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08-1279-011N ry .L SEE DETAIL U= 244-1* �SEE DETAIL A /S- 4CR =250* 1 /I\ /I\ 1 R =2750" A1S -4 NET UPLIFT = 61 PSF ON - 0 /a' PLYWOOD SHEATHING I I I I W/ 10d NAILS a 4' O.G. II SEE DEtA(L U=244 -1* A /S- 4CR = 2-150* I u l I I I I o f N 1 — d) w I d) I I I II Lu u =489* la� II I I n`uc I I I II R =550* 1 �— I I I d p� U =1 '149* \SEE DETAIL R=25620/A/5-4 0 Z— Z —Z —LY- EMS Y I L GE n • • i RB -1 'LL TC7/-- =Z— —I - - -= -- Z - - -Zr--m I I I I I II 11C�r+ SEE DETAIL/U=2' 69* \U=10250 \—U=2El9,-3#\SEE DETAIL A/5- 4R =2888" R =1155* R= 2888 * /A /5-4 9 ROOF FRAMING PLAN SCALE 1/4' = I' -0' J SEE DEtAILCU =1835* A /S -4 R =2063* U = '134* R =825* r � SEE DETAIL U =1835* A/S -4CR =2063* ••w• ••• • G VVGV• •G• a J *go G V V Y! V V • • • U W W W U VV•VV • • V V V y V z g • • V •i(i i V • V • ! Y _ V Y • U w U G V • • Y V • • • yVV •YWG •!• • U =489* R =550* G••• VGi•• Gw• a • i • Ywlw � • G U V W —0 V iii• i VuU•w Y iY•1 l -- I - - -I _— -- I I I I I I m1 1 RTES -5 — — — — — — — — 1 I I I I I _— - -� -- --- L- -4- -- -- UPPER ROOF FRAMING PLAN_ SCALE 1/4' = 1' -0' 0 U =1835 * >SEE DETAIL R =2063* 4/5-4 U =134* R =825* U= 1835* >AIS-4 SEE DETAIL R= 2063* ROOF NOTER I. DESIGN LOADS: LIVE LOADS: DEAD LOADS: ROOF = 30 PSF ROOF ■ 25 PSF 2 _ FOR GENERAL NOTES, SCHEDULES, DETAILS AND SECTIONS, SEE SHEETS 0-3 TO S -5. 3.- DROP TIE BEAM OVER WINDOWS AND DOORS AND PLACE 2 * 5 BOTTOM 8' AT EA. SIDE OF OPENING WITH *3 STIRRUPS * 12' O.G. MAX. 4. -ALL PRE - FABRICATED TRUSSES DESIGNED AND FABRICATED IN ACCORDANCE WITH THE FLORIDA BLDG. CODE, 2004 EDITION LOCAL CITY CODE, THE TRUSS PLATE INSTITUTE AND ARCHITECTURAL / STRUCTURAL DRAWINGS. SUBMIT SHOP DWG's SIGNED 4 SEALED BY A P.E. PRIOR TO FABRICATION. TRUSS SHALL BE DESIGNED AS A COMPONENT 4 CLADDINGS 5._ DRAWINGS AND CALCULATIONS HAVE BEEN DESIGNED TO COMPLIANCE W/ F$.C. 2004 EDITION. 6.- ALL SCRAP SHALL BE TAPL 16 BY USP W /C6) 10d x 11 /2 SEAT PLATE AND (13) 10d x 11/2 TO TRUSS O.UAI. JH30 METAL HANGER BY USP W/ (16) 10d NAIL TO HEADER 4 (6) 10d NAIL TO JOIST "1_- STRUT MEMBER TO BE DE51NG FOR A LOAD OF 343 */F PARALEL TO TRUSS TOP CHORD. ALONG THE TIE BEAM HLPTA 15 BY U.S.P. SINGLE ANCHOR o V -0' O.G. AS PER DETAIL 3 /5-4 8.- LEDGER 'A': 3`x8' P.T. WOOD LEDGER W /l/2' + KWIK BOLT INTO GONG. BEAM 16' O.C. LEDGER 'B': 2'x10' P.T. WOOD LEDGER WA /a" t KWIK BOLT INTO CONC. BEAM 0 12' O.G. LEDGER 'C`: 2'x10' P.T. WOOD LEDGER WA /Q' t KWIK BOLT INTO CONC. BEAM 6 24' O.C. r E: CT 4 STRUCTURAL DRAWINGS BE CONSULTED TOGETHER. CH /ENGINEER FOR ANY DISCREPANCY START Ol' WORK 'q^ DEPT, :A.L1 %T10N y• Y Y V 4 • V� i 1� l! � 0 ii • 4 r z Ld � z CONSULTING: (r) U) z a J W L 0 a © W J p U w M ry 0 ZQ z g Z O» 0 ¢ � © � o C z M < M _ CL j J `` U) m Q V)i (A V) .�. G <Ln 00 no (D Ln MR ■ ROOF FLOOR PLAN WALE AS SHOWN DRAWN Js@ 2009 DATE 0/11/09 SHEET: S -2 1 OF: 5 U) a V) L ROOF FLOOR PLAN WALE AS SHOWN DRAWN Js@ 2009 DATE 0/11/09 SHEET: S -2 1 OF: 5