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20-209
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20-209
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Last modified
3/2/2022 9:56:41 AM
Creation date
3/2/2022 9:56:40 AM
Metadata
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Building Department
Company Name
CENTERSTATE BANK OF FLORIDA
Building Department - Doc Type
Permit
Permit #
20-209
Building Department - Name
CENTERSTAE BANK OF FLORIDA
Address
6930 GALL BLVD
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NNPAD <br /> TO CONCRETE(3 KSI MIN.) PPEEAANK ty�O <br /> TAPC"N,6"FROM ENDS @ 12"O.C.MAX.W/1 <br /> EMBED.AND 2"MIN.EDGE DISTANCE <br /> "HIGH WIND"ALUMINUM CARPORT/CANOPY FREE STANDING CONFIGURATION TOASTMC90GROUTFILLEDBLOCK(1.SKSIMIN.) tp �� plg <br /> yl"ELCO ULTRACON OR EQUIV.,6"FROM ENDS @ 6"O.C. ` <br /> MAX.W/1"EMBED.AND 3%"MIN.EDGE DISTANCE <br /> g TO TVOOD(SY1#2 Gl-M MIN.) <br /> #14 WOOD SCREWS,6"FROM ENDS @ 8"O.C.MAX.W/ AL OF 1 P RMT-UN <br /> l[/"EMBED.AND 3/q"MIN.EDGE DISTANCE NOTICE:IF PHIS SHEET DOES <br /> 3 NOT CONTAI&ENGINEER SEAL: <br /> 2"x2"x/Is"ANGLE CAN BE IF <br /> THERCISADIGML <br /> � / / ORIENTED EITHER WAY.IF SIGNATURE ON SHEET I,THIS <br /> L L__ i ORIENTED AS THE DASHED LINE, SHEET IS PART OF DIGITALLY <br /> / /'/ SIGNED FILE,SHALL REMAIN IN <br /> FASTEN ANGLE TO U-HEADER W/ DIGITAL FORMAT,A PRINTED <br /> COPIESOP THIS DDQINENT <br /> 21)O.CMAAX10 SS TEK SCREW @ ARE NOT CONSIDERED SIGNED <br /> O❑ / / //' AND SEALED.IF THERE IS NO <br /> DIGITAL SIGNATURE ON SHEET I <br /> W F \ x // OR THIS SHEET DOES NOT <br /> Q CONTAIN AN ENGINEER'S <br /> F ORIGINAL SIGNATURE&SEAL, <br /> CEO .. mw / / '//Cw O 0 X� /' 1 rHls SHEET Is A cow Dwu-T. <br /> Irk -MLLIU, LpN <br /> 7 5 jj <br /> WOa " <br /> (2)%")0/4"410 SS TEK SCREW W/NEOPRENE <br /> WASHER PER PAN,SCREWS CAN BE ORIENTED IN O W J•�i Q w <br /> EITHER DIRECTION C>LL Y+I <br /> r -- iH <br /> THIS 2"X2"x�R"ANGLE CAN BE ATTACHED FROM Q W=S > W¢ <br /> " D <br /> ------------ ---------- ----------- ------------ BENEATH AS Y OTHERS t Q w LL <br /> DASHED LINE i <br /> L _ L_—J J L__J HOST STRUCTURE,B RS m u m'D E Z <br /> 0 1 D 9 C-C SECTION <br /> 2 1/4" 4'-6"MAX. 4'-6"MAX. 4'-6"MAX. J.ri O o W <br /> rc <br /> 2 1/'�T,2 1/4— 4'-"MAX. 4'-"MAX. 4'-TMPAX. TYP. TYR TYP. Y 3 w F <br /> CARPORT/CANOPY PLAN VIEW CARPORT/CANOPY ELEVATION VIEW (s)y,"��" W <br /> 410 SS TEK LL.+Oa w <br /> SCREW W/ - o <br /> NEOPRENE (2)1/A^X3/^410 SS --I <br /> WASHER TEK SCREW W/ 1 r as <br /> m NEOPRENE 'p <br /> n WASHER PER PAN (n p LL Z w <br /> "HIGH WIND"ALUMINUM CARPORT/CANOPY HOST ATTACHED CONFIGURATION J T774- SCREW3W/NEOPRENE Q 5�^o <br /> POST WASHER i— m m g z <br /> E NOTCHED W 0 <br /> HOST STRUCTURE,BY AT BEAM 3 <br /> a 5 6 7 C �OTHERS LOCATIONS D-D SECTION w <br /> 7 — - -- LIJv3 <br /> C <br /> Q <br /> (1)1�"DRAIN < <br /> a 9 D 10 HOLE W/POP W <br /> RIVET DEFLECTOR, <br /> 3ff 00 TYP. <br /> X FF 'a ig <br /> w0� <br /> �OLLO <br /> w� v a ¢O z a {gtl <br /> 0 m f rg 5 <br /> D. da <br /> OJ ^ c m eall 9"SQ.(TOP)x 10" <br /> SQ.(BTM.)x 18" , <br /> D v a DEEP BLOCKOUT � <br /> M <br /> F- ° FILLED W/GROUT r S i <br /> / T1/19'-0-1"MAX. <br /> d C KSI-MIE FOOTING �d a (3 KSIMIN:)W/ <br /> 2 1 4" 9'-0"MAX.TYP. 2 TYP. (12).#5 VERTICAL GOMIGHT ENGINEER:NG EXPRESS• <br /> .. REBAR.(3 PER SIDE) 17-5515 <br /> AND#4 TIES @ 12 <br /> CARPORT/CANOPY PLAN VIEW -CARPORT/CANOPY ELEVATION VIEW i 2'-6"SQ, 0.C' SCALE;NTS UNLESS NOTED <br /> CONCRETE FOOTING <br />
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