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HomeMy WebLinkAboutS2-1 - Foundation Plan.pdf A D F H 23 I J K L 578 10 11 B E G 4619 X Y 10' -0" 15' -10" 2' -6" 5' -8" 8" 16' -8" 3' -4" 19' -4" 19' -8" 36' -6" 8' -0" 16' -8" 2' -8" 17' -0" 2' -8" 18' -8" 19' -8" 14' -0" 22' -8" 14' -0" 136' -0" 130' -2" 8' -11 7/16" 5' -0 9/16" P1 F3 P1 F3 P1 F3 P1 F1 P1 F1 P1 F1 P1 F1 P1 F2 P2 F2 P1 F4 P1 F4 P1 F4 P1 F4 P2 F8 P2 F8 P2 F8 P2 F8 P2 F8 P2 F8 P2 F8 P2 F8 P2 F8 P2 F8 P2 F8 P2 F8 P2 F8 P2 F8 P2 F8 P1 F4 P2 F7 P2 F7 P2 F7 P2 F9 P3 F10 P3 F10 P1 F3 P1 F3 P2 F3 P2 F3 P1 F5 P1 F5 P2 F3 P2 F3 P2 F6 P2 F6 1' -8" 1' -8" 1' -8" 1' -8" 1' -8" 1' -8" 61' -0" 16' -4" 40' -0" 43' -4" 10' -0" 67' -4" 19' -8" 1' -8" 1' -8" 24' -8" 20' -0" 19' -4" 19' -8" 1' -8" 28' -0" 16' -4" 24' -8" 17' -4" 1' -8" 1' -8" 1' -8" 1' -8" 1' -8" 2 S3.1 1 S3.1 1 S3.1 1 S3.1 2 S3.1 1 S3.1 2 S3.1 3 S3.1 R 16' -4" 36° TYP. 2' -1" 2 S3.1 2 S3.1 3' -5" 1 S3.1 2' -4" 22' -8" 1' -8" ELEVATION=100'-0" TOP OF FLOOR SLAB 4" CONCRETE FLOOR SLAB W/6x6 W1.4xW1.4 W.W.F. OVER 4" COMP. #53 DRAINAGE FILL & VAPOR BARRIER. 1 S3.1 1 S3.1 1 S3.1 1' -8" 3' -2" 1' -8" 1 S3.1 R 18' -0" 2' -2" 5 S3.1 4 S3.1 2' -2" 35' -4" 2' -4" P4 F12 P4 F12 P4 F12 TYP. 22.5° R 22' -0" P4 P4 F11 F11 11 1/2" 5' -10" 5' -0 9/16" F13 F13 P5 11 1/2" 11 1/2" P5 JAMES R. KRATZAT ARCHI TECTREGISTERED19500182 STATE OF I I NDA AN No. COMMISSION NUMBER DATE SHEET NUMBER SHEET TITLE The concepts, ideas, designs, plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created, developed and presented for use on this specific project. None of the concepts, ideas, designs, plans, and details shall be used by any person, firm, or corporation for any purpose whatsoever, without the expressed written consent of MSKTD & Associates, Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project. 1715 MAGNAVOX WAY FORT WAYNE, IN 46804 voice 260.432.9337 fax 260.436.2402 930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 fax 317.822.6236 http://www.msktd.com ARCHITECTURE ENGINEERING INTERIOR DESIGN CERTIFICATION MSKTD 5629 BUILD 65076 CONSTRUCTION SET 3-21-11 3/18/2011 1:19:02 PM 100 W 96th St Indianapolis, Indiana 46290 S2.12-11-11 Indianapolis North Foundation Plan Lake City Bank 1/8" = 1'-0" Foundation Plan FOOTING SCHEDULE MARK SIZE BOTT./FTG. EL. REINF. PIER DWLS. F1 6'-0"X6'-0"X1'-4" 95' -0" (7) #5 EACH WAY (8) #8 F2 5'-6"X5'-6"X1'-4" 95' -0" (6) #5 EACH WAY (8) #8 F3 5'-0"X5'-0"X1'-4" 95' -0" (6) #5 EACH WAY (8) #8 F4 4'-8"X4'-8"X1'-4" 95' -0" (5) #5 EACH WAY (8) #8 F5 4'-0"X4'-0"X1'-4" 95' -0" (4) #5 EACH WAY (8) #8 F6 3'-0"X3'-0"X1'-4" 95' -0" (4) #5 EACH WAY (8) #8 F7 5'-0"X5'-0"X1'-4" 95' -4" (6) #5 EACH WAY (8) #8 F8 4'-8"X4'-8"X1'-4" 95' -4" (5) #5 EACH WAY (8) #8 F9 5'-6"X5'-6"X1'-4" 95' -4" (6) #5 EACH WAY (8) #8 F10 5'-0"X5'-0"X1'-0" 95' -0" (6) #5 EACH WAY (8) #8 F11 4'-0"X7'-0"X1'-4" 95' -0" (5) #5 L.W., (8) #5 S.W. (14) #8 F12 4'-0"X6'-0"X1'-4" 95' -0" (5) #5 L.W., (7) #5 S.W. (14) #8 F13 3'-0"X3'-0"X1'-4" 95' -0" (4) #5 EACH WAY (4) #8 PIER SCHEDULE MARK SIZE T/PIER ELEV. REINF. TIES ANCHOR BOLTS REMARKS P1 24"X24" 99'-0" (8) #8 #3@12" (2 SETS) (4) 1 1/4"Ø SEE DETAIL P2 24"X24" 99'-4" (8) #8 #3@12" (2 SETS) (4) 1 1/4"Ø SEE DETAIL P3 24"X24" 100'-0" (8) #8 #3@12" (2 SETS) (4) 1 1/4"Ø SEE DETAIL P4 20"X40" 100'-0" (14) #8 #3@12" (6) 1"Ø SEE DETAIL P5 16"X16" 99'-4" (4) #8 #3@12" (4) 3/4"Ø Revisions: Date: By: