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HomeMy WebLinkAboutF2016-#7 EA. WAY 7-#7 EA. WAY MARK SIZE REINFORCING BOTTOM DESIGN SOIL BEARING PRESSURE=2,750PSF f'c=3KSI Fy=60KSI FOOTING SCHEDULE 3'-0"x3'-0"x12" 3'-6"x3'-6"x12" 4'-0"x4'-0"x12" 4'-6"x4'-6"x12" 5'-0"x5'-0"x12" 5'-6"x5'-6"x14" 6'-0"x6'=0"x15" 6'-6"x6'-6"x16" 7'-0"x7'-0"x17" 7'-6"x7'-6"x19" 8'-0"x8'-0"x20" 8'-6"x8'-6"x21" 9'-0"x9'-0"x23" 9'-6"x9'-6"x24" 10'-0"x10'-0"x25" 10'-6"x10'-6"x26" 11'-0"x11'-0"x27" 6-#6 EA. WAY 6-#6 EA. WAY 6-#5 EA. WAY 5-#5 EA. WAY 4-#5 EA. WAY 3-#4 EA. WAY 6-#8 EA. WAY 7-#8 EA. WAY 8-#8 EA. WAY 9-#8 EA. WAY 8-#9 EA. WAY 9-#9 EA. WAY 9-#9 EA. WAY 10-#9 EA. WAY 8-#10 EA. WAY 9'-0"x9'-0"x23" 8 - #9 EA. WAY BOT. 9 - #5 EA. WAY TOP 10'-0"x10'-0"x25" 9 - #9 EA. WAY BOT. 10 - #5 EA. WAY TOP 30 36 40 46 50 56 60 66 70 76 80 86 90 96 100 106 110 90A 100A 8'-0"x8'-0"x30" 8-#8 EA. WAY 7'-0"x10'-0"x30" 7- #9 BOT. LONG 9- #9 BOT. SHORT 4'-0"x2'-0"x42" 80A 710 42 3- #6 BOT. LONG 6- #6 BOT. SHORT 43 4'-0"x3'-0"x42" 5- #6 BOT. LONG 6- #6 BOT. SHORT 50A 5'-0"x5'-0"x42" 8-#6 EA. WAY 0.4 0.8 1 1.5 2 2.4 2.6 2.8 3 3 3.3 3.6 3.8 4 2.3 4 4.1 4.4 4.6 5 H1 H1.5 H2 H2 H3 H3 H4 H5 X X1 Z P P O O N 1.3 2.1 2.2 4.2 4.3 4.8 M H1.8 H3.1 S W AD AD A1 A3 A4 A6 A7 A9 A10 A11 A12 AC X2 X3 X4 X5 X6 X7 X8 X9 X10 S3 S4 S5 J J1 J2 C M1 M2 M3 M4 N1 N2 N3 N4 B P1 P2 P4 P6 P7 P9 P3 P5 P10 L1 L2 L3 P8 L4 Z1 Z2 Z3 Z4 G T3 T4 T5 E F S2 H3.2 H3.2 Z5 A2 8 3/4" 1' - 0" 61/8" T/L 809' - 7 5/8" T/W 811' - 7 5/8" T/W 811' - 7 5/8" T/F 806' - 7 5/8" 8" T/W 820' - 8 5/8" T/W 817' - 2 5/8" T/W 807' - 11 5/8" T/F 804' - 7 5/8" T/F 804' - 7 5/8" T/F 804' - 7 5/8" T/F 806' - 7 5/8" T/F 806' - 7 5/8" T/F 806' - 7 5/8" T/F 806' - 7 5/8" T/F 806' - 7 5/8" T/F 806' - 7 5/8" T/F 806' - 7 5/8" T/F 806' - 7 5/8" T/F 806' - 7 5/8" T/ PIT SLAB 804' - 7 5/8" T/F 806' - 7 5/8" T/W 816' - 11 5/8" T/F 806' - 7 5/8" T/F 808' - 7 5/8" T/W 817' - 7 5/8" T/EX. F 815' - 1 5/8" T/L 812' - 11 5/8" T/F 812' - 7 5/8" 90A A1 50 X 50 X 50 X 100 X X X 66 X 66 X 66 X 66 X 60 X 56 X 100 X C1 90A B1 66 Z 60 X 50 H1 56 G1 46 Y 46 Y 36 A M 50A W1 46 Y T/L 809' - 7 5/8" T/W 811' - 7 5/8" T/L 810' - 3 5/8" T/W 813' - 7 5/8" T/F 806' - 7 5/8" T/W 811' - 7 5/8" T/L 809' - 7 5/8" T/W 817' - 7 5/8" T/F 811' - 7 5/8" T/W 817' - 7 5/8" T/EX. F 815' - 1 5/8" T/F 814' - 1 5/8" T/L 815' - 7 5/8" T/F 811' - 7 5/8" T/L 812' - 11 5/8" T/F 812' - 7 5/8" T/F 810' - 7 5/8" T/W 817' - 7 5/8" T/F 806' - 7 5/8" Y2 Y T/F 806' - 7 5/8" T/L 809' - 7 5/8" T/W 811' - 7 5/8" T/F 810' - 7 5/8" T/W 807' - 11 5/8" T/W 812' - 11 5/8" T/W 807' - 11 5/8" 5' - 3" 4' - 9" T/F 806' - 7 5/8" 60 F1 60 F1 46 A 46 A 36 A 50 G 46 A 46 H 80 K 50 O 50 H1 36 G1 36 G1 T/F 810' - 1 5/8" 46 T 46 D 46 D 46 D 50 P1 100A N1 30 B 50 C 56 C 56 B 56 C 56 C 40 B 30 50 B C 50 C 36 B 6 1/8" 1' - 0" 1' - 0" 6" 4' - 0" 4' - 0" 4' - 0" 2' - 6" 6' - 0" 6' - 0" 6'-0" 6' - 0" 6' - 0" T/F 806' - 7 5/8" 1' - 0" 6" 6'-0" 50 R 50 F 36 S 36 E 4' - 0" 4' - 0" 4' - 0" T/F 812' - 7 5/8" 5' - 0" T/F 806' - 7 5/8" T/F 804' - 7 5/8" T/F 809' - 7 5/8" T/F 807' - 7 5/8" 50 V1 56 U1 T/F 806' - 7 5/8" 66 S1 46 W T/L 808' - 3 5/8" 2' - 0" TYP. 9' - 0" TYP. 50 Y T/L 812' - 11 5/8" T/L 814' - 3 5/8" T/EX. F 812' - 1 5/8" 8' - 4" * 7 1/2" 8" T/W 807' - 11 5/8" T/EX. F 816' - 11 5/8" T/EX. F 816' - 11 5/8" T/F 810' - 7 5/8" T/F 805' - 7 5/8" T/F 811' - 7 5/8" T/F 808' - 7 5/8" 46 B 36 B 40 A 40 L 2' - 6" T/F 804' - 7 5/8" 7' - 10 3/4" * 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 8' - 4" 1' - 0" T/F 806' - 7 5/8" T/F 808' - 7 5/8" T/F 806' - 7 5/8" 2' - 10 3/8" T/L 812' - 11 5/8" 1' - 0" 5 1/8" 2' - 8 3/8" 6" 1' - 0" 2' - 6" 1' - 0" 1' - 0" 1' - 0" 39' - 0" 6" 6" 6" 6" 12' - 6" T/PIT SLAB 804' - 7 5/8" 40' - 5" 6" 6" 36 X T/F 806' - 7 5/8" 3' - 9" 3' - 9" 3' - 9" 3' - 9" 76 O1 T/W 832' - 1 5/8" 7' - 11" 6" 6" T/W 817' - 2 5/8" T/W 816' - 11 5/8" T/W 816' - 11 5/8" T/W 817' - 2 5/8" T/W 816' - 11 5/8" 1' - 0" T/W 816' - 11 5/8" T/W 817' - 2 5/8" T/L 808' - 3 5/8" T/L 812' - 11 5/8" T/F 810' - 7 5/8" F1 F302 F2 F302 F3 F302 F4 F302 F5 F302 F6 F302 F7 F302 F8 F302 F9 F302 F10 F302 F12 F302 F13 F302 F14 F302 F17 F302 F18 F303 T/PIT SLAB 804' - 7 5/8" F16 F302 F20 F303 F21 F303 F22 F303 F15 F302 F11 T/W 817' - 7 5/8" F302 T/W 816' - 11 5/8" T/W 816' - 11 5/8" 6'-0" 90A M1 F19 F303 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 9' - 0" 2' - 0" 9' - 0" 2' - 0" 9' - 0" 2' - 0" 9'-0" TYP F23 F303 F24 F303 F25 F303 4' - 6" 5' - 3" 6" LEDGE TYP LINE X. T/F 806' - 7 5/8" 6" LEDGE 4" LEDGE 1' - 2" 1' - 0" 6" LEDGE 1' - 2" 4" LEDGE 6" LEDGE FOOTING 26" THICK W/ 19 #9 BOT. NORTH-SOUTH & 17-#9 BOT. EAST-WEST FOOTING 20" THICK W/ 8-#8 BOT. LONG & 12-#8 BOT. SHORT JJ FOOTING 20" THICK W/ 8-#8 BOT. LONG & #8 @ 12"C/C BOT. SHORT 1' - 0" 1' - 0" 4" LEDGE TYP. UNLESS NOTED 1' - 2" 6" TYP. UNLESS NOTED FND. WALL TYP. UNLESS NOTED. K1 L1 Y Y Y T1 R1 Q1 36 U Y1 Y V A2 Y Y Y Y A2 Y Y Y A2 Y Y A2 Y D1 50 E1 N JJ X X X X P Q 710 Z1 F1 F302 F1 F302 T/F 811' - 7 5/8" F1 F302 F1 F302 F8 F302 F4 F302 F9 F302 1 2 2 F14 F302 80 J 3 3 3 8" 6" 2' - 6" X1 Z1 T/F 812' - 7 5/8" 2' - 9" 3 T/F 812' - 7 5/8" 42 Z1 Y 43 80A 43 Z1 T/F 812' - 7 5/8" 1' - 7" 8' - 0" 4' - 0" 4' - 0" 1' - 7" 7' - 0" 5' - 0" 5' - 0" T/F 815' - 7 5/8" T/F 815' - 7 5/8" EXIST. FOOTING EXIST. FOOTING EXIST. 12" CMU FOUND. WALL REMOVE AS REQ'D. TO PLACE NEW PEDESTAL EXIST. 7 1/2" CONCRETE FOUND WALL TO REMAIN. REMOVE EXIST BRICK ON NORTH SIDE OF WALL AS REQ'D TO PLACE NEW GRADE BEAM & PEDESTAL T/F 815' - 7 5/8" F24 F303 90.00° F24 F303 SIM. SIM. F26 F303 F27 F303 F28 F303 F29 F303 2.25 4.15 T/F 815' - 1 5/8" T/F 812' - 1 5/8" F30 F303 H6 T/F 812' - 1 5/8" 30 Y 2' - 6" 2' - 0" 12" THICK FTG. W/ 4-#6 LONG & 6-#6 SHORT 1' - 0" L L F30 F303 3' - 9" 3' - 9" 3' - 9" 3' - 9" F15 F302 SIM. Y Y 1' - 6" 1' - 6" 1' - 6" 1' - 6" 7' - 0" 7' - 0" 2' - 0" 5' - 0" 6' - 0" 7' - 0" 7' - 0" 2' - 0" 6' - 0" 5' - 0" 3' - 0" 3' - 0" 9" 9" 3' - 0" 3' - 0" 1' - 6" 1' - 6" 1' - 0" LEDGE T/W 811' - 7 5/8" F31 F303 LEDGE LEDGE F32 F303 T/F 806' - 7 5/8" F31 F303 SIM. T/L 812' - 11 5/8" 4" LEDGE 6" LEDGE 6" LEDGE T/F 808' - 7 5/8" 1' - 6" 4" LEDGE 4" LEDGE LEDGE 4" T/L 810' - 11 5/8" T/W 812' - 11 5/8" 2' - 2" 6" 1' - 8" 2' - 2" 6" T/L 808' - 3 5/8" T/W 812' - 11 5/8" T/L 810' - 11 5/8" T/L 812' - 11 5/8" T/W 817' - 7 5/8" 4" 3' - 4" LEDGE T/L 811' - 7 5/8" T/L 808' - 3 5/8" 2' - 4" SIM. T/F 808' - 7 5/8" T/W 817' - 7 5/8" F33 F303 F34 F303 T/W 817' - 7 5/8" 2' - 4" 4" - - INDICATES PLAN DETAIL - SEE DRAWING F304 FOR DETAILS A TO Z AND A1 TO N1. SEE DRAWING F301 FOR DETAILS O1 TO Z1 & A2. INDICATES FOOTING - SEE FOOTING SCHEDULE THIS SHEET VERIFY DIMENSIONS WITH ARCHTICTURAL DRAWINGS VERIFY DIMENSIONS WITH ELEVATOR MANUFACTURER SEE DRAWINGS F301 FOR TYPICAL CONCRETE DETAILS SEE DRAWINGS F301 FOR GENERAL NOTES DO NOT BACKFILL WALLS UNTIL LEVEL 1 FLOOR STRUCTURE IS INSTALLED & SLAB IS CURED. TYPICAL AT WALLS ADJACENT TO LINES O & L, BETWEEN P7 & L4. NOTES: 1 - PLAN NOTES: SEE DRAWING S150 BY GEM BUILDINGS FOR ALL DIMENSIONS NOT SHOWN. 2 - SEE SECTION F12 FOR WALL REINFORCING AND FOOTING SIZE AND REINFORCING. CONTRACTOR SHALL PROVIDE PERMANENT SHORING TO SUPPORT THE NEW EXCAVATION AND THE EXISTING BUILDING STRUCTURE SO THAT THE NEW BUILDING STRUCTURE CAN BE CONSTRUCTED. ENGINEERED SEALED DESIGN DRAWINGS SHALL BE SUBMITTED. 3 - - SEE DRAWINGS S150 AND S151 BY GEM BUILDINGS FOR COLUMN ANCHOR BOLT QUANTITY, SIZES AND LAYOUT. SEE DRWG. F301 FOR TYPICAL ANCHOR BOLT DETAIL 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 As indicated 6/12/2008 10:11:45 AM C:\Documents and Settings\mb\My Documents\nvclc\NVCLC_foundation_mb.rvt F201 FOUNDATION PLAN NEW WORSHIP CENTER MB MB 06-04-2008 535-3581 N F201 1/8" = 1'-0" 1 FOUNDATION PLAN 1 PERMIT SET 04.25.08 1 ADDENDUM NO. 2 05.16.08 2 ADDENDUM NO. 3 05.23.08 3 ADDENDUM NO. 4 05.30.08 4 ADDENDUM NO. 5 06.04.08 PERMIT SET 06.10.08