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70'-1 1/2' OUT TO OUT OF FASCIA <br />2 1/2" <br />69'-8 1/2" OUT TO OUT FRAMING <br />2 1/2' <br />() OUTRIGGERS UK. () O 4'—O' O.C. MAX TYP BOTH SIDES <br />5 4 T 2 1 <br />1'-11" 16•_O• 16,-0• 16,_0• 16•_0• 3'-9 1/2" <br />(ON£) ROW PURLIN BRIDGING O EO SPACES <br />(ONE) ROW PURLIN BRIDGING O EO SPACES <br />(DIVE) ROW PURLIN BRIDGING O EO SPACES <br />(ONE) ROW PURLIN BRIDGING O EO SPACES <br />13'-2 1/4' (HOLD) <br />OPENING FOR PICK UP WINDOW <br />0" <br />0' <br />SHEAR <br />SHEAR <br />• <br />SPLICE <br />758XBX� <br />SPLICE <br />h\ <br />a <br />� BUILDING LINE <br />h h <br />a N <br />_ <br />_ — <br />— <br />_ — <br />— <br />— — <br />— <br />— _ <br />— <br />— <br />LJ- <br />1V <br />WBX10 <br />X15 <br />X1.5 <br />X15 <br />\ <br />— — — — — — — — <br />u <br />W6X9 <br />I I 1 <br />WELD PIECE. <br />\_ <br />W <br />goo <br />oN <br />ON <br />�N <br />,N <br />I I I I I <br />I I I I <br />L N <br />p <br />p^I <br />1-b I I I I I I I_d <br />fi <br />_, <br />I I I P_b I I <br />I I I I I <br />b <br />N <br />I <br />I <br />X10 <br />7,0 <br />X10 <br />WBX70 <br />b <br />ry <br />ui <br />_ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ — — _ — _— _ — — _ — — — — _ — — <br />h} <br />_ <br />SNEAK <br />N <br />SPLICE <br />2 1/4' <br />(52) SL-316 DECK PANELS 00 1'-4' O.C.MAX = 69'-4" <br />N <br />2 1/4" <br />CANOPY LONGITUDINAL DIRECTION <br />LOADS PRESENTED ARE Asp LOADS W17H FACTOR OF 1.0. EXCEPT WIND FACTORED WITH D.6 <br />VER77CAL SIGN CONVENTION <br />COLUMNS DESIGN CDADS <br />DEAD LOAD = L50 kips <br />LIVE LOAD = 3.75 kips + <br />WIND LOAD = —3.50 kips <br />TRANSVERSE BASE MOMENT MAID Mw — +/— 10.50 ft—kips <br />3 BASE MOMENT SEISMIC BOTH DIRECTONS Ms +/— 1.00 ft—kips <br />Mdl(Nod) = 0.10 N—kips <br />Mll(nod) = 0.20 ft—kips <br />�+ Munba/ dl = 6.00 ft—kips <br />N Munbol II 17.00 ft—kips <br />Q Munbol wl = 16.50 ft—kips <br />TRANSVERSE BASE SHEAR WINO = +/— 0.98 kips <br />BASE SHEAR SEISMIC BOTH DIRECTIONS = +/— 0.10 kips <br />DESIGN LOADS: <br />DEAD LOAD = 3 p.s.f.(DECK + LIGHTS) + WEIGHT OF STRUCTURAL COMPONENTS <br />LIVE LOAD = 20 p.s.f. <br />V, ULT = 140 m.p.h. EXP. C <br />V, ASD = 108 m.p.h. EXP. C <br />BLDG CODE = 2015INTERNATIONAL BUILDING CODE <br />2017 FLORIDA BUILDING CODE <br />EQUIVALENT LATERAL FORCE PROCEDURE <br />LATERAL FORCE RESISTING SYSTEM = CANTILEVERED COLUMN SYSTEM —ORDINARY STEEL MOMENT FRAME <br />SIZE CLASS = D <br />Ss (0.2) = 0.07 <br />Si (1.0) = 0.03 <br />SOS = 0.07 <br />SDI = 0.05 <br />Fa = 160 <br />Fv = 140 <br />R = 1.25 <br />SEISMIC IMPORTANCE FACTOR = 1.0 <br />RISK CATEGORY = II <br />SEISMIC DESIGN CATEGORY = A <br />CS = 0.058 <br />WIND IMPORTANCE FACTOR = 1.0 <br />CONSTRUCTION TYPE = IIB <br />OCCUPANCY CATEGORY = M <br />TOTAL SEISMIC BASE SHEAR BOTH DIRECTIONS = 0.33 KIPS <br />