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HomeMy WebLinkAboutS400.0INSULATIONBAFFLE STOPTHREE BAY GARAGE W10x30#STL. BEAM W10x26#STL. BEAM16 JST @ 16" O.C.1 FRAMING SECTIONMASTER BATHROOMMASTER WALK-INCLOSETDEN614"TOP OF GARAGEFOUNDATON6 MIL POLYETHYLENEVAPOR BARRIER GRAVEL FILL4" CONC. SLAB3500 PSI34" T&G OSBSUB. FL.12PITCH69'-912"1'-43 4"12'-11 8"4" CONC. SLAB3500 PSI6 MIL POLYETHYLENEVAPOR BARRIERGRAVEL FILL9'-678" 10'-118"FULL THK FRICTIONFIT FIBERGL INSUL.BATTS R-152x4 STUDS16" O.C. w/12" DRYWALLWATERPROOFING ASSPECIFIED BY GENERALCONTRACTORZIP WALL w/TAPPED JOINTS4" DIA. PERFPIPE w/SOCK1'-012"634" HEEL HEIGHT AIR SPACE5" STONE VENEER10" CONC. WALL w/ VERT.#6 REBARS 36" o.c. & (4)#4 HORZ. REBARS CONT.(LAP 24" AS NECESSARY)#3 DOWELS x 18 LONG@ 36" o.c.BLOWNINSUL. R-501'-012"3'-1" HEEL HEIGHT 9'-0"2'-0"DRAFTSTOPDRAFTSTOP11'-0"UNFINISHED- STORAGE- ZONED HVACFUTURE BEDROOMFUTUREBATHROOMGEAR AREA2'-614"ASPHALT SHINGLES716 " DECKING15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISKAREAS USE ICE & WATER SHIELD MEMBRANESIMPSON SEISMIC &HURRICANE TIES OR EQUAL7/16" O.S.B. SHEATHINGINSUL.BATTS10'-0" POURED CONCRETE WALL HEIGHT BOT. OFLOOKOUT11'-71 4" 12'-112"BOT. OFLOOKOUT18"x8" CONCRETEFOOTING @ 2500 PSI1'-0"TOP OFFOUNDATIONDesigned For: Patel Residence H. G. McCULLOUGH DESIGNERS, INC - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comDate: 08-31-18 Plan number #17010 4 CONSTRUCTION DRAWINGS BY: GARY NANCE DESIGN Architectural Concepts By Make yourself at home 4631 Lisborn Drive Carmel, IN 46033 317.663.4793 P gnance@garynancedesign.com garynancedesign.com These design concepts are the property of Gary Nance Design and may not be used without approval from Gary Nance Design 4" CONC. SLAB3500 PSI716 " DECKINGTRUSSES 24" O.C.T.C. L.L. 30PSFT.C. D.L. 10PSFB.C. D.L. 10PSFB.C. L.L. 0PSFTOTAL 50PSF10'-118"THREE BAY GARAGETOP OF MAIN LEVELSUB FLOOR2" RIGIDINSULATION7/16" O.S.B. SHEATHINGZIP WALL W/ TAPPEDJOINTSFULL THK FRICTIONFIT FIBERGL INSUL.BATTS R-152x4 STUDS16" O.C. w/12" DRYWALLBLOWNINSUL. R-50HEELHEIGHT6 MIL POLYETHYLENEVAPOR BARRIERGRAVEL FILL12" EDGE2 FRAMING SECTION2 PLY"x1178"LVL HDR.1'-012"12'-712"12'-712"1'-012"3'-034"6'-334"12PITCH6ASPHALT SHINGLES15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISKAREAS USE ICE & WATER SHIELD MEMBRANEEAVEDETAIL2-A82'-0"SIMPSON SEISMIC &HURRICANE TIES OR EQUALTOP OFTRUSS18"x8" CONCRETEFOOTING @ 2500 PSITOP OFFOUNDATION6 MIL POLYETHYLENEVAPOR BARRIER4" CONC. SLAB3500 PSIZIP WALL w/TAPPED JOINTS7/16" O.S.B.SHEATHINGAIR SPACE STONE VENEER10" CONC. WALL w/ VERT.#6 REBARS 36" o.c. & (4)#4 HORZ. REBARS CONT.(LAP 24" AS NECESSARY)TOP OFTRUSS16 JST @ 16" O.C.34" T&G OSBSUB. FL.16 JST @ 16" O.C.34" T&G OSBSUB. FL.FULL THK FRICTIONFIT FIBERGL INSUL.BATTS R-192x6 STUDS16" O.C. w/12" DRYWALLDRAFTSTOP9'-91 2"1'-434"12'-118"1'-434"4" DIA. PERFPIPE w/SOCKWATERPROOFING ASSPECIFIED BY GENERALCONTRACTOR#3 DOWELS x 18 LONG@ 36" o.c.ENTRYLIVING AREALANDING3 FRAMING SECTION2x12 JST @ 16" O.C. W14x48#STL. BEAM9'-11 8"TRUSSES 24" O.C.T.C. L.L. 30PSFT.C. D.L. 10PSFB.C. D.L. 10PSFB.C. L.L. 0PSFTOTAL 50PSF1'-012"16'-1012"8"8'-51 4"2 PLY"x18"FLUSH LVL HDR.W/JST. HANGERS9'-1016"32"21'-758" 112" 212"SLOPE STEPRUBBERFLASHING HEEL HEIGHT W14x48# FLUSH STL. BEAMw/ JST. HANGERS W12x22# FLUSH STL. BEAMw/ JST. HANGERS1'-516"3'-212"5'-415 16"4'-5"6'-0"2'-0"16'-412"DRAFTSTOP GRAVEL FILLENTERTAINMENTAREAINSUL.BATTS2x6 CLG. JST @ 16" O.C.2x6 RAFTERS @ 16" O.C.12PITCH612PITCH6SEATCUTBLOWNINSUL. R-503 PLY"x1178"LVL HDR.2'-0"9'-81 8"2'-91 8"7'-03 8"1'-138"6'-616"10'-0" POURED CONCRETE WALL HEIGHT 1'-0" 7'-0" 11"8'-21 4" HEEL HEIGHT 23'-113 8"BOT. OFLOOKOUT22'-238"BOT. OFLOOKOUT10'-1118"6'-01316"15'-4116"4516"2'-0"3:12 PITCHSADDLEMETALEDGINGSIMPSON SEISMIC & HURRICANETIES OR EQUALCONTINIOUS SOFFITVENT34"x714" FREIZE BD.34"x714"FASCIA BD. EAVE DETAILSCALE: 1"=1'-0"2-A1'-012"3'-1"HEELHEIGHT 2x4"sSTEP112" 12'-111 16"RUBBERFLASHING10" CONC. WALL w/ VERT.#6 REBARS 36" o.c. & (4)#4 HORZ. REBARS CONT.(LAP 24" AS NECESSARY)#3 DOWELS x 18 LONG@ 36" o.c.158"2x6 RAFTERS @ 16"O.C.538"2'-412"SEATCUT12PITCH23"2'-014"7 FRAMING SECTIONFAMILY AREABEDROOM #44'-0"5'-0"9 FRAMING SECTION8x4x12 "STL. ANGLE#5 BARS 10" O.C.SHORT WAYS1" CLEAR FROMBOTTOM#4 BARS 12" O.C.LONG WAYSRUBBER ROOFMEMBRANE8"STAMPED CONC.SLABTAPPERED 18 LVL JST. 16" O.C.11'-61516"CONCRETE STEPSAS PERCONTRACTOR,VERIFYAT SITEW/FINAL GRADERUBBER ROOF34" MARINE PLYWD9'-138"312"2'-734"SEATCUT2 PLY"x1178" FLUSHLVL HDR.W/ JST.HANGERDRAFTSTOP2'-0"8SCALE: 1/4"=1'-0"FRAMING SECTIONSSHEET NUMBER