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dam' n11 <br />IL <br />7 <br />2x4 CROSS -BRACING RIDGE <br />20'-0" MAX <br />Cam! <br />U <br />O <br />.Q <br />OG <br />—>< <br />O <br />X <br />F <br />' <br />IDG0 <br />X <br />O <br />O <br />I <br />q� <br />- <br />O <br />F—>< <br />U <br />-I <br />O <br />Q <br />d <br />U.I <br />0 <br />TOP/BOTTOM CHORD GABLE <br />� <br />TEND BRACING e 48" O.C. MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES (MIN 2X4 ) <br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL <br />BRACINGOR CROSS BRACING REQUIREMENTS <br />', MINIMUM TRUSS IBRACING <br />2X8 RIDGE BOARD <br />CONT. 2X4 - <br />SIMPSON "1-13" - <br />HURR. STRAP <br />48" O,C, TYP, <br />2X4 HAILERS <br />(TYP.) <br />CONT. BOTTOM CHORD _ <br />BRACING 0"x4" MIN.) a Q-E <br />10'-0" MAX. <br />2X4 VERTICAL SCAB v 48" O.C. <br />(MAX.) CONN. W/ 4-16D NAILS 0 <br />TOP d SIMPSON "1-13" <br />HURRICANE CLIP AT BOTTOM. <br />2" X 6" (02 YELLOW PINE) <br />RAFTERS -s 24" O.G. <br />SIMPSON "143" <br />HURR. STRAP <br />\ EACH END <br />END NOT EXPOSED TO WIND <br />ROOF EDGE <br />3 2O <br />O <br />@1 3O <br />OG� <br />ORIDGE <br />O 1 <br />O <br />2 O <br />3 O O O O O <br />GABLE END <br />I 1 <br />5 -o PARTIAL ROOF PLAN 5'-0 <br />ZONE OI Sd RING SHANK NAILS AT 6" O.C. AT EDGES <br />8d RING SHANK NAILS AT 6" O.G. INTERMEDIATE <br />ZONES O 3O 8d RING SHANK NAILS AT ro" 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 />2X8 RIDGE BOARD <br />VERT. SCAB — <br />BEVEL CUT- <br />TYP, <br />CONT, 2X4 <br />NAILER TYP. <br />(2-16D NAILS <br />PER TRUSS) <br />SIMPSON "143" <br />HURR. STRAP <br />48" O.C. TYP, <br />ROOF VALLEY DETAIL <br />PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING <br />AT ALL ROOF CHANGES AND SIDE WALL AREAS <br />PER F5C 101.2.5 /R103.1.5. 103.8., 903.2 AND SOB <br />PLACE ROOF CEMENT COATING AT ROOF DECKS <br />EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING <br />WITH 1 1/2" ROOF NAILS 12" OC <br />NOT -TO -SCALE <br />0 <br />0 <br />0 0 <br />0 <br />o ° <br />o ° <br />o ° <br />0 ° <br />° ° o ° <br />0 ° <br />° <br />° SIDE WALLS OR CHIMNE' <br />0 <br />O <br />0 0 <br />° ° MINIMUM 8"X8" 26 GA ANGLE FL <br />° OR STEP FLASHING, SEE NOTE f <br />0 <br />ROOF DECK AT SIDE WALLS <br />TYPICAL ROOF FLA,5HING DETP41L. <br />NOT TO SCALE <br />NOT TO SCALE <br />SIMPSON H3 FRAMING <br />ANCHOR TYP. <br />ROOF SHEATHING <br />SECTION "A" -"A" <br />BUSSES BELOW SHEATHED <br />RIOR TO VALLEY FRAMING <br />ISTALLATION. <br />6 (02 YELLOW PINE) <br />VALLEY FRAMING (TYP.) <br />COMMON TRUSS <br />4-16D TOE NAILS im <br />RIDGE BOARD END <br />24' 8" 23' 4" <br />GABLE ENDTRUSS <br />----------------------- ------ <br />I I <br />III ,I, <br />I I I I <br />I I <br />III ,I, <br />I I I I <br />I I <br />I I I I <br />I I I I O <br />O <br />O <br />II <br />I I III <br />II O <br />till <br />I I I I <br />I I I I <br />III III <br />I I I I <br />I I I I <br />I I I 1 <br />III III <br />I I I I <br />c!J <br />I I I I <br />cA <br />10 <br />>01 <br />>01 <br />- - - - - - - - - - - <br />\I <br />GIRDER TRUSSAf <br />I <br />I <br />I I <br />USE (U SIMPSON HETA20 STRAP Al EACH SIDE OF <br />I <br />GIRDER TRUSS AT EACH END POURED IN WALL. 1 <br />FILL NAIL HOLES WITH IODXI 1/2" NAILS <br />I I <br />I I <br />I <br />I <br />I I <br />0 <br />EXISTING BLOCK <br />I ALL REMOVED- tz <br />u I <br />0 Cll <br />lu 10 I <br />I <br />I I <br />1 I <br />I <br />I <br />I <br />I <br />I <br />I I <br />1 <br />I <br />/ I <br />J <br />O <br />_ <br />III III O <br />I I I I <br />I I I I <br />'II III <br />GABLE E D TRUSS <br />14' 011 1& 011 tall 6' 011 10' 411 <br />ol 4Q1 O11 <br />I I PLAN <br />�I /� USE (U SIMPSON HIOA CLIP AT ALL TRUSSES TO <br />ROOFTRUSS Pi�A `l 114II � � I O 11 HOES WITH MIODXIDI/2" NAILS. 2X6 PT OP PLATE, FILL NAIL <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 415" <br />4'-5" TO 810" <br />8'O"- 12'O" <br />12'0" TO 1610" <br />2411 <br />0'-0" TO 4'0" <br />4'0" TO 1'0" <br />1'0" TO 10'0" <br />10'0" TO 14'O" <br />NO ANGLE BRACING REQUIRED WHEN <br />GABLE IS NO MORE THAN 24" TALL IN <br />CENTER <br />BACKNAIL W/ (2) ]t- """ <br />2X4 WEB BLOCKS NAILED IN BETWEEN <br />WEBS WITH (2) 160 NAILS EACH END WITH <br />(6) I&D NAILS AT EACH END NAIL TO 2X4 <br />2X4 ANGLE BRACING AT 48" OC ALO <br />GABLE END NAIL ENDS TO 2X4 BLOCf <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 />GA5LE END 5RACING 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 90 qo <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 80 COMMON NAILS <br />ATTACH BOTTOM CORD OF GABLE TRUSS <br />TO 2 X 6 PLATE WITH 160 NAILS 6" or - <br />[IN 2 X 6 P.T. PLATE WITH <br />2" X 8" ANCHOR BOLTS <br />,T 24" OC, <br />-00 <br />T.LZ4 ANWN P.E. LICENSO-,�O. 654 <br />P. 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