11-12424 - Laserfiche WebLink

Browse Search

AT LEAST ONE TRUSS SPACE LAPPED MIN 1X4 CONTINUOUS 02 PINE MIN ()) IZd PER JOINT TRUSS InmACING RAT -RUN BRACING DETAIL MAX OF 10' -0" OC SPACING MIN 2X4 02 FINE TOP CHORD X -CROSS BRACING MIN OF (2) 16d COMMONS r PER TRUSS JOINT BOTTOM CHORD / \ AND X -JOINT - \� f MIN 1X4 CONTINUOUS #2 PINE TRUSS BRACING X- BRACING DETAIL NAIL THE 2X4 MEMBERS OF THE X -CROSS BRACING INTO THE TOP AND BOTTOM CHORDS OF THE ROOF TRUSSES WITH (2) 16d COMMONS. CLINCH ANY NAILS THAT PENETRATE THE LUMBER. X- BRAGING X- BRACING 20' -0" OC MAX, 20' -0" OC MAX. 0 Q U1 z Ul U Ul --4 OI N gm VERIFY THE ROOFING CONDITIONS BEFORE ORDERING THE ROOF TRUSSES, THE DESIGN WAS BASED ON A 4/12 PITCH AND 24" OVERHANG ON THE RAKE AND A 12" OVERHANG ON THE GABLE, 56' -0" O 21' -4" :------------------------------- I,-,----------------------------- - - - - -- - - - - ROOF FRAMING PLAN 1/2" CDX (32/24) OR OSB SHEATHING NAILED WITH 8d COMMON NAIILS 6" OC IN ALL AREAS EXCEPT IN THE AREA 8' IN ON EACH GABLE TO BE NAILED 3" OC. NAIL 2x BLOCKING BETWEEN TRUSSES /AT THE RIDGE OR ANY OTHER LOCATION THAT A PLrCLIP WONT WORK. 2X4 DIAGONAL BRACING NAILED WITH (2) 126 NAILS AT THE TOP CHORD OF THE TRUSS, THE BOTTOM GkOfIRD 0 THE TRUSS AND INTO THE STRINGER. 2X4 STRINGER NAILED WITH (2) 126 COMMONS IN EACH TRUSS THE STRINGER IS TO BE CONTINUOUS THE ENTIRE LENGTH OF THE BUILDIN5 IN LIEU OF STRUCTURAL CEILING PANELS, 2X4 BLOCKING BETWEEN TRUSSES N4AILED WITH (2) 126 NAILS EACH END -NAIL 7H15 AREA 3° oc GABLE TRUSS BRACING - - R F T USS S PER TRUSS COMPANY I I USE 16d NAILS Q 8" OC TO ATTACH THE _ i A BOTTOM CHORD OF THE GABLE TRUSS TO THE TOP PLATE NAILER AND ad NAILS -- ---- --- _- TO ATTACH THE SHEATHING TO THE GABLE TRUSS 8" EXT BLOCK WALL ATTACH 2 X 8 PT NAILER TO THE BLOCK WALL WITH 6" J -BOLTS 48" OC ALONG ENTIRE LENGTH OF THE WALL, CABLE BRACING DETAIL / BLOCK WALLS BC DL SEE THE TrRUSS LAYOUT FOR THE BRACING LOCATIONS 0.0 PSF 0 i I I DATE : SCALE: 1/411 v 1_011 DESIGN SERVICES INC. MOBILE/ OFFICE 352 - 206 -5827 \ OFFICE FAX 352 -588 -2342 . 8. HANLEY P 0 BOX 1325 SAN ANTONIO FLA, 33576 EMAIL: hanley06�embargmail.com SEE THE 5IMP60N STRONG TIES CATALOG FOR ANY ADDITIONAL INFORMATION ON ANY OF THE SIMPSON FASTENERS SPECIFIED ON TH16 PLAN. CATALOG C -2011 EFFECTIVE 1/ 1/ it USE SIMPSON HETA 16 EMBEDDED STRAPS WITH A MIN OF 4" EMBEDDMENT TO ATTACH THE ROOF TRUSSES TO THE MASONRY WALLS, FLO11413.3 ALL TEMPORARY AND PERMANENT BRACING INFORMATION FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY THE TRUSS COMPANY THAT PRODUCES THE TRUSSES. PRE - ENGINEERED ROOF TRUSSES 24" OC MAXIMUM SPACING= TC LL 20.0 PSF Tr, DL 1.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 31,0 PSF DUR.FAC, 1.25 DEFLECTION MEETS L / 360 LIVE AND L / 240 TOTAL LOAD ROOF FRAMING PLAN JOB NAME AND ADDRESS: NATHANIEL and ASHLEY NEWSON 5903 9th ST, ZEPH`t'RHILLS, FLORIDA 33542 -3612 GREAT ROOM F712 5F VERIFY ALL CONDITIONS AND SF BEFORE BIDDING OR CONSTRUCTION DAVID W. 5MITH, M5, PE, ( FLORIDA LIG.0 53ro0a f 352 - 521 -0865 OFFICE 352 - 521 -0861 FAX. 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 Q l HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE --(, THE FLORIDA BUILDING CODE 2001 EDITION `\ AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS AND UPDATES TO FBC -O-i, 7 DAVID W. SMITH MS. PE. * 53608