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08-1279(2)-005SEE DETAIL /U =2441' \/ \/ U =2441"' SEE DETAIL A/0-4 R =2'150• I... /I\ /I\ I ... R s21r;,O A/S- 4 NET UPLIFT -r61 PSF ON 9XV PLYWOOD SHEATHING W/ 10d NAILS a 4' O.C. — — - - ----}- — -- -- — -}--- — — 0 I(' I I I 1 '_ _ .... .r.- $� ro • �n�i % Rs2362 *% g1rE DA/5 -14 BEE DETAIL Us24410 _� I -I — I� I '.` I I /11 / A/S -4 CR =2150* ( I -71 v T—' � I U =4a9O I I I I I I-I I l I II V7 I/ W�.AW�N0 -3 Is Z 64w" • W o • _ M W Ar • as 2 N d LIP Q L g • N ~ � U [.101 1 101 o V 1 101 1 • —" • z :....... I U a 9i9• \[/ \I/ U s 919• ..... ....... R =1100 ... T............. .... a' I H a [. r ...............1 1. 1:.. .. I. ............. .:.......... .. ..........I ::. ... ... . ::: :::: 1::::: ... —..... _ ........... :.::.. ...........I::I: NET UPLIFT -r61 PSF ON 9XV PLYWOOD SHEATHING W/ 10d NAILS a 4' O.C. — — - - ----}- — -- -- — -}--- — — 0 I(' I I I 1 '_ _ .... .r.- $� ro • �n�i % Rs2362 *% g1rE DA/5 -14 BEE DETAIL Us24410 _� I -I — I� I '.` I I /11 / A/S -4 CR =2150* ( I -71 v T—' � I U =4a9O I I I I I I-I I l I II V7 I/ W�.AW�N0 -3 SEE DETAIL /Us25roV A/8 -4 R =2888' U=10260 U =2969M\ SEE DETAIL R =11550 R=2888 A/8 -4 ROOF FRAMING PLAN. CITY OF jNG CREPT• MIAMI BUILD S'f RUC-IURAIL 8EC7tON BY SEE DETAIL <U-16350 A/O-4 Rs20630 Us134• Rs825• SEE DETAIL A /S -4 <UmI635# =2063• n U = 489+ R= 55IDM -0' II I I II RTB -5 - - - - -- - - - - - - - - - - - Tl I I I I fl,4 - -- -- - -- I i I I - -- - -- A- - - I -- - -� -- - -► U =16350 SEE DETAIL R; 2063" A10-4 Us1340 R=8250 U216350 SEE DETAIL Rs20630 A 18 -4 ROOF NOTES 1.- DESIGN LOADS: LIVE LOADS: DEAD LOADS: ROOF 2 30 PSF ROOF a 25 PSF 1- FOR GENERAL NOTES, SCHEDULES, DETAILS AND SECTIONS, SEE SHEETS 8 -3 TO 8 -5. 3.- DROP TIE BEAM OVER WINDOWS AND DOORS AND PLACE 2 • 5 BOTTOM 8' AT EA. SIDE OF OPENING WITH 03 STIRRUPS * 12' O.C. 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'8 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.S.C. 2004 EDITION. 6,- ALL STRAP SHALL BE TAPL 16 BY USP W /((o) 10d x 11/2 SEAT PLATE AND (13) 10d x 1t'2 TO TRUSS O.UN, JW30 METAL HANGER BY USP W/ (16) 10d NAIL TO HEADER 4 (6) 10d NAIL TO JOIST 1.- STRUT MEMBER TO BE OESING FOR A LOAD OF 343 •/`F PARALEL TO TRUSS TOP CHORD. ALONG THE TIE BEAM HLPTA 15 BY U.S.P. SINGLE ANCHOR 3' -0' O.C. AS PER DETAIL 3/0-4 8.- LEDGER 'A': 3'x8' P.T. WOOD LEDGER W /Vz 0 KWIK BOLT INTO CONC. BEAM 0 16' O.G. LEDGER 'B': 2'x10' P.T. WOOD LEDGER W/9 /8' 0 KWIK BOLT INTO CONC. BEAM 0 12' O.C. LEDGER 'C': 2'x10' P.T. WOOD LEDGER WA/a' 0 KWIK BOLT INTO CONC. BEAM 24' O.C. LEGENC) PREFABRICATED WOOD TRUSSES 0 24' O.C. j • -- • WOOD JOIST a 24' O.C. / X- -- — -- -X 2'x4' CONT. FEW. HORIZONTAL BRACING W /(3) 16d NAILS 0 E.A. TRUSS -9 8' -0' (MAX). PROVIDE CROSS BRACING AS SHOWN 4 AT EA. END ROW OF HORIZONTAL BRACING, AT EA. END OF THE BUILDING, AND NOT MORE THAN 20' -0' SPACING IN DIRECTION OF HORIZONTAL BRACING. BLOCKING 2'x4' BETWEEN TRUSSES W /(2) 16d NAILS AT EA. END NAIL PLYWOOD TO BLOCKING ......... . AS PER NAILING PATTERN SHOWING IN ROOF FRAMING PLAN. BEE DETAIL L/8 -3 2'x4' CONT. PERM. HORIZONTAL BRACING W /(3) 16d NAIL$ a E.A. TRUSS a 8' -0' (MAX). PROVIDE CROSS BRACING AS SHOWN AND AT EA. END RO�U� dUTH MIAMI] ------- ; OF HORIZONTAL BRACING, AT EA. END OF THEE 11 T u L[ �ING DEPT- .; BUILDING, AND NOT MORE THAN 20' -0' SPACING IN DIRECTION OF HORIZONTAL BRACING. SEE E CTION DETAIL E /S -4 gTRUt� 9T "A ay profau(a•I Ju am d &d to ttr beet of ay W,csie v W War, am plan ad � � with vpk""Gcde�.' G . ttia doaaanl end tM iiornatioa R oaWs U the smisNO of d Ecl+er6o Gorse t°E i,e end neyy roe be r or ar used fa offs prpcae oths ilea tts °p aie prol" as preparsd WthoA apM omN of Jf. Is Z 64w" • W o • _ M W Ar • as 2 N d LIP Q L g • N ~ � U [.101 1 101 o V 1 101 1 • • z • SEE DETAIL /Us25roV A/8 -4 R =2888' U=10260 U =2969M\ SEE DETAIL R =11550 R=2888 A/8 -4 ROOF FRAMING PLAN. CITY OF jNG CREPT• MIAMI BUILD S'f RUC-IURAIL 8EC7tON BY SEE DETAIL <U-16350 A/O-4 Rs20630 Us134• Rs825• SEE DETAIL A /S -4 <UmI635# =2063• n U = 489+ R= 55IDM -0' II I I II RTB -5 - - - - -- - - - - - - - - - - - Tl I I I I fl,4 - -- -- - -- I i I I - -- - -- A- - - I -- - -� -- - -► U =16350 SEE DETAIL R; 2063" A10-4 Us1340 R=8250 U216350 SEE DETAIL Rs20630 A 18 -4 ROOF NOTES 1.- DESIGN LOADS: LIVE LOADS: DEAD LOADS: ROOF 2 30 PSF ROOF a 25 PSF 1- FOR GENERAL NOTES, SCHEDULES, DETAILS AND SECTIONS, SEE SHEETS 8 -3 TO 8 -5. 3.- DROP TIE BEAM OVER WINDOWS AND DOORS AND PLACE 2 • 5 BOTTOM 8' AT EA. SIDE OF OPENING WITH 03 STIRRUPS * 12' O.C. 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'8 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.S.C. 2004 EDITION. 6,- ALL STRAP SHALL BE TAPL 16 BY USP W /((o) 10d x 11/2 SEAT PLATE AND (13) 10d x 1t'2 TO TRUSS O.UN, JW30 METAL HANGER BY USP W/ (16) 10d NAIL TO HEADER 4 (6) 10d NAIL TO JOIST 1.- STRUT MEMBER TO BE OESING FOR A LOAD OF 343 •/`F PARALEL TO TRUSS TOP CHORD. ALONG THE TIE BEAM HLPTA 15 BY U.S.P. SINGLE ANCHOR 3' -0' O.C. AS PER DETAIL 3/0-4 8.- LEDGER 'A': 3'x8' P.T. WOOD LEDGER W /Vz 0 KWIK BOLT INTO CONC. BEAM 0 16' O.G. LEDGER 'B': 2'x10' P.T. WOOD LEDGER W/9 /8' 0 KWIK BOLT INTO CONC. BEAM 0 12' O.C. LEDGER 'C': 2'x10' P.T. WOOD LEDGER WA/a' 0 KWIK BOLT INTO CONC. BEAM 24' O.C. LEGENC) PREFABRICATED WOOD TRUSSES 0 24' O.C. j • -- • WOOD JOIST a 24' O.C. / X- -- — -- -X 2'x4' CONT. FEW. HORIZONTAL BRACING W /(3) 16d NAILS 0 E.A. TRUSS -9 8' -0' (MAX). PROVIDE CROSS BRACING AS SHOWN 4 AT EA. END ROW OF HORIZONTAL BRACING, AT EA. END OF THE BUILDING, AND NOT MORE THAN 20' -0' SPACING IN DIRECTION OF HORIZONTAL BRACING. BLOCKING 2'x4' BETWEEN TRUSSES W /(2) 16d NAILS AT EA. END NAIL PLYWOOD TO BLOCKING ......... . AS PER NAILING PATTERN SHOWING IN ROOF FRAMING PLAN. BEE DETAIL L/8 -3 2'x4' CONT. PERM. HORIZONTAL BRACING W /(3) 16d NAIL$ a E.A. TRUSS a 8' -0' (MAX). PROVIDE CROSS BRACING AS SHOWN AND AT EA. END RO�U� dUTH MIAMI] ------- ; OF HORIZONTAL BRACING, AT EA. END OF THEE 11 T u L[ �ING DEPT- .; BUILDING, AND NOT MORE THAN 20' -0' SPACING IN DIRECTION OF HORIZONTAL BRACING. SEE E CTION DETAIL E /S -4 gTRUt� 9T "A ay profau(a•I Ju am d &d to ttr beet of ay W,csie v W War, am plan ad � � with vpk""Gcde�.' G . ttia doaaanl end tM iiornatioa R oaWs U the smisNO of d Ecl+er6o Gorse t°E i,e end neyy roe be r or ar used fa offs prpcae oths ilea tts °p aie prol" as preparsd WthoA apM omN of Jf. CONSULTING: Is Z 64w" 0) W o O _ M W cl) W as 2 N d Ud Q L g O_ N ~ � U © o V g }N a --g �o U t; V � z o I CONSULTING: ROOF FLOOR PAN scut Z 64w" 0) W o O _ M W cl) W w 2 z Ud Q L g O_ N ~ � U © zd z o ROOF FLOOR PAN scut AS SHOWN 64w" 0) �; 2008 o srtlM W R' t' ROOF FLOOR PAN scut AS SHOWN 64w" iol �; 2008 w srtlM SHEET: R' t' 2 2 OF:5 1