 Date WC -1 FD -1 2" (1/4" BFF) rPlanRevie�w visions rL I I. ❑ ued for CBA — — — � 4y� LUNCH WORKROOM sued for Permit 105 MANAGER 104 0 • �_4 P9 �1 in SK -1 -- P501WCO 4"S WC -1 L-2 C TOILET ROOM ------f SERVICE N 102 103 I NOTE: 5 LOCATE RESTROOM CLEANOUTS "S TYP rl P5 01 — — —2�— — — — — — — — I WHERE SHOWN AND 18" AFF. TFCo I Project No. 20-13 4"OW 4"OW 4"OW TD -1 CATCH BAST Drawn By: eS Pb�rt psso TD -1 I LENTRY&ROP—OFF I v�a�` Gd,N Date: 10/28/20 101 F_ — 4 rtl CAA 3�0 NOT E: - P1 $ DCO o D NOTE: �.,, �Sheet Title: ALL ROOF VENTS TO BE PAINTED Sol +t • ORCH a; \o 5 TRENCH DRAINS TO BE I ng D�`� BLACK. FLUSH/LEVEL WITH FINISHED I -r �, I— — 100 PLUMBING FLOOR IN SHOP AREA. FLOOR PLANS II II REFER TO STRUCTURAL PLANS FOR ALL MANHOLE COVERS SHALL BE II II I REFER TO CML DRAWINGS EXACT LOCATION OF TRENCH DRAIN BLACK IN COLOR. II II I �' OR CONTINUATION SYSTEM LL= JJ - - Drawing No. 0 °C° ° EngineeringInc. REFER TO CML DRAWINGS FOR CONTINUATION 796 Merus Court T 636.349.1600 P-3. 0 1 St. Louis, MO 63026 F 636.349.1730 9RH-1-2020 LOCATE DCW PIPE AND SPIGOT LEFT OF CENTER " FROM DOOR OPENING . f GOD - M- P) ■ 3 4 4" A.F.F. TO FIXTURE SLEEVE PER MANUFACTURERS ECOMMENDATIONS CONCRETE SLAB ROUTE PIPING BELOW TYPICAL WATER PIPING SLAB NOT EMBEDDED IN SLAB FLOOR PENETRATION WATER PENETRATION DETAIL SCALE: N.T.S. FLOOR DRAIN TO BE RECESSED 3/8' INCH BELOW FINISHED FLOOR. FD -1 _Q1 FD -1 I O FLOOR DRAIN TO BE RECESSED BELOW FINISHED BFLOOR. I I III A© I i 1 TD -1 CATCH BASIN NOTE: NOTE: NOTE: COORDINATE WITH THE VERIFY WITH LOCAL AUTHORITIES ALL ROOF VENTS TO GO THRU STRUCTURAL DRAWINGS LOCATION FOR INSTALLATION GUIDE LINES REAR OF ROOF SO AS NOT TO OF THICKENED SLABS. NO WASTE OF TRENCH DRAIN AND CATCH BE SEEN FROM FRONT OF BLDG. PIPING SHALL BE ROUTE BASIN. UNDERNEATH THICKENED SLAB. WC -1 L-1 TMV P5,0 1 ATP I 1/2' Tp, TECHNICIAN AREA 108 rROM INSIDE BUILDING LOCATE DCW PIPE AiID SPIGOT LEFT OF CENTER FROM DOOR OPENING -------- ------------------ --------------- --�Ir----------------- -- 12cr----N TE'----- 0 HB WHA " EAATERIPING ROUTED) 4/4 A.F.F. 1 WATER FLOOR PLAN N SCALE: 1 /8"=1'-0" NOTE: ALL CLEANOUTS TO BE LOCATED IN CENTER OF wco BAY. SK -2 TECHNICIAN AREA 108 Ly ELM 0: ---- ,,SANITARY FLOOR PLAN CN ---- J T&P RELIEF AND PAN DRAIN TO DROP TO LOW LEVEL IN WALL THEN DISCHARGE INDIRECTLY TO FLOOR DRAIN. _J — JNCH WORKRO'' t��I TT 1105 104 I I L _ ,1/2U& AHU 33 1 P3. ENTRY DROP—OF. 101 TEE WITH CLEANOUT PLUG (TYPICAL) PROVIDE INCREASER TO MINIMUM ONE PIPE SIZE LARGER THAN UNIT CONNECTION, MINIMUM 3/4- -MECHANICAL EQUIPMENT RE: MECHANICAL DRAWINGS -DRAIN PAN SUSPENDED BELOW UNIT. RE: MECHANICAL DRAWINGS PROVIDE FLEXIBLE ADAPTER COUPLING FOR ATTACHMENT TO A MOTORIZED UNIT. OTHERWISE, PROVIDE A UNION. TEE WITH CLEANOUT PLUG 4" INS P CONDENSATE WN TO I PIECE OF SINK. XILIARY LTO OUTSIDE. ❑ ET ROOM 103 3/4" HBE ENCLOSED FREEZE - PROOF UNIT WITH KEY (MOVE TO TLT. WALL IF ACCESS REQ'D.) loppp� Ots • ! - • 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com DARR L ROY C HUMBER • i 32485 • \- �s��+ONAL •��'�� � 10-28-2020 wC0 Date WC -1 FD -1 2" (1/4" BFF) rPlanRevie�w visions rL I I. ❑ ued for CBA — — — � 4y� LUNCH WORKROOM sued for Permit 105 MANAGER 104 0 • �_4 P9 �1 in SK -1 -- P501WCO 4"S WC -1 L-2 C TOILET ROOM ------f SERVICE N 102 103 I NOTE: 5 LOCATE RESTROOM CLEANOUTS "S TYP rl P5 01 — — —2�— — — — — — — — I WHERE SHOWN AND 18" AFF. TFCo I Project No. 20-13 4"OW 4"OW 4"OW TD -1 CATCH BAST Drawn By: eS Pb�rt psso TD -1 I LENTRY&ROP—OFF I v�a�` Gd,N Date: 10/28/20 101 F_ — 4 rtl CAA 3�0 NOT E: - P1 $ DCO o D NOTE: �.,, �Sheet Title: ALL ROOF VENTS TO BE PAINTED Sol +t • ORCH a; \o 5 TRENCH DRAINS TO BE I ng D�`� BLACK. FLUSH/LEVEL WITH FINISHED I -r �, I— — 100 PLUMBING FLOOR IN SHOP AREA. FLOOR PLANS II II REFER TO STRUCTURAL PLANS FOR ALL MANHOLE COVERS SHALL BE II II I REFER TO CML DRAWINGS EXACT LOCATION OF TRENCH DRAIN BLACK IN COLOR. II II I �' OR CONTINUATION SYSTEM LL= JJ - - Drawing No. 0 °C° ° EngineeringInc. REFER TO CML DRAWINGS FOR CONTINUATION 796 Merus Court T 636.349.1600 P-3. 0 1 St. Louis, MO 63026 F 636.349.1730 9RH-1-2020 1pppl- 'CONArchitects . - . 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com V1 � 0 � a a� oco CID C42o w`w W NOTE: C ALL OIL PIPING TO BE FURNISHED APPROXIMATE LOCATION AND INSTALLED BY OWNERS 5/8" 8" O.D J524 STEEL NOTE: O *). OIL FOR OWNER SUPPLIED 5/8" O.D J524 STEEL PIPE FOR VENDOR OIL TANK. DISTRIBUTION LOCATED 102" PIPE FOR OIL COMPRESSED AIR DROP LOCATIONS 1+1 A.F.F SECURED TO THE WALL DISTRIBUTION LOCATED LOCATION OF DROP FOR SHALL BE COORDINATED WITH 4i OWNER FURNISHED VIA UNI -STRUT 102" A.F.F SECURED TO CHRISTIAN BROTHERS PR . � 9 LOCATION OF DROP FOR OIL LINE. TERMINATE AT AIR COMPRESSOR LOCATION OF DROP FOR OIL THE WALL VIA UNI -STRUT " MANAGER PRIOR TO ANY WORK. Co P5. 1 " OIL UNE. TERMINATE ATA 84 A.F.F. � G.C. SHALL INSTALL AC NE. TERMINATE AT 84 AFF _ . a � � ` i tin — P OP o CH �■■� a COMP. RM. TOILET ROOM LUNCH WORKROOM MANAGER rl 3/4 CA FOR AUGNMEM' RACK, 105 a AIR DRYER BALL VALVE AND UNION TO BE 8"� 104 BELOW CEILING FF J-1AIR DROP 56" A.F.F. 3/4"CA 3/4" ' - 3/4 -CA W/ BALL VALVE 1 /2"CAHi I.3 "CA Eq PENETT�AI WALL® 60" AFF.�uIAIN-/ u 1/2" 1/2"CA 1/2 -CA -s., BALL V CUTOFF 0 68" INSIDE irk SHOP CONTINUE MAIN LINE INTO ATTIC \ 1/2" TYPICAL 1/2" AIR DROP- O P5.01 TO OUTLET vVrffi QUICK `J COUPLER AT 48" AFF __� TYPICAL 1/2" AIR DROP p1 TO OUTLET WITH QUICK COUPLER AT 48" AFF OIL LINE NOTES: - OIL LINES IN TECH AREA WILL BE PROVIDED AND INSTALLED BY OWNERS VENDOR. - G.C. TO PAINT OIL LINES AFTER INSTALLATION TO MATCH ADJACENT SURFACE. - OIL LINE TO BE 5/8" O.D., 0.049 WALL SEAMLESS HYDRAULIC TUBE, CODE J524 - OWNERS VENDOR TO BLOW LINE OUT AND PRESSURE TEST. NOTE: NOTE: ALL WALL DROPS SHALL ALL CA PENETRATIONS ARE 1/2" TERMINATE STRAIGHT COPPER LINES AND UNIONS ARE DOWN WITH NO 90 1/4" NPT FEMALE THREAD. DEGREE TURNS. UNISTRUT CHANNEL - SIDE VIEW HYDRAULIC PIPING PIPE FOR OIL DISTRIBUTION ERIZED PROTECTION U" NOTE: ALL AIR DROPS FROM CEILING DOWN WALL TO BALL VALVE 54" AFF. CONTINUE TO 48" AFF WITH 1/4" FEMALE. 1:1411X011NP NOTES: INSERT 1. ATTACH SUPPORTS SECURLY TO WALL STUDS FOR OIL PIPING. SPACE UNISTRUT AND HANGERS AS REQUIRED BY LOCAL CODE. 2. CLAMP SHALL BE FURNISHED WITH RUBBER INSERT FOR PROTECTION OF GALVANIZED PIPE. OIL PIPE MOUNTING DETAIL NOT TO SCALE IICIAN AREA 108 1 TERMINATE ON WALL WITH BALL VALVE WITH UNION. 1/2"CA 1/2"CAS 2 1 P55 1 TYP NOTE: ALL AIR LINES TO BE COPPER. .:::.. &CO PRE AIR PLAN CN=) k6 ENTRY DROP-OFF 101 V ALVE TO WITH IN 60" AFF. MAIN 0 68" INSIDE MAIN LINE TO UP THROUGH CEILING. .F. s Ppbvtt ASsa Ur�i\e c/d�N i CAA 0 It, ;�of D, J\5. c rig C*AS E EngineeringInc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 c>' DARR! ROY C fIUMBER • i 32485 ���s��+ONAL •��' 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: COMPRESSE AIR PLANS Drawing No. P-3.02 9RH-1-2020 \ Ile vrR loll / I b \ N,N, / / FCO j / 4 \ 1 TD -1 / I / I IIN, / IN, Wc— wco < Ewc 112 z `` \ Fo XAST' & VENT RISER FCO / SCALE \ \ \ 1 C O N Architects I n c o r P o r a t g d 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com r,, a• ° DARR ROY C HUMBER • i 32485 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 S Pbbott pssa Ur�i\e e'd`On CAA Sheet Title: PLUMBING CASRISER DETAILS Drawing No. EngineeringInc. 796 Merus Court T 636.349.1600 4 _ P. 01 St. Louis, MO 63026 F 636.349.1730 9RH-1-2020 PAINTED SLAC SUSPEND RISER FROM COORDINATE MINIMUM 12" ABOVE INSTALLATION OF REFER TO STRUCTURAL L J ROOF NORMALLY. FLASHING AND EXTERIOR TO ANCHOR RISER TO WALL. EXTEND TO HEIGHT OF COUNTERFLASHING CHECK VALVE \ PARAPET WHEN WITHIN 1 UNDER DRIP UNE PRESSURE GAUGE 10' OF PARAPET, OR ROOF INSULATION GRADE OR PAVING HOSE BIBB: OMIT IF ABOVE MAXIMUM LOCAL PIPES IN FOOD SERVICE AT PROPER SNOW DEPTH. CORE DRILL ROOF ORILL AREAS. LOCATION• SLEEVES PROVIDE SLEEVE IF ANCHOR PIPE TO REQUIRED BY TYPE __ __________ _____ STRUCTURE. OF ROOF DECK. THERMOMETER SIZES LARGER PRESSURE GAUGE. STRAINER WITH •— ROOF DECK PROVIDE FIRE STOP BLOWDOWN PIPED TO PROVIDE A HARD COPPER—j PROVIDE P -TRAP IF TOTAL SEAL BETWEEN PIPE DISCHARGE INTO FLOOR THAN FIVE FEET. MINIMUM 12" BELOW AND SLEEVE OR DECK RELIEF VALVE DISCHARGE PIPE TYPICAL PIPE UNION ROOF TO EXTERIOR OF REFER TO PROVIDE PIPE BUILDING WITH SPECIFICATIONS FOR INCREASER ON VALVE. TYPE OF PIPE, SMALLER VENT FITTINGS, AND IF HERE CODE AVAILABLE _ — MINIMUM 6' ABOVE CONNECTORS. REFER REQUIRES A MINIMUM TO PLANS FOR SIZE(S) 3' VENT THRU ROOF AND LOCATION(S). LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. REFER TO LOCAL CODES FOR OTHER VENT TERMINATION REQUIREMENTS. LOCATE VTR MINIMUM 18" FROM ADJACENT WALL, PARAPET, EXPANSION JOINT, ROOF DRAIN, EQUIPMENT CURB, OR OTHER ROOF FEATURE. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. INSULATE LAST SIX OF VENT PIPE INSIDE BUILDING PER SPECIFICATIONS. ^FEET Ti ei ini-iii-uo PIPE) CAST INTO NOT TO SCALE Ir %W Off IKE Ir MW CELM 2 AIR DROP AT CEILING NOT TO SCALE PROVIDED BY GAS PROVIDED UNDER DIVISION 15 COMPANY (VERIFY) GAS PIPE INSIDE BUILDING, LOCATION AND SIZE AS PRESSURE TEST FITTING SHOWN ON PLAN METER BYPASS ANCHOR RISER TO WALL AT TEN FOOT INTERVALS USING STRAINER OFFSET RISER CLAMPS PIPE INCREASER �� PROVIDE EARTHQUAKE POUNDS TO INCHES ACTIVATED AUTOMATIC GAS REGULATOR SET AT I SHUT-OFF VALVE HERE IF DISCHARGE PRESSURE T REQUIRED BY LOCAL INDICATED ON FLOOR J AUTHORITIES. ANCHOR Pte. VALVE TO BUILDING WALL. GAS COCK (TYPICAL) WALL PENETRATION PER SEPARATE DETAIL METER BYPASS 6" LONG DIRT LEG AT GAS METER OF CFH BOTTOM OF RISER. CAPACITY SHOWN ON FLOOR PLAN GAS SHUT-OFF COCK GRADE OR PAVEMENT PIPE INCREASER NATURAL GAS SERVICE PIPE UNION WITH GROUND LINE 2 PSI JOINT VERIFY REQUIREMENTS FOR METERING AND PIPING WITH GAS COMPANY. COORDINATE WITH GAS COMPANY WITH REGARD TO INSTALLATION OF OTHER PLUMBING UTILITIES IN VICINITY, IF ANY. APPLY FOR AND PAY GAS COMPANY FEES FOR INSTALLATION. USE WELDED OR SCREWED PIPE AND FITTINGS PER PLUMBING SPECIFICATIONS. 7 GASMETER SETTING NOT TO SCALE BUILDING EXTERIOR SUSPEND RISER FROM WALL AND FOUNDATION: PROVIDE PLASTIC STRUCTURE ABOVE REFER TO STRUCTURAL - WARNING TAPE AND ARCHITECTURAL EXTERIOR TO ANCHOR RISER TO WALL. DRAWINGS FOR ACTUAL ONLY. CHECK VALVE \ CONDITIONS. 1 UNDER DRIP UNE PRESSURE GAUGE PROVIDE PRESSURE OUTSIDE GRADE OR PAVING HOSE BIBB: OMIT IF REDUCING VALVE IF PIPES IN FOOD SERVICE AT PROPER PLANS SHOW A WALL INCOMING WATER AREAS. LOCATION• SLEEVES HYDRANT CONNECTING PRESSURE EXCEEDS 80 IRON SOIL PIPE HERE, BUT RETAIN PSI THERMOMETER SIZES LARGER PRESSURE GAUGE. STRAINER WITH STORM SEWER, SIZE PER REDUCED PRESSURE ZONE BLOWDOWN PIPED TO PROVIDE A HARD COPPER—j PROVIDE P -TRAP IF TOTAL BACKFLOW PREVENTER DISCHARGE INTO FLOOR THAN FIVE FEET. DRAIN OR JANrrOR'S RELIEF VALVE DISCHARGE PIPE TYPICAL PIPE UNION SINK WITH AIR GAP, OR TO EXTERIOR OF GATE VALVE. DO NOT BUILDING WITH USE A QUARTER TURN TURNED -DOWN ELBOW VALVE. IF NO INDOOR 3/4" BRANCH TO EXPANSION RECEPTOR IS STUB SERVICE PIPE AVAILABLE _ — MINIMUM 6' ABOVE II FLOOR SLAB WATER SERVICE PIPE FROM MUNICIPAL WATER SPECIFICATIONS AND/OR PROVIDE PVC PIPE MAIN PER SITE PLAN, SLEEVE (TWO SIZES DEPTH AS REQUIRED ' LARGER THAN WATER BY LOCAL CONDITIONS, =�u Ti ei ini-iii-uo PIPE) CAST INTO MINIMUM 18 ��� iiiiiiiii CONCRETE AT PENETRATION; SEAL REFER TO "PIPE AND - DIELECTRIC TYPE IF _��� WATERTIGHT WITH CAULK. TRENCH LOCATION" DETAIL REGARDING INSTALL SOFT COPPER CONDITIONS ATTUBE UNDERGROUND FOUNDATION. WITHOUT KINKS. PIPING ARRANGEMENT SHOWN IS SCHEMATIC: INSTALL IN BACK WALL OF GARAGE AT CORNER OF TECH RESTROOM ALL ITEMS SHALL BE APPROVED FOR DOMESTIC WATER SERVICE. INSTALL SO THAT THEY CAN BE EASILY SERVICED AND TESTED. PROVIDE DOUBLE CHECK VALVE APPROVED BY LOCAL AUTHORITIES FOR VERTICAL INSTALLATION. INSTALL WITH REQUIRED CLEARANCES. PROVIDE ANY REQUIRED CERTIFICATION OF TEST OF BACKFLOW PREVENTER TO LOCAL AUTHORITIES. REFER TO SPECIFICATIONS AND SCHEDULES FOR FURTHER INFORMATION. 1 O DOMESTIC WATER SERVICE ENTRY NOT TO SCALE RUST -PROOF WATER -TIGHT ON DRAINS LONGE" r "" FIFTEEN FEET, PR( VENT IMMEDIATELY DOWNSTREAM OF I OPEN TO ATMOSPI MINIMUM 6" ABOVE RIM OF EQUIPMEN' PROVIDE CLEANOLT CONCEAL PIPE(S) IN PARTITION OR CHASE IN FINISHED AREAS. TRAP PRIMER AND PIPES MAY BE INSTALLED EXPOSED IN UNFINISHED, NON-PUBLIC AREAS. PROVIDE FLOOR DRAIN BODY OR P -TRAP WITH THREADED TRAP PRIMER CONNECTION. PROVIDE SWEAT TO THREADED ADAPTER. BRAZE JOINT BELOW FLOOR SLAB ON GRADE. INSTALL TRAP PRIMER LINE(S) DOWNSTREAM OF TRAP PRIMER OR DISTRIBUTION UNIT USING 1/2" SOFT COPPER TUBING. INSTALL WITHOUT KINKS, AND SLOPE CONTINUOUSLY TOWARDS FLOOR DRAIN. IF PIPE IS BELOW FLOOR SLAB ON GRADE, PROVIDE 1/2" ELASTOMERIC INSULATION FROM PRIMER CONNECTION TO 1" ABOVE FLOOR SLAB. PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUIT FIELD CONDITIONS. PROVIDE TWELVE FEET OF SOFT COPPER TUBE ABOVE FLOOR FOR CONNECTION TO TRAP PRIMER TO BE LOCATED ABOVE CEILING. TRAP PRIMER INSTALLATION NO SCALE FLOOR SLAB TRENCH AND BACKFILL PER SPECIFICATIONS (TYPICAL) 12" PIPE (TYPICAL) i INSTALL PIPING OUTSIDE OF FOUNDATION 1 LOAD-BEARING ZONE, 1 PARALLEL TO FOOTING INSIDE AND OUTSIDE OF BUILDING INSIDE _r1rf FLOOR SLAB DO NOT INSTALL PIPES THROUGH FOOTING PAD 3" MINIMUM ,: + TYPICAL CONCRETE 1 ENCASEMENT = rt s n. rL►Tt EXTEND SLEEVE 12" PAST LOAD BEARING .a °���- 6" MINIMUM ZONE, BOTH SIDESTYPICAL CONCRETE OF FOOTING TRANSVERSE TO FOOTING ENCASEMENT VERIFY EXCAVATION CONDITIONSSOIL ROCK) WITH GEOTECHNICAL REPORT AND/OR SITE INVESTIGATIONS. REFER TO SP CIFICATIONS FOR OTHER CONDITIONS. DO NOT INSTALL PIPES UNDER INTERIOR BUILDING SPREAD FOOTINGS OR PILE CAPS. COORDINATE WITH AFFECTED CONTRACTORS PRIOR TO THE START OF WORK. rlr� �►Ivv NOT TO SCALE SLOPE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE, 2% MINIMUM. DISCHARGE WASTE INTO RECEPTOR WHERE SHOWN ON PLANS WITH AIR GAP PER CODE. ENDS AND TURNS OF PIPE BUILDING FOOTING OR FOUNDATION 12" PROVIDE PLASTIC THREADED CLEANOUT PLUG. PIPE -MARKER - WARNING TAPE EQUIPMENT OR DRAIN PAN. EXTERIOR TO 1 �BUILDING ONLY. CHECK VALVE \ DO NOT TRENCH 1 UNDER DRIP UNE SPECIFICATIONS. DO NOT OF TREES. OUTSIDE GRADE OR PAVING AND PRESSURE RELIEF VALVE PROVIDE SLEEVES PIPES IN FOOD SERVICE AT PROPER 3 ELEVATIOAND AREAS. LOCATION• SLEEVES HEATER SHALL BE CAST IRON SOIL PIPE MAINTAIN MINIMUM 1" TWO NOMINAL PIPE THERMOMETER SIZES LARGER EXTEND SLEEVE 12" PAST LOAD BEARING .a °���- 6" MINIMUM ZONE, BOTH SIDESTYPICAL CONCRETE OF FOOTING TRANSVERSE TO FOOTING ENCASEMENT VERIFY EXCAVATION CONDITIONSSOIL ROCK) WITH GEOTECHNICAL REPORT AND/OR SITE INVESTIGATIONS. REFER TO SP CIFICATIONS FOR OTHER CONDITIONS. DO NOT INSTALL PIPES UNDER INTERIOR BUILDING SPREAD FOOTINGS OR PILE CAPS. COORDINATE WITH AFFECTED CONTRACTORS PRIOR TO THE START OF WORK. rlr� �►Ivv NOT TO SCALE SLOPE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE, 2% MINIMUM. DISCHARGE WASTE INTO RECEPTOR WHERE SHOWN ON PLANS WITH AIR GAP PER CODE. ENDS AND TURNS OF PIPE PROVIDE ADAPTER(S) AS WITH ADAPTER AND ♦ REQUIRED TO CONNECT THREADED CLEANOUT PLUG. INDIRECT DRAIN PIPE TO RELIEF VALVE ABOVE TOP OF EQUIPMENT OR DRAIN PAN. INSULATE INDIRECT DRAIN HEATER PROVIDE INDIRECT DRAIN PIPE RECEIVING HOT OR CHECK VALVE PIPE ONE PIPE SIZE LARGER CHILLED WASTE: REFER TO — THAN EQUIPMENT SPECIFICATIONS. DO NOT FLOOR SLAB ON GRADE CONNECTION SIZE, MINIMUM INSULATE INDIRECT DRAIN AND PRESSURE RELIEF VALVE 3/4" OR AS SHOWN ON PIPES IN FOOD SERVICE WATER HEATER. PROVIDE 1" FURNISHED WITH WATER PLANS. AREAS. INSULATION TO FIRST 8'-0" HEATER MAXIMUM TAILPIECE LENGTH MAINTAIN MINIMUM 1" OF COLD WATER PIPING. THERMOMETER IS 24" IF TRAPPED. CLEARANCE TO FLOOR, OR COMBINATION WYE AND STORM SEWER, SIZE PER EIGHTH BEND IN RUN, 6" TO CEILING OR ROOF PROVIDE A HARD COPPER—j PROVIDE P -TRAP IF TOTAL DRAIN LENGTH IS GREATER THAN FIVE FEET. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS SHOWN IN EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFER TO SPECIFICATIONS FOR PIPE AND FITTING MATERIALS, AND INSTALLATION OF HANGERS AND SUPPORTS. PROVIDE DIELECTRIC UNION IF CONNECTING DISSIMILAR METALS. DO NOT COMBINE INDIRECT DRAIN PIPES WITH CONDENSATE DRAIN PIPES. DO NOT PROVIDE TRAP OR VENT ON INDIRECT DRAINS RECEIVING DISCHARGE UNDER PRESSURE. PROVIDE CLEANOUT IN TRAP FOR NON -CLEAR LIQUID WASTE ONLY. FOOD SERVICE EQUIPMENT INDIRECT DRAINS: INSTALL SEPARATE DRAINS FROM DIFFERENT EQUIPMENT - DO NOT COMBINE. SECURELY ATTACH INDIRECT DRAINS TO THEIR EQUIPMENT WITH BRACKETS OR SPLIT RING PIPE CLAMPS - REFER TO SPECIFICATIONS. LOOSE, DANGLING, OR PIPES ON THE FLOOR SHALL NOT BE ACCEPTED. INSTALL INDIRECT DRAINS HIGH AS POSSIBLE TO FACILITATE CLEANING UNDER KITCHEN EQUIPMENT. INDIRECT DRAIN INSTALLATION NOT TO SCALE REFER TO FLOOR PLANS FOR CONTINUATION AND PIPE SIZES AIR DROP 5' A.F.F. FLOOR MOUNTED REFRIGERATED AIR DRYER TYPICAL UNION SLOPE MAIN PIPING TO 1/4" DRIP LEG AT LOW POINT OF LOOP AT FAR END OF LOOP AND PROVIDE BLEEDER VALVE 60" ABOVE FLOOR SHUT-OFF VALVE SIX FEET ABOVE -.I, I FLOOR PIPE UNION ANCHOR BRANCH PIPE DROPS TO WALL NEAR BOTTOM 1/2' BRANCH PIPE OFF TOP OF MAIN WHERE SHOWN ON PLANS PIPE HANGER FROM STRUCTURE ABOVE NEAR BRANCH 1/2"A CAPPED FOR FINAL CONNECTION BY OWNER. 1/2"x1/4" CONCENTRIC REDUCER 12" LONG DRIP LEG WITH BLEEDER VALVE AT BOTTOM OF BRANCH WALL BRACKET �■ NOT TYPICAL FOR ALL AIR DROPS. (END OF LOOP ONLY). ® SEE DET. 14 BELOW FOR TYP. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION ABOUT PIPE, FITTINGS AND DEVICES. PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUIT CONDITIONS. REFER TO FLOOR PLANS FOR AIR MAIN PIPE SIZES, DRIP LEGS, AND OUTLET LOCATIONS. INSTALL QUICK DISCONNECT COUPLING (FURNISHED BY OTHERS) PRIOR TO TURNING BUILDING OVER TO OWNER. 4 COMPRESSED AIR OUTLET NOT TO SCALE 'AirOutlet" ALL PIPE JOINTS AT AIR COMPRESSOR, AIR DRYER AND BUILDING ENTRANCE SHALL BE THREADED AND PROVIDED WITH UNIONS WHERE REQUIRED TO EASILY FACILITATE MAINTENANCE. TYPICAL BALL AIR COMPRESSOR VALVE ROUTE TO NEAREST FLOOR DRAIN AN DISCHARGE WITH 2 AIR GAP (TYPICAL4 ANCHOR BOLTS THROUGH LEG AND ISOLATION PAD TYPICAL VIBRATION TYPICAL AUTOMATIC - ISOLATION PAD WITH PIPE TO DISCHARGE ONTO - :4- FLOOR DRAIN �� FLOOR INSTALL AUTOMATIC CONDENSATE DRAIN TEST COCK FURNISHED WITH AIR COMPRESSOR PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT ACTUAL CONDITIONS. VERIFY CONNECTION SIZES AND LOCATIONS PER MANUFACTURER'S REQUIREMENTS PRIOR TO INSTALLATION. FIELD WIRING TO AIR COMPRESSOR CONTROL PANEL, AIR DRYER, AND AUTOMATIC DRAIN VALVES IS BY ELECTRICAL CONTRACTOR. REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. g AIR COMPRESSOR PIPING SCHEMATIC NOT TO SCALE REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES AND LOCATIONS PER MANUFACTURER'S REQUIREMENTS. REFER TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC STRAP OR BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES AND/OR SEPARATE DETAIL. PROVIDE HEAT TRAP WHEN REQUIRED BY LOCAL CODES/AUTHORITIES. INSTALL WITH BOTTOM MINIMUM 6'-6" ABOVE FLOOR IF ABOVE JANITOR'S SINK; OTHERWISE HIGH AS POSSIBLE. PLATFORM SHALL BE PLYWOOD ON UNISTRUT FRAME BRACKETED AND ANCHORED TO WALL, AND/OR SUSPENDED FROM STRUCTURE ABOVE WITH THREADED ROD. __,-_)�ELEC TRIC WATER HEATER OVERHEAD NOT TO SCALE 3/4' PIPE FROM COLD WATER SUPPLY TO WATER HEATER, WITH NO CHECK VALVES — INTERVENING PROVIDE CLEANOUT WITH ADJUSTABLE CLEANOUT TOP WITH INSTALL WITH MINIMUM 6" CLEARANCE TO BUILDING PROVIDE AUTOMATIC VACUUM STRUCTURE ABOVE RELIEF VALVE ABOVE TOP OF — CLEANOUT PLUG AS SPECIFIED. HEATER APPLY TEFLON JOINT COMPOUND CHECK VALVE REFER TO SPECIFICATIONS — — SHUT-OFF VALVE INSTALL ASME TEMPERATURE FLOOR SLAB ON GRADE _— COLD WATER SUPPLEY TO AND PRESSURE RELIEF VALVE WATER HEATER. PROVIDE 1" FURNISHED WITH WATER INSULATION TO FIRST 8'-0" HEATER LONG SWEEP ELBOW AT OF COLD WATER PIPING. THERMOMETER END OR TURN OF RUN SANITARY WASTE AND/OR COMBINATION WYE AND STORM SEWER, SIZE PER EIGHTH BEND IN RUN, HOT WATER TO FIXTURES. PROVIDE f 1" INSULATION TO FIRST 8'-0" PROVIDE A HARD COPPER—j DIRECTION OF FLOW F T REQUIRED. ENTER TOP OF PIPE. OF HOT WATER PIPING. RELIEF VALVE DISCHARGE PIPE FULL SIZE OF VALVE OUTLET I 3/4" BRANCH TO EXPANSION ELECTRIC WATER HEATER PER TANK SPECIFICATIONS AND/OR SCHEDULE PROVIDE PIPE UNION, DIELECTRIC TYPE IF DRAIN VALVE WITH HOSE lH REQUIRED FOR CONNECTION BIBB BY WATER HEATER OF DISSIMILAR METALS MANUFACTURER (TYPICAL) PROVIDE 6" DEEP ROUTE RELIEF VALVE RUST -PROOF WATER -TIGHT DISCHARGE PIPE AND DRAIN PAN UNDER HEATER, WITH PAN PIPE SEPARATELY TO DRAIN PIPE DISCHARGE TO OUTSIDE AS SHOWN ON PLAN, WITH AIR PROVIDE PLATFORM. — — — GAP PER LOCAL CODE. ATTACH TO BACKBOARD — — - AND/OR SUSPEND FROM IF CEILING EXISTS, INSTALL STRUCTURE ABOVE, MINIMUM ABOVE IT IF THERE IS ADEQUATE SPACE AND EASY 6" CLEAR OF CEILING, IF ANY. ACCESS. REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES AND LOCATIONS PER MANUFACTURER'S REQUIREMENTS. REFER TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC STRAP OR BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES AND/OR SEPARATE DETAIL. PROVIDE HEAT TRAP WHEN REQUIRED BY LOCAL CODES/AUTHORITIES. INSTALL WITH BOTTOM MINIMUM 6'-6" ABOVE FLOOR IF ABOVE JANITOR'S SINK; OTHERWISE HIGH AS POSSIBLE. PLATFORM SHALL BE PLYWOOD ON UNISTRUT FRAME BRACKETED AND ANCHORED TO WALL, AND/OR SUSPENDED FROM STRUCTURE ABOVE WITH THREADED ROD. __,-_)�ELEC TRIC WATER HEATER OVERHEAD NOT TO SCALE 3/4' PIPE FROM COLD WATER SUPPLY TO WATER HEATER, WITH NO CHECK VALVES — INTERVENING PROVIDE CLEANOUT WITH ADJUSTABLE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. CLEANOUT PLUG AS SPECIFIED. APPLY TEFLON JOINT COMPOUND TO THE CLEANOUT PLUG THREADS a ed a FLOOR SLAB ON GRADE SAME SIZE AS SEWER UP TO 4" MAXIMUM MEMBRANE CLAMP AS REQUIRED FOR DEPTH OF LONG SWEEP ELBOW AT SEWER END OR TURN OF RUN SANITARY WASTE AND/OR COMBINATION WYE AND STORM SEWER, SIZE PER EIGHTH BEND IN RUN, PLAN REDUCING TYPE IF DIRECTION OF FLOW F T REQUIRED. ENTER TOP OF PIPE. REFER TO SPECIFICATIONS AND SCHEDULE FOR MORE INFORMATION. LOCATE AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 46, AT 50' INTERVALS ON STRAIGHT RUNS OF PIPE 4" AND SMALLER AND AT 75' INTERVALS OF PIPE 5" AND LARGER, AND/OR WHERE SHOWN ON PLANS AND RISERS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUT WHERE THERE IS 18" CLEAR AROUND, FOR ACCESSIBILITY. CONSULT LOCAL CODES AND OFFICIALS FOR OTHER REQUIREMENTS. rJ FLOOR CLEANOUT NOT TO SCALE NOTE: ALL CLEANOUTS TO BE LOCATED IN CENTER OF BAY. _— PIPE HANGER NEXT TO / ELBOW / --� PROVIDE DIELECTRIC PIPE UNION AT TANK CONNECTION FOR FDA -COMPLIANT BUM CONNECTION OF DIAPHRAGMDISSIMILAR METALS .',000, WELDED STEEL AIR CHARGING VALVE. EXPANSION TANK WITH FILL TANK WITH AIR POLYPROPYLENE LINING, PRESSURE TO MATCH NSF APROVED FOR WATER PRESSURE. DOMESTIC WATER SERVICE PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. PROVIDE SEISMIC STRAP OR BRACING WHEN REQUIRED BY LOCAL AUTHORITIES. 1 3 SMALL EXPANSION TANK NOT TO SCALE Ur�r�S �,bbott aSS�c`d�� CAA o` a�R05�'4`�• C*t4S E EngineeringInc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com c>' DARRL ROY C fIUMBER • i 32485 ���s��+ONAL •��' 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: 1 PLUMBING DETAILS Drawing No. P-5.01 9RH-1-2020 SECTION 15B: PLUMBING: 15B1 GENERAL INSTRUCTIONS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND LABOR REQUIRED TO COMPLETE THE ENTIRE PLUMBING SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS AND THE DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT CORRECT PROGRESS OF THE WORK MAY BE PERFORMED. 15B 1-2 DEFINITIONS FURNISH: `TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE INCLUDING, BUT NOT LIMITED TO, THE ACTUAL UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE. PROVIDE: "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: "AN ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION." ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INV LVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. NRTL• NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29 CFR 1910.7 (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. V PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. i 1E•7:�i a't!L� I �;a � �`►I �LL�I;I:t!T:1`►l,�:l f MATERIAL, EQUIPMENT, AND APPARATUS PROVIDED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS LOCATED IN THE UNITED STATES. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL BE MADE IN A MANNER THAT WILL COMPLY WITH APPLICABLE CODES AND LAWS. INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, AND NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT OR PIPING AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL GRADE EQUIPMENT WILL NOT BE ACCEPTED UNLESS OTHERWISE INDICATED. REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF HIS WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN PIECES OF EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS NOTED ELSEWHERE, GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION REGARDING CHASES AND OPENINGS WHEN REQUIRED. CONTRACTOR SHALL KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND SHALL EXECUTE HIS WORK IN SUCH A MANNER AS NOT TO INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND VERIFICATION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15B 1-6 ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS �ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS ASH ), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. MAINTAIN NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB SITE. COVER WITH WATERPROOF, TEAR -RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AT HIS OWN EXPENSE. KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS DURING CONSTRUCTION WHEN NOT IN USE, TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. KEEP THE MANUFACTURER -PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH CHANGES IN OTHER MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEER'S DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTION SHALL BE FINAL THE TERMS "APPROVED "APPROVED EQUAL OR "EQUAL", REFER TO APPROVAL BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX 6) COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR EQUIPMENT TO BE FURNISHED UNDER THIS CONTRACT, ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS AND SHEET METAL DUCTWORK FABRICATION DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, VERIFY THAT EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF ELECTRICAL REQUIREMENTS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3 -RING BINDER. EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED AND ACCESSORIES INDICATED. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, MATERIALS, FINISHES, WIRING DIAGRAMS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. MARK OUT INAPPLICABLE ITEMS. SHOP DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS ARE NOT MET. i b7:�i>Qi I�>• � � ZH I:Z�P►1 T*l �7;�1�I f `►(�� IN PREPARATION OF SHOP DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND #15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION. CONTRACTOR SHALL COMPLETE AND SEND THE FORM ATTACHED AT THE END OF THIS SECTION ALONG WITH A CHECK MADE PAYABLE TO HENDERSON ENGINEERS, INC. CONTRACTOR SHALL INDICATE THE DESIRED SHIPPING METHOD AND DRAWING FORMAT ON THE ATTACHED FORM. IN ADDITION TO PAYMENT, ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. T><•��TiII�ilt�I1�:7Y1[�P►1:PAIN!T:[`►11�`J�`►i*I�[�►I►�GT�iBII�P►L`� DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE A COMPLETE BROCHURE OF EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS MANUFACTURERS CATALOG SHEETS WIRING DIAGRAMS PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE AS FURNISHED BY THE EQUIPMENT MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, CONSULTING ENGINEER, GENERAL CONTRACTOR, SUB- CONTRACTOR, AND AN INDEX OF CONTENTS. SUBMIT THREE COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL SYSTEMS INSTALLED UNDER THIS CONTRACT WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS RECEIVED AND DEEMED COMPLETE BY THE ARCHITECT AND ENGINEER. INSTRUCT WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED WITH THE EQUIPMENT ITSELF, FOR INCLUSION IN THIS BROCHURE. PROVIDE "AS -BUILT" DRAWINGS (SEE SPECIAL CONDITIONS). 15B 1-12 TRAINING AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, PROVIDE THE SERVICES OF A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE TO TRAIN OWNER'S DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR THIS PROJECT. PROVIDE TRAINING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE SYSTEM AND/OR EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; OPERATION AND MAINTENANCE PROCEDURES AND SCHEDULES RELATED TO STARTUP AND SHUTDOWN, TROUBLESHOOTING, SERVICING, PREVENTIVE MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND REVIEW OF DATA INCLUDED IN THE OPERATION AND MAINTENANCE MANUALS. SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S DESIGNATED REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SIGN THE CERTIFICATION LETTER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED. SCHEDULE TRAINING WITH OWNER WITH AT LEAST 7 DAYS' ADVANCE NOTICE. 15B 1-13 WARRANTIES COORDINATE WITH DIVISION 1 AND GENERAL CONDITIONS TO DETERMINE WHAT THE ACTUAL REQUIREMENTS ARE, AND MODIFY THE FOLLOWING AS REQUIRED SO AS TO NOT CONTRADICT THEM. WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 15B 1-14 SPARE PARTS FURNISH TO OWNER, WITH RECEIPT, THE SPARE PARTS TO INCLUDE FAUCET WASHERS AND 0 - RINGS, FLUSHOMETER REPAIR KITS AND WATER CLOSET TANK REPAIR KITS FOR THE FIXTURES FURNISHED FOR THIS PROJECT. V PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT. TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE-IN OR SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ARCHITECT. USE PUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL TRENCHES IN MAXIMUM 6" LAYERS OF WELL -TAMPED DRY EARTH IN A MANNER TO PREVENT FUTURE SETTLEMENT. EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION. COMMON EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. EXCAVATED MATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND SURPLUS OF EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL, SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE AND RESPONSIBILITY, AND TO THE SATISFACTION OF THE ARCHITECT. 15B 1-16 COINCIDENTAL DAMAGE CONTRACTOR SHALL REPAIR STREETS, SIDEWALKS, DRIVES, PAVING, WALLS AND FINISHES ETC. THAT HE DAMAGES IN THE COURSE OF THIS PROJECT. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION. REPAIR WORK SHALL MEET REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION AND MEET THE SATISFACTION OF THE ARCHITECT. ib7:iII�1rSd�111I`il�l:�`►I�l;�t�.l[`►Ir OBTAIN PERMISSION FROM THE ARCHITECT BEFORE CUTTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED BY THE PROJECT. DO NOT DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 15B 1-18 ROUGH -IN BEFORE STARTING CONSTRUCTION, COORDINATE WITH OTHER CONTRACTORS REGARDING ROUGH -IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING, CONDUIT AND ROUGH -IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. ib7:ilQik=d�P►I�3:Ia1�:?���� PROVIDE CONCRETE BASES FOR HIS EQUIPMENT WHERE INDICATED ON THE DRAWINGS. CONCRETE BASES SHALL HAVE CHAMFERED EDGES. SIZE OF PAD SHALL BE A MINIMUM OF 4" GREATER THAN THE FOOTPRINT OF THE EQUIPMENT THAT IT IS SUPPORTING. CONSTRUCT EQUIPMENT BASES AND HOUSEKEEPING PADS OF A MINIMUM 28 DAY, 4000 PSI CONCRETE CONFORMING TO AMERICAN CONCRETE INSTITUTE STANDARD BUILDING CODE FOR REINFORCED CONCRETE (ACI 318-99) AND THE LATEST APPLICABLE RECOMMENDATIONS OF THE ACI STANDARD PRACTICE MANUAL. CONCRETE SHALL BE COMPOSED OF CEMENT CONFORMING TO ASTM C 150 TYPE I, AGGREGATE CONFORMING TO ASTM C33, AND POTABLE WATER. EXPOSED EXTERIOR CONCRETE SHALL CONTAIN 5 TO 7 PERCENT AIR ENTRAINMENT. UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE STRUCTURAL DRAWINGS, REINFORCE EQUIPMENT BASES AND HOUSEKEEPING PADS WITH NO. 4 REINFORCING BARS CONFORMING TO ASTM A 615 OR 6X6 - W2.9 X W2.9 WELDED WIRE MESH CONFORMING TO ASTM A185. PLACE REINFORCING BARS 24" ON CENTER WITH A MINIMUM OF TWO BARS EACH DIRECTION. PROVIDE GALVANIZED ANCHOR BOLTS FOR EQUIPMENT PLACED ON CONCRETE EQUIPMENT BASES AND HOUSEKEEPING PADS OR ON CONCRETE SLABS. ANCHOR BOLTS SIZE, NUMBER AND PLACEMENT SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF THE EQUIPMENT. CONCRETE EQUIPMENT BASES SHALL HAVE MINIMUM HEIGHTS IN ACCORDANCE WITH THE FOLLOWING: FOR WATER HEATERS, WATER SOFTENERS AND OTHER EQUIPMENT NOT LISTED, MINIMUM HEIGHT IS 3-1/2. FOR WATER HEATERS OVER 200 GALLONS CAPACITY AND DOMESTIC WATER BOOSTER PUMPS, MINIMUM HEIGHT IS 5-1/2". HEIGHT OF EQUIPMENT BASES APPLIES TO EQUIPMENT INSTALLED ON SLAB -ON -GRADE. FOR EQUIPMENT INSTALLED ON FLOORS ABOVE GRADE AND ON THE ROOF, REFER TO THE DRAWINGS. 15B 1-20 STRUCTURAL STEEL STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW AND CLEAN, AND SHALL CONFORM TO ASTM DESIGNATION A-36. SUPPORT PLUMBING EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT PLUMBING EQUIPMENT AND PIPING FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS. PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER -TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. SEAL FLOOR, EXTERIOR WALL, AND ROOF PENETRATIONS WATER AND WEATHERTIGHT WITH APPROPRIATE NON -SHRINK, NON -HARDENING COMMERCIAL CONSTRUCTION SEALANT. SEAL ROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON -FIRE -RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PIPING PENETRATIONS OF FIRE -RATED ASSEMBLIES WITH 3M I CP -25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE -RATED ASSEMBLIES. SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE WITH CAST IRON WALL PIPES AND MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE / LINK SEAL, CALPICO, INC. AND METRAFLEX. PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAT THE PIPE SERVED. PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER -TIGHT WITH SILICONE CAULK. 15B 1-23 ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR PLUMBING SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15B 1-24 EQUIPMENT FURNISHED BY OTHERS FURNISH AND INSTALL ROUGHED -IN WASTES, VENTS AND WATER SERVICES. PROVIDE FINAL CONNECTION TO KITCHEN EQUIPMENT, FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS. PROVIDE ACCESSORY ITEMS THAT ARE REQUIRED BUT NOT FURNISHED WITH THE EQUIPMENT, INCLUDING TRAPS, STOP VALVES, PRV'S, INDIRECT DRAIN FROM EQUIPMENT TO FLOOR DRAINS, AND ACCESSORY ITEMS INDICATED OR REQUIRED FOR THE PROPER OPERATION OF THE COMPLETE SYSTEM AT THE TERMINATION OF THE WORK. DIVISION 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH -IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS. 15B 1-25 ALTERNATES REFER TO THE ARCHITECTURAL PORTION OF THE SPECIFICATION FOR LIST OF ALTERNATES. APPLICABLE SECTIONS OF THE BASE SPECIFICATIONS SHALL APPLY TO ALL WORK REQUIRED BY THE ALTERNATE UNLESS OTHERWISE SPECIFIED. DETERMINE WHETHER OR NOT AND HOW EACH ALTERNATE AFFECTS WORK. INCLUDE LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION SERVICES NECESSARY FOR AND INCIDENTAL TO THE COMPLETION OF WORK UNDER EACH PARTICULAR ALTERNATE. FURNISH SEPARATE BID FOR EACH ALTERNATE APPLICABLE TO WORK, STATING THE AMOUNT TO BE ADDED OR DEDUCTED FROM THE BASE BID. 15B 1-26 EXTERIOR UTILITY CONNECTIONS TERMINATE DOMESTIC WATER, STORM, AND SEWER LINES AT A POINT APPROXIMATELY FIVE FEET FROM THE BUILDING WALL, OR AS SHOWN ON THE DRAWINGS. MAKE CONNECTION TO THE VARIOUS SERVICES PROVIDED BY OTHERS AND COORDINATE CONNECTION REQUIREMENTS WITH CML ENGINEER. VERIFY THAT INSTALLATION WILL TIE INTO THE VARIOUS SERVICES PROVIDED BY OTHERS AT THE INDICATED INVERT ELEVATION POINT PRIOR TO INSTALLATION. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY ARCHITECT AND CML ENGINEER SO THAT AN ALTERNATIVE MAY BE DETERMINED. PROVIDE SERVICE PIPING AND ACCESSORIES REQUIRED TO COMPLETE UTILITY CONNECTIONS THAT ARE NOT FURNISHED BY THE SERVING UTILITY. COORDINATE WITH THE LOCAL GAS SERVICE COMPANY TO PROVIDE A NEW GAS SERVICE, INCLUDING GAS METER, SHUT-OFF VALVES, AND REGULATOR AS INDICATED ON THE DRAWINGS. INSTALLATION SHALL BE IN COMPLETE CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL GAS SERVICE COMPANY. 15B 1-29 SYSTEM TESTING AND ADJUSTING UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, TEST EACH SYSTEM IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. FURNISH LABOR AND EQUIPMENT REQUIRED TO TEST PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND ASSUME COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING DAMAGE RESULTING THEREFROM. NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND WHEN SATISFACTORY, THE WORK MAY BE CONCEALED. TEST PIPING BEFORE INSULATION IS INSTALLED, AND BEFORE BACKFILL. PIPES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. REPAIR OR REPLACE SYSTEM DEFECTS WITH NEW MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. MAKE TESTS IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE ARCHITECT AND ENGINEER, MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. AS A PART OF THESE TESTS, OPEN EVERY WATER OUTLET TO ENSURE COMPLETE SYSTEM FLUSHING, REMOVE AND CLEAN FAUCET AERATORS, CLEAN STRAINERS, LIGHT PILOT LIGHTS, AND OPERATE EVERY PIECE OF EQUIPMENT FURNISHED UNDER THIS CONTRACT TO DEMONSTRATE PROPER FUNCTIONING. TEST THE DRAINAGE AND VENT SYSTEM BY PLUGGING OPENINGS WITH TEST PLUGS, EXCEPT THOSE AT THE TOP OF THE STACKS. FILL THE SYSTEM WITH WATER; TEST RESULTS WILL BE SATISFACTORY IF THE WATER LEVEL REMAINS STATIONARY FOR NOT LESS THAN ONE (1) HOUR. SUBJECT THE DRAINAGE AND VENT SYSTEM TO A PRESSURE OF AT LEAST TEN (10) FEET OF WATER. IF LEAKS DEVELOP, REPAIR THEM AND REPEAT THE TEST. TEST THE DOMESTIC WATER SYSTEM BY FILLING IT WITH WATER AND THEN ISOLATING THE SYSTEM FROM ITS SOURCE. KEEP THE SYSTEM CLOSED FOR A PERIOD OF TWENTY-FOUR HOURS, WITH NO FIXTURE BEING USED. THE PRESSURE DIFFERENTIAL FOR THIS TEST PERIOD SHALL NOT EXCEED 10 PSIG. TEST WATER PIPING TO A 125 PSI HYDROSTATIC PRESSURE. FOR LOW PRESSURE NATURAL GAS SYSTEMS, SUBJECT THE PIPE TO 10 PSIG AIR PRESSURE FOR A PERIOD OF ONE HOUR. THE RESULTANT PRESSURE DIFFERENTIAL FOR THIS PERIOD SHALL BE 0 PSIG. TEST PER GAS COMPANY REQUIREMENTS WHERE REQUIRED. 15B 1-30 GUARANTEE THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE DRAWINGS AND SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK. GUARANTEE THAT THE PLUMBING INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB ACCEPTANCE BY THE OWNER. THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR WATER HAMMER. IF DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE PERIOD, REPAIR OR REPLACE SUCH DEFECTS AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, ARCHITECT AND ENGINEER. 15B2 PLUMBING PIPING 15B 2-1 PIPING MATERIALS MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. ALTERNATIVE MATERIALS - UPONOR PEX PIPING IS A ACCEPTABLE ALTERNATIVE IF NOT INSTALLED IN A PLENUM AND APPROVED BY APPLICABLE PLUMBING CODES AND LOCAL ORDINANCES. UPONOR PEX PIPING INSTALLATION SHALL COMPLY WITH MANUFACTURERS RECOMMENDATIONS. DOMESTIC WATER (COLD AND HOT): DOMESTIC WATER PIPING INSTALLED ABOVE THE FLOOR SHALL BE UPONOR PEX INSULATED PIPING WHERE APPROVED BY CODE; INSTALLATION SHALL COMPLY WITH MANUFACTUERS RECOMMENDATIONS. UNDERGROUND DOMESTIC WATER PIPING UPONOR PEX PIPING INSULATED. INSTALL AS FEW UNDERGROUND PIPING JOINTS AS POSSIBLE. AT BUILDING SERVICE ENTRANCE, NO JOINTS SHALL BE INSTALLED UNDER OR WITHIN 5 FEET OF THE BUILDING. INSTALL DOMESTIC WATER PIPING BELOW GRADE OUTSIDE BUILDING AT ADEQUATE DEPTH TO PREVENT FREEZING. INSTALLATION SHALL COMPLY WITH MANUFACTURERS RECOMMENDATIONS. UNDERGROUND DOMESTIC WATER PIPING 3" AND LARGER SHALL BE CLASS 52 DUCTILE IRON MEETING THE REQUIREMENTS OF ANSI / AWWA STANDARD C151/A21.51. PIPING SHALL BE DOUBLE CEMENT LINED IN ACCORDANCE WITH ANSI / AWWA STANDARD C104/A21.4. FITTINGS SHALL HAVE MECHANICAL JOINTS. AT CONTRACTOR'S OPTION, PIPE JOINTS IN STRAIGHT RUNS (NOT AT FITTINGS) AND NOT INSTALLED UNDER OR WITHIN 5 FEET OF THE BUILDING SLAB MAY BE PUSH -ON JOINTS. JOINTS SHALL CONFORM TO THE REQUIREMENTS OF ANSI 21.11. INTERIOR WASTE AND VENT BELOW SLAB: WASTE AND VENT PIPE BELOW SLAB INSIDE BUILDING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH HUB AND SPIGOT FITTINGS WITH NEOPRENE GASKET JOINTS. HUBLESS WASTE AND VENT PIPE IS NOT PERMITTED BELOW BASE SLAB. PVC SCHEDULE 40 DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, "SOLID WALL" CELL CLASS 12454-B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE. INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS WITH HUBLESS COUPLINGS. PVC SCHEDULE 40 DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, "SOLID WALL" CELL CLASS 12454-B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE, [EXCEPT WHERE OTHERWISE NOTED ON DRAWINGS]. (NOTE: PVC PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS) ( ****ABS PIPING IS NOT ALLOWED****). INTERIOR STORM: INSIDE BUILDING SHALL BE SAME AS SPECIFIED FOR INTERIOR WASTE AND VENT PIPE. �y 11�:�[�I:��t�I:���:U[��'�I���J��IIyI��I��I:ay:11�:�[�I►�'�►111:1:�����:U[�� NATURAL GAS: GAS PIPING ABOVE GROUND SHALL BE STANDARD WEIGHT BLACK STEEL WITH MALLEABLE IRON SCREWED FITTINGS, OR STANDARD WELDED FITTINGS. INDIRECT AND CONDENSATE DRAIN INSIDE BUILDING: INDIRECT AND CONDENSATE DRAIN PIPE INSTALLED INSIDE THE BUILDING SHALL BE TYPE "M" HARD COPPER WITH WROUGHT COPPER FITTINGS FOR 1" AND SMALLER AND "DWV" COPPER WITH WROUGHT COPPER DRAINAGE PATTERN FITTINGS FOR 1-1/4" AND LARGER HARD TEMPER COPPER TUBE AND SOLDERED CONNECTIONS MADE WITH 95/5 SOLDER. SCHEDULE 40 PVC PIPE AND FITTINGS WITH SOLVENT WELD JOINTS WHERE ALLOWED BY CODE. INSTALL CLEANOUTS AT ELBOWS GREATER THAN 45 DEGREES. OIL PIPING: PIPING FOR MOTOR OIL DISTRIBUTION SYSTEM SHALL BE " O.D., 0.049 WALL, TYPE J524 SEAMLESS HYDRAULIC STEEL PIPE. Ura`\e, c`d`DN CAA 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com a�4. �gS�•'REG���F e.e DARRVL* ROY C NUMBER • i 32485 ���s��+ONAL •��' 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 �G0 ��ding 51 J\s\� Sheet Title: PLUMBING 4:AkS E SPECIFICATION Drawing No. EngineeringInc. P-6-01 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 9RH-1-2020 15B 2-2 PIPING AND EQUIPMENT INSULATION DOMESTIC COLD WATER, HOT WATER, INDIRECT AND CONDENSATE DRAIN PIPE (WITHIN BUILDING) 1" ONE-PIECE FIBERGLASS COVERING WITH FIRE-RESISTANT JACKET WITH SELF- SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. FOR PIPING AT HANGERS PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS -MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS BY DOW. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT FIXTURES. PROVIDE 1" FIBERGLASS INSULATION ON VENT PIPING WITHIN SIX FEET OF VENT THROUGH THE OF ROOF. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLI) AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE INSULATION PROTECTION SHIELD AT EACH HANGER FOR INSULATED PIPING. COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE-PIECE PVC PREMOLDED INSULATING COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER INSULATION AT FITTINGS. 15B 2-3 PIPING JOINTS COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE SOLDERED JOINTS USING LEAD- FREE 95/5 SOLDER EXCEPT WHERE TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE SLAB, IN WHICH CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER (SILFOS). JOINTS IN SOFT TEMPER COPPER TUBING SHALL BE OF THE FLARED TYPE INSTALLED IN COMPLIANCE WITH THE FITTING MANUFACTURER'S RECOMMENDATIONS. THREADED STEEL PIPE: THREADED JOINTS SHALL BE FULL AND CLEAN, CUT WITH NOT MORE THAN THREE (3) THREADS EXPOSED BEYOND THE FITTINGS. MAKE JOINTS TIGHT WITH GRAPHITE BASE PIPE JOINT COMPOUND AND PAINT EXPOSED THREADS OF FERROUS PIPE WITH ACID - RESISTING PAINT AFTER PIPING HAS BEEN TESTED AND PROVEN TIGHT. NO CAULKING, LAMP - WICK OR OTHER MATERIAL WILL BE PERMITTED FOR CORRECTION OF DEFECTIVE JOINTS. WELDED STEEL PIPE: WELDED JOINTS SHALL BE OF THE BUTT WELDED SINGLE "VEE" TYPE. BEVEL PIPE AT A 45 DEGREE ANGLE TO WITHIN 1/16" OF THE INSIDE WALL, AND BUILD UP THE WELD TO ONE FOURTH GREATER DEPTH THAN THE PIPE WALL THICKNESS. WELDING SHALL BE EITHER ELECTRIC OR OXY -ACETYLENE, PERFORMED IN CONFORMANCE WITH THE ASME CODE FOR PRESSURE PIPE WELDING, AND ONLY BY EXPERIENCED CERTIFIED WELDERS. CAST IRON PIPE BELOW GRADE: JOINTS IN BELL AND SPIGOT CAST IRON WASTE AND VENT PIPE SHALL BE NEOPRENE COMPRESSION GASKETS, TYSEAL OR EQUAL CAST IRON PIPE ABOVE GRADE: JOINTS IN HUBLESS PIPE SHALL BE STANDARD CISPI 310-85 COUPLING BY ANACO HUSKY OR APPROVED EQUAL. JOINTS IN STORM PIPING 6" AND LARGER SHALL BE HEAVY DUTY COUPLINGS MEETING ASTM C564 AND FM 1680, ANACO HUSKY JSD-4000 OR CLAMP -ALL "HI TORQUE" 125 IN. LB. PVC PIPE: CLEAN JOINTS FREE FROM DEBRIS AND MOISTURE. APPLY PVC PRIMER MEETING ASTM F656 TO EACH JOINT. APPLY SOLVENT CEMENT MEETING ASTM D2564 AND MAKE JOINT WHILE WET AND IN ACCORDANCE WITH ASTM D2855. PIPE ADAPTERS: MAKE CONNECTION OF NEW WASTE PIPE TO NEW OR EXISTING DISSIMILAR WASTE PIPE USING ADAPTER COUPLINGS. PROVIDE FERNCO, PROFLEX 3000 SERIES OR MISSION FLEXSEAL MR56 SERIES WITH NEOPRENE ADAPTER GASKET WITH STAINLESS STEEL SHIELD AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES ABOVE GRADE. PROVIDE FERNCO, 1056 SERIES OR MISSION SEWER COUPLINGS WITH NEOPRENE ADAPTER GASKET AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES BELOW GRADE AND COAT STAINLESS STEEL BANDS WITH MASTIC. GENERAL- CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME -PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A ZINC -PLATED STEEL BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL - TO -COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B - LINE OR EQUAL BY ANVIL, MICHIGAN, TRUSCON, OR UNISTRUT. CONNECT HANGERS TO THE STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM OTHER PIPES, CONDUIT OR DUCTWORK. PROVIDE HANGER RODS AND SPACE HANGERS AT INTERVALS AS SPECIFIED IN "HANGER SPACING". PROVIDE SUPPORT WITHIN 1' OF EACH ELBOW AND TEE. PROVIDE SUPPORTS WITHIN 1' OF EACH EQUIPMENT CONNECTION. PROVIDE TWO NUTS ON THREADED SUPPORTS TO SECURELY FASTEN THE SUPPORT. INSTALL HANGER TYPES OR SUPPORTS FOR VARIOUS PIPING AS FOLLOWS: COPPER TUBE: ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3" AND SMALLER SHALL BE B -LINE JB3170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. ADJUSTABLE BAND HANGERS FOR INSULATED COPPER TUBE AND 3" SMALLER SHALL BE B -LINE IB3170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED COPPER TUBE 4" AND LARGER SHALL BE B -LINE JB3100 GALVANIZED STEEL CLEVIS TYPE. SUPPORT EXPOSED COPPER TUBE 2" AND SMALLER TO WALLS OR IN CHASES WITH B -LINE #B3198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND B -LINE #B3199CT CEILING FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT PLUMBING FIXTURES WITH PLASTIC OR COPPER BRACKETS SECURED TO STRUCTURE AND U -BOLTS SIZED TO BARE ON THE PIPE. RISER CLAMPS TO SUPPORT VERTICAL COPPER TUBE SHALL BE B -LINE #133373CT COPPER COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, AND ATTACH TO BARE TUBE. STEEL PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER SHALL BE B -LINE JB3170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR 2-1/2" AND LARGER SHALL BE B- ANE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B -LINE IB3373 GALVANIZED STEEL CAST IRON PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER. CLEVIS HANGERS FOR 3" AND LARGER SHALL BE B -UNE #B310O GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B -LINE #B3373 GALVANIZED STEEL PVC PIPE: ADJUSTABLE BAND HANGERS FOR 3" AND SMALLER. CLEVIS HANGERS FOR 4" AND LARGER SHALL BE B -LINE #63100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B -LINE #63373 GALVANIZED STEEL INSULATION PROTECTION SHIELDS: B -LINE JB3151 OF 18 GAUGE GALVANIZED SHEET METAL SHIELD SHALL COVER HALF OF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE OF LENGTH INDICATED BY MANUFACTURER FOR PIPE SIZE AND THICKNESS OF INSULATION. HANGER SPACING, ROD SIZES & CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS WITH B -LINE IB3031 OR IB3033BEAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE WITH B -LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT. CONNECT RODS IN WOOD CONSTRUCTION WITH B-LINEB3058 SIDE BEAM CONNECTORS. HANG AND SUPPORT PIPING WITH SPACING AND ROD SIZES AS FOLLOWS: COPPER TUBE: 1-1/2" AND SMALLER - EVERY 6' WITH 3/8"HANGER RODS; 2" - EVERY 10' WITH X"HANGER RODS; 2-1/2" AND 3" - EVERY 10' WITH 1/2" HANGER RODS, 4" - EVERY 10' WITH 5/8" ER RODS. SUPPORT VERTICAL COPPER TUBE EVERY 10'. STEEL PIPE: 1" AND SMALLER - EVERY 8' WITH 3/8" HANGER RODS; 1-1/4" TO 2" - EVERY 10' WITH 3" 3/8" HANGER RODS; 2-1/2" AND - EVERY 10' WITH 1/2" HANGER RODS, " - EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL STEEL PIPE EVERY 10'. CAST IRON PIPE: EVERY 10' AND WITHIN 1' OF EACH JOINT. 2" AND SMALLER WITH 3/8" HANGER RODS; 3" WITH 1/2" HANGER RODS; 4" WITH 5/8" HANGER RODS; 6" WITH 3/4" HANGER RODS; 8" AND LARGER WITH 7/8" HANGER RODS. SUPPORT VERTICAL CAST IRON PIPE EVE 15'. PVC PIPE: SUPPORT ALL PIPES SIZES SMALLER WITH HWITH ANGER 'HANRODSGE SUPPORT VERTICAL PVC PIPE H 1/2'HANGER DRODS, 4" D 3LAARGER WITH 5/8"S, 2" SUPPORTS ON FLOOR: SUPPORT PIPING FROM THE FLOOR WHERE REQUIRED FOR FERROUS PIPE OR INSULATED COPPER TUBE, SHALL BE B -LINE 83093 GALVANIZED STEEL WITH PIPE SADDLE, THREADED SHANK FOR HEIGHT ADJUSTMENT AND FLOOR STAND SECURED TO THE FLOOR. BELOW GROUND INSTALLATION FOR SOIL, WASTE AND STORM: INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. SLOPE STORM PIPING AT [1/81 [1/4] PER FOOT. LAY PIPE AT UNIFORM SLOPE, FREE FROM SAGS, WITH HUB END UPSTREAM. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS" COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1%6 BEND OR 1/16 BEND AND Y FITTINGS. INSTALL PIPE WITH THE BARREL OF THE PIPE ON FIRM, SOLID EARTH FOR ITS ENTIRE LENGTH, AND EXCAVATE HOLES FOR THE PIPE BELLS. LAY PIPE IN A STRAIGHT LINE AND INSTALL WITH UNIFORM GRADE TO LINE WITH BATTEN BOARDS SET NOT MORE THAN 24'-0" APART. CLOSE OPEN ENDS OF PIPE WITH A STOPPER WHEN PIPE LAYING IS NOT IN PROGRESS. CENTER SPIGOTS ACCURATELY IN BELLS FOR UNIFORM CAULKING. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PRIOR TO INSTALLATION OF ANY BUILDING DRAIN PIPE, VERIFY ELEVATION OF CONNECTION POINT OF EXISTING SEWER, SERVICE LINE OR EXISTING TENANT CONNECTIONS INDICATED ON THE DRAWINGS. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY ARCHITECT SO THAT AN ALTERNATIVE MAY BE DETERMINED. ABOVE GROUND INSTALLATION FOR SOIL, WASTE AND STORM: INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. SLOPE STORM PIPING AT 1/83 PER FOOT. LAY PIPE AT UNIFORM SLOPE FREE FROM SAGS. SUPPORT PIPE WITHIN 12" OF EACH JOINT. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATIO//N Y AND 1/8 BEND" FITTINGS, OR 45 SMOOTHREE AND UNIFORM INVERT IN TH8 BEND E FITTINGS � 1 M. B DRILLING LI G OR TOR TAPPING O16 BEND F SOIL AND FITTINGS. A LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PLUMBING VENT: CONNECT PLUMBING VENT PIPES TO FIXTURE DRAIN PIPES AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED AND ENFORCED BY LOCAL CODES OFFICIAL, AND EXTEND VENT PIPES FULL SIZE THROUGH THE ROOF LINE. GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING SYSTEM. VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3" SIZE EXCEPT IN TROPICAL CLIMATES, PER LOCAL CODES. TURN FLASHING DOWN INTO STACKS AT LEAST 2", AND EXTEND FLASHING 24" IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF LINE. APPLY WHITE LEAD PIPE DOPE ON MALE STEEL PIPE THREADS. VENT THROUGH ROOFS SHALL MAINTAIN A DISTANCE OF 10'-0" HORIZONTAL AND 3'-0" ABOVE ANY BUILDING OPENING OR FRESH AIR INLET. VENT LINES SHALL BE AIR AND WATER TIGHT. VENT FLOOR DRAINS INDIVIDUALLY OR CONNECT THEM TO A HORIZONTALLY VENTED LINE AS SHOWN ON THE DRAWINGS. DOMESTIC WATER: ARRANGE COLD, HOT, AND HOT WATER RECIRCULATION PIPING TO DRAIN AT THE LOWEST POINT IN EACH SYSTEM. INSTALL AT LEAST ONE PIPE UNION ADJACENT TO ALL SHUTOFF VALVES, AT CONNECTION POINTS OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM WHERE REQUIRED TO ALLOW PROPER MAINTENANCE. PROVIDE UNIONS OF THE GROUND JOINT TYPE. MAKE ALLOWANCE FOR EXPANSION AND CONTRACTION WHERE REQUIRED BY THE INSTALLATION. WHERE WATER PIPING OCCURS IN EXTERIOR WALLS, HOLD PIPE AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL AND INSTALL INSULATION BATT OR OTHER INSULATION (MINIMUM R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. NATURAL GAS: PITCH NATURAL GAS PIPING, AND PROVIDE ACCESSIBLE DIRT LEGS AT THE LOW POINTS. TAKE BRANCH PIPES OFF THE TOP OR SIDES OF MAIN PIPES, TO PREVENT ACCUMULATION OF WATER IN THE BRANCHES. INSTALL GAS PIPING VALVES AND UNIONS ONLY IN ACCESSIBLE LOCATIONS. DO NOT INSTALL GAS PIPE BELOW THE BASE SLAB. SANITIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN) WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. KEEP SOLUTION IN THE SYSTEM FOR A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL TIMES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL PROVIDE MANUFACTURER'S STANDARD PRE-PRINTED, SEMI-RIGID SNAP-ON OR PERMANENT ADHESIVE, PRESSURE -SENSITIVE VINYL PIPE MARKERS. PIPE MARKERS SHALL BE COLOR - CODED COMPLYING WITH ANSI A13.1. INSTALL PIPE MARKERS ON EACH PLUMBING PIPING SYSTEM AND INCLUDE ARROWS TO SHOW NORMAL DIRECTION OF FLOW. LOCATE PIPE MARKERS AND COLOR BANDS WHEREVER PIPING IS EXPOSED TO VIEW IN OCCUPIED SPACES, MACHINE ROOMS, ACCESSIBLE MAINTENANCE SPACES (SHAFTS, TUNNELS, PLENUMS) AND EXTERIOR NON -CONCEALED LOCATIONS. PROVIDE PLASTIC LAMINATE OR BRASS VALVE TAG ON EVERY VALVE, COCK AND CONTROL DEVICE IN EACH PLUMBING PIPING SYSTEM; EXCLUDE CHECK VALVES, VALVES WITHIN FACTORY - FABRICATED EQUIPMENT UNITS, PLUMBING FIXTURE FAUCETS, CONVENIENCE AND LAWN - WATERING HOSE BIBBS, AND SHUT-OFF VALVES AT PLUMBING FIXTURES AND SIMILAR ROUGH -IN CONNECTIONS OF END-USE FIXTURES AND UNITS. fI.06M' k1m11f`►I�190QRII� fI"� I�ffil�:'/:�I�:It:R!i!II:In:1:1�'it�I:1,�`►I�j1:7:1� PROVIDE WATER HAMMER ARRESTORS AT VALVES OR BATTERIES OF FIXTURES AS INDICATED ON THE DRAWINGS TO PREVENT WATER HAMMER. ARRESTORS SHALL BE JOSAM, SMITH, PRECISION PLUMBING PRODUCTS, SIOUX CHIEF, WADE, WATTS, OR ZURN, STAINLESS STEEL BELLOWS TYPE, OR 0 -RING SEALED AND LUBRICATED ACETAL PISTON. INSTALL WATER HAMMER ARRESTORS PER THE PLUMBING AND DRAINAGE INSTITUTE PDI WH -201 INSTALLATION INSTRUCTIONS. INSTALLATION OF ARRESTORS AT BATTERIES OF FIXTURES PRECLUDES THE REQUIREMENT FOR INDIVIDUAL AIR CHAMBERS AT EACH BATTERY FIXTURE. PROVIDE WATER -SEAL TRAPS ON FLOOR DRAINS, FIXTURES AND EQUIPMENT WITH DRAIN CONNECTIONS, INCLUDING TRAPS NOT FURNISHED IN COMBINATION WITH FIXTURES AND EQUIPMENT. PLACE TRAP AS CLOSE TO THE FIXTURE OR DRAIN AS POSSIBLE. EXPOSED TRAPS IN FINISHED SPACES SHALL BE CHROME -PLATED BRASS. PROVIDE CONVENTIONAL "P" TYPE TRAP, WATER -SEALED SELF-CLEANING DESIGN. FULL "S" TRAPS OR TRAP STANDARDS SHALL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON THE DRAWINGS OR ELSEWHERE IN THIS SPECIFICATION. TRAP WATER SEALS SHALL NOT BE LESS THAN 2 AND DEEP SEAL TRAPS SHALL BE PROVIDED WHERE SPECIFIED OR INDICATED. EACH TRAP NOT INTEGRAL WITH THE FIXTURE OR FLOOR DRAIN OR INSTALLED BELOW THE BASE SLAB SHALL BE PROVIDED WITH AN ACCESSIBLE CLEANOUT OF ADEQUATE SIZE. PROVIDE TRAP PRIMERS WHERE REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWINGS. 15B 3-2 CLEANOUTS. FLOOR DRAINS AND ROOF DRAINS CLEANOUTS, FLOOR DRAINS AND ROOF DRAINS SHALL BE BY ONE MANUFACTURER IF POSSIBLE. ACCEPTABLE MANUFACTURERS ARE JOSAM, SMITH, WADE, WATTS, AND ZURN. PROVIDE LONG SWEEP FITTINGS FOR CLEANOUT EXTENSIONS; SHORT SWEEPS AT START OF RUNS OR CHANGE IN DIRECTION AND COMBINATION WYE AND EIGHT BEND FITTINGS IN HORIZONTAL RUNS. INSTALL CLEANOUTS WITH A MINIMUM OF 18" CLEAR ALL AROUND, CONSULT LOCAL CODES FOR OTHER REQUIREMENTS, FOR EASY SYSTEM MAINTENANCE. INSTALL PLUG WITH TEFLON JOINT COMPOUND. y0111.17:l�l NIG:11111111INIIRIC:1Xpill 1IDI11`►li171a11J.U" I`►I� FLOOR CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS, AT THE BUILDING EXIT; AT A MINIMUM OF EVERY 50 FEET IN HORIZONTAL SOIL AND WASTE LINES; AND AT TURNS OF PIPE GREATER THAN 45 DEGREES CLEANOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4", AND 4" SIZE FOR PIPES LARGER THAN 4". DETERMINE THE TYPE OF FLOOR COVERING TO BE USED AT EACH FLOOR CLEANOUT LOCATION AND PROVIDE TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKERS, RECESSED FOR TILE AND SCORIATED FOR UNFINISHED FLOOR). ROUGH -IN AND INSTALL EACH FLOOR CLEANOUT FLUSH WITH THE FINISHED FLOOR CONSTRUCTION. EXTERIOR CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS, AT THE BUILDING EXIT; AT A MINIMUM OF EVERY 100 FEET IN HORIZONTAL SOIL, WASTE AND STORM SERVICE LINES. EMBED EACH EXTERIOR CLEANOUT IN AN 18" X 18" X 8" BLOCK OF CONCRETE, FLUSH WITH FINISHED GRADE. WALL CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL WALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS; AT THE FOOT OF EACH SOIL, WASTE OR INTERIOR DOWNSPOUT STACK; AT HORIZONTAL SOIL AND WASTE BRANCHES LONGER THAN FIVE FEET NOT SERVED BY A FLOOR CLEANOUT; CONSULT LOCAL CODES FOR INSTALLATION AT SPECIFIC FIXTURE TYPES. INSTALL WALL CLEANOUTS ABOVE THE FLOOD RIM OF THE FIXTURE SERVED WITHIN FOUR FEET OF THE FLOOR AND INSTALL EXTENSIONS FROM THE CLEANOUT TEE TO THE WALL TO LOCATE THE PLUG WITHIN 2" OF THE WALL WHERE REQUIRED. INSTALL CLEANOUTS ON URINALS AND SINKS WHERE REQUIRED BY CODE. 15B 3-3 VALVES. STRAINERS. HOSE BIBBS. AND UNIONS PLUMBING SYSTEM VALVES SHALL BE CRANE COMPANY OR NIBCO OF MODELS HEREIN SPECIFIED, OR APPROVED EQUAL BY HAMMOND, WALWORTH, STOCKHAM OR MUELLER VALVES. VALVES SHALL BE OF THE BEST QUALITY, DESIGNED FOR 125 PSI STEAM WORKING PRESSURE. INSTALL VALVES ON THE HOT AND COLD WATER LINES AT THE WATER HEATER CONNECTIONS AND OTHER ITEMS OF EQUIPMENT, AT BRANCHES FROM MAINS SERVING GROUPS OF FIXTURES, AND AT OTHER PLACES INDICATED OR REQUIRED BY THE INSTALLATION TO ALLOW EASE OF FUTURE MAINTENANCE. GATE VALVES: CLASS 125, SIZE 2-1/20 AND SMALLER SHALL BE CRANE #1701 OR NIBCO T113, NON -RISING STEM, SCREWED BRASS BODY AND PARTS WITH WEDGE DISC. GATE VALVES 3" AND LARGER SHALL BE CRANE465-1/2 OR NIBCO J617-0, O.S. & Y., IRON BODY FLANGED WEDGE GATE WITH BRASS SEATS AND STEM. BALL VALVES (MAY BE USED IN LIEU OF GATE VALVES UP TO 2"): 2" AND SMALLER, NIBCO #T580; TWO PIECE BRONZE BODY, WITH SCREWED ENDS, CHROME PLATED BRONZE BALL WITH CONVENTIONAL PORT, 400 PSI, BLOW-OUT PROOF STEM. GLOBE VALVES: GLOBE VALVES SHALL BE CLASS 125. GLOBE VALVES 2-1/2" AND SMALLER SHALL BE CRANE #1310 OR NIBCO 211, SCREWED BRASS BODY AND BRASS DISC. GLOBE VALVES 3" AND LARGER SHALL BE CRANE #351 IRON BODY FLANGED VALVE WITH BRASS TRIM. CHECK VALVES: CHECK VALVES SHALL BE CLASS 125. CHECK VALVES FOR INSTALLATION IN HORIZONTAL PIPE RUNS SHALL BE OF THE "SWING DISC" DESIGN. HORIZONTAL CHECK VALVES 2-1/2" AND SMALLER SHALL BE CRANE #137 OR NIBCO #T-413 WITH SCREWED BRONZE BODY AND BRONZE DISC. HORIZONTAL CHECK VALVES 3 AND LARGER SHALL BE CRANE #373 OR NIBCO F- 918 IRON BODY FLANGED VALVE WITH BRASS TRIM. CHECK VALVES FOR INSTALLATION IN VERTICAL PIPE RUNS BE OF THE NERTICAL LlFrn DESIGN. VERTICAL CHECK VVES AND SMALLER SHALL BE CRANE #29 OR NIBCO #T-480 WITH SCREWED BRONZE BODY D2-1/2" BRONZE DISC. VERTICAL CHECK VALVES 30 AND LARGER SHALL BE CENTER GUIDED. GAS COCKS: GAS COCKS 2-1/2" AND SMALLER SHALL BE HOMESTEAD #611, SCREWED IRON BODY WITH BRASS TRIM AND FLAT HEAD. GAS COCKS 3" AND LARGER SHALL BE HOMESTEAD #612 FLANGED SEMI -STEEL BODY WITH IRON TRIM AND SQUARE HEAD. APPROVED EQUAL ARE MCDONALD, ROCKWELL-NORDSTROM OR DEZURIK. THERMOSTATIC MIXING VALVES: THERMOSTATIC MIXING VALVES SHALL BE POWERS AS DESCRIBED ON THE DRAWINGS OREQUAL BRADLEY LEONARD LAWLER SYMMONS OR WATTS MEETING ASSE 1016 WITH BRASS BODY, NON -CORROSIVE INTERNAL PARTS, TAMPER RESISTANT TEMPERATURE ADJUSTMENT, UNION INLETS AND CHECK STOPS WITH STRAINERS. SET TEMPERATURE AT 1007 FOR HAND WASHING. GAS LINE PRESSURE REGULATORS: GAS UNE PRESSURE REGULATORS SHALL BE BY EQUIMETER, FISHER, MAXITROL OR AMERICAN METER COMPANY WITH CAPACITIES AS SCHEDULED ON THE DRAWINGS. REGULATORS SHALL BE SINGLE STAGE, STEEL JACKETED, CORROSION -RESISTANT TYPE WITH INTERSTITIAL RELIEF VALVE WITH ATMOSPHERIC VENT, ELEVATION COMPENSATOR; WITH THREADED ENDS, FOR INLET AND OUTLET. STRAINERS: STRAINERS 2-1/2" AND SMALLER SHALL BE WATTS #745 WITH SCREWED IRON BODY, BRASS CAP AND MONEL 40 MESH SCREEN. STRAINERS 3" AND LARGER SHALL BE WATTS #77F -D WITH FLANGED IRON BODY, BOLTED IRON CAP AND STAINLESS STEEL SCREEN WITH 1/16" PERFORATIONS. STRAINERS SIZE 3" AND LARGER SHALL HAVE A 1" BLOW -OFF LINE WITH A 1" GATE VALVE CONNECTED TO THE BLOW -OFF CONNECTION AND SHALL BE EXTENDED TO THE NEAREST FLOOR DRAIN. DRAIN VALVES CRHOSE BIBBS: WOODFORD OS GH BRASS BODY, /2" SREWEDINLET, WITH 3/4" HOSE TAREADOUTLET, REW-ON WITH BREAKER, WHE HANDLE AND COMPOSITION DISC. BXRASSEBOD^YY,, 3/4" SCREWEDRIOR HOSE INLET, NLET,H3/40 HOSE THREAD952 OR SBRASS OUTLET, INTEGRAL WITH BREAKER,PLATED CHROME WHEEL HANDLE AND COMPOSITION DISCO. WALL HYDRANTS: SMITH#5609-QT "NON -FREEZE" SURFACE TYPE WITH CAST BRONZE SATIN NICKEL PLATED FACE, W INTEGRAL VACUUM BREAKER, 3/4" HOSE CONNECTION, ADJUSTABLE WALL CLAMP, REMOVABLE KEY HANDLE OPERATOR; OR EQUAL BY WOODFORD, JOSAM, PRIER, WADE, WATTS OR ZURN. PROVIDE ACCESSIBLE STOP VALVE AND WATER HAMMER ARRESTOR INSIDE BUILDING. THERMOMETERS SHALL BE AMERICAN 3" BI -METAL DIAL TYPE WITH SEPARABLE SOCKET, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED. PRESSURE GAUGES SHALL BE ASHCROFT 3" DIAL TYPE WITH SHUT-OFF COCK, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED. TRAP PRIMERS SHALL BE AS SPECIFIED ON THE DRAWINGS, PRECISION PLUMBING PRODUCTS "PRIME RITE" OR EQUAL BY MIFAB OR SIOUX CHIEF WITH BRASS BODY AND INTEGRAL VACUUM BREAKER. PROVIDE DISTRIBUTION BOX WHERE MORE THAN ONE TRAP IS INDICATED TO BE PRIMED ON THE DRAWINGS. PROVIDE ACCESS PANEL WHERE REQUIRED. ICE MAKER CONNECTION BOXES SHALL BE AS SPECIFIED ON THE DRAWINGS, GUY GRAY IBIM875 OR APPROVED EQUAL, WITH 20 GAUGE STEEL BODY BODY, WALL FLANGE AND WATER NNECTION. ib7:Ll1��PI�3�`►i�1�1:11�I:T��`►I�7Z�1�1I1!l�`►ll FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES, SEE THE DRAWINGS FOR QUANTITIES AND DESCRIPTIONS. PROVIDE CHINA FIXTURES AS SCHEDULED BY AMERICAN - STANDARD. PROVIDE STAINLESS STEEL SINKS AS SCHEDULED BY ELKAY. PROVIDE ELECTRIC WATER COOLERS AS SCHEDULED BY ELKAY PROVIDE MOP SINKS AS SCHEDULED BY STERN-WILLIAMS OR EQUAL BY ACORN ENGINEERING CO., FIAT OR FLORESTONE. PROVIDE FIXTURES OF SAME MANUFACTURER WHERE POSSIBLE. FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE FURNISHED AND INSTALLED, SET FIRM AND TRUE, CONNECTED TO REQUIRED PIPING SERVICES, THOROUGHLY CLEANED, LEFT CLEAN AND READY FOR USE. EXPOSED FITTINGS AND PIPING AT THE FIXTURES SHALL BE CHROME -PLATED, AND WATER SUPPLY PIPING SHALL BE VALVED AT EACH FIXTURE. VITREOUS CHINA FIXTURES SHALL BE OF THE BEST GRADE VITREOUS WARE, WITHOUT PIT HOLES OR BLEMISHES, AND THE OUTLINES SHALL BE GENERALLY TRUE. THE ENGINEER RESERVES THE RIGHT TO REJECT ANY PIECES WHICH, IN HIS OPINION, ARE FAULTY. FIXTURES SET AGAINST WALLS SHALL HAVE GROUND BACKS AND SHALL BE CAULKED WITH SILICONE f,� �:D►:�`►l Id x!1:1 ta:l I`►(�I��T ��I: FAUCETS AND TRIM IN CONTACT WITH DRINKING WATER SHALL MEET OR EXCEED THE SAFE WATER DRINKING ACT (SWDA) LEAD-FREE STANDARDS OF ANSI/NSF STANDARD 61, SECTION 9. FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON EACH ITEM. PROVIDE FAUCETS AS SCHEDULED ON DRAWINGS: BY CHICAGO, SPEAKMEN, ZURN, OR T&S BRASS. FIXTURE P -TRAPS SHALL BE 17 GAUGE BRASS BODY WITH CLEANOUT, 17 GAUGE SEAMLESS TUBULAR WALL BEND WITH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE, ALL CHROME PLATED: BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO, WATTS BRASS AND TUBULAR OR ZURN. LAVATORY, SINK AND WATER CLOSET SUPPLIES SHALL BE SOLID BRASS ANGLE OR STRAIGHT TYPE WITH FULL TURN BRASS STEM, WHEEL HANDLE OR LOOSE KEY TYPES AS NOTED ON DRAWINGS, SHALLOW STEEL FLANGE, 3/8" COPPER RISER FLANGE, ALL CHROME PLATED, FINAL CONNECTION AS REQUIRED: BY MCGUIRE, BRASS CRAFT, EBC OR ZURN. LAVATORY DRAINS SHALL BE GRID TYPE CHROME PLATED 17 GAUGE BRASS OPEN GRID WITH 1- 1/4" X 6" LONG SEAMLESS BRASS TAILPIECE AND BRASS LOCKNUT WITH HEAVY RUBBER BASIN WASHER AND FIBER FRICTION WASHER, BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO, WATTS BRASS AND TUBULAR OR ZURN. SINK DRAINS SHALL BE BASKET TYPE WITH CHROME PLATED FORGED BRASS BASKET STRAINER AND STRAINER BODY WITH 1-1/2" X 4" LONG SEAMLESS BRASS TAILPIECE AND CAST BRASS LOCK AND COUPLING NUTS BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO OR ZURN.. PROVIDE HANDICAP INSULATION KITS FOR LAVATORIES AND SINKS ON EXPOSED WATER AND WASTE PIPES AND FITTINGS, INCLUDING OFFSET DRAIN AND CONTINUOUS WASTE COVERS WHERE REQUIRED: BY BROCAR, MCGUIRE, PLUMBEREX "PRO -2000", TRAP -WRAP OR TRU-BRO. 15B 4-3 WATER HEATER WATER HEATER SHALL BE BY A.O.SMITH, BRADFORD -WHITE, LOCHINVAR, STATE, RHEEM OR RUUD WITH CAPACITY AS SCHEDULED ON THE DRAWINGS. UNIT SHALL BE ELECTRIC GLASSLINED TANK TYPE COMPLETE WITH STEEL JACKET, FIBERGLASS INSULATION, MAGNESIUM ANODE, INTEGRAL THERMOSTATS AND CONTROLS, AND TEMPERATURE & PRESSURE RELIEF VALVE. WATER HEATER SHALL BE UL LISTED AND MEET ASHRAE 90.18 STANDARDS FOR THERMAL EFFICIENCY AND STANDBY HEAT LOSS. RELIEF VALVE: WATER HEATER RELIEF VALVE SHALL BE OF THE TEST LEVER TYPE, WITH AUTOMATIC RESET, COMBINATION TEMPERATURE AND PRESSURE RELIEF, APPROVED AND STAMPED BY THE AMERICAN GAS ASSOCIATION. IT SHALL BE INSTALLED DIRECTLY ON THE HEATER TANK, OR IN THE HOT WATER OUTLET, NOT MORE THAN 3" FROM THE TANK. THE TEMPERATURE SHALL BE NORMALLY SET TO RELIEVE AT 210'F AND THE PRESSURE RELIEF SHALL BE AT 125 PSI. THE RELIEF VALVE DISCHARGE LINE SHALL BE PIPED DOWN AND TERMINATE 6" ABOVE A FLOOR DRAIN. VACUUM RELIEF VALVE: WATTSN36 OR WILKINS VR -10 WITH BRONZE BODY AND SILICON DISC. VALVE SHALL OPEN AT 0.5"HG ACUUM AND BE RA D FOR 200 PSIG WORKING PRESSURE AND 250?F TEMPERATURE. INSTALL IN COLD WATER SUPPLY TO EACH WATER HEATER DOWNSTREAM OF THE SHUTOFF AND CHECK VALVES. COMPRESSED AIR PIPING SHALL BE COPPER PIPE WITH APPROPRIATE FITTINGS. INSTALLATION SHALL BE IN CONFORMANCE WITH SECTION 1582-4 PIPING INSTALLATION, OF THIS SPECIFICATION. INSTALL AND PIPE THE AIR COMPRESSOR FURNISHED BY THE OWNER, AS INDICATED ON THE DRAWINGS. INSTALL VALVES, FILTERS, REGULATORS, AND OTHER FITTINGS FURNISHED BY THE OWNER AS A PART OF THE COMPRESSED AIR SYSTEM. AT THE COMPLETION OF THE WORK, LEAVE A COMPLETE AND OPERATING SYSTEM, CONFORMING TO THE LATEST EDITION OF THE OSHA CODE. TERMINATE PIPING DROPS WITH BALL VALVES, QUICK DISCONNECT FITTINGS, AND DIRT LEG AS DETAILED ON THE DRAWINGS. il!•7:iII8�/.��I��]l�I:�►1:4R`►l�l]I]f`►Ir OIL TANK SHALL HAVE CAPACITY AS NOTED ON THE DRAWINGS AND SHALL BE COATED STEEL OR FIBERGLASS TYPE FOR UNDERGROUND SERVICE, COMPLETE WITH CAPPED FITTING FOR PUMPING OUT TANK INLET CONNECTION AND VENT CONNECTION SIZES AS NOTED ON THE DRAWINGS. INSTALL TANK UNDERGROUND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PROVIDE CONCRETE HOLD-DOWN SLAB TO PREVENT FLOATING. WASTE OIL PIPING SHALL BE BELOW SLAB, SHALL BE, DOUBLE WALL FIBERGLASS BY A. 0. SMITH DRAINAGE FITTINGS INSTALLED TO ALLOW RODDING OF SYSTEM. INSTALLED WASTE OIL SYSTEM IN COMPLETE CONFORMANCE WITH REQUIREMENTS OF EPA AND OTHER APPLICABLE GOVERNING AGENCIES. 15B 4-7 SAND & OIL INTERCEPTOR PROVIDE PRECAST CONCRETE INTERCEPTOR BY LOCAL MANUFACTURER, AS DETAILED ON THE DRAWINGS, CONFORMING TO REQUIREMENTS OF THE LOCAL CODE AND LOCAL SEWER DISTRICT. Vr�t\e c1d�� CAA VPOO- 1CONArchitects . - . 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com 4 ° re DARR L ROY CA NUMBED a° 132485 10-28-2020 Date Revisions 9/18/20 - Issued for CBA Plan Review 10/28/20 - Issued for Permit Submittal Project No. 20-13 Drawn By: Date: 10/28/20 Sheet Title: PLUMBING SPECIFICATION Cw*IkS E Drawing No. EngineeringInc. 796 Merus Court T 636.349.1600 P-6 0 02 St. Louis, MO 63026 F 636.349.1730 9RH-1-2020 low )EARTH SCIENCE LLC 5319 University Drive, Suite 20 Irvine, California 92612 (949)441-0433 Pb January 13, 2020 Christian Brothers Automotive Corporation C" 17725 Katy Freeway, Suite 200 Houston, Texas 77094 �G��aIng RE: Proposed Christian Brothers Automotive 3865 Kipling Street Wheat Ridge, Colorado 80033 Please find enclosed the Geotechnical Report (Report) prepared by Western Technologies Inc. for the above-mentioned address. If you have any questions concerning the enclosed Report, please contact our office at (949) 441-0433. Thank you. Respectfully, Fp� Sean Rakhshani Enclosure: -Geotechnical Report Project No. 19-1522 1 Western Technologies Inc. GEOTECHNICAL EVALUATION REPORT CHRISTIAN BROTHERS AUTOMOTIVE Kipling Street & W. 38th Avenue Wheat Ridge, Colorado WT Reference No. 3129JS097 PREPARED FOR: Earth Science LLC 5319 University Drive, Suite 20 Irvine, California 92612 January 8, 2020 OpADO 41, V�Q,iR SOGry\iYN1� f 9 ?a° O ~f •.• 1/8/2020 i' Q L / Roger K. Southworth, P.E. Managing Director ARIZONA • COLORADO • NEVADA • NEW MEXICO • UTAH pbMtt gssJ Ur iu. Jeff M. Boyd, P.E. Senior Geotechnical Engineer 278 SAWYER DRIVE, NO. 2 • DURANGO CO 81303 • 970 375 9033 • www.wt-us.com Geotechnical Environmental Inspections Materials Western Technologies Inc. The Quality People Since 1955 January 8, 2020 278 Sawyer Drive, No. 2 Durango, Colorado 81303-7904 (970) 375-9033 • fax 375-9034 Earth Science LLC 5319 University Drive, Suite 20 Irvine, California 92612 Attn: Mr. Sean Rakhshani Re: Geotechnical Evaluation Proposed Christian Brothers Automotive Kipling Street & W. 38th Avenue Wheat Ridge, Colorado CAA Job No. 3129JS097 Western Technologies Inc. (WT) has completed the geotechnical evaluation for the above - referenced project. This study was performed in general accordance with our proposal number 3129PS118 dated November 11, 2019. The results of our study, including the boring location diagram, boring logs, laboratory test results, and the geotechnical recommendations are attached. We have appreciated being of service to you in the geotechnical engineering phase of this project and are prepared to assist you during the construction phases as well. Please do not hesitate to contact us if the design conditions change or if you have any questions concerning this report. We look forward to working with you on future projects. Sincerely, WESTERN TECHNOLOGIES INC. Roger K. Southworth, P.E. Managing Director Earth Science LLC Job No. 3129JS097 TABLE OF CONTENTS 1.0 PURPOSE..............................................................................................................1 10 2.0 PROJECT DESCRIPTION.............................................................................................. x Abbott Asac 1 c0 7.2 Site Clearing........................................................................................................................ PN 3.0 SCOPE OF SERVICES................................................................................................4 10 3.1 Field Exploration................................................................................................................... 11 3.2 Laboratory Testing............................................................................................................��,��npD . c 3.3 Analyses and Report............................................................................................................. 12 4.0 SITE CONDITIONS....................................................................................................3 4.1 Surface..................................................................................................................................3 4.2 Subsurface............................................................................................................................3 4.3 Groundwater........................................................................................................................3 5.0 GEOTECHNICAL PROPERTIES & ANALYSIS.......................................................................3 7.0 EARTHWORK....................................................................................................... 10 7.1 General...............................................................................................................................10 7.2 Site Clearing........................................................................................................................ 10 7.3 Building Pad Preparation.................................................................................................... 10 7.4 Pavement Subgrade Preparation....................................................................................... 11 7.5 Materials.............................................................................................................................11 7.6 Placement and Compaction............................................................................................... 12 7.7 Compliance.........................................................................................................................12 8.0 PLAN REVIEW...................................................................................................... 12 9.0 ADDITIONAL SERVICES........................................................................................... 13 10.0 LIMITATIONS....................................................................................................... 13 11.0 CLOSURE............................................................................................................ 14 TABLE OF CONTENTS (CONTINUED) SITE LOCATION DIAGRAM.................................................................................................... Plate 1 BORING LOCATION DIAGRAM.............................................................................................. PIaUreVbW[Ae cdP APPENDIX A Definition of Terminology .... Method of Soil Classification Boring Log Notes Boring Logs ........ APPENDIX B CAIA ...................... A-2 ...................... A-3 A-4 through A-13 SwellTest Results.................................................................................................................... B-1 GEOTECHNICAL EVALUATION PROPOSED CHRISTIAN BROTHERS AUTOMOTIVE KIPLING STREET & W. 38TH AVENUE WHEAT RIDGE, COLORADO JOB NO. 3129JS097 zs0,bb "A%0 Cam®m 1.0 PURPOSE r This report contains the results of our geotechnical evaluation for the proposed Christian Broth �,,ing Automotive. The purpose of these services is to provide information and recommendations - regarding: • Foundation Design • Seismic Design Parameters • Floor Slab Support • Drainage • Pavement Design • Earthwork The results of the field exploration and laboratory tests are presented in the Appendix. 2.0 PROJECT DESCRIPTION The project will consist of constructing an automotive facility in Wheat Ridge, Colorado. The site location is shown on the attached Site Location Diagram (Plate 1). The building will be a single -story structure with a footprint of approximately 5,100 square feet. It is understood that the structure will have wall loads of approximately 2 to 3 kips per linear foot and floor slab loads of approximately 100 to 150 pounds per square foot (psf). The development will also include the construction of a concrete parking lot and associated improvements. It was assumed that grade changes of less than 4 feet would be required to develop the finish site grades. We should be notified immediately if any of our assumptions are incorrect since a revision of the recommendations presented herein could then be necessary. 3.0 SCOPE OF SERVICES 3.1 Field Exploration Four borings were drilled in the planned building area to depths of 21% feet and six borings were drilled in the planned parking area to depths of 10 feet. The borings were drilled at the approximate locations indicated on the attached Boring Location Diagram (Plate 2). Earth Science LLC Job No. 3129JS097 A WT geotechnical engineer monitored the drilling operations and prepared a field log for each boring. These logs contain visual classifications of the materials encountered during drilling as well as interpolation of the subsurface conditions between samples. The final boring logs, included in Appendix A, represent our interpretation of the field 1ptg ° 01% a U mN and may include modifications based on laboratory observations of the recovered sample ��� The final logs describe the materials encountered, their thicknesses, and the depths which samples were obtained. The Unified Soil Classification System was used to classify the soil. The soil classification symbols appear on the boring logs and are briefly described in Appendix A. 3.2 Laboratory Testing Laboratory tests were performed on representative samples to aid in material classification and to estimate the pertinent engineering properties of the soil. Testing was performed in general accordance with applicable ASTM methodologies. The following tests were performed and the results are presented in Appendix B. • Water Content • Swell Potential • Percent Passing the No. 200 Sieve • Dry Unit Weight • Liquid and Plastic Limits The laboratory test results were used in the development of the recommendations contained in this report. 3.3 Analyses and Report Analyses were performed and this report was prepared for the exclusive purpose of providing geotechnical engineering information and recommendations. The scope of services for this project does not include, either specifically or by implication, any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. If the owner is concerned about the potential for such contamination, other studies should be undertaken. We are available to discuss the scope of such studies with you. 2 Earth Science LLC Job No. 3129JS097 This geotechnical engineering report includes a description of the project, a discussion of the field exploration and laboratory testing programs, a discussion of the subsurface conditions, and design recommendations as required to satisfy the purpose previously described. es pbbart Assoc Uma ` CPN 4.0 SITE CONDITIONS 4.1 Surface G�OngD�`5\ The project site was occupied by an abandoned one-story, wood -frame residence and a small, wood -frame shed. The site was generally vegetated with grass, weeds, and occasional mature trees. The site generally slopes down towards the north and west at least 5 feet. A drainage ditch extends along the north and west property lines. 4.2 Subsurface The borings typically encountered very stiff to hard fat clay with variable sand content, and medium dense to dense clay sand to the boring termination depths. 4.3 Groundwater Groundwater was encountered in Borings B-2, B-3, and B-4 at depths of about 18 to 19 feet during drilling. Groundwater was not encountered in the other borings during drilling. The level of the groundwater table will fluctuate seasonally with variations in the amount of precipitation, evaporation, and surface water runoff. The observations made during this investigation must be interpreted carefully because they are short-term and do not constitute a groundwater study. 5.0 GEOTECHNICAL PROPERTIES & ANALYSIS Swell tests were performed to evaluate the swell potential of the clay. The test results indicated swell values ranging between 7.9 and 15.6 percent when the samples were placed under a load of 100 pounds per square foot and inundated with water. These test results indicate that the clay has a high potential for shrink/swell with variations in its water content. 3 Earth Science LLC Job No. 3129JS097 6.0 RECOMMENDATIONS 6.1 General The recommendations contained in this report are based on our understanding of the proj@d °�a criteria described in Section 2.0, Project Description, and the assumption that the subs4a t PN conditions are those disclosed by the test borings. Others may change the plans, fin elevations, number and type of structures, foundation loads, and floor levels during desig'0�l \oc construction. Substantially different subsurface conditions from those described herein mating be encountered or become known. Any changes in the project criteria or subsurface conditions shall be brought to our attention in writing. 6.2 Design Considerations The borings indicate that the project site is underlain by highly expansive clay, which will experience volume change with variations in its water content. Structures and related improvements situated within the clay will experience large movements if the moisture content of the clay increases. These movements are expected to cause distress to structures supported within the active zone of the clay deposits. However, if the owner is willing to accept the risk of foundation and floor slab movement, the building can be supported by spread footings with a slab -on -grade floor supported by moisture -conditioned clay. The expected movement can cause cracking of interior sheetrock, racking of doors and windows, and unlevel floors. The performance of the foundation/floor slab system will also depend upon the quality of construction and the drainage around the structure. If the risk of excessive movement and associated building distress is not acceptable, it is recommended that a drilled shafts in conjunction with a structural suspended floor be used for support. The performance of spread footings and a slab -on -grade floor will be highly dependent upon proper drainage during and following construction. Ponding water, waterline leaks, and other sources of water near the structure can result in an increase in the predicted movements. Conversely, the moisture content in the foundation/floor slab subgrade must be maintained during dry weather to prevent excessive drying, which can also result in a greater amount of movement than predicted. Even with a properly designed and constructed foundation/floor slab system, foundation/floor slab movements can cause distress to the structure, such as cracks in sheetrock, racking of doors and windows, and unlevel floors. 4 is Earth Science LLC Job No. 3129JS097 6.3 Foundations The proposed building can be supported by spread footings provided that the owner is willing to accept the risk foundation movement due to shrink/swell of the expansive clays. gsse The entire building area should be overexcavated to a minimum depth of 10 feet below OP proposed final grade. The overexcavation should then be backfilled with the on-site COW' placed and compacted in accordance with the recommendations presented in Section 7.N J OQ Foundation subgrade preparation is discussed in greater detail in the Earthwork section f \oc this report. wing Foundations can be designed for a maximum net allowable bearing capacity of up to 2,500 pounds per square foot (psf). The allowable bearing capacity applies to dead load plus design live load conditions. The allowable bearing capacity includes a factor of safety of at least 3.0. Resistance to lateral loads will be provided by the passive earth pressure acting against the footings and the frictional resistance acting along the base of the footings. An ultimate passive earth pressure resistance of 280 pounds per square foot per foot (psf/ft) is recommended for design. A coefficient of sliding resistance of 0.35 is recommended for design. The lateral load resistance should incorporate a factor of safety of at least 1.5. The foundations should bear a minimum of 36 inches below the final adjacent site grade for frost considerations. Strip footings should have a minimum width of 16 inches and isolated column pad foundations should have a minimum dimension of 24 inches. The strip footings should be designed a rigid grade beams containing both top and bottom reinforcement in order to reduce the potential for distress due to anticipated foundation movement. It is estimated that the total post -construction movement of foundations supported as recommended herein will be on the order of 1 inch. It is estimated that the differential movement between comparably sized and loaded foundations could equal the total foundation movement. Additional foundation movement can occur if water from any source infiltrates the foundation subgrade. Therefore, it is essential that proper drainage be provided in the final design and during construction. All footings, stem walls, and masonry walls should be reinforced to reduce the potential for distress caused by differential foundation movement. The use of joints at openings and other discontinuities in masonry walls is recommended. Joints should also be closely spaced along the length of masonry site retaining walls and screen walls to accommodate minor differential foundation movement. 5 Earth Science LLC Job No. 3129JS097 We recommend that the geotechnical engineer or a representative of the engineer observe the footing overexcavations before backfilling operations. This observation is to assess whether the exposed bearing stratum is similar to that anticipated for indirect support of the footings. Any loose, soft, or disturbed material should be undercut to a suitable bearing ys Pb.,,gsso subgrade. 6.4 Slab -on -Grade Support `AAA The floor slab can be designed as a slab -on -grade provided the owner is willing to accept the/ng risk of floor slab movement. If the risk of floor slab movement and associated distress is not acceptable, a structural floor slab suspended above the subgrade should be used. It is assumed that the owner will elect to use a slab -on -grade floor. With this alternative the floor slab base course should be underlain by a minimum of 10 feet of moisture -conditioned engineered fill in order reduce floor slab movement to approximately 1 inch. This amount of movement can results in uneven floors, cracks in drywall, and wracking of doors and windows. The floor slab subgrade should be prepared in accordance with the procedures outlined in the Earthwork section of this report. The floor slab should not be structurally connected to the foundation stem walls. Expansion joints should be provided in areas where the slab will abut the stem walls or any other fixed elements in order to allow up and down movement of the slab with seasonal variations in the moisture content of the expansive deposits underlying the slab. A minimum four -inch -thick layer of drainage aggregate (base course) should be provided beneath at -grade floor slabs to prevent the capillary rise of water beneath the slab and a damp slab. The drainage aggregate should consist of sand, sand -gravel, crushed stone, or a combination of these materials. The granular fill should have a maximum particle diameter of no more than one-half the granular fill thickness and should contain no more than 5 percent passing the No. 200 sieve. In addition, the granular fill should have a maximum plasticity index of 6. The use of vapor retarders is desirable for any slab -on -grade where the floor will be covered by products using water-based adhesives, wood, vinyl -backed carpet, impermeable floor coatings (urethane, epoxy, acrylic terrazzo, etc.). When used, the design and installation should be in accordance with the recommendations presented in ACI 302.1R and 302.2R. Final determination on the use of a vapor retarder should be left to the slab designer. All concrete placement and curing operations should follow the American Concrete Institute manual recommendations. Improper curing techniques and/or high slump (high water - 6 is Earth Science LLC Job No. 3129JS097 6.5 cement ratio) could cause excessive shrinkage, cracking, or curling of the floor slab. Concrete slabs should be allowed to cure adequately before placing vinyl or other moisture - sensitive floor covering. ¢ Seismic Considerations 10 s PSA% odPN Seismic structural design criteria is provided below. • Design Code Reference: ASCE7-16 • Site Soil Classification: Site Class D* Ss = 0.226 g SMS = 0.362 g S1=0.060g SM1=0.145g SDS =0.241g SM=0.096g * The site class was based on the conditions exposed in our shallow exploratory soil borings and our knowledge of the soil conditions in the site vicinity. The soil characteristics extending beyond the depth of our borings were assumed for the purposes of providing this site classification. Drainage Properly functioning foundations and floor slabs require appropriately constructed and maintained site drainage conditions. Therefore, it is extremely important that positive drainage be provided during construction and maintained throughout the life of the structure. It is also important that proper planning and control of landscape and irrigation be performed. The building should be provided with downspouts extensions to direct water away from the structure. The downspouts should discharge into drainage swales or into the storm sewer system. In areas where sidewalks, patios, or driveways do not immediately adjoin the structure, the ground surface adjacent to the building should slope down at a grade of about five percent for a distance of at least 10 feet from the perimeter walls. Planters or other surface features that could retain water adjacent to the building should be avoided. If planters and/or landscaping are adjacent to or near the structure, we recommend the following: • Grades should slope away from the building. • Planters should slope away from the building and should not pond water. Drains should be installed in enclosed planters to facilitate flow out of the planters. 7 Earth Science LLC Job No. 3129JS097 • Only shallow -rooted landscaping should be used. • Watering should be kept to a minimum. Irrigation systems should be situated on the far side of any planting and away from the building to reduce the potential for infiltration beneath foundations from possible leaks. esPoeonasse raT CyP • A minimum of 36 inches should be maintained between the building foundationspan " shallow -rooted plants. In like manner, for deeper -rooted plants a minimum of 72 inch should be maintained between the building foundations and the plants. These dee r- oc rooted plants should still have a low moisture requirement. cIng Ovo • Trees should be planted no closer than a distance equal to one-half their mature height or fifteen feet, whichever is greater, from the building. It should be understood that these recommendations will help reduce the potential for soil movement and resulting distress, but will not eliminate this potential. 6.7 Pavement It was assumed that the pavement would be subject to passenger vehicles and small- to large -size delivery trucks. On this basis, a daily traffic value of 10 Equivalent 18 -kip Single Axle Loads (ESAL) was assumed for the pavement design. It was assumed that this traffic volume is an average for the life of the pavement and that it includes any anticipated traffic growth. A revision of the recommended pavement sections may be necessary if the expected traffic loading conditions are different than assumed. An evaluation of the type and volume of traffic that each portion of the parking lot will experience should be conducted to determine if the pavement sections presented herein are appropriate. Recommended Portland cement concrete pavement sections for the pavement are presented in the following table Traffic Area Portland Cement Concrete Pavement (inches) Light Duty 5.0 Access Drives 6.0 A minimum 7 -inch thick Portland cement concrete is recommended for the dumpster pad and the area in front of the dumpster pad. 8 Earth Science LLC Job No. 3129JS097 Base course is not required from a geotechnical point of view. However a thin layer of base course, up to 4 inches in thickness, may be desired for construction purposes. The concrete should have a minimum 28 -day compressive strength of 4,000 psi. Concrete s Pbba!t Asso quality will be important to produce the desired flexural strength and long-term durabili$�r. Assuming a nominal maximum aggregate size of 1 to 1-3/8 inches, the concrete PN recommended to have entrained air of 5 percent (+/- 1 percent) and a maximum wat cement ratio of 0.45. oc Proper joint placement and design is critical to pavement performance. Contraction joints should be placed at 15 feet on -center. The contraction joints should be saw cut as soon as possible after placement of the concrete but before shrinkage cracks occur. The concrete should be saw cut at least 3/8 -inch wide and 2 inches deep. Isolation joints should be placed where the pavement will abut the building, drainage in- lets, manholes, T- and unsymmetrical intersections, and anywhere differential settlement between the pavement and a structure may take place. The isolation joints should be 0.5 inch wide. All joints should be properly cleaned and sealed as soon as possible to avoid infiltration of water, small gravel, and other debris. Either cold -pour or hot -poured sealing material may be used. Backing should be provided to hold the isolation joint sealant in place. Manufacturers' instructions for mixing and installing the joint materials hold be followed. The pavement should be reinforced with No. 4 bars placed on chairs on approximately 24 - inches on -center in each direction. Curbs should extend around the pavement perimeter to reduce the potential for distress due to heavy wheel loads near the edge of the pavement and to provide channelized drainage. Recommended asphalt pavement sections are presented in the following table: Traffic Area Asphalt Concrete Pavement (inches) Base Course (inches) Light Duty 3.0 7.0 Access Drives 4.0 8.0 The "design life" of a pavement is defined as the expected life at the end of which reconstruction of the pavement will need to occur. Normal maintenance, including crack 9 Earth Science LLC Job No. 3129JS097 sealing, slurry sealing, and/or chip sealing, should be performed during the life of the pavement. Due to the high static loads imposed by parking trucks in loading and unloading areas and at eon p dumpster locations, we recommend a rigid pavement section for these areas. A minim` U PN seven-inch thick Portland cement concrete pavement is recommended. W Bituminous pavement should be constructed of dense -graded, central plant -mix, aspi%lt s�oc concrete. Base course, Portland cement, and asphalt concrete should conform to the City of -9 Wheat Ridge or the Colorado Department of Transportation Standard Specifications. Material and compaction requirements should conform to the recommendations presented in the Earthwork section of this report. The gradient of paved surfaces should ensure positive drainage. Water should not be allowed to pond in areas directly adjoining paved sections. 7.0 EARTHWORK 7.1 General The conclusions contained in this report are contingent upon compliance with recommendations presented in this section. Any excavating, trenching, or disturbance that occurs after completion of the earthwork must be backfilled, compacted, and tested in accordance with the recommendations contained herein. It is not reasonable to rely upon our conclusions and recommendations if any future unobserved and untested trenching, earthwork activities, or backfilling occurs. 7.2 Site Clearing Strip and remove any debris, foundations, floor slab, underground utilities, existing fill, vegetation, and other deleterious materials from the building and pavement areas. The building area is defined as the area within the building footprint plus five feet beyond the perimeter of the footprint. All exposed surfaces should be free of mounds and depressions that could prevent uniform compaction. 7.3 Building Pad Preparation The building pad should be overexcavated to a minimum depth of 10 feet below the proposed finish grade. The overexcavation should extend a lateral distance of at least 6 feet beyond the 10 is Earth Science LLC Job No. 3129JS097 outside edges of the building. Any soft, loose of unsuitable material at the base of the overexcavation should be removed. The overexcavation should then be backfilled to the design finish grade with engineered fill placed and compacted in accordance with the recommendations presented in Section 7.6. es Pbbott Asso T �a The building pad subgrade should be maintained at a water content at or above the opt' rn � PN water content prior to placement of the floor slab concrete. If the subgrade is allowed to dr prior to floor slab construction, the subgrade should be moisture -conditioned \oc recompacted in accordance with the recommendations presented in Section 7.6. Ging Q1��s 7.4 Pavement Suberade Preparation Following site clearing operations, the pavement subgrade should be cut as required to the design finish subgrade elevation. The subgrade should be scarified to a minimum depth of 8 inches and recompacted in accordance with the recommendations presented in Section 7.6. The pavement area can then be raised to the design finish grade with engineered fill. 7.5 Materials The on-site soil can be used as fill in the planned building and pavement areas. Imported fill soil should conform to the following: • Gradation (ASTM C136): 6" .................. 4" .................. 3 No. 4 Sieve.... No. 200 Sieve • Maximum expansive potential (%)* ..... • Maximum soluble sulfates (%) percent finer by weight ...............100 ..85-100 ..70-100 ..50-100 30 (max) .....1.0 ...0.10 * Measured on a sample compacted to approximately 95 percent of the ASTM D698 maximum dry density at about three percent below the optimum water content. The sample is confined under a 100 psf surcharge and submerged. Imported fill should be approved by WT prior to placement. Earth Science LLC Job No. 3129JS097 7.6 Placement and Compaction a. Place and compact fill in horizontal lifts, using equipment and procedures that will produce recommended water contents and densities throughout the lift. �mspbb*n A,%C. U�9 CPN C/J/a b. Uncompacted fill lifts should not exceed 10 inches. c. No fill should be placed over frozen ground nor should frozen fill or backfill be used. °�a d. Materials should be compacted to the following: • Fill in the building area.. • Fill in the pavement areas • Nonstructural fill ............. Percent Material Compaction (ASTM D698) ..........93 to 97 at least 95 .......... at least 90 Fill should be compacted within a water content range of +1 to +4 percent of the optimum water content. Swell tests should be performed on samples of the fill during earthwork operations to check that the swell potential of the fill is less than one percent. The swell tests should be performed on the compacted fill placed under a load of 100 psf and inundated with water. It may be necessary to adjust the amount of water added to the fill to meet this criteria. 7.7 Compliance Recommendations for foundation, slab -on -grade, and pavement elements supported on compacted fill or prepared subgrade depend upon compliance with the Earthwork recommendations. To assess compliance, observation and testing should be performed under the direction of the project geotechnical engineer. Please contact us to provide these observation and testing services. 8.0 PLAN REVIEW Foundation and grading plans were not available at the time of this report. WT should be retained to review the final plans to determine if they are consistent with the recommendations presented in this report. If the Client does not retain WT to review the plans and specifications, WT shall have no responsibility for the suitability of the plans for project application. 12 Earth Science LLC Job No. 3129JS097 9.0 ADDITIONAL SERVICES The recommendations provided in this report are based on the assumption that a sufficient Pbba!t qss schedule of tests and observations will be performed during construction to verify compliance. UA$� minimum, these tests and observations should be comprised of the following: CAJ'A • Observations and testing during site preparation and earthwork; G�dn9 O`�5 • Observation of foundation excavations; and • Consultation as may be required during construction. Retaining the geotechnical engineer who developed your report to provide construction observation is the best way to verify compliance, and to help you manage the risks associated with unanticipated conditions. 10.0 LIMITATIONS This report has been prepared assuming the project criteria described in Section 2.0. If changes in the project criteria occur, or if different subsurface conditions are encountered or become known, the conclusions and recommendations presented herein shall become invalid. In any such event, contact WT to assess the effect that such variations may have on our conclusions and recommendations. If WT is not retained for the construction observation and testing services to determine compliance with this report, our professional responsibility is accordingly limited. The recommendations presented are based entirely upon data derived from a limited number of samples obtained from widely spaced borings. The attached logs are indicators of subsurface conditions only at the specific locations and times noted. This report assumes the uniformity of the geology and soil structure between borings, however variations can and often do exist. Whenever any deviation, difference or change is encountered or becomes known, WT should be contacted. This report is for the exclusive benefit of our client alone. There are no intended third -party beneficiaries of our contract with the client or this report, and nothing contained in the contract or this report shall create any express or implied contractual or any other relationship with, or claim or cause of action for, any third party against WT. This report is valid until the earlier of one year from the date of issuance, a change in circumstances, or discovered variations. After expiration, no person or entity shall have any right to rely on this report without the express written authorization of WT. 13 Earth Science LLC Job No. 3129JS097 11.0 CLOSURE We prepared this report as an aid to the designers of the proposed project. The commends e�aPN statements, recommendations and conclusions set forth in this report reflect the opinions of th authors. These opinions are based upon data obtained at the location of the borings, and frorr./" laboratory tests. Work on your project was performed in accordance with generally accepVd oc standards and practices utilized by professionals providing similar services in this locality. g warranty, express or implied, is made 14 Ave a P W.41 sl Ave yr 4151 Ave Red Rocks'Endodontics i : �:• . :� T ' I n Denver Bible CI - ID AL �' ti r i t Wheat Ridge City Office Center 9c' ,,.+!1f• �139th'Ave'- _ ,N E Mi • le I ' f Large_ ar s, _ Philly Cheesesteaks t .. � ISr cp• 7 Al ITS arAsslstea. memory.Starbucksy y 1 Appleridge Cafe: 11 rr MN yYee Venus Elowers Online Mone. " M! � w �• '• W 37th P1 Google . T Approximate Boring Location Geotechnical Western PROJECT: CHRISTIAN BROTHERS AUTOMOTIVE Environmental® Technologies Inc. JOB NO.: 3129JS097 Inspections The Quality People PLATE: 2 Materials Since 1955 wt-us.com BORING LOCATION DIAGRAM WT v1.0P, 111714 Allowable Soil Bearing Capacity The recommended maximum contact stress developed at the interface of the Scarify foundation element and the supporting material. Backfill A specified material placed and compacted in a confined area. Base Course A layer of specified aggregate material placed on a subgrade or subbase. Base Course Grade Top of base course. Bench A horizontal surface in a sloped deposit. sPbWtA, Caisson/Drilled Shaft A concrete foundation element cast in a circular excavation which may haveln enlarged base (or belled caisson). CA Concrete Slabs -On -Grade A concrete surface layer cast directly a Pon base cou rse, subbase or subgrade. eGx/ryin9 Crushed Rock Base Course A base course composed of crushed rock of a specified gradation. D`. Differential Settlement Unequal settlement between or within foundation elements of a structure. Engineered Fill Specified soil or aggregate material placed and compacted to specified density and/or moisture conditions under observations of a representative of a soil engineer. Existing Fill Materials deposited through the action of man prior to exploration of the site. Existing Grade The ground surface at the time offield exploration. Expansive Potential The potential of a soil to expand (increase in volume) due to absorption of moisture. Fill Materials deposited by the actions of man. Finished Grade The final grade created as a part of the project. Gravel Base Course A base course composed of naturally occurring gravel with a specified gradation. Heave Upward movement. Native Grade The naturally occurring ground surface. Native Soil Naturally occurring on-site soil. Rock A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Usually requires drilling, wedging, blasting or other methods of extraordinary force for excavation. Sand and Gravel Base Course A base course of sand and gravel of a specified gradation Sand Base Course A base course composed primarily of sand of a specified gradation. Scarify To mechanically loosen soil or break down existing soil structure. Settlement Downward movement. Soil Any unconsolidated material composed of discrete solid particles, derived from the physical and/or chemical disintegration ofvegetable or mineral matter, which can be separated by gentle mechanical means such as agitation in water. Strip To remove from present location. Subbase A layer ofspecified material placed toform a layer betweenthe subgrade and base course. Subbase Grade Top of subbase. Subgrade Prepared native soil surface. Geotechnical Western PLATE Environmental Technologies Inc. Inspections The QualityPeaple DEFINITION OF TERMINOLOGY A-1 Materials Since 1955 wt-us.cam O=81 Wil oIN10 The number shown in "BORING NO." refers to the approximate location ofthe same number indicated on the "Boring Location Diagram" as positioned in the field by pacing or measure me or from property lines and/or existing features, or through the use of Global Positioning System (GPS) devices. The accuracy of GPS devices is somewhat variable. "DRILLING TYPE" refers to the exploratory equipment used in the boring wherein HSA =hollow stem auger, and the dimension presented is the outside diameter oft he HSA used. "N" in "BLOW COUNTS' refers to a 2 -inch outside diameter split -barrel sampler driven into the ground with a 140 p hammer dropped 30 inches repeatedly until a penetration of 18 inches is achieved or until refusal. The number of blow count', of the hammer is recorded for each of three 6 -inch increments totaling 18 inches. The number of blows r advancing the sampler for the last 12 inches (2otl and 3`6 increments) is defined as the Standard Penetration Test (SPT) Refusal to penetration is considered more than 50 blows per 6 inches. (Ref.ASTM D1586). "R"in"BLOW COUNTS" refers to a 3 -inch outside di ameter ring -lined split barrel sampler driven into the ground with a l4$' ounQ drop -hammer dropped 30 inches repeatedly until a penetration of 12 inch is achieved or until refusal. The number om required to advance the sampler 12 inches is defined asthe "R` blow count. The "R` blow count requires an engineered conversion to an equivalent SPT N -Value. Refusal to penetration is considered more than 50 blows perfoot. (Ref. ASTM D3550). "CS" in "BLOWS/FT." refers to a 2% -in. outside diameter California style split -barrel sampler, lined with brass sleeves, driven into the ground with a 140 -pound hammer dropped 30 inches repeatedly until a penetration of 18 inches is achieved or until refusal. The number of blows ofthe hammer is recorded foreach ofthe three 6 -inch increments totaling 18 inches.The numberof blows required for advancing the samplerfor the last 12 inches (2otl and 3r, increments) is defined as the "CS` blow count. The "CS` blow count requires an engineered conversion to an equivalent SPT N -Value. Refusal to penetration is considered more than 50 blows fora 6 -inch increment. (Ref. ASTM D 3550) 'SAMPLE TYPE' refers to the form of sample recovery, in which N = Split -barrel sample, R = Ring -lined sample, "CS" = California style split -barrel sample, G = Grab sample, B = Bucket sample, C= Core sample (ex. diamond bit rock coring). "DRV DENSITY (LBS/CU I refers to the laboratory -determined dry density in pounds per cubic foot. The symbol "I indicates that no sample was recovered. "WATER (MOISTURE) CONTENT" (% of Dry Wt.) refers to the laboratory -determined water content in percent using the standard test method ASTM D2216. "USCS" refers tothe "Unified Soil Classification System" Group Symbol forthe soil Type as defined by ASTM D2487 and D2488. The soils were classified visually in the field, and where appropriate, classifications were modified by visual examination of samples in the laboratory and/or by appropriate tests. These notes and boring logs are intended for use in conjunction with the purposes of our services defined in the text. Boring log data should not be construed as part of the construction plans nor as defining construction conditions. Boring logs depict our interpretations of subsurface conditions at the locations and on the date(s) noted. Variations in subsurface conditions and characteristics may occur between borings. Groundwater levels mayfluctuate due to seasonal variations and other factors. The stratification lines shown on the boring logs represent our interpretation ofthe approximate boundary between soil or rock types based upon visual field classification at the boring location. The transition between materials is approximate and may be more or less gradual than indicated. Geotechnical Western PLATE Environmental Technologies Inc. Inspections The QualityPeople BORING LOG NOTES A_3 Materials Since 1955 wt-us.cum 091614 BORING NUMBER B-1 L�0 Western Technologies PAGE 1 OF 1 CLIENT Earth Science LLC PROJECT NAME Proposed Christian Brothers Automotive PROJECT NUMBER 3129JS097 PROJECT LOCATION Wheat Ridge Colorado DATE STARTED 12/10/19 COMPLETED 12/10/19 GROUND ELEVATION HOLE SIZE 4" DRILLING CONTRACTOR Dakota Drilling GROUND WATER LEVELS: DRILLINGMETHOD Solid -Stem Auger AT TIME OF DRILLING ---Dry �e— LOGGED BY R. Southworth CHECKED BY J. Boyd AT END OF DRILLING --- Dry NOTES AFTER DRILLING --- ATTEWB RGBERGG w LI S w�6 g ~ U of w m > w Uw O z a it= z ac a 0 MATERIAL DESCRIPTION �� > a Op¢ w... z o. F Uw o U F� tiT C Uo p� �� a� O� m0> i"' �� �� Ug �C' U =' C7 Qz w Uz O of 20 :J QJ Qz w Co of a p U d Z 0 a LL (CH) SANDY FAT CLAY; brawn to dark brown, very stiff, moist GB 16 55 SS 6-9-9 18) (SC) CLAYEY SAND; brawn, medium dense, moist 5 115 14 41 SS 8-9-13 (22) USS 4 18-25-34 59) 10 114 9 37 USS 7-7-8 (15) ) changing to brown and yellow -brawn 15 17 32 USS 8-10-15 (25) ) changing to very dense 20 SS 22-55-50 12 16 105) (105) Bottom of borehole at 21.5 feet. BORING NUMBER B-2 L�0 Western Technologies PAGE 1 OF 1 CLIENT Earth Science LLC PROJECT NAME Proposed Christian Brothers Automotive PROJECT NUMBER 3129JS097 PROJECT LOCATION Wheat Ridge Colorado DATE STARTED 12/10/19 COMPLETED 12/10/19 GROUND ELEVATION HOLE SIZE 4" DRILLING CONTRACTOR Dakota Drilling GROUND WATER LEVELS: DRILLING METHOD Solid -Stem Auger AT TIME OF DRILLING --- 18 feet �e— LOGGED BY R. Southworth CHECKED BY J. Boyd AT END OF DRILLING --- Dry NOTES AFTER DRILLING --- ATTEWB RGBERGG > w LI S g ~ U of w m > w Ow 0 z a z vl� ac a 0 MATERIAL DESCRIPTION �� > a � w... z a F Ow o U tiT C Uo wpm of aD O- m0> i"' �� �� OJ U) Og �� O" C7 Qz w Uz O o' 2O QJ Qz w U) of a p U 0_ z 0 a LL (SC) CLAYEY SAND; brawn, dense, most GB 116 7 42 SS 18-30-30 60) (CH) SANDY FAT CLAY; brawn, hard, most 5 ESS 15-17-22 119 12 8 58 39) (CH) FAT CLAY; brown to dark brawn, hard, moist ESS 17-30-50 0 109 18 67 27 40 90 80) 10 91 36 58 25 33 9 89 ESS 15-30-38 68) (CH) SANDY FAT CLAY; yellow -brawn and gray -brawn, hard, most 15 ESS 15-25-30 16 53 3 55) (CH) FAT CLAY; with sand, yellow-brown and gray mottled, stiff, very most 20 SS 10-7-8 86 40 8 88 15) Bottom of borehole at 21.5 feet. BORING NUMBER B-3 L�0 Western Technclogies PAGE 1 OF 1 CLIENT Earth Science LLC PROJECT NAME Proposed Christian Brcthers Automaive PROJECT NUMBER 3129JS097 PROJECT LOCATION Wheat Ridge Cclorado DATE STARTED 12/10/19 COMPLETED 12/10/19 GROUND ELEVATION HOLE SIZE 4" DRILLING CONTRACTOR Dakcta Drilling GROUND WATER LEVELS: DRILLING METHOD Solid -Stem Auger AT TIME OF DRILLING --- 18 feet �e— LOGGED BY R. Southworth CHECKED BY J. Boyd AT END OF DRILLING --- Dry NOTES AFTER DRILLING --- ATTEWB RGBERGG >m w LI S U > U) a �= vl� ~ w m w a O z z F z U g ac a 0 MATERIAL DESCRIPTION �� > � w... n Ow o tiT C Uo wpm m� o_D O- m0> `1" �� �� U) Og Fp C7 Qz w Uz O m 2O OJ QJ Qz O� w U) m m p U 0_ z 0 a LL (CL) SANDY LEAN CLAY; gray -brown, hard, mast IN GB g 43 20 23 58 SS 19-25-30 55) (CH) FAT CLAY; dark gray -brown, hard, mast 5 ESS 20-25-27 7 106 18 90 52) 105 18 9 89 SS 15-26- 50/5" 10 107 19 85 ESS 18-24-39 9 63) (SC) CLAYEY SAND; gray-bramn, dense, very mast 15 15 43 ESS 20-20-24 (44) ) wet 20 SS 9-8-11 25 39 19) Bcttom of borehae at 21.5 feet. BORING NUMBER B-4 L�0 Western Technologies PAGE 1 OF 1 CLIENT Earth Science LLC PROJECT NAME Proposed Christian Brothers Automotive PROJECT NUMBER 3129JS097 PROJECT LOCATION Wheat Ridge Colorado DATE STARTED 12/10/19 COMPLETED 12/10/19 GROUND ELEVATION HOLE SIZE 4" DRILLING CONTRACTOR Dakota Drilling GROUND WATER LEVELS: DRILLING METHOD Solid -Stem Auger AT TIME OF DRILLING --- 19 Feet �e— LOGGED BY R. Southworth CHECKED BY J. Boyd AT END OF DRILLING --- Dry NOTES AFTER DRILLING --- ATTEWB RGBERGG > w LI S U of > Ow a vl� ~ w m w a 0 z z F z U g ac a 0 MATERIAL DESCRIPTION �� > � w... n Ow o tiT C Uo wpm of aD O- m0> i"' �� �� U) Og �� C7 Qz w Uz O o' 2O OJ QJ Qz O" w U) of a C) U 0_ z 0 a LL (CH) FAT CLAY; with sand, dark gray -brawn, hard, moist GB 107 11 73 SS 15-15-20 35) 5 ES 19-25-32 106 18 90 57) 107 18 88 ESS 5 14-17-25 42) 10 105 21 84 ESS 2 9-10-12 22) changing to light gray -brown, very most 15 ESS 9-12-11 91 27 72 2 23) (CH) FAT CLAY; light gray -brown, stiff, very moist 20 SS 4-5-6 96 34 98 (11) Bottom of borehole at 21.5 feet. GB I I I I I 19 I 1 1 153 GB BORING NUMBER B-5 L�0 Western Technclogies PAGE 1 OF 1 CLIENT Earth Science LLC PROJECT NAME Proposed Christian Brcthers Automdive PROJECT NUMBER 3129JS097 PROJECT LOCATION Wheat Ridge Cclorado DATE STARTED 12/10/19 COMPLETED 12/10/19 GROUND ELEVATION HOLE SIZE 4" DRILLING CONTRACTOR Dakcta Drilling GROUND WATER LEVELS: DRILLINGMETHOD Solid -Stem Auger AT TIME OF DRILLING ---Dry �e— LOGGED BY R. Southworth CHECKED BY J. Boyd AT END OF DRILLING --- Dry NOTES AFTER DRILLING --- ATTE BERGBERGG >m w w= LI S w e U > rnw �z x0 �m wo �z� �c �c v 9 a 0 MATERIAL DESCRIPTION � g > 0 0DQ w � z a rj w cl U T Ca Wpm �J o_� Ow m0> i"' �� �� 0g �� (D Uz dJ QJ U) QZ wv _. O o' �O Qz w n U a cl GB I I I I I 19 I 1 1 153 GB GB I I I 1 125 I 1 1 173 GB BORING NUMBER B-6 L�0 Western Technclogies PAGE 1 OF 1 CLIENT Earth Science LLC PROJECT NAME Proposed Christian Brcthers Automdive PROJECT NUMBER 3129JS097 PROJECT LOCATION Wheat Ridge Cclorado DATE STARTED 12/10/19 COMPLETED 12/10/19 GROUND ELEVATION HOLE SIZE 4" DRILLING CONTRACTOR Dakcta Drilling GROUND WATER LEVELS: DRILLINGMETHOD Solid -Stem Auger AT TIME OF DRILLING ---Dry �e— LOGGED BY R. Southworth CHECKED BY J. Boyd AT END OF DRILLING --- Dry NOTES AFTER DRILLING --- ATTE BERGBERGG >m w w= LI S w e U > rnw �z x0 �m wo �z� �c �c v 9 a 0 MATERIAL DESCRIPTION � g > 0 0DQ w � z a rj w cl U T Ca Wpm �J o_� Ow m0> i"' �� �� 0g �� (D Uz dJ QJ U) QZ wv _. O o' �O Qz w n U a cl GB I I I 1 125 I 1 1 173 GB GB I I I 1 I 17 I 1 1 158 GB BORING NUMBER B-7 L�0 Western Technclogies PAGE 1 OF 1 CLIENT Earth Science LLC PROJECT NAME Proposed Christian Brcthers Automdive PROJECT NUMBER 3129JS097 PROJECT LOCATION Wheat Ridge Cclorado DATE STARTED 12/10/19 COMPLETED 12/10/19 GROUND ELEVATION HOLE SIZE 4" DRILLING CONTRACTOR Dakcta Drilling GROUND WATER LEVELS: DRILLINGMETHOD Solid -Stem Auger AT TIME OF DRILLING ---Dry �e— LOGGED BY R. Southworth CHECKED BY J. Boyd AT END OF DRILLING --- Dry NOTES AFTER DRILLING --- ATTE BERGBERGG >m w w= LI S w e U > rnw �z x0 �m wo �z� �c �c v 9 a 0 MATERIAL DESCRIPTION � g > 0 0DQ w � z a rj w cl U T Ca Wpm �J o_� Ow m0> i"' �� �� 0g �� (D Uz dJ QJ U) QZ wv _. O o' �O Qz w n U a cl GB I I I 1 I 17 I 1 1 158 GB GB I I I I I 19 I 1 1 161 GB BORING NUMBER B-8 L�0 Western Technclogies PAGE 1 OF 1 CLIENT Earth Science LLC PROJECT NAME Proposed Christian Brcthers Automdive PROJECT NUMBER 3129JS097 PROJECT LOCATION Wheat Ridge Cclorado DATE STARTED 12/10/19 COMPLETED 12/10/19 GROUND ELEVATION HOLE SIZE 4" DRILLING CONTRACTOR Dakcta Drilling GROUND WATER LEVELS: DRILLINGMETHOD Solid -Stem Auger AT TIME OF DRILLING ---Dry �e— LOGGED BY R. Southworth CHECKED BY J. Boyd AT END OF DRILLING --- Dry NOTES AFTER DRILLING --- ATTE BERGBERGG >m w w= LI S w e U > rnw �z x0 �m wo �z� �c �c v 9 a 0 MATERIAL DESCRIPTION � g > 0 0DQ w � z a rj w cl U T Ca Wpm �J o_� Ow m0> i"' �� �� 0g �� (D Uz dJ QJ U) QZ wv _. O o' �O Qz w n U a cl GB I I I I I 19 I 1 1 161 GB GB I I I 1 I 17 I 1 1 168 GB BORING NUMBER B-9 L�0 Western Technclogies PAGE 1 OF 1 CLIENT Earth Science LLC PROJECT NAME Proposed Christian Brcthers Automdive PROJECT NUMBER 3129JS097 PROJECT LOCATION Wheat Ridge Cclorado DATE STARTED 12/10/19 COMPLETED 12/10/19 GROUND ELEVATION HOLE SIZE 4" DRILLING CONTRACTOR Dakcta Drilling GROUND WATER LEVELS: DRILLINGMETHOD Solid -Stem Auger AT TIME OF DRILLING ---Dry �e— LOGGED BY R. Southworth CHECKED BY J. Boyd AT END OF DRILLING --- Dry NOTES AFTER DRILLING --- ATTE BERGBERGG >m w w= LI S w e U > rnw �z x0 �m wo �z� �c �c v 9 a 0 MATERIAL DESCRIPTION � g > 0 0DQ w � z a rj w cl U T Ca Wpm �J o_� Ow m0> i"' �� �� 0g �� (D Uz dJ QJ U) QZ wv _. O o' �O Qz w n U a cl GB I I I 1 I 17 I 1 1 168 GB GB I I I 1 122 I 1 1 172 GB BORING NUMBER B-10 L�0 Western Technclogies PAGE 1 OF 1 CLIENT Earth Science LLC PROJECT NAME Proposed Christian Brcthers Automdive PROJECT NUMBER 3129JS097 PROJECT LOCATION Wheat Ridge Cclorado DATE STARTED 12/10/19 COMPLETED 12/10/19 GROUND ELEVATION HOLE SIZE 4" DRILLING CONTRACTOR Dakcta Drilling GROUND WATER LEVELS: DRILLINGMETHOD Solid -Stem Auger AT TIME OF DRILLING ---Dry �e— LOGGED BY R. Southworth CHECKED BY J. Boyd AT END OF DRILLING --- Dry NOTES AFTER DRILLING --- ATTE BERGBERGG >m w w= LI S w e U > rnw �z x0 �m wo �z� �c �c v 9 a 0 MATERIAL DESCRIPTION � g > 0 0DQ w � z a rj w cl U T Ca Wpm �J o_� Ow m0> i"' �� �� 0g �� (D Uz dJ QJ U) QZ wv _. O o' �O Qz w n U a cl GB I I I 1 122 I 1 1 172 GB BORING NO. SAMPLE DEPTH (ft) SAMPLE CLASSIFICATION INITIAL WATER CONTENT (%) DRY DENSITY ,g (Pcf) ur SURCHARGE O D SF) IrL PERCENT SWELL B-2 2 - 3'/ CL 7.4 116 100 15.6 B-2 7 - 8'/ CL 18.1 109 wng 00— "B-2 100 7.9 B-3 5 - 6'/ CL 17.9 106 100 13.7 B-4 2 - 3'/ CL 11.3 107 100 13.5 B-4 7 - 8'/ CL 18.3 107 100 13.0 B-4 10 - 11'/ CL 20.5 105 100 8.2 Geotechnical Western EnvironmentalTechnologies Inc. Inspections The Quality People Materials Since 1955 wt-us.com WT v1.0L, 111714 PROJECT: CHRISTIAN BROTHERS AUTOMOTIVE JOB NO.: 3129JS097 PLATE: SWELL TEST RESULTS B-1 CASE Engineering Inc. 796 Merus Ct St. Louis, MO 63026 OFFICE: 636-349-1600 FAX: 636-349-1730 Website: www.caseenaineerinainc.com Structural Calculations Pbbott pSso /111s , i CAA Client: . Icon Architects, Inc. Project: Christian Brothers Automotive Kipling Street & W. 38th Avenue Wheat Ridge, CO 80033 Project # ICA -CO -05-20 Date: October 28, 2020 10/28/20 City of QUICK CODES % Wheat i e COMMUNITY DEVELOPMENT The Building Division is Currently operating under the following codes: 2018 International Building Code 2018 International Property Maintenance Code 20181nlernational Residential Code 20181ntemabonal Energy Conservation Code 2018 International Mechanical Code 2018 International Fire Code 2018 International Plumbing Code with CO Slate Amendments 2018 International Etisling Building Code 2018 International Fuel Gas Code with CO Slate Amendments 2018 International Swimming Pool and Spa Code 2020 National Electrical Code NFPA 99 Standards for Health Care Facilities, 2015 Edition Uniform Code for the Abatement of Dangerous Buildings, 1997 Edition ICC Al 17.1-2009 Accessible and Usable Buildings and Facilities Attie Access: 22"X 30" Crawl Space Access: 18" X 24" Drywall: Screws:l2"on ceilings Nails: 7"onceilings 16" on walls framed 16" on center 8" on walls 12" on walls framed 24" on center Frost Level: 36" below grade "wt.. Snow Load: 30 Lbs. Sq. Ft., 30 Lbs. Drift Wind Load: Vult = 135 mph Vasd =105 mph, R-49 ceilings Window: .30 Ll -factor G��o,.n� o Insulation: R-20 or 13+5 walls R-15119crewlspaces Minimum Space Heating System — Replacemente: Gas Furnaces 80%AFUE (sized Manual S) Gas Boilers 80%AFUE New Construction: Gas Furnaces 80% AFUE Gas Boilers 80% AFUE Duets: Attics R-8 for ducts 3 inches and larger, R-6 for ducts smaller than 3 inches Water Heaters: High & Low combustion air horizontal ducting is required at a rete of 1 sq. in. per 2000 BTUs Are Fault: ARC Fault required on all outlets per 2020 NEC AttidCrawl Space Venting: 1 Sq. Ft. of vent per 150 Sq. Ft of space vented Vapor Barrier: Required under all slabs under habitable space Ring: Ioe and Water shield two (2) feet in from exterior wall (eaves); 6 nails per shingle required; 2layers allowed, must tear off all layers if doing any tear -off. See Policy BDA 0-002 for additional requirements. Flet Work: Minimum 4" depth for all residential work Foundation Standards: Engineered design and inspection required by engineer of record and city building inspector. Windows: All new windows shall most egress except windows in existing basement bedrooms. (5.7 Sq. R. of openable space). Window height from floor to openable area on window max height is 44". All existing windows shall comply with Policy BD -10-003. Rev. 062020 10/27/2020 Hazards by Location Search Information ATC Hazards by Location Address: Kipling St & W 38th Ave, Wheat Ridge, CO 80033, 0.20 USA Arapaho and 0.00 Roosevelt 0.0 1.0 National Coordinates: 39.7693326, -105.1096553 Forests Elevation: 5397 ft h. Timestamp: 2020-10-27T22:31:16.736Z Keystone 0.144 SDS Breckenridge Hazard Type: Seismic ° Go l Reference ASCE7-16' Document: Risk Category: II Site Class: D MCER Horizontal Response Spectrum Sa(g) 0.30 0.20 0.10 0.00 0.0 1.0 Basic Parameters Name Value SS 0.226 S1 0.06 SMS 0.362 SM1 0.144 SDS 0.241 SD1 0.096 2.0 3.0 4.0 5.0 Period (s) Additional Information Boulder o ss 5397 ft Teenver Lakewoodo Aurora 2ss Centennial 0 Map data ©2020 Google Design Horizontal Response Spectrum Saw 0.20 0.15 0.10 0.05 0.00 0.0 Description MCER ground motion (period=0.2s) MCER ground motion (period=11.0s) Site -modified spectral acceleration value Site -modified spectral acceleration value Numeric seismic design value at 0.2s SA Numeric seismic design value at 1.0s SA r PAA 'ng DO 1.0 2.0 3.0 4.0 5.0 Period (s) Name Value Description SDC B Seismic design category Fa 1.6 Site amplification factor at 0.2s FV 2.4 Site amplification factor at 1.0s https:Hhazards.atcouncii.org/#/seismic?lat=39.7693326&Ing=-105.1096553&address=Kipling St %26 W 38th Ave%2C Wheat Ridge%2C CO 80033%... 1/2 10/27/2020 ATC Hazards by Location CRS 0.95 Coefficient of risk (0.2s) CR1 0.926 Coefficient of risk (1.0s) PGA 0.126 MCFG peak ground acceleration FPGA 1.548 Site amplification factor at PGA PGAM 0.195 Site modified peak ground acceleration TL 4 Long -period transition period (s) SSRT 0.226 Probabilistic risk -targeted ground motion (0.2s) SsUH 0.238 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1RT 0.06 Probabilistic risk -targeted ground motion (1.0s) S1 UH 0.065 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) S1 D 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.5 Factored deterministic acceleration value (PGA) s p'Wt ps0 �e °g CAA The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the*ilding cede adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before pro nq [jkt-`0 design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https:/(hazards.atoouncii.orgHNseismic?lat=39.7693326&Ing=105.1096553&address=Kipling St %26 W 38th Ave%2C Wheat Ridge%2C CO 80033%... 212 Case Engineering JOB TITLE Christian Brothers Automotive - Office 796 Merus Ct. Wheat Ridge, CO 80033 St. Louis, MO JOB NO. ICA -CO -05-20 SHEET NO. 636-349-1600 CALCULATED By EAD DATE 10/27/20 CHECKED By EAD DATE vv,Aw struware.com Code Search Code: International Building Code 2018 Occupancy: Occupancy Group = B Business Risk Category & Importance Factors: Risk Category = II Wind factor = 1.00 Snow factor= 1.00 Seismic factor = 1.00 Type of Construction: Fire Rating: Roof = 0.0 hr Floor = 0.0 hr Building Geometry Roof angle (B) 6.00/12 26.6 deg Building length (L) 34.0 ft Least width (B) 33.3 ft Mean Roof Ht (h) 18.1 ft Parapet ht above grd 0.0 ft Minimum parapet ht 0.0 ft Live Loads: Roof 0 to 200 sf: 18 psf 200 to 600 sf: 21.6 - 0.018Area, but not less than 12 psf over 600 sf: 12 psf Floor: Typical Floor 40 psf Partitions 15 psf Lobbies & first floor corridors 100 psf sPbb°R pg� �e °g CAA a`ng 501 y\o� Case Engineering JOB TITLE Christian Brothers Automotive - Shop 796 Merus Ct. Wheat Ridge, CO 80033 St. Louis, MO JOB NO. ICA -CO -05-20 SHEET NO. 636-349-1600 CALCULATED By EAD DATE 10/27/20 CHECKED By EAD DATE vv,Aw struware.com Code Search Code: International Building Code 2018 Occupancy: Occupancy Group = B Business Risk Category & Importance Factors: Risk Category = II Wind factor = 1.00 Snow factor= 1.00 Seismic factor = 1.00 Type of Construction: Fire Rating: Roof = 0.0 hr Floor = 0.0 hr Building Geometry Roof angle (B) 6.00/12 26.6 deg Building length (L) 129.3 ft Least width (B) 32.3 ft Mean Roof Ht (h) 26.2 ft Parapet ht above grd 0.0 ft Minimum parapet ht 0.0 ft Live Loads: Roof 0 to 200 sf: 18 psf 200 to 600 sf: 21.6 - 0.018Area, but not less than 12 psf over 600 sf: 12 psf Floor: Typical Floor 40 psf Partitions 15 psf Lobbies & first floor corridors 100 psf sPbb°R pg� �e °g CAA a`ng 501 y\o� Case Engineering 796 Merus Ct. St. Louis, MO 636-349-1600 Wind Loads: ASCE 7-16 Ultimate Wind Speed 135 mph Nominal Wind Speed 104.6 mph Risk Category II Exposure Category C Enclosure Classif. Partially Enclosed Internal pressure +/-0.55 Directionality (Kd) 0.85 Kh case 1 0.883 Kh case 2 0.883 Type of roof Gable JOB TITLE Christian Brothers Automotive - Office Wheat Ridge, CO 80033 JOB NO. ICA -CO -05-20 SHEET NO. CALCULATED BY EAD DATE 10/27/20 CHECKED BY EAD DATE Topographic Factor (Kzt) 0.20 Topography Flat Hill Height (H) 0.0 ft H< 15ft,exp C Half Hill Length (Lh) 0.0 ft Kzt=1.0 Actual H/Lh = 0.00 Use H/Lh = 0.00 Modified Lh = 0.0 ft From top of crest: x = 0.0 ft Bldg up/down wind? downwind H/Lh= 0.00 K, = 0.000 x/Lh = 0.00 KZ = 0.000 z/Lh = 0.00 K3 = 1.000 At Mean Roof Ht: 0.000 Kzt = (1+KlK2K3)A2 = 1.00 Gust Effect Factor I = 18.1 ft B = 33.3 ft /z (0.6h) = 15.0 ft Riaid Structure e = 0.20 f = 500 ft Zmin = 15 ft C = 0.20 go, 9v = 3.4 Li = 427.1 ft O = 0.93 lz = 0.23 G = 0.89 use G = 0.85 ESCARPMENT ��;�o/ng 0,J15�o� V(Z) Z Speed-up V(Z) x(upwind) = x(downwind) �- H/2 I H Lh H/2 2D RIDGE or 3D AXISYMMETRICAL HILL Flexible structure if natural frequency < 1 Hz (T> 1 second). If building h/B>4 then may be flexible and should be investigated. h/B = 0.54 Rigid structure (low rise bldg) G = 0.85 Using rigid structure default Flexible or Dvnamically Sensitive Structure 34 ICY (r)l) = 0.0 Hz Damping ratio (3) = 0 /b = 0.65 /a = 0.15 Vz = 114.0 N1 = 0.00 Kn = 0.000 Rh = 28.282 ) = 0.000 RB = 28.282 ) = 0.000 RL = 28.282 ) = 0.000 9R = 0.000 R = 0.000 Gf = 0.000 I = 18.1 ft Case Engineering 796 Merus Ct. St. Louis, MO 636-349-1600 JOB TITLE Christian Brothers Automotive -Office Wheat Ridge, CO 80033 JOB NO. ICA -CO -05-20 SHEET NO. CALCULATED BY EAD CHECKED BY EAD Enclosure Glassification Test for Enclosed Building: Ao < 0.01Ag or 4 sf, whichever is smaller Test for Open Building: All walls are at least 80% open. Ao >_ 0.8Ag Test for Partially Enclosed Building: Predominately open on one side only DATE 10/27/20 DATE Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao >_ 1.1 Aoi Ao > smaller of 4' or 0.01 Ag Aoi / Agi < 0.20 SPbuonasso Where: ra��e caP Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. ��� Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Test for Partially Open Building: A building that does not qualify as open, enclosed or partially enclosed /a/ng oxA�y\O` (This type building will have same wind pressures as an enclosed building. Reduction Factor for large volume partially enclosed buildings [RI) : If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): Unpartitioned internal volume (Vi) : Ground Elevation Factor Me) 0 sf 0 cf Ri= 1.00 Grd level above sea level = 0.0 ft Ke = 1.0000 Constant= 0.00256 Adj Constant= 0.00256 In ut Test Ao 89.1 sf Ao >_ 1.1Aoi YES Ag 671.0 sf Ao > 4' or 0.01 Ag YES Aoi 46.4 sf Aoi / Agi < 0.20 YES Building IS Agi 1161.8 sf Partially Enclosed Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao >_ 1.1 Aoi Ao > smaller of 4' or 0.01 Ag Aoi / Agi < 0.20 SPbuonasso Where: ra��e caP Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. ��� Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Test for Partially Open Building: A building that does not qualify as open, enclosed or partially enclosed /a/ng oxA�y\O` (This type building will have same wind pressures as an enclosed building. Reduction Factor for large volume partially enclosed buildings [RI) : If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): Unpartitioned internal volume (Vi) : Ground Elevation Factor Me) 0 sf 0 cf Ri= 1.00 Grd level above sea level = 0.0 ft Ke = 1.0000 Constant= 0.00256 Adj Constant= 0.00256 Case Engineering 796 Merus Ct. St. Louis, MO 636-349-1600 Wind Loads: ASCE 7- 16 Ultimate Wind Speed 135 mph Nominal Wind Speed 104.6 mph Risk Category I I Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Directionality (Kd) 0.85 Kh case 1 0.955 Kh case 2 0.955 Type of roof Gable ToDoaranhic Factor (Kzt JOB TITLE Christian Brothers Automotive - Shop Wheat Ridge, CO 80033 JOB NO. ICA -CO -05-20 SHEETNO. CALCULATED BY EAD DATE 10/27/20 CHECKED BY EAD DATE Topography Flat Hill Height (H) 0.0 ft H< 15ft,exp C Half Hill Length (Lh) 0.0 ft :. Kzt=1.0 Actual H/Lh = 0.00 Use H/Lh = 0.00 Modified Lh = 0.0 ft From top of crest: x = 0.0 ft Bldg up/down wind? downwind H/Lh= 0.00 K, = 0.000 x/Lh = 0.00 KZ = 0.000 z/Lh = 0.00 K3 = 1.000 At Mean Roof Ht: Kzt = (1+K,K2K3)A2 = 1.00 Gust Effect Factor h = 26.2 ft B = 32.3 ft /z (0.6h) = 15.7 ft Rigid Structure 6 = 0.20 f = 500 ft Zmin = 15 ft C = 0.20 go, 9v = 3.4 Lz = 431.1 ft Q = 0.92 Iz = 0.23 G= 0.88 use G=0.85 ESCARPMENT oe ,/ng V(z) Z Speed-up V(z) x(A pnrind) -- x(downv nd) i H/21 TH Lh H12 2D RIDGE or 313 AXISYMMETRICAL HILL Flexible structure if natural frequency < 1 Hz (T > 1 second). If building h/B>4 then may be flexible and should be investigated. h/B = 0.81 Rigid structure (low rise bldg) G = 0.85 Using rigid structure default Flexible or Dynamically Sensitive Structure 34 icy (rh) = 0.0 Hz Damping ratio ((3) = 0 /b = 0.65 /a = 0.15 Vz = 114.8 N1 = 0.00 Kn = 0.000 Rh = 28.282 KB = 28.282 RL = 28.282 9R = 0.000 R = 0.000 Gf = 0.000 q = 0.000 h = 26.2 ft n = 0.000 n = 0.000 Case Engineering 796 Merus Ct. St. Louis, MO 636-349-1600 Enclosure Glasslticatlon JOB TITLE Christian Brothers Automotive - Shop Wheat Ridge, CO 80033 JOB NO. ICA -CO -05-20 SHEET NO. CALCULATED BY EAD DATE 10/27/20 CHECKED BY EAD Test for Enclosed Building: Ao < 0.01 Ag or 4 sf, whichever is smaller Test for Open Building: All walls are at least 80% open. Ao >_ 0.8Ag Test for Partially Enclosed Building: Predominately open on one side only DATE Input Test Ao1045.3 sf Ao >_ 1.1Aoi YES Ag 2155.6 sf Ao > 4' or 0.01 AgYES Aoi 23.0 sf Aoi /Agi < 0.20 YES Building IS Agi 6891.4 sf Partially Enclosed Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao >_ 1.1 Aoi Ao > smaller of 4' or 0.01 Ag WfA"o Aoi / Agi < 0.20 ra��e sp Where: Ao = the total area of openings in a wall that receives positive external pressure. %�� Ag = the gross area of that wall in which Ao is identified. Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag.ng Test for Partially Open Building: A building that does not qualify as open, enclosed or partially enclosed. (This type building will have same wind pressures as an enclosed building. Reduction Factor for large volume partially enclosed buildings (RI) : If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): Unpartitioned internal volume (Vi) : Ground Elevation Factor (Ke) Grd level above sea level = 0.0 ft Constant = 0.00256 0 sf 0 Cf Ri= 1.00 Adj Constant = 0.00256 Ke = 1.0000 Case Engineering JOB TITLE Christian Brothers Automotive - Office 796 Merus Ct. Wheat Ridge, CO 80033 St. Louis, MO JOB NO. ICA -CO -05-20 SHEET NO. 636-349-1600 CALCULATED BY EAD DATE 10/27/20 CHECKED BY EAD DATE Wind Loads -MWFRS h560'(Low-rise Buildings) except for open buildings Kz = Kh (case 1) = 0.88 Edge Strip (a) = 3.3 ft Base pressure (qh) = 35.0 psf End Zone (2a) = 6.7 ft GCpi = +/-0.55 Zone 2 length = 16.7 ft Wind Pressure Coefficients Ultimate Wind Surface Pressures (psf) 1 CASE A 32.9 psf 3.5 -35.0 2 CASE B 44.2 psf -4.9 -43.4 3 8=26.6 deg 6.3 -32.2 4 5.6 -32.9 Surface GCpi w/-GCpi w/+GCpi 33.3 -5.3 GCpi w/-GCpi w/+GCpi 1 0.55 1.10 0.00 2.5 -36.1 -0.45 0.10 -1.00 2 -0.10 0.45 -0.65 0.7 -37.8 -0.69 -0.14 -1.24 3 -0.45 0.10 -1.00 40.6 2.1 -0.37 0.18 -0.92 4 -0.39 0.16 -0.94 -0.45 0.10 -1.00 5 0.40 0.95 -0.15 6 -0.29 0.26 -0.84 1E 0.73 1.28 0.18 -0.48 0.07 -1.03 2E -0.19 0.36 -0.74 -1.07 -0.52 -1.62 3E -0.58 -0.03 -1.13 -0.53 0.02 -1.08 4E -0.53 0.02 -1.08 -0.48 0.07 -1.03 5E 0.61 1.16 0.06 6E -0.43 0.12 -0.98 Ultimate Wind Surface Pressures (psf) 1 38.5 0.0 32.9 psf 3.5 -35.0 2 15.8 -22.7 44.2 psf -4.9 -43.4 3 3.6 -34.9 6.3 -32.2 4 5.6 -32.9 3.5 -35.0 5 33.3 -5.3 6 9.1 -29.4 1E 44.7 6.2 2.5 -36.1 2E 12.6 -25.9 -18.2 -56.7 3E -1.2 -39.7 0.7 -37.8 4E 0.5 -38.0 2.5 -36.1 5E 40.6 2.1 6E I 1 4.2 -34.3 Parapet Windward parapet= 0.0 psf (GCpn=+1.5) Leeward parapet = 0.0 psf (GCpn = -1.0) Horizontal MWFRS Simple Diaohraam Pressures IDs Transverse direction (normal to L) Interior Zone: Wall 32.9 psf Roof 12.2 psf End Zone: Wall 44.2 psf Roof 13.8 psf Longitudinal direction (parallel to L) Interior Zone: Wall 24.2 psf End Zone: Wall 36.4 psf PpOwff Also es Ural\ C�3'N CAA O c Windward roof overhangs = 24.5 psf (upward) add to windward roof pressure vnarowARn ovERrlAnla fFl wlurowARnRooF f-CPEWARDROOF Ill ! ! I 1 I ! ! S f-1�Tfl-f VERTICAL s TRANSVERSE ELEVATION ■l���,����fiiiiiii Case Engineering 796 Merus Ct. St. Louis, MO 636-349-1600 JOB TITLE Christian Brothers Automotive - Office Wheat Ridge, CO 80033 JOB NO. ICA -CO -05-20 SHEET NO. CALCULATED BY EAD DATE 10/27/20 ZONE 2: lessor of �O.SBor2.5h �� If 2 is negative /2 CHECKED BY EAD DATE CASE A J w> n DFRECTIONCASE B RANGE WL%M DntEgS� RANG NOTE: Torsional loads are 25% of zones 1 - 6. See code for loading diagram. Exception: One story buildings h<30' and 1 to 2 storybuildings framed with light -frame construction or with flexible diaphragms need not be designed for the torsional load case. ASCE 7-98 & ASCE 7-10 M later) - MWFRS wind pressure zones os B or 2s h If 2 is negati, VnM DRtEMON Transverse Direction Longitudinal Direction NOTE: Torsional loads are 25% of zones 1 - 4. See code for loading diagram. Exception: One story buildings h<30' and 1 to 2 storybuildings framed with light -frame construction or with flexible diaphragms need not be designed for the torsional load case. ASCE 7-02 and ASCE 7-05 - MWFRS wind pressure zones PbOwft Also es Urac\ C�3'N CAA O c Case Engineering 796 Menus Ct. St. Louis, MO 636-349-1600 JOB TITLE Christian Brothers Automotive - Shop Wheat Ridge, CO 80033 JOB NO. ICA -CO -05-20 SHEET NO. CALCULATED BY EAD DATE 10/27/20 CHECKED BY EAD DATE Wind Loads - MWFRS h<_60' (Low-rise Buildings) except for open buildings Kz = Kh (case 1) = 0.95 Base pressure (qh) = 37.9 psf GCpi = +/-0.18 Wind Pressure Coefficients Edge Strip (a) = 3.2 ft End Zone (2a) = 6.5 ft Zone 2 length = 16.2 ft Ultimate Wind Surface Pressures (psf) 1 CASE A 35.6 psf -10.2 -23.9 2 CASE B 47.8 psf -19.3 -32.9 3 B = 26.6 deg -7.2 -20.8 4 -8.0 -21.6 Surface GCpi w/-GCpi w/+GCpi 22.0 8.3 GCpi w/-GCpi w/+GCpi 1 0.55 0.73 0.37 -11.4 -25.0 -0.45 -0.27 -0.63 2 -0.10 0.08 -0.28 -13.3 -26.9 -0.69 -0.51 -0.87 3 -0.45 -0.27 -0.63 29.9 16.3 -0.37 -0.19 -0.55 4 -0.39 -0.21 -0.57 -0.45 -0.27 -0.63 5 0.40 0.58 0.22 6 -0.29 -0.11 -0.47 1E 0.73 0.91 0.55 -0.48 -0.30 -0.66 2E -0.19 -0.01 -0.37 -1.07 -0.89 -1.25 3E -0.58 -0.40 -0.76 -0.53 -0.35 -0.71 4E -0.53 -0.35 -0.71 -0.48 -0.30 -0.66 5E 0.61 0.79 0.43 6E -0.43 -0.25 -0.61 Ultimate Wind Surface Pressures (psf) 1 27.6 14.0 35.6 psf -10.2 -23.9 2 3.1 -10.6 47.8 psf -19.3 -32.9 3 -10.1 -23.7 -7.2 -20.8 4 -8.0 -21.6 -10.2 -23.9 5 22.0 8.3 6 -4.2 -17.8 1E 34.4 20.7 -11.4 -25.0 2E -0.4 -14.0 -33.7 -47.3 3E -15.3 -29.0 -13.3 -26.9 4E -13.4 -27.1 -11.4 -25.0 5E 29.9 16.3 6E -9.5 -23.1 Parapet Windward parapet= 0.0 psf (GCpn = +1.5) Leeward parapet = 0.0 psf (GCpn = -1.0) Horizontal MWFRS Simple Diaohraam Pressures (psf Transverse direction (normal to L) Interior Zone: Wall 35.6 psf Roof 13.2 psf End Zone: Wall 47.8 psf Roof 14.9 psf Longitudinal direction (parallel to L) Interior Zone: Wall 26.1 psf End Zone: Wall 39.4 psf PpOwff Also es Ural\ C�3'N CAA O c Windward roof overhangs = 26.5 psf (upward) add to Windward roof pressure f■■iLEEWARD RCX)F VERTICAL TRANSVERSE ELEVATION ■l��������fiiiiiii LONGITUDINAL ELEVATION Case Engineering 796 Merus Ct. St. Louis, MO 636-349-1600 JOB TITLE Christian Brothers Automotive - Shop Wheat Ridge, CO 80033 JOB NO. ICA -CO -05-20 SHEET NO. CALCULATED BY EAD DATE 10/27/20 CHECKED BY EAD DATE ZONE 2: lessor of �0.5Bor2.5b /�/ If 2 is negative CASE A 1.% p ACTION </R CASE B RANGE WIND DIREMON RANGE NOTE: Torsional loads are 25% of zones 1 - 6. See code for loading diagram. Exception: One story buildings h<30' and 1 to 2 storybuildings framed With light -frame construction or with flexible diaphragms need not be designed forthe torsional load case. ASCE 7-98 & ASCE 7-10 (& later) - MWFRS wind pressure zones 4 0-5 B or 25 b If 2 is negafi, Transverse Direction Longitudinal Direction NOTE: Torsional loads are 25% of zones 1 - 4. See code for loading diagram. Exception: One story buildings h<30' and 1 to 2 storybuildings framed With light -frame construction or with flexible diaphragms need not be designed forthe torsional load case. ASCE 7-02 and ASCE 7-05 - MWFRS wind pressure zones PbOwft Also es Urac\ C�3'N CAA O c W -r -\D DIRECTION Case Engineering 796 Mems Ct. St. Louis, MO 636-349-1600 Wind Loads - Comoonents & Claddina : h <_ 60' Kh (case 1) = 0.88 h = 18.1 ft Base pressure (ch) = 21.0 psf a = 3.3 ft Minimum parapet ht = 0.0 ft GCpi = +/-0.55 Roof Angle (8) = 26.6 deg qi = 21.0 psf for Type of roof = Gable positive internal pressures Roof Area Negative Zone 1 & 2e Negative Zone 2n, 2r &3e Negative Zone 3r Positive All Zones Overhang Zone 1 & 2e Overhang Zone 2n & 2r Overhang Zone 3e Overhang Zone 3r Parapet qp = 0.0 psf JOB TITLE Christian Brothers Automotive - Office Wheat Ridge, CO 80033 JOB NO. ICA -CO -05-20 SHEET NO. CALCULATED By EAD DATE 10/27/20 CHECKED By EAD DATE Nominal Wind Pressures 6urrace Pressure(psf) u ace Fressure psf) ser input 2 sf 4 sf 10 sf 20 sf 50 sf 100 sf 150 sf 300 sf 350 sf 355 sf 355 sf _ _ _ _ _ _ _ _28.4 _ _ -64.1 -64.1 -64.1 -57.1 -47.8 -40.9 -36.8 -36.8 -36.8 -36.8 -36.8 -87.2 -87.2 -73.5 -63.1 -49.4 -49.4 -49.4 -49.4 -49.4 -49.4 -49.4 26.3 24.8 22.8 21.3 19.3 17.9 17.9 17.9 17.9 17.9 17.9 -42 -42 -42 -42 -40.6 -39.5 -38.9 -37.8 -37.8 -37.8 -37.8 -63 -63 -63 -58.7 -53.0 -48.7 -46.2 -46.2 -46.2 -46.2 -46.2 -75.6 -75.6 -75.6 -65.4 -51.9 -41.7 -35.7 -35.7 -35.7 -35.7 -35.7 -98.7 -98.7 -80.5 -66.6 -48.3 -48.3 -48.3 -48.3 -48.3 -48.3 -48.3 Overnang pressures In the table above assume an Internal pressure coetnclent ((3Cpi) of UD Overhang soffit pressure equals adj wall pressure (which includes internal pressure of 11.6 psf) -r input P IW!t ices bra 00 0 0 0.0 o;�an9 D,J\yo Walls GCp +/- GCpi Surface Pressure at h User input Area s s s s s s s s s s Negative Zone 4 - - - - - - - - -33.11 - Negative Zone 5 -1.95 -1.60 -1.49 -1.35 -49.4 -33.5 -31.3 -28.4 -37.8 -37.1 Positive Zone 4 & 5 1.55 1.37 1.32 1.25 30.5 28.9 27.7 26.3 31.0 30.6 u ace Fressure psf) Solid Parapet Pressure 4 sfl 10 Sfl 20 sfl 50 Sfl 150 s s 500 d Zone 2e: 0.0 Zone 2n, 2r & 3e : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Zone 3r: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ASE B: Intenorzone: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cornerzone : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -r input P IW!t ices bra 00 0 0 0.0 o;�an9 D,J\yo Walls GCp +/- GCpi Surface Pressure at h User input Area s s s s s s s s s s Negative Zone 4 - - - - - - - - -33.11 - Negative Zone 5 -1.95 -1.60 -1.49 -1.35 -49.4 -33.5 -31.3 -28.4 -37.8 -37.1 Positive Zone 4 & 5 1.55 1.37 1.32 1.25 30.5 28.9 27.7 26.3 31.0 30.6 Case Engineering JOB MILE Christian Brothers Automotive - Office 796 Merus Ct. Wheat Ridge, CO 80033 St. Louis, MO JOB NO. ICA -CO -05-20 SHEET NO. 636-349-1600 CALCULATED By EAD DATE 10/27/20 CHECKED By EAD DATE Location of C&C Wind Pressure Zones -ASCE 7-16 ^r:I(D I O I Roofs w/ 0 < 10° and all walls h>60' Walls hs 60' & all design h<90' Monoslope roofs Multispan Gable & 10° < 0 < 30° Gable 7° < 0 < 45° In <- 60' & all design h<90' n� Gable, Sawtooth and Multispan Gable 0 < 7 degrees & Monoslope < 3 degrees In <- 60' & all design h<90' Hip 7° < 0 < 27° I I OI I I O I • —z4 I I i I 2Q' i 3Q I I I I I O 2 e i lO1 1 11 I O I Il ll Monoslope roofs Multispan Gable & 10° < 0 < 30° Gable 7° < 0 < 45° In <- 60' & all design h<90' n� Gable, Sawtooth and Multispan Gable 0 < 7 degrees & Monoslope < 3 degrees In <- 60' & all design h<90' Hip 7° < 0 < 27° I I OI I I O I --J I I I i I 2Q' i 3Q Monoslope roofs 3°<0<10' In <- 60'& all design h<90' "s Ppbott A,,,G0 N ArBf('jITT�� aIna 5%,41 Sawtooth 10° < 0 < 45° In <- 60'& all design h<90' Stepped roofs 0 < 3° In <- 60'& all design h<90' Case Engineering 796 Mems Ct. St. Louis, MO 636-349-1600 Wind Loads - Comoonents & Claddina : h <_ 60' Kh (case 1) = 0.95 h = 26.2 ft Base pressure (ch) = 22.7 psf a = 3.2 ft Minimum parapet ht = 0.0 ft GCpi = +/-0.18 Roof Angle (8) = 26.6 deg qi = ch = 22.7 psf Type of roof = Gable 300 sf _ Roof Area Negative Zone 1 & 2e Negative Zone 2n, 2r &3e Negative Zone 3r Positive All Zones Overhang Zone 1 & 2e Overhang Zone 2n & 2r Overhang Zone 3e Overhang Zone 3r Parapet qp = 0.0 psf JOB TITLE Christian Broth ersAutomotive - Wheat Ridge, CO 80033 JOB NO. ICA -CO -05-20 SHEET NO. CALCULATED By EAD DATE 10/27/20 CHECKED By EAD DATE Nominal Wind Pressures 6urrace Pressure(psf) u ace Fressure psf) ser input 2 sf 4 sf 10 sf 20 sf 50 sf 100 sf 150 sf 300 sf 350 sf 75 sf 300 sf _ _ _ _ _ _ _ _ _22.3 _ _ -60.9 -60.9 -60.9 -53.3 -43.3 -35.8 -31.3 -31.3 -31.3 -38.9 -31.3 -85.9 -85.9 -71 -59.8 -45.0 -45.0 -45.0 -45.0 -45.0 -45.0 -45.0 20 18.4 16.3 14.6 12.5 10.9 10.9 10.9 10.9 11.6 10.9 -45.4 -45.4 -45.4 -45.4 -43.9 -42.7 -42.0 -40.9 -40.9 -43.2 -40.9 -68.2 -68.2 -68.2 -63.5 -57.3 -52.7 -50.0 -50.0 -50.0 -54.6 -50.0 -81.8 -81.8 -81.8 -70.7 -56.1 -45.1 -38.6 -38.6 -38.6 -49.7 -38.6 -106.8 -106.8 -87 -72 -52.2 -52.2 -52.2 -52.2 -52.2 -52.2 -52.2 Overnang pressures In the table above assume an Internal pressure coetnclent ((3opl) of UD Overhang soffit pressure equals adj wall pressure (which includes internal pressure of4.1 psf) -r input P IW!t ices bra 00 0 0 0.0 Gia/ng Walls GCp +/- GCpi Surface Pressure at h User input Area s s s s s s s s s s Negative Zone 4 - - - - - - - - -26.31 - Negative Zone 5 -1.58 -1.23 -1.12 -0.98 -45.0 -27.9 -25.5 -22.3 -30.3 -25.5 Positive Zone 4 & 5 1.18 1.00 0.95 0.88 24.5 22.8 21.6 20.0 24.0 21.6 u ace Fressure psf) Solid Parapet Pressure 4 sfl 10 Sfl 20 sfl 50 Sfl 150 s s 500 d Zone 2e: 0.0 Zone 2n, 2r & 3e : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Zone 3r: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ASE B: Intenorzone: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cornerzone : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -r input P IW!t ices bra 00 0 0 0.0 Gia/ng Walls GCp +/- GCpi Surface Pressure at h User input Area s s s s s s s s s s Negative Zone 4 - - - - - - - - -26.31 - Negative Zone 5 -1.58 -1.23 -1.12 -0.98 -45.0 -27.9 -25.5 -22.3 -30.3 -25.5 Positive Zone 4 & 5 1.18 1.00 0.95 0.88 24.5 22.8 21.6 20.0 24.0 21.6 Case Engineering JOB TrrLE Christian Brothers Automotive - Shop 796 Merus Ct. Wheat Ridge, CO 80033 St. Louis, MO JOB NO. ICA -CO -05-20 SHEET NO. 636-349-1600 CALCULATED By EAD DATE 10/27/20 CHECKED By EAD DATE Location of C&C Wind Pressure Zones -ASCE 7-16 ^r:I(D I O I Roofs w/ 0 < 10° and all walls h>60' Walls hs 60' & all design h<90' Monoslope roofs Multispan Gable & 10° < 0 < 30° Gable 7° < 0 < 45° In <- 60' & all design h<90' nr Gable, Sawtooth and Multispan Gable 0 < 7 degrees & Monoslope < 3 degrees In <- 60' & all design h<90' Hip 7° < 0 < 27° I 2O 3O I I OI I I O I • —z4 I I i I 2Q' i 3Q I I I I I O 2 e i lO1 1 11 I O I Il ll Monoslope roofs Multispan Gable & 10° < 0 < 30° Gable 7° < 0 < 45° In <- 60' & all design h<90' nr Gable, Sawtooth and Multispan Gable 0 < 7 degrees & Monoslope < 3 degrees In <- 60' & all design h<90' Hip 7° < 0 < 27° I 2O 3O I I OI I I O I --J I I I i I 2Q' i 3Q Monoslope roofs 3°<0<10' In <- 60'& all design h<90' "s Ppbott A,,,G0 N ArBf('jITT�� aIna 5%,41 Sawtooth 10° < 0 < 45° In <- 60'& all design h<90' Stepped roofs 0 < 3° In <- 60'& all design h<90' Case Engineering 796 Merus Ct. St. Louis, MO 636-349-1600 Snow Loads : ASCE 7-16 Roof slope Horiz. eave to ridge dist (W) Roof length parallel to ridge (L) Type of Roof Ground Snow Load Pg = Risk Category = Importance Factor I = Thermal Factor Ct = Exposure Factor Ce = 26.6 deg 16.2 ft 129.3 ft Hip and gable w/ trussed systems 30.0 psf 11 1.0 1.00 1.0 JOB TITLE Christian Brothers Automotive - Shop Wheat Ridge, CO 80033 JOB NO. ICA -CO -05-20 SHEET NO. CALCULATED By EAD DATE 10/27/20 CHECKED By EAD DATE Nominal Snow Forces Pf = 0.7*Ce*Ct*I*Pg = 2 1. 0 psf 33.3 ft Unobstructed Slippery Surface no 5.2 ft Sloped -roof Factor Cs = 1.00 17.9 pcf Balanced Snow Load = 21.0 psf Near ground level surface balanced snow load = 30.0 psf Rain on Snow Surcharge Angle 0.32 deg 1.49 ft Code Maximum Rain Surcharge 5.0 psf 4.03 ft Rain on Snow Surcharge = 0.0 psf zpb�!!Asyo Ps plus rain surcharge = 2 1. 0 psf Drift width Minimum Snow Load Pm = 0.0 psf NOTE: Alternate spans of'co%tin uous beams N pd = y*hd = 26.6 psf shall be loaded with half the depth ro = Uniform Roof Design Snow Load = 21.0 psf load so as to produce the grea �w effect- see code for loading diagrams and exceptions for gable roofs. OC Unbalanced Snow Loads -for Hip & Gable roofs only q�n9 Dl��y\ R I d if I 1 b tw 7 12 - 30 26 d equ re s ope is a een on - eg and 2.38 deg = 2.38 deg Unbalanced snow loads must be applied Windward snow load = 6.3 psf = 0.3Ps Leeward snow load from ridge to 5.41' = 39.2 psf = hdy / JS + Ps Leeward snow load from 5.41' to the eave = 2 1. 0 psf = Ps Windward Snow Drifts 1 -Aaainst walls. DaraDets. etc Upwind fetch lu = 33.3 ft Projection height h = 5.2 ft Snow density g = 17.9 pcf Balanced snow height hb = 1.17 ft hd = 1.49 ft he = 4.03 ft he/hb>0.2 = 3.4 Therefore, design for drift Drift height (hd) = 1.49 ft Drift width w = 5.94 ft Surcharge load: pd = y*hd = 26.6 psf Balanced Snow load: = 21.0 psf 47.6 psf Lu Note: If bottom of projection is at least 2 feet above hb then snow drift is not required. Case Engineering 796 Menus Ct. St. Louis, MO 636-349-1600 Seismic Loads: IBC 2018 Risk Category : II Importance Factor (1) : 1.00 Site Class : D Ss (0.2 sec) = 22.60 %g S1(1.0 sec)= 5.00%g Fa = 1.600 Fv = 2.400 JOB TITLE Christian Brothers Automotive - Shop Wheat Ridge, CO 80033 JOB NO. ICA -CO -05-20 SHEET NO. CALCULATED BY EAD DATE 10/27/20 CHECKED BY EAD DATE Sms = 0.362 SDS = 0.241 Sm1 = 0.120 SD1 = 0.080 Seismic Design Category = B Redundancy Coefficient p = 1.00 Number of Stories: 1 Structure Type: All other building system: Horizontal Struct Irregularities:No plan Irregularity Vertical Structural Irregularities:No vertical Irregularity Flexible Diaphragms: Yes Building System: Bearing Wall Systems Seismic resisting system: Light frame (wood) walls with structural wood shear panels System Structural Height Limit: Height not limited Actual Structural Height (hn) =30.2 ft Response Modification Coefficient (R) = 6.5 Over -Strength Factor (4o) = 2.5 Deflection Amplification Factor (Cc): 4 SDS = 0.241 5D1 = 0.080 Seismic Load Effect (E) = Eh +/-EV = p CE +/- 0.2505 D Special Seismic Load Effect (Em): Emh +/- Ev = 120 CE +/- 0.2505 D PERMITTED ANALYTICAL PROCEDURE: Simplified Analysis - Use Equivalent Lateral Force Analysis Equivalent Lateral -Force Analysis - Permittec Building period coef. (CT) = 0.020 Approx fundamental period (Ta) CThn'= 0.258 sec x= 0.75 User calculated fundamental period (T) = sec Long Period Transition Period (TL) = ASCE7 map = 4 Seismic response coef. (Cs) = SDSI/R = 0.037 need not exceed Cs = sdl i /RT = 0.048 but not less than Cs = 0.044Sdsl = 0.011 USE Cs = 0.037 Design Base Shear V Strength Level Forces Design Category= B Design Category= B s PbboR Ass �e °g CAA a`rig = Qe +/- 0.000D QE = horizontal seismic ford = 2.5Qe +/- 0.048D D = dead loac Cu = 1.70 Tmax = CuTa = 0.438 Use T= 0.258 Model & Seismic Response Analysis - Permitted (see code for procedure) ALLOWABLE STORY DRIFT Structure Type: All other structures Allowable story drift 4a = 0.020hsx where hsx is the story height below level x CASE Engineering Inc. Case Engineering Inc. 796 Merus Court St. Louis, MO 63026 Client Icon Architects, Inc. Page 1 of_ Project CBA - Wheat Ridge, CO Date 10/27/20 T 636 349 1600 Wind Load Development - Office Preliminary ❑ F 636 349 1730 caseengineeringinc.com Made by EAD Checked by Final ❑ Parapet Windward parapet = 0.0 psf (GCpn = +1.5) Leeward parapet = 0.0 psf (GCpn = -1.0) Horizontal MWFRS Sim Dle Diaohraam Pressures (Dsf Transverse direction (normal to L) Interior Zone: Wall 32.9 psf Roof 12.2 psf End Zone: Wall 44.2 psf Roof 13.8 psf Longitudinal direction (parallel to L) Interior Zone: Wall 24.2 psf End Zone: Wall 36.4 psf Windward roof overhangs = 24.5 psf (upward) add to windward roof pressure wmrowAnn ovERNANc {7-j wINDwARDnooF m r r rrrrt t LEEWARDRODF I l l u l l!! —1 VERTICAL a 2 TRANSVERSE ELEVATION HI i a WINDWARD ROOF LPEWAFtD ROJF i r i i i VERTICAL 3 LONGITIIDINAL ELF VATION Transverse direction (normal to L) Interior Zone Wall = 9.00 Ft x 32.90 psf = 296.10 / 2 = 148.05 plf Roof = 9.08 Ft x 12.20 psf = 110.82 plf Total interior zone loadinq = 148.05 Of + 110.8:plf = 258.87 Of I �ymy�ymr�y � LONGITIIDINAL ELF VATION Transverse direction (normal to L) Interior Zone Wall = 9.00 Ft x 32.90 psf = 296.10 / 2 = 148.05 plf Roof = 9.08 Ft x 12.20 psf = 110.82 plf Total interior zone loadinq = 148.05 Of + 110.8:plf = 258.87 Of End Zone Wall = 9.00 Ft x 44.20 psf = 397.80 / 2 = 198.90 plf Roof = 9.08 Ft x 13.80 psf = 125.35 plf Total end zone loading = 198.90 plf + 125.3`. plf = 324.25 plf &s �,bbo2Asgo VCar QaN CAA ���Ing OXIAN o� CASEIcon Interior Zone: Wall 35.6 psf Roof Engineering Inc. Client Architects, Inc 2 Page_ of_ 14.9 psf Longitudinal direction Project CBA - Wheat Ridge, CO Date 10/27/20 Case Engineering Inc. T 636 349 1600 39.4 psf Wind Load Development - Shop Preliminary ❑ 796 Menus Court F 636 349 1730 EAD St. Louis, MO 63026 caseengineeringinc.com Made by Checked by Final 13 Parapet Windward parapet = 0.0 psf (GCpn = +1.5) Windward roof Leeward parapet = 0.0 psf (GCpn = -1.0) overhangs = 26.5 psf (upward) add to windward roof pressure Horizontal MWFRS SimDle Diaohraam Pressures (Dsf Transverse direction (normal to L) Interior Zone: Wall 35.6 psf Roof 13.2 psf End Zone: Wall 47.8 psf Roof 14.9 psf Longitudinal direction (parallel to L) Interior Zone: Wall 26.1 psf End Zone: Wall 39.4 psf WIMwW wERHANa fTl vmIDwARnaooF { } LEEWAADRWF III ! l 1 I I l l tTt 1 t T-1 -1� VERTICAL 3� vl or zoNE2 TRANSVERSE ELEVATION uniaDwARn ROCP LEEWARDACOP VEATICAI 3 a LONGrrUDINAL ELEVATION Transverse direction (normal to L) Interior Zone Wall = 17.00 Ft x 35.60 psf = 605.20 / 2 = 302.60 plf Roof = 7.00 Ft x 13.20 psf = 92.40 plf Total interior zone loadinq = End Zone Wall = 17.00 Ft x Roof = 7.00 Ft x 302.60 plf + 92.4 plf = 395.00 plf 47.80 psf = 812.60 / 2 = 406.30 plf 14.90 psf = 104.30 plf Total end zone loading = 406.30 plf + 104.3E plf = 510.60 plf . 6i Pbba2ps�o VCar QaN CAA CASEIcon Interior Zone: Wall 35.6 psf Roof Engineering Inc. Client Architects, Inc 3 Page_ of_ 14.9 psf Project CBA - Wheat Ridge, CO Date 10/27/20 Case Engineering Inc. T 636 349 1600 Wind Load Development Preliminary ❑ 796 Menus Court F 636 349 1730 EAD St. Louis, MO 63026 caseengineeringinc.com Made by Checked by Final 13 Parapet Windward parapet = 0.0 psf (GCpn = +1.5) Windward roof Leeward parapet = 0.0 psf (GCpn = -1.0) overhangs = 26.5 psf (upward) add to windward roof pressure Horizontal MWFRS Sim Dle Diaohraam Pressures (Dsf Transverse direction (normal to L) Interior Zone: Wall 35.6 psf Roof 13.2 psf End Zone: Wall 47.8 psf Roof 14.9 psf Longitudinal direction (parallel to L) Interior Zone: Wall 26.1 psf End Zone: Wall 39.4 psf Longitudinal direction (parallel to L) Interior Zone Wall= 24.00 Ft x 26.10 psf = 626.40 / 2 = 313.20 plf Total interior zone loadinq = 337.12 plf End Zone Wall = 24.00 Ft x 39.40 psf = 945.60 / 2 = 472.80 plf Total end zone loading = 361.67 plf . 6i Pbba2ps�o UCar Qa N CAA Project CBA- Wheat Ridge, CO Page 1 =: Date 10/27/20 Project No ICA -CO -05-20 V By EAD Description Diaphragm Design Checked N -S Office Element: Roof Diaphragm Wind Forces - NIS Direction Office h Shear Diagram 4000 3000 2000 1000 0 -1000 -2000 -3000 P, _ P2 = P3 = P4 = W,= W2= W3 W4= dl _ R, _ n, _ Diaphragm type: Roof L = 33.33 ft cl = C2 = C3 = r.= 195 pIf a, = 0.00 ft bi = 6.00 ft 155 plf a2 = 6.00 ft b2 = 33.33 ft a3 = b3 = a.= h.= 0.00 ft 2 803 lbs 82.4 plf Max. Shear= 2 803 lbs Moment Diagram 25000 20000 15000 10000 5000 0 -5000 Max. Moment= 21927 ft -lbs Diaphragm Diaphragm chord depth = 34.00 ft Mark Sheathing Bndry Nailing Blk'g. W FFFFTTTTTT-1 8d @ 6" No d� -2- 15/32" d2 Yes 1 378 pIf -3- 15/32" 8d @ 4" Yes 1 505 pIf -4- 15/32" 8d @ 21/2" Yes R1 R2 Shear Diagram 4000 3000 2000 1000 0 -1000 -2000 -3000 P, _ P2 = P3 = P4 = W,= W2= W3 W4= dl _ R, _ n, _ Diaphragm type: Roof L = 33.33 ft cl = C2 = C3 = r.= 195 pIf a, = 0.00 ft bi = 6.00 ft 155 plf a2 = 6.00 ft b2 = 33.33 ft a3 = b3 = a.= h.= 0.00 ft 2 803 lbs 82.4 plf Max. Shear= 2 803 lbs Moment Diagram 25000 20000 15000 10000 5000 0 -5000 Max. Moment= 21927 ft -lbs Diaphragm Diaphragm chord depth = 34.00 ft Mark Sheathing Bndry Nailing Blk'g. Case Capacity -1- 15/32" 8d @ 6" No 1 335 pIf -2- 15/32" 8d @ 6" Yes 1 378 pIf -3- 15/32" 8d @ 4" Yes 1 505 pIf -4- 15/32" 8d @ 21/2" Yes 1 743 pIf Capacities above are for sheathing applied to 2x nominal members. 5 5 d2 = 33.33 ft R2 = 2 610 lbs n2 = 76.8 plf PgbotC Assn Nailing transition points: \oc notes: Max. Unit Shear= 82 plf Chord Force = 645 lbs Use Mark -1- Roof Sheathing for Roof Diaphragm Wind Forces - N/S Direction Office Diaphragm DesignAsm N -S Wind Office I ro m Vv � m Project CBA -Wheat Ridge, CO Date 10/27/20 Project No ICA -CO -05-20 By EAD Checked Description Diaphragm Design N -S Shop Element: Roof Diaohraam Wind Forces - NIS Direction Sho b a Pt = PZ = C P P3 = W P4 = FFT-FTTTTT-F-I Wt = 306 pIf d WZ = 237 pIf dL W3= W4 L dill = 0.00 ft R1 R2 Rt= 160691bs Shear Diagram nt = 497.0 pIf 20000 15000 10000 5000 0 -5000 -10000 -15000 -20000 Max. Shear= 16069 lbs Moment Diagram 600000 500000 400000 300000 200000 100000 0 100000 Max. Moment= 516 257 ft -lbs Diaphragm Diaphragm chord depth = 32.33 ft Mark Sheathing Bndry Nailing Blk'g. Case Capacity -1- 15/32" 8d @ 6" No 1 335 pIf -2- 15/32" 8d @ 6" Yes 1 378 pIf -3- 15/32" 8d @ 4" Yes 1 505 pIf -4- 15/32" 8d @ 21/2" Yes 1 743 pIf Capacities above are for sheathing applied to 2x nominal members. Diaphragm Designmism no N Page 2 Diaphragm type: Roof L= 131.90 ft ct = C_ C_ C4 = at = 0.00 ft bt = 6.50 ft aZ = 6.50 ft bZ = 131.90 ft a3 = b3 = dZ = 131.90 ft RZ = 15 641 lbs nZ = 483.7 plf PDbott ps%0 i Ur�`\es N CAIA Nailing transition points: o` GXbing notes: Max. Unit Shear= 497 pIf Chord Force = 15 967 lbs Use Mark -3- Roof Sheathing for Roof Diaphragm Wind Forces - N/S Direction Shop NS Wind Shop Project CBA - Wheat Ridge, CO Page 3 Date 10/27/20 Project No ICA-CO-05-20 By EAD Description Diaphragm Design Checked E-W Shop Element: Roof Diaahraam Wind Forces - EM Direction b a P, _ P2 = C P P3 - W P4 = Wj = 306 plf d W2 = 237 plf d W3 - 2 Wa _ L dl = 0.00 ft R1 R2 R,= 4237lbs Shear Diagram n, = 29.8 plf 6000 4000 2000 0 -2000 -4000 -6000 Max. Shear= 4 237lbs Moment Diagram 35000 30000 25000 20000 15000 10000 5000 0 -5000 41 Max. Moment= 31 709 ft -lbs Diaphragm Diaphragm chord depth = 142.00 ft Mark Sheathing Bndry Nailing BIk'g. Case Capacity - 1 - 15/32" 8d @ 6" No 1 335 plf -2- 15/32" 8d @ 6" Yes 1 378 plf -3- 15/32" 8d @ 4" Yes 1 505 plf -4- 15/32" 8d @ 2 1/2" Yes 1 743 plf Capacities above are for sheathing applied to 2x nominal members 5 Diaphragm type: Roof L = 32.33 ft C, _ C2 = C3 C4 = a, = 0.00 ft b, = 6.50 ft a2 = 6.50 ft b2 = 32.33 ft a3 - b3 = A,- h, _ d2 = 32.33 ft R2 = 3 877 lbs n2 = 27.3 plf s pbwt pss �e °g cf CAA Nailing transition points: <��a`ng D`N`y\oc nuies. Max. Unit Shear= 30 plf Chord Force = 223 lbs Use Mark -1- Roof Sheathing for Roof Diaphragm Wind Forces - E/W Direction Diaphragm Design.xlsm E -W Wind Shop CASE Engineering Inc. Case Engineering Inc. 796 Merus Court St. Louis, MO 63026 T 636 349 1600 F 636 349 1730 ca s ee n g i n e e ri n g i n c. co m Client Icon Architects, Inc. Project CBA - Wheat Ridge, CO Page_ of_ Date 10/27/20 Preliminary ❑ Made by EAD Checked by Final ❑ 1101 � CAA ��716g 50\1111 Company Case Engineering Inc. Designer EAD Job Number ICA -CO -05-20 Model Name CBA - Wheat Ridge, Colorado GENERAL Code Design Method Wall Material Panel Schedule Optimize HD HD Manufacturer HD Eccentricity AWC NDS-18:ASD Perforated DF User Selected Yes SIMPSON 4.313 i n Shear Wall 1.0 (In -Plane) ,C]x0LyAI=10 A Total Height 109.5 in Total Length 396 in Wall H/W Ratio : 0.28 K 1.00 Max Opening Ht : 52 in Open/Wall Ht Ratio : 0.47 Full Ht Sheathed 212 in % Full Ht Sheathed : 53.54 Oct 27, 2020 8:28 PM Checked By: MATERIALS Description Material Size Top PI DF 2-2X6 Sill DF 2X6 Wall Stud DF 2X6 Chord DF 2-2X6 ENVELOPED RESULTS Shear Panel Shear UC Shear LC Hold Down Hold Down UC Hold Down LC Chord UC Chord LC Stud UC Stud LC RS 15/32 10d@60.426 5 (W) HDU2-SDS... 0.382 11 (W) 0.095 11 (W) 0.018 3 DESIGN DETAILS Shear Stiffness Adjustment Factor Wall Capacity Adjustment Factor (2w/h) Aspect Ratio Factor Governing H/W Ratio Factor Nailing Capacity Increase for Wind WALL DEFLECTIONS Elastic: .002 in HD: .017 in Shear: .077 in Total: .096 in 1.00 Shear Capacity Adjustment Factor (Co) : 0.86 1.00 Total Area of Openings (Ao) 9088 in A2 1.00 Sheathing Area Ratio (r) 0.72 1.40 .426 1.4 WALL RESULTS: Governing LC 5 (Wind) Total Shear 2.803 k Max Unit Shear :.185 k/ft Shear Ratio .426 SELECTED SHEAR PANEL RS_15/32_10d@6 Panel Grade RS Nail Size 10d Num Sides One Panel Thick 0.469in Recd Pen 1.250in Over Gyp 3rd. No Reqd. Spacing : 6 in Shear Capacity : 0.310 k/ft Adjusted Cap 0.434 k/ft NOTE: AWC NDS -18 defines a 10d nail as being: 3.0" x 0.1480" common, or 3.0" x 0.122" galvanized box RISA -3D Version 17.0.4 [N:\ ... \... \... \... \Structural\Calculations\Shear Wall 1.r3d] Page 1 Company Case Engineering Inc. Designer EAD Job Number ICA -CO -05-20 Model Name CBA - Wheat Ridge, Colorado Shear Wall 1.0 SELECTED HOLD-DOWN: HDU2-SDS2.5_DF-SP Raised No Fastener Size 16d AB Diameter 0.500in Num Fasteners : 8 CHORDS Max Comp Force: 1.756 k Comp Capacity : 18.464 k Comp Ratio .095 Gov Comp LC 11 Max Tens Force : 1.155 k Tens Capacity : 19.734 k Tens Ratio .059 Gov Tens LC 11 103:301*�1x9A0101011]=1GA1410N STUDS Required Cap .159 k Provided Cap 8.64 k Ratio .018 Governing LC 3 Gov Region 7 Spacing 16 in Oct 27, 2020 8:28 PM Checked By: Recd Chord Thk : 3.00 in Recd Chord Mat : Douglas Fir Base Capacity : 1.922 k CD factor 1.6 HOLD-DOWNS Required Cap 1.174k Provided Cap 3.075 k Ratio .382 Governing LC 11 s p'Wt Aso �x °g CAA ��7ja`ng D`�`y\oQ Fel Chord Force = -1.155-k (LC11)(T) Chord Force = 1.756-k (LC11)(C) HD Force= 1.174-k (LC11) HD Force = 1.174-k (LC11) RS_15/32_10d06 RISA -3D Version 17.0.4 [NA ... \... \... \... \Structural\Calculations\Shear Wall 1.r3d] Page 2 Company Case Engineering Inc. Designer EAD Job Number ICA -CO -05-20 Model Name CBA - Wheat Ridge, CO GENERAL Code Design Method Wall Material Panel Schedule Optimize HD HD Manufacturer HD Eccentricity AWC NDS-18:ASD Perforated DF AWC 2015 PLY Yes SIMPSON 9.625 i n ENVELOPED RESULTS Shear Wall 2.0 (In -Plane) ,C]x0LyAI=10 A Total Height 168 in Total Length 210 in Wall H/W Ratio : 0.80 K 1.00 Max Opening Ht : 84 in Open/Wall Ht Ratio : 0.50 Full Ht Sheathed 170 in % Full Ht Sheathed : 80.95 Oct 28, 2020 3:09 PM Checked By: MATERIALS Description Material Size Top PI DF 2-2X8 Sill DF 2X8 Wall Stud DF 2X8 Chord DF 8X8 sPbb°R pg� �e °g CAA 6 �mg, 501 y\oc Shear Panel Shear UC Shear LC Hold Down Hold Down UC Hold Down LC Chord UC Chord LC Stud UC Stud LC S1_(2)15/32_8d... 0.920 5 (W) HD19_7.25... 0.985 8 (W) 0.525 S(W) 0.020 3 DESIGN DETAILS Shear Stiffness Adjustment Factor Wall Capacity Adjustment Factor (2w/h) Aspect Ratio Factor Governing H/W Ratio Factor Nailing Capacity Increase for Wind WALL DEFLECTIONS Elastic: .023 in HD: .186 in Shear: .554 in Total: .763 in 1.00 Shear Capacity Adjustment Factor (Co) : 0.91 1.00 Total Area of Openings (Ao) 3360 in A2 1.00 Sheathing Area Ratio (r) 0.89 1.40 1.4 WALL RESULTS: Governing LC 5 (Wind) Total Shear 14.321 k Max Unit Shear : 1.107 k/ft Shear Ratio .92 SELECTED SHEAR PANEL S1_(2)15/32_8d@4 Panel Grade St -I Nail Size 8d Num Sides Two Panel Thick 0.469in Recd Pen 1.375in Over Gyp 3rd. No Reqd. Spacing : 4 in Shear Capacity : 0.860 k/ft Adjusted Cap 1.204 k/ft NOTE: AWC NDS -18 defines a 8d nail as being: 2.5" x 0.1310" common, or 2.5" x 0.113" galvanized box RISA -3D Version 17.0.4 [N:\ ... \... \... \... \Structural\Calculations\Shear Wall 2.r3d] Page 1 Company Case Engineering Inc. Designer EAD Job Number ICA -CO -05-20 Model Name CBA - Wheat Ridge, CO Shear Wall 2.0 SELECTED HOLD-DOWN: HD19_7.25_1.125_DF-SP Raised No Fastener Size 16d Recd Chord Thk AB Diameter 0.500in Num Fasteners : 8 Recd Chord Mat Base Capacity CD factor CHORDS STUDS HOLD-DOWNS Max Comp Force: 16.373 k Required Cap .173 k Required Cap Comp Capacity : 31.173 k Provided Cap 8.80 k Provided Cap Comp Ratio .525 Ratio .02 Ratio Gov Comp LC 5 Governing LC 3 Governing LC Max Tens Force : 15.822 k Gov Region 3 Tens Capacity : 36.694 k Spacing 16 in Tens Ratio .431 Gov Tens LC 8 103:301*�1x9A0101011]=1GA1410N Oct 28, 2020 3:09 PM Checked By: 7.25 in Douglas Fir 10.459 k 1.6 16.477 k 16.735 k .985 8 s p'Wt ps0 �x °g CAA iia/ng vol �h0 " N. �h� qCb A4l Fel Chord Force = -15.822-k (LC8)(T) Chord Force = 16.373-k (LC5)(C) HD Force = 16.477-k (LC8) HD Force = 16.477-k (LC8) S1_(2)15/32_8d@4 RISA -3D Version 17.0.4 [NA ... \... \... \... \Structural\Calculations\Shear Wall 2.r3d] Page 2 SIMPSON STRONG -TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com Job Name: CBA - Wheat Ridge, CO Wall Name: Shear Wall 2 Application: Balloon Framed Design Criteria: * 2018 International Bldg Code * Wind * 4000 psi concrete * ASD Design Shear = 3850 lbs * Nominal wall height = 14 ft Selected Strong -Wall® Panel Solution: End Total Axial Actudi Model Type W N T Sill Anchor Load �'t (in) in (in) Anchor Bolts (lbs) ����''(Ibs) WSW18x14 Wood 18 165.25 3.5 N/A 2-7/811 0 1 � X06 1 WSW24x14 I Wood 1 24 165.25 3.5 N/A 1 2-111 0 2; Actual Shear & Drift Distribution: �, RR Actual Allowable Actual / Actual Drift Model Relative Shear Shear Allow Drift Limit Rigidity (Ibs) (Ibs) Shear (in) (in) WSW18x14 0.31 1183 5 1245 OK 0.95 0.88 0.93 WSW24x14 0.69 1 2667 < 2685 OK 0.99 0.88 L 0.93 Notes: 1. Strong -Wall Wood Shearwalls have been evaluated to the 2018 IBC/IRC. See www.strongtie.com for additional design and installation information. 2. Anchor templates are recommended for proper anchor bolt placement, and are required in some jurisdictions. 3. The applied vertical load shall be a concentric point load or a uniformly distributed load not exceeding the allowable vertical load. Alternatively, the load may be applied anywhere along the width of the panel if imposed by a continuous bearing vertical load transfer element such as a rimboard or beam. For eccentric axial loads applied directly to the panel, the allowable vertical load shall be divided by two. 4. Panels may be trimmed to a minimum height of 74 1/2'1 . 5. Panels over 18' tall require (1) full -height 2x6 stud each side attached with 10d commons at 16" o.c. Disclaimer: It is the Designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appropriate product code reports at www.strongtie.com or contact Simpson Strong -Tie Company Inc. at 1-800-999-5099. Page 1 of 4 SIMPSON STRONG -TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com Job Name: CBA - Wheat Ridge, CO Wall Name: Shear Wall 2 Application: Balloon Framed Design Criteria: * Slab on grade - Grade beam * 2018 International Bldg Code * Wind * 4000 psi concrete PLACE ANCHOR REINFORCEMENT WHERE INDICATED BASED ON REQUIRED QUANTITY (EX, 2 TIES REQUIRED= PLACE AT LOCATIONS MARKED 1 AND 2) WSW A81 1 2 1 SHEAR REINFORCEMENT PER 4fSSW1 WSW-AB1HS. I I I I I I I WHEN REQUIRED. I I I I I 1 I I I I I I I I I 1 1 1 1 I I I I• I I I L CONTINUOUS GRADE BEAM TOP AND BOTTOM REINFORCEMENT h y BY REGISTERED DESIGN PROFESSIONAL n GRADE BEAM SHEAR TIE REINFORCEMENT BY REGISTERED DESIGN L PROFESSIONAL 5' MAX -5' MAX ;uI JEOfO (III . EQ. ER, E0. EQ. 4 WSWi.i WS4+11-1: 10' MAX. 1 Cr MAX. CLOSED TIE ANCHOR REINFORCEMENT PER TABLE GRADE BEAM ELEVATION AT 24" WALL MODEL Page 2 of 4 PLACE ANCHOR REINFORCEMENT WHERE INDICATED BASED ON REQUIRED QUANTITY (EX- 2 TIES REQUIRED! PLACE AT LOCATIONS MARKED 1 AND 2) WSW AB7lB 5 1 3 4 2 6 SHEAR REINFORCEMENT PER WSWAB718HS ( I I 1 1 1 I I I 1 1 1 51WSW1 WHEN REQUIRED. I I I I I I I I I I I I I' CONTINUOUS GRADE 8EAM TOP AND BOTTOM REINFORCEMENT ° BY REGISTERED DESIGN PROFESSIONAL J .5 GRADE BEANO 5H EAR TIE REINFORCEMENT BY REGISTERED DESIGN r ' , n PROFESSIONAL — ...... ...... 3 �.. . w 7` MAX EQUAL SPACING CLOSED TIE ANCHOR REINFORCEMENT PER TABLE GRADE BEAM ELEVATION AT 12" AND 18" WALL MODELS Page 2 of 4 SIMPSON STRONG -TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com ANCHOR REIN, NOTE- MINIMUM DISTANCES FROM THE WSW -AB NOTE: SHEAR REINFORCEMENT PER ANCHOR REINFORCEMENT 5AVSW1 WHEN REQUIRED. IS FOR ANCHORAGE ONLY. - OPTIONAL COLD JOINT GRADE BEAM DESIGN (SIZE DESIGN PROFESSIONAL (18' MIN). AND REINFORCEMENT) BY REGISTERED DESIGN PROFESSIONAL, =IIIIIC J L 1111. II III a IIIA VIII F CLOSED TIE ANCHOR REINFORCEMENT PER TABLE. �� U • • = REQUIRED 1 D' WIDTH MAY DIFFER FROM GRADE BEAM 16'+ f, - d o SHEAR TIE REINFORCEI VENT WIDTH THAT IS DESIGNED d BY REGISTERED DESIGN PROFESSIONAL_ D L L LOCATE CONTINUOUS BAR AT EACH a CORNER OF ANCHOR REINFORCEMENT u CONTINUOUS GRADE BEAM TOP AND BOTTOM REINFORCEMENT BY REGISTERED DESIGN PROFESSIONAL ANCHOR REIN, NOTE- MINIMUM DISTANCES FROM THE DIMENSIONING NOTES: ANCHOR BOLT PLATE WASHER D: DEPTH BY REGISTERED TO TOP AND BOTTOM OF CLOSED DESIGN PROFESSIONAL (24' MIN). TIE REINFORCEMENT ARE 13' W: WIDTH BY REGISTERED AND 5' RESPECTIVELY. DESIGN PROFESSIONAL (18' MIN). GRADE BEAM SECTION AT ANCHOR REINFORCEMENT OPTIONAL COLD JOINT d C d 4 b GRADE BEAM SHEAR TIE REINFORCEMENT BY REGISTERED DESIGN PROFESSIONAL D ` -- I CONTINUOUS GRADE BEAM TOP AND BOTTOM REINFORCEMENT BY REGISTERED AIIIIIu11ll DESIGN PROFESSIONAL VIII - 11111- I IIg1 n �iiil r OF DIMENSIONING NOTES: D. DEPTH BY REGISTERED DESIGN PROFESSIONAL (24' MIN)_ tiV; WIDTH BY REGISTERED DESIGN PROFESSIONAL (18' MIN). GRADE BEAM SECTION AWAY FROM ANCHOR REINFORCEMENT I 4, pbbW A49 O 0 Page 3 of 4 SIMPSON STRONG -TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com WSW GRADE BEAM ANCHOR REINFORCEMENT ANCHOR REINFORCEMENT AMPLIFIED LRFD APPLIED DESIGN STR4NG-WALL WOOD SHEAF WALL ANGHOR ANCHOR FOR WIND AND SEIS�AIC�AO SEISMIC MOMENt ID.49-f id} STANDARD HIGH STRENGTHSTANDARD � . H113H STRENGTH WIDTH jin-M PA 1`1 0E1. K D DIAMETER (m ; STRENGTH WSW -AH IHS-)1N`SW-AB STRENGTH WSW -AB �HSj VM -AB 12' rti',,]GELr 24,744 24,704 SUS-�yg r6 15IS1Y-A,B�r6HS 7�8 =' C _OSE D TiES PER G- 44 CLOSED T IES PER �.� 24' MODEL t 2- A4 CLOSED TIES PER eww' 4- #4 CLOSED TIES PER - � 7G,£ 1�3,GOD Y4�SW-A1OFi5 wf �-i �lpbotf'�Ss,o , �i"d f� 41' CAA TioTfs 1. ANCHOLi :REINFOR.CEMENT CONFORMS TO ACI 318-14 SECTION AND ACI a1 S -t 1 SECTION FULL-SCALE TESTING WAS USED TO VALIDATE ANCHOA REINFORCEMENT CONFIGURATION ANDPLAIEMENT. 2 MINIMUM CONCRETE 00Ik9PRESSIVE STRENGTH. r'C = 25DO Psi. 3. CLOSED TI E ANCHOR REIMFORCEMENT TO BE ASTM A615 GRADE Ba (MIN 114 REBAR. 4. GRADE BEAM LONGITUDINAL AND TIE RES"CEMENT SRALC BE SPESIFIED BY THE MGISTERED DESIGN PROFESSIONAL FOR FLEXURE AND SHEAR LOAD1116 DESIGN SHOULD CONSIDER PROJECT SMIFIC DESIGN LOADS AND ALLOWABLE SOIL PIRESSURE. 5. SIMPSON STRONG -TIE RECOMMENDS US IN;G THE TABULATED MINIMUM AMPiI FIED LRFD }APPLIED SEISMIC DESIM MOMENT TO ENSU RE GRADE BEAM DE,,GIGN FLE KURE ARID SHEAR STRENGTH 15 AOEUQUATE TC:1 PREVENT PLASTIC HINGE FI}RMATION UNDER DEMANDS ASSOCIATED WITH AIVCHORALGE FORGESSDRAESPMDIW TO ACI 310-14 SEGTION 17.2.3.4.3 Aj%ID A1C1313-11 SECTION D.3.3.4.3. 6. DESIGNER MAY USE REDUCED MOMENT O`UE TD APPLIEI] WMV LATERAL LOAD. MINIMUM MOMENT SHALL BE THE LESSER OF THE TABULATED MOMENT OR THE AMPLIFIED LHFIO DESIGN WwNT FOR SEISMIC. (ASD DESIGN DEMAND SHEAPA.7) x Ela x 1U V WALL HEIGHT FIR GRADE BEAM DESIGN. F. MIN Ifs UM GRADE BEAM DESrGN WMENT FOR WIND AND SEISMIC I N SEISM IG DESPGN OATEO0Fre A AND B AND DETACHEO 1 AND 2 FAM ILY DWELLINGS Ito SDC O: DASD DESIGN DEMAND SHEAFI O,B) x WSW FALL HEIGHT, S. CLOSED TI E MAY BE S INGLE PIECE HOOP OR TWO PIECE ASSEMOLY WITH A U-STIRRi1P WITH STANDARD 135 DEGREE :HOI)KS AND A TOP CROSS TIE CAF' SEE DETAIL &W-SW1-1- 9. SEE DETAILS FOR GRADE BEAAA ANGHDR REINFORCEMENT PLACEMENT, INSTALLATION AND SPACING REQU IRENIENTG. GEOSEH TIE AKH41R KINFOROEMENT DIJANTITY I$ PER WALL FOR THE I Z AND 1 B' WALL MODELS, AN D PER ANCHOR FOR TIfE 24' MODEL. WSW -AB ANCHOR GRADE BEAD REINFORCEMENT AND DESIGN MOMENTS Page 4 of 4 Company Case Engineering Designer EAD Total Length Job Number ICA -CO -05-20 Model Name CBA - Wheat Ridge, CO K 1.00 GENERAL Wall Stud Code AWC NDS-18:ASD Design Method Segmented Wall Material DF Panel Schedule User Selected Sel. Shear Panel: RS_15/32_10d@4 Shear Wall 3.0 (In -Plane) ,C]x0]Ptl=10WA Total Height 168 in Total Length 400 in Max H/W Ratio : 0.42 K 1.00 Oct 28, 2020 5:15 PM Checked By: MATERIALS Description Material Size Top PI DF 2-2X8 Sill DF 2X8 Wall Stud DF 2X8 Chord DF 2-2X8 DESIGN DETAILS ENVELOPED RESULTS sPbb°R pg� �e °g CAA � c /ng 501 y�o Controlling Shear Region Shear Panel Shear UC Shear LC Controlling Hold Down Hold Down UC Hold Down LC Chord UC Chord LC Stud UC Stud LC R1 RS 15/32 1... 0.749 5 (W) HDU8-SDS... 0.927 11 (W) 0.374 S(W) 0.009 1 REGION INFORMATION Full -Height Region Label H/W Ratio Shear UC Shear LC Hold -Down Hold -Down UC Hold -Down LC Chord UC Chord LC Stud UC Stud LC R1 0.42 0.749 5 (W) HDU8-SDS2.5 .. 0.927 11 (W) 0.374 5 (W) 0.009 1 DEFLECTION RESULTS Maximum Region Deflection (in) Deflection LC Finite Element Deflection (in) Shear Stiffness Adjustment Factor (SSAF) .446(R1) 5 .499 1 RISA -3D Version 17.0.4 [N:\ ... \... \... \... \Structural\Calculations\Shear Wall 3.r3d] Page 1 Company Case Engineering .009 Required Cap .04 kfin .tAs�°na Oct 28, 2020 Designer EAD k .749 k 5:20 PM Job Number ICA -CO -05-20 -ft CHORDS P Checked By: Model Name CBA - Wheat Ridge, CO Shear Wall 3.0: R1 (In -Plane) Max: 1.911 at 0 in .374 CRITERIA MATERIALS Max: 225.0 at 0 in GEOMETRY Tens Capacity : Code AWC NDS-18:ASD Wall Studs DF Total Height 168 in Stud Size 2X8 Total Length 400 in Wall Material DF Chord Material DF Region H/W 0.42 Panel Schedule User Selected Chord Size 2-2X8 Cap. Adj. (2w/h) : 1.00 Aspect Ratio 1.00 Optimize HD Yes Top PI & Sill DF Gov. H/W Cap. : 1.40 HD Manufacturer: SIMPSON Top PI Size 2-2X8 Wind ASIF 1.4 Sill PI Size 2X8 Stud Spacing 16 in K 1.00 HD Eccentricity : 3 in ENVELOPE DIAGRAMS DESIGN SUMMARY Min: 0 at 168 in .009 Required Cap .04 kfin .tAs�°na Min: .008 at 168 in .054 Win "P k .749 k 5 (Wind k -ft CHORDS P V 6.873 k M 18.368 k Max: 1.911 at 0 in .374 Max: -16.069 at 84 in Max: 225.0 at 0 in 6.226 k SHEAR PANEL .009 Required Cap .04 kfin .tAs�°na Provided Cap .054 Win "P Ratio .749 Governing LC 5 (Wind Ratio .927 CHORDS aing 5041 Max Comp Force: 6.873 k Comp Capacity : 18.368 k Comp Ratio .374 Gov Comp LC 5 Max Tens Force : 6.226 k Tens Capacity : 24.012 k Tens Ratio .259 Gov Tens LC 11 STUDS Required Cap .073 k Provided Cap 8.049 k Ratio .009 Governing LC 1 HOLD-DOWNS Required Cap 6.272 k Provided Cap 6.765 k Ratio .927 Governing LC 11 DEFLECTIONS Flexure Comp .009 in Shear Comp .397 in HD Elong .04 in Tot Deflection .446 in Governing LC 5 RISA -3D Version 17.0.4 [N:\ ... \... \... \... \Structural\Calculations\Shear Wall 3.r3d] Page 1 Company Case Engineering Designer EAD Job Number ICA -CO -05-20 Model Name CBA - Wheat Ridge, CO DESIGN DETAILS SELECTED SHEAR PANEL Panel Grade RS Panel Thick 0.469 in Shear Wall 3.0 : R1 RS_15/32_10d@4 Nail Size Reqd Pen Reqd. Spacing NOTE: AWC NDS -18 defines a 10d nail as being Oct 28, 2020 5:20 PM Checked By: 10d Num Sides One 1.500 in Over Gyp Brd. No 4 in Shear Capacity : 0.038 Win Adjusted Cap 0.054 Win 3.0" x 0.1480" common, or 3.0" x 0.122" galvanized box SELECTED HOLD-DOWN: HDU8-SDS2.5 3 DF -SP Min Chord Thk : 3.00 in Bolt Size: 0 in Base Cap(CD=1): 4.228 k Reqd Chord Mat : Douglas Fir CD factor 1.6 Adjusted Cap 6.765 k SPbu°n,yss CAA OC CROSS SECTION DETAILING <L ..0111 5%,4 N C L6 N 1 A Chord Force = -i HD Force = 6.27 RS_15/32_10d@4 (LC5)(C) k (LC11) RISA -31D Version 17.0.4 [N:\ ... \... \... \... \Structural\Calculations\Shear Wall 3.r3d] Page 2 Company Case Engineering Designer EAD Total Length Job Number ICA -CO -05-20 Model Name CBA - Wheat Ridge, CO K 1.00 GENERAL Wall Stud Code AWC NDS-18:ASD Design Method Segmented Wall Material DF Panel Schedule User Selected Sel. Shear Panel: RS_15/32_10d@6 Shear Wall A (In -Plane) ,C]x0]Ptl=10WA Total Height 14 ft Total Length 130.292 ft Max H/W Ratio : 0.11 K 1.00 Oct 29, 2020 6:27 PM Checked By: MATERIALS Description Material Size Top PI DF 2-2X8 Sill DF 2X8 Wall Stud DF 2X8 Chord DF 2-2X8 DESIGN DETAILS ENVELOPED RESULTS z p'wq'yss Controlling Shear Region Shear Panel Shear UC Shear LC Controlling Hold Down Hold Down UC Hold Down LC Chord UC Chord LC d ud U R1 RS 15/32 1... 0.075 7 (W) Not Req'd NC NC 0.065 9 (W) &116 4. o� "Ing DIN— REGION INFORMATION Full-Height Region Label H/W Ratio Shear UC Shear LC Hold -Down Hold -Down UC Hold -Down LC Chord UC Chord LC Stud UC Stud LC R1 0.11 0.075 7(W) Not Req'd NC INC 0.065 9 (W) 0.116 4 DEFLECTION RESULTS Maximum Region Deflection (in) Deflection LC Finite Element Deflection (in) Shear Stiffness Adjustment Factor (SSAF) .033(R1) 7 .071 1 RISA -3D Version 17.0.4 [N:\ ... \... \... \... \Structural\Calculations\Shear Wall A.r3d] Page 1 Company Case Engineering Designer EAD Job Number ICA -CO -05-20 Model Name CBA - Wheat Ridge, CO CRITERIA 2-2X8 Code AWC NDS-18:ASD Wall Material DF Panel Schedule User Selected Optimize HD Yes HD Manufacturer: SIMPSON ENVELOPE DIAGRAMS Shear Wall A: R1 (In -Plane) MATERIALS Wall Studs DF Stud Size 2X8 Chord Material DF Chord Size 2-2X8 Top PI & Sill DF Top PI Size 2-2X8 Sill PI Size 2X8 Min: 92.181 at 14 ft Total Height Min: -44.487 at 0 ft k k 0.11 k -ft P V Gov. H/W Cap. M Wind ASIF Max: 99.346 at 0 ft Max: 4.237 at 7 ft 16 in Max: -.002 at 14 ft Oct 29, 2020 6:29 PM Checked By: GEOMETRY Total Height 14 ft Total Length 130.292 ft Region H/W 0.11 Cap. Adj. (2w/h) : 1.00 Aspect Ratio 1.00 Gov. H/W Cap. : 1.40 Wind ASIF 1.4 Stud Spacing 16 in K 1.00 Required Cap .033 kJft wl Provided Cap .434 a,AA ps °off Ratio .075 6° Governing LC 7 (Windy CHORDS < ��/ . C Max Comp Force: 1.193 k '10'i' Dt�`y�o Comp Capacity : 18.368 k Comp Ratio .065 Gov Comp LC 9 Max Tens Force : 0 k Tens Capacity : 24.012 k Tens Ratio 0 Gov Tens LC N/A STUDS Required Cap 1.003k Provided Cap 8.634 k Ratio .116 Governing LC 4 HOLD-DOWNS Hold -Downs are not required DEFLECTIONS Flexure Comp 0 in Shear Comp .033 in HD Elong 0 in Tot Deflection .033 in Governing LC 7 RISA -3D Version 17.0.4 [N:\ ... \... \... \... \Structural\Calculations\Shear Wall A.r3d] Page 1 Company Case Engineering Designer EAD Job Number ICA -CO -05-20 Model Name CBA - Wheat Ridge, CO DESIGN DETAILS SELECTED SHEAR PANEL Panel Grade RS Panel Thick 0.469 in Shear Wall A : R1 RS_15/32_10d@6 Nail Size Reqd Pen Reqd. Spacing NOTE: AWC NDS -18 defines a 10d nail as being 1-1=14xoil "91:1014111910110101 103:301*�1x6A0101011]=1G11410N C L6 N 1 None required Chord Force= 1.193-k Oct 29, 2020 6:29 PM Checked By: 10d Num Sides One 1.250 in Over Gyp 3rd. No 6 in Shear Capacity : 0.310 k/ft Adjusted Cap 0.434 k/ft 3.0" x 0.1480" common, or 3.0" x 0.122" galvanized box Ian i., RS_15/32_10d@6 Force = 1.003-k (LC4)(C) s Pbb°R pg� �x °g CAA a`ng 501 y\o� RISA -31D Version 17.0.4 [N:\ ... \... \... \... \Structural\Calculations\Shear Wall A.r3d] Page 2 SIMPSON STRONG -TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com Job Name: CBA - Wheat Ridge, CO Wall Name: Shear Wall C Application: Balloon Framed Design Criteria: * 2018 International Bldg Code * Wind * 4000 psi concrete * ASD Design Shear = 4237 lbs * Nominal wall height = 14 ft Selected Strong -Wall® Panel Solution: End Total Axial Actudi Model Type W N T Sill Anchor Load �'t (in) in (in) Anchor Bolts (lbs) ����''(Ibs) WSW18x14 Wood 18 165.25 3.5 N/A 2 - 7/8" 0 1 8 I WSW18x14 I Wood 18 165.25 3.5 N/A 2-7/811 0 1 WSW18x14 Wood I 18 165.25 3.5 N/A I 2-7/811 I 0 12538 Ib ©\, WSW18x14 Wood _ 18 165.25 3.5 N/A 2-7/8 " _ 0 � 'Z 38 Ih J��` Actual Shear & Drift Distribution: RR Actual Allowable Actual / Actual Drift Model Relative Shear Shear Allow Drift Limit Rigidity (lbs) (lbs) Shear (in) (in) WSW18x14 0.25 1059 1245 OK 0.85 0.79 0.93 WSW18x14 0.25 1059 1245 OK 0.85 I 0.79 0.93 WSW18x14 0.25 1059 1245 OK 0.85 0.79 0.93 WSW18x14 I 0.25 I 1059 < 1245 OK 1 0.85 I 0.79 I 0.93 Notes: 1. Strong -Wall Wood Shearwalls have been evaluated to the 2018 IBC/IRC. See www.strongtie.com for additional design and installation information. 2. Anchor templates are recommended for proper anchor bolt placement, and are required in some jurisdictions. 3. The applied vertical load shall be a concentric point load or a uniformly distributed load not exceeding the allowable vertical load. Alternatively, the load may be applied anywhere along the width of the panel if imposed by a continuous bearing vertical load transfer element such as a rimboard or beam. For eccentric axial loads applied directly to the panel, the allowable vertical load shall be divided by two. 4. Panels may be trimmed to a minimum height of 74 1/2'1 . 5. Panels over 18' tall require (1) full -height 2x6 stud each side attached with 10d commons at 16" o.c. Disclaimer: It is the Designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appropriate product code reports at www.strongtie.com or contact Simpson Strong -Tie Company Inc. at 1-800-999-5099. Page 1 of 4 SIMPSON STRONG -TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com Job Name: CBA - Wheat Ridge, CO Wall Name: Shear Wall C Application: Balloon Framed Design Criteria: * Slab on grade - Grade beam * 2018 International Bldg Code * Wind * 4000 psi concrete PLACE ANCHOR REINFORCEMENT WHERE INDICATED BASED ON REQUIRED QUANTITY (EX, 2 TIES REQUIRED= PLACE AT LOCATIONS MARKED 1 AND 2) WSW A81 1 2 1 SHEAR REINFORCEMENT PER 4fSSW1 WSW-AB1HS. I I I I I I I WHEN REQUIRED. I I I I I 1 I I I I I I I I I 1 1 1 1 I I I I• I I I L CONTINUOUS GRADE BEAM TOP AND BOTTOM REINFORCEMENT h y BY REGISTERED DESIGN PROFESSIONAL n GRADE BEAM SHEAR TIE REINFORCEMENT BY REGISTERED DESIGN L PROFESSIONAL 5' MAX -5' MAX ;uI JEOfO (III . EQ. ER, E0. EQ. 4 WSWi.i WS4+11-1: 10' MAX. 1 Cr MAX. CLOSED TIE ANCHOR REINFORCEMENT PER TABLE GRADE BEAM ELEVATION AT 24" WALL MODEL Page 2 of 4 PLACE ANCHOR REINFORCEMENT WHERE INDICATED BASED ON REQUIRED QUANTITY (EX- 2 TIES REQUIRED! PLACE AT LOCATIONS MARKED 1 AND 2) WSW AB7lB 5 1 3 4 2 6 SHEAR REINFORCEMENT PER WSWAB718HS ( I I 1 1 1 I I I 1 1 1 51WSW1 WHEN REQUIRED. I I I I I I I I I I I I I' CONTINUOUS GRADE 8EAM TOP AND BOTTOM REINFORCEMENT ° BY REGISTERED DESIGN PROFESSIONAL J .5 GRADE BEANO 5H EAR TIE REINFORCEMENT BY REGISTERED DESIGN r ' , n PROFESSIONAL — ...... ...... 3 �.. . w 7` MAX EQUAL SPACING CLOSED TIE ANCHOR REINFORCEMENT PER TABLE GRADE BEAM ELEVATION AT 12" AND 18" WALL MODELS Page 2 of 4 SIMPSON STRONG -TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com ANCHOR REIN, NOTE- MINIMUM DISTANCES FROM THE WSW -AB NOTE: SHEAR REINFORCEMENT PER ANCHOR REINFORCEMENT 5AVSW1 WHEN REQUIRED. IS FOR ANCHORAGE ONLY. - OPTIONAL COLD JOINT GRADE BEAM DESIGN (SIZE DESIGN PROFESSIONAL (18' MIN). AND REINFORCEMENT) BY REGISTERED DESIGN PROFESSIONAL, =IIIIIC J L 1111. II III a IIIA VIII F CLOSED TIE ANCHOR REINFORCEMENT PER TABLE. �� U • • = REQUIRED 1 D' WIDTH MAY DIFFER FROM GRADE BEAM 16'+ f, - d o SHEAR TIE REINFORCEI VENT WIDTH THAT IS DESIGNED d BY REGISTERED DESIGN PROFESSIONAL_ D L L LOCATE CONTINUOUS BAR AT EACH a CORNER OF ANCHOR REINFORCEMENT u CONTINUOUS GRADE BEAM TOP AND BOTTOM REINFORCEMENT BY REGISTERED DESIGN PROFESSIONAL ANCHOR REIN, NOTE- MINIMUM DISTANCES FROM THE DIMENSIONING NOTES: ANCHOR BOLT PLATE WASHER D: DEPTH BY REGISTERED TO TOP AND BOTTOM OF CLOSED DESIGN PROFESSIONAL (24' MIN). TIE REINFORCEMENT ARE 13' W: WIDTH BY REGISTERED AND 5' RESPECTIVELY. DESIGN PROFESSIONAL (18' MIN). GRADE BEAM SECTION AT ANCHOR REINFORCEMENT OPTIONAL COLD JOINT d C d 4 b GRADE BEAM SHEAR TIE REINFORCEMENT BY REGISTERED DESIGN PROFESSIONAL D ` -- I CONTINUOUS GRADE BEAM TOP AND BOTTOM REINFORCEMENT BY REGISTERED AIIIIIu11ll DESIGN PROFESSIONAL VIII - 11111- I IIg1 n �iiil r OF DIMENSIONING NOTES: D. DEPTH BY REGISTERED DESIGN PROFESSIONAL (24' MIN)_ tiV; WIDTH BY REGISTERED DESIGN PROFESSIONAL (18' MIN). GRADE BEAM SECTION AWAY FROM ANCHOR REINFORCEMENT I 4, pbbW A49 O 0 Page 3 of 4 SIMPSON STRONG -TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com WSW GRADE BEAM ANCHOR REINFORCEMENT ANCHOR REINFORCEMENT AMPLIFIED LRFD APPLIED DESIGN STR4NG-WALL WOOD SHEAF WALL ANGHOR ANCHOR FOR WIND AND SEIS�AIC�AO SEISMIC MOMENt ID.49-f id} STANDARD HIGH STRENGTHSTANDARD � . H113H STRENGTH WIDTH jin-M PA 1`1 0E1. K D DIAMETER (m ; STRENGTH WSW -AH IHS-)1N`SW-AB STRENGTH WSW -AB �HSj VM -AB 12' rti',,]GELr 24,744 24,704 SUS-�yg r6 15IS1Y-A,B�r6HS 7�8 =' C _OSE D TiES PER G- 44 CLOSED T IES PER �.� 24' MODEL t 2- A4 CLOSED TIES PER eww' 4- #4 CLOSED TIES PER - � 7G,£ 1�3,GOD Y4�SW-A1OFi5 wf �-i �lpbotf'�Ss,o , �i"d f� 41' CAA TioTfs 1. ANCHOLi :REINFOR.CEMENT CONFORMS TO ACI 318-14 SECTION AND ACI a1 S -t 1 SECTION FULL-SCALE TESTING WAS USED TO VALIDATE ANCHOA REINFORCEMENT CONFIGURATION ANDPLAIEMENT. 2 MINIMUM CONCRETE 00Ik9PRESSIVE STRENGTH. r'C = 25DO Psi. 3. CLOSED TI E ANCHOR REIMFORCEMENT TO BE ASTM A615 GRADE Ba (MIN 114 REBAR. 4. GRADE BEAM LONGITUDINAL AND TIE RES"CEMENT SRALC BE SPESIFIED BY THE MGISTERED DESIGN PROFESSIONAL FOR FLEXURE AND SHEAR LOAD1116 DESIGN SHOULD CONSIDER PROJECT SMIFIC DESIGN LOADS AND ALLOWABLE SOIL PIRESSURE. 5. SIMPSON STRONG -TIE RECOMMENDS US IN;G THE TABULATED MINIMUM AMPiI FIED LRFD }APPLIED SEISMIC DESIM MOMENT TO ENSU RE GRADE BEAM DE,,GIGN FLE KURE ARID SHEAR STRENGTH 15 AOEUQUATE TC:1 PREVENT PLASTIC HINGE FI}RMATION UNDER DEMANDS ASSOCIATED WITH AIVCHORALGE FORGESSDRAESPMDIW TO ACI 310-14 SEGTION 17.2.3.4.3 Aj%ID A1C1313-11 SECTION D.3.3.4.3. 6. DESIGNER MAY USE REDUCED MOMENT O`UE TD APPLIEI] WMV LATERAL LOAD. MINIMUM MOMENT SHALL BE THE LESSER OF THE TABULATED MOMENT OR THE AMPLIFIED LHFIO DESIGN WwNT FOR SEISMIC. (ASD DESIGN DEMAND SHEAPA.7) x Ela x 1U V WALL HEIGHT FIR GRADE BEAM DESIGN. F. MIN Ifs UM GRADE BEAM DESrGN WMENT FOR WIND AND SEISMIC I N SEISM IG DESPGN OATEO0Fre A AND B AND DETACHEO 1 AND 2 FAM ILY DWELLINGS Ito SDC O: DASD DESIGN DEMAND SHEAFI O,B) x WSW FALL HEIGHT, S. CLOSED TI E MAY BE S INGLE PIECE HOOP OR TWO PIECE ASSEMOLY WITH A U-STIRRi1P WITH STANDARD 135 DEGREE :HOI)KS AND A TOP CROSS TIE CAF' SEE DETAIL &W-SW1-1- 9. SEE DETAILS FOR GRADE BEAAA ANGHDR REINFORCEMENT PLACEMENT, INSTALLATION AND SPACING REQU IRENIENTG. GEOSEH TIE AKH41R KINFOROEMENT DIJANTITY I$ PER WALL FOR THE I Z AND 1 B' WALL MODELS, AN D PER ANCHOR FOR TIfE 24' MODEL. WSW -AB ANCHOR GRADE BEAD REINFORCEMENT AND DESIGN MOMENTS Page 4 of 4 Earth Science LLC Job No. 3129JS097 6.3 Foundations The proposed building can be supported by spread footings provided that the owner is willing to accept the risk foundation movement due to shrink/swell of the expansive clays. The entire building area should be overexcavated to a minimum depth of 10 feet below the proposed final grade. The overexcavation should then be backfilled with the on-site soil placed and compacted in accordance with the recommendations presented in Section 7.6. Foundation subgrade preparation is discussed in greater detail in the Earthwork section of this report. Foundations can be designed for a maximum net allowable bearing capacity of up to 2,500 pounds per square foot (psf). The allowable bearing capacity applies to dead load plus design live load conditions. The allowable bearing capacity includes a factor of safety of at least 3.0. s Pbbott Asso Resistance to lateral loads will be provided by the passive earth pressure acting again theA A footings and the frictional resistance acting along the base of the footings. An ulti passive earth pressure resistance of 280 pounds per square foot per foot (pftd, is 106, recommended for design. A coefficient of sliding resistance of 0.35 is recommended ygrolq design. The lateral load resistance should incorporate a factor of safety of at least 1.5 The foundations should bear a minimum of 36 inches below the final adjacent site grade for frost considerations. Strip footings should have a minimum width of 16 inches and isolated column pad foundations should have a minimum dimension of 24 inches. The strip footings should be designed a rigid grade beams containing both top and bottom reinforcement in order to reduce the potential for distress due to anticipated foundation movement. It is estimated that the total post -construction movement of foundations supported as recommended herein will be on the order of 1 inch. It is estimated that the differential movement between comparably sized and loaded foundations could equal the total foundation movement. Additional foundation movement can occur if water from any source infiltrates the foundation subgrade. Therefore, it is essential that proper drainage be provided in the final design and during construction. All footings, stem walls, and masonry walls should be reinforced to reduce the potential for distress caused by differential foundation movement. The use of joints at openings and other discontinuities in masonry walls is recommended. Joints should also be closely spaced along the length of masonry site retaining walls and screen walls to accommodate minor differential foundation movement. 5 Beam: Spread Footings Shape: CRECT28X24 Material: Conc4000NW Length: 130.292 ft Start: R3D N1 End: R3D N3 Code Check: 0.122 (bending) Report Based On 97 Sections Stress Block: Parabolic 3.38 at 0 ft Gov Mu Bot -8.206 k -ft Gov Vu 1.547 k 1.547 at 127.577 ft phi*Mn Bot A k VY k Tension Bar Fy 60 ksi Vz k .145 k/ftA3 -1.425 at 127.577 ft Shear Bar Fy 60 ksi 3.666 at 4.072 ft 1 F'c 4 ksi 9.098 at 119.434 ft 3644 ksi Mz k -ft Min 1 Bar Dia Spac. T k -ft My k -ft Shear Rebar Set ASTM A615 8.206 at 120.791 ft s p'Wt ps0 �e °g cf CAA 6 p'Rg 501 y\oc Beam Design does not consider axial, weak axis'M' Moments, nor weak axis'V' Forces. ACl 318-11 Code Check Top Bending Check 0.122 (LC 17) Bot Bending Check 0.110 (LC 20) Shear Check 0.025 (y) (LC 17) Location 119.434 ft Location 120.791 ft Location 127.577 ft Gov Mu Top 9.098 k -ft Gov Mu Bot -8.206 k -ft Gov Vu 1.547 k phi*Mn Top 74.736 k -ft phi*Mn Bot 74.736 k -ft phi*Vn 62.098 k Tension Bar Fy 60 ksi Concrete Weight .145 k/ftA3 Shear Bar Fy 60 ksi k 1 F'c 4 ksi E Concrete 3644 ksi Flex. Rebar Set ASTM A615 Min 1 Bar Dia Spac. Yes Legs/Stirrup 1 Shear Rebar Set ASTM A615 Flex. Bars 2 #5 , 2 #5 Shear Bars #3@24in Span Information Span Span Length (ft) I -Face Dist. (in) J -Face Dist. (in) 1 0-130.3 0 0 Soil Bearing Span Pressure (ksf) Allowable (ksf) Point UC 1 .743 2.5 R3D_N3 .297 RISAFoundation Version 11.0.4 [N:\ ... \... \... \... \Structural\Calculations\Shear Wall A.r3d] Page 1 Rebar Detailing, center to center of each span(Units: in) 24 00 N Start Top View Elevation M M Middle Span 1 Graphical Plot of Required Area of Steel(Units: in A2) 0 -.o7 563.5 563.5 s PbboR pg� �e °4 CAA OG�a`ng 501 y\o� End WoodWorks ®R COMPANY PROJECT Christian Brothers Automotive Kipling Street & W. 38th Avenue Wheat Ridge, CO 80033 Entry 1 Beam.wwb Oct. 30, 2020 02:29 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit Bearing: psi fv/Fv' = 0.23 tern Start End Start End psi DL Dead Point 0.54 = L/240 5.81 1081 lbs RLL Roof live Point 0.54 5.81 960 lbs Snow Snow Point 0.10 6.27 1920 lbs Self -weight Dead Full UDL Load comb #3 9.3 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 11.587' M 11D.7 Unfactored: Dead Snow Roof Live Factored: Total 589 875 479 ��� 9 l� 5 481 1464 Shear 1637 Bearing: psi fv/Fv' = 0.23 Bending(+) fb = 1897 Fb' = 2621 psi Capacity Live Defl'n 0.20 = L/634 0.54 = L/240 Beam 14437 Total Defl'n 14437 Support 13320 0.54 13320 Des ratio Beam 0.10 0.11 Support 0.11 0.12 Load comb #3 #3 Length 5.50 5.50 Min req'd 0.60** 0.68** Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.11 1.11 Fcp sup 1 625 625 **Minimum bearing length governed by the required width of the supporting member. Entry 1 Beam LVL n -ply, 1.8E, 2200Fb, 1-3/4"x9-1/4", 2 -ply (3-1/2"x9-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Total length: 11.59'; Clear span: 10.67'; Volume = 2.6 cu.ft. Lateral support: top = continuous, bottom = continuous This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 76 Fv' = 328 psi fv/Fv' = 0.23 Bending(+) fb = 1897 Fb' = 2621 psi fb/Fb' = 0.72 Live Defl'n 0.20 = L/634 0.54 = L/240 in 0.38 Total Defl'n 0.39 = L/333 0.71 = L/180 in 0.54 ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Entry 1 Beam.wwb Additional Data: WoodWorks® Sizer 2019 (Update 1) FACTORS: F/E(psi) CD CM Ct CL CV Fv' 285 1.15 - 1.00 - - Fb'+ 2200 1.15 - 1.00 1.000 1.036 Fcp' 750 - - 1.00 - - E' 1.8 million - 1.00 - - Eminy' 0.93 million - 1.00 - - CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D+S Bending(+): LC #3 = D+S Deflection: LC #3 = D+S (live) LC #3 = D+S (total) Bearing Support 1 - LC #3 = D+S Support 2 - LC #3 = D+S Cfu Cr Cfrt Ci Cn LC# - - 1.00 - 1.00 3 - 1.00 1.00 - - 3 - 1.00 - - - - 1.00 - - 3 - 1.00 - - 3 Page 2 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 CALCULATIONS: V max = 1633, V design = 1633 lbs; M(+) = 7889 lbs -ft EI = 207.75e06 lb-in^2/ply pbuo�rgss "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Design Notes: 1%11r_V01_1 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2018), th8>National Design Specification (NDS 2018), and NDS Design Supplement. d/ng ox,4 F. 2. Please verify that the default deflection limits are appropriate for your application. — 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 4. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 5. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire -retardant treatment - no notches 6. BUILT-UP SCL: Contact manufacturer for connection details when side -loaded or when loads are not applied equally to all plies. 7. SCL deflection is based on apparent modulus of elasticity (MoE) that incorporates the effect of shear deflection. Sizer does not currently calculate shear deflection separately using true MoE. WoodWorks ®R COMPANY PROJECT Christian Brothers Automotive Kipling Street & W.38th Avenue Wheat Ridge, CO 80033 Entry Rafters.wwb Oct. 30, 2020 02:34 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 587 tern Start End Start End DL Dead Full Area No 15.00(24.011) psf RLL Roof live Full Area No 953 20.00(24.011) psf SL Snow Full Area Yes 30.00(24.011) psf Self -weight Dead Full UDL No 715 2.8 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : M 2' 14.174, 010 �01.0 CAA //06g 00. •O 8' Unfactored: Dead Snow Roof Live Factored: Total 280 307 205 158 178 116 587 336 Bearing: F'theta 953 953 Capacity Joist 4824 715 Support 2109 - Des ratio Joist 0.12 0.47 Support 0.28 - Load comb #3 #5 Length 3.00 0.50* Min req'd 0.84** 0.50* Cb 1.13 1.00 Cb min 1.45 1.00 Cb support 1.25 - Fcp sup 375 - *Minimum bearing length setting used: 1/2" for end supports **Minimum bearing length governed by the required width of the supporting member. Entry Rafters Lumber -soft, S. Pine, No.2, 2x8 (1-1/2'W-1/4") Supports: 1 - Timber -soft Beam, S. Pine No.2 ; 2 - Hanger; Roof joist spaced at 24.0" c/c; Total length: 14.17'; Clear span: 3.125', 9.757'; Volume = 1.1 cu.ft.; Pitch: 16/12 Lateral support: top = continuous, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Entry Rafters.wwb Wood Works® Sizer 2019 (Update 1) Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 27 Fv' = 201 psi fv/Fv' = 0.14 Bending(+) fb = 397 Fb' = 1223 psi fb/Fb' = 0.32 Bending(-) fb = 209 Fb' = 869 psi fb/Fb' = 0.24 Deflection: Interior Live 0.06 = < L/999 0.50 = L/240 in 0.13 Total 0.14 = L/880 0.67 = L/180 in 0.20 Cantil. Live -0.06 = L/712 0.33 = L/120 in 0.17 Total -0.10 = L/386 0.44 = L/90 in 0.23 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci Cn Fv' 175 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 Fb'+ 750 1.15 1.00 1.00 1.000 1.233 - 1.15 1.00 1.00 - Fb'- 750 1.15 1.00 1.00 0.711 1.233 - 1.15 1.00 1.00 - Fcp' 565 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D+S Bending(+): LC #5 = D+S (pattern: sS) Bending(-): LC #3 = D+S Deflection: LC #5 = (live) LC #5 = (total) Bearing Support 1 - LC #3 = D+S Support 2 - LC #5 = D+S (pattern: sS) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 CALCULATIONS: V max = 229, V design = 199 lbs; M(+) = 435 lbs -ft; M(-) = 229 lbs -ft EI = 66.69e06 lb-in^2 "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 LC# 3 5 3 5 5 Pb�,�Asso yes c cf dm CAA ,r Lateral stability(-): Lu = 10.00' Le = 16.19' RB = 25.0; Lu based on full span Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2018), the National Design Specification (NDS 2018), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. c C� WoodWorks COMPANY PROJECT Christian Brothers Automotive Kipling Street & W.38th Avenue Wheat Ridge, CO 80033 Ridge Beam.wwb Oct. 30, 2020 02:42 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit Bearing: psi fv/Fv' = 0.25 tern Start End Start End psi DL Dead Triangular 1.10 = L/240 0.00 22.06 138.0 0.0 plf RLL Roof live Triangular 0.91 0.00 22.06 138.0 0.0 plf SL Snow Triangular 0.15 0.83 22.48 138.0 0.0 plf Self -weight Dead Full UDL Load comb #2 11.3 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 22.918' M 22.06' Unfactored: Dead Snow Roof Live Factored: Total 1168 977 1043 Design Value - - 6041 516 I •I '19 I 2212 Shear 1121 Bearing: psi fv/Fv' = 0.25 Bending(+) fb = 1460 Fb' = 2220 psi Capacity Live Defl'n 0.50 = L/529 1.10 = L/240 Beam 14437 Total Defl'n 14437 Support 13320 0.91 13320 Des ratio Beam 0.15 0.08 Support 0.17 0.08 Load comb #2 #3 Length 5.50 5.50 Min req'd 0.91** 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.11 1.11 Fcp sup 1 625 625 *Minimum bearing length setting used: 1/2" for end supports **Minimum bearing length governed by the required width of the supporting member. Ridge Beam LVL n -ply, 1.8E, 2200Fb, 1-3/4"x11-1 /4", 2 -ply (3-1/2"A 1-1 /4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Total length: 22.92'; Clear span: 22.001'; Volume = 6.3 cu.ft. Lateral support: top = continuous, bottom = continuous This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 70 Fv' = 285 psi fv/Fv' = 0.25 Bending(+) fb = 1460 Fb' = 2220 psi fb/Fb' = 0.66 Live Defl'n 0.50 = L/529 1.10 = L/240 in 0.45 Total Defl'n 1.33 = L/198 1.47 = L/180 in 0.91 ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Ridge Beam.wwb Additional Data: WoodWorks® Sizer 2019 (Update 1) FACTORS: F/E(psi) CD CM Ct CL CV Fv' 285 1.00 - 1.00 - - Fb'+ 2200 1.00 - 1.00 1.000 1.009 Fcp' 750 - - 1.00 - - E' 1.8 million - 1.00 - - Eminy' 0.93 million - 1.00 - - CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+Lr Bending(+): LC #2 = D+Lr Deflection: LC #3 = D+S (live) LC #3 = D+S (total) Bearing Support 1 - LC #2 = D+Lr Support 2 - LC #3 = D+S Cfu Cr Cfrt Ci Cn LC# - - 1.00 - 1.00 2 - 1.00 1.00 - - 2 - 1.00 - - - - 1.00 - - 3 - 1.00 - - 3 Page 2 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 CALCULATIONS: V max = 2097, V design = 1833 lbs; M(+) = 8984 lbs -ft EI = 373.75e06 lb-in^2/ply pb�'�Ays "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Design Notes: 1%11r_V01_1 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2018), th8>National Design Specification (NDS 2018), and NDS Design Supplement. d/ng ox,4 F. 2. Please verify that the default deflection limits are appropriate for your application. — 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 4. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 5. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire -retardant treatment - no notches 6. BUILT-UP SCL: Contact manufacturer for connection details when side -loaded or when loads are not applied equally to all plies. 7. SCL deflection is based on apparent modulus of elasticity (MoE) that incorporates the effect of shear deflection. Sizer does not currently calculate shear deflection separately using true MoE. WoodWorks ®R COMPANY PROJECT Christian Brothers Automotive Kipling Street & W. 38th Avenue Wheat Ridge, CO 80033 Header Gravity H1.wwb Oct. 30, 2020 02:48 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit Bearing: tern Start End Start End DL Dead Full Area Beam 20.00(16.171) psf RLL Roof live Full Area 6598 20.00(16.171) psf SL Snow Full Area 0.35 30.00(16.171) psf Self -weight Dead Full UDL Load comb #3 5.9 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 3.58' 010 ',�3.a73' .i�31 ',)n n,,. Unfactored: Dead Snow Roof Live Factored: Total 589 868 579 589 868 579 1457 1457 Bearing: Capacity Beam 4219 4219 Support 6598 6598 Des ratio Beam 0.35 0.35 Support 0.22 0.22 Load comb #3 #3 Length 1.50 1.50 Min req'd 0.52 0.52 Cb 1.00 1.00 Cb min 1.00 1.00 Cb support - - Fc sup 1 850 1 850 Header 1 Gravity Lumber n -ply, D.Fir-L, No.2, 2x6, 3 -ply (4-1/2"x5-1/2") Supports: All - Lumber n -ply Column, D.Fir-L Stud Total length: 3.58'; Clear span: 3.33'; Volume = 0.6 cu.ft. Lateral support: top = at supports, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Header Gravity H1.wwb Wood Works® Sizer 2019 (Update 1) Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 60 Fv' = 207 psi fv/Fv' = 0.29 Bending(+) fb = 613 Fb' = 1491 psi fb/Fb' = 0.41 Live Defl'n 0.01 = < L/999 0.11 = L/360 in 0.13 Total Defl'n 0.03 = < L/999 0.17 = L/240 in 0.17 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Fv' 180 1.15 1.00 1.00 - - Fb'+ 900 1.15 1.00 1.00 0.963 1.300 Fcp' 625 - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - Emin' 0.58 million 1.00 1.00 - - CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D+S Bending(+): LC #3 = D+S Deflection: LC #3 = D+S (live) LC #3 = D+S (total) Bearing Support 1 - LC #3 = D+S Support 2 - LC #3 = D+S Cfu Cr 1.15 Cfrt Ci Cn LC# 1.00 1.00 1.00 3 1.00 1.00 - 3 1.00 1.00 - - 1.00 1.00 - 3 1.00 1.00 - 3 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake. All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 CALCULATIONS: V max = 1374, V design = 983 lbs; M(+) = 1158 lbs -ft EI = 33.27e06 lb-in^2/ply "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(+): Lu = 3.38' Le = 6.88' RB = 14.2; b = single ply width Page 2 Pbbo!t As Vra� dim CAA ,r Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2018), the National Design Specification (NDS 2018), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 5. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. y\oz, WoodWorks ®R COMPANY PROJECT Christian Brothers Automotive Kipling Street & W. 38th Avenue Wheat Ridge, CO 80033 Header Gravity H2.wwb Oct. 30, 2020 02:50 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit Bearing: tern Start End Start End DL Dead Full Area Beam 20.00(16.171) psf RLL Roof live Full Area 5737 20.00(16.171) psf SL Snow Full Area 0.49 20.00(16.171) psf Self -weight Dead Full UDL Load comb #2 9.9 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 6.25' X 010 6.b6'1' o` Unfactored: Dead Snow Roof Live Factored: Total 1041 1011 1011 1041 1011 1011 2051 2051 Bearing: Capacity Beam 4219 4219 Support 5737 5737 Des ratio Beam 0.49 0.49 Support 0.36 0.36 Load comb #2 #2 Length 1.50 1.50 Min req'd 0.73 0.73 Cb 1.00 1.00 Cb min 1.00 1.00 Cb support - - Fc sup 850 850 Header 2 Gravity Lumber n -ply, D.Fir-L, No.2, 2x10, 3 -ply (4-1/2"x9-1/4") Supports: All - Lumber n -ply Column, D.Fir-L Stud Total length: 6.25'; Clear span: 6.0'; Volume = 1.8 cu.ft. Lateral support: top = at supports, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Header Gravity H2.wwb Wood Works® Sizer 2019 (Update 1) Analysis vs. Allowable Stress and Deflection using NDS 2018: Page 2 Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 53 Fv' = 180 psi fv/Fv' = 0.29 Bending(+) fb = 564 Fb' = 938 psi fb/Fb' = 0.60 Live Defl'n 0.02 = < L/999 0.20 = L/360 in 0.10 Total Defl'n 0.05 = < L/999 0.30 = L/240 in 0.17 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Fv' 180 1.00 1.00 1.00 - - Fb'+ 900 1.00 1.00 1.00 0.824 1.100 Fcp' 625 - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - Emin' 0.58 million 1.00 1.00 - - CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+Lr Bending(+): LC #2 = D+Lr Deflection: LC #2 = D+Lr (live) LC #2 = D+Lr (total) Bearing Support 1 - LC #2 = D+Lr Support 2 - LC #2 = D+Lr Cfu Cr 1.15 Cfrt Ci Cn LC# 1.00 1.00 1.00 2 1.00 1.00 - 2 1.00 1.00 - - 1.00 1.00 - 2 1.00 1.00 - 2 Pb���Asso yes c D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake. ��� All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 V =1CALCULATIONS0, V design = 1464 lbs; M(+) = 3015 lbs -ft �G'10%, voooc EI = 158.29e06 lb-in^2/ply -- "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(+): Lu = 6.06' Le = 12.19' RB = 24.5; b = single ply width Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2018), the National Design Specification (NDS 2018), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 5. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. C� WoodWorks COMPANY PROJECT Christian Brothers Automotive Kipling Street & W.38th Avenue Wheat Ridge, CO 80033 Header Gravity H3.wwb Oct. 30, 2020 02:52 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL Dead Full Area Bending(+) fb = 1052 20.00(16.171) psf RLL Roof constr. Full Area 0.40 = L/360 Beam 20.00(16.171) psf Brick Dead Full UDL 0.46 8754 120.0 plf SL Snow Full Area 0.61 20.00(16.171) psf Self -weight Dead Full UDL Load comb #2 24.0 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 12.25' Unfactored: Dead Snow Roof Live Factored: Total 2860 1981 1981 �� + �g DO' - 2060 1981 1981 4841 Shear 4841 Bearing: psi fv/Fv' = 0.22 Bending(+) fb = 1052 Fb' = 2634 psi Capacity Live Defl'n 0.09 = < L/999 0.40 = L/360 Beam 7875 Total Defl'n 7875 Support 8754 0.46 8754 Des ratio Beam 0.61 0.61 Support 0.55 0.55 Load comb #2 #2 Length 1.50 1.50 Min req'd 0.92 0.92 Cb 1.00 1.00 Cb min 1.00 1.00 Cb support - - Fc sup 725 725 Header 3 Gravity LVL n -ply, 1.8E, 2200Fb, 1-3/4"x11-7/8", 4 -ply (7"x11-7/8") Supports: All - Lumber n -ply Column, S. Pine Stud Total length: 12.25'; Clear span: 12.0'; Volume = 7.1 cu.ft. Lateral support: top = continuous, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 71 Fv' = 328 psi fv/Fv' = 0.22 Bending(+) fb = 1052 Fb' = 2634 psi fb/Fb' = 0.40 Live Defl'n 0.09 = < L/999 0.40 = L/360 in 0.22 Total Defl'n 0.28 = L/519 0.60 = L/240 in 0.46 ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Header Gravity H3.wwb Additional Data: WoodWorks® Sizer 2019 (Update 1) FACTORS: F/E(psi) CD CM Ct CL CV Fv' 285 1.15 - 1.00 - - Fb'+ 2200 1.15 - 1.00 1.000 1.001 Fcp' 750 - - 1.00 - - E' 1.8 million - 1.00 - - Eminy' 0.93 million - 1.00 - - CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D+S Bending(+): LC #3 = D+S Deflection: LC #2 = D+Lr (live) LC #2 = D+Lr (total) Bearing Support 1 - LC #2 = D+Lr Support 2 - LC #2 = D+Lr Cfu Cr Cfrt Ci Cn LC# - - 1.00 - 1.00 3 - 1.04 1.00 - - 3 - 1.00 - - - - 1.00 - - 2 - 1.00 - - 2 Page 2 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 CALCULATIONS: V max = 4775, V design = 3962 lbs; M(+) = 14417 lbs -ft EI = 439.57e06 lb-in^2/ply pb�'�Ays "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2018), th8>National Design Specification (NDS 2018), and NDS Design Supplement. °Jir i 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field -assembled multi -ply beams. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 5. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 6. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire -retardant treatment - no notches 7. BUILT-UP SCL: Contact manufacturer for connection details when side -loaded or when loads are not applied equally to all plies. 8. SCL deflection is based on apparent modulus of elasticity (MoE) that incorporates the effect of shear deflection. Sizer does not currently calculate shear deflection separately using true MoE. WoodWorks ®R COMPANY PROJECT Christian Brothers Automotive Kipling Street & W. 38th Avenue Wheat Ridge, CO 80033 Header Wind H 1.wwb Oct. 30, 2020 02:56 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit Bearing: tern Start End Start End WL Wind Full UDL Beam 123.0 plf Self -weight Dead Full UDL 11220 5.9 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 3.58' 010 Unfactored: Dead Wind Factored: Total 10 220 G� g D� 220 138 138 Bearing: Capacity Beam 5156 5156 Support 11220 11220 Des ratio Beam 0.03 0.03 Support 0.01 0.01 Load comb #2 #2 Length 1.50 1.50 Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support - - Fc sup 850 850 *Minimum bearing length setting used: 1/2" for end supports Header 1 Wind Lumber n -ply, D.Fir-L, No.2, 2x6, 3 -ply (4-1/2"x5-1/2") Supports: All - Lumber n -ply Column, D.Fir-L Stud Total length: 3.58'; Clear span: 3.33'; Volume = 0.6 cu.ft. Lateral support: top = at supports, bottom = at supports; Oblique angle: 90.0 deg; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Header Wind H1.wwb Wood Works® Sizer 2019 (Update 1) Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear x -x fv = 0 Fv' = 288 psi fv/Fv' = 0.00 y -y fv = 6 Fv' = 288 psi fv/Fv' = 0.02 Bending(+) x -x fb = 0 Fb' = 2012 psi fb/Fb' = 0.00 y -y fb = 220 Fb' = 2418 lbs -ft fb/Fb' = 0.09 Live Defl'n 0.03 = < L/999 0.11 = L/360 in 0.26 Total Defl'n 0.03 = < L/999 0.17 = L/240 in 0.19 lerCrI :7i . 11TIFF FACTORS: F/E(psi) CD CM Ct CL CF Fvy' 180 1.60 1.00 1.00 - - Fby' 900 1.60 1.00 1.00 0.977 1.300 Fcp' 625 - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - Emin' 0.58 million 1.00 1.00 - - CRITICAL LOAD COMBINATIONS: Shear : LC #2 = .6D+.6W Bending(+): LC #2 = .6D+.6W Deflection: LC #2 = .6D+.6W (live) LC #3 = D+.6W (total) Bearing Support 1 - LC #2 = .6D+.6W Support 2 - LC #2 = .6D+.6W Cfu Cr Cfrt Ci Cn LC# - - 1.00 1.00 - 2 1.15 1.15 1.00 1.00 - 2 - - 1.00 1.00 - - - - 1.00 1.00 - 2 - - 1.00 1.00 - 2 Page 2 Pbbo!t As \Z GC cf dm CAA ,r D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output <9 SOC Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 o'Ing VNI CALCULATIONS: V max = 134, V design = 103 lbs; M(+) = 113 lbs -ft EIy = 7.42e06 lb-in^2 "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(+): Lu = 3.38' Le = 6.63' RB = 10.3; b = single ply width Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2018), the National Design Specification (NDS 2018), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 5. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. WoodWorks ®R COMPANY PROJECT Christian Brothers Automotive Kipling Street & W. 38th Avenue Wheat Ridge, CO 80033 Header Wind H2.wwb Oct. 30, 2020 02:58 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit Bearing: tern Start End Start End WL Wind Full UDL Beam 123.0 plf Self -weight Dead Full UDL 18870 9.9 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 6.25' 010 Ip Unfactored: Dead Wind Factored: Total 30 384 tQ� g 384 249 249 Bearing: Capacity Beam 8672 8672 Support 18870 18870 Des ratio Beam 0.03 0.03 Support 0.01 0.01 Load comb #2 #2 Length 1.50 1.50 Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support - - Fc sup 850 850 *Minimum bearing length setting used: 1/2" for end supports Header 2 Wind Lumber n -ply, D.Fir-L, No.2, 2x10, 3 -ply (4-1/2"x9-1/4") Supports: All - Lumber n -ply Column, D.Fir-L Stud Total length: 6.25'; Clear span: 6.0'; Volume = 1.8 cu.ft. Lateral support: top = at supports, bottom = at supports; Oblique angle: 90.0 deg; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. .o` ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Header Wind H2.wwb Wood Works® Sizer 2019 (Update 1) Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear x -x fv = 0 Fv' = 288 psi fv/Fv' = 0.00 y -y fv = 8 Fv' = 288 psi fv/Fv' = 0.03 Bending(+) x -x fb = 0 Fb' = 1081 psi fb/Fb' = 0.00 y -y fb = 440 Fb' = 2186 lbs -ft fb/Fb' = 0.20 Live Defl'n 0.18 = L/409 0.20 = L/360 in 0.88 Total Defl'n 0.21 = L/340 0.30 = L/240 in 0.70 lerCrI :7i . 11TIFF FACTORS: F/E(psi) CD CM Ct CL CF Fvy' 180 1.60 1.00 1.00 - - Fby' 900 1.60 1.00 1.00 1.000 1.100 Fcp' 625 - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - Emin' 0.58 million 1.00 1.00 - - CRITICAL LOAD COMBINATIONS: Shear : LC #2 = .6D+.6W Bending(+): LC #2 = .6D+.6W Deflection: LC #2 = .6D+.6W (live) LC #3 = D+.6W (total) Bearing Support 1 - LC #2 = .6D+.6W Support 2 - LC #2 = .6D+.6W Cfu Cr Cfrt Ci Cn LC# - - 1.00 1.00 - 2 1.20 1.15 1.00 1.00 - 2 - - 1.00 1.00 - - - - 1.00 1.00 - 2 - - 1.00 1.00 - 2 Page 2 Pbbo!t As \Z GC cf dm CAA ,r D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output <9 SOC Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 o'Ing 501 CALCULATIONS: V max = 253, V design = 220 lbs; M(+) = 382 lbs -ft EIy = 12.49e06 lb-in^2 "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(+): b = single ply width Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2018), the National Design Specification (NDS 2018), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 5. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. WoodWorks ®R COMPANY PROJECT Christian Brothers Automotive Kipling Street & W.38th Avenue Wheat Ridge, CO 80033 Header Wind H3.wwb Oct. 30, 2020 03:00 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit WL Wind C&C Full Area Fv' = 456 34.00 (3.00') psf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 12.25' a��e' 4`2.042}� Unfactored: Wind Factored: Total 625 Value Design 375 � 3 . Bearing: fv = 0 Fv' = 456 psi fv/Fv' = Capacity y -y fv = 6 Beam 8550 psi 8550 Support 20662 fb = 20662 Des ratio 3664 psi fb/Fb' = Beam 0.04 fb = 0.04 Support 0.02 lbs -ft 0.02 Load comb #2 0.53 = #2 Length 1.50 in 1.50 Min req'd 0.50* 0.53 = 0.50* Cb 1.00 in 1.00 Cb min 1.00 1.00 Cb support - - Fc sup 725 725 *Minimum bearing length setting used: 1/2" for end supports Header 3 Wind LVL n -ply, 1.8E, 2200Fb, 1-3/4"x11-7/8", 4 -ply (7"x11-7/8") Supports: All - Lumber n -ply Column, S. Pine Stud Total length: 12.25'; Clear span: 12.0'; Volume = 7.1 cu.ft. Lateral support: top = continuous, bottom = at supports; Oblique angle: 90.0 deg; Repetitive factor (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018: applied where permitted Criterion Analysis Value Design Value Unit Analysis/Design Shear x -x fv = 0 Fv' = 456 psi fv/Fv' = 0.00 y -y fv = 6 Fv' = 304 psi fv/Fv' = 0.02 Bending(+) x -x fb = 0 Fb' = 3664 psi fb/Fb' = 0.00 y -y fb = 549 Fb' = 3664 lbs -ft fb/Fb' = 0.15 Live Defl'n 0.53 = L/272 0.60 = L/240 in 0.88 Total Defl'n 0.53 = L/272 0.60 = L/240 in 0.88 ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Header Wind H3.wwb Additional Data: WoodWorks® Sizer 2019 (Update 1) FACTORS: F/E(psi) CD CM Ct CL CV Fvy' 190 1.60 - 1.00 - - Fby' 2200 1.60 - 1.00 1.000 1.00 Fcp' 480 - - 1.00 - - Ey' 1.8 million - 1.00 - - Emin' 0.93 million - 1.00 - - CRITICAL LOAD COMBINATIONS: Shear : LC #2 = .6D+.6W Bending(+): LC #2 = .6D+.6W Deflection: LC #2 = .6D+.42W (live) LC #2 = .6D+.42W (total) Bearing Support 1 - LC #2 = .6D+.6W Support 2 - LC #2 = .6D+.6W Cfu Cr Cfrt Ci Cn LC# - 1.00 - - 2 - 1.04 1.00 - - 2 - 1.00 - - - - 1.00 - - 2 - 1.00 - - 2 Page 2 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 CALCULATIONS: V max = 368, V design = 332 lbs; M(+) = 1109 lbs -ft EIy = 38.18e06 lb-in^2 pb�'�Ays "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2018), th8>National Design Specification (NDS 2018), and NDS Design Supplement. °Jir i 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field -assembled multi -ply beams. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 5. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 6. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire -retardant treatment - no notches 7. BUILT-UP SCL: Contact manufacturer for connection details when side -loaded or when loads are not applied equally to all plies. 8. SCL deflection is based on apparent modulus of elasticity (MoE) that incorporates the effect of shear deflection. Sizer does not currently calculate shear deflection separately using true MoE. WoodWorks ®R COMPANY PROJECT Christian Brothers Automotive Kipling Street and W.38th Avenue Wheat Ridge, CO 80033 Office Wall Stud.wwc Oct. 30, 2020 03:04 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load Type Distribution Location [ft] Magnitude Unit Shear fv Dead Start End Start End n D'��'� g RLL Roof constr. Axial UDL (Ecc. = 0.0011) 333 plf WL Wind C&C Full Area 0.23 3 9.10 (16.0") psf Dead Load Dead Axial UDL (Ecc. = 0.0011) 333 plf Self -weight Dead Axial UDL Fc* = 13 plf Reactions (lbs): 00 v CD I 9 I [G Unfactored: Analysis Value Design Value Lateral: Analysis/Design Shear fv Dead Fv' = e n D'��'� g Wind 235 Bending(+) ?35 Roof Live Fb' = 2153 psi Axial. 0.23 Axial fc Dead 462 1002 462 Roof Live 444 Axial Bearing 444 Factored: Fc* = 1856 psi fc/Fc* = 0.06 Support Bearin L ->R 141 Fcp = 141 Load comb #4 0.14 #4 Office Wall Stud Lumber Stud, D.Fir-L, No.2, 2x6 (1-1/2"x5-1/2") Support: Lumber Stud Bottom plate, D.Fir-L No.2; Bearing length = stud thickness; continuous lower support Spaced at 16.0" c/c; Total length: 9.0'; Volume = 0.5 cu.ft. Pinned base; Load face = width(b); Ke x Lb: 1.0 x 0.0 = 0.0 ft; Ke x Ld: 1.0 x 9.0 = 9.0 ft; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 26 Fv' = 288 psi fv/Fv' = 0.09 Bending(+) fb = 503 Fb' = 2153 psi fb/Fb' = 0.23 Axial fc = 110 Fc' = 1002 psi fc/Fc' = 0.11 Axial Bearing fc = 110 Fc* = 1856 psi fc/Fc* = 0.06 Support Bearin fcp = 110 Fcp = 781 psi fcp/Fcp = 0.14 Combined (axial compressi n + side load be ding) Eq.3.9-3 = 0.25 Live Defl'n 0.10 = < L/999 0.45 = L/240 in 0.22 Total Defl'n 0.10 = < L/999 0.45 = L/240 in 0.22 ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Office Wall Stud.wwc Wood Works® Sizer 2019 (Update 1) Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# Fv' 180 1.60 1.00 1.00 - - - - 1.00 1.00 4 Fb'+ 900 1.60 1.00 1.00 1.000 1.300 - 1.15 1.00 1.00 4 Fc' 1350 1.25 1.00 1.00 0.540 1.100 - - 1.00 1.00 2 Fc'comb 1350 1.60 - - 0.448 - - - - - 5 E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 4 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 4 Fc* 1350 1.25 1.00 1.00 - 1.100 - - 1.00 1.00 2 Fcp sup 625 - 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #4 = .6D+.6W Bending(+): LC #4 = .6D+.6W Deflection: LC #4 = .6D+.42W (live) LC #4 = .6D+.42W (total) Axial LC #2 = D+Lr Combined LC #5 = D+.6W; Support LC #2 = D+Lr D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 5pb�'�Ays� caP CALCULATIONS: rare V = 141 lbs; M(+) = 317 lbs -ft; P = 906 lbs, (1 - fc/FcE) = 0.95 ��� EI = 33.27e06 lb-in^2 "Live" deflection is due to all non -dead loads (live, wind, snow...) deflection Total ea = .5 Bearing: Reaction=1906dlbs,+Capacity = 6445 lbs, Lb = 1.5011, Cb = 1.25 �gD�'j'\,c Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2018), the National Design Specification (NDS 2018), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. WoodWorks ®R COMPANY PROJECT Christian Brothers Automotive Kipling Street and W.38th Avenue Wheat Ridge, CO 80033 Shop Wall Stud.wwc Oct. 30, 2020 03:08 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load Type Distribution Location [ft] Magnitude Unit Shear fv Dead Start End Start End psi RLL Roof constr. Axial UDL (Ecc. = 0.0011) 333 plf Dead Load Dead Axial UDL (Ecc. = 0.0011) 333 plf Wind Load Wind C&C Full Area 480 39.10(16.011) psf Self -weight Dead Axial UDL Fc* = 27 plf Reactions (lbs): 14.08' 00 � rn �c o' f`}rcv 14.08' ip I I Unfactored: Analysis Value Design Value Lateral: Analysis/Design Shear fv Dead Fv' = 288 psi Wind 367 Bending(+) n9�67 Roof Live Fb' = 1987 psi Axial. 0.36 Axial fc Dead 480 763 480 Roof Live 444 Axial Bearing 444 Factored: Fc* = 1772 psi fc/Fc* = 0.05 Support Bearin L ->R 220 Fcp = 220 Load comb #4 0.11 #4 Shop Wall Stud Lumber Stud, D.Fir-L, No.2, 2x8 (1-1/2"x7-1/4") Support: Lumber Stud Bottom plate, D.Fir-L No.2; Bearing length = stud thickness; continuous lower support Spaced at 16.0" c/c; Total length: 14.08'; Volume = 1.1 cu.ft. Pinned base; Load face = width(b); Ke x Lb: 1.0 x 0.0 = 0.0 ft; Ke x Ld: 1.0 x 14.08 = 14.08 ft; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 30 Fv' = 288 psi fv/Fv' = 0.11 Bending(+) fb = 708 Fb' = 1987 psi fb/Fb' = 0.36 Axial fc = 85 Fc' = 763 psi fc/Fc' = 0.11 Axial Bearing fc = 85 Fc* = 1772 psi fc/Fc* = 0.05 Support Bearin fcp = 85 Fcp = 781 psi fcp/Fcp = 0.11 Combined (axial compressi n + side load be ding) Eq.3.9-3 = 0.38 Live Defl'n 0.25 = L/665 0.70 = L/240 in 0.36 Total Defl'n 0.25 = L/665 0.70 = L/240 in 0.36 ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Shop Wall Stud.wwc Wood Works® Sizer 2019 (Update 1) Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# Fv' 180 1.60 1.00 1.00 - - - - 1.00 1.00 4 Fb'+ 900 1.60 1.00 1.00 1.000 1.200 - 1.15 1.00 1.00 4 Fc' 1350 1.25 1.00 1.00 0.430 1.050 - - 1.00 1.00 2 Fc'comb 1350 1.60 - - 0.349 - - - - - 5 E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 4 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 4 Fc* 1350 1.25 1.00 1.00 - 1.050 - - 1.00 1.00 2 Fcp sup 625 - 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #4 = .6D+.6W Bending(+): LC #4 = .6D+.6W Deflection: LC #4 = .6D+.42W (live) LC #4 = .6D+.42W (total) Axial LC #2 = D+Lr Combined LC #5 = D+.6W; Support LC #2 = D+Lr D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 5pb�'�Ays� caP CALCULATIONS: rare V = 220 lbs; M(+) = 775 lbs -ft; P = 924 lbs, (1 - fc/FcE) = 0.95 ��� EI = 76.21e06 lb-in^2 "Live" deflection is due to all non -dead loads (live, wind, snow...) deflection Total ea = .5 Bearing: Reaction=1924dlbs,+Capacity = 8496 lbs, Lb = 1.5011, Cb = 1.25 �gD�'j'\,c Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2018), the National Design Specification (NDS 2018), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. WoodWorks ®R COMPANY PROJECT Christian Brothers Automotive Kipling Street and W.38th Avenue Wheat Ridge, CO 80033 Garage Door King Studs.wwc Oct. 30, 2020 03:11 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load Type Distribution Location [ft] Magnitude Unit Shear fv Wind Ax i a 1 :G Dead Factored: L ->R Load comb Start End Start End 920 �1 WL_hdr_rxn Wind Point 10.67 625 lbs Wind C&C Wind Partial UDL 0.00 10.67 105.0 105.0 plf Self -weight Dead Axial 1 1 71 lbs Reactions (lbs): 13.75' 00 � o CD o, P 13.75' Unfactored: Analysis Value Design Value Lateral: Analysis/Design Shear fv Wind Ax i a 1 :G Dead Factored: L ->R Load comb 826 71 M�g 920 �1 495 #2 0.13 552 #2 Garage Door King Studs Lumber n -ply, D.Fir-L, No.2, 2x8, 2 -ply (TW -114") Support: Non -wood Total length: 13.75'; Volume = 2.1 cu.ft. Pinned base; Load face = width(b); Built-up fastener: nails; Ke x Lb: 1.0 x 0.0 = 0.0 ft; Ke x Ld: 1.0 x 13.75 = 13.75 ft; Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 38 Fv' = 288 psi fv/Fv' = 0.13 Bending(+) fb = 889 Fb' = 1728 psi fb/Fb' = 0.51 Axial fc = 3 Fc' = 727 psi fc/Fc' = 0.00 Axial Bearing fc = 3 Fc* = 1276 psi fc/Fc* = 0.00 Combined (axial compressi n + side load be ding) Eq.3.9-3 = 0.52 Live Defl'n 0.44 = L/376 0.69 = L/240 in 0.64 Total Defl'n 0.44 = L/376 0.69 = L/240 in 0.64 ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Garage Door King Studs.wwc Wood Works® Sizer 2019 (Update 1) Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# Fv' 180 1.60 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 900 1.60 1.00 1.00 1.000 1.200 - 1.00 1.00 1.00 2 Fc' 1350 0.90 1.00 1.00 0.570 1.050 - - 1.00 1.00 1 Fc'comb 1350 1.60 - - 0.364 - - - - - 2 E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 2 Fc* 1350 0.90 1.00 1.00 - 1.050 - - 1.00 1.00 1 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = .6D+.6W Bending(+): LC #2 = .6D+.6W Deflection: LC #2 = .6D+.6W (live) LC #2 = .6D+.6W (total) Axial LC #1 = D only Combined LC #2 = .6D+.6W; D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 CALCULATIONS: SPb °tr qas V = 552 lbs; M(+) = 1948 lbs -ft; P = 71 lbs, Kf = 1.00, (1 - fc/FcE) = 1.00 ra& EI = 76.21e06 lb-in^2/ply "Live" deflection is due to all non -dead loads (live, wind, snow...) C�� Total deflection = 1.5 dead + "live" Design Notes: oia,n 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2018), the Nat!-na. Design Specification (NDS 2018), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. BUILT-UP COLUMNS: nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3. Company Designer Job Number Model Name Case Engineering Inc EAD ICA -CO -05-20 CBA - Wheat Ridge, CO - Trash Enclosure Vertical CRITERIA Boundary MATERIALS Reinforcement GEOMETRY Code TMS 402-16: ASD Masonry f'm 2.5 ksi Total Height Special Insp Yes Masonry Em 1050 ksi Total Length Design Rule Typical Wall Area NCMA Steel fy 60 ksi BIk Nom Width Transfer In? No Steel E 29000 ksi BIk Grouting Transfer Out? No 1.5 Shear Factor Matl Name Gen Masonry K 1 Matl Density 0.08 k/ftA3 Use Cracked? Yes Mortar Type Type M or S In Icr Factor .5 Cement Type Masonry, Air Entrained PCL Out Icr Factor .5 Custom Regions : No 152 in Oct 30, 2020 3:18 AM Checked By: 104 in 152 in 8" Partially Grouted Yes s p'Wt ps0 �e °g CAA <�7a`ng o� REGION RESULTS UC Max UC Shear UC Max UC Shear Region In Plane LC In Plane LC Out Plane LC Out Plane LC R1 .008 1 0 N/A .893 6 .131 8 REINFORCEMENT RESULTS Vertical Horizontal Boundary Region Reinforcement Reinforcement Reinforcement R1 #5@24" oc ctr Not Reqd. 145 ctr RISA -31D Version 17.0.4 [N:\ ... \... \... \... \Structural\Calculations\Trash Enclosure Wall.r3d] Page 1 Company Case Engineering Inc Oct 30, 2020 Designer EAD 3:20 AM Job Number ICA -CO -05-20 Checked By: Model Name CBA - Wheat Ridge, CO - Trash EmTrash Enclosure: R1 (Out -Plane) CRITERIA MATERIALS GEOMETRY Code TMS 402-16: ASD Masonry f'm 2.5 ksi Total Height : 104 in Special Insp Yes Masonry Em 1050 ksi Eq Sld Thickness: 4.275" Wall Area NCMA CAA AXIAL SUMMARY An 4.275 in2/in .005 y ksi Steel fy 60 ksi BENDING SUMMARY Type of Design : ASD Steel E 29000 ksi Blk Grouting Partially Grouted Reinforced Yes 28.573 ksi Grt/Bar Spacing : 24" ksi SHEAR CHECKS Matl Name Gen Masonry fv/Fv :.131 Vertical Bar Size : #5 Matl Density 0.08 k/ftA3 Loc of r/f Center ksi Fv Wall Dead Wt .035 ksf Fv max .1 ksi Mortar Type Type M or S Cement Type Masonry, Air Entrained PCL ENVELOPE DIAGRAMS Min: 0 at 104 in Min: 0 at 104 in Win Win P Max: .021 at 0 in Max: .024 at 0 in V Min: 0 at 1041n Max: .103 at 0 in M COMBINED CHECKS (fa + fb) / Fb .495 fa/Fa .008 uo�rq Pb °na fs/Fs .893 CAA AXIAL SUMMARY fa .005 y ksi Fa .569 BENDING SUMMARY fb .552 ksi Fb 1.125 ksi fs 28.573 ksi Fs 32 ksi SHEAR CHECKS fv/Fv :.131 SHEAR SUMMARY fv .006 ksi Fv .042 ksi Fv max .1 ksi RISA -31D Version 17.0.4 [N:\ ... \... \... \... \Structural\Calculations\Trash Enclosure Wall.r3d] Page 1 Company Case Engineering Inc Designer EAD Job Number ICA -CO -05-20 Model Name CBA - Wheat Ridge, CO - Trash EnclosurETrash Enclosure : R1 Oct 30, 2020 3:20 AM Checked By: DESIGN DETAILS AXIAL DETAILS BENDING DETAILS SHEAR DETAILS Max Axial .021 Win Max Moment .103 k-ft/in Max Shear .024 Win Location 0 in Location 0 in Location 0 in Load Comb 1 Load Comb 6 Load Comb 8 Rad gyration r 2.48 in k .348 Width for Shear : 10.75 in h'/r 41.935 d 3.813 in Corresponding M:.103 k-ft/in j .885 Corresponding P:.012 Win M / (V*d) 1 T -SECTION ANALYSIS Gammag .75 kd : 1.326 in Flange thickness: 1.25 in Web width 8.375 in CROSS SECTION DETAILING00 m x SPeBon °sso 4 X � M CAA cNo #5 @ 24 z oc 'ng NOTE: All units are in "in." RISA -31D Version 17.0.4 [N:\ ... \... \... \... \Structural\Calculations\Trash Enclosure Wall.r3d] Page 2 s P�� �t aSSa i CAA • O� Gl1being j J\'31 CASE Engineering Inc. Office: 636-349-1600 Fax: 636-349-1730 Website: www.caseengineeringinc.com races �,�ebvtt Assocldm c• � COMcheck Software Version 4.1.1.0 CAA EN.fl Envelope Compliance Certificate 11�;/a/ng o`J\� Project Information Energy Code: 2015 IECC Project Title: CBA Wheat Ridge CO Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: New Construction Vertical Glazing / Wall Area: 2% Construction Site: Owner/Agent: Designer/Contractor: Kipling St & W 38th Ave Billy Green John A. Brutsche Wheat Ridge, CO Christian Brothers Automotive Icon Architects, Inc. 17725 Katy Freeway, Suite 200 703 San Ysidro Trail Houston, TX 77094 Mansfield, TX 76063 281-675-6100 817-946-7503 billy.green@cbac.com icon-arch@outlook.com Additional Efficiency Package(s) Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Building Area Floor Area 1 -Automotive Facility : Nonresidential 4896 Envelope Assemblies Assembly Gross Area or Perimeter Cavity Cont. R -Value R -Value Proposed U -Factor Budget U - Factor(a) Roof 1: Attic Roof with Wood Joists, [Bldg. Use 1 - Automotive Facility] 4896 60.0 0.0 0.017 0.027 Floor 1: Slab -On -Grade: Unheated, [Bldg. Use 1 -Automotive 406 --- --- 0.730 0.540 Facility] (c) NORTH Exterior Wall 2: Wood -Framed, 16" o.c., [Bldg. Use 1 - Automotive 252 21.0 0.0 0.062 0.064 Facility] Window 2: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 16 --- --- 0.400 0.380 Product ID Kawneer T14000, SHGC 0.25, VT 0.20, [Bldg. Use 1 - Automotive Facility] (b) Door 1: Insulated Metal, Swinging, [Bldg. Use 1 -Automotive Facility] 24 --- --- 0.500 0.370 Exterior Wall 3: Wood -Framed, 16" o.c., [Bldg. Use 1 - Automotive 1773 21.0 0.0 0.062 0.064 Facility] Door 2: Insulated Metal, Swinging, [Bldg. Use 1 -Automotive Facility] 48 --- --- 0.500 0.370 Door OH: Insulated Metal, Non -Swinging, [Bldg. Use 1 -Automotive 960 --- --- 0.125 0.179 Facility] EAST Exterior Wall 1: Wood -Framed, 16" o.c., [Bldg. Use 1 - Automotive 306 21.0 0.0 0.062 0.064 Facility] Window 1: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 44 --- --- 0.400 0.380 Product ID Kawneer T14000, SHGC 0.25, VT 0.20, [Bldg. Use 1 - Automotive Facility] (b) SOUTH Project Title: CBA Wheat Ridge CO Report date: 09/06/20 Data filename: F:\Projects\Christian Brothers Automotive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge c Page 1 of 9 - 2015 IECC comcheck envelope.cck Assembly Exterior Wall 5: Wood -Framed, 16" o.c., [Bldg. Use 1 - Automotive Facility] Exterior Wall 6: Wood -Framed, 16" o.c., [Bldg. Use 1 - Automotive Facility] Window 3: Metal Frame with Thermal Break:Fixed, Pert. Specs.: Product ID Kawneer T14000, SHGC 0.25, VT 0.20, [Bldg. Use 1 - Automotive Facility] (b) WEST Exterior Wall 4: Wood -Framed, 16" o.c., [Bldg. Use 1 - Automotive Facility] es Pbbottp�o raT ode U /N Gross Area Cavity Cont. Proposedg�(J� or R -Value R -Value U -Factor Perimeter ,. 1773 21.0 0.0 0.062 252 21.0 0.0 0.062 0.064 11 --- --- 0.400 0.380 440 21.0 0.0 0.062 0.064 (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. John A. Bmtsche 61 11/4/20 Name - Title S14AALUro k Date Project Title: CBA Wheat Ridge CO Report date: 09/06/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 2 of 9 - 2015 IECC comcheck envelope.cck races �,�ebvtt Assocldm c• � COMcheck Software Version 4.1.1.0 CAA Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID Plans and/or specifications provide all ;❑Complies C103.2 [PR1]1 information with which compliance :❑Does Not ;can be determined for the building ; Observable ;envelope and document where❑Not exceptions to the standard are ;❑Not Applicable ; claimed. ;The vertical fenestration area <= 30 OComplies ; C402.4.1 [PR10]1 'I percent of the gross above -grade wall❑Does Not area. ❑Not Observable: ❑Not Applicable C402.4.1 'The skylight area <= 3 percent of the ;❑Complies ; [PR11]1 gross roof area. ;❑Does Not ❑Not Observable: ❑Not Applicable C402.4.2 In enclosed spaces > 2,500 ft2 ;❑Complies ; [PR14]1directly under a roof with ceiling :❑Does Not ;heights >15 ft. and used as an office, 1 Observable ;lobby, atrium, concourse, corridor,❑Not storage, gymnasium/exercise center,❑Not Applicable ;convention center, automotive ; ;service, manufacturing, non- ; refrigerated warehouse, retail store, distribution/sorting area, itransportation, or workshop, the ; following requirements apply: (a) the idaylight zone under skylights is >= I half the floor area; (b) the skylight ; I rea to daylight zone is >= 3 percent (with a skylight VT >= 0.40; or a ;minimum skylight effective aperture >= 1 percent. C406 iPlans, specifications, and/or ;❑Complies ; [PR9]1 (calculations provide all information :❑Does Not iwith which compliance can be Observable ;determined for the additional energy efficiency package options. ;❑Not ;❑Not Applicable ; Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 09/06/20 Data filename: F:\Projects\Christian Brothers Automotive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge c Page 3 of 9 - 2015 IECC comcheck envelope.cck d `; Section /AIA # Footing /Foundation Inspection Complies? Comments/Assumptions l♦ & Req.ID C303.2 ',Slab edge insulation installed per❑Complies OC [F04 ]2 !manufacturer's instructions.❑Does Not i, pg DVJ�S� ❑Not Observable �', ❑Not Applicable C303.2.1 ',Exterior insulation protected against❑Complies [FO6]1 !damage, sunlight, moisture, wind,❑Does Not !landscaping and equipment maintenance activities.❑Not Observable', �❑Not Applicable C402.2.5 ',Slab edge insulation R-value.❑Complies See the Envelope Assemblies table for values. [FO3]2❑Does Not ❑Not Observable �', ❑Not Applicable C402.2.6 ',Radiant heating systems panels❑Complies See the Envelope Assemblies table for values. [FO12]3 !insulated to >=R-3.5 on face opposite❑Does Not !space being heated. i❑Not Observable', ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 09/06/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 4 of 9 - 2015 IECC comcheck envelope.cck d `; Section /AIA # Framing /Rough -In Inspection Complies? Comments/Assumptions l♦ & Req.ID C303.1.3 ',Fenestration products rated in❑Complies OC [FR12]2 !accordance with NFRC. �❑Does Not i, pg DVJ�S� ❑Not Observable �', ❑Not Applicable C303.1.3 ',Fenestration products are certified as❑Complies [FR13]1 Ito performance labels or certificates❑Does Not provided. i',❑Not Observable ❑Not Applicable C402.4.3 Vertical fenestration SHGC value.❑Complies See the Envelope Assemblies table for values. [FR10]1❑Does Not ❑Not Observable �', ❑Not Applicable C402.4.3, iVertical fenestration U-Factor.❑Complies See the Envelope Assemblies table for values. C402.4.3. Not 4 [FR8]1❑Not �❑Does Observable', ❑Not Applicable C402.4.4 I U -factor of opaque doors associated❑Complies ',See the Envelope Assemblies table for values. [FR14]2 (with the building thermal envelope❑Does Not !meets requirements. ii ❑Not Observable', ❑Not Applicable C402.5.1. ',The building envelope contains a❑Complies 2.1 !continuous air barrier that is sealed in❑Does Not [FR19]1 !an approved manner and material ',permeability <= 0.004 dfm/ft2. Air❑Not Observable', Applicable (barrier penetrations are sealed in an❑Not ilapproved manner. C402.5.2, Factory -built fenestration and doors❑Complies C402.5.4 !are labeled as meeting air leakage❑Does Not [FR18]3 !requirements. i❑Not Observable', ❑Not Applicable C402.5.7 ',Vestibules are installed on all building❑Complies [FR17]3 !entrances. Doors have self-closing❑Does Not devices. i❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) M medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 09/06/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 5 of 9 - 2015 IECC comcheck envelope.cck P"'t0'r #Mechanical & Req .ID Rough -In Inspection Complies? Comments/Assumptions `s C402.5.5, ',Stair and elevator shaft vents have ❑Complies C403.2.4. !motorized dampers that automatically❑Does Not , ���close. \OQ ipg p�JNS 3 [ME3]3 I❑Not Observable 'I ❑Not Applicable C402.5.5, !Outdoor air and exhaust systems have I❑Complies C403.2.4. I motorized dampers that automatically ❑Does Not 3 !shut when not in use and meet i��❑Not �', [ME58]3 ',maximum leakage rates. Check Observable �',❑Not Applicable 1,, !!gravity dampers where allowed. Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 09/06/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 6 of 9 - 2015 IECC comcheck envelope.cck d `; Section / # Insulation Inspection Complies? Comments/Assumptions l♦ �� & Req.ID C303.1 ',Roof insulation installed per❑Complies OC G��d�pg [IN3]1 !manufacturers instructions. Blown or ❑Does Not ��, p�J�IN !poured loose -fill insulation is installed i ',only where the roof slope is <=3 in❑Not Observable', �❑Not Applicable 112. C3 Building envelope insulation is labeled❑Complies [IN1� with R -value or insulation certificate❑Does Not providing R -value and other relevant Observable', data.❑Not ❑Not Applicable C303.2 ',Above -grade wall insulation installed❑Complies [IN7]1 !per manufacturer's instructions.❑Does Not �', �',❑Not Observable �'I ,❑Not Applicable C303.2.1 Exterior insulation is protected from❑Complies [IN14]2 !damage with a protective material.❑Does Not �� Verification for exposed foundation ',insulation may need to occur during Observable', �',❑Not Applicable ,Foundation Inspection. C402.1.3 I Non -swinging opaque doors have R -❑Complies [IN19]3 14.75 insulation.❑Does Not ❑Not Observable �'I ❑Not Applicable C402.2.1 ,Insulation intended to meet the roof❑Complies [IN17]3 !insulation requirements cannot be ❑Does Not !installed on top of a suspended ',ceiling. Mark this requirement❑Not Observable', �',❑Not Applicable compliant if insulation is installed �laccordingly. C402.2.3 ',Above -grade wall insulation R-value.❑Complies See the Envelope Assemblies table for values. [IN6]1❑Does Not ❑Not Observable �1 ❑Not Applicable C402.2.5 ',Floor insulation R-value.❑Complies See the Envelope Assemblies table for values. [IN8]2❑Does Not ❑Not Observable �1 ❑Not Applicable C402.2.6 ',Radiant panels and associated❑Complies [IN18]3 !components, designed for heat❑Does Not i,transfer from the panel surfaces to the 1',occupants or indoor space are ❑Not Observable', Applicable insulated with a minimum of R-3.5.❑Not C402.2.2 I Roof R -value. For some ceiling❑Complies I See the Envelope Assemblies table for values. [I N2]1 !systems, verification may need to❑Does Not during Framing Inspection. i',❑Not ,occur Observable', ,❑Not Applicable C402.5.1. ',All sources of air leakage in the❑Complies 1 !building thermal envelope are sealed,❑Does Not [IN1]1 ��caulked, gasketed, weather stripped❑Not ',or wrapped with moisture vapor- Observable', �',❑Not Applicable ! permeable wrapping material to minimize air leakage. Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 09/06/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 7 of 9 - 2015 IECC comcheck envelope.cck P"''0'«Irs. d `; Section /AIA # Final Inspection Complies? Comments/Assumptions l♦ & Req.ID C402.5.3 Where open combustion air ducts❑Complies OC [FI51]3 !provide combustion air to open❑Does Not i�pg p�J�S� !combustion fuel burning appliances , i ',the appliances and combustion air ❑Not Observable', �',❑Not Applicable !opening are located outside the building thermal envelope or enclosed in a room, isolated from inside the !thermal envelope. Such rooms are �isealed and insulated. C402.5.6 lWeatherseals installed on all loading❑Complies [FI37]1 !dock cargo doors.❑Does Not ❑Not Observable �', ❑Not Applicable C402.5.8 ',Recessed luminaires in thermal❑Complies [FI26]3 !envelope to limit infiltration and be IC❑Does Not !rated and labeled. Seal between Observable', ',interiorfinish and luminaire housing.❑Not �❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 09/06/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 8 of 9 - 2015 IECC comcheck envelope.cck CAA Project Title: CBA Wheat Ridge CO Report date: 09/06/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 9 of 9 - 2015 IECC comcheck envelope.cck rare �,�ebvtt Assocldm COMcheck Software Version 4.1.4.3 CAA EN.f] Interior Lighting Compliance Certifica ding p0\5 Project Information Energy Code: Project Title: Project Type: Construction Site: Kipling St & W 38th Ave Wheat Ridge, CO 2015 IECC CBA Wheat Ridge CO New Construction Owner/Agent: Billy Green Christian Brothers Automotive 17725 Katy Freeway, Suite 200 Houston, TX 77094 281-675-6100 billy.green@cbac.com Designer/Contractor: John A. Brutsche Icon Architects, Inc. 703 San Ysidro Trail Mansfield, TX 76063 817-946-7503 icon-arch@outlook.com Additional Efficiency Package(s) Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A Area Category B C D Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -Automotive Facility 4896 0.72 3525 Total Allowed Watts = 3525 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1 -Automotive Facility CBA - Al: Al: 4'-0" SURFACE: Other: 2 4 36 144 CBA- B: B: & TANDEM INDUSTRIAL: Other: 4 10 70 700 CBA - C: C: 6" RECESSED CAN: Other: 1 18 14 252 CBA- D1: D1: 4' WALL MOUNTED: Other: 2 1 36 36 CBA- D2: D2: 3' WALL MOUNTED: Other: 3 1 27 27 CBA - K: K: JELLY JAR: Other: 1 1 27 27 CBA - M: M: ZX 4' LED HIGHBAY: Other: 1 10 203 2030 CBA- P2: P2: 5" MINI PENDANT: Other: 1 3 60 180 CBA- R: R: 4' STRIP: Other: 1 2 36 72 CBA - T: T: TAPE LIGHT: Other: 1 3 3 9 Total Proposed Watts = 3477 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.4.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: CBA Wheat Ridge CO Report date: 11/05/20 Data filename: H:\Case Engineering Inc\CBA\ICA-CO-05-20 CBA -Wheat Ridge, CO\Elec\CBA Wheat Ridge CO - Page 1 of 9 2015 IECC comcheck envelope.cck Darrell R. Case Name -Title Signature ©Q REGr �4"� °oeaaoenvu,� `���, , d � [7ARRF, ROY CR HUMBER t e° 32485 "°arsaedq° i 11/05/202C.4" Date o` Project Title: CBA Wheat Ridge CO Report date: 11/05/20 Data filename: H:\Case Engineering Inc\CBA\ICA-C0-05-20 CBA -Wheat Ridge, CO\Elec\CBA Wheat Ridge CO - Page 2 of 9 2015 IECC comcheck envelope.cck Pb�'t psso i COMcheck Software Version 4.1.4.3 CAA Exterior Lighting Compliance Certific .,o Project Information Energy Code: 2015 IECC Project Title: CBA Wheat Ridge CO Project Type: New Construction Exterior Lighting Zone 2 (Neighborhood business district) Construction Site: Owner/Agent: Designer/Contractor: Kipling St & W 38th Ave Billy Green John A. Brutsche Wheat Ridge, CO Christian Brothers Automotive Icon Architects, Inc. 17725 Katy Freeway, Suite 200 703 San Ysidro Trail Houston, TX 77094 Mansfield, TX 76063 281-675-6100 817-946-7503 billy.green@cbac.com icon-arch@outlook.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) Illuminated area of facade wall or surface 8836 ft2 0.1 No 884 Total Tradable Watts (a) = 0 Total Allowed Watts = 884 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Illuminated area of facade wall or surface (8836 ft2): Non -tradable Wattage CBA - F: F: EXTERIOR WALL PACK: Other: 1 6 51 306 CBA - F21: F21: EXTERIOR WALL PACK: Other: 1 3 44 132 CBA - G: G: EXTERIOR DECORATIVE SCONCE: Other: 1 4 9 36 CBA - L: L: EXTERIOR RECESSED CAN: Other: 1 2 58 116 Total Tradable Proposed Watts = 0 Exterior Lighting PASSES: Design 0.0% better than code Exterior Lighting Compliance Statement Compliance Statement. The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.4.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. REGf,, Darrell R. Case, ° °�` 11/05/2020 q Name -Title Signature ,d;'Date I7ARI; E ROY CA A NUMBER 32485 �Q-- /0NA L Project Title: CBA Wheat Ridge CO Report date: 11/05/20 Data filename: HACase Engineering Inc\CBA\ICA-CO-05-20 CBA -Wheat Ridge, CO\Elec\CBA Wheat Ridge CO - Page 3 of 9 2015 IECC comcheck envelope.cck races �,�ebvtt Assocldm c• � COMcheck Software Version 4.1.4.3 CAA Inspection Checklist Energy Code: 2015 IECC Requirements: 55.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 ;Plans, specifications, and/or ;❑Complies Requirement will be met. [PR4]1 ;calculations provide all information :❑Does Not iwith which compliance can be ;determined for the interior lighting❑Not Observable land electrical systems and equipment Applicable and document where exceptions to ;the standard are claimed. Information ;provided should include interior alighting power calculations, wattage of: ;bulbs and ballasts, transformers and i control devices. C103.2 ;Plans, specifications, and/or ;❑Complies ;Requirement will be met. [PR8]1 ;calculations provide all information :❑Does Not ;with which compliance can be ;determined for the exterior lighting❑Not Observable land electrical systems and equipment '❑Not Applicable ;and document where exceptions to ;the standard are claimed. Information ; provided should include exterior ;lighting power calculations, wattage of: ;bulbs and ballasts, transformers and control devices. C406 ;Plans, specifications, and/or ;❑Complies ; [PR9]1 (calculations provide all information :❑Does Not with which compliance can be ;determined for the additional energy Observable lefficiency package options. ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 11/05/20 Data filename: H:\Case Engineering Inc\CBA\ICA-CO-05-20 CBA -Wheat Ridge, CO\Elec\CBA Wheat Ridge CO - Page 4 of 9 2015 IECC comcheck envelope.cck P"'t0'r # I Footing / Foundation Inspection Complies? & Req.ID C402.2.6 ',Radiant heating systems panels❑Complies [FO12]3 !insulated to >=R-3.5 on face opposite❑Does Not !�space being heated. ❑Not Observable Additional Comments/Assumptions: Com ments/Assumptions the Envelope Assemblies table for values. 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 11/05/20 Data filename: H:\Case Engineering Inc\CBA\ICA-CO-05-20 CBA -Wheat Ridge, CO\Elec\CBA Wheat Ridge CO - Page 5 of 9 2015 IECC comcheck envelope.cck d `; Section /AIA # Rough -In Electrical Inspection Complies? Comments/Assumptions l♦ & Req.ID C405.2.1 ',Lighting controls installed to uniformly',❑Complies ',Requirement will be met. pC [EL15]1 1 reduce the lighting load by at least❑Does Not /pg DVJ�S� 150%. �❑Not i , Observable', ❑Not Applicable 1 C405.2.1 ',Occupancy sensors installed in❑Complies ',Requirement will be met. [EL18]1 !required spaces.❑Does Not ❑Not Observable ❑Not Applicable C405.2.1, ',Independent lighting controls installed❑Complies ',Requirement will be met. C405.2.2. !per approved lighting plans and all Not 3 �❑Does !manual controls readily accessible and ',❑Not �', [EL23]2 ',visible to occupants. Observable ❑Not Applicable C405.2.2. ',Automatic controls to shut off all❑Complies Requirement will be met. 1 ,building lighting installed in all❑Does Not [EL22]2 1�buildings. I❑Not Observable', ❑Not Applicable C405.2.3 ,Daylight zones provided with❑Complies Requirement will be met. [EL16]2 individual controls that control the❑Does Not !lights independent of general area !lighting. Observable', ��,❑Not i Applicable C405.2.3, ',Primary sidelighted areas are❑Complies ',Exception: Requirement does not apply. C405.2.3. !equipped with required lighting�❑Does Not 1, C405.2.3. ,controls. I❑Not Observable', 2 ��,❑Not Applicable [EL2011 C405.2.3, !Enclosed spaces with daylight area❑Complies 1 Exception: Requirement does not apply. C405.2.3. !under skylights and rooftop monitors❑Does Not i 1, !are equipped with required lighting i C405.2.3. ',controls.❑Not Observable', ��,❑Not Applicable 3 [EL2111 C405.2.4 ',Separate lighting control devices for❑Complies ',Requirement will be met. [EL4]1 !specific uses installed per approved❑Does Not !lighting plans. i❑Not Observable', ❑Not Applicable C405.2.4 ',Additional interior lighting power❑Complies ',Requirement will be met. [EL8]1 !allowed for special functions per the❑Does Not !approved lighting plans and is automatically controlled and❑Not Observable', �',❑Not Applicable separated from general lighting. C405.2.5 (Automatic lighting controls for exterior)❑Complies ',Requirement will be met. [EL25]no11 !lighting installed. Controls will be ❑Does Not !daylight controlled, set based on i business operation time -of -day, or❑Not Observable', ��,❑Not Applicable reduce connected lighting > 30o�u C405.3 I Exit signs do not exceed 5 watts per❑Complies ',Requirement will be met. [EL6]1 (face.❑Does Not ❑Not Observable �1 ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 11/05/20 Data filename: H:\Case Engineering Inc\CBA\ICA-CO-05-20 CBA -Wheat Ridge, CO\Elec\CBA Wheat Ridge CO - Page 6 of 9 2015 IECC comcheck envelope.cck CAA 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 11/05/20 Data filename: H:\Case Engineering Inc\CBA\ICA-CO-05-20 CBA -Wheat Ridge, CO\Elec\CBA Wheat Ridge CO - Page 7 of 9 2015 IECC comcheck envelope.cck d `; Section /AIA # Final Inspection Complies? Comments/Assumptions l♦ & Req.ID C303.3, Furnished O&M instructions for❑Complies Requirement will be met. C408.2.5. !systems and equipment to the❑Does Not , jry9 DtJ�9 2 building owner or designated i��❑Not [FI17] ',representative. Observable, �❑Not Applicable C405.4.1 1 Interior installed lamp and fixture❑Complies I See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what❑Does Not is shown on the approved lighting plans, demonstrating proposed watts❑Not Observable', �',❑Not Applicable Tare less than or equal to allowed watts. C405.5.1 I Exterior lighting power is consistent❑Complies I See the Exterior Lighting fixture schedule for values. [FI19]1 !with what is shown on the approved❑Does Not !lighting plans, demonstrating ',proposed watts are less than or equal❑Not Observable', �',❑Not Applicable Ito allowed watts. C408.2.5. I Furnished as -built drawings for❑Complies I Requirement will be met. 1 !electric power systems within 90 days❑Does Not [FI16]3 system acceptance. �of ❑Not Observable', ❑Not Applicable C408.3 ,Lighting systems have been tested to❑Complies Requirement will be met. [FI33]l !ensure proper calibration, adjustment, ❑Does Not !�programming, and operation. i',❑Not Observable 'I ,❑Not Applicable 1 Additional Comments/Assumptions: 1 High Impact (Tier 1) XVMedium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 11/05/20 Data filename: H:\Case Engineering Inc\CBA\ICA-CO-05-20 CBA -Wheat Ridge, CO\Elec\CBA Wheat Ridge CO - Page 8 of 9 2015 IECC comcheck envelope.cck CAA Project Title: CBA Wheat Ridge CO Report date: 11/05/20 Data filename: H:\Case Engineering Inc\CBA\ICA-CO-05-20 CBA -Wheat Ridge, CO\Elec\CBA Wheat Ridge CO - Page 9 of 9 2015 IECC comcheck envelope.cck �,geott gsso i COMcheck Software Version 4.1.2.1 CAA Mechanical Compliance Certificate o`.40 LAI] Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: Kipling St & W 38th Ave Wheat Ridge, CO 2015 IECC CBA Wheat Ridge CO Wheat Ridge, Colorado 5b New Construction Owner/Agent: Billy Green Christian Brothers Automotive 17725 Katy Freeway, Suite 200 Houston, TX 77094 281-675-6100 billy.green@cbac.com Designer/Contractor: John A. Brutsche Icon Architects, Inc. 703 San Ysidro Trail Mansfield, TX 76063 817-946-7503 icon-arch@outlook.com Additional Efficiency Package(s) Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 80 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Split System, Capacity = 48 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: None Proposed Efficiency = 14.00 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 1 1 Office Area -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 1600 CFM, 1.0 motor nameplate hp, 0.7 fan efficiency grade Water Heater 1: Electric Storage Water Heater, Capacity: 20 gallons Proposed Efficiency: 1.65 SL, %/h (if > 12 kW), Required Efficiency: 1.65 SL, %/h (if > 12 kW) Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.2.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Darrell R. Case Name - Title p4 REGI nature Q-�7— err, ARRF I.,y CAAUMBER 2485 NAbL'°�ti -. 10-28-2020 Date Project Title: CBA Wheat Ridge CO Report date: 10/27/20 Data filename: N:\2020\Icon Arch itects\Christian Brothers Automotive\ICA-CO-05-20 CBA -Wheat Ridge, CO -LHS Page 1 of 9 Bay\Meth\CBA Wheat Ridge CO - 2015 IECC comcheck envelope.cck Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 10/27/20 Data filename: N:\2020\Icon Arch itects\Christian Brothers Automotive\ICA-CO-05-20 CBA -Wheat Ridge, CO -LHS Page 2 of 9 Bay\Mech\CBA Wheat Ridge CO - 2015 IECC comcheck envelope.cck �,�ebvtt Assocldm races c• � COMcheck Software Version 4.1.2.1 CAA Inspection Checklist Energy Code: 2015 IECC Requirements: 46.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 ;Plans, specifications, and/or ;❑Complies [PR2]1 ;calculations provide all information :❑Does Not iwith which compliance can be Observable ;determined for the mechanical ;systems and equipment and ;❑Not Applicable ; ;document where exceptions to the ;standard are claimed. Load calculations per acceptable ;engineering standards and ;handbooks. C103.2 ;Plans, specifications, and/or ;❑Complies ; [PR3]1 ;calculations provide all information :❑Does Not ;with which compliance can be Observable ;determined for the service water heating systems and equipment and ;❑Not Applicable ; ;document where exceptions to the ;standard are claimed. Hot water ; system sized per manufacturer's ;sizing guide. C406 ,Plans, specifications, and/or ;❑Complies ; [PR9]1 calculations provide all information :❑Does Not (with which compliance can be ;determined for the additional energy ;❑Not Observable ;efficiency package options. ;❑Not Applicable ; Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 10/27/20 Data filename: N:\2020\Icon Arch itects\Christian Brothers Automotive\ICA-CO-05-20 CBA -Wheat Ridge, CO -LHS Page 2 of 9 Bay\Mech\CBA Wheat Ridge CO - 2015 IECC comcheck envelope.cck P"'t0'r # I Footing / Foundation Inspection & Req ID C402.2.6 ',Radiant heating systems panels [FO12]3 !insulated to >=R-3.5 on face opposite ',space being heated. .4. 1 Snow/ice melting system sensors for !future connection to controls. Freeze .4. protection systems have automatic ,controls installed. [F09]3 Additional Comments/Assumptions: Complies? Comments/Assumptions :Omplies See the Envelope Assemblies table for values. )oes Not lot Observable s Not Observable Applicable Exception: Requirement does not apply. 1 High Impact (Tier 1) XVMedium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 10/27/20 Data filename: N:\2020\Icon Arch itects\Christian Brothers Auto motive\ICA-CO-05-20 CBA -Wheat Ridge, CO -LHS Page 3 of 9 Bay\Mech\CBA Wheat Ridge CO - 2015 IECC comcheck envelope.cck P"''0'«Irs. d `; Section /AIA # Plumbing Rough -In Inspection Complies? Comments/Assumptions l♦ & Req.ID Heatedyopipiinng conforms ODomplies ',, Exception: Requirement does not apply. C404.5.1, I length and !requirements. Not '�� i 'pg �N�S\pc C404.5.2 Refer to section details. ❑Not Observable', [PL6]3 ❑Not Applicable C404.5, !Heated water supply piping conforms❑Complies 1 Exception: Requirement does not apply. C404.5.1, Ito pipe length and volume �❑Does Not C404.5.2 !requirements. Refer to section details. ❑Not Observable', [PL6]3 ❑Not Applicable C404.6.3 I Pumps that circulate water between a❑Complies 1 Exception: Requirement does not apply. [PL7]3 1 heater and storage tank have controls❑Does Not �,that limit operation from startup to <= 5 minutes after end of heating I❑Not Observable', ��,❑Not Applicable Icycle. C404.6.3 Pumps that circulate water between a❑Complies 1 Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls❑Does Not !that limit operation from startup to <= 5 minutes after end of heating I❑Not Observable', ��,❑Not Applicable Icycle. C404.7 Water distribution system that pumps❑Complies 1 Exception: Requirement does not apply. [PL8]3 water from a heated -water supply❑Does Not pipe back to the heated -water source Observable', through a cold -water supply pipe is a❑Not Applicable demand recirculation water system.❑Not Pumps within this system have controls that start the pump upon receiving a signal from the action of a I I user of a fixture or appliance and limits the temperature of the water !entering the cold -water piping to 104°F. C404.7 Water distribution system that pumps❑Complies 1 Exception: Requirement does not apply. [PL8]3 water from a heated -water supply❑Does Not pipe back to the heated -water source Observable', through a cold -water supply pipe is a❑Not Applicable demand recirculation water system.❑Not Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water !entering the cold -water piping to 104°F. Additional Comments/Assumptions: 1 High Impact (Tier 1) XVMedium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 10/27/20 Data filename: N:\2020\Icon Arch itects\Christian Brothers Auto motive\ICA-CO-05-20 CBA -Wheat Ridge, CO -LHS Page 4 of 9 Bay\Mech\CBA Wheat Ridge CO - 2015 IECC comcheck envelope.cck P"''0'«Irs. d `; Section /AIA # Mechanical Rough -In Inspection Complies? Comments/Assumptions l♦ & Req.ID lheadngineffective urfaces of ODoesplies ',Exception: Requirement does not apply. [ME41]3C402.2.6 !sensible pa nesahavenel !insulation Not 'pg �N�S\pc i❑Not >= R-3.5. Observable', ❑Not Applicable C403.2.13 Unenclosed spaces that are heated❑Complies ',Exception: Requirement does not apply. [ME71]2 !use only radiant heat.❑Does Not ❑Not Observable �', ❑Not Applicable 1 C403.2.3 ',HVAC equipment efficiency verified.❑Complies See the Mechanical Systems list for values. [ME55]2❑Does Not ❑Not Observable �', ❑Not Applicable C403.2.6. ',Demand control ventilation provided❑Complies ',Exception: Requirement does not apply. 1 !for spaces >500 ft2 and >25❑Does Not [ME59]1 1�people/1000 ft2 occupant density and �',❑Not ',served by systems with air side Observable', Applicable auto modulating outside❑Not ',economizer, ��air damper control, or design airflow 1� >3,000 cfm. ' C403.2.6. ',Enclosed parking garage ventilation❑Complies ',Exception: Requirement does not apply. 2 !has automatic contaminant detection❑Does Not [ME115]3 land capacity to stage or modulate❑Not ',fans to 50% or less of design capacity. Observable ❑Not Applicable C403.2.7 Exhaust air energy recovery on❑Complies Exception: Requirement does not apply. [ME57]1 !systems meeting Table C403.2.7(1)❑Does Not !and C403.2.7(2). i❑Not Observable', ❑Not Applicable C403.2.8 Kitchen exhaust systems comply with❑Complies Exception: Requirement does not apply. [ME116]3 !replacement air and conditioned❑Does Not !supply air limitations, and satisfy hood 1, rating requirements and maximum ❑Not Observable', �❑Not Applica ble ,exhaust rate criteria. C403.2.9 I HVAC ducts and plenums insulated.❑Complies I Requirement will be met. [ME60]2 !Where ducts or plenums are installed❑Does Not !in or under a slab, verification may need to occur during Foundation I❑Not Observable', ❑Not Applicable ,Inspection. C403.2.9 ',Ducts and plenums sealed based on❑Complies ',Requirement will be met. [ME10]2 !static pressure and location.❑Does Not �', �',❑Not Observable �'I ❑Not Applicable C403.2.9. ',Ductwork operating >3 in. water❑Complies ',Exception: Requirement does not apply. 1.3 ,column requires air leakage testing.❑Does Not [ME11]3❑Not Observable', ❑Not Applicable C403.4.4. ,Multiple zone VAV systems with DDC❑Complies ',Exception: Requirement does not apply. 6 lof individual zone boxes have static❑Does Not [ME110]3 '!pressure setpoint reset controls. See the Mechanical Systems list for values. ❑Not Observable', ❑Not Applicable 1 C408.2.2. ',Air outlets and zone terminal devices❑Complies Requirement will be met. 1 (have means for air balancing.❑Does Not [ME53]3 i, �I❑Not Observable ', ❑Not Applicable �, 1 High Impact (Tier 1) XVMedium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 10/27/20 Data filename: N:\2020\Icon Arch itects\Christian Brothers Auto motive\ICA-CO-05-20 CBA -Wheat Ridge, CO -LHS Page 5 of 9 Bay\Mech\CBA Wheat Ridge CO - 2015 IECC comcheck envelope.cck P"'t0'r #Mechanical & Req .ID Rough -In Inspection Complies? Comments/Assumptions `s dksnlf lies'Exception: Requirement does not apply. C403.5.1, Icoolersror walinated eezeecass servednby ❑DoespNot 'pg �N�S\0 C403.5.2 !remote compressors and remote [ME123]3 ',condensers not located in a I❑Not Observable 'I �',❑Not Applicable condensing unit, have fan -powered '!condensers that comply with Sections IC403.5.1 and refrigeration compressor', (,systems that comply with C403.5.2.. Additional Comments/Assumptions: 1 High Impact (Tier 1) XVMedium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 10/27/20 Data filename: N:\2020\Icon Arch itects\Christian Brothers Auto motive\ICA-CO-05-20 CBA -Wheat Ridge, CO -LHS Page 6 of 9 Bay\Mech\CBA Wheat Ridge CO - 2015 IECC comcheck envelope.cck d `; Section /AIA # Final Inspection Complies? Comments/Assumptions l♦ & Req.ID C303.3, ',Furnished O&M manuals for HVAC❑Complies OC C408.2.5. !systems within 90 days of system❑Does !acceptance. Not , �pg D�J�S� 3 [F18]3❑Not Observable', ❑Not Applicable C403.2.2 1 HVAC systems and equipment ❑Complies !Requirement will be met. [F127]3 (capacity does not exceed calculated❑Does Not loads.i �❑Not Observable', ❑Not Applicable 1 C403.2.4. Heating and cooling to each zone is❑Complies Requirement will be met. 1 !controlled by a thermostat control.❑Does Not [F147]3 !Minimum one humidity control device ',per installed I❑Not Observable', �',❑Not Applicable (humidification/dehumidification iisystem. C403.2.4. ',Thermostatic controls have a 5 °F❑Complies Requirement will be met. 1.2 Ideadband.�❑Does Not [FI38]3 ��, �',❑Not Observable', ,❑Not Applicable C403.2.4. ',Temperature controls have setpoint❑Complies Requirement will be met. 1.3 ,overlap restrictions.❑Does Not [1`12 0]3 i, i',❑Not Observable', ❑Not Applicable C403.2.4. Each zone equipped with setback❑Complies Requirement will be met. 2 !controls using automatic time clock or❑Does Not [FI39]3 !programmable control system.❑Not Observable', ❑Not Applicable C403.2.4. ',Automatic Controls: Setback to 550F❑Complies Requirement will be met. 2.1, 1(heat) and 85°F (cool); 7 -day clock, 2 -❑Does Not C403.2.4. !hour occupant override, 10 -hour Observable 2.2 [F140]3 ',backup❑Not �',❑Not Applicable C403.2.4. !Systems include optimum start I❑Complies ',Exception: Requirement does not apply. 2.3 (controls.❑Does Not [FI41]3❑Not Observable', ❑Not Applicable 1 C404.3 Heat traps installed on supply and❑Complies Requirement will be met. [Fl 11]3 discharge piping of non -circulating ❑Does Not systems. i',❑Not Observable', ❑Not Applicable C404.4 piping insulated in accordance with',❑Complies ',Requirement will be met. JAll [F125]2 section details and Table C403.2.10. ❑Does Not �',❑Not Observable �'I ❑Not Applicable C408.2.1 !Commissioning plan developed by❑Complies [F128]1 (registered design professional or❑Does Not !approved agency. i❑Not Observable', ❑Not Applicable C408.2.3. HVAC equipment has been tested to❑Complies 1 !ensure proper operation.❑Does Not [1`I31]1 i, i',❑Not Observable ', ❑Not Applicable �, 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 10/27/20 Data filename: N:\2020\Icon Arch itects\Christian Brothers Auto motive\ICA-CO-05-20 CBA -Wheat Ridge, CO -LHS Page 7 of 9 Bay\Mech\CBA Wheat Ridge CO - 2015 IECC comcheck envelope.cck d `; Section /AIA # Final Inspection Complies? Comments/Assumptions l♦ & Req.ID C408.2.3. ',HVAC control systems have been❑Complies 2 !tested to ensure proper operation,❑Does Not i'pan D\J�9 9 �',❑Not [FI10]1 !calibration and adjustment of controls. Observable', ❑Not Applicable C408.2.4 ',Preliminary commissioning report❑Complies [FI29]1 !completed and certified by registered❑Does Not !design professional or approved 'agency. i��,❑Not Observable Applicable C408.2.5. ',Furnished HVAC as -built drawings❑Complies 1 !submitted within 90 days of system❑Does Not [FI7]3 !�acceptance. i',❑Not Observable', ❑Not Applicable C408.2.5. ',An air and/or hydronic system❑Complies 3 !balancing report is provided for HVAC❑Does Not [FI43]1 !�systems. i',❑Not Observable', ❑Not Applicable C408.2.5. ',Final commissioning report due to❑Complies 4 ,building owner within 90 days of❑Does Not [FI30]1 !receipt of certificate of occupancy. i',❑Not Observable', ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 10/27/20 Data filename: N:\2020\Icon Arch itects\Christian Brothers Auto motive\ICA-CO-05-20 CBA -Wheat Ridge, CO -LHS Page 8 of 9 Bay\Mech\CBA Wheat Ridge CO - 2015 IECC comcheck envelope.cck CAA Project Title: CBA Wheat Ridge CO Report date: 10/27/20 Data filename: N:\2020\Icon Arch itects\Christian Brothers Auto motive\ICA-CO-05-20 CBA -Wheat Ridge, CO -LHS Page 9 of 9 Bay\Mech\CBA Wheat Ridge CO - 2015 IECC comcheck envelope.cck races �,�ebvtt Assocldm c• � COMcheck Software Version 4.1.1.0 CAA EN.fl Envelope Compliance Certificate 11�;/a/ng o`J\� Project Information Energy Code: 2018 IECC Project Title: CBA Wheat Ridge CO Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: New Construction Vertical Glazing / Wall Area: 2% Construction Site: Owner/Agent: Designer/Contractor: Kipling St & W 38th Ave Billy Green John A. Brutsche Wheat Ridge, CO Christian Brothers Automotive Icon Architects, Inc. 17725 Katy Freeway, Suite 200 703 San Ysidro Trail Houston, TX 77094 Mansfield, TX 76063 281-675-6100 817-946-7503 billy.green@cbac.com icon-arch@outlook.com Additional Efficiency Package(s) Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Building Area Floor Area 1 -Automotive Facility : Nonresidential 5354 Envelope Assemblies Assembly Gross Area or Perimeter Cavity Cont. R -Value R -Value Proposed U -Factor Budget U - Factor(a) Roof 1: Attic Roof with Wood Joists, [Bldg. Use 1 - Automotive Facility] 5354 60.0 0.0 0.017 0.027 Floor 1: Slab -On -Grade: Unheated, [Bldg. Use 1 -Automotive 450 --- --- 0.730 0.540 Facility] (c) NORTH Exterior Wall 2: Wood -Framed, 16" o.c., [Bldg. Use 1 - Automotive 252 21.0 0.0 0.062 0.064 Facility] Window 2: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 16 --- --- 0.400 0.380 Product ID Kawneer T14000, SHGC 0.25, VT 0.20, [Bldg. Use 1 - Automotive Facility] (b) Door 1: Insulated Metal, Swinging, [Bldg. Use 1 -Automotive Facility] 24 --- --- 0.500 0.370 Exterior Wall 3: Wood -Framed, 16" o.c., [Bldg. Use 1 - Automotive 1773 21.0 0.0 0.062 0.064 Facility] Door 2: Insulated Metal, Swinging, [Bldg. Use 1 -Automotive Facility] 48 --- --- 0.500 0.370 Door OH: Insulated Metal, Non -Swinging, [Bldg. Use 1 -Automotive 960 --- --- 0.125 0.179 Facility] EAST Exterior Wall 1: Wood -Framed, 16" o.c., [Bldg. Use 1 - Automotive 306 21.0 0.0 0.062 0.064 Facility] Window 1: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 44 --- --- 0.400 0.380 Product ID Kawneer T14000, SHGC 0.25, VT 0.20, [Bldg. Use 1 - Automotive Facility] (b) SOUTH Project Title: CBA Wheat Ridge CO Report date: 12/10/20 Data filename: F:\Projects\Christian Brothers Automotive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge c Page 1 of 9 - 2018 IECC comcheck envelope.cck (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation (c) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. me re Project Title: CBA Wheat Ridge CO Report date: 12/10/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 2 of 9 - 2018 IECC comcheck envelope.cck Pbbottp�o es raT ode /N U Assembly Gross Area Cavity Cont. Proposedg� or R-Value R-Value U-Factor ��yy,,���� Perimeter o` Exterior Wall 5: Wood-Framed, 16" o.c., [Bldg. Use 1 - Automotive 1773 21.0 0.0 0.062 d, Facility] Exterior Wall 6: Wood-Framed, 16" o.c., [Bldg. Use 1 - Automotive 252 21.0 0.0 0.062 0.064 Facility] Window 3: Metal Frame with Thermal Break:Fixed, Pert. Specs.: 11 --- --- 0.400 0.380 Product ID Kawneer T14000, SHGC 0.25, VT 0.20, [Bldg. Use 1 - Automotive Facility] (b) Door 4: Insulated Metal, Swinging, [Bldg. Use 1 - Automotive Facility] 24 --- --- 0.500 0.370 WEST Exterior Wall 4: Wood-Framed, 16" o.c., [Bldg. Use 1 - Automotive 440 21.0 0.0 0.062 0.064 Facility] (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation (c) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. me re Project Title: CBA Wheat Ridge CO Report date: 12/10/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 2 of 9 - 2018 IECC comcheck envelope.cck races �,�ebvtt Assocldm c• � COMcheck Software Version 4.1.1.0 CAA Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID Plans and/or specifications provide all ;❑Complies C103.2 [PR1]1 information with which compliance :❑Does Not ;can be determined for the building ; Observable ;envelope and document where❑Not exceptions to the standard are ;❑Not Applicable ; claimed. ;The vertical fenestration area <= 30 OComplies ; C402.4.1 [PR10]1 'I percent of the gross above -grade wall❑Does Not area. ❑Not Observable: ❑Not Applicable C402.4.1 'The skylight area <= 3 percent of the ;❑Complies ; [PR11]1 gross roof area. ;❑Does Not ❑Not Observable: ❑Not Applicable C402.4.2 In enclosed spaces > 2,500 ft2 ;❑Complies ; [PR14]1directly under a roof with ceiling :❑Does Not ;heights >15 ft. and used as an office, 1 Observable ;lobby, atrium, concourse, corridor,❑Not storage, gymnasium/exercise center,❑Not Applicable ;convention center, automotive ; ;service, manufacturing, non- ; refrigerated warehouse, retail store, distribution/sorting area, itransportation, or workshop, the ; following requirements apply: (a) the idaylight zone under skylights is >= I half the floor area; (b) the skylight ; I rea to daylight zone is >= 3 percent (with a skylight VT >= 0.40; or a ;minimum skylight effective aperture >= 1 percent. Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 12/10/20 Data filename: F:\Projects\Christian Brothers Automotive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge c Page 3 of 9 - 2018 IECC comcheck envelope.cck d `; Section /AIA # Footing /Foundation Inspection Complies? Comments/Assumptions l♦ & Req.ID C303.2 ',Slab edge insulation installed per❑Complies OC [F04 ]2 !manufacturer's instructions.❑Does Not i, pg DVJ�S� ❑Not Observable �', ❑Not Applicable C303.2.1 ',Exterior insulation protected against❑Complies [FO6]1 !damage, sunlight, moisture, wind,❑Does Not !landscaping and equipment maintenance activities.❑Not Observable', �❑Not Applicable C402.2.4 ',Slab edge insulation R-value.❑Complies See the Envelope Assemblies table for values. [FO3]2❑Does Not ❑Not Observable �', ❑Not Applicable 1 C402.2.4 Sl ab edge insulation depth/length.❑Complies See the Envelope Assemblies table for values. [F07 ]2 Slab insulation extending away from❑Does Not building is covered by pavement or❑Not �', >= 10 inches of soil.❑Not Observable Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 12/10/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 4 of 9 - 2018 IECC comcheck envelope.cck d `; Section /AIA # Framing /Rough -In Inspection Complies? Comments/Assumptions l♦ & Req.ID C303.1.3 ',Fenestration products rated in❑Complies OC [FR12]2 !accordance with NFRC. �❑Does Not i, pg DVJ�S� ❑Not Observable �', ❑Not Applicable C303.1.3 ',Fenestration products are certified as❑Complies [FR13]1 Ito performance labels or certificates❑Does Not provided. i',❑Not Observable ❑Not Applicable C402.4.3 Vertical fenestration SHGC value.❑Complies See the Envelope Assemblies table for values. [FR10]1❑Does Not ❑Not Observable �', ❑Not Applicable C402.4.3, iVertical fenestration U-Factor.❑Complies See the Envelope Assemblies table for values. C402.4.3. Not 4 [FR8]1❑Not �❑Does Observable', ❑Not Applicable C402.4.4 I U -factor of opaque doors associated❑Complies ',See the Envelope Assemblies table for values. [FR14]2 (with the building thermal envelope❑Does Not !meets requirements. ii ❑Not Observable', ❑Not Applicable C402.5.1. ',The building envelope contains a❑Complies 2.1 !continuous air barrier that is sealed in❑Does Not [FR19]1 !an approved manner and material ',permeability <= 0.004 dfm/ft2. Air❑Not Observable', Applicable (barrier penetrations are sealed in an❑Not ilapproved manner. C402.5.2, Factory -built fenestration and doors❑Complies C402.5.4 !are labeled as meeting air leakage❑Does Not [FR18]3 !requirements. i❑Not Observable', ❑Not Applicable C402.5.7 ',Vestibules are installed on all building❑Complies [FR17]3 !entrances. Doors have self-closing❑Does Not devices. i❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) M medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 12/10/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 5 of 9 - 2018 IECC comcheck envelope.cck P"'t0'r Mechanical Rough -In Inspection I Complies? Comments/Assumptions C402.5.5, ',Stair and elevator shaft vents have ',❑Complies C403.2.4. !motorized dampers that automatically❑Does Not 3 !,close. Refernece section C403.7.7 for [ME3]3 ',operational details.❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 12/10/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 6 of 9 - 2018 IECC comcheck envelope.cck d `; Section / # Insulation Inspection Complies? Comments/Assumptions l♦ �� & Req.ID C303.1 ',Roof insulation installed per❑Complies OC G��d�pg [IN3]1 !manufacturers instructions. Blown or ❑Does Not ��, p�J�IN !poured loose -fill insulation is installed i only where the roof slope is <=3 in❑Not Observable', �',❑Not Applicable 112. C402.2.1 !Insulation installed on a suspended❑Complies [IN20]1 !ceiling having ceiling tiles is not being❑Does Not !specified for roor/ceiling assemblies. , 'Continuous insulation board installed❑Not Observable', Applicable ,in 2 or more layers with edge joints❑Not offset between layers. C303.1 ',Building envelope insulation is labeled❑Complies [IN10]2 (with R -value or insulation certificate ❑Does Not !providing R -value and other relevant ',data.❑Not Observable', i ��,❑Not Applicable C303.2 ',Above -grade wall insulation installed❑Complies [IN7]1 !per manufacturer's instructions.❑Does Not �', �',❑Not Observable �'I ❑Not Applicable C303.2.1 Exterior insulation is protected from❑Complies [IN14]2 !damage with a protective material.❑Does Not !,Verification for exposed foundation insulation may need to occur during❑Not Observable', �',❑Not Applicable Foundation Inspection. C402.1.3 i, Non -swinging opaque doors have R -❑Complies [IN19]3 14.75 insulation.❑Does Not �',❑Not Observable ❑Not Applicable C402.2.3 ',Above -grade wall insulation R-value.❑Complies See the Envelope Assemblies table for values. [IN6]1❑Does Not ❑Not Observable �1 ❑Not Applicable C402.2.3 ',Floor insulation R-value.❑Complies See the Envelope Assemblies table for values. [IN8]2❑Does Not ❑Not Observable �1 ❑Not Applicable C402.2.6 ',Radiant panels and associated❑Complies [IN18]3 !components, designed for heat❑Does Not i,transfer from the panel surfaces to the 1',occupants or indoor space are ❑Not Observable', Applicable insulated with a minimum of R-3.5.❑Not C402.2.2 I Roof R -value. For some ceiling❑Complies I See the Envelope Assemblies table for values. [I N2]1 !systems, verification may need to❑Does Not during Framing Inspection. i',❑Not ,occur Observable', ,❑Not Applicable C402.5.1. ',All sources of air leakage in the❑Complies 1 !building thermal envelope are sealed,❑Does Not [IN1]1 ��caulked, gasketed, weather stripped❑Not ',or wrapped with moisture vapor- Observable', �',❑Not Applicable ! permeable wrapping material to minimize air leakage. Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 12/10/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 7 of 9 - 2018 IECC comcheck envelope.cck d `; Section /AIA # Final Inspection Complies? Comments/Assumptions l♦ & Req.ID C402.5.6 ',Weatherseals installed on all loading❑Complies OC [FI37]1 !dock cargo door openings and provide❑Does Not i�pg ��J�S� !direct contact along the top and sides 1 i ',of vehicles parked in the doorway.❑Not Observable', �❑Not Applicable C402.5.6 1,Weatherseals installed on all loading❑Complies [FI37]1 !dock cargo door openings and provide❑Does Not !direct contact along the top and sides 1 'of vehicles parked in the doorway. i��,❑Not I❑Not Observable Applicable C402.5.6 1,Weatherseals installed on all loading❑Complies [FI37]1 !dock cargo door openings and provide❑Does Not !direct contact along the top and sides ',of vehicles parked in the doorway. I❑Not Observable', ❑Not Applicable C402.5.6 Weatherseals installed on all loading❑Complies [FI37]1 !dock cargo door openings and provide❑Does Not !direct contact along the top and sides 1 ',of vehicles parked in the doorway. I❑Not Observable', ❑Not Applicable C402.5.8 ',Recessed luminaires in thermal❑Complies [FI26]3 !envelope to limit infiltration and be IC❑Does Not !rated and labeled. Seal between Observable 'interiorfinish and luminaire housing. i��,❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: CBA Wheat Ridge CO Report date: 12/10/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 8 of 9 - 2018 IECC comcheck envelope.cck CAA Project Title: CBA Wheat Ridge CO Report date: 12/10/20 Data filename: F:\Projects\Christian Brothers Auto motive\Wheat Ridge, CO at Kiping St\City\CBA Wheat Ridge ( Page 9 of 9 - 2018 IECC comcheck envelope.cck � ► 44" City of Wheat Ridge '/� Commercial New Structure PERMIT - 202002322 PERMIT NO: 202002322 ISSUED: 05/18/2021 JOB ADDRESS: 3865 Kipling St EXPIRES: 05/18/2022 JOB DESCRIPTION: New commercial building for Christian Brothers Automotive - light automotive repair shop - 5,345 sq ft total *** CONTACTS *** OWNER (936)439-3303 CHRISTIAN BROTHERS AUTOMOTIVE SUB (720)290-1944 WILLIAM KEIL 060192 BK PLUMBING/BK MECHANICAL SUB (937)771-2899 BRUCE MEADOR 210071 THE IDEAL COMAPNY INC SUB (303) 797-3920 TAY SWENSON 021093 MARXAIRE INC. SUB (303)746-2743 MICHAEL ANDRASSI 210070 GREATWEST ELECTRICAL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: l / Commr Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 900,000.00 FEES Total Valuation 0.00 Plan Review Fee 31842.83 Use Tax 18,900.00 Permit Fee 51912.05 Engin. Review Fee 21000.00 ** TOTAL ** 30, 654.88 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Approved per Case Nos. WSP-20-02, CUP -20-01, LLA -20-06. 44" City of Wheat Ridge _A� Commercial New Structure PERMIT - 202002322 PERMIT NO: 202002322 ISSUED: 05/18/2021 JOB ADDRESS: 3865 Kipling St EXPIRES: 05/18/2022 JOB DESCRIPTION: New commercial building for Christian Brothers Automotive - light automotive repair shop - 5,345 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/18/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 385 rl�IN6- sr, City of Wheatl j,gie COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 237-8929 May 22, 2020 Craig Kinard Equinox Properties, LLC 12 Meadow View Lane Greenwood Village, CO 80121 7500 W. 29th Ave. Wheat Ridge i Qpmes,Vc Mail Only or delivery information, vis RI Irl Certified Mail Fee -a $ M Elora Services & Fees (check box, add fee as approphate) E] Return Receipt.(hardc py) $ E3 ❑ Return Receipt (electronic) $ Postmark 0 ❑ Certifed Mail Restricted Delivery $ Here C3 E3 ❑ Adult Signature Required $ n ❑Adult Signature Restricted Delivery $ O G G Postage Ir $ Total Postage and Fees O M $ CO Sent To Com'*--- IN C r` - - -� �'e-`---!t��---�------- Street and Apt. N ., or PO Box No. tEl.�� LIJ --1Z---M�-�----w Ci , State, ZIP+4 %r,2E'wooD Ul[ A -4r, , Cts �?al zt RE: Fire damaged structure at 3865 Kipling St., Wheat Ridge CO 80033 Dear Mr. Kinard, This letter is to memorialize the conversation we had and email I sent you on May 20, 2020. A few weeks ago the white "garage" structure sustained substantial fire damage and is now considered a dangerous building in accordance with the 1997 Abatement of Dangerous Buildings Code section 302, subsections 4 and 12. 4. Whenever any portion thereof has been damaged by fire, earthquake, wind, flood or by any other cause, to such an extent that the structural strength or stability thereof is materially less than it was before such catastrophe and is less than the minimum requirements of the Building Code for new buildings of similar structure, purpose or location. 12. Whenever the building or structure has been so damaged by fire, wind, earthquake or flood, or has become so dilapidated or deteriorated as to become (i) an attractive nuisance to children; (ii) a harbor for vagrants, criminals or immoral persons; or as to (iii) enable persons to resort thereto for the purpose of committing un -lawful or immoral acts. You will be required to demolish the structure and remove all remaining debris from the property. Prior to doing so, you will need to obtain a demolition permit through the Colorado Department of Public Health and Environment and the City of Wheat Ridge, and have a licensed demolition contractor perform the work. Please obtain both permits within 30 days of this notice, and remove the structure with 30 days after obtaining the permit from the City of Wheat Ridge. I appreciate your cooperation in this matter. Sincerely, 4 Randy SI sser, CBO Chief Building Official 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 www.ci.wheatridge.co.us City of Wheat Ridge Commercial Demolition PERMIT - 202001394 PERMIT NO: 202001394 ISSUED: 07/24/2020 JOB ADDRESS: 3865 Kipling St EXPIRES: 07/24/2021 JOB DESCRIPTION: Commercial demolition of burnt barn structure. *** CONTACTS *** OWNER (303)913-2946 KINARD CRAIG SUB (303)420-3366 STEPHEN MITCHELL 190187 SCORPION DEMOLITION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,800.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services 6. The ` uance or! i g of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap is le ode or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Citr of Wheat RiJVe CDA023092 AMOUNT SHP 3%b Koiig St 50.OU APPL/PERMIT NO2 21020O1394 PAYMENT RECEIVED AMOUNT ;P / 8220 50.00 AUTH C0�/ 78676778 TOW 50.00 Dina From: no-reply@ci.wheatridge.co.us Sent: Thursday, July 23, 2020 1:58 PM To: CommDev Permits Subject: Online Form Submittal: General Permit Application Categories: Dina General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3865 Kipling St Wheat Ridge CO 80033 Property Owner Name Craig Kinard Property Owner Phone 3039132946 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Ckinard942@aol.com Address Attach City of Wheat Wheat Ridge permit payment.pdf Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** CONTACT INFORMATION Submitting General Scorpion Demolition LLC Contractor or Architect Contractor's License 190187 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) I Contract Phone Number 3034203366 (enter WITH dashes, eg 303-123-4567) Contact Email Address Sabrina.gutierrez@scorpiondemolition.com Retype Contact Email Sabrina.gutierrez@scorpiondemolition.com Address DESCRIPTION OF WORK Detailed Scope of Work - Complete structure demolition of burnt barn structure and out Provide a detailed structures description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of scope 816 of work Location of work Demo the entire structure (backyard, on roof, etc) Project Value (contract $3,800 value or cost of ALL materials and labor) Upload Engineer letter, Wheat Ridge Demo Permit Submittal.pdf other documents on 8 1/2" x 11" Upload Asbestos Report Wheat Ridge Demo Permit Submittal.pdf if triggler level is met per CDPHE regulation. Upload Drawings 11 " x Field not completed. 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit z issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Sabrina Gutierrez Permit Email not displaying correctly? View it in your browser. ~JIIIl.IJ~w'""l'<'''''.''_' , .. ,~,,,,~,,,,"""'O'~'< ,,,,,,M,,,,,,""'l""oIIl!1.lI!Il,O'. ,,' "n.l.ll,.t~trl!fllil.<I!!!~f~~~N"'''''' 'iHt~..~,_",''''' ~"",I"/!'~' " ( Building Permit CITY OF WHEAT RIDGE 7$00 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 Permit Number 19190 9/8/2005 Inspection Line 303-234-5933 Residential Demolition PROPERTY 3865 Kipling St Unit: (303) 503-7631 OWNER: Frank Denning Description Demolishing three outbuildings. IFEES IFees IDemolition Permit Fee ITotal Fees 1 ICONTRACTORS IName IHorTle Owner 1 IPaid 1$50.00 1$50.00 1 1 IPhone 1 1 IDue 1$50.00 1$50.00 1 1 1 License # 11 Units: Occupancy: Walls: Roof: Stories: Sq Feet: o .benby cvdfy tUttht: Idb_ d1stnca propoNd by thl. peniUt applkadoD are accurate, ud do Dot violate applicable ord1JwIea, ..... or rep1atiou of the CIty of Wheal Ridp or covenanu, euemotI or nt ofreeord; tlLIl all meuumntnCl thOWD, IDd aBe&atlolU made are aceurate; that I bve read ud qrec to abide by an cORdi priaM' 011 tIIlt .pplkatioa, t I llISUlllle fWI nsplllllllbWty ror eempUancc with the Wheat JUdce BuDdina Code (V.R.C.) and all other appJedJe W .erdIaanea,rw'lt'odI:UlI tbb:p It. 1- i~ SIGNED DATE 11111 pel'Dllt WlUI _eel" _daB" with tlte provWom: let In your .pplk:adoD Hd" .ubJect to tbe Ia_ .rille State ofColondo aad to tile 7..oabII ReaulattDu lUll Bulldhll Code .fWheat Rid:e, CoSondo or any other .pplkable onUaanea oftbe City. ThII pelmdt Iball uplre If (A) the work .uthorlzed Is not couuneneed wltblD Iixty (60) d.y. (imn IsJOe date or (B) the bulldlDl.lld1orized Ia ..upeaded 01' .b....o.ed for . period of 110 d.yt. 3 HthItI permlt iupIra, . _ pennt IIUIY be acquired lor. fee of OD~haU' the amouDt not1Ddy required, pnlvided no ehances h.ve been 01' wII be ....... the orf&ID.aI p1au UIId ipedfk:atlonJ ad any IUIpeDIlon 01' abaadOJUDent hu not uceeded ODe (I) year. If maca an: ~de or iflllJpeaslon or aban.d___ e~ ODe (I) year, fuB fen lhaD be paid fOl'. Dew permit. 4 No work of lay IIlIIUler .1ulII be done tblt will cllUllp the natural Dow of Wlter caullnl I draInace problem. S ClNl"'aetor .lIal1notll'y tile BWIdInI Inspector twenty-four (14) holU'llln advance for a111ntpeet10Dll and sball reeelve written Ip,",vaI OD IupedIea card before proeeedbilwlthmeceilfyeplllleloftlleJob. 6 The lIIIaann of. pcnnk or the approval of drlwbap and .peelfieadollS .haU not be construed to be I pemdt for, nor an approval of, any vIoI.tIoa of the providou of the bulldlai eedes or any other ordbianee, law, rule or rqulatiolL SIGNJD DATE C.IefBWldboc IQpeder Thursday, September 08, 2005 Page 1 of I COMMUNITY OEVELOPMENT DEPARTMENT BUILOING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303.235-2855) APPliCATION \-(M\L D~!\\ ^:'\ .3"fl.,..j J('plffl..j.5+ -'-~'" '"HE., 1', ~ '" - '" u ~ COLOR",QC Property Owner: Property Address: Contractor License No.: Company: Building Permit Number: Date: Phone: 3/6 to 3 -7 to 3 I Phone: OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildina DeDt. Valuation Figure: $ 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown. and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. P os subject to field inspection. ! - --"ATE '1-(" () C; (OWNER)(CONTRACTOR): SIGNED ----OA l)-- (OWNER)(CONTRACTOR):PRINTED f f~-l'\ It, )j e.t\. "-: J Use of Space (description): Description of work: \)e.<I;\.D \ ',1-\ ~ J l Sq. Ft. added SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: ~UILDING COMMENTS: Approval: UBlIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Electrical License No: Company: Expiration Date: Approval: Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ o'----t-tIJ \ ~cLn:~rs Chief Building Official DATE '1-Ii-b") BUILDING DEPARTMENT USE ONLY Roof: Stories: Plumbing License No: Company: Expiration Date: Approval: Residential Units: Mechanical License No: Company: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge. Colorado or any other applicable ordinances of the City. (2) This pennit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires. a new pennit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the narural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a pennit or the approval of drawings and specifications shall not be construed to be a permit for. nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review Is subject to field Inspections. A~' WHt_, ", " a - ~ U ~ C'OLOR/>..f;P NOTICE AND ORDER To PROPERTY OWNER AND ALL CURRENT OCCUPANTS Pursuant to the 1997 Edition and the Uniform Code for the Abatement of Dangerous Bnildings, the 1997 Uniform Housing Code and the 2003 International Property Maintenance Code, the following property is in violation. According to County Records you are the property owner of the described property in violation. August 17, 2005 Certified Article Number 7160 3901 9&44 2&44 260& Property Owner: Attn: Franklin and Lisa Denning 14700 W. 82nd Ave Arvada, CO 80005 SENDERS RECORD Property Description: 2405 BARTHS, COULEHAN GRANGE, WHEAT RIDGE AREA, Key 47, Section 21, Township 3, Range 69 Quarter Section SE or commonly known as: 3865 Kipling Street. Wheat Ridge Colorado 80033 NOTICE The property owner, and all current occupants, are hereby notified that the undersigned Building Official of Wheat Ridge, Colorado, has found the building located on the above described real property to be a Dangerous Building within the meaning of Section 302 of the Uniform Code for the Abatement of Dangerous Buildings, 1997 edition, as adopted by the City of Wheat Ridge, Colorado ("Code"), as more particularly set out below: The building is being used for dwelling purposes and is in violation of the Uniform Code for the Abatement of Dangerous Buildings, sections in bold are the sections that this property is in violation of. SECTION 301 - GENERAL For the purpose of this code, certain tenns, phrases, words and their derivatives shall be construed as specified in either this chapter or as specified in the Building Code or the Housing Code. Where tenns are not defined, they shall have their ordinary accepted meanings within the context with which they are used. Webster's Third new International Dictionary of the English Language, Unabridge, copyright 1986, shall be construed as providing ordinary accepted meanings. Words used in the singuTar masculine gender ineTude the feminine and the feminine the masculine. BUILDING CODE is the International Code Council, as adopted by this jurisdiction. DANGEROUS BUILDING is any buiTding or structure deemed to be dangerous under the provisions of Section 302 of this code. HOUSING CODE is the Uniform Housing Code promulgated by the International Conference ofbuiTding OfficiaTs, as adopted by this jurisdiction. INTERNATIONAL PROPERTY MAINTENANCE CODE is the 2003 IntemationaT Property Maintenance Code promulgated by the International Code Council, as adopted by this jurisdiction. SECTION 302 - DANGEROUS BUILDING For the purpose of this code, any building or structure which has any or all of the conditions or defects hereinafter described shall be deemed to be a dangerous buiTding, provided that such conditions or defects exist to the extent that the Tife, heaTth, property or safety of the public or its occupants are endangered. I. Whenever any door, aisTe, passageway, stairway or other means of exit is not of sufficient width or size or is not so arranged as to provide safe and adequate means of exit in case of frre or panic. 2. Whenever the walking surface of any aisle, passageway, stairway or other means of exit is so warped, worn. Loose, tom or otherwise unsafe as to not provide safe and adequate means of exit in case of frre or panic. 3. Whenever the stress in any materials, member or portion thereof, due to all dead and life loads, is more than one and one half times the working stress or stresses allowed in the Building Code for new buildings of similar structnre, purpose or location. 4. Whenever any portion thereof has been damaged by frre, earthquake, wind, flood or by any other cause, to such an extent that the structural strength or stability thereof is materialTy less than it was before such catastrophe and is less than the minimum requirements of the Building Code for new buildings of similar structure, purpose or Tocation. 5, Whenever any portion or member or appurtenance thereof is likely to fail, or to become detached or dislodged, or to collapse and thereby injnre persons or damage property. 6; Whenever any portion of a building, or any member, appurtenance or ornamentation on the exterior thereof is not of sufficient strength or stability, or is not so anchored, attached or fastened in pTace so as to be capabTe of resisting a wind pressure of one half of that specified in the buiTding Code for new buiTdings of similar structure, purpose or Tocation without exceeding the working stressed permitted in the Building Code for such buildings. 7. Whenever any portion thereof has wracked, warped, bndded or settled to such an extent that walls or other structural portions have materially less resistance to winds or earthquakes than is required in the case of similar new construction. 8. Whenever the building or structure, or any portion therenf, because of (i) dilapidation, deterioration or decay; (ii)faulty construction; (Iii) the removal, movement or instability of any portion of the ground necessary for the purpose of supporting such buildings; (iv) the deterioration, decay or inadequacy of its foundation; or (v) any other cause, is likely to partially or completely collapse. 9. Whenever, for any reason, the building or structure, or any portion thereof, is manifestly unsafe for purpose of whicb it is being used. 10. Whenever the exterior walls or other vertical structural members list, lean or buckle to such an extent that a plumb line passing through the center of gravity does not fall inside the middle on third ofthe base. 11. Whenever the building or structure, exclusive of the foundation, shows 33 percent or more damage or deterioration of its supporting member or members, or 50 percent damage or deterioration of its non-supporting members, enclosing or outside walls or coverings. 12. Whenever the buiTding or structure has been so damaged by fire, wind, earthquake or flood, or has become so dilapidated or deteriorated as to become (i) an attractive nuisance to chiTdren; (ii) a harbor for vagrants, criminals or inunoral persons; or as to (iii) enable persons to resort thereto for the purpose of committing unlawful or inunoraT acts. 13. Whenever any bnilding or structure has been constructed, exists or is maintained in violation of any specific requirement or prohibition applicable to such building or structure . provided by the building regulations of this jurisdiction, as specified in the Building Code or Housing Code, or of any law or ordinance of this state or jnrisdiction relating to the condition, location or structure of buildings. 14. Whenever any buiTding or structure which, whether or not erected in accordance with a all applicable laws and ordinances, has in any non-supporting part, member or portion Tess than 50 percent, or in any supporting part, member or portion Tess the 66 percent or the (i) strength, (ii) fire-resisting qualities or characteristics, or (iii) weather-resisting qualities or characteristics required by law in the case of a newly constructed building of Tike area, height and occupancy in the same Tocation. 15. Whenever a building or structure, used or intended to be used for dwelling purposes, because of inadequate maintenance, dilapidation, decay, damage, faulty construction or arrangement, inadequate light, air or sanitation facilities, or otherwise, is determined by the health officer to be unsanitary, unfit for human habitation or in such a condition that is likeTy to cause sickness or disease. 16. Whenever any building or structure, because of obsolescence, dilapidated condition, deterioration, damage, inadequate exists, lack of sufficient fire-resistive construction, faulty eTectric wiring, gas connections or heating apparatus, or other cause, is determined by the flIe marshaT to be a flIe hazard. 17. Whenever any building or structure is in such a condition as to constitute a public nuisance known to the conunon law or in equity jurisprudence. 18. Whenever any portion or a building or structure remains on a site after the demolition or destruction of the building or structure or whenever any building or structure is abandoned for a period in excess of six months so as to constitute such buiTding or portion thereof an attractive nuisance or hazard to the public. The 1997 Uniform Housing Codes states: SECTION 1001 - DEFINITIONS 1001.1 General. Any buiTding or portion thereof that is determined to be an unsafe building in accordance with Section 102 of the Building Code, or any building or portion thereof, including any dwelling unit, guest room or suite or rooms-, or the premises on which the same is located, in which there exists any of the conditions referenced in this section to an extent that endangers the life, limb, health, property, safety or welfare of the public or the occupants thereof, shan be deemed and hereby are declared to be substandard buildings. 1001.2 Inadequate Sanitation. Buildings or portions thereof shan be deemed substandard when they are when they are in sauitary. Inadequate sanitation sban include, but not be Timited to, the fonowing: 1. Lack of or improper water closet, lavatory, bathtub or shower in a dwelling uuit or lodging house. 2. Lack of or improper water closets, lavatories, and bathtubs or showers per number or guests in a hotel. 3. Lack of or improper kitchen sink in a dwening unit. 4. Lack of hot or cold running water to plumbing fixtures in a hoteT 5. Lack of hot or cold running water to pTumbing fIxtures in a dwelling unit or lodging house. 6. Lack of adequate heating facilities. 7. Lack of or improper operation or required ventilating equipment. 8. Lack of minimum amounts of natural light and ventilation require by this code. 9. Room and space dimensions less than required by this code. 10. Lack of required eTectricallighting. 11. Dampness of habitable rooms. 12. Infestation of insects, vermin or rodents as determined by the health officer. 13. General dilapidation or improper maintenance. 14. Lack of connection to required sewage disposal system. 15. Lack of adequate garbage and rubbish storage and removal facilities as determined by the health officer. 1001.3 Structural Hazards. Buildings or portions thereof shall be deemed substandard when they are or contain structural hazards. Structural hazards shall include, but not be limited to, the following: 1. Deteriorated or inadequate foundations. 2. Defective or deteriorated flooring or floor supports. 3. FTooring or floor supports of insufficient size to carry imposed loads with safety. 4. Members of walls, partitions or other vertical suppnrts that split, lean, list or buckle do to defective material or deteriorations. 5. Members of walls, partitions or other vertical supports that are of insuffIcient size to carry imposed loads with safety. 6. Members of ceilings, roofs, ceiling and roof supports, or other horizontal members that sag, split or buckle due to defective material or deterioration. 7. Members of ceilings, roofs, ceiling and roof supports, or other horizontaT members that are of insufficient size to carry imposed Toads with safety. 8. FirepTaces or chimneys that list, bulge 0 settle due to defective material or deterioration. 9. FirepTaces or chimneys that are of insuffIcient size or strength to carry imposed loads with safety. 1001.4 Nuisance. Buildings or pnrtions thereof in which there exists any nuisance as defined in this code are deemed substandard buildings. 1001.5 Hazardous Electrical Wiring. Electrical wmng that was instaned in violation of code requirements in effect at the time of instanation or electrical wiring not installed in accordance with generally accepted construction practices in areas where no codes were in effect or that has not been maintained in good condition or that is not being used in a safe manner shall be considered substandard. 1001.6 Hazardous Plumbing. Plumbing that was instaTled in violation of code requirements in effect at the time of instaTlation or pTumbing not instaTled in accordance with generaTly accepted construction practices in areas where no codes were in effect or that has not been maintained in good condition or that is not being used in a safe manner shaTl be considered substandard. 1001.7 Hazardous Mechanical. Mechanical equipment that was instalTed in vioTation of code requirements in effect at the time of instaTlation or mechanical equipment not instaTled in accordance with generaTly accepted construction practices in areas where no codes were in effect or that has not been mainta.ined in good condition or that is not being used in a safe manner shaTl be considered substandard. 1001.8 Faulty Weather Protections. Buildings or portions thereof shall be considered snbstandard when they have faulty weather protections, which shall include, but not be limited to, the fnllowing: 1. Deteriorated, crumbling or loose plaster. 2. Deteriorated. or ineffective waterproofing or ext~rior walls, roof, foundations, or floors, including brokeu windows or dnors. 3. Defective or lack of weather protection for exterior wall coveriugs, including lack nf paint, or weathering due to lack of paint or other approved protective covering. 4. Broken, rotted, split or buckled exterior wall coverings or roof coverings. 1001.9 Fire Hazard. Any building or portion thereof, device, apparatus, equipment, combustible waste, or vegetation that, in the opinion of the chief of the fire department, is in such a condition as to cause a fire or expTosion or provide a ready fuel to augment the spread and intensity of fire or explosion arising from any cause shall be considered substandard. 1001.10 Faulty Materials of Construction. The use of materials of construction, except those that are specificaTly aTlowed or approved by this code and the Building Code, and that have been adequately maintained in good and safe conditions, shaTl cause a bniTding to be substandard. 1001.11 Hazardous or Insanitary Premises. The accumulation of weeds, vegetation, junk, dead organic matter, debris, garbage, off aT, rat harborages, stagnant water, combustible materials, and similar materials or conditions on a premises constitutes fire, health or safety hazards that shaTl be abated in accordance with the procedures specified in Chapter II of this code. 1001.12 Inadequate Exits. Except for those buildings or portions thereof that have been provided with adequate exit facilities conforming to the provisions of this code, buildings or portions thereof whose exit facilities were installed in violation of code requirements in effect at the time of their construction or whose exit facilities have not been increased in number or width in reTations to any increase in occupant load due to alterations, additions or change in use or occupancy subsequent to the time of construction shaTl be considered substandard. Notwithstanding compliance with code requirements in effect at the time of their construction, buildings or portions thereof shall be considered substandard when the buiTding official fmds that an unsafe condition exists through an improper location of exits, a lack of an adequate number or width of exits, or when other conditions exist that are dangerous to human life. 1001.13 Inadequate Fire-Protection or Fire-Fighting Equipment. Buildings or portions there of shaTl be considered substandard when they are not provided with the fire-resistive construction or fire- extinguishing systems or equipment required by this code, except those buildings or portions thereof that conformed with all applicable laws at the time of their construction and whose fire-resistive integrity and fue-extinguishing systems or equipment has been adequately maintained and improved in reTation to any increase in occupant load, alteration or addition, or any change in occupancy. 1001.14 Improper Occupancy. AlT buiTdings or portions thereof occupied for living, sleeping, cooking or dining purposes that were not designed or intended to be used for such occupancies shalT be considered substandard. The following is a list of items that shall be fixed to meet code: 1. Several of the out buildings shall be demolished or restored to present day code. 2. The main building shall be painted to prevent faulty weather protection. 3. The site shall be cleaned up so it does not impose a nuisance or hazard. 4. There could be more items that are not addressed. ORDER I. The City of Wheat Ridge Building Official has determined the building referenced above to be a Dangerous Building. The owners are ordered to pull a building permit to fix the deficient items. If such items are not fixed by September 17, 2005, the Building Department will post the building as a Dangerous Building. This is therefore required in order to protect life, health and safety of the public. II. If the structure has not been brought to code or demolished by September 17, 2005. Section 801 in the Uniform Code for the Abatement of Dangerous Buildings states, " 801.1 Procedure. When any work of repair or demolition is to be done pursuant Section 701.3, Item 3, of this code, the building official shall issue an order thereofto the director of public works and the work shall be accomplished by personnel of this jurisdiction or by private contract under the direction of said director. Plans and specifications therefore may be prepared by said director, or the director may employ such architectural and engineering assistance on a contract basis as deemed reasonably necessary. If any part of the work is to be accomplished by private contract, standard public works contractual procedures shall be followed." Section 801.2 states, "801.2 Costs. The cost of such work shall be paid from the repair and demolition fund, and may be made a special assessment against the property involved, or may be made a personal obligation of the property owner, whichever the legislative body of this jurisdiction shall determine is appropriate." The property owner and all occupants are hereby ORDERED TO CEASE AND DESIST occupancy and use ofthe above described building. The Building Official shall cause the property to be posted with the attached Notice and shall take action to remove all future occupants from the building until the building is brought up to code. REMEDIAL ACTION 1. The property owner must apply for and obtain a City of Wheat Ridge building permit to correct any deficiencies. m. All deficiencies shall be fixed but are not limited to the items on this list. APPEAL OF THIS NOTICE AND ORDER Any person having record title or other legal interest in the above described premises may appeal this Notice and Order or any action of the Building Official to the Building Code Advisory Board or known as the Board of Appeals pursuant to section 112 of the Code, provided that the appeal is made in writing as provided in the Code and filed with the Building Official within ten (10) days from the date of service of this Notice and Order. Failure to appeal will constitute a waiver of all rights to an administrative hearing and determination of this matter. FILING OF AN APPEAL SHALL NOT STAY THE EFFECTIVENESS OF THIS NOTICE AND ORDER. It is a misdemeanor to occupy this building, or to remove or deface this notice. BY ORDER OF THE CITY OF WHEAT RIDGE'S BUILDING OFFICIAL 303-235-2853 303-570-7510 Chadley Root, Building Official 6~ /r:/ Property appraisal system Page 1 of 1 Assessor's Office f-ICM1'M!l F'roperty Ra<;Qrds General Information Tux ,,\:; '11111" [UrOllllatioll I."..d ( 'hara{'t(!J"i,tlt::-. History Previous 11 OF 18 NJ;~lS.l IPrinter Friendly Page m ISch:048793 Parcel ID:39-214-00-029 Status:Active Property Type:Vacant Landi IProperty Addressll03865 KIPLING ST I I IIWHEAT RIDGE CO 800331 IMailing Address: II 14700 W 82ND AVE I I IIARV ADA CO 80005 I IOwner Name I IDENNING FRANKLIN D JRI IDENNING LISA M I IArea:2 INeighborhood: 2405 BARTHS, COULEHAN GRANGE, WHEAT RIDGE AREA ISubdivision Name: IB lockl~IKeyllSectionllTownshipllRangellQuarterSectionllLand Sqftl DO@ill121 113 I@[:JISE 1199361 I DDDI II IDITotal 1199361 I ISale Date IISale AmountllDeed Type IIReception I 107-26-197911 011 IICONVEROlI 101-14-198611 OllQuit Claim Deed - Joint Tenancy118601Q132 I 107-02-199911 OllWarranty Deed IIF0913894 I IAssessor Parcel Maps associated with Schedule:1 Imao39-2l4.pdf. I Acrobat Reader is required to view PDF's. LocJl,l!on MJl,P!AdditiQnal Information. Send mail tOl!~~C:~.~Q"r@,!;;Q:.,j~ffmQu&o.us with questions or comments about this Web site. Copyright @ 2004, Jefferson County, Colorado. All rights reserved. A Map of How to Get to Our Office Web site information current through: 08-13-2005 Version 3.3.0 - Release Date: ApT 2005 http://wwI4.co.jefferson.co.us/ats/displaygeneral.do ?sch=048793 &offset= 1 0 8/17/2005