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ROOF CUM ATTACH <br />C4) n <br />ti <br />91 <br />RTU FRAME SUPPORT <br />3/4"=1'-0" <br />ATTAG4 RTU TO CURB ASSMY. W/ <br />126AAV LONG CLIP AT 24' 04. MAX. (2) <br />PER SIDE MK WI (2) 012 TEK SCRB 6 TO <br />RN AND (2) #12-14 IM SCREWS TO CM <br />ROOFTOP <br />MECHANICAL <br />f UNIT <br />ROOF COS ATTACH <br />TO51MANWM0E <br />SUP VM W/ 04I <br />OM lit HII.T1 PINS SIZE 3 LOC. Of OPG. COMXI <br />MECH. CONTRACTOR <br />2x12 P.T. P.T. ­,j,, <br />Lbx 4x5/6 <br />EXISTING 26 145 <br />2 TYP. ROOF OPENING <br />3/4"=1'-0" <br />LCO <br />0 <br />MBI +24'-0" <br />MB5 +I5'-8" <br />MB4 +12'-0" <br />O <br />N <br />r <br />M52 +17'-4" <br />MB4 +12'-O" <br />e z=g Ted <br />2 3 4 <br />a n <br />q ■ 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 />r2;- W 40'-ON F. 305 362-4420 <br />dtlinfo@dtiarchitect.com <br />www.dtiarchitect.com <br />JST. BRG. <br />ROOF PLAN <br />ROOF LOADS JI = 24K5 a 5'-0" c/o. <br />DL = 20 PSF GJ -1 = <br />36GIN 10K <br />LL =30 PSF GJ-2 <br />= 36G5N 10K <br />GJ-3 <br />= 36GBN 10K <br />GJ-4 <br />= 36G8N 10K <br />V = 145 MPH (ULT) <br />1 = 1.00 <br />EXP. = C <br />I.P. = 10.15 <br />q=(01PSF <br />Im• <br />I <br />I J015T 5EARINC7 <br />I EL. +17'-4" <br />MBI +24'-0" <br />M55 +IS'-S" <br />RBI +12'-5" <br />MBI +24'-0" <br />M55 +I6'-5" <br />MB4 +12'-0" <br />u I EL. +17'_4" <br />ROOF FRAMING PLAN <br />SCALE: 1/5' = I'-0" <br />TOP OF WALL <br />ELEV. +24'-0" <br />TYP. <br />NOTES : <br />I❑ ROOF SLOPE 1/4" PER FOOT. <br />02 L 3"X 3"X 1/4" VERTICAL 'X' BRACING TYPICAL <br />L3 L 3"X 3"X 1/4" CONT. WITH 1/2" DIA. X 4" EXP. BOLTS <br />II Carlos Pizarro, R.A. I I <br />AR - 0013079 J <br />Revisions: <br />Date Description <br />A LANDLORD WORK 10/IS/2o13 <br />L'7 <br />wtn <br />A <br />�-' <br />w <br />U <br />0 <br />x <br />0 <br />a <br />m <br />M <br />0 <br />0 <br />H <br />N <br />� <br />a <br />z <br />0 <br />0 <br />.. <br />U <br />A <br />W <br />0 <br />h+■1 <br />0 <br />U <br />N <br />M <br />U AT 24" O.C. TYPICAL. Job Number: 12049.01 <br />3 2 3 ® L 3"X 3"X 1/4" CONT. WELDED TO JOIST 4 BOLTED TO <br />WIND LOADS ARE BASED ON A.S.C.E. 1-10. (ASD) PANEL WITH 1/2" DIA. X 4 EXP. 50LTS624" O.C. TYP. File name: <br />DEAD LOAD = 20 P.S.F. ROOF ZONES N UPLIFT BRIDGING BOTTOM CHORD ONLY, Issued Date: 05.09.1.3 <br />® PARALLEL WELDED BRIDGING. <br />LIVE LOAD = 30 P.S.F. <br />EXHAUST FAN OR SKYLITE. SEE MECHANICAL. �.•`GK��MF �� - Drawn by: MCab <br />ROOF = 26 P.S.F. ZONE I DRAWINGS FOR OPENING SIZES.�P•... .•• s` <br />ROOF = 31 P.SF. ZONE 2 ® 'X' BRIDGING BOLTED ON SPANS OVER TAT'C N ••� �� Checked by: CC <br />JOIST MID SPAN, Z3 <br />ROOF = 45 P.S.F. ZONE 3 5 # +` •. <br />ROOF = 21 P.S.F.BI. ZONE 4 ® 5 A/C FRAME, SEE MECHANICAL -p ,r * / 6f/(1; * SHEET NAME <br />ROOF = 31 P.SF, ZONE 5 <br />DRAWINGS FOR OPENING SIZES. <br />F ' �< O� P '• ��� <br />io 1.5 X 22 GA. VENTED GALVANIZED META 14:1 ',,SS'•'• •'.•`��LI� ROOF FRAWNG <br />6 DECK WITH 5/6" DIA. PUDDLE WELDS AT " o�,;oNAL ENG���, <br />OVER JOISTS AND AT PERIMETER O PLAN <br />SIDE LAPS » 12 TEKS AT 6" O.G. (ZONE 2,3) <br />SIDE LAPS * 12 TEKS AT 12" O.G. C H <br />A. JACK MESSULAM, P.E. <br />WALL ZONES =NRILTING EWsINEER SHEET NUMBER <br />5121 ORDIJNA DRIVE <br />CORAL. GABLES, FLORIDA, 33146 S-200 <br />PHONE: (305) 665-5032 <br />PE 0 12326 <br />3 TYP. ROOF OPENING <br />3/4"=1'—O" <br />