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CL <br />a <br />ROOF EDGE <br />3 <br />2O <br />3O <br />O <br />ti�A <br />O <br />O <br />��O <br />OG� <br />O <br />1 <br />OO <br />� <br />O <br />RIDGE <br />��. <br />Q <br />ill <br />0 <br />ENO <br />NQ <br />2 <br />O <br />O <br />3 <br />O <br />Iz O <br />O <br />O <br />O O <br />O <br />GABLE END <br />5 -o PARTIAL ROOF PLAN 5'-O <br />ZONE O1 Sd RING SHANK NAILS AT 6" O,C, AT EDGES <br />8J RING SHANK NAILS AT 6" O.C. INTERMEDIATE <br />ZONES O O 8J RING SHANK NAILS AT 6" O.C., 4" O,C, AT <br />ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL <br />NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED <br />AND OCCUR OVER A FRAMING MEMBER. <br />ROOF SHEATHING NAILING <br />NOT TO SCALE <br />2x4 CROSS -BRACING IT RIDGE <br />20'-0" MAX <br />Q <br />U <br />O>< <br />Q <br />0 <br />X <br />E <br />IDG <br />X <br />O <br />AI <br />O�ca <br />4�>< <br />- <br />O <br />OQ <br />c� <br />W <br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL <br />BRACING OR CROSS BRACING REQUIREMENTS <br />REQ. MINIMUM TRUSS 5RACING <br />PROVIDE MINIMUM I(o" 26 GA VALLEY FLASHING o 0 <br />AT ALL ROOF CHANGES AND SIDE WALL AREAS 0 <br />PER FBC 101.2,5 /R103.1.5. 103.8., 903.2 AND S05 0 <br />PLACE ROOF CEMENT COATING AT ROOF DECKS 0 0/ <br />EDGES OF FLASHING AND ALL LAPS, NAIL FLASHING 0 <br />WITH 1 1/2" ROOF NAILS 12" OC o <br />0 <br />0 <br />0 0 0 <br />0 0 <br />0 0 <br />0 <br />0 <br />0 0 <br />0 0 <br />0 <br />0 <br />0 <br />0 0 <br />0 <br />0 0 <br />0 <br />0 <br />SIDE WALLS OR CHIMNE' <br />MINIMUM 8"X8" 26 GA ANGLE FL <br />OR STEP FLASHING, SEE NOTE a <br />ROOF DECK AT SIDE WALLS <br />W <br />Q <br />Q 2" X 8" RIDGE BOARD <br />s <br />CONT. 2"X4'L-� <br />Lu <br />A <br />USP "RT3" OR <br />SIMPSON "H3" <br />HURR. STRAP m <br />48" O.C. TYP. <br />O <br />`n 2" X 8" RIDGE BOARD <br />TOP/BOTTOM CHORD GABLE <br />END BRACING a 48" O.G. MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES (MIN 2X4 ) <br />CONT. BOTTOM CHORD <br />BRACING (1"x4" MIN.) m <br />10'-0" MAX. <br />TYPICAL ROOF FLASHING DETAIL <br />NOT TO SCALE <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />2"X4" HAILERS <br />(TYP.) <br />2"X4" VERTICAL SCAB m 46" O.C, <br />(MAX.) CONN. W/ 4-16D NAILS a <br />TOP E USP "RT3" OR SIMPSON "H3" <br />HURRICANE CLIP AT BOTTOM, <br />2" X 6" (02 YELLOW PINE) <br />RAFTERS 6 24" O.C. <br />USP "RT3" OR <br />SIMPSON "H3" <br />HURR. STRAP m <br />EACH END <br />SIMPSON H3 FRAMING <br />ANCHOR TYP. <br />/--- ROOF SHEATHING <br />VERT. SCA+OR <br />BEVEL C <br />TYP, <br />CONT, 2"X4" <br />NAILER TYP <br />(2-16D NAILS <br />PER TRUSS) <br />USP "RT3" <br />SIMPSON "H3" <br />HURR. STRAPS SECTION IIAII24 <br />II <br />48" O.G. TYP, <br />4-16D TOE NAILS m <br />RIDGE BOARD END <br />2USSES BELOW SHEATHED <br />RIOR TO VALLEY FRAMING <br />ISTALLATION. <br />X ro" (02 YELLOW PINE) <br />VALLEY FRAMING (TYP.) <br />C <br />b <br />COMMON TRUSS s <br />END NOT EXPOSED TO WIND <br />ROOF VALLEY DETAIL <br />NOT -TO -SCALE <br />STUD SPACING <br />L- BRACING <br />NO <br />L-BRACING <br />(1) 2 X 4 <br />L BRACING <br />(2) 2 X 4 <br />L BRACING <br />(2) 2 X 6 <br />L BRACING <br />16" <br />0'-0" TO 4'5" <br />4'-5" TO 810" <br />8'0"- 12'0" <br />12'0" TO 16'0" <br />24" <br />0'-0" TO 4'0" <br />4'0" TO TO" <br />1'O" TO 10'0" <br />10'0" TO 14'0" <br />NO ANGLE BRACING REQUIRED WHEN <br />GABLE IS NO MORE THAN 24" TALL IN <br />CENTER <br />BACKNAIL W/ l2) It <br />2X4 WEB BLOCKS NAILED IN BETWEEN <br />WEBS WITH (2) 16D NAILS EACH END WITH <br />(6) 16D NAILS AT EACH END NAIL TO 2X4 <br />2X4 ANGLE BRACING AT 48" OC ALO <br />GABLE END NAIL ENDS TO 2X4 BLOC► <br />WITH (2) 16D TOE NAILS <br />1/2" <br />2X4 NAILER ATTACHED TO BOTTOM <br />CORD OF GABLE TRUSS AND COMMON <br />TRUSS WITH 2 EACH 12D COMMON NAILS <br />AT EACH UPRIGHT MEMBER OF GABLE <br />GABLE END BRACING DETAIL <br />NOT TO SCALE <br />NOTE: NO L BRACING REQUIRED WHEN <br />PEAK OF GABLE IS 4'0" OR LESS <br />"L" BRACING TO EXTEND AT LEAST SO 9G <br />OF WEB LENGTH ( SEE TABLE ABOVE ) <br />DOWN GABLE TRUSS WITH ONE LAYER <br />CDX SHEATHING OR 1/16" OSB NAILED <br />)C WITH 8D COMMON NAILS <br />ATTACH BOTTOM CORD OF GABLE TRUSS <br />TO 2 X 6 PLATE WITH 16D NAILS 6" OC <br />IIN 2 X 6 P.T. PLATE WITH <br />2" X 8" ANCHOR BOLTS <br />,T 24" OC. <br />ARI C =Mn TCIIr- <br />2-l' 8" <br />ENGINEERED ROOF TRUSS PLAN 114" = 11 OII <br />DIMENSIONS ARE APPROXIMATE AND MUST <br />BE FIELD VERIFIED BY CONTRACTOR BEFORE <br />CONSTRUCTIONS BEGINS <br />00 <br />Z— HA$SON P.E. n[rGENSE NL�'CITY, 13 F+�t <br />OF <br />I HERBY CERT$' Ib �� /�i1 l CQj1�1N1�- .'tPECiFICATIONS <br />WERE PREPARF� ``ssT,gS� EIQ '!4RECT SUPERVISION <br />ARE IN COMPLIA1t�FJ A� �LCTION 1609 OF THE <br />FLORIDA BUILDING �6�•.', ON AND ASCE 1-10 <br />FOR 139 MPH WIND ZO fkN4 R4TEGORY If AND THE ENTIRE <br />2011 BUILDING CODE RESIDENTIAL 6TH EDITION <br />M <br />co C14 <br />U ZM <br />z <br />S2� <br />z �a <br />Wp o <br />0 <br />C� O N <br />(A Z I <br />cfl <br />J ul Lo <br />z 55 <br />V) <br />UI coM <br />Q W <br />' p <br />z <br />W 2Q o <br />A O d c) <br />omu? <br />ry <br />Qrn � <br />M <br />J W <br />a <br />H= <br />LL <br />W uL <br />pO <br />W N <br />ch <br />O <br />rn <br />m <br />W yl <br />o" 'm <br />z <br />�d �'�3 Lu <br />L <br />u`o <br />0 _ <br />1�UW z <br />zz o�o <br />W <br />Zca O V S <br />Q <br />U <br />W W-00 <br />zz o Q <br />O <br />-jw o <br />r" <br />0 w <br />m <br />v <br />m <br />m <br />m <br />N <br />N <br />m <br />4 <br />Ll <br />� <br />O <br />W <br />3 <br />� <br />r � <br />� <br />� F <br />w z <br />m <br />0 <br />0 0 <br />QC <br />LL <br />O <br />ul <br />(L <br />f=ZN <br />0 <br />ul <br />U <br />W <br />Z <br />O <br />M <br />O <br />ADDITION AREA <br />PORCH <br />221 SQ. FT. <br />GARAGE <br />85 SQ. FT, <br />PGA <br />5Or-ro <br />