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HomeMy WebLinkAboutS001.42'-0" x 1'-0" CONC. FTG. w/3-#5 CONT.2' - 0" SEE PLAN 10" CONC. FOUNDATION WALL w/ #5 @ 12" O.C. EA. WAY 1 1/2" CLR. 2x4 KEYWAY PROVIDE 15 MIL VAPOR BARRIER ON MIN. 4" COMPACTED GRANULAR FILL. VARIES 2x6 WALL FRAMING & SHEATHING +99'-8" +98'-0" 4" CONC. SLAB w/ WWF 1/4" ISOLATION JOINT APPROX. GRADE BRICK VENEER PER ARCH. DWGS. 1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK, 4" PROJECTION AT 24" O.C. 2'-0" x 1'-0" CONC. FTG. w/3-#5 CONT.2' - 0" SEE PLAN 10" CONC. FOUNDATION WALL w/ #5 @ 12" O.C. EA. WAY 1 1/2" CLR. 2x4 KEYWAY PROVIDE 15 MIL VAPOR BARRIER ON MIN. 4" COMPACTED GRANULAR FILL. VARIES +98'-1" 4" CONC. SLAB w/ WWF FORM 1/2" DEEP NOTCH BEHIND O.H. DOOR OVERHEAD DOOR SLOPE SLOPE +98'-9" 1/2" ISOLATION JOINT EXTERIOR CONC. SLAB #4 @ 12" O.C. 24" 24" 24" AS SHOWN ON PLAN SEE PLAN 1' - 2"3" CLR.4'-0" x 4'-0" CONC. FTG. w/5-#5 EA. WAY MIN. 4" PEA GRAVEL IN CRAWL SPACE ON 15 MIL VAPOR BARRIER COORD. ELEVATION w/ LUMBER SUPPLIER 16" x 16" CONC. PIER w/4-#6 VERT. & #3 TIES @ 8" O.C. (2) 1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK, 4" PROJECTION TREATED WOOD PLATE +88'-10 3/4"8" 1' - 2 1/2" 9 1/2" SLAB ON GRADE w/ WWF SLAB ON GRADE w/ WWF STEEL COLUMN PER PLAN ANCHOR AND BASEPLATE PER TYPICAL DETAILS ON S401 3" CLR.5'-0" x 5'-0" CONC. FTG. w/5-#5 EA. WAY +88'-10 3/4" +87'-10 3/4" 1' - 8"1' - 8" 1' - 0"1' - 0" SLAB ON GRADE w/ WWF SLAB ON GRADE w/ WWF 3-#5 CONT. 1 1 6" CONC. WALL STEEL BEAM 5/8" x 5 1/2" x 12" BEARING PLATE w/ (2) 1/2" DIA. ANCHOR BOLTS, GA. = 9". COORD. w/ BEAM DEPTH 10" CONC. FOUNDATION WALL w/ #5 @ 12" O.C. EA. WAY 1 1/2" CLR. TREATED 2x6 SILL 11 7/8" DEEP WOOD "I" JOIST +98'-9 7/8" CONT. LVL +100'-0" 3/4" WOOD FLOOR DECKING WALL FRAMING & SHEATHING APPROX. GRADE 1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK, 4" PROJECTION AT 24" O.C. EXTERIOR SLAB w/ WWF 1/4" ISOLATION JOINT 12" CONC. BASEMENT WALL w/ #5 @ 12" O.C. EA. WAY, EA. FACE TREATED 2x6 SILL 11 7/8" DEEP WOOD "I" JOIST WALL FRAMING & SHEATHING BRICK VENEER PER ARCH. DWGS. 3/4" WOOD FLOOR DECKING +98'-9 7/8" 1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK, 4" PROJECTION AT 24" O.C. +100'-0" CONT. LVL 6" +98'-9 7/8" 10" CONC. FOUNDATION WALL w/ #5 @ 12" O.C. EA. WAY 1 1/2" CLR. 4'-0" x 1'-0" CONC. FTG. w/5-#5 CONT. & #5 @ 12" O.C. TRANSVERSE. 1'-4" CONC. BLOCK FOUNDATION WALL (4+8+4) w/ #5 @ 24" O.C. VERT. GROUT ALL BLOCK CORES SOLID. APPROX. GRADE STONE VENEER - BOTH SIDES OF WALL.8" CONC. BLOCK WALL w/ #5 @ 24" O.C. VERT. & HORIZ. JOINT REINF. @ 16" O.C. GROUT BLOCK CORES AT BARS.BELOW GRADEMIN. 2' - 8"3" CLR.REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT NHF WBH 02/09/19 S403 FOUNDATION SECTIONS 18012POMEROY RESIDENCEPOMEROYSPRING MILL ROAD & 111TH STREETCARMEL, INDIANA 46032POMEROY 3/4" = 1'-0" 1 FOUNDATION SECTION 3/4" = 1'-0"2 FOUNDATION SECTION # DESCRIPTION DATE 3/4" = 1'-0"3 FOUNDATION SECTION 3/4" = 1'-0"4 FOUNDATION SECTION 3/4" = 1'-0"5 FOUNDATION SECTION 3/4" = 1'-0"6 STEEL BEAM POCKET DETAIL 3/4" = 1'-0" 7 SECTION 3/4" = 1'-0"8 SECTION 3/4" = 1'-0"9 SECTION 03/22/19 Adam Schriner