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f <br />2 X4 NAILERS <br />(TYP. ) <br />2" X 8" RIDGE BOARD <br />CONT. 2"X4"— \ <br />USP "RT3" OR - <br />SIMPSON "1-13" <br />HURR. STRAP m <br />48" O.C. TYP, <br />2" X 8" RIDGE BOARD <br />IS' O" 41011 14' 8" <br />ENGINEERED ROOF TRUSS PLAN 1/4" = 11 O1I <br />2"X4" VERTICAL SCAB m 48" O.C. <br />(MAX") CONN, W1 4-16D NAILS m <br />TOP E USP "RT3" OR SIMPSON "1-13" <br />HURRICANE CLIP AT BOTTOM. <br />2" X ro" (02 YELLOW PINE) <br />RAFTERS m 24" O.C. <br />USP "RT3" OR <br />SIMPSON "1-13" <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" 517 <br />NAILER TYP <br />(2-16D NAILS <br />PER TRUSS) <br />USP "RT3" <br />SIMPSON "1-13" <br />HURR. STRAP m SECTION 11A11—IIA11 <br />48" O.C. TYP, <br />END NOT EXPOSED TO WIND <br />4-16D TOE NAILS m <br />RIDGE BOARD END <br />ROOF VALLEY DETAIL <br />NOT -TO -SCALE <br />BUSSES BELOW SHEATHED <br />RIOR TO VALLEY FRAMING <br />ISTALLATION. <br />X 6" (02 YELLOW PINE) <br />VALLEY FRAMING (TYP.) <br />COMMON TRUSS <br />0 <br />in <br />� <br />w <br />U <br />Q <br />O <br />4� <br />ROOF EDGE <br />0 <br />ORIDGE <br />Q <br />O <br />O <br />ul <br />9 0 <br />1 <br />O <br />O <br />O <br />O <br />O <br />5'-0" <br />O O <br />O <br />3 <br />UJI <br />O 4 <br />0 <br />to <br />GABLE END <br />PARTIAL ROOF PLAN 5'-0 <br />ZONE OI 8d RING SHANK NAILS AT 6" O.C. AT EDGES <br />Sd RING SHANK NAILS AT O.C. INTERMEDIATE <br />ZONES 2O 3O ad RING SHANK NAILS AT 6" 0"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 />PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING o 0 <br />AT ALL ROOF CHANGES AND SIDE WALL AREAS ° <br />0 <br />PER FBC 101"15 /R703"15" 103"8", 9O3"2 AND S05 / <br />PLACE ROOF CEMENT COATING AT ROOF DECKS o <br />° <br />EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING °` ° <br />WITH 1 1/2" ROOF NAILS 12" OC ° <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />° <br />o <br />0 <br />0 <br />0 <br />° SIDE WALLS OR CHIMNE' <br />o ° <br />° <br />0 <br />° ° MINIMUM 8"X6" 26 GA ANGLE FL <br />° OR STEP FLASHING, SEE NOTE <br />° ROOF DECK AT SIDE WALLS <br />TYPICAL ROOF FLASHING DETAIL <br />NOT TO SCALE <br />19' O" 4' O" 14' 8" J <br />FOUNDATION PLAN 1/4" = 11 O" <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 />16010-0 <br />TO 45 <br />I <br />4-5 TO 80 <br />80 - 120 <br />120 TO I60 11 <br />24" <br />0'-0" TO 4'0" <br />4'0" TO 1'0" <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" <br />2 X 4 WEB BLOCKS NAILED IN BETWE <br />WEBS WITH (2) 160 NAILS EACH END U <br />(6) 160 NAILS AT EACH END NAIL TO <br />2X4 ANGLE BRACING AT 48" OC ALONG <br />GABLE END NAIL ENDS TO 2 X 4 BLOCKING <br />WEB BLOCKING WITH (2) 160 TOE NAILS <br />f <br />1/2" <br />CEILING BOARD 2 X 4 NAILER ATTACHED TO BOTTOM <br />CORD OF GABLE TRUSS AND COMMON <br />TRUSS WITH 2 EACH 120 COMMON NAILS <br />AT EACH UPRIGHT MEMBER ON GABLE <br />GABLE END BRACING DETAIL <br />NOTE: NO L BRACING REQUIRED WHEN <br />PEAK OF GABLE IS 4'0" OR LESS <br />BRACING TC EXTEND AT LEAST SO <br />OF WEB LENGTH l SEE TABLE ABOVE) <br />DOWN GABLE TRUSS WITH ONE LAYER <br />DX SHEATHING OR 1/16" OSB NAILED <br />3D COMMON NAILS,," OC <br />3ON LSTA24 OR EQUAL <br />:�" OC ( TYP) <br />2x4 CROSS -BRACING m RIDGE <br />20'-O" MAX I 7 <br />W <br />U <br />- <br />OQ <br />�G <br />O <br />y- <br />ikorst <br />X <br />O <br /><1 <br />OE <br />� <br />qx <br />mxi <br />w <br />OD BEAM OR <br />LL BELOW <br />NOT TO SCALE <br />TOP/BOTTOM CHORD GABLE <br />17END BRACING 6 4B" O.G. MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES (MIN 2X4 ) <br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL <br />BRACING OR CROSS BRACING REQUIREMENTS <br />REQ, MINIMUM TRUSS 5RACING <br />U.I <br />J <br />m <br />4 <br />CONT. BOTTOM CHORD <br />BRACING (1"x4" MIN") m <br />10'-0" MAX" <br />U N <br />Lo <br />M <br />z cM <br />J� <br />� O <br />Oo <br />J N <br />LL � <br />�_ to <br />to <br />_ N <br />U Lo <br />~ Ccl <br />v� W5 Q Q <br />-� <br />W N <br />Z Q <br />3 A — <br />m 04 <br />: <br />co a) Lo <br />M <br />W <br />2 U_ <br />�LL <br />W <br />O <br />00 <br />O <br />M <br />!n <br />m <br />LU <br />0 <br />X m m <br />z <br />z <br />`� <br />Lu <br />O <br />— <br />� <br />ul� <br />8o <br />�� o <br />Z0-LLI <br />z <br />3: <br />U <br />zz <br />a4 <br />0 <br />�w <br />y- <br />o <br />cp <br />~ <br />f— <br />4 <br />z � <br />w <br />0 <br />C, <br />C, <br />L, <br />m <br />z <br />O <br />ui <br />z <br />Q <br />Q <br />"7 <br />i <br />ll- <br />Q <br />z <br />mi <br />O <br />u- <br />J-1-1 <br />LIVING <br />310 SQ. FT, <br />OVA <br />m <br />rftft : pLty <br />T.L. HANS0 LICENv l�l0. 38654 <br />940. BO�.X iJ�8�AtE rITYM 33526 <br />I HERBY `IF�TM1at+SE ll$"-AND SPECIFICATIONS fG <br />WERE PRE I97 ME OR VER,d°ia'IY DIRECT SUPERVISION <br />ARE IN C" NEE' PH_' Akff. ; i 16, SECTION 16OS OF THE <br />FLOR11 14 �1 ' 011� T DITION AND ASCE 1-10 2 O 3 <br />FOR 13S MPH "eCATEGORY 11 AND THE ENTIRE <br />2011 BUILDING C�.f$IS<YTIAL roTH EDITION <br />