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6154 FORT KING RD
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6154 FORT KING RD
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Last modified
8/30/2011 9:44:20 AM
Creation date
8/30/2011 9:34:29 AM
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Building Plans
Street #
6154
Location
FORT KING RD
Contractor
G.L. STEVE CONSTRUCTION
Description
STEEL BUILDING
Owner
SUN STATE ALUMINUM
Building Plans - Permit #
BIN E-1 PERMIT 0372B
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E LE c - rRIC ` <br />3 - #5 BAR CONTINUOUS <br />1 - #5 BAR AT 16" O.C. <br />FIRE WALL <br />N. T. S. <br />8" CONCRETE BLOCK WALL <br />J <br />J <br />Q <br />w <br />Y <br />0 <br />m <br />N <br />w <br />U <br />u <br />MIRROR <br />18 "x30" <br />PAPER TOWEL SOAP <br />DISPENSER DISPENSER <br />3' -6 <br />P T TYF <br />Lj Q <br />o <br />d N I co r <br />GRAB BARS <br />W /PEENED SURFACE <br />- TOILET TISSUE <br />DISPENSER <br />2' -0" I 1 18 "� <br />MIN, MIN, <br />TYPICAL LAVATORY ELEVATION <br />N. T. S, <br />STEEL SF-'EATHING <br />STEEL FRAMING <br />NOTE; <br />"Z" BARS SUPPORTING METAL <br />SHEATHING SHALL BE MODIFIED <br />AT DOOR AND WINDOW OPENINGS. <br />R � <br />METAL ROOF a a <br />OF OVERHANG <br />(MODIFIED) <br />M OFFICE <br />16" TJI JOISTS ® 16" O.C. <br />ATTACHED TO SUPPORT <br />BEAMS <br />8" STEEL BEAM WELDED R <br />TO STEEL COLUMNS I o <br />� � I <br />FASTEN TO BOLTS � I I I f I = OFFICE <br />IN CONCRETE PIERS -- <br />OFFICE <br />c° ( '� '1 S OL TREATED FOR <br />16 I TERMITE PROTECTION <br />EACH WAY <br />2 #5 CONT. 2 # CON T <br />I <br />3" MIN. COVER I I <br />CONCRETE PIER STEEL POSTS <br />TYPICAL, SECTION <br />SCALE 1/4 <br />30' -0" <br />�� <br />6 <br />HANDRAIL <br />' <br />8 STEEL BEAM <br />tr <br />,5' � CLEAR I -° <br />SP* C (MIN) <br />LAVA <br />3s� 24 "x 24 "x 12" thk. <br />8" STEEL BEAM PAD UNDER ALL <br />STEEL POSTS <br />-� �- MAIN SPACE <br />I 36x80 <br />I OWN <br />n i <br />1 � � <br />20' -0" <br />4' -10" <br />5 ' - 4 " <br />WINDOW <br />25' -4" <br />6 4" <br />WINDOW <br />36' -10" <br />FLOOR PLAN -- SECOND FLOOR <br />SCALE 1/4 " =1'0" <br />8 "t CLR <br />LAVATORY <br />8" STEE <br />BEAM <br />6" DIA, <br />STEEL <br />POST <br />DROP CEILING <br />IN OFFICE <br />H ANDRAIL <br />3,/4" T&G PLYWOOD <br />2 "'X6" WALL FRAMING <br />(ifHIS SIDE ONLY) <br />AILL OTHER WALLS <br />SMALL BE 2 "X4" FIRM, <br />6" DIIA, STEEL POSTS 6 "thk. MONOLITHIC SLAB <br />Cpl 12''-0" O,C, 4000 PSI CONCRETE <br />10 "00 "0 /2 "thk tOx10x6 WWM OVER <br />BASE PLATE 6 MIL VAPOR BARRIER <br />0 <br />I <br />0 <br />M <br />_1- 45 BAR CONTINUOUS <br />1 - #5 BAR VERTICAL W /90' <br />STANDARD HOOK ® 4' O.C. <br />FASTEN TO SLAB <br />WITH 3/4" BOLTS <br />2 #5 CON T. <br />" 24 x ' <br />24 x 12 thk, <br />PAD UNDER ALL <br />TOP OF WALL <br />
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