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HomeMy WebLinkAboutF3021' - 0" 2 7/8" 5' - 0" COVER TYP. 3" COVER TYP. COVER TYP. 1 5/8" COVER TYP. #4 VERT. @ 15"c/c I.F. #5 HORZ. @ 15"c/c I.F. GRANULAR BACKFILL TYP. #5 DOWELS @ 15"c/c PROJECT 2'-6" ABOVE T/FOOTING FTG. DRAIN SEE FOUND. PLAN FOR TOP OF LEDGE & FOOTING EL. #4 DOWELS @ 15"c/c 5 - #5 CONTINUOUS #4 @ 15"c/c 1' - 6" #4 VERT. @ 18"c/c O.F. #5 HORZ. @ 15"c/c O.F. 4" 10" 2" DOVETAIL SLOTS @ 16"c/c LEVEL 1 817'-7 5/8" 5' - 0" 1' - 0" 2' - 0" FTG. DRAIN GRANULAR BACKFILL 2' - 0" SEE SECTION F1 FOR REINFORCING & T/FOOTING EL. 1' - 2" #4 DOWELS 12"c/c LEVEL 1 SLAB - SEE ARCHT'L DWG.'S FOR SLOPE @ DOCK T/WALL EL.= 816'-11 5/8" 2' - 0" 1' - 6" 1' - 0" #4 DOWELS @ 15"c/c 3' - 8" 1' - 0" 4 - #5 CONTINUOUS SEE FOUND. PLAN FOR TOP OF LEDGE & FOOTING EL. #4 @ 15"c/c #4 DOWELS @ 15"c/c PROJECT 2'-0" ABOVE T/FOOTING #5 HORZ. @ 15"c/c I.F. #4 VERT. @ 15"c/c I.F. LEVEL 1 EL.=817'-7 5/8" 4" 10" DOVETAIL SLOTS @ 16"c/c #5 HORZ. @ 15"c/c O.F. #4 VERT. @ 18"c/c O.F. FTG. DRAIN #4 DOWELS @ 15"c/c 3' - 8" 1' - 0" 4-#5 CONTINOUS #4 @ 15"c/c GRANULAR BACKFILL FTG. DRAIN #4 VERT. @ 15"c/c O.F. DOVETAIL SLOTS @ 16"c/c SEE FOUND. PLAN FOR TOP OF WALL, LEDGE & FOOTING. EL. #4 VERT. @ 18"c/c I.F. #5 HORZ. @ 15"c/c E.F. #4 DOWELS @ 15"c/c O.F. PROJECT 2'-0" ABOVE T/FOOTING PIT LEVEL SLAB EL.=808'-7 5/8" 6" 8" 8" 1' - 0" 3' - 8" SEE FOUND. PLAN FOR T/FOOTING & T/WALL EL. FTG. DRAIN GRANULAR BACKFILL #4 VERT. @ 18"c/c #4 DOWELS @ 18"c/c PROJECT 2'-0" ABOVE T/FOOTING COORDINATE DIM. W/ ARCHT'L DWG'S #5 HORZ. @ 15"c/c #4 DOWELS @ 18"c/c 1' - 0" #4 @ 18"c/c 4- #5 HORZ. 7' - 6" #5 DOWELS @12" c/c 7-#5 CONTINUOUS #6 @ 12"c/c FTG. DRAIN 2' - 6" #5 DOWELS @ 6"c/c PROJECT 3'-6" ABOVE T/FOOTING GRANULAR BACKFILL LEVEL 1 EL.= 817'-7 5/8" #5 VERT. @ 12"c/c I.F. #6 HORZ. @ 12"c/c E.F. DOVETAIL SLOTS 16"c/c #6 HORZ. @ 12"c/c O.F. #4 VERT. @12" VERT. O.F. SEE FOUND. PLAN FOR T/LEDGE & FOOTING EL. 4" 1' - 0" 6" METAL STUD 10" 10" CMU 2' - 0" #4 VERT. @ 12"c/c EXTERIOR 4" CMU MUST BE TIED TO 10" CMU. 10" CMU MUST BE TIED TO STUDS 2-#5 2' - 2" CONTINUOUS SEE FOUND. PLAN FOR T/FTG. EL. #5 HORZ. @ 15"c/c EA. FACE 2' - 0" 1' - 2" TYP. #4 DOWELS @ 18"c/c SLOPE EXTERIOR SLAB DOWN FROM BLDG. WALL - SEE CIVIL DWG'S LOCATE JOINT IN SLAB UNDER STOREFRONT OR THRESHOLD #4 DOWELS @ 18"c/c E.F. #4 VERT. @ 18"c/c I.F. 1' - 0" PIT LEVEL 808'-7 5/8" 8" 1' - 6" 6" 6" 8" 5 - #5 CONTINUOUS #4 DOWELS @ 15"c/c 1' - 0" #4 @ 15"c/c FTG. DRAIN #5 DOWELS @ 15"c/c O.F. PROJECT 2'-6" ABOVE T/FOOTING GRANULAR BACKFILL #5 HORZ. @ 15"c/c O.F. #4 VERT. @ 15"c/c O.F. DOVETAIL SLOTS @ 16"c/c SEE FOUND. PLAN FOR TOP OF WALL, LEDGE & FOOTING EL. #4 VERT. @ 18"c/c I.F. #5 HORZ. @ 15"c/c I.F. 5' - 0" PIT LEVEL 808'-7 5/8" #4 DOWELS @ 4 - #5 CONTINUOUS 18"c/c 3' - 8" 1' - 0" 1' - 0" SEE FOUND. PLAN FOR T/FOOTING EL. #4 @ 18"c/c FTG. DRAIN #4 DOWELS @ 18"c/c PROJECT 2'-0" ABOVE T/FOOTING #4 HORZ. @ 15"c/c E.F. #4 VERT. @ 18"c/c E.F. GRANULAR BACKFILL LEVEL 1 817'-7 5/8" 1' - 0" T/SLAB EL. VARIES * NOTE: REINFORCEMENT IS TYPICAL @ FULL LENGTH OF WALL CENTERED ON LINE B. * * * * 2' - 0" 2' - 0 1/2" 1' - 0 1/8" 10 - #7 TOP LONG #7 @ 12" TOP SHORT SEE FOUND PLAN FOR T/FOOTING EL. 12 - #10 BOT. LONG #4 DOWELS @ 18"c/c #10 @ 12"c/c BOT. SHORT 2' - 7" FOOTING DRAIN #4 DOWELS @ 18"c/c, PROJECT 2'-0" ABOVE T/FOOTING #4 HORZ. @ 15"c/c E.F. #4 VERT. @ 18"c/c E.F. GRANULAR BACKFILL #4 DOWELS @ 18"c/c LEVEL 1 817'-7 5/8" 12' - 0" 3' - 0 1/8" 4' - 5 7/8" 2' - 0" 1' - 0" 6' - 0" #5 DOWELS @ 16"c/c 6 - #5 CONTINUOUS #6 @ 16"c/c FOOTING DRAIN GRANULAR BACKFILLING #5 DOWELS @ 8"c/c PROJECT 3'-0" ABOVE PIT LEVEL T/FOOTING 808'-7 5/8" #4 VERT. @ 18"c/c #4 HORZ. @ 15"c/c E.F. #5 VERT. @ 16"c/c 3' - 0" LEVEL 1 817'-7 5/8" 1' - 0" 5" 5" SLAB ON STEEL FLOOR DECK - SEE DRAWINGS BY GEM BUILDINGS SEE FOUND. PLAN FOR T/F EL. SEE DWG. F... FOR STEEL EMBED PLATES REQUIRED FOR CONNECTION OF STEEL FLOOR DECK & STEEL BEAMS. COORDINATE LOCATION W/ DWG'S BY GEM BUILDINGS 2' - 6" PIT LEVEL 808'-7 5/8" 7-#5 CONTINUOUS SEE FOUND. PLAN FOR T/FOOTING & T/WALL EL. #5 DOWELS @ 12"c/c #6 @ 12"c/c FTG. DRAIN #5 DOWELS @ 6"c/c PROJECT 3'-6" ABOVE T/FOOTING 7' - 6" #4 HORZ. @ 15"c/c EA. FACE #4 VERT. @ 18"c/c #5 VERT. @ 12"c/c LEVEL 1 817'-7 5/8" 1' - 0" 1' - 0" #10 @ 12"c/c BOT. SHORT 12 #10 BOT. LONG 2' - 7" 10 - #7 TOP LONG #7 @ 12"c/c TOP SHORT PIT LEVEL 808'-7 5/8" #4 HORZ. @ 15"c/c E.F. #4 VERT. @ 18"c/c 1' - 0" #5 VERT. @ 16"c/c #5 DOWELS @ 8"c/c PROJECT 3'-0" ABOVE T/FOOTING FTG. DRAIN 12' - 0" #5 DOWELS @ 16"c/c SEE FOUNDATION PLAN FOR T/FOOTING & T/WALL EL. GRANULAR BACKFILL T/SLAB EL.=814'-7 5/8" 4' - 5 7/8" #5 DOWELS @ 12"c/c* 7 - #5 CONTINUOUS NOTE: REINF. IS TYPICAL @ FULL LENGTH OF WALL CENTERED ON LINE C. * FTG. DRAIN #6 @ 12"c/c 1' - 0" 7' - 6" 2' - 6" PIT LEVEL 808'-7 5/8" #5 DOWELS @ 6"c/c PROJECT 3'-6" ABOVE TOP OF FOOTING * #4 HORZ. @ 15"c/c * #4 VERT. @ 18"c/c MIN. LAP SPLICE LENGTH=2'-0" * GRANULAR BACKFILL #5 VERT. @ 12"c/c * T/SLAB EL. VARIES LEVEL 1 817'-7 5/8" 2' - 6" #4 VERT @ 18"c/c SEE DWG. F....... FOR STEEL EMBED PLATES REQUIRED FOR CONNECTION OF STEEL ROOF DECK & BEAMS @ TOP OF WALL COORDINATE LOCATION W/ DRAWINGS BY GEM BUILDINGS 1' - 0" SEE FOUND. PLAN FOR T/WALL & T/FOOTING EL. 1' - 7" 7' - 6" #4 DOWELS @ 15"c/c #8 @ 12"c/c 7 - #8 BOT. CONTINUOUS 7 - #4 TOP #4 @ 15"c/c PIT LEVEL 808'-7 5/8" #5 HORZ. @ 15"c/c I.F. DOVETAIL #4 VERT. @ 18"c/c I.F. SLOTS @ 16"c/c #5 HORZ. @ 15"c/c O.F. #4 VERT. @ 15"c/c O.F. #4 DOWELS @ 15"c/c O.F. PROJECT 2'-0" ABOVE T/FOOTING FTG. DRAIN 4' - 3" GRANULAR BACKFILL 2' - 0" 2' - 0" 8" 2' - 0" 4' - 0" * #4 @ 12"c/c TOP & BOT. EACH WAY * VERIFY W/ LIFT MANUFACTURER 1' - 0" 6" FTG. DRAIN GRANULAR BACKFILL PIT LEVEL 808'-7 5/8" #4 DOWELS @ 18"c/c #4 DOWELS @ 18"c/c #4 VERT. @ 18"c/c #4 HORZ. @ 15"c/c E.F. 1' - 0" PIT LEVEL 808' - 7 5/8" Level 1 817' - 7 5/8" 2' - 0" TYP. 2' - 0" TYP. 1' - 0" 2' - 0" 2' - 0" 1' - 0" 1' - 0" 6" 6" 1' - 0" 2 - #5 CONTINUOUS FTG. DRAIN #4 DOWELS @ 12"c/c. PROJECT 2'-0" ABOVE T/FOOTING #4 VERT. @ 12"c/c EA. FACE @4 HORZ. @ 15"c/c EA. FACE SEE FOUND. PLAN NOTE: DO NOT BACKFILL WALLS ADJACENT TO LINES O AND L BTWN. LINES P7 & L4 UNTIL LEVEL 1 FLOOR STRUCTURE IS INSTALLED & SLAB ON STEEL FLOOR DECK IS CURED SEE DRWG. F....... FOR STEEL EMBED PLATES @ TOP OF WALL REQUIRED FOR STEEL FLOOR DECK & STEEL BEAMS. COORDINATE LOCATION W/ DWG'S BY GEM BUILDINGS 5" SLAB ON STEEL FLOOR DECK. SEE DWG'S BY GEM BUILDINGS LEVEL 1 817'-7 5/8" #4 DOWELS @ 18"c/c - TYP. GRANULAR BACKFILL FTG. DRAIN #4 DOWELS @ 12"c/c. PROJECT 2'-0" ABOVE T/FOOTING SEE FOUND. PLAN FOR T/FOOTING EL. Date: Scale Drawn By Checked By Project Number ARCHITECTURE PLANNING INTERIOR DESIGN STRUCTURAL ENGINEERING 424 East Fourth Street Cincinnati, Ohio 45202 w w w . c h a r c h i t e c t s . c o m tel: 513/241/4474 fax: 513/241/0081 ISSUANCES COMPUTER FILE 1400 West Dorothy Lane Dayton, Ohio 45409-1310 Tel: (937) 224-0861 Fax: (937) 224-5777 3417 South Sherman Drive Beech Grove, IN 46107 Tel: (317) 780-1555 Fax: (317) 780-6525 750 North Orleans, Suite 400 Chicago, IL 60610 Tel: (312) 944-8230 Fax: (312) 944-8297 117 East Washington Street, Suite 200 Indianapolis, IN 46204 Tel: (317) 637-2222 Fax: (317) 637-2260 1137 West Taylor St. Suite 316 Chicago, IL 60607 Tel: (312) 224-8460 Fax: (312) 224-8961 1025 N.Watery Ln. Brigham City, UT 84302 TEL: (453) 723-5000 FAX: (453) 538-5506 6622 Kingspointe Parkway Orlando, FL 33819 Tel: (407) 816-9400 Fax: (407) 816-9300 No. Description Date 1/2" = 1'-0" 6/12/2008 10:32:04 AM C:\Documents and Settings\mb\My Documents\nvclc\NVCLC_foundation_mb.rvt F302 CONCRETE DETAILS NEW WORSHIP CENTER MB KI 06-04-2008 535-3581 F302 1/2" = 1'-0" F1 SECTION F1 F302 1/2" = 1'-0" F2 Section F2 F302 1/2" = 1'-0" F3 Section F3 F302 1/2" = 1'-0" F4 Section F4 F302 1/2" = 1'-0" F5 Section F5 F302 1/2" = 1'-0" F6 Section F6 F302 1/2" = 1'-0" F7 Section F7 F302 1/2" = 1'-0" F8 Section F8 F302 1/2" = 1'-0" F9 Section F9 F302 1/2" = 1'-0" F10 Section F10 F302 1/2" = 1'-0" F11 Section F11 F302 1/2" = 1'-0" F12 Section F12 F302 1/2" = 1'-0" F13 Section F13 F302 1/2" = 1'-0" F14 Section F14 F302 1/2" = 1'-0" F15 Section F15 F302 1/2" = 1'-0" F16 Section F16 F302 1/2" = 1'-0" F17 Section F17 1 PERMIT SET 04.25.08 1 ADDENDUM NO. 2 05.16.08 2 ADDENDUM NO. 4 05.30.08 3 ADDENDUM NO. 5 06.04.08 PERMIT SET 06.10.08