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HomeMy WebLinkAboutTRUSSLYT612 TYPICAL E N D DETAIL12-00-004-03Hatch Legend 8' - 0" A.F.F.VAULTED CLG.12" RECESS 10 H T U 2 6 HT U 2 6 - 2 HT U 2 6 5 H T U 2 6 4 H T U 2 6 H T U 2 6 - 2 K2 G A 1 G A 2 A 3 A 4 A 5 A 6 A 7HJ7 HJ7 J7 J7 J7 J7 J7 J7 J7CJ 1 CJ 3 CJ 5 C J 1 C J 3 C J 5 J7J7J7J7J7J7J7 CJ 1 CJ 3 CJ 5 C J 1 C J 3 C J 5 S J7 K1 G E A 1 1 A 1 1 A 1 2 A 1 0 A 1 3 A 1 4 A 1 5 A 1 6 A 1 7 A 1 8 A 1 9 A 2 0 C7 G K2 G A 3 2 G A 3 1 A 3 0 A 2 9 A 2 8 A 2 7 A 2 6 A 2 5 A 2 4 A 2 4 A 2 3 A 2 2 A 2 1 A 2 0 C1 G C2 C3 C4HJ7THJ7 J 7 T J 7 T J 7 T J 7 T J 7 C J 1 C J 3 CJ 1 CJ 3 J 7 J 7 J 7 J 7 J 7 C J 1 C J 3 C J 5 CJ 1 CJ 3 CJ 5 J 7 C6C5 A 8 A 9 A 1 0 A 1 1HJ6 HJ 7 CJ 1 CJ 3 CJ 5 C J 1 C J 3 C J 5 C J 1 C J 3 C J 5 CJ 1 CJ 3 CJ 5J7J7J7J7J7J7J7J7J7J7J7J7J7J7J7 J7 S H 1 G J7 S J7 S J7 S J7 S HJ5A C J 1 C J 3 C J 5 S CJ 1 CJ 3 CJ 5 J5 A J5 A J5 A K1 G E D 1 G D 2 D 3 D 4 D 5 D 6 D 7 D 8 D 9 D 1 0 D 1 0 D 1 0 D 1 0 D 1 0 D 1 1 J6 J6 J6 J6 J6 J6 J6 B1 G E B2 HJ4 H J 4 C J 1 C J 3 J 4 J 4 J 4 J 4 J 4 J 4 J 4 J 4 CJ 1 CJ 3 CJ 1 CJ 3 C J 1 C J 3 J 4 J 4 J 4 J 4 J 4 J 4 J 4 J 4 H J2 HJ 2 C J 1 J 2 J 2 J 2 CJ 1 C J 1 J 2 J 2 J 2 HJ 2 H J 2 C J 1 J 2 J 2 J 2 CJ 1 CJ 1 C J 1 J 2 J 2 J 2 CJ 1 CJ 5 T C J 5 T V7 V4 M V 9 M V 7 M V 5 M V 3 M V 6 A M V 4 A V7 V4 MV 4 V3 2 V2 8 V2 4 V2 0 V1 6 V1 2 V8 MV 1 7 MV 1 5 MV 1 3 MV 1 1 MV 9 MV 7 MV 5 MV 3 P B 1 P B 2 P B 3 P B 4 P B 1 P B 2 P B 3 P B 4 P B 5 P B 5 3 - 0 4 - 0 0 2 - 0 0 - 0 0 3 7 - 0 0 - 0 0 1 8 - 0 0 - 0 0 6 - 0 8 - 0 0 6 7 - 0 0 - 0 0 3-04-00 2-00-0036-04-0025-04-00 67-00-00 4- 0 0 - 0 0 9 - 0 8 - 0 0 8 - 0 0 - 0 0 33 - 0 4 - 0 0 8- 0 0 - 0 0 9 - 0 8 - 0 0 8 - 0 4 - 0 0 3 - 0 4 - 0 0 84 - 0 4 - 0 0 22 - 0 0 - 0 0 33 - 0 4 - 0 0 29 - 0 0 - 0 0 84 - 0 4 - 0 0 4 - 0 0 - 0 0 6- 0 0 - 0 0 7- 0 0 - 0 0 5- 0 2 - 0 8 7 - 0 0 - 0 0 1- 0 6 - 0 8 1 - 1 0 - 0 8 2 - 0 0 - 0 0 2 - 0 0 - 0 0 1 - 1 0 - 0 8 2 - 0 0 - 0 0 1 - 1 0 - 0 8 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2- 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 00 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 2- 0 0 - 0 0 5- 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 00 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 -0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 2 - 0 0 - 0 0 CAUTION!!!DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS.ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING,SHINGLES, ETC.)ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES.REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING.1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE.2) BEARING BLOCK REQUIREMENTS.3) SCAB DETAILS (IF REQUIRED)4) UPLIFT AND GRAVITY REACTIONS.WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source.NO EXECPTIONS.The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent B r a c i n g , A n d C e i l i n g A n d Roof D i a p h r a g m C o n n e c t i o n s . BEARING H E I G H T S C H E D U L E 4408 A i r p o r t R o a d Plant C i t y , F L 3 3 5 6 3 Ph. ( 8 1 3 ) 3 0 5 - 1 3 0 0 Fax ( 8 1 3 ) 3 0 5 - 1 3 0 1 IMPORTANT This D r a w i n g M u s t B e A p p r o v e d A n d Returned B e f o r e F a b r i c a t i o n W i l l Begin. F o r Y o u r P r o t e c t i o n C h e c k A l l Dimensions A n d C o n d i t i o n s P r i o r T o Approval O f P l a n . SIGNATURE B E L O W I N D I C A T E S A L L NOTES A N D D I M E N S I O N S H A V E BEEN A C C E P T E D . By _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ ROOF L O A D I N G TCLL:TCDL:BCDL:TOTAL:DURATION:PSF PSF PSF PSFFLOOR L O A D I N G TCLL:TCDL:BCDL:TOTAL:DURATION:PSF PSF PSF PSF VE R I F Y A L L D I M E N S I O N S A N D C E I L I N G C O N D I T I O N S P R I O R T O A P P R O VAL SO M E C E I L I N G F R A M I N G R E Q U I R E D I N F I E L D B Y B U I L D E R 7 3720 1.25102.REVISIONS:4.3.1.MAIN W I N D F O R C E R E S I S T I N G S Y S T E M / C - C H Y B R I D W I N D A S C E 7 - 1 0 ENCLOSED EXPOSURE C A T E G O R Y C OCCUPANCY C A T E G O R Y I I WIND L O A D 1 6 0 M P H WIND I M P O R T A N C E F A C T O R 1 . 0 0 TRUSSES H A V E B E E N D E S I G N E D F O R A 1 0 . 0 P S F B O T T O M C H O R D L I V E L O AD NONCONCURRENT W I T H A N Y O T H E R L I V E L O A D S ROOF P I T C H : 6 / 1 2 CEILING P I T C H : - TOP C H O R D S I Z E : 2 X 4 BOTTOM C H O R D S I Z E : 2 X 4 OVERHANG L E N G T H : - END C U T : S q u a r e CANTILEVER: 2 4 " TRUSS S P A C I N G : 2 4 " BUILDING C O D E : F B C 2 0 1 7 ------CITY:FORT PIERCE-SCALE:MODEL:ADDRESS:PLAN D A T E : SUBDIVISION:JOB # : QUINTEROS RESIDENCE NTSDRAWN B Y : BUILDER:DATE:2391549PROJECT:AV 8/20/2020LOT / B L O C K : Single Family 4637 S HEADER CANAL RD 2020JESSICA QUINTEROS