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HomeMy WebLinkAboutS001.3MIN. 4" PEA GRAVEL OVER 15 MIL VAPOR BARRIER 2' - 0" SEE PLAN 10" CONC. FOUNDATION WALL w/ #5 @ 12" O.C. EA. WAY1 1/2" CLR. 2x4 KEYWAY TREATED 2x6 PLATE 11 7/8" DEEP WOOD "I" JOISTS 3/4" WOOD FLOOR DECKING WALL FRAMING & SHEATHING +98'-9 7/8" CONT. LVL APPROX. GRADE 2'-0" x 1'-0" CONC. FTG. w/3-#5 CONT. 1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK, 4" PROJECTION AT 24" O.C. 4" SLAB ON GRADE w/ WWF 2' - 0" 10" CONC. BASEMENT WALL w/ #5 @ 12" O.C. EA. WAY 1 1/2" CLR. NEW 4" PERFORATED DRAIN w/ FABRIC WRAP & MIN. 24" GRANULAR FILL AROUND DRAIN. CONT. WATERSTOP Rx TYP. TREATED 2x6 SILL 11 7/8" DEEP WOOD "I" JOIST 2x4 KEYWAY 2'-0" x 1'-0" CONC. FTG. w/3-#5 CONT. SEE PLAN8"1' - 0" FABRIC WRAP AROUND GRANULAR FILL. +98'-9 7/8" CONT. LVL APPROX. GRADE 3/4" WOOD FLOOR DECKING 1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK, 4" PROJECTION AT 24" O.C. 4" +88'-10 3/4" WALL FRAMING AND SHEATHING SLAB ON GRADE w/ WWF 2' - 0" +88'-10 3/4" 12" CONC. BASEMENT WALL w/ #5 @ 12" O.C. EA. WAY, EA. FACE CLR. 1 1/2" CONT. WATERSTOP Rx 2x4 KEYWAY 2' - 0" +88'-2 3/4" 10" CONC. FOUNDATION WALL w/ #5 @ 12" O.C. EA. WAY 2x4 KEYWAY 1 1/2" CLR. COMPACTED GRANULAR FILL 1/4" ISOLATION JOINT 2'-0" x 1'-0" CONC. FTG. w/3-#5 CONT.2'-0" x 1'-0" CONC. FTG. w/3-#5 CONT. NEW 4" PERFORATED DRAIN w/ FABRIC WRAP & MIN. 24" GRANULAR FILL AROUND DRAIN. FABRIC WRAP AROUND GRANULAR FILL. TREATED 2x6 SILL 11 7/8" DEEP WOOD "I" JOIST WALL FRAMING & SHEATHING BRICK VENEER PER ARCH. DWGS. 3/4" WOOD FLOOR DECKING #5 @ 12" O.C. 30" 30" SLAB ON GRADE w/ WWF +98'-9 7/8" 1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK, 4" PROJECTION AT 24" O.C. +100'-0" CONT. LVL +98'-9 7/8" APPROX. GRADE6" +88'-2 3/4" WALL FRAMING & SHEATHING 2' - 0" 12" CONC. BASEMENT WALL w/ #5 @ 12" O.C. EA. WAY, EA. FACE TYP. 1 1/2" CLR. 2x4 KEYWAY TREATED 2x6 SILL 11 7/8" DEEP WOOD "I" JOIST +98'-9 7/8" CONT. LVL 2x6 WALL FRAMING & SHEATHING APPROX. GRADE BRICK VENEER PER ARCH. DWGS. MIN. 4" PEA GRAVEL OVER 15 MIL VAPOR BARRIER SEE PLAN 2'-0" x 1'-0" CONC. FTG. w/3-#5 CONT. 3/4" WOOD FLOOR DECKING 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. MIN. 4" PEA GRAVEL OVER 15 MIL VAPOR BARRIER 2' - 0" SEE PLAN 10" CONC. FOUNDATION WALL w/ #5 @ 12" O.C. EA. WAY 1 1/2" CLR. 2x4 KEYWAY 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. 2' - 0" TYP. 1 1/2" CLR. 2x4 KEYWAY TREATED 2x6 PLATE 11 7/8" DEEP WOOD "I" JOISTS 3/4" WOOD FLOOR DECKING 2x6 WALL FRAMING & SHEATHING +98'-9 7/8" CONT. LVL MIN. 4" PEA GRAVEL OVER 15 MIL VAPOR BARRIER 12" CONC. BASEMENT WALL w/ #5 @ 12" O.C. EA. WAY, EA. FACE 1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK, 4" PROJECTION AT 24" O.C. BRICK VENEER PER ARCH. DWGS. 2'-0" x 1'-0" CONC. FTG. w/3-#5 CONT. SEE PLAN APRROX. GRADE SLAB ON GRADE w/ WWF 2' - 0" +88'-10 3/4" +88'-2 3/4" 10" CONC. BASEMENT WALL w/ #5 @ 10" O.C. EA. WAY 1 1/2" CLR. CONT. WATERSTOP Rx 11 7/8" DEEP WOOD "I" JOISTS +95'-6" 2x4 KEYWAY 2'-0" x 1'-0" CONC. FTG. w/3-#5 CONT. 3/4" WOOD FLOOR DECKING +100'-0" MIN. 4" PEA GRAVEL OVER 15 MIL VAPOR BARRIER COMPACTED FILL 2' - 0" +88'-2 3/4" 10" CONC. FOUNDATION WALL w/ #5 @ 12" O.C. EA. WAY 2x4 KEYWAY CLR. 1 1/2" 2' - 0" +88'-2 3/4" 10" CONC. BASEMENT WALL w/ #5 @ 12" O.C. EA. WAY 2x4 KEYWAY 2'-0" x 1'-0" CONC. FTG. w/3-#5 CONT. 2'-0" x 1'-0" CONC. FTG. w/3-#5 CONT. +99'-9 3/4" 4" CONC. GARAGE SLAB w/ WWF 1/4" ISOLATION JOINT 3/4" WOOD FLOOR DECK 2x6 WALL CONSTRUCTION w/ SHEATHING +100'-0" 2x6 KNEEWALL w/ ACCESS TO CRAWL SPACE +95'-6" SLAB ON GRADE w/ WWF CONT. WATERSTOP Rx TYP. +88'-10 3/4" 11 7/8" WOOD "I" JOISTS 1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK, 4" PROJECTION AT 24" O.C. 1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK, 4" PROJECTION AT 24" O.C. TREATED 2x6 SILL 4" TREATED 2x4 SILL 11 7/8" WOOD "I" JOISTS STEEL BEAM (SEE PLAN) w/ 2x6 TOP PLATE ATTACHING w/ (2) 1/2" DIA. THRU-BOLTS AT 24" O.C. T/B = +99'-9 3/4" 3/4" WOOD FLOOR DECK 2x6 WALL CONSTRUCTION w/ SHEATHING VARIES WOOD BLOCKING PLATE ATTACHED TO STEEL PLATE 3/8" CONT. STEEL PLATE 2", 18GA. GALV. COMPOSITE FLOOR DECK ATTACHED TO TOP OF CONC. WALL 3" N.W. CONC. SLAB w/6x6-W1.4xW1.4 WWF (TOTAL SLAB THICKNESS = 5") 2", 18GA. GALV. COMPOSITE FLOOR DECK ATTACHED TO TOP OF CONC. WALL 3" N.W. CONC. SLAB w/6x6-W1.4xW1.4 WWF (TOTAL SLAB THICKNESS = 5") T/WALL = +98'-10" +99'-5" BRG. T/CONC. = +99'-10" 10" CONC. BASEMENT WALL w/ #5 @ 12" O.C. EA. WAY #4 @ 12" O.C. 20" 30" T/CONC. = +99'-11 1/2" 6' - 7 1/4" 3/4" WOOD FLOOR DECK 2x6 WALL CONSTRUCTION w/ SHEATHING 3/8" x 10" STEEL PLATE CONT. w/ 1/4" STIFFENERS AT 16" O.C. T/PLATE = +99'-6 1/2" 11 7/8" WOOD "I" JOISTS STEEL BEAM (SEE PLAN) w/ 2x6 TOP PLATE ATTACHING w/ (2) 1/2" DIA. THRU-BOLTS AT 24" O.C. T/B = +99'-9 3/4" TREATED 2x6 PLATE 11 7/8" DEEP WOOD "I" JOISTS 3/4" WOOD FLOOR DECKING 2x6 WALL FRAMING & SHEATHING +98'-9 7/8" CONT. LVL 1/2" DIA. ANCHOR BOLTS, 12" LONG + 3" HOOK, 4" PROJECTION AT 24" O.C. BRICK VENEER PER ARCH. DWGS. 4" T/WALL = +98'-10" 10" CONC. BASEMENT WALL w/ #5 @ 12" O.C. EA. WAY 3' - 0" 10" CONC. BASEMENT WALL w/ #5 @ 12" O.C. EA. WAY 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 S402 FOUNDATION SECTIONS 18012POMEROY RESIDENCEPOMEROYSPRING MILL ROAD & 111TH STREETCARMEL, INDIANA 46032POMEROY 3/4" = 1'-0"3 FOUNDATION SECTION 3/4" = 1'-0" 1 FOUNDATION SECTION 3/4" = 1'-0" 4 FOUNDATION SECTION 3/4" = 1'-0"5 FOUNDATION SECTION 3/4" = 1'-0"2 FOUNDATION SECTION 3/4" = 1'-0"6 FOUNDATION SECTION 3/4" = 1'-0" 7 FOUNDATION SECTION 3/4" = 1'-0"11 FOUNDATION SECTION # DESCRIPTION DATE 3/4" = 1'-0"9 SECTION 3/4" = 1'-0"8 SECTION 3/4" = 1'-0"10 SECTION 03/22/19 Adam Schriner