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HomeMy WebLinkAbout54COPYRIGHT Aspen Group, Inc. © 2009 +94'-4" FOUNDATION PLAN - AREA "E" 1/8" = 1'-0" (I PLAN NORTH TRUE NORTH nn" ' "A" "B" EXISTING KEYPLAN W 00 O COLUMN SCHEDULE MARK SIZE BASE PLATE U rn DRAWN BY: ~ C3 HSS3x3x1/4 BASE PLATE - SEE 7/S-202 C' C5 HSS5x5x5/16 BASE PLATE - SEE 4/S-501 W r C6 HSS6x6x3/8 BASE PLATE - SEE 4/S-501 O n N C8 HSS8x8x1/2 BASE PLATE - SEE 4/S-501 O C8A HSS8x8x1/2 BASE PLATE - SEE 22/S-501 C12B HSS12x12x5/8 BASE PLATE - SEE 17/S-501 C14 HSS14x14x5/8 BASE PLATE - SEE 4/S-501 Ua C14B HSS14x14x5/8 BASE PLATE - SEE 17/S-501 0- C18 W 18x76 BASE PLATE - SEE 1/S-506 FOOTING SCHEDULE - 2400 PSF SOIL BEARING f = 3000 psi FTG MARK L W THK REINFORCING (GRADE 60) LID � Z' F4 4'- 0" 4'- 0" 1'-3" 5 - #5 EA WAY F4-6 6'- 0" 4'- 0" 1'-3" LONG; 7-#6 LAT —5-#6 F5 5'- 0" 5'- 0" 1'-3" 6 - #5 EA WAY F6 6'- 0" 6' - 0" 1'-3" 7 - #6 EA WAY F6-10 6' - 0" 10' - 0" 1'-3" 7 - #8 LONG; 11 - #8 LAT F6A 6'- 0" 6' - 0" 2'-6" 7 - #6 EA WAY F7 7' - 0" 71-01, 1'-4" 8 - #6 EA WAY F7A 7'- 0" T- 0" 1'-4" 8 - #6 EA WAY TOP & BOTT F10 10' - 0" 10' - 0" 2'-0" 11 - #8 EA WAY a� `n FOUNDATION PLAN - AREA "E" 1/8" = 1'-0" (I PLAN NORTH TRUE NORTH nn" ' "A" "B" EXISTING KEYPLAN \\\1\illlllll///� \\\ G i No. �.. 870268 o .. STATE OE .: w N A L /'�///IIIIII1111``\ SEAL: W 00 O Q V U rn DRAWN BY: ~ DH C' U W r O O n N O i= o w Ua 0- w Q LID � Z' Z LQ Q) U Z O n' W co = F- a� `n z < Q a) c rn z _D O w Fn O o U O E I— a � z CV o � U O >� o w C o > w m o M H Q o 1. lbj z \\\1\illlllll///� \\\ G i No. �.. 870268 o .. STATE OE .: w N A L /'�///IIIIII1111``\ SEAL: W 00 O Q V U rn DRAWN BY: ~ DH U r U W r O O n N O \\\1\illlllll///� \\\ G i No. �.. 870268 o .. STATE OE .: w N A L /'�///IIIIII1111``\ SEAL: FILE NAME: 00 O DATE: 4-13-10 DRAWN BY: DH SHEET: S-105 U O z w i= o w Ua 0- w Q LID � J Z LQ Q) w Z O n' W co = F- < Q a) c rn z _D O w o U O O O CV FILE NAME: DATE: 4-13-10 DRAWN BY: DH SHEET: S-105 LEI PROJECT #: 0954