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Home My WebLink About11840 W. 35th Avenue� 4 City of Wheat Ridge Residential Roofing PERMIT - 201705533 PERMIT NO: 201705533 ISSUED: 08/05/2017 JOB ADDRESS: 11840 W 35th AVE EXPIRES: 08/05/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles - 55 sq *** CONTACTS *** OWNER (303)232-4623 RICHMAN JILL A SUB (303)792-5123 Brett MacDonald 090184 Weatherguard Construction Co *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 19,250: FEES Total Valuation 0.00 Use Tax 404.25 Permit Fee 362.80 ** TOTAL ** 767.05 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201705533 PERMIT NO: 201705533 ISSUED: 08/05/2017 JOB ADDRESS: 11840 W 35th AVE EXPIRES: 08/05/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles - 55 sq 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 aut rized to include ali entities named within this document as parties to the work to be performed and that all work to be perform i di clo d i is document and/or its' accompanying approved lans 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, po Flans 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 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 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 required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuagranting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicabl co r any.ordi_ n or regulati n 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. Dan Schultz Lu From: no-reply@ci.wheatridge.co.us to City Hall to submit an application in person. Permits are processed and issued in Sent: Monday, July 31, 2017 12:43 PM To: CommDev Permits—, PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane documents at the time you are issued your permit. Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those c` documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 11840 W. 35th Ave Lee Richman 303-232-4623 Field not completed. ��c71c'IT Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attached Copy of Lee Richman Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Weatherguard Construction Company, Inc. Name Contractor's License 090184 Number (for the City of Wheat Ridge) Contractor Phone 3037925123 Number Contractor Email Address denver@wgccinc.com Retype Contractor Email denver@wgccinc.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Owens Corning Woodmoor Shingles Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 55 material selected above? Does any portion of the ,r No / property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 55 (pitched + flat) of all 2 roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) 1 2250 House 7/12 Pitch Project Value (contract value or cost of ALL materials and labor) 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 this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. 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. Name of Applicant Brett McDonald Email not displaying correctly? View it in your browser. 3 AGREEMENT THIS AGREEMENT IS SUBJECT TO INSURANCE COMPANY APPROVAL Name:c, Date: �'' � ' %'7 Address: 1110-0 ted 3S_ t` A,, City/State:1-4--1-(? . Jk F , C_Z! Zip: 5�gc 3-3 Billing Address: City/State: Zip: p Home Phone: ��' . 3 -� Work Phone: ROOFING SPECIFICATIONS SPECIAL ATTENTION AREAS of Shingle: Say✓ Style:��'�✓�� , Cover Pool: Yes No PitGrade I x Color of Shingle: l+'I �5� u� Ridge: F� Pitch: '2 Existing Gutter Damage: �, Yes No 2 -Story: K Tear Off: % 11 [ Existing Driveway Damage: Yes [7:- No (' Ice and Water Shield: "e Emergency Repair: Interior Damage: F_ Yes (N -No Felt: 15-'* (�'� Leaks: Valley: t— ' 5 LF' NOTES (� Vents: �.'/�'3 750' Turbines tilt l�°%��rne��rQ �'Yt�s- Plumbing Jacks: 1r'- Metal Edging: FT Skylights:�j Remove debris from roof, gutters and yard Roll yard with magnetic roller Protect landscaping C Furnish Permit SIDING Existing Grade of Siding:_ Style of Siding: Backerboard: Soffit: �rtiove debris from yard and protect landscaping Furnish Permit COMPANY'S LIMITED WARRANTY 10 YEARS ON REPLACEMENT AND 5 YEARS ON REPAIR ENT SCHEDULE ts Due on Delivery of Material F7First Ck# @ $ Ck# @ $ aance Due on Completion Paid Date: / / Ck# @ $ Issuance of Warranty CertificBALANCE $ ate and Waiver upon Final Payment GENERAL CONTRACTOR: Homeowner acknowledges WEATHERGUARD CONSTRUCTION as a general contractor and such, will be entitled to�verhead and Profit, as allowed by insurance industry standards. INSURANCE/MORTGAGE NOTE: I hereby authorize the insurance and/or mortgage company below to make any checks payable jointly. TERMS: This Agreement does not obligate the property owner or WEATHERGUARD CONSTRUCTION in any way unless it is approved by the insurance company and accepted by WEATHERGUARD CONSTRUCTION. By signing this Agreement, the homeowner authorizes WEATHERGUARD CONSTRUCTION to pursue homeowner's best interest for a roof/siding replacement or reair at a "price agreeable" to the insurance company and WEATHERGUARD CONSTRUCTION with no,,gdditional cost to the homeowner except for th eductible. hen "price agreeable" is determined, it shall become the final contract price Of $ ' �-✓t � J!"" "4 S and homeowner authorizes WEATHERGUARD CONSTRUCTION to obtain labor and material in accordance with the "price agreement" and the specifications set out herein and on the reverse side h- of to Accepted by Homeowner on: Date:._,/ IJ / K By: the replacement or repair. Insurance Co.: �� Grp rc Claim #: Mortgage Co.: Acct. #: Field Supervisor: Rory Management Approval: 3. i CITY OF WHEAT RIDGE r Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: P f Job Address: 1 1% 4 Q W 3r `tj fly. Permit Number: a> �3) S' O ( 'Y '5c -'-A OFT R ❑ No one available for inspection:Time �% � �� AM/ M) Re -Inspection required: Yes U *When corrections have been made, call for re -inspection at 303-234-5933 Date: ! "i L/ ,>7 Inspecto�, -A,:�,_ DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax e /( Y e INSPECTION NOTICE Inspection Type: P. F Z �;a Get Job Address: O W 35 �-1 y4 ✓t Permit Number: O 15 0 1 y S BJP (?VOL/ ?XD C n rU�eci S n\ )-;5-2 F'/,0C' �' St0okj ci Nad C v77"5 , ,,., f -1-)v- S I d,,P_ O No one available for inspection: Time // i -�2 6 Q/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 1� Date: Io I LI 16 Inspecto (�a^ DO NOT REMOVE THIS NOTICE T . Page 2 of 2 2015-10-15 19:15:10 (GMT) 130342404 From: Jesse Lanyon City o Daft; a r OF 2-o rr sit Whee € oErs-jd 7-500 W" Ave.. Meat Fite, CO Offlt-2855 Fax; �0"-8929. in Ops t t e: 30;5!7$,"933 Faostmile, Sulldlr O ' . itjAppl tio" k «* a; src :t• III INS I (duos( Oro -of • . *"'.,. .w Rovjowr m� « .. zr « Property Address: -LI Property Owner Email: Address'. DOO, C Plarillpermit 0 C) Man Review Fee: Architectlileer E-mail: Phone:___ Cont Contractors City License #: — Phone: Contractor E-mail Address- ♦ CA - C. Q M Plumb W.R, Citv Mechanical - Complete all information on BOTH sides of this form NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL w aw COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY xM UCTURE (Garage, shed, deck, etc,) RESIDENTIAL ACCESSORY STRUCTURE MECHANICAL as a REPAIR o u •Aw# REPLACEMENT LPLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTR ris m SYSTEM/APPLIANCE . •1 REPAIR i' ■1 ♦il, REPLACEMENT IM # d OTHER(Describe (For ALL projects, please provide a ftafted description of work to be performed, including current use of areas, amount of # #", used, 4 A T II' . Sq. FULF__..._. _m. WS Godtons _. A_ __d_ _._. M_ I FOR OFFICE U ONLY 0 . 1 Building Permit Application please compl all highlighted a reas o n, bo th sides of this form . !n lete applications nis not be processed. � *� RMUMM C omplete all information on BCJr"FH sides of this form M M-AMMMEM1111 WAVES` KPLUMBING SYSTEM/APPLIANCE sNk • i R Y • A or LECTRICAL [Tt O ♦ ^ lay. Sq. FULF Btu's Gallons Ps Squares Other additional The flush mounted PV system will not introduce • .« to the existing roof framing, t icates that the existing roof structure has adequate required loads combined with the added dead load associated with the proposed PV arrays, The PV installer is responsible for coordination of all work, surveying, and inspecting of existing structures, and reporting any discrepancies ,, ► proceeding. I WINTER PARK JV A, Incorporated 1319 Spruce Street Boulder, CO $0302 Ph: 303, .1531 Fax: 303,444.1967 August 30, 2013 Mr. Joe Sarlo Web alter WWWJvsJvs.0oM Syndicated Scalar E-mail: 5613 DT Parkway, Sprite 200 1nfoQJYaJva.com Gree nwood Village, CO 80111 . Lee Richman Residence 11840 W. 35 Ave., Wheat Ridge, CO 80033 Structural Verification for Proposed PV Installation JVA Project # 16552 additional The flush mounted PV system will not introduce • .« to the existing roof framing, t icates that the existing roof structure has adequate required loads combined with the added dead load associated with the proposed PV arrays, The PV installer is responsible for coordination of all work, surveying, and inspecting of existing structures, and reporting any discrepancies ,, ► proceeding. I WINTER PARK WOTK mall comply with the fbilowing! codes 2006 IRC. 2006 I ECC & ` 00 NEC'. • w • r • « r : E QUIPMENTS s r 11111111111 111 Jill PERSO ! • N .. P ER 11 yy REMAIN WITH NO V THE EXISTING PANELS ARE Y �Q l AA WD YY REMA {ICS 8 CB rt 8.8.35 Design Package S. I € F" 1 1 P ROJEC T DIR92GIORY Owner. UNfT DESCRIPTION—— Le Rich 11340 W. 35th Av • •- Wheat R Colorad 80033 Canadian Solar CS6P-250VV Phone. 313- 232 -46123 s • .t E Mall. ljljrtch @ rnac.com �t ror SHEE ! • * w ��W ,..... ,.,w.,,..e,,.... PAGE TI . +....�..�....,,, ....., «.__..,_ ........ ........ _..A,6uRWlY4`# ..�....»».....w...�...... €"'fii1R7i. # , ....e...�.._,.,.».,.,....... ... ........... PAi4Jk#iw TITL . .n..................�...Y....+• ..........,...,...,. .,...«..,...,. ...,.. � F'A$XA'af '.. GASi .e.:.«.e...« .....,...,__,_ St T'S1..AGi1y96vY ......«. ._.. »w.,_,_,............w, Site Plan/ Module Layout S2 Electrical 1 -Line Diagram E1 Sign ott Sheet S21 Electrical 3-Line Diagram E Inv erter Layout S3 El ectrical Calculations E Ra cking Layout S4 Pit Module Spec Sheet Details Page S5 Inverter Spec Sheet Racking Spec Sheet w -._.._ • w • r • « r : E QUIPMENTS s r 11111111111 111 Jill PERSO ! • N .. P ER 11 yy REMAIN WITH NO V THE EXISTING PANELS ARE Y �Q l AA WD YY REMA {ICS 8 CB rt 8.8.35 Design Package S. I € F" 1 1 UNfT DESCRIPTION—— me: Direct Current • •- Canadian Solar CS6P-250VV s • .t unmodo or Equivalent • w • r • « r : E QUIPMENTS s r 11111111111 111 Jill PERSO ! • N .. P ER 11 yy REMAIN WITH NO V THE EXISTING PANELS ARE Y �Q l AA WD YY REMA {ICS 8 CB rt 8.8.35 Design Package S. I € F" 1 1 m 10#11M ME 9 ,11111111111 A ----M i Sunmodo or Equivalent 10#11M ME 08 CB Cq 9 ,11111111111 A ----M 08 CB Cq y.....+... + uca vt, W Syndicated Solar for (address) will fit as proposed with no Phan s that will aft t ri or en tion " f 102 I Total �LAS�IINC Sunmodo or uivalent p erY p uc , ro c ansn a panels tilt or orientation. CREW LEA cc C7 DATE: SHADE QQNRQ 0MAL aygqM3p 1 n QUANTITY UNIT � DESCRIPTION � ' Lee Ri _- � AhtutiiSC�YY �� ...__.., _ . _�__ ..,. � �iEtWARK� CP6 �B y ` ", �y $ ytib!lC�S&Kl St�ldF� XfW';. _ _._* 11 kW ..__... SYSTEM Sl (C?C)„ C3 rect Current _.___... _... , � ry Project Number 6 ....___.. ' $.8.1 }r"'j� �y Derr n Paok ��ys �^ i.,_...I. 45„ Total MODULE Canadian Solar CSSf' OW Address � i 184f� W nth Ave Wheat i ►die, Color Sf?C1 � , rv .... S ndi�at�i ac�mr ft, 2012 AN RiqMs Res+ + t 3 _..... ...__ `. '45�._.,i_Total _. -..__- ___..___ � INVERTER ___ � ._,..w�_._�._�.,,__._._� _.__.._,_,.,_..�,_...._�._ _ w_..,_. Enphase Energy M215 5t1-2LL S22* _.__�__, _..._ ., _._._.,_. Pa rrtent lype PPA _.. 102 I Total �LAS�IINC Sunmodo or uivalent A� EQUIPMENT WADI MOM REMARKS CAB C8 w � B roadband Router 91 w \2 \ m UmnA I I M;^Mk..+^r4 1 -^,4- r) on ---- M 3 1 1 m R"4iQm REMARKS CS _ mom Hi I P tI ,I LL4M1 IN T3PF1( _QI! :y .:M STANDOFF 1) DAP Premium Polyurethane ' ♦t: & Flashing Sealant 01 Construction : Flashing Sealant 3) PL Potyurethane Roof & Flashing Sealant i Through the w oo : . t.. aTANDOFF confidential Pmpwy of IN T"ALL.AT( N ORDER r LOCATE RAFT APT, MAR HOLE o- (1 ) LOCATION, P #TILL. PILOT HOLES 11 USING ` 32" PSI T. k • AD Rights Roswwd ( PLACE THE FLASHING { }.. ' ,Enphase_E� ik ( INSTALL POLYURETHANE Sunmodo or A EALLN T AND SCRE 1 MID CLAMP END CLAMP ( P °PING INSTALL. FLASHING () INSTALL L -FO T° WITH SEAL ING A %TER t.. confidential Pmpwy of r o- # .. .... *..... 11 • 1� y.. 22* k • AD Rights Roswwd ' ,Enphase_E� ik 1. •.. * Sunmodo or A 0 MWDD?YY REMARKS DI CB c7f � i Ed CO FLASHING DETAIL Roo R idge o- a" ik 6 MID CLAMP END CLAMP GROUNDING GLIP? 0 MWDD?YY REMARKS DI CB c7f � i Ed CO FLASHING DETAIL Roo R idge Point Load (psf): 45 41.9 7.04 48-94 9=12� w lf'PLIFr CONNECTIONS Panel Grouping Area (sf): 780-05 Total Load @42.4 psf Max. Wind Load: 4 Required Pullout Strength Per Vert. Support 418.67 1 T QUANTITY confidenOw Pfomfty of Synftated War, Inc, 2 45 ! Total 0 Syftcated SOW, tom. 20 . ...... S -- - ------- ..... . ..... - A# R 1 0;2 tghts Reserved 4 Totao" 5 1 , 1 Olaf nf-at�f n nrmn' ... ....... Name: Lee Richman MN ' V ' DDYY I'-"-- REMARKS . . . . .......... ......... .. . Project Number 6183-5674 ------- - - [I gn Packa ----------- 11840 W. 35th Ave. Wheat Ric Colorado 80033 . ......... . . —1— . . . ............ � ------ l� yrnen!Ty F RA AL L �AT I �N L Foot DESCRIPTION do"o E'qu'iv"alent nf-at�f n nrmn' ... ....... Name: Lee Richman MN ' V ' DDYY I'-"-- REMARKS . . . . .......... ......... .. . Project Number 6183-5674 ------- - - [I gn Packa ----------- 11840 W. 35th Ave. Wheat Ric Colorado 80033 . ......... . . —1— . . . ............ � ------ l� yrnen!Ty F RA AL L �AT I �N L Foot CENTER FEED TO KAPPEN WITHIN 3 MODULES FROM THE MIDDLE OF STRING ACCORDING TO FIELD SITUATION PV SOURCE CiRCWT (TYPiCALOF46) Vac- 372 V, Ise --8187 A ORE INTEGRAL TO MODULE AND INVERT 1-#6 RARE CLICONCUSTOR GRND BB I I IM I I M I I EM I I BB I I M I I EHI I I EM I I BB I I Er-J I I ED I I " a am Mt I I a;31 I [HE) I I Mt I I M-- I I Ed I I EB I i EB I I M- I I U-1 I I M I I - I I EM I I M I I EE L� UTILITY EMU 120,'240 v I PHASE EU9 I I M t I I E D - I I M I I I I M I I E I 91 I EB I I M I I EB I I Mt I I T I ES I I Mt I I SFI DEDICATED PHOTOVOLTAJC POWER SYSTEM KILOWATT-HOUR METER, 200 AMP, 240 VAC (D 200A PANEL 2-POLE. 200 A REVENUE GRADE METER (RGM) 07 FOR ENPHASE METERWG 60A P�HOT Ron MAX INVERTER CONTINUOUS OUTPUT 2151240= 0.9 A 15 (INVERTERS) X 0.9A X 1.25= 16,875 A NEC 310,15(8)(16) AND 310,15(8)(2)(c) # 10 AWG TI -2, TEMPERATURE DE-RATE AT (87-95)+40 DEG F 76% A^ V 742=�A A A nV I 1=240 V 3A'EMT CONDUIT SYSTEM AC &4"EMT CONDUIT MAIN BREAKE 3/4 "MT CONDUIT I ?, I I I (D w— I 3#6CUTHW2 DISCONNECT SWITCH. E 3 # 6 CU 1 KWN-2 �lfljffl AJIVA GENERAL SYSTEM CHARACTERISTICS � GROUNDING PV MODULE MODEL Canadian Soler CS6P -2 OPEN CIRCUIT VOLTAGE M 37.2 MAX POWER POINT VOLTAGE M __. SHORT CIRCUIT CU R R ENT [A] 3 MAX POWER POINT CURRENT [A] 6.3 STC POWER RATING [W] 250 INVERTER MODEL ENPHASE M215 POWER RATING [W] 215 CEC EFFICIENCY'S 96 INPUT DC VOLTAGE TRACKING RANGE [V] 2 -6 MAX. INPUT DC VOLTAGE [V] 4 OUTPUT AC MAX CONTINUOUS CURRENT [A] 0S OUTPUT NOMINAL AC VOLTAGE [V] 240 AC SIDE: CABLE FROM PV MODULE TO AC COMBINER BOX GROUNDING EQUIPMENT GROUNDING CONDUCTOR If 10 -12 INVERTER GROUNDING ELECTRODE CONDUCTOR # 6 AC SIDE: CABLE FROM PV MODULE TO AC COMBINER BOX PLACARD TEXT CABLE TYPE TH -2 CONDUCTOR MATERIAL COPPER LENGTH [FT] 20 OPERATING VOLTAGE SINGLE PHASE [V] 240 MAX AC CONTINUOUS CURRENT [A) 15 X0.9- 13.5 DIAMETER (INCHES) 0.108 SIZE JA ] #10 CONDUCTOR AMPACITY (A) at 90 Deg (C) 40 TEMPERATURE DERATING FACTOR 036 CONDUCTOR [BERATED AMPACITY [A] 30.4 NEC CURRENT DEBATING FACTOR 125 NEC DERATED CURRENT [A) 16.875 CONDUIT" FILL DERATING FACTOR t VOLTAGE DROP AS 0.25 NUMBER OF CONDUCTORS IN CONDUIT FOUR CONDUIT SIZE [INCHES] 112 CONDUIT TYPE EMT •. !P Iq IWI�� I II� I i Confidentloll Property r mm L Syndicoted Soler, (no. w w w. Solar # AG SIDE; CABLE FROM AC COMBINER BOX TO MAIN PANEL PLACARD TEXT INSTALLATION REQUIREMENTS SIZE LOCATION NET METER SCREW OR RIVET TO METER COVED 1 "X5" BILLING METER PHOTOVOLTAIC SYSTEM CONNECTED SCREW OR RIVET TO METER COVER 2"X45' BILLING METER AND AC SERVICE PANELS POWER SOURCE DISCONNECT SIZE JA ] #6 CONDUCTOR AMPACITY [A) at 90 Degree (C) A, A. . C. OUTPUT CURRENT 0.5A PER NEC 690.54 2 "X4.5'" NEAR BACKFEED BREAKERS AND A.C. OPERATING VOLTAGE 240V NEC CURRENT DERATING FACTOR 125°. ON PV AC DISCONNECT PHOTOVOLTAIC AC DISCONNECT CONDUIT FILL DERATING FACTOR 2 °X4.5" TO ANY DISCONNECTS OR BREAKERS 0.61 NUMBER OF CONDUCTORS IN CONDUIT FOUR THAT MEET THIS QUALIFICATION PHOTOVOLTAIC DC DISCONNECT CONDUIT TYPE 2"X4.6' TO DC DISCONNECTS ONLY �y PHOTOVOLTAIC PANEL ONLY 2"X4.5" TO A PANEL THAT IS BEING USED AS DO NOT ADD CIRCUITSI AN AC COMBINER PANEL WARNING ELECTRIC SHOCK HAZARD 2 "X F "' ,f €F GROUND FAULT M 3 ATFD NORWLY CAC7 M O CONDUCTORS TO INVERTER 41 MAY BE UNGROU AND CNER€1OED WARNINGI NEXT TO INVERTER AC OUTPUT INVERTER OUT PUT CONNECTION DO NOT RELOCArs 2 "'X2" BREAKER EITHER BACKFEED OR COMBINER "WARNING - ELECTRIC SHOCK HAZARD - DO NOT TOUCH TERMINALS - TERMINALS ON BOTH THE LINE PER NEC 690.17 "X4.5," AND LOAD MAY BE ENERGt2Ep IN THE OFF POSITION" 2 •. !P Iq IWI�� I II� I i Confidentloll Property r mm L Syndicoted Soler, (no. w w w. Solar # AG SIDE; CABLE FROM AC COMBINER BOX TO MAIN PANEL CABLE TYPE TH -2 CONDUCTOR MATERIAL COPPER LENGTH [FT] 40 OPERATING VOLTAGE SINGLE PHASE M 240 MAX AC CONTINUOUS CURRENT [A) 0.9 X 45= 40.5 DIAMETER [INCHES) 0,16202 SIZE JA ] #6 CONDUCTOR AMPACITY [A) at 90 Degree (C) 75 TEMPERATURE DERATING FACTOR 0.82 CONDUCTOR DERATED AMPACITY (A) 61.5 NEC CURRENT DERATING FACTOR 125°. NEC DERATED CURRENT [A] 50,625 CONDUIT FILL DERATING FACTOR 1 VOLTAGE DROP % 0.61 NUMBER OF CONDUCTORS IN CONDUIT FOUR CONDUIT SIZE [INCHES] 314 CONDUIT TYPE EMT m PLACARDS 9 L F 1 C 1 4 t...✓ S 1 • PO WE R r KILOWATT-HOUR METER n - T WV # ' SYSTEM CONNECTED I x S Z 0 CA a CA 0 ' 00 0 0 " Z m &C c 0 C Ua C> 0 0 0 0 0 tJd t3 tb = V 1 S 0 0 a 0 VA 68 v o = Q Q Q C7w A tt� S. ig {l� CE? ^ MkeNU { '^w ". }�q L�r J 4✓ Ca... {6 spy. y!}y +.y� C_. 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INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDA!Fd7 ION$ DATE INSPECTOR INITIALS COMMENTS: Footings / Stemwall rete Encased Reinforcinic WeatherpDrain Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) MAJ 6tLN WUNED ROUGHS Sheathing Lath / Wall tie ,. Mid -Roof Electrical Service Rough Electric Rough Plumbing c 1, Gas Piping !a < Rough Mechanical - ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof y Building Final. - Fire Department R'O'W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. .FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: ZIIL., _ P Inspector: ,% DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: co ok i, Job Address: W _3 3? W Ad Permit Number: 09 1500 ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No "When corrections have been made, call fom a°ns6hctl at 303-234-5933 Date: `J r() Inspector: W DO NOT REMOVE THIS NOTICE City of `Wheat Ridge Residential Roofing PERMIT - 091500 PERMIT NO: ' 091500 ISSUED:` 0.8/20/20.09 JOB ADDRESS: 11840.W 35TH AVE EXPIRES: 92/16/2010 DESCRIPTION: Reroof 56 sqs s '***CONTACTS a owner 303/232-4623 Lee Richman I, sub 303/792-5123 Brett MacDonald 09-0184 Weatherguard Construction Co PARCEL INFO ZONEC CODE: UA : USE: UA SUBDIVISION:: 0693 -BLOCK/LOT#: 0/, **FEE SUMMARY ESTIMATED. PROJECT. VALUATION: 19,600.00 FEES ~ r; Permit Fee 417.70 . c^ Total Valuation 00 Use Tax 352.80 .:.TOTAL ;.770.50 ~ u, F, Conditions: 6 nail installation mid-roof inspection required. Board sheathing spaced more - `i<, than a 1/2 of an inch apart 'requires plywood overlay on entire roof. Ice and water shield required from eave edge to 2' inside exterior walls. R01, Subject to field inspections. 5= I 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 +.g. 'application and that Iasaume full. responsibility for compliance with the Wheat Ridge Building Code '(LB C) and all other t applicabl cheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signatu of contractor/owner 'date ` 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 JBuilding Codes of Wheat: Ridge, Colorado or any. other applicable ordinances of the City..': 2. This permit shall expire 180 days. from the issue date. Requests for an extension must be received. prior to expiration date. An extension maybe granted at the discretion of the Building Official; " 3. If this permit expires, a new permit may beacquired for a fee of one-half the amount normally required, provided no hg changes have been or will be made in the original plansand 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 anew permit. - 4. No work of any manner shall be done that will change the natural 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 permit 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. Fc, Signature of uilding Official date Fc INSPECT REQUEST LINE: (303)234-5933 BUILDING. OFFICE: (303)235-2855 : REQUEST MUST BE MADE BY 3PM. ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 4'. rF W f~,T City of Wheat Ridge Building Division S()ao c 7500 W. 29th Ave., Wheat Ridge, CO 80033 Date: T Office: 303-235-2855 - Fax: 303-235-2857 Plan o Inspection Line: 303-234-5933 LORAD Permit ~ (/y7 t Building Permit Application PcoPerty;Jlddtess' I/U -Sa+-17 SUP ~UU33 Property Owner (please print): Lee Mailing Address: (if different than property address) Address: City, State, Zip: Co"tracto : UJ A'1~1~e G a~i2(, CrnsTx iz- ion r1Cl-,, 5 R~uc PaCt.tJfn ~n~lec msn Contractor License Phone: -~~3 Sl a 3 $tYttrrttraet~ai. Electrical City License Plumbing City License Company: Company Mechanical City License Company: Exp. Date: Exp. Date: Approval: Approval: Exp. Date: Approval: Use of space (description): F Construction Value: $ 1!~ (~Q6 13 8scrtptiafi,q(t/prd{; (as calculated per the Bulldrr)g valuation Data sheet) T2Mr Q f 2~U Y Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares 56,00 BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT rules or re of the Ci Of 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, allegationsgmladenare accu ate thatIhave read and agree to abide by all co ditinsoprinted on his applicafionsand that I assume ful responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ortlinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTO r PERSONAL REPRESENTATIVE of OWN ( (CONTRATOR) PRINT NAME: SIGNATURE: !i/aU/o Date R)l I -A CERTIFICATE OF OCCUPANCY Issued Without Fee CITY OF WHEAT RIDGE 7500 w. 29th Avenue Date Julv 20. 1994 Wheat Rldge, Colorado 80034 This certificate verifles that the bullding constructed andlor the use proposed of the building andlor premises; under the above permit number and on property descrlbed below, does comply with the Wheat Rldge Bullding Code, Zoning and other related land use and development laws of the Clty of Wheat Ridge, and may be occupied forthe use specified. . OWNER Lee Richman ADDRESS 11840 W. 35th Avenue m n CON7RnC70R Jim Lund Custom Builder 8257 Co Centaur Drive Evergreen CO 80439 ~ N 11840 W. 35th Avenue a N PROPERTYADDRESS n ~ LEGAL DESCRIPTION: PORTHEFOLLOWING PURPOSE Sing1C Family Residence No change shall be made In the use of this bullding without prior notice and a new CertlflcateofOccupancyfromtheCityofWheatRidge: „ , Chlef Bullding Zoning W.R. 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NANHOE SUffE 5 DFJNFR. COLARADO 80222 August 26, 1992 Jill and Lee Richman 2193 Allison Street Lakewood, Colorado 80215 Subject: Review of Soil and Foundauon Study Proposed Residential Structure 11840 West 35th ~,Gvr-..~ric Lots 9 and 10 Applewood Place, Filing No. 2 Jefferson County, Colorado Project Number 8068 Dear Dr. and Mrs. Richman: As requested, we have reviewed our soil and foundation study for the proposed residential structure, and, in our opinion, the design criteria recommended will be suitable for the proposed construction, given that the location and elevations have not changed from the original design. Enclosed are three cogies of the soil and foundation study for the proposed residenrial structure to be located on I.ots 9 and 10 of Applewood Place, Filing No. 2 in Jefferson County, Colorado. A statement for our services is also enclosed. We have also fonvarded one (1) copy of the study to Jack Rudd, Architect. We have appreciated the opportunity to provide this service for you. If you have any questions or need additional informarion, please contact our office. Sincerely, A. G. WASSENAAR, INC. Allen G. Wassenaar, P.E. President AGW/Iml Enclosures (3) Statement of Services c: Mr. Jack Rudd, Architect (1) A. G. WASSENAAR, INC. GEOTEGMNICALCONSUl1ANT5 ' PMONE:703/]39•8100 2180S.IVANMOE.SUITES OENVEF.COLORADOB0222 SOIL AND FOUNDATION STUDY FOR PROPOSED RESIDENCE LOTS 9 AND 10 APPLEWOOD PLACE, FILING NO. 2 JEFFERSON COUNTY,COLORADO PREPARED FOR DR. AND MRS. LEE RICHMAN 2193 ALLISON STREET LAKEWOOD; COLORADO 80215 JANUAP.Y 15, 1987 PROJECT NUA76ER 8068 ~ Soil and Foundation Study . Proposed Residence Lots 9 and 10 Applewood Place, Filing No. 2 Jefferson County, Colorado January 15,1987 . PURPOSE This report presents resuits of a•soil and foundation study for the proposed residential structure to be located on Lots 9,and 10 of Applewood Place, Filing No. 2 in Jefferson County, Colorado. The study was made to assist in determining design criteria for foun- dation systems, slebs-on-grade and drainage• Factual data gathered during the field and. laboratory work is summarized on Figures 1 through 5 attached. Our opinions and recommendations presented in this report are based on the data generated during this field exploration, laboratory testing; and our experience with similar type projects. SUMMARY AND CONCLUSIONS 1. The subsoiLs, in general, consist of 3.0 to 6.0 feet of man-made fill over 4.0 to 19.5 or medium dense sand. This is underlain by zero to 3.0 feet of feet of loose and/ weathered claystone bedrock. Firm claystone and hard sandstone-claystone bed- rock was encountered at depths of 10.0 to 25.5 feet. Ground water was meesured at 12.0 feet below the exist'sng ground surface. 2. The structure should be founded on conventional spread footings or pad type footings bearing on the natural, undisturbed soils or on controlled, structuralfill below frost depth and below any existing man-made fiA. 3. The man-made fill may cause some settlement of the slab-on-grade. Special recommendations regarding slab-on-grade construction should be taken. 4. We rpcommend a perimeter subsurface drainage system be provided around the basement and lap pool arees. S. Additional recommendations contained in this report should be follow'ed. E ~ It is our understanding that the proposed strueture will be a one or two-story residence with a walkout basement erea. A lap pool is planned in the upper leveL. Construction materiaLs, es plenned, will. consist of wood frame with masonry veneer walls• We do not anticipate [oundation loading to be unusual for this type and height of construction. The locations of our test borings are shown on Figure 1 and our assumed basement floorlevel is shown on Figure 2. If the aetual basement floor leveI varies by more than two feet from that shown, we should be notified and the recommendations of this report reviewed. SITE CONDITIONS The site is presently a_ vacant lot which slopes moderately to steeply to the south. Vegetation consists of'scattered grasses and weeds• A drainage ditch is located about 200 feet south of the site. . No bodies of water or bedrock outcrops were observed on the site. FIELD EXPLORATIONS Subsurface conditions were explored by drilling two test borings at the locations indicated on Figure 1. The borings were advanced using a 4-inch diameter, continuous flight auger powered by a CME-55 drilling rig. At frequent interva]s, samples of the subsoils were taken using a California sampler which is driven into the soil by dropping a 140-pound hammer through a: free fall of 30 inches. The California sampler is a 2•5-inch outside diameter by 2-inch inside diameter device. The number of blows required to drive the sampler into the soils is known as a penetration test. The number of blows required for the sampier to penetrate 12 inches gives an indication of the consistency or relative density of the soils encountered. Results of the penetration tests and locations of sampling are presented on the Logs of Exploratory Borings, Figure 2. The Legend and Notes nre presented on Figure 3. - 2 - Ftest CONDITIONS borings indicate the subsoils, in general, consist ,of approximately 3.0 to 6.0 feet y ~a~ m8n-made sandy clay fill over 4.0 to 19.5 feet of loose and/or medium dense silty or ~f tc clayey sand. This is.underiain by zero to 3.0 feet of weathered claystone bedrock. Firm claystone and hard sandstone-claystone bedrock was eneountered at depths of 10.0 to t 25.5 feet. Ground water was measured at a depth of 12.0 feet in Test Boring No. 2 at the ~time of drilling but was not measured seven days after drilling. Test Boring No. 2 caved at a depth of 12.5 feet after seven days. A more complete description of the.subsoil and . ' ground water is shown on Figures 2 and 3. LABORATORY TESTING Samples were returned to the laboratory where they were visually clessified and appro- priate testing assigned to specific samples to evaluate their engineering properties. The laboratory tests included two settlement-swell tests to evaluate the effect of wetting and loading on the soils. The results of the settlement-swell tests are presented on Figure 4. FOUNDATION RECOMMENDATIONS A suitabie foundation system for the proposed residential structure would be conven- tional spread footings or pad-type footings bearing on native soil and/or om controlled structural fill below frost depth after the existing man-made fill has been removed. The footings should be designed for a soil bearing pressure not to exceed 2,500 pounds per square foot. The following design criteria should also be observed: a) Using the soil pressure recommended above, we estimate the settlement for ~ the structure should be on the order of one inch with differentialsettlement of approximately one-half inch. Footings should be proportioned as much as praeticable to minimize differential movement. - 3 - b) Continuous concrete foundation walls should be designed to sparc a localized settlement or heave of twelve feet. c) The base for structural fill should include all ereas within a 1:1 horizontal to , vertical slope from the edge of the footings. d) Prior to placement of fill or concrete, the excavation should be observed by a Soil Engineer to determine that all existirg man-made fill materials and - topsoil have been removed. All disturbed soiLs beneath footings should be removed and replaced with properly compaeted structural fill or, if possible, . redensified in-place prior to placement of concrete. i e) Structural fill under footings should be placed in eight-inch loose lifts at optimum moisture content and compacted to 95 percent of standard Proctor density according to ASTM D 698. f) Proposed off-site material to be used for structural filT should be eva~luated ; by a Soil Engineer prior to hauling to the site. Structural.fill should be elosely observed by a Soil Engineer. A guide specification regarding the quality of material and placement and compaction procedures is attached. ; SWIMMING POOL The undisturbed, native soils should provide adequate support for the proposed lap pooL During our exploration and subsequent measurements of ground water elevation, no ground water was measured at a depth of 19.0 feet below the existing ground surface in the area of the proposed pooL If pool construction is conducted during the summer months, and if the pool is founded at a depth less than 6.0 feet, dewatering should not be necessary. t If the pool is reinforced gunite, shotcrete or fibergiass, it should tolerate some differential settlement; however, by compacting the bottom of the excavation and properly backfilling around the pool and beneath the deeking, potentiel settlement can be reduced. - 4 - FLOOR SLABS AND EXTERIOR CONCRETE The existing man-made fill covering the site has been placed some time in the past. Some settlement of the fill has been completed; however, additional movement may occur after the new construction has been completed. To minimize settlement of the slabs-on-grade, a structural floor supported by the walls with an air space beneath is recommended. Another alternative would be to remove all existing fill. Acceptable existing fill material or a suitable off-site material shouid be placed in eight-inch loose lifts at optimum moisture content and compacted to 90 percent of standard Proctor density (ASTM D 698). A suggested guide specification for placement and compaction of fill is attaehed. If the Owner wishes to accept the risk of possible slab movement, slabs placed on the existing fill should be separated £rom bearing members and utilities and be free to move. In addition, construction joints should be provided as recommended by the American Concrete Institute: STRUCTURAL FILL SOILS Where fill soils are necessary, the suitable on-site inorganic soils may be used for struc- tural fill beneath slebs and footings. The fill materiai beneath slabs and footings should be placed in eight-inch loose lifts at optimum moisture content and should be compaeted to at least 90 and 95 percent, respectively, of.standard Proctor density according ta ASTM D 698. All topsoil,. existing man-made fill, and soil containing organic material should be removed beneath structural areas prior to placement of fill or concrete. SURFACE DRAINAGE The following drainage recommendations should be followed during construction and maintained at all times after the residence has been completed: a) Backfill around the exterior and interior foundation walls should be j ' I ' I ' i, i : ~ . ~ k f c~ ~II << - 5 - moistened and compacted to reduce future settlement. b) The.ground surface around the perim eter foundation walls should be sloped to drain away from the residence in all directions using the native soiLs. We recommend a minimum siope of 6 inches in the first 10 feet. c) Watering adjacent to the residence should be minimized as much as practical. d) IF lawn edging is used around the exterior of the residence, it should be perforated to prevent ponding of surface water in the vicinity of the backfill soils. e) Roof downspouts and other water collection systems should discharge well beyond the limits of the backfill. Splash blocks should be appro- priately placed and maintained. f) If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads, under full pressure, does not fall within 5 feet of foundation walls. g) The exterior backfill should not be covered with a polyethylene mois- ture barrier. If the use of some type of fabric or material is desired, we recommend the use of a weed suppressant geotextile fabric, such as :4firafi 1405 or equivalent, to allow for natural evaporation of the backfill soils. h) Other usual recommendations which may be indicated during design and construction. SUBSURFACE DRAINAGE . Ground water was encountered 13.0 feet below our assumed basement level in Test Bohing No. 2 during this study; however, the basement foundation sysCem and lap pool [ i F~ r. i. t... - 6 - may be excavated into relatively impervious materisls depending upon finai grading plans. This creates an unnatural ground depression which may produce a"perched" water problem around the perimeter of these areas. We recommend the basement and lep pool areas be provided with an interior perimeter subsurface drainage system which should be uniformly sloped to drain to a dry sump located in the basement area or to gravity discharge. A pump may be installed if water becomes a problem. The perimeter subswface drainage system should consist of perforated or open joint tile, or equivalent flexible plastic pipe placed around the base- ment and lap pool areas et least 8 inches below the basement floor slab or bottom of the lap pool in an envelope of free-draining graveL Refer to the drain detail (Figure 5) attached for additional construction information. CONSTRUCTION EXCAVATIONS In our opinion, the foundation and utility excavations may be constructed using conven- tional earth-moving equipment for the Denver area. No special problems are antici- pated. Excavations should be properly sloped and/or braced. Local and state safety codes should be observed. LIMITATIONS The professional judgments expressed in this report meet the standard care of our profes- sion. The test borings drilled for this study were spaced to obtain a reasonably accurate picture of subsurface conditions for design purposes. Veriations in subsoil conditions not ind'icated by the borings are possible. If unexpected subsoil conditions are observed. during construction or, if the size, type, or location of the residential structure should change, we should be called to review our recommendations. The completed excavations and placement and compaction of fill should also be observed by a Soil Engineer. - 7 - If you have any questions concerning this study, do not hesitate to contaet our office. Sincerely, A. G. WASSENAAR, INC. e~. . Allen G.. Wassenaar, P, E. President AGW/tla 9526 1 SCALE: t" = 30' LOTS 9 AND 10 ( 11850 WEST 35TH RVENUE) MPLEWO00 PIACE. FILING 2 JEFFERSON•COl1NTY, COLDRR00 1 1 TEST • 00FING N0. 2 NG 1 \ SITE PLAN I.OCATION OF EXPLU?RTORY BORINCS FIGURE 1 BENCH mARK (ELEV. 100.0') ~ TpP Of SIDEWIILK - (Rssumed By This Office . . i , I N ~ ti 'y c ~ 2 ~ m !I I" • ii i ! f,. t: t i . . . . `i: 'i 95 30 N0. t NO. 2 ELEV. 98 ELEV. 88 ASSUPIED BNSEP7ENT LEVEL ~ 17/72 (Per This Office) _ gs 13/12 ~ W 35 30 'S 0 5 ] i 32/6 FQR COrIPLETE LEGEND ANO NOTES SEE FIGURE 3 LOGS OF EXPLORNTORY BORINGS FIGURE 2 i/12 W ~ 2 8S o a 3/12 n [ J W Qn /13 75 55 FSAN L (I'lan-Ma de), CLAY, sandy to very sandy, silty, scattered ciaystone and sandstone pieces, moist, wn, qold-brown (AF, CL) D, medium dense, silty, scattered gravel, slightly moist, brown, light brown (SM) ' F i SRND, medium dense, clayey to very clayey, scattered clay lenses, silty in part, sli9htly moist to D,irnist, brown, light brawn (SC, CL, Sm) m SAND, loose, silty, wet, brown (SPI) f/J QAY (Weathered Claystone), sandy to very sandy, wet, bram, olive ~ QAYSTONE (Bedrock), firm, siity, slightly sandy with scattered thin sandstone lenses, moist, olive SANDSTONE-CLAYSTONE (Bedrock), hard, silty, slightly moist, olive,. gold-brown C 17/12 Indicates that 17 blows of a 140 pound hammer fallinq 30 inches ace requiretl to drive a 2-inch dlunm-lur sumplu[ 72 inches. . , U Indicates the depth to the free water table and the number of hours at the time of drilling the measurement was taken. - - i Indicates the depth at which thetest boring caved. NOTES 1. Test borings were drilled January 6, 7987 with a 6-inch diameter continuous flight power auget. 2. Elevations are approximate and refer to the 8ench Mark shown on Figure 1. 3. Orill loqs shown in this report are suhject to the limitations, explanations, and conclusions of this report. LEGEND RND NOTES FIGLIRE 3 5 4 3 2 ~ ~ x p ~ z ~ ~ J F~- - S 4 3 2 ~ 4~' 1 w K Q I N W2 E W J 1-- 1-- ~ L O t ` 0.1 (.Q IV APPLIED PRESSURE - ksf Settlement- Swell Test Resulis FIGURE 4 . NIC A. G. WASSENAArt, irvI~• GEOTECNNICALCONBULTANTS ri. %a. nr+".~~.~...,.... . ,GEOTECHNICAL CONSULTANTS NOTES 10 1- DRAIN MUST LEAD TO POSITIVE GFtAVITY OUTLET On TO A SUNP WHERE WATER CAN BE REM7VED BY PUNPING. p, GRAVEL SPECIFICATION, 100% PASSING 2-INCH STANOARD SIEVE P1AXItkUM 40% PASSING M4 SIEVE - MAXIMUM 5% PASSING M200 SICV[ ..0,.~.p•~p .~,:o: ot ~ \ L \ - J. NCHI IIJE~ ER OPEN JOINT TILE F F7INIi7UM 'I °•'OR PERFORATED PIPE G-EAN GRAVEL SEE NOTES 12" P1IN. ~ ! FOOTiNG FOUVDATInN TYPICAL iNTERIOR DRAIN DETAIL FiGIJRE 5 A. G. WASSENAAR, INC. GEOTECMNICALCONSULTANT$ 2180 S.IVnHNOE.5U1TE5 OENVER.COLowwoWovc~. awONE:J031]59-8100 , SPECIFICATIONS FOR PLACEMENT OF STRUCTURAL FILL GENERAL The Soil Engineer, as.the Owner's representative, shall conduct tests to determine if the materiel, method of placement, and compaction are in reasonable compliance with the specifications. IMPORTED MATERIALS Granular material, well graded, having 100% finer than 3 inches in diameter and not more then 40% passing a No. 200 sieve, shouid be satisfaetory for fill provided the plasticity index is less than 15. Soils not meeting the, above specifications but proposed for fill shouid be evaluated by a Soil Engineer. PREPARATION OF NATURAL GROUND Vegetation, organic topsoil, existing.man-made fill, and any other deleterious materiels shall be removed from the fill area. The area to be filled shall then be scarified, moistelied if necessary, and compacted in the manner specified below for the subsequent layers of fill. PLACEMENT OF FILL MATERIAL No brush, sod, frozen, perishable, or other unsuitable material shall be placed in the fill. The materiels shall be delivered to the fill in a manner which will permit a well and uniformly compacted fill. Before compacting, the fill materisl shall be spread in approx- imately horizontal layers not greater than 8 inches thick. MOISTURE CONTROL While being compacted, the material shall contain uniformly distributed optimum. mois- ture for compaction. The Contractor shall be required to add moisture to the materials in the excavation if, in the opinion of the Soil Engineer, it is not possible to obtain adequate and uniform moisture by adding water to the fill surface. COMPACTION When the moisture content and conditions of each layer spread are satisfactary, it shall then be compacted by an approved method. Compaction shall be at least 90% of maxi- mum density for fill around the structure and beneath floor slabs, and 95% for fill beneath footings. Moisture-density tests should be performed on typical fill materisls to determine the maximum density. Field density tests must then be made to determine the adequacy of the fill compaction. The compaction standard to be utilized in determining the maximvtn density is ASTM D 698. If the structurak fill contains less than 10 percent Wsing the No. 200 sieve, it may be necessary to control compaction based on relative density (ASTM D 2049). If this is the case, then compaction around the structures and beneath slabs and pavements shall be to at least 60% relative density, and compaction beneath foundations shall be to at least 70% relative density. f" t a.,. ~ ~ ~ z° z +J H ~ Wa a > Q ~ C ~ O ro ~ 3 N V zH 4 m 1 z1 y ; aa L) " wa O 0 t.~ y F E W ~ W ~ p F W e~ aa w a - ~ a _ a O .H -P +J U N a O a w ~ ro E > N a~v c 9@~ a 0 N 7 f ~ 0 +J ~H >4 > ~ O ~ t C w O 7 NN C'• a.c b-., a v ro +3 C: 0 4.) 04-) -H 4) a) r 0 O ~ ~ ~ iCc + O v i CC~00 U ~ ul O ~ ~ ~ ~ F i . 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W 0 EO a~ o 3 U H a a) a U ~ a + ) W ro 14 N E O G -H m z rl N 4J w N ❑ W +J C N E O U ~ N m E 7 N o a a M ~T In 1O 14 14 t , ~ N N DATE: \ 0- a " " A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: ' t~ 4 c~ C.~~ ~ sf~ PURPOSE OF STRUCTURE Building Dept. Approval: , i'~C~. L---~_...._ Remarks: Zoning Approval: W M Remarks: ~ y ~'y~ ~A w9 \ v~-~• t~~- ~•z~ ~ ,~"~'''~'-Ku-~ . ~ 6~ Z. • 3 ~1?k G`C) f .0,16r- DATE: IU- TO: PUBLIC WORKS DEPARTMENT FROM: Building Department RE: ~ 0 The property at G W ' 3~~` Cl~' has been signed off by the Building Department and is ready £or a CO inspection. Once the inspection has been complete , please inform the building department as to the status. Thank you. 6~ ~6 00 6 6'6 ' ~ w I93 -t.,, HOME pHONE: 'o,( DIRECITONS. FROM F.a cT ~«Lb1G or s, 2 TREE # SIZE VARIETY F-' PRICE BALL DELVR PLANT ~ 4- ~ ! . ~o ► i q fy 4~ P6 ffaz IJOTES ~ TOTALS t, m r~'`•-- 2~ -T'" PRICE + BALLING + DELIVER Lut SALES TAX ~h.I • ..>~-!1`~ ~.1 ~'V ~ 1 ~^}.J L._. 1.~1~t(._f~l~~l4`-• ~ PLANTING CHARGES _ . / % TOTAL T . , .i...,.. t, . . . . . . y .~L ~ . ~ ~Y~ ARAPAHOE ACRES NURSERY, INC. . . . . AOI0 SS4 NTAF6DR: . LrrTLEToN CO 90125 180 . . . . . ~ 3QM-791-1660 - • . . . NAME: DATE: STREET: , CIT'Y: HOME PHONE: WORK PHONE: DIRECTIONS FROM MAJOR INTERSECTION . TREE # SIZE VARIETY PRICE BALL DELVR PLANT rees p an e y us a 15.1994 for 100% of the amount of purchase. NOTES TOTALS . `4 f~ , PRICE + BALLING + DELIVER SALES TAX ~ PLANTING CHARGES ~ ~ TOTAL fRSERY, INC. /lo- 2I/- 4;yge_ ' 7R: ~ ~ . . 7125 'No , 1$1' ' rE: Y:~,Ii~F,/~..T [tK PHONE: G./ Z<r- 02 fi O D ' bdn l.Cirf r~ Aao3 aawolsno I&AYM01MI'L r 0 C a 6/ Z cm Z ~ n --I m ~ v c c ~ r , v m x m , O o ~ i 70 ~ x v_ m m m 70 0 ~ -n Q m O ' L w 3 0 ° = ° F r_ 3 0 0 3 ry . ~ ~ ~ I v 1, j5 ~ 5 , > > CD ~ 3 N m R° < N "rl X 21 X L ~ j a ; ' w ~ (D .r u ~ fD y N , O 7 7 j L ~ I 4 , ~ ~ Q ~ - gr. ~ ~ ~ . ~ 0 0 O ~ 7 N . ? CD Q O ~ ~ y N ~ 0 0 0 z Cf) O 7 a m o 0 S --q 0 O Z 0 ~ m ; g c ~ v . m: O ~ ~ N -i 00 s N o ~ ~ a y O ~L Z (D (D W C r z G~ iT+ a Q W o ''O w 3 z , o~ p ~ Z o ~ N 00 a r ~ y v N W tJ~ Z ~ o CD ~ n ti m H ~ ~ m O ~ ~ , ~ ~ N ~ m 0 ~ C. , Z. < Z Ch MU rn 0 ~ 0 Z m r1'I 0 O ~ v V Cil ~ ` M* ~ W rF m ~ c > Z m ~ ~ ~ m 0 O r N0 V ~ ~ > ~v ~ O m ~ r+ N ~ N ~ 2 (n Z c m ~ ; V) M~J . : = z, O V~ Z > (j) m y~ m --I r m mr v ~ c ~ p : m z v =m ° ~ W a co m ~ °c ~ M 0 G/ r. ~ o ~ z m N PEXMRNUMBER B92#4727 ~ WRil :J i S ~ . . .i w.: f a 0 3 m O O j 3 ~ a D c a a I 3 ~ w ~ N ~ O KIL 0 iKn_ r 7 ~ y l~ \ i m o ~ ~ m ~ m m m o w 0 - O w o Q ~m 9 m 3 ~ y ° a ~m 3 S a ~ n y m O O N 0 Q ~ c y a mm mf 0 » a 0 0 m m ~ n 1 m j ~ ~ f O ~ ~ 2 m O F ~ Z G) c a v O N m N ~ ;a (D N r• a m ~ ~ ~ D i r m O 9 m j n D a v O ~ m Z N 00 A O E W m rt ~ < ~ C ~ O ~ ~ w Z ~ Z m m n D 1 m ~ y mm3~ ~ .di .d. y n '1~ 4 ~ D9m~ m n a' ~ ~ w oo~ m `1 n ~ •cmy~ m ~ C1.7 H cN+ 0 0 ° ° m o ~ o 0- a ~ ~ Cr] z~ om m~ 3 Q 0 M~I Cy c a=~~ m z 1'• p ~a ~ 0 L] ~ m amm > ~ oy itTi m~ I 0o n^ y rc C 'v ~ h1 N v mmpC ~d» 0 NC H ~mx ~O Io n av n o~ m z O O ~ W < • m a "o ~a c A•~y ~O (D o ~ o m mm p r (7 $ ~ IK w ~0~ ~ m on ~ m nQm n H N m aa ~ iu~ O mmD Hro G v0w £ Lz'' X > m a m ~ N A a ' y ~ • m F0 m (D M o v ~ H W ° o- G o o o H i v f'f ^ < N x m f m tci+ ~ d Y ? g~ = N ` ~ (D n o (D O C m- N m ~ . ~ ~ to ~ O A tO A tO W W to s r c i~ ~ 1 ~ ~ 1 INSPECTION TICKET JOB ADDRESS _ I~Y4O W. DATE: ~ __gLDG.'PERWMI~Tq '~C PERMIT# BLDG. CONTR.~LJ----L,~- SUBCONTRACTOR DATE INSP. REQ, v ( TYPE OF INSP. !X -GJ 4.e~ INSPECTION MADE~,/e REMARKS INSPECTION TICKET JOB ~ ADDRESS_ZZO qQ 'J~,~(k I DATE: ~2~ BLDG. PERM T# `E7 z-7 ~ PERMIT# . BLDG. CONTR.6~C-"~ . .SUBCONTRACTOR /'~y DATE INSP. REQ. I ~ TYPE OF INSR INSPECTION MADE (o Z ? REMARKS / INSPECTION TICKET ' JOB DDRESS ~1 O Il 1~7~ ~ V l 0 ~t ~ DATE: o~O BLDG. PERMIT# qlaa PERMITN BLDG. CONTR. RE1 Cl-~LLQ SUBCONTRACTOR DATE INSP. REQ.~I~.I TYPE OF INSPECTIO REMARKS W.R. FORM 6-19 I INSPECTION TICKET JOB A DRESS I I t~S I d ~'~l, ~ DATE: ~D- o~ 1 N~a ----~BLDG. PERMITN ~-7Z7 PERMITp BLDG. CONTR.~l'I SUBCONTRACTOR DATE.INSR. REQ. TYPE OF INSP. INSPECTION MADE_ REMARKS ~pz L h.~ ~-w !'~E~ W.R. FORM 619 n ~ INSPECTION TICKET JOB ADDRESS 3 C~`~ '6ga~ DATE: BLDG. PERMITfl 7a PERMITp e ~ BLDG. CONTR. . SUBCONTRACTOR ' DATE INSP. REQ. TYPE OF INSP. G -0 INSPECTION MADE Z 3 ~ REMARKS W.R. FORM 6.19 L-~ t~ INSPECTION TICKET JOB ADDRESS O yI/ u/ -6 y2 DATE: BLDG. ~RMITN YZz PERMIT# BIDG. CONTR. ~ u'*'- SUBCONTRACTOR. DATE INSP. REQ. TYPE OF INSP. INSPECTION HEMARKS t I ' W.R. FORM 619 /Ywt/~ AvgA, t /3qa~ q -7 a7 INSPECTION TICKET 'A f Joe 91 8`F d Cv ~ S~ ADDRESS DATE: BLDG. PERMI # PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE WSP. REQ. TYPE OF INSP. 1~-- ' INSPECTION MADE '7 ~ K 7 REMARKS INSPECTION TICKET Jos 118 0 ~cl 3 S~-~~ ADDRESS DATE: G` I BLDG. PERMI~ -72 BLDG.CONTR PERMITR SUBCONTRACTOR DATE INSP. REQ. (0 -1 TYPE OF INSP. INSPECTIO REMARKS W.R. FORM 6-79 J INSPECTION TICKET ~ JOB U/ ADDFESS , DATE: C - ~ BLDG. PERMITN 7a ~ OL- PERMIT# ~ BLDG. CONTR.~jAkA-,-,,~p SUBCONTRACTOR DATE INSP. REQ. (F7/~ 'TYPE OF INSP. INSPECTION MADE 'REMARKS n V IPJSPECTION TICKET / b I JOB ADDRESS I I F1 c(a DATE: 10 y(I BLDG. PERMIT# 417a PERMITR BLDG. CONTR. ~ ~Al SUBCONTRACTOR_ DATE INSP. REQ. 6 TYPE OF II INSPECTIO REMARKS W.R. FORM 6-79 / INSPECTION TICKET ~ JOB PADDRESS VL(o DATE: BLDG. PERMITN '(-7a 7 PERMIT# BLDG. CONTR.J" SUBCONTRACTOR ~ DATE INSP. REQ. 3 ( TYPE OF INSP. INSPECTION MADE / . REMARKS W.R. FORM 6-19 ~ l ~ INSPECTION TICKET JOB ADDRESS / 1~ V7~ 7 INSPECTION TICKET JOB ADDRESS ,s2~ a DATE: a~ BLDG. PERMIT# PERMITp 'BLDG. CONTR. ~~i4/~MMU!l(-E~~~.. SUBCONTRACTOR DATE INSP. REQ. ✓ a~ ~ AlSQ TYPE OF INSP. INSPECTION MADE REMARKS G'. INSPECTION TICKET JOB ADDRESS ~--1,9 7 . DATE: BLDG. PERMITN PERMIT# BLDG rnNrH ~ i t~v1 ~ U N D . g" ~aN SUBCONTRACTOR DATE INSP. REQ. ~ ~ TYPE OF INSP. INSPECTION REMARKS DATE: -a" 6 BLDG. PERMIT~L-~=a PERMIT# BLDG. CONTR._ j SUBCONTRACTOR DATE'INSP. REQ._~-~~ J?-c~--~J TYPE OF INSP. INSPECTION REMARKS W.R. FORM 619 W.R. FORM &19