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HomeMy WebLinkAboutF3032' - 6" SEE PLAN DETAILS FOR REINF. IN PEDESTALS BEYOND #7 @ 12"c/c MAX. TOP TRANSVERSE 20 - #8 TOP LONGITUDINAL LAP SPLICE 7'-10" @ CENTERLINE OF COLUMNS 20 - #8 BOT. LONGITUDINAL LAP SPLICE 6'-0" @ MIDSPAN BTWN. COLUMNS #9 @ 12"c/c MAX. BOT. TRANSVERSE LEVEL 1 817'-7 5/8" SEE FOUND. PLAN FOR T/FOOTING EL. AND FOR FOOTING DIMENSIONS Level 1 817' - 7 5/8" 2' - 0" 2' - 0" 1' - 0" 2' - 0" 1' - 8" SEE SECTION F19 FOR REINFORCING 2' - 6" FTG. DRAIN #4 DOWELS @ 18"c/c. PROJECT 2'-0" ABOVE T/FOOTING #4 HORZ. @ 15"c/c E.F. GRANULAR BACKFILL #4 VERT. @ 18"c/c E.F. 8" #4 DOWELS @ 18"c/c TOP OF SLAB EL. VARIES SEE FOUND. PLAN FOR T/FOOTING EL. PIT LEVEL 808' - 7 5/8" Level 1 817' - 7 5/8" 2' - 6" 2' - 6" SEE FOUND. PLAN FOR T/WALL & T/FOOTING EL. #5 DOWELS @ 12"c/c SEE SECTION F19 FOR REINF. FTG. DRAIN #5 DOWELS @ 6"c/c. PROJECT 3'-6" ABOVE TOP OF FOOTING GRANULAR BACKFILL #5 VERT. @ 12"c/c #4 VERT. @ 18"c/c MIN. SPLICE LENGTH=2'-0" #4 HORZ. @ 15"c/c EA. FACE #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/ DWG'S BY GEM BUILDINGS. 2' - 6" 1' - 0" PIT LEVEL 808' - 7 5/8" Level 1 817' - 7 5/8" #5 DOWELS @ 12"c/c SEE SECTION F19 FOR REINF. EXCEPT AS NOTED 2' - 6" 2' - 6" #8 TOP & BOT. LONGITUDINAL IN ADDITION TO THOSE SHOWN IN SECTION F19 FTG. DRAIN #5 DOWELS @ 6"c/c PROJECT 3'-6" ABOVE TOP OF FOOTINGS GRANULAR BACKFILL #4 HORZ. @ 15"c/c EA. FACE #5 VERT. @ 12"c/c #4 DOWELS @ 18"c/c 2' - 0" 8" #4 VERT. @ 18"c/c PIT LEVEL 808'-7 5/8" P5 1' - 3" 1' - 3" 3' - 0" 3' - 0" 2' - 6" MIDSPAN BTWN. COLUMN SEE FOUND. PLAN FOR T/FOOTING EL. #20 - #8 BOT.- LAP 6'-0" @ MIDSPAN BTWN. COLUMN #9 @ 12"c/c BOT. 20 - #8 TOP LAP SPLICE 7'-10" @ CENTERLINE OF COL., EXCEPT BARS MUST BE CONTINUOUS @ LINE P5 #7 @ 12"c/c TOP SEE PLAN DETAILS FOR REINF. IN PEDESTAL BEYOND 2' - 6" 5' - 0" 3 2' - 6" 5' - 0" 5' - 0" 10 - #9 20 - #8 10 - #7 20 - #8 SEE PLAN DETAILS FOR REINF. IN PEDESTAL BEYOND SEE FOUND. PLAN FOR T/FOOTING EL. P8 SEE FOUND. PLAN FOR T/FOOTING EL. SEE PLAN DETAILS FOR REINF. IN PEDESTAL BEYOND 21 - #8 TOP-LAP SPLICE 7'-10" @ CENTERLINE OF COL., EXCEPT BARS MUST BE CONTINUOUS @ LINE P8 #7 @ 12"c/c TOP #9 @ 12"c/c BOT. 21 - #8 BOT.-LAP SPLICE 6'-0" @ MIDSPAN BTWN. COLUMNS 5' - 0" PIT LEVEL 808' - 7 5/8" Level 1 817' - 7 5/8" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 8" GALV. L3x3x1/4 W/ 2 - 1/2"Ø EXP. BOLTS, 2 1/4" MIN. EMBED ON 2 SIDES OF SUMP PIT. * VERIFY W/ ELEVATOR MANUFACTURER SUMP PIT 18" DEEP x 1'-3"x2'-6" #4 @ 12"c/c TOP & BOT. EA. WAY - TYP. 1' - 0" 6" FTG. DRAIN #4 HORZ. @ 12"c/c GRANULAR BACKFILL #4 DOWELS @ 18"c/c 8" 6" 4' - 0" * GALV. RECTANGULAR STEEL BAR GRATING W/ 1"x3/16" BEARING BARS @ 13/16"c/c & CROSS BARS @ 4"c/c #4 DOWELS @ 12"c/c PROJECT 2'-0" ABOVE T/FOOTING 1' - 0" GRANULAR BACKFILL FTG. DRAIN 2-#4 HORZ. 1' - 3" #4 DOWELS @ 18"c/c #5 HORZ. @ 12"c/c EA. FACE - TYP. @ NORTH, SOUTH & WEST ELEVATOR SHAFT FOUNDATION WALLS #4 VERT. @ 12"c/c EA. FACE 8" H4 4' - 4" 8" 3" COVER 6" 2-#7 BOT. #5 HORZ. @ 15"c/c EA. FACE #4 VERT. @ 18"c/c EA. FACE LEVEL 1 817'-7 5/8" 9" 9" NOTE: @ FOOTING BEYOND @ EACH END, PROVIDE (3) - #4 DOWELS EACH FACE. FROM FOOTING INTO GRADE BM. PROJECT 2'-0" ABOVE TOP OF FOOTING. GRADE BEAM SHALL BEAR ON A 6" CUSHION OF SOIL ON TOP OF EXIST. FOOTING. EXIST. FOOTING AC H4 3" COVER 1' - 4" 8" EXIST. FOOTING NOTE: @ FOOTING BEYOND @ EACH END PROVIDE (3) #5 DOWELS, EACH FACE FROM FOOTING INTO GRADE BM. 7-#7 BOT. 3-#5 TOP LEVEL 1 817'-7 5/8" 2" COVER TOP 1' - 6" 1' - 6" GRADE BM. SHALL BEAR ON A 6" CUSHION OF SOIL ON TOP OF EXIST. FOOTING 1.3 2" 5 - #7 TOP HOOK EA. END 2 - #7 BOT. SEE FOUND. PLAN FOR FOOTING SIZE & REINFORCING NOTE: @ SOUTH END GRADE BEAM SHALLEXTEND BEYOND THE END OF THE FOOTING AND BEAR ON A 6" CUSHION OF SOIL ON TOP OF THE EXIST. FOOTING #5 DOWELS @ 12"c/c EA. FACE COVER TOP LEVEL 1 817'-7 5/8" 1' - 4" 8" 1' - 6" 1' - 6" 4.8 2" COVER TOP 5 - #7 TOP #6 @ 12c/c EA. FACE #5 DOWELS @ 12"c/c EA. FACE SEE FOUND. PLAN FOR FOOTING SIZE & REINFORCING NOTE: @ SOUTH END GRADE BEAM SHALL EXTEND BEYOND THE END OF THE FOOTING AND BEAR ON A 6" CUSHION OF SOIL ON TOP OF THE EXIST. FOOTING 4' - 4" 8" 1' - 6" 1' - 6" LEVEL 1 817'-7 5/8" SEE PLAN DETAILS FOR REINFORCEMENT IN PEDESTAL BEYOND 2-#8 TOP #4 HOOKED DOWELS @ 12"c/c TOP & BOT. DRILL & EPOXY 6" INTO EXIST. CONCRETE 3" COVER 3" COVER 4 - #8 BOT. 3" COVER 6" 2' - 0" EXIST. FOOTING SEE FOUND. PLAN FOR T/FOOTING EL. LEVEL 1 817'-7 5/8" 3' - 0" 6" 1' - 6" #6 HORZ. @ 12"c/c E.F. #6 HORZ. @ 12"c/c E.F. #4 VERT. @ 15"c/c E.F. #4 @ 15"c/c 5-#5 CONTINUOUS #4 DOWELS @ 15"c/c 5' - 2" FTG. DRAIN GRANULAR BACKFILL #4 DOWELS @ 15"c/c E.F. SEE FOUND. PLAN FOR. T/LEDGE, T/WALL & T/FOOTING EL. 1' - 6" 1' - 2" 6" 1' - 0" DOVETAIL SLOTS @ 16" c/c. E.F. 4" 1' - 8" 4" #4 DOWELS @ 15"c/c 5-#5 CONTINUOUS #4 @ 15"c/c FTG. DRAIN GRANULAR BACKFILL #4 DOWELS @ 15"c/c PROJECT 2'-6" ABOVE T/FOOTING E.F. #4 VERT. @ 15"c/c E.F. #6 HORZ. @ 12"c/c E.F. #4 VERT. @ 15"c/c 1' - 6" SEE FOUND. PLAN FOR T/LEDGE, T/WALL & T/FOOTING EL. SECTION F32 1' - 0" 1' - 6" 5' - 4" DOVETAIL SLOTS @ 16" c/c. E.F. Y Y2 1' - 6" 1' - 10" 3' - 4" 2' - 8" 10" METAL STUD 10" 10" CMU EXTERIOR FACE OF STUD TO ALIGN WITH STUDS EAST OF LINE G. EXTERIOR 4" CMU MUST BE TIED TO 10" CMU. 10" CMU MUST BE TIED TO STUDS EXTERIOR 4" CMU MUST BE TIED TO 10" CMU. #5 VERT. @ 15" c/c E.F. #6 HORZ. @ 10" c/c E.F. 1' - 0" 6' - 4" 1' - 6" #5 DOWELS. @ 15" c/c E.F. PROJECT 3'-0" ABOVE T/FOOTING 1' - 6" 7- #5 CONTINUOUS 1' - 8" 1' - 2" DOVETAIL SLOTS @ 16" c/c. E.F. Y 4" 10" 4" 1' - 0" 1' - 6" 1' - 6" 4' - 6" #4 VERT @ 4'-0" c/c CENTER REINF. IN CELLS OF CMU & GROUT REINFORCED CELLS SOLID FULL HEIGHT MIN. LAP SPLICE = 2'-0" 2' - 0" #4 VERT @ 15" c/c E.F. W/ #4 DOWELS @ 15" c/c E.F. PROJECT DOWELS 2'-0" ABOVE T/FOOTING. 5-#5 CONTINUOUS FOOTING DRAIN 1' - 8" 2' - 0" DOVETAIL SLOTS @ 16" c/c. E.F. 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 10:34:00 AM C:\Documents and Settings\mb\My Documents\nvclc\NVCLC_foundation_mb.rvt F303 CONCRETE DETAILS NEW WORSHIP CENTER MB KI 06-04-2008 535-3581 F303 1/2" = 1'-0" F19 Section F19 F303 1/2" = 1'-0" F20 Section F20 F303 1/2" = 1'-0" F21 Section F21 F303 1/2" = 1'-0" F22 Section F22 F303 1/2" = 1'-0" F23 Section F23 F303 1/2" = 1'-0" F24 Section F24 F303 1/2" = 1'-0" F25 Section F25 1 PERMIT SET 04.25.08 F303 1/2" = 1'-0" F18 Section F18 1 ADDENDUM NO. 2 05.16.08 F303 1/2" = 1'-0" F26 Section F26 F303 1/2" = 1'-0" F27 Section F27 F303 1/2" = 1'-0" F28 Section F28 F303 1/2" = 1'-0" F29 Section F29 F303 1/2" = 1'-0" F30 Section F30 2 ADDENDUM NO. 3 05.23.08 3 ADDENDUM NO. 5 06.04.08 F303 1/2" = 1'-0" F31 Section F31 F303 1/2" = 1'-0" F32 Section F32 F303 1/2" = 1'-0" F33 Section F33 F303 1/2" = 1'-0" F34 Section F34 PERMIT SET 06.10.08