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BASE PLATE BY METAL BLDG. MFR. 1 —0 1/2 CANOPY COLUMN (SEE SITE PLAN), /
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11" (1) #5 CONT. TOP EL. —0'-4" W/ #6 ® 24" O.C.
6" THICK CONC. SLAB, 4" THREADED 6" THICK CONC. SLAB, 6" THICK CONC. SLAB, \ (ALL CELLS GROUTED SOLID)
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(SEE PLAN) PROJECTION (SEE "PARTIAL PLAN AT LOADING (SEE "PARTIAL PLAN AT LOADING 11 1'-1" z
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(STEP AS REQUIRED)
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5 SECTION @LOADING DOCK / TRUCK WELL
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CANOPY COLUMN CANOPY COLUMN
FOOTING
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(4) ANCHOR BOLTS x 42" LONG, (4) ANCHOR BOLTS x 48" LONG,
CANOPY COLUMN (SEE MTL. BLDG. MFR. DRAWINGS CANOPY COLUMN (SEE MTL. BLDG. M . O
BY MTL. BLDG. MFR. FOR DIAMETER & SPACING) BY MTL. BLDG. MFR. FOR DIAMETER & SPACING)
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Digitally signed by Allen Wieder,
PE FL 43444
❑
Allen Wileder, DN:cn=Allen Wieder, PE FL 43444,
o=Wieder Engineering, Inc,ou,
PE FL 43444 email=awieder@wiederengineerin
g.com,c=US LL
Date:2021.05.06 15:52:26-04'00' N Lo
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wic9czpp 11 ineepin inc. o Q
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STRUCTURAL ENGINEER z z b m
11718 SE FEDERAL HWY #373 Lic #28036 (772) 546-5823 m a) ❑ No
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HOBE SOUND, FL 33455 FAX: (772) 545-3734 W 0 a O