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0 <br />Ln <br />r <br />r <br />r— — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />I I <br />� I <br />ROOF TRUSS PLAN 1/411 = 11 O11 <br />2x4 CROSS -BRACING 6 RIDGE <br />20'-0" MAX <br />I I I z <br />mm <br />I <br />Ipm <br />11 <br />mmo <br />111 Rh,- <br />IN <br />10. <br />a <br />0 <br />W, <br />0-mm <br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL <br />BRACING OR CROSS BRACING REQUIREMENTS <br />REQ. MINIMUM TRUSS 5RAC ING <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 />!r 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 />TOP/BOTTOM CHORD GABLE <br />17END BRACING 0 48" O.G. MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES (MIN 2X4 ) <br />LU <br />.Q <br />CONT. BOTTOM CHORD <br />BRACING (1"x4" MIN.) m <br />10'-0" MAX. <br />0 <br />LIl <br />b" BLOCK WALLS <br />STORAGE <br />BY ADDITION <br />11N <br />ROOF EDGE <br />0 <br />0 <br />P <br />0 <br />3 <br />O <br />O <br />O <br />O <br />O <br />1 ttl <br />OO Q O RIDGELU <br />O O <br />O <br />O <br />¢�Q <br />O <br />2 O O <br />I- I v L _29 L 1_ <br />Q <br />ul <br />4 <br />3-131 <br />GABLE END <br />5- c <br />-o PARTIAL ROOF PLAN ' -o <br />ZONE OI Sd RING SHANK NAILS AT 6" O,G. AT EDGES <br />8d RING SHANK NAILS AT 12" O.C. INTERMEDIATE <br />ZONES O O Sd RING SHANK NAILS AT 6" O.G., 4" O,G, 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 8HE ATHING NAILING <br />NOT TO SCALE <br />FOUNDATION 4 SANITARY PLAN 1/411 = 11 O11 <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 8'0" <br />8'0"- 12'0" <br />12'0" TO 16'O" <br />24" <br />0'-0" TO 4'0" <br />410" TO 10" <br />110" TO 10'0" <br />10`0" TO 14'0" <br />BACKNAIL W/ (2) 160 NAILS <br />2 X 4 WEB BLOCKS NAILED IN BETWEEN <br />WEBS WITH (2) 16D NAILS EACH END WITH <br />(6) 160 NAILS AT EACH END NAIL TO 2X� <br />2X4 ANGLE BRACING AT 4S" OC ALONG <br />GABLE END NAIL ENDS TO 2 X 4 BLOCKING <br />WEB BLOCKING WITH (2) I6D TOE NAILS <br />In" CEILING BOARD / <br />OP GABLE NEEDED <br />2X4 OUTRIGGERS AT 24" CC <br />OUTRIGGERS TO <br />LWHEN <br />OVERHANG IS 12" ORCONNECT <br />GABLE WITH SIMPSON H2.5 <br />MAX. 24" OVERHANG <br />TzIff NOTE: NO L BRACING REQUIRED WHEN <br />PEAK OF GABLE IS 4'0" OR LESS <br />1" BRACING TO EXTEND AT LEAST SO 56 <br />MAXIMUM DEGREES OF WEB LENGTH l SEE TABLE ABOVE ) <br />M <br />STEP DOWN GABLE TRUSS WITH ONE LAYER <br />1/2" CDX SHEATHING OR 1/16" OSB NAILED <br />WITH 8D COMMON NAILS 4" OC _ SIMPSON LSTA24 OR EQUAL <br />AT 2'O" OC ( TYP) <br />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 />EXISTING 1'6" BLOCK WALLS <br />CARPORT AND STORAGE <br />NOT EFFECTED BY ADDITION <br />ARE NOT SHOWN <br />p g, wpm x ,! <br />a'Y �F"0�u9+�� Yw i Aa 1q ��, 9����✓�� <br />TYPICAL WOOD WALL BELOW <br />I HEREBr-C9R TfFY THA ® E REVI£�lU IIE ATTACHED <br />DESIGNSt�Np FOUND IT TO qt4 COMPLIAIZE WITH CHAPTER <br />16, SECTION-19,09 OF THE MORIDA SUIQDINGMODE ASCE 1-10 <br />FOR 139.h1N'S'EENTIRE E0Y0 �ORIDA BUILDING <br />CODE R1=SIDENVAL op, <br />e <br />r , <br />_ 3r <br />T.L. HANS`bNlt'li I Wei4r= NO. 38654 <br />P.O. BOX 1128, DADE CITY, FL 33526 <br />co <br />Z to <br />t% N <br />z Z 0M <br />0 <br />� � CD <br />N <br />Z OJ f� <br />rA UL <br />0 L9 <br />> <br />Lo <br />wo <br />U <br />z �Wo� <br />CO <br />In <br />W N <br />0- ch <br />N <br />0 m N <br />L' <br />a °' ce) <br />Q U <br />F- = LL <br />w N O <br />0 <br />W N <br />00 <br />CM <br />r <br />0 <br />m <br />m <br />fA <br />Lu ro <br />O <br />X� <br />z o `^ m <br />cn 1u <br />Z <br />l�llN u$z <br />111 :z LL <br />zz O N <br />z o�i <br />Ul <br />) <br />l o <br />c� <br />c i z_ ~ <br />44 <br />U w <br />Q <br />v <br />u, <br />m <br />� N <br />1)1 <br />m <br />U.l <br />H <br />Q <br />IR. <br />N <br />7 11 <br />co <br />Nd <br />IP <br />z <br />z <br />� <br />d � <br />p <br />p O <br />1L. <br />LLO i— <br />O <br />l� L ul <br />D_ <br />l� • <br />Lu <br />a�3:IN <br />LIVING <br />9O9 <br />FORCH 1 252 <br />FORCH 2 165 <br />TOTAL <br />1326 <br />FG <br />3 01= 4 <br />I -------- r__ <br />