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HomeMy WebLinkAboutWagner-01 Foundation PlanFOUNDATION DETAIL FD3 1-A STONE LEDGE STONE LEDGE10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 20"x8" CONCRETE FOOTING 20"x8" CONCRETE FOOTING 23'-714"24'-11"12'-0"60'-614"5'-412" 9'-114" 10'-014" 7'-212" 16'-8"10'-814"1'-8"2'-612"1'-8"8'-414"12'-0"11'-014"6'-11"6'-1134"2'-5"8'-3" 6'-8"8'-814"1'-1012" 20"x8" CONCRETE FOOTING 3'-4" CRAWLSPACE UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL W16x57# STL. BEAM 312x312x 14" STL. COL. W14x48# STL. BEAM 5x5x14" STL. COL. 5x5x1 4" STL. COL. 312x312x1 4" STL. COL. 1 1 2 2 3 3 4 4 5 6 8 8 8899 9 9 10 10 6 10 32" CRAWLSPACE ACCESS 7 8 20"x8" CONCRETE FOOTING FTG. DETAIL 1 E FTG. DETAIL 1 E31 2x31 2x 1 4" STL. COL.28'-612"2'-7" 9'-3" M.O. 2'-0" 9'-3" M.O. 2'-0" 9'-3" M.O. 2'-7" 36'-11"19'-358" 16'-438" 1'-1012" 72'-7"33'-11"26'-4" 16'-8" 76'-11"25'-8"5'-0"22'-412"9'-212" 6'-0"2'-8" 3'-4"14'-8"21'-0" 19'-512"17'-512" 18'-51 4" 18'-514" 21'-912" 8'-6"38'-612" 22'-8" 16'-114" 15'-412" 20"x8" CONCRETE FOOTING 3'-1112"1'-8" 3'-7"12'-8"2'-0" 18'-3" 15'-4" 5'-4" 11'-4" 22'-4"4'-0" 6'-0"6'-0" 1'-5 116"33'-8" FTG. DETAIL 1 E2'-112" 2'-1012" 72'-7" 17'-0"6'-8"16'-1114"13'-111316"19'-11316" 11'-8316" 13'-111316"STONE LEDGEFTG. DETAIL 1 D 71 4" FTG. DETAIL1 D STONE LEDGE 10" POURED CONCRETE STONE LEDGE 10" POURED CONCRETE STONE LEDGE10" POURED CONCRETE STONE LEDGE10" POURED CONCRETE 20"x8" CONCRETE FOOTING 20"x8" CONCRETE FOOTING 3'-9" FOUNDATION DETAIL FD2 1-A FOUNDATION DETAIL FD1 1-A FOUNDATION DETAIL FD4 1-A FTG. DETAIL 1 E BEAM PKT. 312"X3 12"X14" STL. COLUMN w/ 3 4"x12"x12" BASE PL. w/ (4) 34" HEADED ANCHOR ASTM A325 F1554 GRADE 36 FTG. SIZE N0. REINFORCEMENT INTERIOR COLUMN FOOTING SCHEDULE 1'-0" * HVAC CONTRACTOR TO PROVIDE CONTINUOUSLY OPERATED MECHANICAL VENTILATION AT A RATE OF 1.0 CFM FOR EACH 50 SQ.FT. OF CRAWL SPACE * VERIFY MECHANICAL ACCESSES THROUGH FOUNDATION WALL W/ CONTRACTOR & MECHANICAL CONTRACTOR A 54"X54"X12" (5)#4's E.W. B 48"X48"X12" (4)#4's E.W. C 42"X42"X12" (4)#4's E.W. D 36"X36"X12" (3)#4's E.W. E 30"X30"X12" (3)#4's E.W. TYPICAL FOOTING REINFORCING TIMES STEP TWO STEP(SEE PLAN)POURED CONCRETE WALL BASED ON A SAFE ALLOWABLE BEARING PRESSURE OF 2000 psf ( TO BE FIELD VERIFIED ) SEE SCHEDULED FOR SIZE & REINFORCEMENT 3" CLEAR 3" CLEAR3" CLEAR1'-0"1. FOUNDATION DETAIL LEGEND INTERIOR COLUMN FOOTING DETAIL TYPICAL DETAIL INTERIOR COLUMN FOOTING 2. FOOTING STEP MASONRY PRECAST WALL DETAIL 3. FOUNDATION WALL MAT'L. CONC. BLK. WALLS POURED CONC. WALLS INTERIOR COLUMN FOOTING TYPICAL DETAIL 4. GENERAL NOTES * ALL MASONRY LEDGES TO BE 512" (UNLESS OTHERWISE NOTED) SEE SCHEDULED FOR SIZE & REINFORCEMENT 3" CLEAR3" CLEAR 4 PLY BLOCKING ANCHORED TO FOUNDATION w/ 12" X 8" ANCHOR BOLTS DRILLED & EPOXY 48" o.c.H. G. McCULLOUGH DESIGNERS, INCDesigned For:Wagner ResidenceCarmel,INDate: 01-26-18Plan number #170814CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comGARY NANCE DESIGN Architectural Concepts ByMake yourself at home4631LisbornDriveCarmel ,IN46033 317.663.4793Pgnance@garynancedesign.comgarynancedesign.com Thesedesignconceptsare thepropertyofGaryNanceDesign andmaynotbeusedwi thoutapproval fromGaryNanceDesign SCALE: 1/4"=1'-0"FOUNDATION PLAN 01 SHEET NUMBER 02/19/18 Adam Schriner