Loading...
HomeMy WebLinkAboutPlans.pdf/I\ I ..,,-, : 1 \\ 78 ~ I I ,.---·\ ~-}D"t ---·------·-----·-· -·---· ·) ! ·------------·-------CJ q~' -7 l' \\b~~\c -J /<~~' --·-·-· / -~~~::n 1' I ~u Gtv ~-~_j f 1 S •'\ I ; I < I I I I I 11> I ! ' ,oo I ' i i \ \ \ I \ \\ \ '··, '~ \ \ !,. //\ \ \ •\ \ )I/ ~ \ . er .:< ·~ " . ( C'!: I '<" ~c)~ I . I ! I i ·---~----··- -----··. -··-- , /~'.)~ '•.,/ () / I .. -: I I ' I I I i I ! I I I ! ; I [ I ' ' I I I _ ·-----j_(_-, ~ou'!. _A_r~_fD_r1_V _1 _,..,_cz. _____ J_--:-__ _::-t~-----:-:-----:---;-------~J___-'---- • .t,. ·~--~~J.~f .. -.·.·· -. ;" ~~~;; '/: ~ ' Building Materials List for Plan #572-3 -Local building code approved substitutions may be made to this list - Variations in construction methods and materials can require modification of this list. Every attempt is made for greatest accuracy, but typographical or human error Is possible. Quantities verification by the materials supplier is recommended before materials package is finalized and/or shipped. Concrete & Reinforcements For Monolithic Slab/Footing Poured-in-place concrete-----------------------------------·----------11. 5 (min) cy #4 Reinforcing steel Bar ASTM A-615 grade 40 283 If 15 -20· pcs. W/6 x 6 -w1 .4 x 1.4 wire mesh 548. 25 sf 137 If, 4' roll Concrete & Reinforcements For Stemwall/Footing Foundation Poured-in-place concrete---------------------------------------------------------11 . 5(min) cy #4 Reinforcing Steel Bar ASTM A-615 grade 40 565. 76 If 29 -20' pcs . W/6 x 6 -w1.4x1.4 wire mesh ----502.2 sf 126 If, 4' roll Rough Framing 2 x 4 x103-112" HF/DF "stud" wall framing--------- 2 x 4 x HF/DF No. 2 for plates---------- 2 x 4 HF/DF No . 2 pressure-treated bottom plate----- 2. x 1 O DF No . 1 Header-------------------------18' length 2 x 6 DF No. 1 Header 111 length 2 x 6 DF No. 1 Header 8' length 4 x 4 HF/DF No.2 Bracket Material 8' length 2 x 4 HF/DF No . 2 Sub-rakes B' length 2 x 4 x 22-112" Eave Blocking with screened vent holes------- Trusses: 22' span, attic type, incl . (2) end trusses (see pier.et) Sheathing Materials 7/16" o.s.b. wall sheathing------------------- 112" S-ply C-0 APA Plywood, ext. glue P .1. 2410 Roof Vapor Barrier •x 8 sheet ·X 8 sheet Roof 15# bituminous felt paper in 36' wide roll------------ Wall 7# bituminous felt paper in '40' wide roll ---- Floor .006" black polyethylene membran1e----..J---- Siding Materials .. ~.:.textured o.s.b.siding boards with 1" lap shingle gables' siding (verify spec. wl customer)- Trim : 51'4 x '4 -------- ,Trim: 514 x 4 ------- Trim: 5/-4 x4 Trim: 5/-4 x 3 ------------ Rake Trim : 514 x 4 ---------------------· Parting Trim : 514 x 4 -------------- Fascia: 1x6 ---------- Rakeboard: 2 x 6 --------- Roofing Materials 8' length 9' length 16' length 9' length 16' length 2' length t>' length 8' length 96pcs. 221 If 96 If Z pcs. 2 pcs. 2 pc. 6pcs. 4 pcs. 26 pcs. 14 pcs. 38 sheets 34 sheets 406/f 400 If 572 sf 817 sf area 125 sf area 11 pcs. 4pcs. 1 pcs. 4 pcs . 2 pcs. 2 pcs. 6 pcs. 2 pcs. 1016 sf 30 If Composition Roofing Shingle•s------- Ridgevent material------------- Window and Door Assemblies (verify craftsnn style or ?) 2ea. 1 ea . 1 ea. 1 ea . 4030 sliding window(s) ---------------------------------- 2020 windo ---- 16'-0" x s·-o· sectional garage door 3068 exterior door ---------------------------------------- Metal Parts & Misc. hex nuts-Anchor bolts: 112" dia . x 1 o· ASTM A-307 " Flat washer: 2· x 2" square x 3116' thick ----------- Simpson H1 clips (or equal)--------------------- Simpson STHD10 hold-down straps (or equali------- 16d sinker nails 8d common nails@ 145 nails/ lb. --------- Roofing nails @ 21 O nails / lb. ------· Drip flashing for window/door heads/parting trim boards------ -To advise corrections, call 1-B00.211M77& ThlJIOU.-. 18 pcs. 18 pcs. 18 pcs. 4pcs. 50 lbs. 16 lbs. 11 lbs . 51 If (NOTe: elfCTR.ICAL (. MeCttANICAL NOT JNCeD IN Tt115 ll5T) GRADE·T0-RIOG E HEIGHT: 19' 10• . . . ·- Building Code Compliance This planset was prepared to comply with the 2009 International Residential Code (IRC) Parameters For Design Wind Speed: 110 mph, 3 sec. gust Wind Exposure : 'B' Se isrnic Category: 'C' Snow Load: 30#/sq. ft. Buil d ing Data Occupancy: "U" Construction Type: "V" • • i '· ·---· -···-·---------' l+t-t-11 I I I I . ' , I i i 11 I i .• I ' I " ! I I ' I I : i • I I ! I I ' I ; I I i i • 1 · I I I i i i I ' I ' ! I ' I I ' I l I I J---·-· ··-.. #572-3 Crafts man-Style Garage 22' x 26' \. -... ,___ • ---.:::i--~----------~._ See #411 dl/~#1#/A W ~~/lc/;n-l /?~u;reWt<U1A, . APPROVED SlJBIECT TO NOTED IXCIP110NS A INSPEC'J10NS GARrlELD COUNTY --------··--~ 572 SQ. FT . c:::i co IN ' M ' in ' LU ct:: ...... cc BUU:fi'DEPAR'f)flm' n.ee SJvo 1 3 ay O ,L!f- LD COPY . ' NO INSP!CTION WITHOUT THESE PLANS ON SITE Jlll&e of c E.2' s:. tn CD .CD me C") I ~ LI) d z z < ..J Q. z z CJ ~ fil~ 25~ 0 SHEET 1 • c a» -• 'G» "O E .c a» .a • ;: ;: ;: W((\ tc~ o, OF 7 / ~ ~ \) ~ <i ~ ~ :) I ' I I ELECTRICAL PERl.fTTING & INSPECTIONSARt BY THE COlOIWlO STATE ELECTRICAL BOARD , ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION • ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION NOTE: COMPLY WITH LOC AL ELECTRICAL CODES AND STANDARDS A5 APPLICABLE (MAXMJM' DEPTH REAR WALL Li>cATIOll) LEGEND $ SWITCH LOCATION -<) CE ILING MOUNTED LIGHT FIXTURE ~ I I 0 VO LT DUPLEX OUTLET ti EXTERIOR WALL-MTD. LIGHT FIXTURE 0 ELECTRIC PANEL OR SUB-PANEL LOCATE* INSTALL PER LOCAL CODES ::Q} I I 0 VOLT DUPLEX OUTLET (EXT ERIOR) I NOTE: BUILDING DEPTH DIMENSION MAY BE ADJUSTED AS PREFERRED , I (NO GREATER THAN 34 FT.). EXACT ALTERNATE DIMENSION SHALL BE NOTED ON THIS FLOOR PLAN. IF BUILDING TO ALTERNATE DIMENSION, MATE!!~_l,_l!_!,_l)ff_OUAN1_1JIES WIL_l,__~EED_ TO_B_E_ R_EV_ISED i ! ACCORDINGLY . 11 -.. _ .-.-_-_ iJ i • • • • • • • • I l __ .,...__---'11:--'lr - -~ --: rtl-------'lr--'r ----- • I I I I I ----- FOUNDATION SHOWN JIS STEMWALL/FOOTING CONFIGURATION. THIS CORNEA SHOWS MONOLITHIC SLAB/FOOTING ALTERNATIVE. SEE ffi - NOTE: fOR CONCRETE FOUNDATtoN OETAl.S, see 'TYPICAL WALL ----,.I I I I I I I I SECTION' @ --_, <{) I r·'1'T1------112·11 x , •• A.a ; EMBED 7' INTO CONCHETE @ I I MAX. 72' o .c. SPACING. MlN . 12" FROM CORN:RS I I & WALL ENOS, TVP. I I I I 4• NOMINAL CONCRETE SLAB : . I Wf e x e . Wt.4 x 1.4 ~ 1 11 1:ie· x '8" 1 1 1:1' 11 I -51.:AB EDGE THCKENED TO I f-1"---' a_ • WITH , #4 AEINF . BAR ffi_ I I SEE GARAGE DOOA DETAU. W" I I I I I I _______ _J. I L --------. --=------------------- DOOR ROUGH OPENING ~_:_~'---------------------'-!_.. EMBEDDED HOLOOOWNE AEOUIRED, SEE · .lei~ '3 11 ~ ,#-/-SB 1:z_ ( / / . . FOUNDA110N PLAN SCA' F~ 1/4" • 1'-o:" ALTliANATE· BRACED@ WALL PANEL DETAIL "' IP IC1rE: ~TIOH Ill.AN mm M All! TO fACE OF . WNChE IE Ofll CENTERL.tE Cl-llE.ARlrilO. AS SHOWN. · ·NOTE: fLOOR ftL.AN DI Et&IOtiJS ARE TO FACE Of fRAMlllG Oii a!NTlllLHi Of JIU-. TYP. All &HOWN. BRA CED WALL S AS PER IRC R602.10, AS APPLICAB LE FOR LOCAL CODE S ( SH OWN: - -• --- -• - ---• ) EXTE~OR 6AACED WAL15 (MIN. 41l 'J NAIL SIDING PANELS OR SHEATHINGW/ lld @ G' o.c., EDGES AND @ 12' 0 .C., FI ELD l'.N D e we~ AT HO ~Z . PANE L JOIN TS . PROV IDE ALTERNATE 6RACED WALL PA NELS '5 INDICATED . 2-cAR GARAGE CONCRETE SLAB FLOOA DOUBLI;. 2 X 10 HEADER I . 16' WIDE X 8' HKiH GARl\£C OOOR ALT ERNATE DOOR LOCATIONS r---- \ --.-..._ ~ (SIU! I ER SIZED DOOR MAY BE SUBSTITUTED) k,~ -~ 111 -----1- 1 I "' 0 0 o _ i • = .... _, (' I - ~ I -I ' 11:\ J .._____ .._-----~------------------......_--+..,.._ COllSTRUCTASALTERNATE . r '' 11. 0 1 ,., II 1-Z. , .... 11 ~ o" wdl-l-Y,fr/frt;tf f''I' Zb<?<l J:µ, ,€-,OZ·I~ FLOOR PLAN SCALE: 1/4' = 1'-0' BRACED WALL PANEL, BEE EB NOTE : .NAIL SIDING PANELS OR OPT. SHEATHING WI Id @ 6', EDGES AND @ 12•. FIELD, TYP. SEE EXTERIOR ELEVATIONS FOA WINDOW SIZES AND FUNCTION ·NOTE: WH><JW & DOOA SIZES ARE SHOWN FT.·INCHES X l'"t.--s ~AL. VERIFY W/ MAMJl'ACTURER'S SIZES WN>OlllS MAY BE . OMITTED AS PREFERRED -e 0 -r u • c "' '--0 G> c"' 'O E E.2' .c G> .a s= UJ • ;: Cl) Cl) ;: me ;: -·-·-· C? I C'\I """' Ln 0 z z < ..J Q. z z "' ~~ wfYl ff3«> ~ Cl c c c z en ce z !Z ~ 0 w z~~ !Z s 011.;cu, () .a:: ii I-0 ::I ~ ~ ~() en SHEET 2 ' OF 7 (J tW ~ -' Ill 0--~ ~ :c: <!) It: \!) ii] :c: ~ ~ ~ 0 D ALTERNAT E SLOPE SHALL BE ' 12 I n. / " ~ ALTERNATE SLOPE MAY " flE ·S UB5TITUnD . ' ATTIC SPACE I) _, MANUF ACTURED ATIIC STORAGE TR.U SS . ROOF TRUSSES PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION -~ /CLL. @. 40 f 5 f. q ~0 11 .t ~ f!,C-t..L .. (? ZO 17r/. 111/f!. e-;/«,1<'/t.. SEE ROOF FAA"-~-"° ,,,..-~"\. 3 /4 " PLYWOOD RECOMMENDED FOR A LTERNATE ~ MONOL ITHIC·POUREDEB SLAB /FOOTING SEE f (p 20 #/SQ. FT. FOR ATTIC FLR. Cl _, \T" ~-"~ '~::/' \ OPTIONAL \ FOLD·D OWN ATTIC ACCESS LADDER ' \ ..;ONCRETE SLAB .FLO OR & FOUNDATION, SEE FOUNDATI ON PLAN, SHT . 2 CROSS-SECTION 1)4;'= 1'-0" I I I I I I I .NOTES : \ I I SEE TYPICAL WALL SECTION ® I J / · CR OSS-SEOTIONS ILLUSTRATE GENERAL STRUCTURE OF BUii.DiNG. FOR DE TAILS SE E TYPICAL WAL L SECT ION ANO RESPECTIVE FRAMING PLANS. ,C~1 7 : II 10 /5-18 z;z 71:, I' / / I ' END TRUSS . i I ' I I I i I i ' ' ' ' • ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD • ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION • ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTIO~' iJ I -. I I r 1 1 -,: 1 · 1 1 .. ' 'I O PTIONA L r'OLlfl)'O'WN ATTIC PROVIDE MIN. 22 ' X 30" ATT C ACCESS -~1 DOUBLE TOP PLATE (FOR MONO-POUR SLAB FOOTING, USE SINGLE PLATE OVER HEADER TO ACHIEVE GARAGE DOOR OPENING VERTICAL CLEARANCE ( HEADER GARAGE DOOR OPENING i SEE ALTERNATE AC C ESS LADDER M AY BE INSTALLED BETWEEN T R USSES. BLOCK AS REQUIRED INSTAL L PER MANUFACTURER 'S REQUIREMENTS . GJl:llLJ! . /END y TRUS S ~--r---.. CONFIGURE END TRUSS ~ TO RECE IVE WINDOW. VERIFY " ROUGH OPEN ING REQ UIREMENTS • I\ /tu H? 11-111-'5 n1.t'l-f ~'l uJ te t1ttq111 eer (f-fltJfl-uVK/ BRACED WALL @$ ' PANEL DETAIL £_ _ _::_-\-----'r-\----/? <O COJ;>l>LIGATEi> -PLA4TIC l>IOOE-V~UT FOLD; OVf-1> RIDGi', COUFOl>Mrne TO 4LOPf-Of J;'OOf. FRONT WALL FRAMIN~ rLEVATIO N 1 /4" "' 1'-0" l<teP 'l>UC-Arn1ue I IU . ro 111. IU . fROM RIDG~ ro ALLOW fRf-~ A l I> PA44AGE:. ' I I '>AM~ l"IDG~CAPOf lo1ATE-RIA L A9 ROOflU G UAILE-0 ro <;uEArn1uG rnroueu PLMT IC V~UT. l>OOflUe I ' i I ' I I ! I I ' I TRUSS TOP CHORDS \ 0 RIDGEVENT DETAIL i ~ ~ ~ i i /,\ / --· 6j RIDGEVEN;, CONT.~ 0 . 0 ~ ~ I @> ill I "' .... I w ~ "' f1 " \!! a: ... -~ !::! !< I I ~--.- • t END TRUSS . .f' 2 X 4 SUB -RAKE, TYP. I ---. i I I 1 I ' i i ~ , .. >-' ... I -I ~ " "' <( ... I ,,, --j )( - I i I 1 - --l I ---1 I ---1 r ---. , I ____ -. i I ~ \.ZJ EAVE DETAIL , TYP . L._......./ >--SUPPORT BRACKET P . BELOW, TY l ,... 2 X 6 RAl\EBOARD, TYP. [,¢\ \l!_) SEE GABLE/BRACKET- DETAIL ROOF FRAMING PLAN 1)4" = 1·-0· NOTE : ENGINEERING CATA AND SPECFICATIONS SHAlL llf PROVIDED BY TllU$S MANUfACTVAER AS RECLMRED BY llUILDING OfflCIAl AND SHAlL BE STATE Al'PllOVED. NOTE : ARROW LINE INDICATIONS L LUSTRATE ENTENT Of SPANNING MfMBfRS, NOT DIRECTION OF SPAN PRE-ENGINEERED RF TRUS~ HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION re L-? <! 1" /"~/. f> C L-L-(!. Z,o f' Sf" IH/#• f! .!"fa,-/!"/ <_ "---~ E 0 ~ u • c ' m -en I Q) c"\I ,, E E.2> .s::. Q) .c s:::. tn • 3: C1) Cl) ~ me 3: co .... .... ('· co (/) • z 0 -0 N !ii ..J 0 W..JO ~<Gp cu- M TC C\I ""' LO 0 z z <· ..J 0.. z z (.!) ~~ w \(' ffi~ !;( ~-- 0 0 0 . --CJ z z ci: j ..J fl. ci: l!? (!) z a: z Q IL z -I-..J LU ::E (,) ..L I-ci: w ci:z z 0 a: (J) ~Q IL ' u (J) I-~ ~ u.. (J) z> LU. 00 Ow LU 0 a: a: ..J :i: a: u ILW (/) SHEET 3 -- OF 7 - , : F := = fi"l ~ n =ff° ~""ri--,::;:::--=-r:=·-. -;:..T- -I ' -~ I --" ' -' ! ' I i \I - ---!. 4- ~·~------JI - ' ----1~~ ~---"-EJ -'I ~NOTE: , , : I ' ,.-,, -[ lt-j I -------i .--. f."I'""'-r= I ,-,,---=~I-= R ---1---II I f~ I ~i.r 1 --I " DD ~--f=1~t-, I ------r,-lE 'T" ---• .- •-t:· ---·1 r II ·1 • . .._. . I -- ,L---------------------L1 ------------~--~----------- RIGHT SIDE ·ELE VATION 1/4" = 1'·0' ~·---1--------r --- ___ -·· 1 -·--11-1 l -------t'--~-+--4------I -4 SOlfUDIFfl-11 ------------=---~1 -4--=tr -I !------+---,_ __ --I I II -11 ---·--' ======!::.)!,';;'~';:'~~:';~';:'~~~-=-==~==~+'.::=:::-~*--::::-----I . 1---------+::-::~-:-t --:, -I' ---} 11 l----------------------·------ir---"-----1r-----l-----------------~----t_.:_ __ 11j · -.I; -.:.::.ll _ _]J 1.......1 ... --------r-- 1---t---------------- 1---<-------------------- 1----------·-- !--__, ______________________ _ ..i---------------------lr ._ _____ -------------------___, NOTE: WNX'JW SIZES ARE PROVIDE SOLID 2X BLOCKING STUDS @ HORIZ. BETWEEN I !>--~------------------------------------- PANEL J OINTS OF BRACED 1'1· I _:-11 --11:-_::: r WALLS A PLAN S LOCATED ON FLOOR •' ·-~ ----~----! 1 1 I Jl=-+1--------------_________ _ ---·-----\11--+--=--ii11i--~, ------------------------------- I I t'--------------- - -----'-r +------------------------ PARTIAL WALL FRAMING SHOWN IN DASHED LINES SEE FRONT WALL FRAMING ELEVATION, SHT . 3 DRIP OGE FLASHING -~~ REAR ELEVATION '1/4""' 1'-0' ALTERNATE SIDING : 7 118• TEXTURED O.S.B. PANELS OVER 15# FELT VAPOR BARRIER . SIDING: TEXTURED 8M o .s.e. SIDING BOARDS W I 1• LAP, OVER 111 FELT VAPOR HARRIER, OVER 7/16" O,S,B. SHEATHING (CODE APPROVED SIDING ALTERNATES MAY BE SUBSTITUTED) NOTE: FOR LAPPED SIDlNG use BUTTED 6 /4 TRIMS, TYP. 2 X 6 RAKEBOARO W / 2 X 4 SUBRAKE :. 1 514 X 4 RAKE TRIM / .. -;O;;P;;;T:;:IO'"N"°A"Lc-.P°"E;DulM"'E~N"'T~SIOING : CED AR SHINGLES WITH 15" FELT INTERWEAVE, OVER 7f16 " o .s.e. SHEATHING // •. V~·.C ,1 ~tbrf~-, "'1 u --J--'--'--' ~u G I L . I 1 X 6 FASCIA I L, -- j __ / f _5/4 X 4 PARTING TRIM ------ WOODEN GABLE ffi SUPPORT BRACKETS, -(6) PLACES, SEE BRACKET /GABLE DETAIL I . -;tr:· --------------,----1 o/4 X 4 WRAP TRIM, TYP. , !· ='~l~:l ~1; r;:;:~::;:::;:::;::;::;:::;:;;::;:::;:;::;;::;:;:::;:::;;:;:::;:::;:;:::;::;i F----t BUTT SIDE MEMBER& TO . I ' Ii ' ' ·, TOP AND BOTTOM. ----t'.f-~:..::i :l -, NAIL OVER SIDING \ 11--I 1'----11 5 /4 x 4 & 5 /4 x 3 I --i;--I CORNER BOARDS ---.---1 ! -:J--I: i 1 f -.~-1 1 · . II Ir . I };'! GRADE LINE -I ' I 16' X 8 ' GARAGE DOOR (CRAFTSMAN STYLE SHOWN, BUT ANY STYLE MAY BE SUBSTITUTED) VEAlFY FRAMED OPENING DIMENSIONS I ~~C?R~ ?R~~Rl~(i ~?OR I ' ' )__ ____ -----------------'i- i-----------~'-~ _, ___ ------- NOTE: FOR WINDOW LOCATIONS LINES OF FOUNDATION LEFT SIDE ELEVATION NOMINAL JN FT .JIN . X FT .J IN ., TYP. VERIFY WI SPECIFIC MANJFAc'TlJRER!S NEAREST PRDDUCT DIMENSION SEE FLOOR PLANS 'FOR t DIMENSIONS , NOTE; All EXTERIOR DOORS FRONT ELEVATION ' NOTE: -- NOTES AND MATEAJAl,. INDICATIONS , SH.OWN, TijlS . ELEVATION., ARE TYPICAL FOR ENTIRE BUILDING., AS .APPLlCABL~·-1/4""' 1·-0· SHALL BE WEATHERSTRIPPED IN COMPLIANCE WITH APPLICABLE CODES. FLASH ABOVE DOOR HEAD. 1/4'-.. 1·-0· E 0 ,,-CJ • c a> "--en • Q) c'-,, E E.2> .s= Q) .a s:::. "' • i: Cl) Cl) i: me i: -- IO .... .... C'· IO CJ) 0 z ... 0 N -I ~-' 0 W-' 0 ::i <, co ... ' C? I N ""' ll) ' I ci z z < -' a. z z ~~ ~~ ~"' <~ Cl Cl Cl --- (/) z 0 - CJ) ~ t-w z ..I w w t-IC z 0 0 0 -IC t-w w t- w >< J: w CJ) SHEET 4 - OF 7 I HEAD[:> TRACK---' GARAGE DOOR 1....---HEADER AS SPEC 'D. 1.--HEAD TRIM \wj~~'ff--JAMB SIZED FOR WAl.L THICKNESS STOP, MAY BE FITTED WITH SEAL TRACK • MOUNTS Ill"""--SIDING PANEL TO CASING ------..!Ii TRIM ·- HEAD[:>_ --·-· ---·---·--~--- HEADER AS SPEC'D. SHEATHING/SIDING llAPOR BARRIER FLASHING/DRIP EDGE WRAP TRIM SHIM CASING SHEATHING/SIDING llAPOR BARRIER WRAP TRIM ~~lilt---JAMB ......,,......_~'t'---STOP JAMB[:> CASING, NAIL TO FRAMING JAMB[:> .THICKENED CONCRETE SLAB EDGE --...... --""1r.::::.i""::_-ROU.ERS MOUNTED .• TO GARAGE DOOR ,...-GARAGE DOOR FLOOR SEAL . AS SELECTED CAULK DOOR PANEL WI MORTISED HINGES " THRESHOLD'[:> OPTIONAL DEPRESSED SLAB EDGE FOR RAIN SEAL THR ESHOLD WITH SEAL THRESHOLD [:> CONCRETE FLOOR FOUNDATION AS SPEC'D. \ \ , ... :~ON/PAI/ING L 1/2' EXPANSION ..... __._-'-..._-·JOINT MATERIAL • • NOTE: DOOR AND WINDOW COMPONENTS SHOWN ARE GENERIC AND ACTUAL PRODUCTS MAY VARY SLIGHTLY IN CONFIGURAT ION. ' ' ·1 : (!) z z w Q. 0 :i: (!) ::> 0 a: ...... ', - • .. ©DOOR DETAI L PLAN VIEW ---.CORNER STUDS ----" CORNER FRAMING OPTIONS DO UBLE TOP PLATE \" CRIPPLE STUDS\ ' ' ' ! DOUBLE 2 X 6 HEADER ROUGH OPENING . TRIMMER KING STUD . DOOR OPENING --- BOTTOM PLATE ~ ~ [\ '. TOP OF CONCRETE FOUNDATIO N WALL \. . - 0 ~ "' .... HEAD[:> JAMB[:> SILL(> ~-HEADER AS SPEC'D. 111t..11---SHEATHING/SIDING llAPOR BARRIER J\\1 .. -WINDOW WRAP TRIM FLASHING /DRIP EDGE \llNYL WINDOW UNIT \IAPOR BARRIER WINDOW WRAP TRIM -f.E~£:;~-~~:::: SHEATHING/SIDING CAULK NAILING FIN FOR ATTACHMENT KING STUD TRIMMER STUD 2X4SILL NAILING FIN FOR ATTACHMENT WINDOW WRAP TRIM llAPOR BARRIER SHEATHING/SIDING -.-u=--CRIPPLE STUDS ©VINYL WINDOW -DETAIL . ~ ' I "\, ' .. ' D.OUBLE 2 X 6 HEADER . ""-. ' .. (_ "'" .,"""'" '"""" OPENllll.G .S.lZt;: .W.ITH SELECTED PRODUCT BEFQRE FRAMING ~ . / ' "" I J ~ "'-D OUBLE TOP PLATE RIPPLE STUDS "-c i.--K ING STUD T RIMMER. SI LL c RIPPLE STUDS B OTTOM PLATE ~ ._ .. _ .. _· _. _ . .,.--· __,...:. -"--.-· ·-· -·- 0 DOOR FRAMING DETA IL (!)WINDOW FRAMI NG DETAIL 0 z z c( ..J c.. 5 E 0 u • !.. --- Strudural/General Notes /Specifications .l G!mefl!I The fo llow i1111 no les sboll dor ify ond supplement lhe wor ki1111 drowi1111 • B Code s & Stondord s CURRENT EDITIONS OF THE 2009 INTERNATIONAL RESIDENTIAL CODE !IRC\ l . U'IBYMllD ~ Roof .................... .t"';lbsid 1/0 Lf>5 Floo rs ...................... .4& lbs/sf Sta irs & Exisl ........... 100 lbs/sf Eol1ii Pr"""re .................. 3'11bs/d equ iw. Fluid pressure D. Soil & Faundglion Dora 1. So il bear i1111 data notowoiloble. Assumed soil beari1111 mpo<ity • 150ffi lbs/sl . 2. Extend all footi1111s down to undisturbed soil of !he specified slrenglh wilh a minimum deplh of 1'.,\' below odjocen t grade, or os required by loml building olli<io l, based on IOCDI hst liJle deplh . 3. Center oil footing s on mlumns and wolls unless specifimlly dimensioned oihefwise. 4. Compocted ~II to be well graded ond grooulor wilh not more lhoa S% possiAg a 200 si 811. Ploce in l ·indi loose lifts and mmpo<lto 9S% oaodilieol MSHO density ot optimum moisture. E Call ·ln ·Pla11 Conutte and Reinforcing Steel °? Ct!:IO I. Conuete ol the following 28-doy slreoglh , 5 SO<k cement/<)' (lllilt~QSi);.moL 6 gol wo ter/sodi lot all slr uclurol mnaoto, including louodotians and slobs on grade. MDl imum sized oggregoll W. Moli11u11 dump 4'. Add Mosllr Builders Ponolilh per monufaclurel's """"'meedolioos ID all CDllUlll wept foaling• Conuete for exte ri or walks to be oir enttoined {5% air). 2. Reinforting 11111 ASTM A..115 grade 40/60. Uso grade 40 for temperotoro 11111, sliuups ond dowels. Dttoi l, fablimll ond ploco in OWJrdoacl with tile lallsl editiao of A.LL 'Manual Of Slondard Prottice'. 3. Conullt """on reinlorciog stool (dear dimensions), S.spended slabs .................................. ¥.' Booms & <Dlumns {to «ns) .................... 1 \.I' Non .. xposod vll1icol low ................... .1' Vertirnl fallS uposod to eor1h ar weather..T Bottom of footings ............................. 3 s1obs ... 11rade (&om lop) ................ ,,_l \.I' 4. Lap oil field splillS 24 d~melen with minimum of 12'. Bend outer woll foolng bars 12 indles ar uso ior'* bars DI all iorners and wall interso<li ... 5. PrOYide min. one mntin"°"' #4 bar at top aod bottom of foundation walls w/ #4al 12" o.t whllt woll height Ulled lwo fut . PrOYide Ilia two.,.._ #4 bors in looti1111• Dowel fouodolion wal~to footings w/ lllh 1'..1' long@ 16' o.dmborlded 6' into lool1111. {No slleor lceys requirocl) 6. Reinlorm around wall oad slob openinQs, with sidns ol 12" or greallr , with two #5 bors extending 24" beyoed "'"""oo all loor sides. PrDYido one utto #5 diagonal bor, 4' .&' loog, ot earh mrner. 7. Sloti...n11rade , Roll sub grade and moistoll before pour . Sow wt uadi ronlral joial! with in 24 hours of pour or ins1oll Zip-Stt ip, willi molimum of 12' .&'for 4• non 4einloned dabs and 40' .&'for reinloued dabs. (min. reiolorciog ' w616 -wl.h 1.4, wppanocl) 8. Viblall all conuete. Segregation of materials ID be preYIDted. TISI cylinders not required. 9. Plom no fill ogoiasl louodotion or bosoment walls uatil floors ore in place or walk haYI been odequollly 5"ored ID rlsill lotoral oortll """""• F. llo 50 nry los oaolimb le ) 1. Hollow mosonry unil!' F'M = 1350 (half & half tm .u.) Mortar types , 1 J<, Ii Umo puny, 4sond Grout ' 20llO psi pea gravel mnueto (7 sod<) 2. Re inloro1111 sllll , ASTMA..115 , grade40 . 3. Plom grout in lilts no greollf !hon 4' .&' height. 4. Woll roi nfo<ciog , 6' walls , #4 vlf1ical @ 41' o.t w/ #9 wire hariL Joint re in I. @ 8' o.t a• walls, #5 YOJ1ia>l @ 48' o.t w/ 3/16' dio. wire horll.Joint roinl.@ 8' o.t Install two bars ia mrners, wall inltlSIClion s, wall endings oat! Ol...0 opeailgs. t.a, oll llln 2G ildols aid joillt reialolli1g, 12 iadlOI. Uso -bars 1"'"* bars in bond beams and al iatorso<ling wall• . s. Andio r Mid<,_ .. wood framed wall os delDiledw ilil 22 go. I 7/8' 1 r gol10nized cam1gotodwoll lils @l6' a.tea. Way wilil.., Sialpsoo a20aJlllil. G. Timber and Wood framina I. Substitution of wood specins iden~nocl hlfein may be os opprovod by local Building Olli<iol oad mater~I slrength oad mpo<ilils shall equal or uceocl aotol tile specins identified lleroin. 2. All lumber to be groded per book 14 of tile West Coosl I.limber lnspe<lio• Bureou ' HF/OF no. 2 lor joisl<, rolters, light fromi1111, plotos aid blociog OF na. 1 lor polls and beams HF/OF 'stud' for slud woU framing 3. Comply with tbe latesl edilion of Ille NEPA 'Notioaol Design Spo<iliCDtiol' os modified by Ille IBC for all structurol timber requ irements. 4. Joists ond rafters shall hove 2" oomiaol thid< solid blod<iog of supports. 5. Spi ke lominotod members toQether w/ lOd noils@ 12" a.t , stoggered . S!liice lominolions at suppor15 only . 6. Provi de rut washers for all boll! bearing on wood .\7 . All noi k shall ha iornmon wire noi ls. 8. Glue-laminated timbers, Douglas Fir, .ll.T.C. grading, mmbioolion 24F-V3for1impl1511W' 24f·V8 lor canlilMrod spans. Dry mndilions al uso. Mlailldul al oppearance gr ode where upased to view . Foblimtion plont .ll.T.t inspededJ Wrop iadividuol members. . . . • 9. Plywood , Kool sheothing to be \.I' (-0 int..,pa plywood with 11111ior glue , P.I . 24/0 (uso S-piy for ponelized roofs) Noiliag 14 @ 6 o.t atpanah .. saod Id @ 12" o.t at intermodialll wpports. S.b-llooring to be W c.o .. pa plywood widi utorior gluo, P.I. 32114. Uso T&G if oo uaderloymnt. Glue and 11aih1 • Id @ 6' a.tat panel odgt5 and @ 10' al inl8rmediolesupparls. . . . 10. Pr•lobiimted trussed members ID be designed by opplimblo. stoto licensod. engin11r in acmrdonce with requor_.ts shown ••the draw11111" Conttador iii~ ve ri fy as-framed dimensions ond madilions prior to truss fabiimlion and CDOrdiaoto os requored. All eog.-.ao dolo shoi be mode ovailohle for ,....1111 ~ Building Olliliol as required. H S!Judural Steel 1. All steel, wept tubing , ASTM A·36. Pipe ' ASTMA·S3 , Type E.ar S, gr ode B. Tubulor ~n ' ASTM ASllO , grade 8. All ~Its , ASTMA.J'!l .. 2. All fobrialtion , erection and detoilino shall be in awudoace w1di tile lotost editu>n of the Manual Of Steel Construclion of the Aonerimft lnslltull OSioe Conslruction . . 3. All woldi1111 by WABO rartilied welders in OWJrdonra with the 'Welding Hondbooi<" by tile Amorimn Welding Society. 4. Al l welds 3116' min . mntinuous ~lief welds using ASWAS, E70XX olectrodns. S. Prov ide washers on all bolted conneclio.. . . . . lllf 6. Al l stool not em~d i•mnaell or masonry shall reraive ana shap CDOI of on approved pnmer point. Appl y two CDOIS. of heovy osphalti< paint too uposod to ea11ii. 7. fu rnish complete shop drowinll' prior to lobr imtion . I Mjiiellaneoul 1 Conkoctor sholl ,..ify oll lill ronditiooun4 dimensions in field. 2: Provide 1amporory blociag as required Ullil all permanent canneclio•• and stiffen ing hoYI been i""lled.. 3. Verify size cad fomlioDS ofall apenings in floor , roof ond wolls and 11101dinote w11h •!ectnml and modiaaiml work. . ~ •i 4. Pr•fobiimted Hims shall be bondled and lnslollocl in 01181daDll with manuloclure rs r~..-dolio .. Pr•faltrimtod ll55lllblios shal l be caor ony .,.buUt mndilions by tho caatto<IOr regordi1111 dir111nsions, deorOOCI ond opplkoble bu11di1111 wde requorerneats. . ID ,d 5 All HVAV equipment sboll ha de11111ined by owner and/or mattoctor specili< ID this project aid ioraply w1lll aU appliCDlllo :-~::.~:.i distributioo loyout shall be provided by 1111rhonicol subconttot10r. S.bmittols sloall be mordinated br the mntt•= .:: o~r relewlt:.. oad liJr... 6. It is the intont of tftlSI drowiogs ond spe<ilimtions to mmply with the requore~ts. of~ Bu::... belot• begiooing 1111 ..,L his th Any discreponries, amissionS or errars shaU be brought to the attonoon o.1 the designer for ar 1osponsibility of tbe D'f'l'al mntto<IOr to sooli clorilicotio• ar ""'-11 needed. Y -o" ROOFtHG Ai; SP£C'D: SHEATHING M; SPEC'D. DRIP EDGE FLASHING -1111~---. 2 X 4 SUllRAKE ' NOTCH TO SET ON BRACKEl' /' \ 2 X 6 RAKEBOARD END TRUSS TRUSS SIMP SON H -1 DOUBLE 2X4 TOP PLAT E WALL FRAMING RO OFING AS SPECI FIED .15# FE LT 15/3 2 '<(DX PLYWOOD SHEATHING I i DRIP EDGE FL 'ISHING OPT IO NAL GUT TER . .1 ~·--1 X 6 FASCIA VEN TED 2 X BLOC KING WI (3) SCR EENED 2' 0 H OL E S ·Q)TRUSS EAVE DETAIL 3/4" -1' O" BRACKET MEMBERS FROM 4 X 4 STOCK -. ...: 2 x 4 @ 16" o.c. TRUSS -..........._ H1 ""oq-.........._ 3/8"0 LAG SCREWS WI 2 X 4 PRESSURE"TREA~T_E_D ____ _ FLAT WASHERS, BOTTOM PLATE W I 1 /2" Ill X • COUNTER80RE , 10" ANCHOR BOLTS W/ 7" EM- f-- 1 fll.1. fWSH. TYP. BEDMENT @ 72" O.C. SPACING WI 2" SQ. X 3/16" THK. STL. PL. WASHERS LINE OF SIDING AS SPECIFIED ·ti CONCRE TE SLAB FL O OR {t)GABLE/ BRACKETDETAIL .. -- • 'STUD' WALL FRAMING SHE ATHING /SID IN G /VAPOR BARRIE R AS SP EC 'D. r C ON CRETE FOUNDATl.O N WALL W /#4 TOP AND BOTTOM (#4 @ 12" O.C . IPi'BN . . .-WAL lz > 24'-l iE IGl i-T ) FIN . GRADE ; . z ~ (VERIF Y /SATISF\ .006' POLYET HYLENE ii VAPOR BARRIER __ _, --'--i----1-~ LOCAL DEP T H ~ REQU IRE ENT ) CONT.2'X4 WALL TOP .PLATE l ---- 2 ' -10 1/2" G RAV EL BASE AS REQ'D. CONCRETE FOOTING W / (2) #4 , C ONT AND #4 DOW ELS @ 16' O .C . V ERT .----' • 1'-4 " '?;h I) • co OPTIO N AL FOOTING DR AI N BE A RING SOIL 8d NAILS @ 6' O.C. INTO All STUDS ' ANO HEAOER ___ Q}TYPICAL WALL SECTION 3/4" -1 ' O" 2 X 4 PRESSURE-TREATED --~---,rll t--.r-- BOTTOM PLATE W / 1/2" Ill X "-...__ HEADER AS SPEC 'D. NAll SHEATHING (f'O HEADER@ 6' O.C. .EA· WAY S INGLE STUD 10" ANCHOR BOLTS W/ 7" EM- BEDMENT@ 72" O.C. SPACING W / 2" SQ . X 3/ 16" THK. STL PL. WASHERS. _..,.__ __ WALL FRAM ING U..f---S IDIN G APA RATED SHEATHING 3/8' MIN. 24/0 EXP . 1 U. .... -(3)"'2X4° STUDS,>NAll MO NO LITHIC·POUR ED SHEAHllNG TO EACH 4' CON C RETE S L~A:B_-_-_:J~ ___ _::b:'I~ '(yplcal STHD corner tn otallatlon on:i-2x81ud• Y:::::=--~+----r-tt-SINGLE KING STUD ~~::!1--'-:-+!-----~~rr-DOUBLE TRIMMER STUDS r _.....,-SIMPSON STHO 10 OR EQUAL EMBED INTO CONCRETE FULLY NAil TO WALL · 4 · 1/2', TYP. 10' EMBE DME NT, TYP. '• ·-• a· 1/2" DIA. ANCHOR BOLTS WI 7' MIN. EMBEDMENt W/ 2 " SQ. X 3 /16' THK . STL PL WASHERS . GRADE LINE . . ill . I ,..._ CONCRETE FOUNoATION . AS SPEC'O. 4 • GR AVEL BASE AS REQ'D. .0 06" POLYE T HYLENE VA POR BARRIER ---' 4" MIN . FIL LET TRANSITION (3) #4 REB A R, CONT .---.-J NOTE : 12' VE RIFY LOC A L FOOT ING DIMENS IO N REQUIREMENTS BEA RING SOIL (j)THICKENED EDGE FOOTING NOT E : CORNER REINFORCING BARS AS PER GENERAL NOTE "F . 4 • CONCRETE SLAB FLOOR -2lf4PRESSURE-: TREATED BO T TOM PLATE W / 1 /2" Ill X 1 O" ANC HOR BOLTS W I 7' EM- BEDMENT @ 72" 0.C. SPACING W/ 2" SO . X 3/16" T HK. STL PL WASHERS ~ :: >-- TOP COURSE BOND I.I) -... ;i: z © ALTERNATE BRACEDJ ~~~Pi~~t 10 . 3/4" 1 '-0" - · -~,.._----41DllJG PAUrL ~.----cour 11.1 uou.; UOIZ li!OIJTAL i! Mt':'TA L F!.At;U l lJG W/ ~·I I.I . (M IU.) OVIOl?LAP4 'i JOllJT'l . L--l---IOI DllJG PAIJEoL LJ...----41.if'ATUllJG (ot? l;TUD WALL FOi? IOllJGLE'-WALL COIJ4T~UCTIOIJ) COIJTllJUOU'1> M014TUl>E' e.Al>l>l f'I? 2 MrT,0.L FLA41JllJG l<IOl4TUl>r &Al>l>IHl 4 1DllJG PAIJELt; COIJTllJUOU'l t40MIOT@IC UIJDE!> Uol>llOIJTAL ?E'CTIOJ.I 4 1PllJG ~OJ~T @ FLASHING DETAIL FOR PANEL SIDING BEAM WI 1-CONT. #5 . 6" C .M.U. FOUNDATION WALL W I FILLED CELLS CONT. CONCRET E FOOTING WI 2-#5 BEARING SOIL 1 ' II\ w ~ ::E II Q. w ::E a: J: 05 b fu "0 .w ... a: 0 ·' ..J -<( . " (!) ;!; 0 . ... !..J co LL #5 VERTICAL @ 48" O.C. 6' HOOK (j)C.M.U. FOUNDATION WALL ' I~ '-I c~ E.2> s::. "' Cl) Cl) me --~-----.·--·---· 0 z z c( _J 0... (f) 1-z UJ 1-z 0 (.) 1- UJ UJ ::r: (f) SHEET 6 E 0 (.) • c:: C) ·-0 Q) "C E .c: Q) .Q • :: :: :: OF 7