Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3311 Chase Street
1nderson 7gineering L.L.C. 1. N. i 00ii 1WJL PARKER, rgLoawo emx (w3) 641-0963 FM (220) est -8726 January 22, 2022 Monarch Homes U98 N. V&Ve Road Piker, (X) MI 34 hle: Footing, Foundation Wall Reinforcing Steel Obsenialion far 3311 Chase Street, Wheat Ridge, 21- 187.(Gaiage) Hendenion Erginealing, LLC made a visa to the sWlect she on 1-21-22 to perform a visual observation of Ith footings. Tha footings were metalled accordsg to the project plane and specifiratiorrs. M footings were free of debris and bone still. HeMemon Engineering, LLC made a vleh to the subject she on 1-24-22 to perform a visual observation of the foundation wall minforvag steel. All steel was installed per the project plans and specifications. Nan, while inspecting the mbfmcirg ateel, a gmuncNV electrode was observed This comate mussed! elei Vode metas the requiniment of adcle 250.52.3 i f the National Secbb Code Also, the ftimawOd was in compliance with section 157.1 of the OCBA. N you have any questions regarding this Iffier please contact meat (303) 841-0983 Sincerely, Pp➢0 Lice, Philip HerMeraphi+w�.+e�+.. �0....�.. yell >�rareufrauc gve.. x is aI r PISFq Heradnsaa PEN 33579 yob �'� \��'c SS/ON`�ALEN� EW fro Cant BuiGnFPYSw2 Ono 35YN'II ppi(f1 Simpson ShoM-ix:a Pmiex a W, NO Cmnponen[Sob nn AMr• 3911�N .xbxsc rmiCbee0 wlxiar14e.WaW12 P w mnbmOMlm A PKI20 11.875" Repair Por hole too cIm M bearing and too dose together. Add web /41 StitiS S , -- - '+aP zsrF k,m1110 Im 2 'w- F 11xaNN1 Wecd0lx UNMMIUnIWlb(UpiH ) rine 9q CtrsJbn IM Ml yp WM CmC ec.ae: 1ro.e mY�urm: APD 1 warm xnim a 0 0 x ca,wm;w, ay aYlmaae.: lacane 8 •,GEm ,ID ]9 a 0 0 IX0I0470LL IBJ UmndGhaft' 9 wnlal T1 ,B 0 a 0 ObSniL m bIc 249RAWRm�6Ye- Impad®'. mmul." I.FYef®1NW W GW iYrygBIIR: lamp�101F bAarI11E! l l nncvA FWD 6 1, Leaafb R. ¢p. lyuM6 VaalLLO+. W WYJ: 16 15R4 359 3„ 1XTS M 1-MF411 I -W @/1 U- D,L 2-9FF 5� wtl MY 1W, LL IXL Anuhnis I�1� 791M 9- 2,0VVM 9tY 9H _L IXL ui • m%skgmw AdeA burin aMatl t 318M L 0318M%) ]19 (Y;)IXL LL Nq LMgni -11o"ottn I�IWIVOIW HaaI*un Ar 1101aM IXOMb DN LL Mp1YMa -M6IhL 1SIOIM 1NAMb bn IbYType 1 8® Rffi Otl BM. Ar.;N. fOm) qn Yynrtr 1091nA nr , Wb n=pv%)IXL L_ �� a LL21a 169 ,L Sinner 5YN U401M II In 03/500%)DL LL alVex H2W pL T Dim Yfl Im LLMUW amaMMM nwr 0310aMPO/ 01n cumuL LRnN x]'J{ pl <' 099E Zn m TLLMun Om"Un1 62E 0019 01L{(lei)IXL L IbA!<EIBIhTNn H�rWkburxr Design Nouns t,my Fu GLUE use Construction Grade Adheswe, ASTM 0.MW, Inn, PI,gl Pj u,,,tmlma,,mgs NNNau MaN LmIW L#ni40 ,y Innoe�ms�s.�mur.�ms�.��em�re.gr.b,mnxuaa dnelarto Choice r.bHemm lmmx:. m Gnats eJlWve.«GMNe Wood Glue onnfoming to ASTM Dd236. Glue cufoar cog WA TMD m.: venin �nonmev�naMnegmms MMmL Spread with trowel for lull coverage. ewmerw.mrmwmnn,�em.�ns.wm INhMe ID Lotl T,» Loulbn Troatlri 11H08 Iw.ef Smw1.19 YAM 1B C'mC.l]5 epnm 1 Ndvnr 1A ,SPS pPS Ow OP3 a1S OSEGI Op.?�ry M 96TF9 1OAdd web stigeners, each side. See Pinkwaad Design Guide for specifications, O2 Glue in place 23/32' x S x 8 WV high OSB both sides. - 2 a Nail 2-8d each side. %': or t.............�'v Dva�Egx®Iq 8d = Min. 0.113 z 2-318" gun nail palruessoselL\'I®6C sbaM M*n' v_GLGVlIaGe 9arOf nnbeeWNu@E WN MUNbM �� Patllskda amn es0Nw0M. _ _ FIRE BLOCKING PER R302.11 AND DRAFTSTOPPING PER R302.12 1 2 A-001 A-001 I I z A-002 1 A2 a A-0Of A-001 (: ) V Y PLAN REVISION z A-002 z �0 z w O z O� N g N PLAN DATES u a os •� uwo� 007 � w Nwo H �o� .11W o 1a .1 lir 75 O U) LU _(D U) cD =F- V ¢W W W JW OLLJ M (n "o W Z C Q NU a LL lt.ong oollp T ~ ;: 0 U JOM 20-026 SHEET NO. N o�^1 A-204 w No O . o u6 Q o Z� fag 0- a33 ^4 z A-002 z �0 z w O z O� N g N PLAN DATES u a os •� uwo� 007 � w Nwo H �o� .11W o 1a .1 lir 75 O U) LU _(D U) cD =F- V ¢W W W JW OLLJ M (n "o W Z C Q NU a LL lt.ong oollp T ~ ;: 0 U JOM 20-026 SHEET NO. N o�^1 A-204 LL z I • •7M .OALLOWABLEB111LDING HEIGHT ELEV. = 5503.01' AS DESIGNED MAX. BUILDING HEIGHT ELEV. =519(111 I/METAL ROOFING PER BUILDER SPECS./ VERTICAL WOOD SIDING wl P EXPOSURE 12. 3" t 2GDV SETBACK yyyl 20.01FINISH I FOUNDATION 1x0 FASCIA w1200 SUBFASCIA at GABLE ENDS VIII I IIII II I ARIGHT ELEVATION L 1I4" =1'-0' <" �TYP. EAVE DETAIL DETAIL V 3 1 1/2" = VLOP `�M REVISION AG,tl09 D J 50 METAL WINDOW WELL EGRESS GADDER INSTALLED. RE', 21 A-201 VI1,H (:HANGL 3040 NON OPERABLE SKYLIGHT PER BUILDER � ON WINDOW 31 METAL CUTTER 2XO FASCIA Od Od 1 C2 TRIM at DOOR and WINDOWS at VERTICAL BIDING ;a UPPER LEVEL FLOOR -------------------------------------- 2xI0 TRIM BAND - - - - - - - - - --- —ba b uio 1: GONG. PAD. AS DESIGNED MAX. BUIL HEIGHT ELEV.=SCBB.H' 12' % 1r t ad FASCIA OVER iD 1. 2210SUBFACIA- TYP.MRPHES xliihhh�, BRICK VENEER) &W BEAM PER ENG. FOUNDATION I FINISH NUMBERS U C Lu a y O � . O pMn V6 L• WOr Q O U o07 og Z 19 ywo O a7 ¢ a33 cO- L m�� BRICK VENEER) &W BEAM PER ENG. FOUNDATION I FINISH NUMBERS U C Lu a y O � . O pMn V6 L• WOr Q O U o07 og Z W ywo O a7 ¢ a33 cO- L m�� VJ Lu U) LLI J�w O O BRICK SILL TYP.LL2 _ Q — LJ— W (n � w -O C Lu J Lu ) 01 = -------------- WHERE SHOWN. rU 2 Hr O J_ UD J M m LONC. PCROH NO a U W Lu a y O � . O pMn V6 LEI WOr Q O U o07 og Z W ywo O a7 ¢ a33 cO- L m�� VJ Lu U) LLI J�w O O BRICK SILL TYP.LL2 _ Q — LJ— W (n � w -O C Lu J Lu ) 01 = -------------- WHERE SHOWN. rU 2 Hr O J_ UD J M m LONC. PCROH VERTIL—!- HARDWOCO PICKETS I SLOPE TO DRAIN ON SOW T.S. STAND OFFS OVER VERTICAL SIDING at WALL. CONSTRUCTION SIMILAR TO /A -31R �I 811 PRECAST EGRESSUDDER INSTALLED. �II` RE2 1A-20L m OT ELEVATION .WINDOWWELL ------------------------------------------ TO. UPPER PLATE T.O_PLATE -- 110'-11/8' MAIN LEVEL FLOOR _PLAN :AL WOOD SIDING W S' EXPOSURE T.O. UPPER PLATE ]le. i UPPER LEVEL FLOOR PLAN 1111'- 4" 1 �IT.O PUTS TAT(FOUNDATIM) 110'-11/8" ].5f (FINISH s as SETBACK I lel �I I MAINLEVEL FLOOR PLA0 (AVE(AVERAGE GRADE) i I T.O. SLAB Alh.1 71T pr i P'LANDATES U W Lu a y O � . O pMn V6 LEI WOr Q O U o07 og Z W ywo O a7 ¢ a33 cO- L m�� VJ Lu i P'LANDATES U W Lu a y (D � 08 pMn LEI WOr •� U o07 og �7� W ywo O a7 ¢ Lu VJ Lu 2 O Lu y (D LEI NV LL U = Q ¢ Lu Lu U) LLI J�w O O Q mac") LJ— W (n � w -O C Lu J Lu ) 01 = Z Q rU 2 Hr O J_ UD J M m 20-026 SHEET NO. A-301 LL ALL ELECTRICAL SHALL COMPLY WITH 2020 NEC SMOKE ALARMS AND CARBON MONOXIDE DETECTORS TO COMPLY WITH 201 BIRO R314 AND R315. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE OF SLEEPING AREAS, ON EACH STORY, AND BE INTERCONNTECTED. CARBON MONOXIDE ALARMS OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITYOF THE BEDROOMS. COMBINATION DETECTORS ARE PERMITTED. W PROVIDE UGHTIIN-CABINET and UNDER- w CABINEIL DER IOW and R SWITCH o II C },� �H, PER BUILDER (OWNER e1 F m°x %L )lvm '',vw KITCHEN and BAR F n� FOR HOOD LmIA gg wi CAR C ARGING ILOSTATION. VE TRIC O 30 PROVIDE PRE WIRE FOR ELE va LOC ON PER ERJ RI OWNER- / _ uuyli _ TOE KICK LED TAPE � I � t REF. u \ \ ACCENT LIGHTING _ — — — — — 1 x / �UPL / Z Z �8 COUNTER -TOP PUSH I \/ L I i ��— O Po3q _,_,_SINKw/DISP. BUTTON FOR DISPOSP4 A / DEW{. > y�PL -�j--� I ACCENT LIGHTING at I w OD ------L " /.. CAB's and SHELVES Df ¢/ / _ �� e E-----_-- / — — — — — — — — — — — — — —T 91 - Cont: wheatndae co us To: a:n:nDev rgmlle subjeR: Wine Fmm wMnital: Gmenl Po:mrc HpPko Care: TuEysy.]uly, 6, 202111:15:02 PM 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 Is the property Residential Residential or Commercial? Property Address 3311 Chase Sl Wheat Ridge CO, 80212 Property Owner Name Daniel Cheung Property Owner Phone 6a6-2664619 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Field not wmpleteo. Address Attach City of Wheat 3311 Chase St Wheat Ridne Payment Form 7-6-2021 odf Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Empire Demolition and Preperty, Services LLC. Contractor or Architect Contractor's License 210069 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone 303-564-1118 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address empire .demdi4on@gmail.com Retype Contact Email emplreco.demollbon@gmail.com Address DESCRIPTION OF WORK Detailed Scope of Complete structure demdi4on of house and shed Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of House 60751-Shad 12661 scope of work Location of work Entire Property (backyard, on roof, etc) Project Value (contract 7,no.00 Valuation okay. value or cost of ALL materials and labor) Upload Engineer letter Field not completed. Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 3311 Chase St Wheat Ridoe Aon Forms 7-6-2021 Mir Upload Additional Field not completed. Drawings Upload Additional Field not completed. Drawings Upload Additional Field not completed. Drawings 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 Russ Hamel Permit Email not displayiig wiredly? Vim n In your browser. From: no-reolv(alci.wheatridae.co. us To: CommDev Perm is Subject: Online Form Submittal: New Residential Construction Date: Wednesday, April 28, 2021 1:18:05 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3311 Chase St. Property Owner Name Daniel Cheung Property Owner Phone 646-266-4619 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email daniel.cheung.yl@gmail.com Address Attach City of Wheat PavmentForm 3311 Chase Street 4-28-21.Ddf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Steve Mason What is your role in the Architect project? Contact Phone Number 303-284-1276 (enter WITH dashes, eg 303-123-4567) Contact Email Address smason@646arch.com for Plan Review Comments Retype Contact Email smason@646arch.com Address DESCRIPTION OF WORK Detailed Scope of Work - Example: New single family home with 2 car attached garage Square Footage of New Construction Upload Proof of Submission to Water Department Upload Proof of Submission to Sanitation Department Upload Soils Report Engineering Letters and Other Letter Size Attachments Energy Calcs Construction Plans scanned on 11'x17" or larger Ne Single Family Home with detached garage RACY,, 3311 Chase Proof of Submission Sewer.odf Soils 3311 Chase Street 4-28-21.odf Field not completed. Arch Struct CDs 3311 Chase Street 4-28-21.Ddf Project Value (contract 1,160,000 Valuation Ok 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 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. Person Applying for Beau Chadwick Permit 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. Email not displaying correctly? View it in your browser. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Wednesday, December 22, 202112:52:34 PM Revision to Permit Application Permit Number 202100836 assigned to project 303-435-2253 PROPERTY INFORMATION Permit Number 202100836 Property Address 3311 Chase St Property Owner Name YAO LOONG CHEUNG & MICHELLE HOUR Property Owner Phone 646-266-4619 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email daniel.cheung.yl@gmail.com Address Contact Name Kristy Payne Contact Phone Number (enter WITH dashes, eg 303-123-4567) 303-435-2253 Contact Email Address kristy@monarch-homes.net Retype Contact Email Address kristy@monarch-homes.net DESCRIPTION OF WORK Detailed Revised Minor plan adjustment in master bath and revision on HVAC Scope of Work - System Engineering to accommodate structure Provide a detailed description of the change in scope of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if Field not completed. applicable) Additional Documents Field not completed. on Letter Size Are plans or No documents locked for editing? Construction Plans Hour-cheuna Struct. 10-14-2021.odf scanned on 11'x17" or larger Additional Project Value Only add what Additional valuations: 44 sq ft basement finish x 32.50= $1,430 the revised scope of Fireplace -$1500 Window - $300 work Is valued at. Total: $3230 Attach City of Wheat Electronic Payment Form - Revised 5-1-20 Ridge Electronic Fillable 202005011620013849 202006081141368198 EX.odf 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 Submitting Kristy Payne Revision Email not displaying correctly? View it in your browser. Foundation systems shall be designed, inspected, and approved by a State of Colorado registered structural engineer and verified by the building division REVISION ALL FOOTINGS 16" WIDE BY 10" DEEP UNLESS OTHERWISE NOTED /�WV„% % 4 C" 1'2"x14" ANCHOR BOLTS PROJECTED 5" @ 4'-0" ON CENTER, STAGGER WITH 'TYPICAL' ANCHOR BOLTS @ 48" ON CENTER, TYPICAL AT RAISED FOUNDATION (5,468'-93/4") PROJECT 2" 50 D D , o OW (r > I = S a Z O & Z W O 106 Y J J F2 LL i I os CO 0 W Z Fz � Z � � O n Q z r7 W DOOR OPENING 'o T.0 WALL ?n FOR SLAB POUR OVER GARAGE G 4' CONCRETE A ON GRADE ry wo W/6x6-W1.4/W1.4 WWM W Ka i6° FFG 16' FTG Q of 06% o 30 2 zoj' l l looa al �I lope a 106 � o'er F2 of REVISION ALL FOOTINGS 16" WIDE BY 10" DEEP UNLESS OTHERWISE NOTED /�WV„% % 4 C" 1'2"x14" ANCHOR BOLTS PROJECTED 5" @ 4'-0" ON CENTER, STAGGER WITH 'TYPICAL' ANCHOR BOLTS @ 48" ON CENTER, TYPICAL AT RAISED FOUNDATION (5,468'-93/4") PROJECT 2" 50 D D , o OW (r > I = S a Z O & Z W O M Y J J LL i I W CO 0 W Z Z � Z � � O n Q z C O � 0 Z W Q Q W (r O CL O Z W O O < LL i Q S CO D O 0 Z � Z � � O Q r7 W W v J J Philip Honda STAMP ISSUE DATE: 3-25-21 REVISIONS: 10-13-21 elev. & window 10-14-21 raised fdn VERIFY VERIFY ALL DIMENSIONS AND I F ELEVATIONS PRIOR TO CONSTRUCTION SLOPE GRADE J MIN 6" IN 5' N4 HORIZONTAL ® 12" O.C. /4 VERTICAL ® 12" O.C. SEE PI-AN- #4 LAA4 DOWEL ® 18' O.C. (2) b4 S �Ir CONTINUOUS AN5'S TOP AND BOTTOM OF VERTS BASEMENT )VER o Z $" EXPANSION MATERIAL 4" GONC ETE J;;,.,._-, SLAB DETAIL 101 FULL BASEMENT Y2"-1' 0" 16"-20" FTG. (2) H4's CONTINUOUS 24"-30" FTG: (3) #4's CONTINUOUS 36"-42" FTG: (4) X4's CONTINUOUS 48"-54" FTG: (5) #4's CONTINUOUS 60' + FTG (6) #'4's CONTINUOUS 30" + FTG: (1) #4 ACROSS 0 18" O.C. SPLICE LENGTH MUST BE MAINTAINED AROUND ALL CORNERS J SLOPE GRADE MIN 6' IN 5'J TOP OF COUNTERFORT i WITHIN 12' OF FINAL GRADE SPLICE LENGTH MUST BE MAINTAINED AROUND ALL CORNERS (2) #5'S CONTINUOUS IF AROUND 118" i1,P•{ COOUNTERFORT 3) /4'S ALONG LENGTH Hl -41 OF FOOTING & AA's AT 18' ON CENTER ACROSS WIDTH --�41� LENGTH VARIE EE PLA DETAIL 110 COUNTERFORT Y2.,-1,_0,. p�AtlIng CM . oc (2) ps'S TOP AND BOTTOM p4 HORIZONTAL ® 12" O.C. r_ OF VERTS E k -COVER o #4 VERTICAL 0 12" O.C. S WALL - � #4 DOWEL 18" ON CEII SLOPE GRADE MIN 6" IN 5' H4 VERTICAL - ® 18' D.C. k4 HORIZONTAL 0 18" OG. 04 DOWEL 18" ON CENTER TOP OF VERTS WALL E IL CRAWL SPACE DETAIL 102 CRAWL SPACE Y"=1'-0' N4 VERTICAL ® 18' O.C. b4 HORIZONTAL ® 18" O.C, H4 DOWEL 18" ON CENTER TOP ,2y IF OF VENTS 0 ' WALL E n )f' EXPANSI N MATERIAL 4" CONCRE a 51A8 DETAIL 109 CRAWL/BASEMENT Y2..-1 .-0.7 R- EXPANSION JOINT 4" CONCRETE SLAB (1) X4 MAINTAIN SPLICE LENGTH IT ti I DETAIL 115 HAUNCH Y2„_1, 0„ REVISION MAIN FLOOR BEAM PER PLAIN SYSTEM PER PLAN 4' CONCRETE POST PER SLAB PLAN 0 EACH WAY WIDTH VARIES, SEE P DETAIL 105 ISOLATED COLUMN Yz =1'-0" (2) /5'S TOP AND BOTTOM SLOPE GRADE J MIN 6" IN 5' 8" Wk N4 DOWEL 18' ON CENTER (2) #4's CONTINUOUS h' DETAIL 106 GARAGE WALL Y2.,-1, 0" THICKEN EDGE OF SLAB TO 8" MIN (2) M5'S TOP AND BOTTOM SLOPE GRADE MIN 6" IN 5 JOINT RETE SLAB (2) µ4'S ABOVE s (2) p5'S TOP AND - WINDOW OPENING BOTTOM OF WALL T XWNPE'NING0' MIN (2) MA'S BELOW WINDOW PENING EXTEND 3 ” PAST h (2) 84'S VERTICAL FULL HEIGHT OF WALL DETAIL 111 WINDOW OPENING Y4.-1 -0." REFER TO WALL SECTIONS FOR DETAIL TYP4_ DETAIL 118 WALL STEP Y411-1,-0,. (2) p5'S TOP AND BOTTOM CONTINUOUS AROUND CORNERS TYP &10" z CO � NTINUOUS (2) 05'S TOP AND N4 VERTICALS BOTTOM EXTENDED TO WITHIN 2" OF TOP OF WALL 4" SLAB DETAIL 113 4" BRICK LEDGE 1"-1'-0" GENERAL SPECIFICATIONS FOUNDATION WALL ON FOOTINGS 1. FOUNDATION a. FOUNDATION DESIGN IS IN ACCORDANCE WITH RECOMMENDATIONS CONTAINED IN SOILS INVESTIGATION REPORT NUMBER 20-235, DATED 1.6.2021, BY: COLORADO GEOSCIENCE & DESIGN INC., 303.688.2150 b. THE REPORT IS HEREBY REFERENCED AND EXCEPT WHERE OTHERWISE SPECIFICALLY NOTED HEREIN, ALL RECOMMENDATIONS AND PRECAUTIONS CONTAINED IN THAT REPORT SHALL BE ADHERED TO BY THE CONTRACTOR. c. FOUNDATION SHALL BE SUPPORTED BY CONTINUOUS CONCRETE FOOTINGS BEARING ON UNDISTURBED NATURAL SOIL. • MAXIMUM BEARING CAPACITY: 1,750 PSF. LATERAL SOIL PRESSURE (EQUIVALENT FLUID PRESSURE): 35 PCF. d. AN OPEN HOLE INSPECTION PRIOR TO SELLING FOOTING FORMS IS REQUIRED TO VERIFY THE BEARING MATERIAL. THIS INSPECTION SHALL BE PERFORMED BY THE SOIL ENGINEER. e. FOOTING AND WALL STEEL INSPECTIONS ARE REQUIRED. THESE INSPECTIONS SHALL BE PERFORMED BY HENDERSON ENGINEERING LLC OR THE LOCAL BUILDING AUTHORITY. L FLOOR SYSTEMS SHALL BE IN PLACE PRIOR TO BACKFILLING OR ADEQUATE BRACING OR SHORING SHALL BE PROVIDED. g. THE BACKFILL SHALL BE PLACED IN SMALL LIFTS AND COMPACTED ACCORDING TO THE RECOMMENDATIONS IN THE SOIL REPORT. E. ALL FOUNDATION WALLS SHALL BE A MINIMUM OF 6" ABOVE FINISHED GRADE. GRADE MUST SLOPE AWAY FROM THE FOUNDATION WALLS A MINIMUM OF 6" IN THE FIRST 5 FEET. i. WALL HEIGHTS VARY. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF STEP DOWNS. VERIFY ALL STEP DOWNS WITH BUILDER PRIOR TO CONSTRUCTION. j. IF WALL HEIGHTS EXCEED 12', UNFORESEEN CIRCUMSTANCES ARISE OR THE DESIGN SHOWN VARIES GREATLY FROM SITE CONDITIONS, NOTIFY HENDERSON ENGINEERING FOR FURTHER CONSULTATION. k. ALL CONCRETE SHALL BE PLACED CONTINUOUSLY. NO HORIZONTAL COLD JOINTS ARE ALLOWED WITHOUT APPROVAL OF THE ENGINEER. I. A PERIMETER DRAIN SHALL BE INSTALLED PER THE RECOMMENDATIONS FOUND IN THE SOIL INVESTIGATION. RETAINING WALLS SHALL HAVE 2'0 WEEP HOLES SPACED AT 48" O.C. 6" ABOVE LOWER GRADE LINE. m. PLATES, SILLS AND SLEEPERS SHALL BE TREATED WOOD ATTACHED WITH Y2" DIAMETER X 10" LONG ANCHOR BOLTS (Z" EMBED). ANCHORS SHALL BE SPACED AT 4'-0" ON CENTER MAXIMUM, 12" FROM ALL CORNERS, WITH A MINIMUM OF 2 BOLTS PER PLATE. In. ALL INTERIOR NON-BEARING PARTITIONS AT THE BASEMENT LEVEL SHALL BE INSTALLED AS A FLOATING WALL, UNLESS CONSTRUCTED OVER A STRUCTURAL FLOOR INDEPENDENT FROM THE SUBSURFACE. REFER TO SOIL INVESTIGATION OF FURTHER DETAILS. o. ALL DIMENSIONS ON THE STRUCTURAL DRAWING SHALL BE CROSS- CHECKED AGAINST THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE BUILDER, ARCHITECT AND ENGINEER. P. INSTALL VAPOR BARRIER UNDER CRAWL SPACE AREAS. q. THIS FOUNDATION PLAN WAS DRAWN WITH THE DIMENSIONS SHOWN ON THE LOWER LEVEL FLOOR PLAN DATED 2.26.21, BY STUDIO 646 ARCHITECTURE, LLC. 2. CONCRETE AND REINFORCING a. CONCRETE, CONCRETE PLACEMENT, REBAR FABRICATION, AND DEBAR PLACEMENT SHALL CONFORM TO APPLICABLE PROVISIONS OF ACI -318, AND ACI332-08. b. ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A 28 -DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. c. ALL EXTERIOR FLATWORK AND GARAGE SLABS SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A 28 -DAV MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI d. CEMENT SHALL BE TYPE u. e. MAXIMUM SLUMP ALLOWED IS 50 . f. MECHANICAL VIBRATION IS REQUIRED FOR FOOTINGS AND WALLS. NO LIFTS GREATER THAN 24" ARE ALLOWED. g. ALL CONCRETE SHALL BE PROTECTED FROM FREEZING FOR A MINIMUM OF 36 HOURS. E. DEFORMED BARS SHALL COMPLY WITH ASTM MIS, GRADE 60. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A185. i. CONCRETE COVER FOR REINFORCING • CONCRETE CAST AGAINST THE EARTH: 3'. • CONCRETE CAST AGAINST FORMS BUT EXPOSED TO EARTH: 1y'. CONCRETE SLABS: 34^. j. REINFORCING SHALL BE KEPT CLEAN AND FREE OF ALL DIRT, OIL, SCALE AND RUST. FORMS SHOULD BE OILED PRIOR TO PLACEMENT OF REINFORCEMENT STEEL TO PREVENT CONTAMINATION. L. LAP SPLICES SHALL BE A MINIMUM OF 36 BAR DIAMETERS. ALL BARS SHALL BE CONTINUOUS AROUND ALL CORNERS AND ALL STEP DOWNS. L ALL OPENINGS IN FOUNDATION WALLS SHALL BE REINFORCED WITH A MINIMUM OF TWO /5's. THIS REINFORCING SHALL EXTEND A MINIMUM OF 2'-6" BEYOND THE OPENING. m. ALL CONCRETE SLABS SHALL BE ISOLATED FROM THE FOUNDATION WALLS, STEEL COLUMNS AND UTILITY LINES. 3. STRUCTURAL STEEL a. ANGLES AND MISCELLANEOUS SHAPES SHALL CONFORM TO ASTM A36, BEAMS TO ASTM A992 (Fy=50 k3l), ROUND POSTS TO ASTM A53 (GRADE B) SQUARE TUBE POSTS ASTM A500 (GRADE B). b. ALL BEAM SPLICES SHALL BE INSTALLED AS LOCATED AND DETAILED ON THE DRAWINGS. MINIMUM BEAM SPLICES SHALL BE $¢" PLATE WITH A MINIMUM OF (8) %N0 A325 BOLTS. SPLICES SHALL OCCUR 2'-0' OFF OF PIPE SUPPORT COLUMN LOCATION, UNLESS NOTED OTHERWISE. c. ALL BEAMS SHALL BE GROUTED SOLID INTO BEAM POCKETS WITH NON -SHRINK GROUT. d. ALL DEAD END BEAMS (SUICIDE BEAMS) SHALL BE BRACED TO THE FLOOR ABOVE WITH 2x4 KNEE BRACES. e. WHERE BEAMS CROSS EACH OTHER, SOLID STEEL SHIMS SHALL BE INSTALLED AND WELDED BEPWEEN THE BEAMS. U MINIMUM BEARING OF BEAMS IN BEAM POCKETS SHALL BE 3". g. POSTS ARE SPECIFIED WITH NOMINAL DIMENSIONS. (3"0 SCHD. 40=,%" O.D., V'2"O SCUD. 40=4" O.D., 4"0 SCHD, 40+4)2' O.D., 5"0 SCHD. 40=5s"O.D.). F. POST BASE PLATES SHALL BE SIZED AS LISTED BELOW • 3"0-a"X4"X8" 3y"0-YNX4Y"X8" • 4"0-Yq"X5"X10" • 5'0-!h"x6"%10" 6'0-)g"XJ"X12" i. ALL ADJUSTABLE POSTS SHALL HAVE A MAXIMUM ADJUSTMENT OF 3". AT TIME OF INSTALLATION THE MAXIMUM SCREW EXTENSION MUST BE 2" OR LESS. j. ALL NON-ADJUSTABLE POSTS SHALL HAVE SOLID STEEL SHIMS INSTALLED BETWEEN THE PLATE AND BEAM AS REQUIRED. k. ALL STEEL COLUMNS SHALL BE WELDED TO THE BEAM BELOW AND ABOVE (AS APPLICABLE) OR ATTACHED TO THE CONCRETE FOOTING WITH A MINIMUM OF (1) )f" DIAMETER EXPANSION ANCHOR. L CAST IN PLACE ANCHOR BOLTS SHALL CONFORM TO ASTM A307. 4. BASEMENT FLOOR CONSTRUCTION a. BUILDER AND OWNER MUST BE AWARE OF THE RISK OF SLAB ON GRADE CONSTRUCTION (SLAB MAY MOVE AND CRACK), AND HAVE OPTED FOR SLAB ON GRADE CONSTRUCTION, GIVEN THE INHERIT RISKS OF SLAB ON GRADE CONSTRUCTION. b. TO MINIMIZE MOVEMENT AND DAMAGE, ALL RECOMMENDATIONS IN THE SOIL REPORT MUST BE FOLLOWED. c. HENDERSON ENGINEERING LLC WILL NOT ACCEPT ANY LIABILITY FOR DAMAGE TO ANY PORTION OF THE SLAB ON GRADE, OR ANY FUTURE FINISHED SPACES CONSTRUCTED OVER THE SLAB ON GRADE. une� Z w Q n a,z f a� EE PLAN o Ld -) of )4 DOWEL Q 18" ON CENTER z _ = 3 a T L AROUND POCKET (2) #4's � CONTINUOUS EE P J W o DETAIL 125 PATIO WALL Y2"=1 , -0,) DETAIL 113 4" BRICK LEDGE 1"-1'-0" GENERAL SPECIFICATIONS FOUNDATION WALL ON FOOTINGS 1. FOUNDATION a. FOUNDATION DESIGN IS IN ACCORDANCE WITH RECOMMENDATIONS CONTAINED IN SOILS INVESTIGATION REPORT NUMBER 20-235, DATED 1.6.2021, BY: COLORADO GEOSCIENCE & DESIGN INC., 303.688.2150 b. THE REPORT IS HEREBY REFERENCED AND EXCEPT WHERE OTHERWISE SPECIFICALLY NOTED HEREIN, ALL RECOMMENDATIONS AND PRECAUTIONS CONTAINED IN THAT REPORT SHALL BE ADHERED TO BY THE CONTRACTOR. c. FOUNDATION SHALL BE SUPPORTED BY CONTINUOUS CONCRETE FOOTINGS BEARING ON UNDISTURBED NATURAL SOIL. • MAXIMUM BEARING CAPACITY: 1,750 PSF. LATERAL SOIL PRESSURE (EQUIVALENT FLUID PRESSURE): 35 PCF. d. AN OPEN HOLE INSPECTION PRIOR TO SELLING FOOTING FORMS IS REQUIRED TO VERIFY THE BEARING MATERIAL. THIS INSPECTION SHALL BE PERFORMED BY THE SOIL ENGINEER. e. FOOTING AND WALL STEEL INSPECTIONS ARE REQUIRED. THESE INSPECTIONS SHALL BE PERFORMED BY HENDERSON ENGINEERING LLC OR THE LOCAL BUILDING AUTHORITY. L FLOOR SYSTEMS SHALL BE IN PLACE PRIOR TO BACKFILLING OR ADEQUATE BRACING OR SHORING SHALL BE PROVIDED. g. THE BACKFILL SHALL BE PLACED IN SMALL LIFTS AND COMPACTED ACCORDING TO THE RECOMMENDATIONS IN THE SOIL REPORT. E. ALL FOUNDATION WALLS SHALL BE A MINIMUM OF 6" ABOVE FINISHED GRADE. GRADE MUST SLOPE AWAY FROM THE FOUNDATION WALLS A MINIMUM OF 6" IN THE FIRST 5 FEET. i. WALL HEIGHTS VARY. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF STEP DOWNS. VERIFY ALL STEP DOWNS WITH BUILDER PRIOR TO CONSTRUCTION. j. IF WALL HEIGHTS EXCEED 12', UNFORESEEN CIRCUMSTANCES ARISE OR THE DESIGN SHOWN VARIES GREATLY FROM SITE CONDITIONS, NOTIFY HENDERSON ENGINEERING FOR FURTHER CONSULTATION. k. ALL CONCRETE SHALL BE PLACED CONTINUOUSLY. NO HORIZONTAL COLD JOINTS ARE ALLOWED WITHOUT APPROVAL OF THE ENGINEER. I. A PERIMETER DRAIN SHALL BE INSTALLED PER THE RECOMMENDATIONS FOUND IN THE SOIL INVESTIGATION. RETAINING WALLS SHALL HAVE 2'0 WEEP HOLES SPACED AT 48" O.C. 6" ABOVE LOWER GRADE LINE. m. PLATES, SILLS AND SLEEPERS SHALL BE TREATED WOOD ATTACHED WITH Y2" DIAMETER X 10" LONG ANCHOR BOLTS (Z" EMBED). ANCHORS SHALL BE SPACED AT 4'-0" ON CENTER MAXIMUM, 12" FROM ALL CORNERS, WITH A MINIMUM OF 2 BOLTS PER PLATE. In. ALL INTERIOR NON-BEARING PARTITIONS AT THE BASEMENT LEVEL SHALL BE INSTALLED AS A FLOATING WALL, UNLESS CONSTRUCTED OVER A STRUCTURAL FLOOR INDEPENDENT FROM THE SUBSURFACE. REFER TO SOIL INVESTIGATION OF FURTHER DETAILS. o. ALL DIMENSIONS ON THE STRUCTURAL DRAWING SHALL BE CROSS- CHECKED AGAINST THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE BUILDER, ARCHITECT AND ENGINEER. P. INSTALL VAPOR BARRIER UNDER CRAWL SPACE AREAS. q. THIS FOUNDATION PLAN WAS DRAWN WITH THE DIMENSIONS SHOWN ON THE LOWER LEVEL FLOOR PLAN DATED 2.26.21, BY STUDIO 646 ARCHITECTURE, LLC. 2. CONCRETE AND REINFORCING a. CONCRETE, CONCRETE PLACEMENT, REBAR FABRICATION, AND DEBAR PLACEMENT SHALL CONFORM TO APPLICABLE PROVISIONS OF ACI -318, AND ACI332-08. b. ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A 28 -DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. c. ALL EXTERIOR FLATWORK AND GARAGE SLABS SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A 28 -DAV MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI d. CEMENT SHALL BE TYPE u. e. MAXIMUM SLUMP ALLOWED IS 50 . f. MECHANICAL VIBRATION IS REQUIRED FOR FOOTINGS AND WALLS. NO LIFTS GREATER THAN 24" ARE ALLOWED. g. ALL CONCRETE SHALL BE PROTECTED FROM FREEZING FOR A MINIMUM OF 36 HOURS. E. DEFORMED BARS SHALL COMPLY WITH ASTM MIS, GRADE 60. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A185. i. CONCRETE COVER FOR REINFORCING • CONCRETE CAST AGAINST THE EARTH: 3'. • CONCRETE CAST AGAINST FORMS BUT EXPOSED TO EARTH: 1y'. CONCRETE SLABS: 34^. j. REINFORCING SHALL BE KEPT CLEAN AND FREE OF ALL DIRT, OIL, SCALE AND RUST. FORMS SHOULD BE OILED PRIOR TO PLACEMENT OF REINFORCEMENT STEEL TO PREVENT CONTAMINATION. L. LAP SPLICES SHALL BE A MINIMUM OF 36 BAR DIAMETERS. ALL BARS SHALL BE CONTINUOUS AROUND ALL CORNERS AND ALL STEP DOWNS. L ALL OPENINGS IN FOUNDATION WALLS SHALL BE REINFORCED WITH A MINIMUM OF TWO /5's. THIS REINFORCING SHALL EXTEND A MINIMUM OF 2'-6" BEYOND THE OPENING. m. ALL CONCRETE SLABS SHALL BE ISOLATED FROM THE FOUNDATION WALLS, STEEL COLUMNS AND UTILITY LINES. 3. STRUCTURAL STEEL a. ANGLES AND MISCELLANEOUS SHAPES SHALL CONFORM TO ASTM A36, BEAMS TO ASTM A992 (Fy=50 k3l), ROUND POSTS TO ASTM A53 (GRADE B) SQUARE TUBE POSTS ASTM A500 (GRADE B). b. ALL BEAM SPLICES SHALL BE INSTALLED AS LOCATED AND DETAILED ON THE DRAWINGS. MINIMUM BEAM SPLICES SHALL BE $¢" PLATE WITH A MINIMUM OF (8) %N0 A325 BOLTS. SPLICES SHALL OCCUR 2'-0' OFF OF PIPE SUPPORT COLUMN LOCATION, UNLESS NOTED OTHERWISE. c. ALL BEAMS SHALL BE GROUTED SOLID INTO BEAM POCKETS WITH NON -SHRINK GROUT. d. ALL DEAD END BEAMS (SUICIDE BEAMS) SHALL BE BRACED TO THE FLOOR ABOVE WITH 2x4 KNEE BRACES. e. WHERE BEAMS CROSS EACH OTHER, SOLID STEEL SHIMS SHALL BE INSTALLED AND WELDED BEPWEEN THE BEAMS. U MINIMUM BEARING OF BEAMS IN BEAM POCKETS SHALL BE 3". g. POSTS ARE SPECIFIED WITH NOMINAL DIMENSIONS. (3"0 SCHD. 40=,%" O.D., V'2"O SCUD. 40=4" O.D., 4"0 SCHD, 40+4)2' O.D., 5"0 SCHD. 40=5s"O.D.). F. POST BASE PLATES SHALL BE SIZED AS LISTED BELOW • 3"0-a"X4"X8" 3y"0-YNX4Y"X8" • 4"0-Yq"X5"X10" • 5'0-!h"x6"%10" 6'0-)g"XJ"X12" i. ALL ADJUSTABLE POSTS SHALL HAVE A MAXIMUM ADJUSTMENT OF 3". AT TIME OF INSTALLATION THE MAXIMUM SCREW EXTENSION MUST BE 2" OR LESS. j. ALL NON-ADJUSTABLE POSTS SHALL HAVE SOLID STEEL SHIMS INSTALLED BETWEEN THE PLATE AND BEAM AS REQUIRED. k. ALL STEEL COLUMNS SHALL BE WELDED TO THE BEAM BELOW AND ABOVE (AS APPLICABLE) OR ATTACHED TO THE CONCRETE FOOTING WITH A MINIMUM OF (1) )f" DIAMETER EXPANSION ANCHOR. L CAST IN PLACE ANCHOR BOLTS SHALL CONFORM TO ASTM A307. 4. BASEMENT FLOOR CONSTRUCTION a. BUILDER AND OWNER MUST BE AWARE OF THE RISK OF SLAB ON GRADE CONSTRUCTION (SLAB MAY MOVE AND CRACK), AND HAVE OPTED FOR SLAB ON GRADE CONSTRUCTION, GIVEN THE INHERIT RISKS OF SLAB ON GRADE CONSTRUCTION. b. TO MINIMIZE MOVEMENT AND DAMAGE, ALL RECOMMENDATIONS IN THE SOIL REPORT MUST BE FOLLOWED. c. HENDERSON ENGINEERING LLC WILL NOT ACCEPT ANY LIABILITY FOR DAMAGE TO ANY PORTION OF THE SLAB ON GRADE, OR ANY FUTURE FINISHED SPACES CONSTRUCTED OVER THE SLAB ON GRADE. ADD #5 x48" LONG BELOW POCKET BEND AROUND CORNERS AS REQUIRED DETAIL 131a DEEP BEAM POCKET 1„=1,-0„ ADD p5 x48" LONG BELOW POCKET BEND AROUND CORNERS AS REQUIRED DETAIL 131b DEEP BEAM POCKET 1"=1•-0" ADD X5 x48' LONG BELOW POCKET BEND AROUND CORNERS AS REQUIRED DETAIL 112 BEAM POCKET 1"-1,-0„ J CD Q n a,z a� o Ld -) of Q Q W BEND INSIDE #5 _ = 4 a _0 AROUND POCKET W BEND INSIDE b5 J W o D W _ z z AROUND POCKET m m Q 0 17 z 4' MI RICK LEDGE LOCATION BEND INSIDE �5 ® AROUND POCKET w WIDTH AND HEIGHT OF POCKET VARIES a I SEE PLAN A FOR BEAM SIRE, OPENING TOP OF WALL MI ag SHOULD BE GREATER THAN BEAM SIZE - WIDTH AND HEIGHT OF POCKET VARIES < SEE PLAN FOR BEAM SIZE, OPENING TOP OF WALL WIDTH AND HEIGHT OF POCKET VARIES SHOULD BE 2" GREATER THAN BEAM SIZE SEE PLAN FOR BEAM SIZE, OPENING TOP OF WALL A SHOULD BE 2" GREATER THAN BEAM SIZE (2) #t TOP BARS ADD X48" LONG BEHIND T ET POCKET BEND AROUND CORNER AS REQUIRED TOP MRS xSEN LONG BEHIND (2)d5 TOP BARS BEND AROUND AS REQUIRED ADD #5 x48" LONG BELOW POCKET BEND AROUND CORNERS AS REQUIRED DETAIL 131a DEEP BEAM POCKET 1„=1,-0„ ADD p5 x48" LONG BELOW POCKET BEND AROUND CORNERS AS REQUIRED DETAIL 131b DEEP BEAM POCKET 1"=1•-0" ADD X5 x48' LONG BELOW POCKET BEND AROUND CORNERS AS REQUIRED DETAIL 112 BEAM POCKET 1"-1,-0„ v J CD Q n a,z a� o Ld -) .0 Q Q W _ = 4 Z _0 Q W J J J W o D W _ z z U — Q 0 17 z v IS 6 OQNOD Ll6Fys OO.0JI CENp %PD :6 O: F0. z. q'.• :gip O •. 4 /DUAL STAMP ENG\ STAMP ISSUE DATE: 3-25-21 REVISIONS: 10-14-21 beam pockets F2 J Q W D_ a� O Ld H J Q U) O Z W _0 Q W 0 Q U � z Q 17 W IS 6 OQNOD Ll6Fys OO.0JI CENp %PD :6 O: F0. z. q'.• :gip O •. 4 /DUAL STAMP ENG\ STAMP ISSUE DATE: 3-25-21 REVISIONS: 10-14-21 beam pockets F2 FRAMING NOTES: 1. LUMBER a. ALL LUMBER, SHEATHING, AND ENGINEERED WOOD COMPONENTS SHALL CONFORM TO GUIDELINES FROM THE AWG NDS. b. ALL STRUCTURAL FRAMING INCLUDING; HEADERS, TOP PLATES, JOISTS, AND RAFTERS SHALL BE HEM FIR b2 OR BETTER, c ALL STUDS LESS THEN OR EQUAL TO 10'-0" SHALL BE HEM FIR STUD 0 r0 GRADE OR BETTER. ALL STUDS MORE THAN 10'-0" SHALL BE HEM FIR N2 �Z p OETTER. d ALRL HEAVY TIMBER MEMBERS 6" AND GREATER SHALL BE DF-L N1 OR 8 BETTER, Q W e. NSTRUCTIONSOOD "IC I. IF VARIATIOE TO NS WEENDTHOSE SPING TO THE ECIFICATIONS MANUFACTURES THIS RES = = Q Z PLAN ARE FOUND CONTACT ENGINEER FOR CLARIFICATION. SUBSTITUTIONS OF U W14E "i JOISTS BETWEEN MANUFACTURES ARE ALLOWED BUT MUST BE AN W M Y OU50 APPROVED EQUAL. J J 0' 507 LE J 1ST UN R R OM GAME R M 51 t. ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL J LdJ O O S1 `�^ BE PRESSURE TREATED. W — } ME H^ g. ALL EXTERIOR GLU-LAM BEAMS TO BE ALASKAN CEDAR 20F-V12 Z q J yh Q r' h. ALL OTHER GLU-LAM BEAMS TO BE DOUGLAS FIR 24F-V4 = Q W L SQUASH BLOCK U Z "ON DIT N D L ND RF O STq .5 UNDER PONT D hey LOAD ABOVE, 2. STEEL TYPICAL a. ALL STEEL BEAMS TO BE ASTM A992 STEEL SHAPES (Fy=50 ksi). S� W10 22N b. ALL ROUND STEEL POSTS TO BE ASTM A53 (GRADE B) STEEL COLUMNS. QS DEC STI EL E SAM �O� a NOMINAL COLUMN DIAMETERS PRE LISTED (3"0=3 Yi"OD, 3 )2"0=4" OD, (3 SAN 4"0=4 VOD, 5"0=5 )¢"OJX) 11> e. ALL SQUARE TUBE SHAPES SHALL BE ASTM A500 (GRADE B). Til e. ENDS OF POSTS SHALL HAVE PLATES WELDED TO THE POST. THE BASE WILL o = ® 1 " p. BE BOLTED TO THE CONCRETE WITH A MIN OF (1) Yz'0 EXPANSION BOLT. 'n f. ALL OTHER SHAPES (PLATES, ANGLES, CHANNELS) TO BE ASTM A36. g. ALL STEEL TO STEEL CONNECTIONS SHALL BE FULLY WELDED AT ALL CONTACT SURFACES WITH A MIN OF A ifp FILLET WELD OF E70xx ELECTRODE. O 2 4 P T (2 1 .'x1 P " LV h. STEEL BEAM SUPPLIER IS TO FURNISH BEAM BOLT TOGETHER CONNECTIONS FLUSH BEAM J WITH A MIN OF 3§" PLATE AND (8) 9y' 0 A325 BOLTS. HHU 5.5 10 IU3.56 11 MINIMUM BEARING FOR STEEL BEAMS IS 3". Z D 510 A SHIMMED. 40f BEAM POCKETS SOLID AFTER BEAM HAS BEEN SET AND J O BLE E S1 Jot r 1N rw ° ER �: I REC. R O I o , � sec loN a j. CONNECTIONS W Q 507 . ALL HANGER CALL OUTS CORRESPOND TO PRODUCTS MANUFACTURED BY (� w S13 SIMPSON STRONG-TIE CORPORATION. OTHER MANUFACTURER PRODUCTS PRE O 3 If ALLOWED AS LONG AS THEY ARE AN APPROVED EQUAL. Z J a b. HANGERS FOR "i JOISTS TO BE SIZED PER JOIST MANUFACTURER (n O RECOMMENDATIONS. PLU BN ABO E c. PROVIDE MIN. OF H2.5T TRUSS CLIPS AT ALL TRUSS BEARING POINTS, Q w U ADJ ST DIST LAYO IT PROVIDE DOUBLE CLIPS AT MULTIPLE PLY TRUSSES. OTHER ATTACHMENT MAY S R QUIR D BE REQUIRED BY THE TRUSS DESIGNER P d. SILL PLATES SHALL BE ATTACHED W/ YPO ANCHOR BOLTS AT FOUR FEET Q W MAXIMUM ON CENTER, 12" FROM ALL CORNERS, MINIMUM 2 BOLTS PER _ (' VL i0 0 €S€ 50 PLATE. H B5. 0 1 .68 EE DET IL FT� -, I� S1 e. TO PROVIDE LATERAL SUPPORT, TIE ALL WOOD PLATES, WHICH REST ON U / I STEEL BEAMS, TO THE STEEL BEAM WITH X-ZF 47 PaS23 POWDER x10 — — \ ° ACTUATED PINS AT 32" O.C., OR 3§" THIRD BOLTS ® 48" O.C. Ni0 THE D OR TEE B LJ TOP FLANGE OF THE BEAMS. Q 1 SPAN) W 4. MINIMUM MEMBER SIZES a. ALL LOAD BEARING HEADERS ARE TO BE (2) 2x1O'S UNLESS NOTED STAIR LANDINGF.I. B 7 OTHERWISE. Q • 200 JOISTS ® 16" O.C. m b. FOR 2X4 WALLS ALL HEADERS ARE TO BE SUPPORTED BY A MINIMUM OF N m2x1O LEDGER, ATTACH TO (1) 2x4 TRIMMER AND (1) 2x4 KING STUD AT EACH JAMB, U.N.O. PROVIDE FOUNDATION WALL WITH (1)L51 Q6 MINIMUM (2) 2x4 TRIMMERS AND (2) 2x4 KING STUDS AT EACH JAMB FOR %"0 ANCHOR 0 32" O.C.510 S1 OPENINGS 6'-0" TO 10'-0". • (2) 2x10 LANDING BFAM, STRAP 51 c FOR 2X6 WALLS ALL HEADERS ARE TO BE SUPPORTED BY A MINIMUM OF TO BEAMS/WALL ABOVE (1) 2x6 TRIMMER AND (1) 2x6 KING STUD AT EACH JAMB, U.N.O. PROVIDE _ MINIMUM (2) 2x6 TRIMMERS AND (2) 2x6 KING STUDS AT EACH JAMB FOR OPENINGS 6'-O" TO 10'-0". d. ALL WALLS SHALL BE FRAMED IN ACCORDANCE WITH TABLE R602.3.1. e. ALL RAKE WALLS SHALL BE FRAMED FULL HEIGHT TO THE BOTTOM OF U EITHER LOOKOUT RAFTERS OR VAULTED CABLE END TRUSS WITH 1 PIECE J VERIFY ALL DIMENSIONS AND STUDS. BLOCKING MAY BE E CARRIED ON WALLS TALLER THAN L ALL POINT LOADS SHALL M. CARRIED OST AND BEAR DIRECTLY ON THE J F� R FOUNDATION WALL IN BEAM. EACH POST MUST INCREASE BY ONE PLY FOR ELEVATIONS PRIOR TO EACH LEVEL CARRYING THE POINT LOAD. SQUASH BLOCKS ARE REQUIRED BETWEEN FLOORS. CONSTRUCTION g. ALL BEARING LENGTHS FOR WOOD BEAMS SHALL NEVER BE LESS THAN 1$" AT THE ENDS OF BEAMS. BEARING ACROSS THE FULL WIDTH OF THE BEAM IS REQUIRED. h. TYPICAL ROOF OVER FRAMING SHALL BE 2x6 AT 24" ON CENTER AND BE POSTED DIRECTLY TO TRUSSES OR RAFTERS BELOW. MAX. SPAN FOR THE 2x6 MEMBERS IS 6' C I. ALL MULTIPLE MEMBER LVL'S SHALL BE ASSEMBLED ACCORDING TO THE O a M m SUPPLIERS RECOMMENDATIONS. CO 0 ATTACH SLEEPER TO STEEL BEAM j. 2-PLY STUDS SHALL BE NAILED TOGETHER W/ TWO ROWS OF 16d NAILS n ` W/ (1) 9(s'0 CARRIAGE BOLT 0 16" O.C. ADJACENT NAILS SHALL BE DRIVEN FROM OPPOSITE SIDES OF THE W j oD o B 35" O.C. OR (1) X-ZF 47 PSSS23 CS16 STRAP COLUMN. ¢ O ATTACH SLEEPER TO STEEL 2x LUMBER SLEEPER POWDER ACTUATED PN ® 16" O.C. 1'-0' MI',�-JI k. 3-PLY STUDS SHALL BE NAILED THE SAME AS THE 2-PLY W/ THE THIRD ,T \ 0 BEAM W/ (1) 1¢"0 CARRIAGE RUSH W/ EACH EDGE ALTERNATE SIDES OF WEB PLY NAILED TO THE 2-PLY W/ (2) 16d NAILS O 16" O.C. W DO BOLT 0 36. O.C. OR (1) OF BEAM FLANGE SINGLE ANCHOR BOLT I. 4 & 5-PLY STUDS SHALL BE NAILED THE SAME AS THE 3-PLY W/ CS16 c X-ZF 47PSSS23 POWDER MEMBER MAY BE USED ATTACH SHEATHING MUST PROJECT STRAPS TOP & BOTTOM. /1 \ Z c ACTUATED PIN ® 16" O.C. ON NARRO ER BEAMS TO PLATES W 8d THROUGH TOE m. 6 & ]-PLY STUDS SHALL BE NAILED THE SAME AS THE 3-PLY W C516 NAILS 0 6 /O.C. PLATE STRAPS TOP, CENTER, & BOTTOM. / D' c 3" i&"0 THRU SOLIDTEEW/ NALJOI TS TO SLEEPER n. EXTERIOR WALL SHEATHING SHALL BE 3q6' OSB NAILED WITH 8d NNLS AT Q BOLTS ® WOOD "I" BETW(2) IC NAILS 12" O.C. IN FIELD AND 6" O.C. AT EDGE OR 15ga. x 184"LONG x °Ac' WIDE r7X33;' O.C. JOIST WOO "I" 3n"OSB SHEATHING TREATED PLATE JOISTSTAPLES AT 8" O.C. IN FIELD AND 4" O.C. AT EDGE, OR 16ga. x 114"LONGMUST LAP OVER RIPPED TO MATCH x ?(g" WIDE AT 6" QC. IN FIELD AND 3" O.C. Ai EDGEO BEAM MIN OF 12" FDN WALL SIZE 0. ROOF SHEATHING SHALL BE 1Yjp" OSB W/ 8d NAILS AT 6. O.C. EDGE AND STEEL BEAM 10" O.C. FIELD NAILING. WOOD °I"nn�in�in PER PLAN.op. FLOOR SHEATHING SHALL BE MINIMUM 3'4" OSB W/ 8d NAILS AT 6" O.C/1ITS SERIES HANG R ATTACH SLEEPER TJOIST EDGE AND 12" O.C. FIELD NAILING.W WTO MATCH JOIST SIZE BEAM W/ (1) %-0 LUMBER BUILT UP g. INTERIOR WALL SHEATHING SHALL BE YJ" DRYWALL W/ 1Ya"x#6 DRYWALLDETAIL 503a BOLT 0 36. O.CEPER ITS SERIES HANGER 2x PoST SCREWS AT 8" O.C. X-ZF 4]P8SS23 TO MATCH JOIST SIZE r. ALL NAILING SHALL BE IN CONFORMANCE WITH IRC TABLE R602.3 STEEL FLUSH BEAM ACTUATED PIN 0 16" O.C. ALTERNATE SIDES OF WEB p 5. GENERAL >f EXPANSION = 1 — 0 DETAIL 504 DETAIL 508 a. FRAMING CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF SIDE BOLT MIN 3Ve" PLUMBING IN REFERENCE TO FLOOR FRAMING. EMBEDMENT TYP (2) STEEL DROP BEAM JOISTS P ER P EN DIC U LAR TO FDN b. AT FIRST FLOOR AND STRUCTURAL FLOOR, WHERE JOISTS RUN PARALLEL TO Y."x11'x10' C516 STRAP 3'-0" FROM THE FOUNDATION WALLS, PROVIDE PERPENDICULAR SOLID BLOCKING AT STEEL PLATE 3fi"0 THOU 3" 1 = 1 — O BOTTOM & TOP OF POST 4'-0" ON CENTER FOR THE FIRST 3 BAYS. BOLTS ®, = 1 — O X"x4•xq• PROVIDE SOLID BLOCKING AT SUPPORTS BETWEEN TRUSSES TO PREVENT A CLE IRON 33/4" Q.G� n ROTATION. �PPDO L/Cf'NS DETAIL 512 e PROVIDE SOLID BLOCKING AT INTERMEDIATPROVIDE SOLID BLOCKING AT ALL TRUSS E BEARINGIPFORNFLOORLOBSTS VO •Q HEry�es ISO WHERE WALL ABOVE IS A BEARING WALL. SOLID BLOCKING IS ALSO STEEL BEAM TO BUILT UP POST REQUIRED WHEN JOIST SPLICES OCCUR OVER A BEAM. SOLID BLOCKING IS a z; O NOT REQUIRED WHEN THERE IS NO BRUCE OR BEARING WALL ABOVE. 1"=1'-0" 9'•. �e ° FLOOR LOADS ROOF LOADS ONAIL " .9 ANCHOR BOLT MUST DRILL BOLT ,'Y+ �a p 30 PSF SNOW HOLES Yle" PROJECT THROUGH 4O PST LIVE OVERSIZED $ 0 EXPANSION ATTACH SLEEPER TO STEEL ATTACH SHEATHING TOE PLATE c BOLT MIN 3�" ANCHOR BOLT TQ PLATES W/ 8d UPPER PLATE TO 1 5 PST DEAD 30 PSF DEAD EMBEDMENT TYP (2) BEAM W/ (1) )4"0 CARRIAGE ATTACH SHEATHNG MUST PROJECT NAILS a 6 O.C. MATCH WALL SIZE Y' RETUR S t SECTION BOLT 0 36" C.C. OR (1) TO PLATES W/ 8e THROUGH TOE TYP 55 PST TOTAL 60 PSF TOTAL STAMP x-ZF 4]P8SS23 POWDER 2x6 LUMBERSIDE ACTUATED PIN 0 16" O.C. P R NAI S 0 6" O.C. PLATE WCCD "I" / DRAWN BY: JM n ALTERNATE SI ES OF WEB TREATED PLATE JOIST DECK LOADSDETAIL 502.2 TREATED PLATE WOOD "I" WIND LOADS ISSUE DATE: 3-Zrj-21 OOD "I" TO MATCH WALL JOIST40 PSF LIVEREVISIONS: LVL TO CONCRETE OIST ABOVE 1. 10 PSF DEAD 105 MPH (3 sec. gust) 10-14-21 rased fdn 1 "=1-0ANGLE R NeCLIPS 50 PSF TOTAL EXPOSURE "B" DETAIL 516.10 CODE REFRENCES: DETAIL 503b DETAIL 510 WELDED 'IT" CONNECTION IRC 2012 SCALE Y4 1'-1'-o" STEEL FLUSH BEAM JOISTS PARALLEL TO FEN 1"=1'-0" Alsc 13tH EDITION PROJECT # z1-1s9 DETAIL 507 ACI 318-11 REVISION 1"=1'-0" JOISTS PARALLEL TO FDN 1"=1'-0" Awc, NDS zolz �iaingo��s 1 "=1'-0" STAIR LANDING o ENTRY PO o _ Complete set of engineer stamped truss • 2x10 JOISTS 0 16" O.C. w IIr LL I drawings shall be provide to inspector at I zxlo LEDGER. AirncH To - GARAGE ROOF FRAMING PLAN framing FRAME WAL SIT 1(s)oca it 00 Y4„_, _G • (2) 2x10 LANDING BEAM, POST TO BEAMS BELOW 2x10 LEDGER W/ 8x8 POST UPPER FLOOR & LOWER ) sowsz2a0006 ABA88Z BASE ROOF FRAMING PLAN 2x 0 HD a CONNECT BEAM TO POST W/ Y4 = I'—w (4) SDWS221200 SCREWS (� J J x10 HI ROR r'PDT RDER ~ M W RUSSOR DO O B NES CO W ¢ 10 BCEo MASONRY LINTELS:CF z� UP TO AND INCLUDING 6'-0” WIDE — 4"x3 Y2 X3/8 Russ Into GREATER THAN 6'-0", UP TO 9'-0" — 6"x3 Y27IA16" Msr BA. �a MINIMUM BEARING FOR LINTELS=4". B s a s 3) 1)e 1 ' VL O 2 POST EARING WALL 3) x8 HD (2 2x POST FLUS M NO CH B D 0 (2 P TRUSSES F)R FLUSH (2 O 1,Y;"x " LVL (3) 2x6 POST LLI . SUI uss s er TH EDR OM 3 HALL CE 0 2 2x TRIM 2 2:6 IM (2) 2x K.S. (2) x6 .B. ATTACH SIZEPER TO STEEL L UN. PPD ervICFNs.^ BEAM W/ (1) %"0 CARRIAGE MASONRY ABOVE �+:•`U G,-. BOLT 0 36" O.C. OR (1) OFFICE X-ZF 47PSSS23 POWDER ACTUATED PM ® i6' O.C. ( 2 4 POS 2) 2x6 POST 9��F. 4'e""OSB SHEATHING ILI SSIONAIC 2x LUMBER SLEEPER. C — — (1) 1'" 9$" LV EDGE FLUSH WITH WALL 2x10 HD FLUSH BEAM WOOD "I" ABOVE aolsT STAMP ITS SERIES HANGER ' DRAWN BY: JM To MATCH JOIST srzE ISSUE DATE: 3-25-21 DETAIL 503c o HDR FLUSH STEEL BEAM WITH L _J 2x10 RAFTERS 1 - REVISIONS: BRICK — — — — — — — — J-� 0 24" O.o. 1 1 10-13-21 window layout "=IP011 RE\/����� UPPER ROOF FRAMING PLAN 1I SCALE Y4"=1'-0" /Ding or 5� `/ Y4 -12012 —0 I PROJECT # 21-189 L----------tI❑ ❑J L- - - - - - T_ SS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION S2J tY"x1 JNJ" 3 2x10 HDR (3) 1,"xi P,¢' LVL HDR (3) 14'xgik" LVL NOR EQUI ED ITC EN T.S. RIM JOIST 0 J z TY. _ l I ® N i — 4 ro JL2RSIM j TYP' o2 2x6 T M — — 2x — — — — — — — — ; w� O 2x6 Ks. Jou I3. M 3) 6 POS ---- O 2x6 Kb. — — — x10 LEDGER W 0 M NOOK R KS ) 2 6 K ° NT Y w =QvFLU 1 SDWS224 DB ( 8 *i✓a " O 2x6 Pas (2 1."xi P,§"F AR (2 x Por 42x SH TEE H CREWS 0 1 " O.C11 ST D 2 1 0 LV MIU356/ 1 FORBBEAM RICKABOVE2x6 POST P DING ADO E FLU H B M8 1I> • 3 2x10 H 3) 2 10 R INI G N O LL EDGE W/ 5 E DET L 5 2 TJ/ ( ) POT 110 O 2x6 ADJ T J IST YO T SDW522 OODB 0 1 B IN WAO' STAIR LANDING o ENTRY PO o _ Complete set of engineer stamped truss • 2x10 JOISTS 0 16" O.C. w IIr LL I drawings shall be provide to inspector at I zxlo LEDGER. AirncH To - GARAGE ROOF FRAMING PLAN framing FRAME WAL SIT 1(s)oca it 00 Y4„_, _G • (2) 2x10 LANDING BEAM, POST TO BEAMS BELOW 2x10 LEDGER W/ 8x8 POST UPPER FLOOR & LOWER ) sowsz2a0006 ABA88Z BASE ROOF FRAMING PLAN 2x 0 HD a CONNECT BEAM TO POST W/ Y4 = I'—w (4) SDWS221200 SCREWS (� J J x10 HI ROR r'PDT RDER ~ M W RUSSOR DO O B NES CO W ¢ 10 BCEo MASONRY LINTELS:CF z� UP TO AND INCLUDING 6'-0” WIDE — 4"x3 Y2 X3/8 Russ Into GREATER THAN 6'-0", UP TO 9'-0" — 6"x3 Y27IA16" Msr BA. �a MINIMUM BEARING FOR LINTELS=4". B s a s 3) 1)e 1 ' VL O 2 POST EARING WALL 3) x8 HD (2 2x POST FLUS M NO CH B D 0 (2 P TRUSSES F)R FLUSH (2 O 1,Y;"x " LVL (3) 2x6 POST LLI . SUI uss s er TH EDR OM 3 HALL CE 0 2 2x TRIM 2 2:6 IM (2) 2x K.S. (2) x6 .B. ATTACH SIZEPER TO STEEL L UN. PPD ervICFNs.^ BEAM W/ (1) %"0 CARRIAGE MASONRY ABOVE �+:•`U G,-. BOLT 0 36" O.C. OR (1) OFFICE X-ZF 47PSSS23 POWDER ACTUATED PM ® i6' O.C. ( 2 4 POS 2) 2x6 POST 9��F. 4'e""OSB SHEATHING ILI SSIONAIC 2x LUMBER SLEEPER. C — — (1) 1'" 9$" LV EDGE FLUSH WITH WALL 2x10 HD FLUSH BEAM WOOD "I" ABOVE aolsT STAMP ITS SERIES HANGER ' DRAWN BY: JM To MATCH JOIST srzE ISSUE DATE: 3-25-21 DETAIL 503c o HDR FLUSH STEEL BEAM WITH L _J 2x10 RAFTERS 1 - REVISIONS: BRICK — — — — — — — — J-� 0 24" O.o. 1 1 10-13-21 window layout "=IP011 RE\/����� UPPER ROOF FRAMING PLAN 1I SCALE Y4"=1'-0" /Ding or 5� `/ Y4 -12012 —0 I PROJECT # 21-189 L----------tI❑ ❑J L- - - - - - T_ SS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION S2J EQUI ED ITC EN 0 J z TY. l I ® N i — 4 ro JL2RSIM j °•o o2 2x6 T M — — — — — — — — — — ; w� O 2x6 Ks. Jou — — — (2)2x6 TRIM ---- O 2x6 Kb. — — — — — — — — (LyJ 0 MU R OM STAIR LANDING o ENTRY PO o _ Complete set of engineer stamped truss • 2x10 JOISTS 0 16" O.C. w IIr LL I drawings shall be provide to inspector at I zxlo LEDGER. AirncH To - GARAGE ROOF FRAMING PLAN framing FRAME WAL SIT 1(s)oca it 00 Y4„_, _G • (2) 2x10 LANDING BEAM, POST TO BEAMS BELOW 2x10 LEDGER W/ 8x8 POST UPPER FLOOR & LOWER ) sowsz2a0006 ABA88Z BASE ROOF FRAMING PLAN 2x 0 HD a CONNECT BEAM TO POST W/ Y4 = I'—w (4) SDWS221200 SCREWS (� J J x10 HI ROR r'PDT RDER ~ M W RUSSOR DO O B NES CO W ¢ 10 BCEo MASONRY LINTELS:CF z� UP TO AND INCLUDING 6'-0” WIDE — 4"x3 Y2 X3/8 Russ Into GREATER THAN 6'-0", UP TO 9'-0" — 6"x3 Y27IA16" Msr BA. �a MINIMUM BEARING FOR LINTELS=4". B s a s 3) 1)e 1 ' VL O 2 POST EARING WALL 3) x8 HD (2 2x POST FLUS M NO CH B D 0 (2 P TRUSSES F)R FLUSH (2 O 1,Y;"x " LVL (3) 2x6 POST LLI . SUI uss s er TH EDR OM 3 HALL CE 0 2 2x TRIM 2 2:6 IM (2) 2x K.S. (2) x6 .B. ATTACH SIZEPER TO STEEL L UN. PPD ervICFNs.^ BEAM W/ (1) %"0 CARRIAGE MASONRY ABOVE �+:•`U G,-. BOLT 0 36" O.C. OR (1) OFFICE X-ZF 47PSSS23 POWDER ACTUATED PM ® i6' O.C. ( 2 4 POS 2) 2x6 POST 9��F. 4'e""OSB SHEATHING ILI SSIONAIC 2x LUMBER SLEEPER. C — — (1) 1'" 9$" LV EDGE FLUSH WITH WALL 2x10 HD FLUSH BEAM WOOD "I" ABOVE aolsT STAMP ITS SERIES HANGER ' DRAWN BY: JM To MATCH JOIST srzE ISSUE DATE: 3-25-21 DETAIL 503c o HDR FLUSH STEEL BEAM WITH L _J 2x10 RAFTERS 1 - REVISIONS: BRICK — — — — — — — — J-� 0 24" O.o. 1 1 10-13-21 window layout "=IP011 RE\/����� UPPER ROOF FRAMING PLAN 1I SCALE Y4"=1'-0" /Ding or 5� `/ Y4 -12012 —0 I PROJECT # 21-189 L----------tI❑ ❑J L- - - - - - T_ SS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION S2J EQUI ED ITC EN J z TY. l I ro o2 2x6 T M LLI M Y ; w� O 2x6 Ks. Jou (LyJ 0 MU R OM ° NT Y w =QvFLU 8 *i✓a " O 2x6 Pas (2 1."xi P,§"F (2 x Por 42x SH TEE H 5 P ST O 1' 2 1 x111' LV MIU356/ 1 FORBBEAM RICKABOVE2x6 POST T' POS FLU H B M8 1I> • 3 2x10 H 3) 2 10 R EDGE W/ 5 E DET L 5 2 TJ/ ( ) POT 110 O 2x6 POST (2) 2x6 POS SDW522 OODB 0 1 B IN WAO' RPA 10 )zaPST OFA"x11 ALL U TUI z = K a MITI 1.88 (2) 2x6 T IM o w 3 hmI L NG RO M O 2x6 S. Z 2) zxs rRIM ,3 Q a Yy m 3) 2x6 K.S. J 0 o as w 0 EE 2) 26PST f aN W Q N ILL.10 S D AIL 12 v' 1 0 WE ED T' C NNE TI HS P T FL SH T EL BEA O MITER CORNER W10 22X WELL ED ' C NE ION SEE DED IL 5 6.10 (} SP O � J U5. 5-S FLUS ST EL EAM SEE DETAL 51 0 2x10 LED R W/ $r (n C) CONNECT BEAMS TO POST W/ 8x8 POST "x15" AYC GLUTAM 1 EDGER W/ 2 SDWS2 400D U (3) SDWS221500 SCREWS ABA88Z BASE DROP BEAM ) S 52240 DB SCREWS ® 16" .0 yyCOUNTERBORE Ill FOR 3" MIN. PEN. ELAS i6" C y OTHE (1) 2x6 TR KS. FROM VE w Q LLI INDOW W/W M(5) 3 2x1NOR(5) E (3) 2x8 POST 3 2x6 POT 2x6 POSTHAN JSEED NL 512 SEE DETAIL 12 Q (2) 2x6 POST P() W STAIR LANDING o ENTRY PO o _ Complete set of engineer stamped truss • 2x10 JOISTS 0 16" O.C. w IIr LL I drawings shall be provide to inspector at I zxlo LEDGER. AirncH To - GARAGE ROOF FRAMING PLAN framing FRAME WAL SIT 1(s)oca it 00 Y4„_, _G • (2) 2x10 LANDING BEAM, POST TO BEAMS BELOW 2x10 LEDGER W/ 8x8 POST UPPER FLOOR & LOWER ) sowsz2a0006 ABA88Z BASE ROOF FRAMING PLAN 2x 0 HD a CONNECT BEAM TO POST W/ Y4 = I'—w (4) SDWS221200 SCREWS (� J J x10 HI ROR r'PDT RDER ~ M W RUSSOR DO O B NES CO W ¢ 10 BCEo MASONRY LINTELS:CF z� UP TO AND INCLUDING 6'-0” WIDE — 4"x3 Y2 X3/8 Russ Into GREATER THAN 6'-0", UP TO 9'-0" — 6"x3 Y27IA16" Msr BA. �a MINIMUM BEARING FOR LINTELS=4". B s a s 3) 1)e 1 ' VL O 2 POST EARING WALL 3) x8 HD (2 2x POST FLUS M NO CH B D 0 (2 P TRUSSES F)R FLUSH (2 O 1,Y;"x " LVL (3) 2x6 POST LLI . SUI uss s er TH EDR OM 3 HALL CE 0 2 2x TRIM 2 2:6 IM (2) 2x K.S. (2) x6 .B. ATTACH SIZEPER TO STEEL L UN. PPD ervICFNs.^ BEAM W/ (1) %"0 CARRIAGE MASONRY ABOVE �+:•`U G,-. BOLT 0 36" O.C. OR (1) OFFICE X-ZF 47PSSS23 POWDER ACTUATED PM ® i6' O.C. ( 2 4 POS 2) 2x6 POST 9��F. 4'e""OSB SHEATHING ILI SSIONAIC 2x LUMBER SLEEPER. C — — (1) 1'" 9$" LV EDGE FLUSH WITH WALL 2x10 HD FLUSH BEAM WOOD "I" ABOVE aolsT STAMP ITS SERIES HANGER ' DRAWN BY: JM To MATCH JOIST srzE ISSUE DATE: 3-25-21 DETAIL 503c o HDR FLUSH STEEL BEAM WITH L _J 2x10 RAFTERS 1 - REVISIONS: BRICK — — — — — — — — J-� 0 24" O.o. 1 1 10-13-21 window layout "=IP011 RE\/����� UPPER ROOF FRAMING PLAN 1I SCALE Y4"=1'-0" /Ding or 5� `/ Y4 -12012 —0 I PROJECT # 21-189 L----------tI❑ ❑J L- - - - - - T_ SS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION S2J 1* � � i City of Wheat Ridge �� Residential Demolition PERMIT - 202101446 PERMIT NO: 202101446 ISSUED: 07/08/2021 JOB ADDRESS: 3311 Chase St EXPIRES: 07/08/2022 JOB DESCRIPTION: Complete structure demolition of house and shed *** CONTACTS *** OWNER (72 0) 54 5 - 62 8 l CHEUNG YAO LOONG SUB (303)564-1118 RUSS HAMEL 210089 EMPIRE DEMOLITION & PROPERTY *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 71770.00 FEES Total Valuation 0.00 Plan Review Fee 112.19 Use Tax 163.17 Permit Fee 172.60 ** TOTAL ** 447.96 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. I by m si nature do hereby attest that the work to be performed shall comply with all accompanyin approved plans and specifications applica le uilding codes, and all applicable municipal codes, policies and procedures, and that I am t e legal owner or have been authorized by the legal owner of theproperty and am authorize to obtain this ermit and perform the work described and approved in conjunction with this,permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be per ormed and that all work to be per ormed 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. 07/08/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. • City of Date: Bid CoMMUNiTy DEVELOPIVLENTL"�g plan1permit # Building & Inspection Services Division 7500 W. 29'x' Ave., Wheat midge,, CO 80033 Flan Review Office: 303-235-2855 * Fax: 303-237-8928 Inspection Line: 303-234-5933 Building r it Application 'd Phone: -7 Address. r chit r E-mail.- Phone.* Contractor: ; � Contractors City License M. - Phony ContractorE-mailAddress: . '61 com Sola Contractors-. rs-. Electrical: Plumbing: Mechanical: W.R. City License # Kk City License # W.R. City License Other City Licensed Sub: Cather City Licensed Sub: City License # City incense Complete all nfor ;tine tin T1 sides of this form ♦(Check alls apply) RESIDENTIALNEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW STRUCTURE COMMERCIAL R FING COMMERCIAL AbDiTION RESIDENTIAL ROOFING REsbENTiAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) Al RESIDENTIAL ACCESSORY STRUCTURE ra. MECHANICAL a a s PLIANCE REPAIR o REPLACEMENT r r a. PLUMBING itSYSTEM/APPLIANCE A..:MM t REPAIR r A.. or xA rA... a ELECTRICALCMENT SYSTEM/APPLIANCE REPAIR " rA' REPLACEMENT OTHER (Describe)_. &s rp ;fin"^ a, rt�*�f` ,f ,'k t"T l,J` rL? v40 Sq. FULF Btu's Gallons Amps Squares father FOR OFFICE USE ONLY Cit} of mate: No - ? "??7Wh6at BuildingInspection Se leges ©lvlsion ,.ZC:X. i 7500 W. 20 Ave., Wheat Ridge, CO 30033 Plan Review Office: 303-235-2355 * Fax: 303-237-3020 Inspection Line; 303-234-5933 1-11-11 Building r it Application Please complete all highlighted areas on both sides of this form. Incomplete applioations may not be processed. Property Address; s Property Owner Email. Mailing Address: ('if different than property address) Address. City, State,Zi Arch t Engl r E-mail: Phone: Contractor: a Contractors City License : � M .0 M phone.. Contractor E-mail Address: n. $ubContractors-. Electrical, Plumbing: mechanical. W.R. City License #k WR City License ## W.R. City License Other City Licensed Sub: Other City Licensed Sub: City License # City License Complete all information on BOTH H skies of this for *>«22+2 1» *» y A. < g . .0 0 $<: W2#»MER IA . #'ELECTRICAL aE.:%t,2 NE ESIDE I COMMERCIALTURE ROOFI COMMERCIAL \DD»■/ RESIDENTIAL OFF RESDENTIAL ADDITION ■ WINDOW REPLACEMENT {C COMMERCIAL /ACCESSORY$ RESIDENTIAL 2<3^a\ 2& : (Garage, shed,� deck, : \<ef<T 2.«,- ».«!r» ®c $ MECHANICAL SYSTEM/APPLIANCE REPAIR REPLACEMENT $ PLUMBING SYSTEM/APPLIANCE R^ j\\»%:*o AIREPLACMENT � §. 2TR» / \ \�,-P/=or � j\ ACEVENT OTHER(#\\beL__ ..< . .. .. .. Sq. A%F~.. \... ©k \ : \.\ `\Gallons. Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 Permit Number 19528 11/28/2005 Inspection Line 303-234-5833 Residential Roofing PROPERTY 3311 Chase St Unit: (303) 918-2940 OWNER: Rick Martin Description Tear off(1) layer on-tab shingles. Install (I) layer 30# base felt. Re-roofhouse 8.34 Sqs. wi 3-tab shingles and 2.69 sqs. EPDM. I IDue 1$55.62 1$126.50 1$182.12 1 1 IUcense # 117261 I I~(j'-; <-" 1 ~<;!j {iC;;i;10 1 ~-"'::::76 {I i "-\2:::;-/. Y j 1 '__C:> 1 1 1 1 IFEES IFees IUse Tax IPermit Fee ITotal Fees I ICONTRACTORS IName IACademy Roolin!:], Inc. I IPaid 1$55.62 1$126.50 1$182.12 1 1 IPhone 1303 360-0708 Documents from the manufacturer shall be onsitefor final roof inspection which specifY roofing materials have been installed to meet 110 MPH three-second wind gust---mc Units: Occupancy: Walls: Roof: Stories: Sq Feet: o I herebycertiJy thatthesetbllckdlstances proposed by this pennit application are litturale, and.do not villlatcapplicable ordinances, Tules or regulations of the City of Wheat Ridge or covenants, easements or restrictions ofrecordj that aU measuremCIlts shown, and allegations made are accurate; that I have read and agree to abide by ri condltIonsp . ted on tbis application, and that I assume fnllresponsibility for compliance witb tbe Wbeat Ridge Building Code (I..B.C.) and all otber applicable eat Ri ge 0 inances, for~work under this pennit. E (OWNER)(CONTRA R) This pennit was issued ill accordance with the provisions set fortb in your application and is subject to the laws oftbeState of Colorado and to tlte Zoning Regulations and Building Code of Wheat Ridge, Colorado or any otber applicable ordinances of the City. 2 Every peimit issued shaD bewme invalid unless the work on the site authorized by suchpennit is commenced within 180 days after its issuance, or if the work authorized on tbe site by such permit I,s suspended or abandonedfara period of 180 days after the time of work is commenced, 3 Hthis pennit expires, a new permit may be acquired for afee of one-baIfthe amount normaDy required, provided no cbanges 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 are made or ifsuspension or abandonment exceedsone(l)year,fuDfeesshaDbepaldforanewpermlt. 4 No work orany manner shall be done that wID change the natural t1owofwater causing a drainage problem. S Contractor shall notify the Bldlding Inspector twenty-four (24) hours in advance for aD inspections and shall receive written approval on Jnspei:tioneard befoie proceeding with successive phasesofthejob. The issuance ofa permit or.the approval of drawings and specifications shaD not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or an other ordinance, law, rule or regulation. -;;ji? . SIGNEP PATE Page 1 of I Rc - "s (0 '5 ~ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEA T RIDGE, CO 80215 - (303-235-2855) A~lcA-o.ON ~L..K. I'^'-r-'-i... i'l 3:S \ \ C \t\cu;.c... So 'I 112.0\ Company. ~ iYLL/ .gcerft ~ I =+r<: . OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Permit Number. Date Property Owner. Property Address. Phcr,e 3fq t '? -:Xli:O Contractor License No. Phone3/:::'LQtL - D10~ Constructjon Value ~'3()qO.r::/:) rv-t>=H . Permit Fee I hereby certify that the setback distances proposed 'Jy this ,:Jermir 3Dplic3tion are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge cr covenants. easements or restrictions of record; that ail measurements shown. and allegations made are accurate; that I have read and agre_e to abide by all conditions printed on this application, and that I assume full resp Iblllty for compliance With the Wheat Ridge SuHdlng Code (U.8.C.) and all other applicabl Ridge dlnances, for work under thrs ermrt. (OWNER)(CONTRACTOR) SIGNED DATE II Use Tax. Total. Use. Description . TeCL< <>FF (1') lc~+Y ut :=,--.fn...b 3h_.l..-i"I<~ ','\stn...u,(') \(<..:..f-ev 3C* Y.;)(\..'~ fc.l+' _ K:t' - rc J:. j\c~ '>Z. \<;-.31\ 91. lM / .3 - -m.b st" Li'~ L) CU"ll 2- we{ PEP DlVl BUILDING DEPARTMENT USE ONLY ~~!l...Q1$. Approval: Zoning: ~Etlmn~J]\'$~ Approval: ~!!a!<<~~ Approval. SIC. Sq. Ft.. Occu pancy . \,^/alls: Rooi. Stories. Residential Units: Electrical license No . Company. Plumbing license No . Company. Mechanical License No . Company. Expiration Date. Approval. Expiration Date: Aporoval . Expiration Date. Approval (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur aoplication and is subject to the laws of the State of Colorado and to tile Zoning Regulations and Building Code of WIle at Ridge. Colorado or any other applicable ordinances of. the City. Tnrs permrt shall expire If (A) the work authonzed is not commenced Within Sixty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a penod of 120 days. If this permit expires, a new permit may be acquired for a fee of one-harf :he amount normally required. provide(! no c:1anges have been or Wilt be made in the anginal plans and speCIfications and any suspenSion or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shalf be paId for a new permIt. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the 8uilding Inspector twenty-four (24) hours in advance tor all inspections and shall receive written approval on inspection card before proceediing wilh successive phases of the job. The issuance of a permit or the approval of drawings and specifications shalf not be construed 10 be a permit for, nor an approval of. any violation of the provisions of the building codes or any other ordinan:e, law, rule or regulatron. (4) (5) (6) Chiei Building Inspector · BX;:lU2BBS · ~'.rA'j / I~. , : ~r &\\ \~\ t? B4:25 3B3-44S-5454 OFC PROG & POL SRVCS ACADEMY ROOFING INC. foofing . ?jutters . hbricated metal To: Job 1o....tioo: Rick Martin 33!l, Chase ST Wheat Ridge, CO 8021Z~7037 PAGE Bl/B2 Date: Phone, Fa.'!:, Est.#: 8/512005 3039182940 3034456464 7643 JOB ESTIMATE 3311 Chase ST Wheat Ridge, CO Qt-6Li5+- Academy Roofing Inc. (hereinafter rettrred to as "Can.rr,etot") proposes to provide aU tnattri,ls, hbor and equipment necessary to perform the Following at th~ Job Location. Pl'ices include all appHcable s~cs t::lxes, permit fCC5. cle:tl'J.~Up and removri.1. of roofing debris, Roofing' n -.\-aJ:;> Tearofl;'aud haul away(J) layer of exi,tiniroofmg. Install (I) layer ofTamko 30# base felt. 1nstalI2" x 2" 26-gauge ''WJritc'' pre-pointed steel at the eaves to meet applicable codes. Replace all wall, pipe, and ,,~.t flashing to meet applicable cod... Re-flash (I) frrcplaee. Install 90# cI.osed valley flashing. Install (6) fa..teners per shingle for high wind appll.ation. R...roof the honse witlt Tllmko Elite Glllss-Seal3-tab ""If......aling sbingle. or Owen. Corning Supreme 3-tab shingles. (25--yr. Warranty) Note: All I't'lcfiug pricing js pn::diqted upon dri~y :1ccess to facilib:t.c the uploAding ofncw roofing materials and the (\ownlollld-ing of any necessary t.c:rr-off of exj~ting roofing material pTI()l'to new:roof inRl:lllllltion. Flat Roof: Remove aU layers of ."i.ting roofing 01], two roofS at south side of the house. Install %'1 wood fiberboard !!lccbarJcally fastened to the deck;. Replac~ all necessary wal~ pipe, and vent flashings to meet applicable codes. Install fully adhe(ed .60-mil EPDM rubber roofing. Page 1 4 of . jJ~Y;X ~Jce- ~wt;J5 ~,4Jlv6 lr~uJ ~~y ., 111 t.1._., L- - ~,. - , ,f" ~ 0---, ~ $2,190.00 ~. c/.- rS? ~v rn,o fD Please drcw the accepted items and enter total Workmal7Ship W!trran/y 2 year,r TOTAL CONTRACT PAYMI;;NT IS Dul:: UPON COMPLETION. CUSTOMER MAY WITHHOLD UP TO 1 Do/.. OF RNAL PAYMENT PENDING INSPECTION BY BUILDING OmCIAl. All SUMs NOT PAID WHEN DUE SHALL EARN INTEREST ATTHE RATE OF 1% PER MONTH UNTIL PAID AND CONTRAOTOR SHALL BE EN1TfLEO TO RECOVER All COSTS OF COllECTION. INCLUDING ATTORNEY'S FEES, IF CONTI\ACTOR IS NOT PAID. THE TERMS AND CONbrtrONS SET FORTH ON THE FOLLOWING PAGE ARE A PA,RT OF THIS PROPOSAL ROOF PRICE IS FIGUR~D USING DAIVI~:WAY ACCESS F'OR UPl..,OAOING ROOFING MA.TERIALS AND DOWN ~NG ALL ROOf=ING DE;8RtS. THIS PROPOSAL MAY BI; REVISED OR WITIiDRAWN BY US IF NOT ACCEPTED WITHIN 60 DAYS. _ ~ ~ /~~ AUTHORIZED SIGNATIJRE ACCEPTANCE TH~ PROPOSED-PR:ICES, SPECIFICATION AND TERMS AND CONDITIONS ARE SATISFACTORY AND HERESY ACCEPTED, YOU ARE AUTHORIZED TO PROCEED WITl-I THIS WORK. PAYMENT WILL BE MADE AS INDICATEO ABOVE. DATE: ACCEPTED OWNER'S SIGNATURE 1610 Jasper Street. Aurora, Colorado 80011 . 303.360.0708 . Fa.~ 303.364.6053 w'wvv.>l.cadcmyroonngi:n ~.com Selected Sections: Academy Roofing Inc 1610 Jasper St., Aurora, Co. 80011 Phone: 303-360-0708' Fax: 303-364-6053 Section Markup 3-tab Bid No. 291 7300 Shingles and Roof Tiles, 7590 Demo Existing Conditions Selected Typical Areas: Selected Areas: (unassigned) Estimator: RK - Rod Kincaid Job Class: Recover Wage Type: Standard 7300 Shingles and Roof Tiles Job Status: Pending Bid Datemme: 8/4/2005 12:00:00 PM Plans Date: 8/412005 (unassigned) Bid Material Standard 3 Tab Shingle 25 Year, 8/12, (3TAB) 30# Felt Paper Tamko for Comp Roofing. 8112 (3' x 66' 6"), (30# FEt.TTAMKO) 1 1/4 Coli Nalls" (1 1/4 COIL NAIL) RV-53 Attic Vents for Comp Roof, 8/12. (RV53 VENT C) Hammer Tacker Staples for Comp Roof" (TACKER STAPLES) 3 Tab Starter Shingles. 8112 (1'), (3 TAB STARTER) 2x2 Eave Metal for Comp, 8/12. (2X2 EAVE METAL) Hip Shingles Tamko. 8/12 ( 1'). (HIP TAMKO) 90# Valley for Comp Roofing. 8/12. (90#) 30# Felt Paper Tamko in valley for Comp Roofing, 8/12, (30# FELTTAMKO VALLEY) Extra Valley Shingles Shingles, 8/12. (3 TAB EXTRA VALLEY SHINGLES) 10 x 12 Slep Flashing. 8/12. (10 X 12 STEP) 4" x 51/2" Headwall Flashing for Compo 8/12, (4 X 5 1/2 HEADWALL) Mat. Cost Code R R R Quantity Unit Cost Total Cost 630.00 SF 0.33 207.90 3.01 Roll 12.25 36.84 0.45 Box 19.97 9.01 1.50 Vent 7.95 11.93 0.46 Box 3.00 1.38 1.56 Bundle 11.50 17.99 12.78 10' Plec 5.10 65.17 2.35 Bundie 16.00 37.59 0.34 Roll 16.25 5.53 0.15 Roll 12.25 1.89 10.50 LF 0.33 3.47 0.76 Bundle 43.00 32.68 0.67 10' Piec 8.35 5.57 Net Bid Material Total: 436.93 Quantity Unit Cost Total Cost R R R R R R R R R R Bid Other Permit Other Cost Code PERMIT Net Bid Other Total: Lab. Cost Code Clean-up Roofing (CLEAN ROOFING) Labor to Install 3 Tab (LABOR 3 TAB) Labor to Install 30# (LABOR 30#) Labor 90# in Valley (LABOR 90#) Labor to ilnstall Eave Metal (LABOR EAVE MTL) Labor to Install Headwall Comp (LABOR HEADWALL COMP) labor to Install Hip Shingles (LABOR HIP SHINGLES) Labor for PanlHW Miter Comp (LABOR PANI HW MITER) Labor to Install Starter Shingles (LABOR STARTER) Labor to Install Step Flash (LABOR STEPFLASH) Labor for Valley Felt Comp (LABOR VALLEY FELT) Labor to Install Valley Shingles (LABOR VALLEY SHINGLES) 09/21/2005 7:15 am Wage Type Standard Standard Standard Standard Standard Standard Quantity 600.00 SF 6.00 Sauare 600.00 SF 10.00 LF 115.00 LF 6.00 LF Prod/Day 8.000.00 512.00 4.472.00 553.84 839.20 839.20 Un~ Cost Total Cost Standard 76.00 LF 184.64 Standard 2.00 each 67.12 Standard 115.00 LF 1,006.96 Standard Standard 19.00 LF 10.00 LF 223.76 1,398.64 Standard 10.00 LF 349.68 Page 1 Academy Roofing Inc 1610 Jasper St., Aurora, Co. 80011 Phone: 303-360-0708 . Fax: 303-364-6053 Section Markup 2ea flat roof epdm Bid No. 291 Selected Sections: 7500 Membrane Roofing, 7300 Shingles and Roof Tiles. 7590 Demo Existing Condttions Selected Typical Areas: Selected Areas: (unassigned) Estimator: RK - Rod Kincaid Job Class: Recover Wage Type: Standard 7300 Shingles and Roof Tiles Job Status: Pending Bid Daterrime: 8/4/2005 12:00:00 PM Plans Date: 8/412005 (unassigned) Bid Material 6" Counterflash for Comp, 4/12, (6 COUNTERFLASH) Mat. Cost Code R Quantity Unit Cost 2.56 10' Piec 5.40 Net Bid Material Total: Total Cost 13.80 13.80 Lab. Cost Code Labor to Install Counterflash (LABOR COUNTERFLASH COMP) Wage Type StandanJ Quantity Prod/Day Unit Cost Total Cost Net Labor Total: Material Labor Equipment 0.00 other Total Net Totals 0.00 -, ,.~~'": Stock Cleanup Supervision 0.00 0.00 0.00 0.00 0.00 Escalation TaxlBunJen PerDiem 0.00% 0.00 0.00% 0.00 0.00% 0.00% 0.00 0.00 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 ;~ 0.00 Sub Total 0.00 Overhead Profit 0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 6.23 \' Area Totals 7500 Membrane Roofing (unassigned) Bid Material Mat. Cost Code .60 Mil EPDM Rubber Sheet, .25/12, (.60 Mil EPDM) FLAT ROOF 1/2" Wood Fiber BoanJ for Flat Roof, .25/12, (1/2" WOOD FIBER) FLAT ROOF 1 5/8" Screws for Flat Roof.. (1 5/8" SCREWS) FLAT ROOF Yellow Glue Adhesive for Fiat Roof.. (YEllOW GLUE) FLAT ROOF 4" Seam Tape for Flat Roof. .25/12. (4" SEAM TAPE) FLAT ROOF 6" Seam Tape for Flat Roof, .25/12, (6" SEAM TAPE) FLAT ROOF Seam Prlmerfor Flat Roof.. (SEAM PRIMER) FLAT ROOF Piates for Flat Roof, 4/12, (PLATES) FLAT ROOF Plates for Flat Roof, .25/12, (PLATES) FLAT ROOF .60 Mil EPDM at Walls, .25/12, (.60 MIL EPDM WAllS) FLAT ROOF 112" Wood Fiber BoanJ at Walls, .25/12. (WOOD FIBER WAllS) FLAT ROOF 15/8" Screws for Walls. .25/12, (15/8" SCREWS WAllS) FLAT ROOF 09/2112005 7:15 am Quantity Unit Cost Total Cost 245.70 SF 0.46 113.02 7.314x8Sh 7.02 51.33 169.57 each 0.11 18.65 0.78 5/ Gal. 63.50 49.53 0.23 Roll 61.50 14.39 0.23 Roll 120.50 28.20 0.12 callon 17.25 2.02 169.57 each 0.05 8.48 16.67 each 0.05 0.83 23.00 SF 0.46 10.58 1.44 4x8Sh 7.02 10.09 33.33 each 0.11 3.67 Page 1 --- Section Markup 2ea flat roof epdm Bid No. 291 500 Membrane Roofing Inassigned) lid Material Yellow Glue Adhesive for Walls, .25/12, (YELLOW GLUE WALLS) .ab. Cost Code ;Iean-up for Flat Roofing (CLEAN FLAT (OOFING) nslall60 Mil EPDM at Walls (INSTALL 60 MIL VALLS) nstall60 Mil EPDM (INSTALL 60 MIL) .abor to Install Seam Tape (LABOR SEAMTAPE) .abor to Install Seam Tape (LABOR SEAMTAPE) ,bar to Install Wood Fiber Board (LABOR WOOD 'IBER) 3bor to Install Wood Fiber Board (LABOR WOOD 'IBER) Material Net Totals Stock Cleanup Supervision 0.00 0.00 Escalation Tax/Burden PerDiem 0.00% 0.00 -""'i!' Sub Total Overhead Profit 0.00 0.00% Area Totals S79.89 ;90 Demo Existing Conditions Wage Type Standard Standard Standard Standard Standard Standard Standard 0.00% 0.00% Inassigned) .ab. Cost Code Wage Type .abor for-1 Layer Camp Tear Off for Camp (LABORStandard I LAYER CaMP TEAR OFF) .abor for 1 Layer Camp Tear Off for Camp (LABOR Standard I LAYER CaMP TEAR OFF) )912112005 7:15 am Mat. Cost Code FLAT ROOF Labor I..,~ 0.00 0.00 0.00 0.00 -......-.."" .- 0.00 0.00 Quanmy 234.00 SF 23.00 SF 234.00 SF 0.23 Roll 0.23 Roll 234.00 SF 23.00 SF 0.00% 0.00% 0.00% 0.00% Quantity 2.34 Sauare 2.34 - Sauare Quantity 0.15 5/ Gal. Unit Cost 63.50 Net Bid Material Total: Prod/Day 8.000.00 160.00 800.00 2,400.00 3,200.00 1,600.00 320.00 Eauipment 0_00 0.00 0.00 0.00 0.00 0.00 0.00 Prod/Day 0.00% 0.00% 0.00% 0.00% Unit Cost Net Labor Total: Other 0.00 0.00 0.00 0.00 0.00 0.00 Total Cost 9.74 I ~ w ~ 11': , , ii ~ i , i , I- f: , I: f. , r 320.53 Total Cost Total 0.00 0.00 0.00 0.00 0.00 0.00 305.99 7 0.00 Unit Cost Total Cost Net Labor Total: Page 2