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L 1LH I11'_ I I I 1 - L _ J _1 - _ JL. -- i — - __ - ---- - - <br />LW — <br />OWN <br />MBI +24'-O" <br />MB5 +15'-0" <br />M54 +12'-O" <br />ROOF LOADS J1 = 24K5 a 5'-0" c/c. <br />DL=20 PSF GJ-1 = <br />311 10K <br />LL =30 PSF GJ-2 <br />= 3ioGs8N 1OK <br />GJ-3 <br />= Bil 1OK <br />GJ-4 <br />= 3ioCzSN 1OK <br />2 <br />I <br />MBI +24'-O" <br />O I MB2 +I- '-4" 3 <br />RB 1 + 12 I_8 II <br />._---- --. <br />fi- <br />3 <br />L _L <br />I3I I� I I I I I I I I I I I I I I I I I I I ICI <br />M, <br />I <br />JO15T BEARING <br />EL. +1T-4" <br />G <br />. <br />1 <br />I <br />MBI +24'-0" <br />I MB3 +IS'-O" <br />RBI <br />— — — — <br />I� <br />I 21 I I I I I I I I I I I I I I I I I I I 1 1 I I I 5 I I <br />I I I I I I I I I I I 1 I I I I I I 1 I I I I I I <br />S <br />I I I I I I I I I I I I I I I I I I I 1 I I I 1 I t <br />JI-24 ® 5'-0" G G 2 <br />I <br />I <br />®� 4 <br />O MBI +241_OiI O O O O O <br />MB2 +1T-4" I I <br />M54 +12'-O" <br />17'-4" <br />(D 2 JST. BRG. 3 <br />V = 145 MPH (ULT) <br />I = 1.00 <br />EXP. = C <br />I.P. _ +O.15 <br />Cl = 61 PSF <br />2 <br />Q .I <br />O <br />3 2 <br />WIND LOADS ARE BASED ON A.S.G.E. -1-10. (ASD) <br />DEAD LOAD = 20 P.S.F. ROOF ZONES <br />LIVE LOAD = 30 P.S.F. <br />ROOF <br />= 2ro P.S.F. <br />ZONE 1 <br />ROOF <br />= 31 P.S.F. <br />ZONE 2 <br />ROOF <br />= 45 P.S.F. <br />ZONE 3 <br />5 <br />ROOF <br />= 21 P.S.F. <br />ZONE 4 <br />ROOF <br />= 31 P.S.F. <br />ZONE 5 <br />WALL ZONES <br />j <br />MBI +24'-0" <br />M55 +15'-0" <br />MB4 +12'-0" <br />_ A <br />4 JO I ST 5E <br />EL. +IT_4" <br />6 <br />e�� ROOF FRAMING PLAN <br />SCALE: 1/8' = 1'-0` <br />TOP OF WALL <br />ELEV. +24'-0" <br />TYP. <br />3 <br />a NOTES : 00j W N <br />0 ROOF SLOPE 1/4" PER FOOT. pi W N V1 <br />L 3"X 3"X 1/4" VERTICAL 'X' BRACING TYPICAL a <br />❑3 L 3"X 3"X 1/4" CONT. WITH 1/2" DIA, X 4" EXP, BOLTS <br />AT 24" O.C. TYPICAL. <br />3 ® L 311 11 X :, 1/-+ CONT. WELDED TO JOIST 4 BOLTED TO <br />PANEL WITH 1/2" DIA. X 4 EXP. 15OLT5624" O.G. TYP. <br />�5 UPLIFT SRcGiNG BOTTOM CHORD ONLY. <br />® PARALLEL WELDED BRIDGING. <br />❑i EXHAUST FAN OR SKYLITE. SEE MECHANICAL <br />DRAWINGS FOR OPENING SIZES. <br />® 'X' BRIDGING BOLTED ON SPANS OVER 40' AT <br />Cf� ■ <br />n a P.9. <br />I:f <br />n3 <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />14125 N.W. 80th Ave. Suite 303 <br />Miami Lakes, FI. 33016 <br />T. 786-235-9097 <br />F. 305-362-4420 <br />dtiinfo@a dtiarchitect.com <br />www.dtiarchitect.com <br />11 <br />Carlos Pizarro, R.A. I I <br />AR - 0013079 <br />Revisions: <br />Date Description <br />8 <br />Z <br />N M <br />O <br />H0 <br />w� <br />x <br />A <br />CnGn <br />W <br />O <br />�a <br />UH <br />� <br />� <br />W <br />W <br />a4 <br />A <br />z <br />I <br />JOIST MID SPAN. <br />09 A/C FRAME. SEE MECHANICAL <br />DRAWINGS FOR OPENING SIZES. [�] <br />10 1.5 X 22 GA. VENTED GALVANIZED METAL <br />DECK WITH PUDDLE WELDS AT ii O.G. <br />OVER JOIS�.�S```hCERIMETER <br />SIDE LAR$��* •.��'��`4it O.C. (ZONE 2,3) <br />SIDE L'S� ••�?��Sr� `l�"�O.C. ( j•� <br />A. JACK MESSULAM, P.E. <br />:• No 1 32 CONSULTING ENCsINEER <br />e SHEET NUMBER <br />T 5121 ORDUNA DRIVE <br />F CORAL GABLES, FLORIDA, 33146 <br />S-2,00R `P•' PRONE: (305) 665-5032 <br />,, s/QN . • �t`� '�.` PE 01232(o <br />W <br />H <br />A <br />a <br />'� <br />z <br />W <br />U <br />C7 <br />Ix <br />0 <br />a <br />M <br />M <br />� <br />o <br />� <br />H <br />� <br />� <br />�z <br />a <br />o <br />Q� <br />U <br />� <br />0 <br />a <br />a <br />Job Number: <br />12049.01 <br />File name: <br />Issued Date: <br />05.09.13 <br />Drawn by: <br />MCab <br />Checked by: <br />CC <br />