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HomeMy WebLinkAbout12/1/14 plansasbuiltsupplemental 2x6 FURRING WALL FASTENED TO MAIN EXTERIOR WALL WOOD WALL - REF PLAN BRICK - REF ARCH #4 x 3'-0" WITH 180° ANCHOR - REF S0.00 STANDARD HOOK AT 18" OC OR SHEAR WALL REF ARCH SMOOTH TROWEL FINISH SCHEDULE INSULATION - REF SLAB ON GRADE - REF ARCH PLAN FOR THICKNESS 2 1/2" MIN AND REINFORCING #4 CONTINUOUS T/SLAB 7" 1 EL (REF PLAN) 8" INSULATION - REF ARCH #4 @ 12" OC (EACH FACE) 4' - 0" MIN #4 STIRRUPS @ 2'-0" OC TRENCHED FOOTING 1' - 6" FOUNDATION DETAIL AT END WALL 17 3/4" = 1'-0" NOTES: 1. ALIGN EXTERIOR FACE OF TRENCH FOOTING WITH BRICK. 2. REFER TO 15/S3.00 FOR TRADITIONAL FORMED FOOTING OPTION WHERE SOILS (NON COHESIVE) ARE NOT CONDUCIVE TO TRENCH FOOTING. Hawkeye Court Supplemental Drawing Number 12.0768.0008/30/13 KJWW No.Date: SSK002 ASI-004 S3.00 Issue: Ref. Sheet: TM Experience you can build on Ref. Description: 12' - 3" 2 TYP 4 S3.00 3 S3.00 TYP AT END OF EXTERIOR 22' - 5" SHEAR WALL 2 2' - 5 1/2" 3 7" 1 TS1 4' - 11" 5' - 0" 1 2 STOOP TS1 S3.00 3' - 6" 4' - 9" 6' - 0" TS2 7" 6" SF6.0 31' - 10" 9' - 7" 2 TS1 4 P U 23' - 3 1/2" 3 TS2 7" 17 7 S3.00 TYP 3' - 0" 19' - 11 1/2" 2 BUILDING A - FIRST FLOOR/ FOUNDATION PLAN 1 1/8" = 1'-0" Hawkeye Court Supplemental Drawing Number 12.0768.0008/30/13 KJWW No.Date: SSK003 ASI-004 S2.10 Issue: Ref. Sheet: TM Experience you can build on Ref. Description: 1 12' - 3" 22' - 5" 1 1 1 2' - 7 1/2" 3' - 7" 3 1 4' - 11" 7' - 9 1/2" 1 2 STOOP S3.00 4' - 9" 6' - 0" TS1 3 SF6.0 1 31' - 10" TS1 P 4 U 7" 8' - 5 1/2" TS2 17 S3.00 3' - 0" 1 19' - 11 1/2" BUILDING A - FIRST FLOOR/ FOUNDATION PLAN 1 1/8" = 1'-0" Hawkeye Court Supplemental Drawing Number 12.0768.0008/30/13 KJWW No.Date: SSK004 ASI-004 S2.10 Issue: Ref. Sheet: TM Experience you can build on Ref. Description: 2 12' - 3"13' - 4" 8" TYP 4 S3.00 22' - 5" 2 1' - 9 1/2" 2' - 4 1/2" 3 3' - 7" 1 TS1 6' - 0" 1 2 STOOP S3.00 4' - 9" TS1 9' - 7" TS1 SF6.0 6" 31' - 10" 4 P U 19' - 4 1/2" 2 3 TS2 17 7 S3.00 TYP 3' - 0" 2 19' - 11 1/2" BUILDING B - FIRST FLOOR/ FOUNDATION PLAN 1 1/8" = 1'-0" Hawkeye Court Supplemental Drawing Number 12.0768.0008/30/13 KJWW No.Date: SSK005 ASI-004 S2.20 Issue: Ref. Sheet: TM Experience you can build on Ref. Description: MT 400-ISA 02.2S SSK006 00.8670.21 08/30/13 rebmuN gniwarD latnemelppuS truoC eyekwaH 2 12' - 3" 8" S3.00 17 2 22' - 5" 3 BUILDING B - FIRST FLOOR/ 2' - 5" 3 3' - 7" 1 TS1 FOUNDATION PLAN STOOP S3.00 2 1 SF6.0 6' - 0" 9' - 7" TS1 4 2 31' - 10" TS1 P U OF EXTERIOR TS2 SHEAR WALL 1/8" = 1'-0" TYP AT END 8' - 5 1/2" 7" S3.00 3 TYP 7 3' - 0" 2 19' - 11 1/2" 36' - 11" TS2TS2 7" 7" 10 S3.00 1 TYP 75.41 = THGIL %8 / 82.7 = TNEV %4 - FS 1.281MOOR GNIVIL TS1 FS 5.7312 MOORDEB 00.11 = THGIL %8 / 05.5 = TN EV %4 - FS 5.7311 MOORDEB FS 009AERA TEN T2 MOORHAB 1 MOORDEB 2 TINU ELBISSECCAC- 3 TINU SF8.5 TS1 SF8.5 8 4 9 TS2TS2 S3.00 TYP 8" 13' - 4" 1 S3.00 8 DEPRESSED SLAB AT ADA SHOWER AT BUILDING A3 - REFER TO 14/S3.00 FOR TYPICAL DETAIL. GENERAL CONTRACTOR TO CONFIRM EXTENTS AND ELEVATION OF DEPRESSED SLAB WITH SELECTED SHOWER UNIT. 4 Hawkeye Court Supplemental Drawing Number 12.0768.0010/21/13 KJWW No.Date: SSK013 ASI 07 1/S2.10 Issue: Ref. Sheet: TM Experience you can build on Ref. Description: