Loading...
HomeMy WebLinkAboutS5 - FOUNDATION SECTIONS.pdfSEE PLAN8"4"1' - 0"1 1/2" NORMAL WEIGHT CONCRETETOPPING ON 1 1/8"" PLYWOODSUBFLOOR ON 18" FLOOR TRUSS,SEE PLAN2x8 EXTERIOR WOODSTUD WALL, SEE PLANCONC FOUNDATIONWALL REINFORCED w/#5 VERT @ 16" AND #5HORIZ @ 10" EACHFACE, SEE PLANGRIDPT 2x4 PLATE w/ 0.145"ØDRIVE PINS @ 8"1 1/2" CLR1" CLRSEE 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" MINSEE PLANSEE PLANWATER PROOFBARRIER BETWEENTRUSS ENDS ANDCONCRETE WALL BYCONTRACTORSEE PLAN1' - 0"4"1' - 4"(2) 2x4 BLOCKING PLATESSEE PLAN8"4"1' - 0"GRIDSEE PLANSEE PLANSEE PLANSEE PLAN8"PT 2x BUCK STUD ALL FOURSIDES OF OPENINGADDITIONAL REINF AROUNDOPENING, SEE TYPICAL DETAIL#5 HORIZ @ 10" CENTEREDIN WALL#5 VERT @ 10"4" CONC SLAB ON GRADE,SEE PLAN1/2" JOINT MATERIALCONCRETE WALL REINF,SEE 1/S5#5 DOWEL TO MATCH VERT,SEE 1/S52x8 EXTERIOR WOODSTUD WALL, SEE PLANPT PLATE, SEE1/S51 1/2" NORMAL WEIGHTCONCRETE TOPPING ON 1 1/8""PLYWOOD SUBFLOOR ON 18"FLOOR TRUSS, SEE PLANSEE PLANFLOOR TRUSS PARALLEL TOFOUNDATION WALL AT SIMSTONE & SETTINGBED, SEE ARCHSEE ARCH#5 VERT @ 12"#5 HORIZ @ 8"#4 DOWEL w/ 8" HOOK@ 16"SEE PLANSEE PLAN30" MINFOOTING, SEE PLAN7"SCUPPERS RE ARCHBOARD FORMCOLD JOINT,SEE PLANMIN24".8"4"GRIDPT 2x4 PLATE w/ 0.145"ØDRIVE PINS @ 8"12" FOUNDATIONWALL, SEE 1/S5SEE PLAN8" MIN1' - 0"2x8 EXTERIOR WOODSTUD WALL, SEE PLANSEE PLAN2x4 SLEEPERS @ 16"1 1/2" NORMAL WEIGHT CONCRETEON 3/4" SHEATHING ON 2x4SLEEPERS ON 1 1/8" SHEATHING ON18" FLOOR TRUSS, SEE PLAN2x8 EXTERIOR WOODSTUD WALL, SEE PLANCONC FOUNDATIONWALL, SEE 1/S5GRID8" MINSEE PLANSEE PLAN1' - 0"6 1/4"5 3/4"1 1/2"4" CONCRETE SLAB ONGRADE, SEE PLAN8" CONCRETEWALL#4 DOWEL w/ 8"HOOK @ 18",CENTERED IN WALL(2) #5 HORIZ AT TOPFOOTING,SEE PLANSEE PLANSEE PLANGRID#4 HORIZ @ 24"SEE PLANSTUD WALL, SEE PLAN4" CONCRETE SLAB ONGRADE, SEE PLANPT 2x8 SILL PLATE w/1/2"Øx10" ANCHORBOLT @ 48"8" CONCRETEWALL#4 DOWEL w/ 8"HOOK @ 18",CENTERED IN WALL(2) #5 HORIZ AT TOPFOOTING,SEE PLANSEE PLANSEE PLANGRID#4 HORIZ @ 24"MIN8"8"4"GRIDPT 2x4 PLATE w/ 0.145"ØDRIVE PINS @ 8"12" FOUNDATIONWALL, SEE 1/S51' - 0"2x8 EXTERIOR WOODSTUD WALL, SEE PLANSEE PLAN2x4 SLEEPERS @ 16"(NO SLEEPERS AT SIM)1 3/4" NORMAL WEIGHT CONCRETETOPPING ON 3/4" SHEATHING ON 2x4SLEEPERS ON 1 1/8" SHEATHING ON18" FLOOR TRUSS, SEE PLAN.(STONE FLOORING AT SIM)PT 2x6 SILL PLATE w/5/8"Øx10" ANCHOR BOLTS@ 48" TYPICAL. SEESHEAR WALL SCHEDULEFOR SPECIAL ANCHORBOLT REQUIREMENTSSEE PLANCONCRETE SLAB ONGRADE, SEE PLAN8" CONCRETEWALL#4 DOWEL w/ 8"HOOK @ 18",CENTERED IN WALL(2) #5 HORIZ AT TOPFOOTING,SEE PLANSEE PLAN#4 HORIZ @ 24"MIN8"PATIO, SEEARCHSEE PLAN8"4"GRIDPT 2x4 PLATE w/ 0.145"ØDRIVE PINS @ 8"12" FOUNDATIONWALL, SEE 1/S5SEE PLAN8" MIN1' - 0"2x8 EXTERIOR WOODSTUD WALL, SEE PLANSEE PLAN4" STONE AND SETTINGBED ON 1 1/8" SHEATHINGON 18" FLOOR TRUSS, SEEPLANFLOOR TRUSSPARALLEL AT SIM8"4"GRIDPT 2x4 PLATE w/ 0.145"ØDRIVE PINS @ 8"12" FOUNDATIONWALL, SEE 1/S5SEE PLAN8" MIN1' - 0"2x8 EXTERIOR WOODSTUD WALL, SEE PLANSEE PLAN1 1/2" NORMAL WEIGHT CONCRETETOPPING ON 1 1/8" SHEATHING ON18" FLOOR TRUSS, SEE PLANISSUE RECORD1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-6342182 West Meadow DriveVail, CO 81657S5FOUNDATIONSECTIONSMERIBEL CORPORATION1704001/13/15CONSTRUCTION06"1'2'3'3/4" 3/4" = 1'-0"S5SECTION106"1'2'3'3/4" 3/4" = 1'-0"S5SECTION206"1'2'3'3/4" 3/4" = 1'-0"S5SECTION8SEE MECHANICAL FOR RADON BARRIER AND PIPING LAYOUT06"1'2'3'3/4" 3/4" = 1'-0"S5SECTION706"1'2'3'3/4" 3/4" = 1'-0"S5SECTION1106"1'2'3'3/4" 3/4" = 1'-0"S5SECTION406"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"S5SECTION506"1'2'3'3/4" 3/4" = 1'-0"S5SECTION906"1'2'3'3/4" 3/4" = 1'-0"S5SECTION10BEAM POCKET SCHEDULENAMEB/O POCKETELEVATIONHEIGHTWIDTHBP18143'-9 3/4"1'-0 5/8"1'-5"4"BP210"4"BP38143'-0"1'-4"4"BP410"4"DEPTH8143'-9 3/4"1'-0 5/8"8143'-0"1'-0 5/8"1'-10 3/8"FOOTING SCHEDULEMARK WIDTH LENGTH THICKNESS REINFORCINGF2.5 2' - 6"(3) #5 EACH WAY, TOPAND BOTTOMF3.0x4.0 3' - 0"#5 @ 10" EACH WAY, TOPAND BOTTOMF3.5 3' - 6"(4) #5 EACH WAY, TOPAND BOTTOMF4.0 4' - 0"(5) #5 EACH WAY, TOPAND BOTTOMF5.0 5' - 0"(6) #5 EACH WAY, TOPAND BOTTOMF16 1' - 4" 1' - 0" (2) #5 x CONTF30 2' - 6" 1' - 0" (3) #5 x CONT, #5 @ 16TRANSVERSEF36 3' - 0" 1' - 0" (4) #5 x CONT, #5 @ 16"TRANSVERSE2' - 6”3' - 0”3' - 6”4' - 0”5' - 0”CONTCONT1' - 0”1' - 0”1' - 0”1' - 0”1' - 0”CONT01/13/15