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TRUSS DESIGN NOTE: <br />TRUSS 0 END OF CROSS BRACE TO BE DESIGNED <br />FOR ADD'L 70 PLF UP & DOWN TOP CHORD <br />DROP GABLE END TRUSS & LOOK(b <br />SEE STRUCTURAL NOTES A RAFTERS FOR O.H. GREATER THAN 1 <br />NAILING SCHEDULE FOR FOR 12" AND UNDER - SPACE OUTL <br />SHEATHING DETAILS BLOCKS AT 24" O.C. <br />2X4 SPF BLOCKING <br />LSTA18 - STRAP <br />'-OUTLOOKER BLK. <br />PANEL EDGES W/ (2) 1 <br />D <br />BLKG. ® 1ST TRUS <br />NAILS EA. END TO TRU <br />° SIMPSON MTS12 <br />-NAIL SHEATHING 0 4" <br />0. <br />2X6 BRAC Al D <br />° OOKOUT RAFTERS <br />STAGGERED W/ 8D <br />TO SIDE BLE <br />IF APPLICABLE <br />TRUSS B <br />STRUCT. SHEATHING <br />2X4 SPF CROSS BRACE <br />° 7/16" MIN. THK. - <br />0 48" O.C. - NAIL <br />AIL W/8D COM. ®" <br />10D AT EACH END & A <br />° 3" O.C. EDGES & 6 <br />CROSSING AT 4+6 AN <br />lE <br />O.C. FIELD <br />° 10D ®4" O.C. <br />ABLE TRUSS <br />USSE <br />° <br />NAIL TOP OF "T" <br />CO N <br />US 2X4 SPF NO TC B CK ® <br />TO GABLE TRUSS <br />° (W) <br />A ING <br />(4) TRUSS PLATE OE IL <br />SIMPSON H8 <br />B (8 <br />FT) NAILED 3-16D <br />10-10D X 1 1//2" <br />2X4 SPF BLOCKING <br />4 BLOCKING <br />0 4" 0. <br />BETWEEN TRUSSE <br />W/12D & <br />2-12D TO CH O D <br />° <br />0 48" O.C. MAX. <br />NAIL GABLE TRUSS <br />TO PLATE W/16D <br />4" O.C. <br />1/2" X 8" A.B. <br />1/2" MIN. DW CEILING <br />NAILED W/5D COOLE <br />® 48" O.C. MIN. <br />_/ <br />NAILS ® 7" O.C. 2X8 PT <br />PLATE <br />LINTEL <br />4 BAYS <br />COURSE <br />MASONRY <br />WALL <br />GABLE END BRACING <br />CRIPPLE STUDS ® 16" O.C. BETWEEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />W/ SP1 AND SP2 TOP AND BOTTOM EACH STUD <br />(2) 2X12 NO.2 SYP HEADER W/7/16" OSB <br />SPACER UNLESS NOTED OTHERWISE ON PLAN <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br />(2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING <br />TRIMMER STUDS: <br />(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE <br />(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE <br />FRAMING AROUND OPENINGS SHALL BE <br />NO.2 OR BETTER SYP <br />SEE PLAN FOR ADDITIONAL <br />SECTIONS REQUIRED <br />10D TOENAILS OR (2) <br />ENDNAILS EA. STUD <br />�. „� „��� .,. NNECTIONS THAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br />CRIPPLE STUDS 0 16" O.C. BETWEEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />W/ SP1 AND SP2 TOP AND BOTTOM EACH STUD <br />(2) 2X12 NO.2 SYP HEADER W/7/16" OSB SPACER <br />UNLESS NOTED OTHERWISE ON PLANS <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br />(2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING <br />UNLESS NOTED OTHERWISE ON PLANS <br />TRIMMER STUDS: <br />(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE <br />(2 REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE <br />FRAMING AROUND OPENINGS SHALL BE <br />NO.2 OR BETTER SYP <br />SIMPSON A34 EACH END, TYP. <br />DBL. 2X4 SILLS FOR WINDOWS <br />CRIPPLE STUDS 0 16" O.C. <br />W/ SP1 AND SP2 EACH STUD <br />LS OR (2) <br />-A. STUD <br />VNECTTONS THAT <br />MAY BE REQUIRED FOR�SHEAR AND/OR UPLIFT FORCES <br />W/O VOLUME <br />N.T.S. <br />L MS� SCALE: CEILING I PLEFRAMING <br />N.T.S. S <br />@ EXTERIOR DOOR OPENING 2� SCALE: I PLEN.T.S.FRAMING <br />SS <br />@ WINDOW OPENING <br />A: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR 0.4H, WHICHEVER IS SMALLER, BUT NOT <br />LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT ( 1 M). <br />COMPONENT & CLADDING DESIGN PRESSURE <br />(123 MPH, 3 SEC GUST, 2.1/12 PITCH, EXPOSURE B, HEIGHT = <br />0 TO 30 FEET, IMPORTANCE FACTOR = 1 ) <br />(PSF) <br />TRIBUTARY AREA <br />ROOF <br />WALL <br />(FT 3 <br />(GCPI = +/- .18) <br />(GCPI = +/- .18) <br />ZONE 1 ZONE 2& 3 <br />ZONE 4 <br />ZONE 5 <br />10 <br />14.9 -23.7 14.9 -50.1 <br />25.9 -28.1 <br />25.9 -34.7 <br />20 <br />13.6 -23.0 13.6 -45.4 <br />24.7 -26.9 <br />24.7 -32.4 <br />50 <br />11.9 -22.2 11.9 -39.3 <br />23.2 -25.4 <br />23.2 -29.3 <br />100 <br />10.5 -21.5 10.5 -34.7 <br />22.0 -24.2 <br />22.0 -26.9 <br />125 <br />10.5 -21.5 10.5 -34.7 <br />21.7 -23.6 <br />21.7 -26.2 <br />NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN <br />ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE <br />LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. <br />2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE <br />BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE 1606.2D <br />OF THE FLORIDA BUILDING CODE 2001. <br />3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD <br />AND AWAY FROM THE BUILDING SURFACES. <br />'Ma <br />Z <br />12 <br />w <br />ul <br />k!w <br />Ni <br />l !: <br />o <br />iE <br />d <br />jE <br />U <br />z <br />;z <br />�9 <br />� <br />x <br />In <br />z <br />g 0In <br />oo <br />i2� <br />w <br />© <br />3 <br />W <br />m IJ,? <br />185OR <br />N <br />w <br />�,�inN <br />�Zw <br />to <br />00 <br />�r <br />z <br />x w <br />0 i <br />w� <br />o <br />cat <br />Z <br />W <br />m-:�OD <br />O <br />9 <br />pmp <br />�F0 <br />t Z <br />��8 <br />H8 <br />oz <br />z <br />Q <br />�. <br />J <br />a J C x <br />00 <br />Iy <br />ZQ <br />a� <br />0t <br />8U) <br />Ld <br />~ <br />WOz <br />=5w <br />o� <br />z <br />° <br />5 <br />0 <br />y <br />rn � <br />'d Lf) m a; <br />0 <br />3t�� o <br />cCl� ,4; NN 3Q <br />UC-4cr�)Utars� 3 <br />,,, z Q Q gz <br />"'_ W,z° F-6ww W0�zzLLa�oX��zOza <br />H H �wapW0ahwe <br />O O J� J c'rz <br />V <br />� z < <LLI LucnO�a'�LuLL a <br />aLu > a�� w z O z 0 <br />O <br />0 <br />0 <br />0 <br />ZCn7­1 <br />r*-.. <br />O��N <br />M-1 <br />cam/) <br />u <br />Q00 <br />, <br />Q <br />E <br />Z <br />O <br />O <br />110 <br />Lo <br />N <br />O <br />O <br />N - <br />LO _ <br />9r� > 0 __ F <br />r cl) N <br />Ln (D f <br />r U > <br />0 c <br />w <br />0 z <br />O� z <br />�g <br />0 SHEET NO. <br />zm <br />w ' ^ S4 <br />V , <br />N LAST PLOT DATE <br />O Mar. 21, 05 z <br />J <br />Z <br />Q W <br />" Z <br />W o <br />z <br />�w <br />O <br />wZ? <br />Luw <br />w= <br />m� <br />O~ <br />z� <br />Q <br />z <br />gw <br />z <br />Q <br />2g <br />-T f- till ii� �a l , Ifs 7 .I �I�-�� 1--I ___-T ---- - T- <br />