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HomeMy WebLinkAboutS5 - FOUNDATION SECTIONS.pdf4" TYPSEE PLAN4" CONC SLAB ON GRAVELLAYER, SEE PLANMAT SLAB, SEEPLAN8 1/4"3 3/4"1' - 0"TOP MOUNT HANGER,SEE PLAN1 1/2" GYPCRETE ON 3/4"PLYWOOD SUBFLOOR ON16" I-JOIST, SEE PLAN2x8 EXTERIOR WOODSTUD WALL, SEE PLANCONC FOUNDATIONWALL REINFORCED w/#5 @ 10" EACH WAY,EACH FACE, SEEPLANGRIDPT 2x4 PLATE w/ 0.145"ØDRIVE PINS @ 8"1 1/2" CLR1" CLRMUD SLAB, SEE PLANSEE PLAN8" MINPT 2x8 SILL PLATE w/5/8"Øx10" ANCHOR BOLTS@ 48" TYPICAL. SEESHEAR WALL SCHEDULEFOR SPECIAL ANCHORBOLT REQUIREMENTS#5 DOWELS TIED TOBOTTOM MAT w/ 10"HOOK TO MATCH VERTREINF, EACH FACE2' - 6" MINWATERSTOP, SEEGENERAL NOTES2" CLR3 1/2" CLRSEE PLANSEE PLANSEE PLANWATER PROOFBARRIER BETWEENJOIST ENDS ANDCONCRETE WALL BYCONTRACTOR1/2" JOINT MATERIALEAST / WEST TOP BAR4" CONCRETE SLAB ONGRAVEL LAYER, SEEPLANSTEP IN 4" SLABSTEP IN MAT SLABMIN6"1' - 0" MIN2121SEE PLANSEE PLANSEE PLANSEE PLAN1 1/2" CLR2' - 6" TYPICAL10" HOOKMUD SLAB, SEE PLANMAT SLAB, SEEPLAN#5 x TOMATCH TOP HORIZREINF#5 x TOMATCH BOT HORIZREINFADDITIONAL #5 @ 10"STEEL COL, SEE PLANBASE PL 3/4x10x0'-10 ON 1"NON-SHRINK GROUT w/ (4)3/4"Øx8" WEDGE ANCHORS w/LEVELING NUTS @ 7" GAGESQUARE1' - 4"3/16SEE PLAN4" CONC SLAB ON GRAVELLAYER, SEE PLANMAT SLAB, SEEPLANMUD SLAB, SEE PLANSEE PLANSEE PLAN#4 DOWEL w/ 8" HOOKAT EACH CORNER (4TOTAL)#4 CLOSED TIE AT TOPSEE PLAN4" CONC SLAB ON GRAVELLAYER, SEE PLANMAT SLAB, SEEPLANMUD SLAB, SEE PLANSEE PLANSEE PLAN#4 DOWEL w/ 8" HOOK@ 18"1' - 0"WOOD STUD BEARING WALL,SEE PLANPT 2x SILL PLATE w/ 0.145"ØDRIVE PINS @ 8",STAGGERED#5 HORIZSEE PLAN8"4"1' - 0"GRIDSEE PLANSEE PLANSEE PLANSEE PLANSEE PLAN4"8"(2) PT 2x BUCK STUD ALLAROUND OPENINGADDITIONAL REINFAROUND OPENING, SEETYPICAL DETAIL#5 HORIZ @ 10" CENTEREDIN WALL#5 VERT @ 10"4" CONC SLAB ON GRAVELLAYER, SEE PLANMAT SLAB, SEEPLANMUD SLAB, SEE PLAN1/2" JOINT MATERIALCONCRETE WALL REINF,SEE 1/S5#5 DOWEL TO MATCH VERT,SEE 1/S5TOP MOUNT HANGER,SEE PLAN1 1/2" GYPCRETE ON 3/4"PLYWOOD SUBFLOOR ON16" I-JOIST, SEE PLAN2x8 EXTERIOR WOODSTUD WALL, SEE PLANPT PLATE, SEE 1/S5WATERSTOP, SEEGENERAL NOTESSTONE & SETTINGBED, SEE ARCHSEE PLAN4" CONC SLAB ON GRAVELLAYER, SEE PLANMAT SLAB, SEEPLANMUD SLAB, SEE PLANSEE PLANSEE PLANSEE PLANSTEP IN 4" SLAB6"STONE & SETTINGBED, SEE ARCHSEE PLAN4" CONC SLAB ON GRAVELLAYER, SEE PLANMAT SLAB, SEEPLANMUD SLAB, SEE PLANSEE PLANSEE PLAN#4 DOWEL w/ 8" HOOK@ 18"1' - 0"#5 HORIZSEE PLANWOOD STUD BEARINGWALL, SEE PLAN6"8"4"TOP MOUNT HANGER,SEE PLANGRIDPT 2x4 PLATE w/ 0.145"ØDRIVE PINS @ 8"SEE PLANSEE PLAN8" MIN1 1/2" GYPCRETE ON 3/4"PLYWOOD SUBFLOOR 2xOVER-FRAMING3/4" PLYWOOD SUBFLOORON 16" I-JOISTS, SEE PLAN2x8 EXTERIOR WOODSTUD WALL, SEE PLANSEE PLANSEE PLAN1' - 6"6" STONE VENEER,SEE ARCHSEE PLAN4" TYPSEE PLAN4" CONC SLAB ON GRAVELLAYER, SEE PLANMAT SLAB, SEEPLANMUD SLAB, SEE PLANSEE PLAN#5 DOWELS TIED TOBOTTOM MAT w/ 10"HOOK TO MATCH VERTREINF, EACH FACE2' - 6" MINWATERSTOP, SEEGENERAL NOTES2" CLR3 1/2" CLR1/2" JOINT MATERIALEAST / WEST TOP BAR#5 x 48" VERT @ 18"WALL REINF, SEE 1/S5STONE & SETTINGBED, SEE ARCHSEE ARCH#4 VERT @ 16"#4 HORIZ @ 12"#4 DOWEL w/ 8" HOOK@ 16"SEE PLANSEE PLAN24" MINFOOTING, SEE PLAN7"4"6" STONE VENEER,SEE ARCHL6x6x3/8 VENEER ANGLE w/3/4"Ø STAINLESS STEELWEDGE ANCHORS w/ 5" MINEMBED @ 24". COOROSIONPROTECTION BYCONTRACTORSCUPPERS RE ARCHGRID1 1/2" GYPCRETE ON 3/4"PLYWOOD SUBFLOOR ON16" I-JOISTS, SEE PLANSEE PLANSEE PLANWALL REINF, SEE 1/S5T/O FINISHED FLOORPT 2x8 LEDGER w/ 0.145"ØDRIVE PINS @ 8",STAGGEREDL6x4x3/8 (LLV) SILL ANGLE w/1/2"Ø STAINLESS STEELWEDGE ANCHORS w/ 4"EMBED @ 24" AT TRIPLEPANEL SLIDING DOOR.COOROSION PROTECTION BYCONTRACTOR4"VARIESWEILAND SLIDINGDOOR AND SILLATTACHMENT, SEEARCH & MFRISSUE RECORD1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-6342182 West Meadow DriveVail, CO 81657S5FOUNDATIONSECTIONSPIETRINI RESIDENCE1704009/05/14PERMIT06"1'2'3'3/4" 3/4" = 1'-0"S5SECTION106"1'2'3'3/4" 3/4" = 1'-0"S5SECTION406"1'2'3'3/4" 3/4" = 1'-0"S5SECTION706"1'2'3'3/4" 3/4" = 1'-0"S5SECTION806"1'2'3'3/4" 3/4" = 1'-0"S5SECTION206"1'2'3'3/4" 3/4" = 1'-0"S5SECTION906"1'2'3'3/4" 3/4" = 1'-0"S5SECTION1006"1'2'3'3/4" 3/4" = 1'-0"S5SECTION306"1'2'3'3/4" 3/4" = 1'-0"S5SECTION606"1'2'3'3/4" 3/4" = 1'-0"S5SECTION509/05/14