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OTW SPACING L- BRACING NO L BRACING (2) 2 X 4 L BRACING (2) 2 X 4 L BRACING (2) 2 X 6 L BRACING 16 0' TO 4'5" 4' TO 6'0' 8'0' 10" 1 2'0' TO !6b" 24" 0 TO 4'0" 4'0' TO YO" TO' TO 10'0 10'0" TO 14'0 BACKNAIL W/ (2) 160 NAILS 2 X 4 WEB BL OCK6 NAILED IN e5lUEEN WE" WITH (2) '60 NAILS EACH END W/ (6) 160 NAILS AT EACH END NAIL TO 2 X 4 2 X 4 ANGLE BRACING AT 48" OC ALONG GABLE ENE) NAIL ENDS TO 2 X 4 BLOCKING IIE13 BLOCKING WITH (2) 160 TOE NAILS I,/2' GYPSUM WALL BOARD 2 X 4 NAILERS TYP 2 X4 OUTRiGGERO At 24' OC NOTOs CONNECT OUfRf TO NO laF2GP GAL3LE3 NEisDED <)A6LE' WITH SIMPSON 142.3 L/R WHEN OVERHANG 18 12" OR OR EQUAL LESS MAX. 24" OVERHANG / NOTE, NO L !'.RAGING REQUIRED '!'HEN PEAK O P GABLE A 4'0' CR LESS 11 "L" BRACING TO EXTEN AT LEAST 90 49 DEGFe =s OF WEB LENGTH l SEE TABLE ABOVE ) nAOCr.w -+ STEP DOWN GABLE TRUSS WITH ONE LAYER !/2 COX SHEATHING OR 1 1!6' OSB NAILED 4' OC WITH 80 COMMON NAILS ATTACH BOTTOM CORD OF GABLE TRU66 TO 2 X 6 PLATE WITH 160 NAILS 6' OC / FII MIN 2 X 6 P.T. PLATE WITH I& X 8" ANCHOR BOLT8 2 X 4 NAILER ATTACHED TO BOTTOM AT 24" OC. CORD OF GABLE TRUSS AND COMMON TRUSS WITH 2 EACH 120 COMMON NAILS AT H GHT MEMBER OF GABLE END BRACING DETAIL 2 X 8 +2 YELLOW PINS RIDGE BEAM TYP. PERT SCAS CONT. Z X 4 NAILER TYP _ 2- 160 NAILS PER TRUSS 8 s5VEL CUT TYP SIMPSON 143 FRAMING ANCHOR TYP. r-- ROOF SHEATHING UPS RT3 OR SIMPSON 143 HURR STRAP 48' OC TYP. SECTION "A" - "A" 2 X 8 0 2 YELLOW PINE RIDGE BEAM TYP. 2X4CONT UPS R13 OR SIMPSON 143 HURR STRAP * 48' OG TYp. ROOF VALLEY 09TAIL '1�I'1 ?ICAL CONV FRAME VALLSY OSTAIL THE oupit 4MDER6tq" THAI rl 6fwaxw cmmrzo No uAe3'EJ(Y IN6111'tPt s ANfy T>�w cf¢E ".z"6 to 4OLP NARE'1E,964 IID4 1c't. At* DEfEt41<3 0I =64NM FROM ALL (t"i * 1-06"6 ANC? 004- ;N6Et1 fz9A60WLs ATto"Ay FEEL!) ARI6Mb OUT QF dirt R%, LTINO FROM tWO F'RQ.IFGt. T14E pEfiIGNEA W GOOF? FAITH ATT13'IpT TO PRGVIDE E}2R013 FREE COh6 %4ri0 DRAW0406. '50 IN THIL OA NI �ROR6 OCCUR THE OE64NER WILL. NOT as LIAm 1=0R C06T OF REPAI96 OR DELAY TO THE CON6TRUCTION" tWE6 BELOW SHEATHED VOR TO VALLEY FRAMING STALLATION 6 0 2 YELLOW PINE .LEY FRAMING TYP. COMMON TRUSS 4- 160 TOE NAILS s RIDGE BOARD END 2 X 4 VERTICAL SCAB s 48" OC MAX CONN. W/ 4 160 NAILS • TOP 1 USP RT3 OR SIMPSON H3 HURR CLIP AT BOTTOM 2 X 6 0 2 YELLOW PINE �— RAFTER * 24" OC UPS RT3 OR SIMPSON 143 HURR STRAP EACH END tt U P UPT CONNECTIO FOR MASONRY WALLS SIMPSON STRONG- TIH C,ONNEOTIONO ROOK UPLIFTS OF I?03f ANO LE66 U6E (1) 611PSON katA24 UtH (16) 100 X 1 1/1' NAILS 611"p60N 6TRO1 6PRUCS - PINE - FAR LATERAL LOADS 6EE PAGE 123 CATALOG C 033 4 1 60 ) l 1 PLY TRUES) FI 210 F2 623 ROOF U'*UFTS OF 2310 ANO LE66 USE (U 64MPWN H14ETA24 WITH QU 100 X 1 1/2' MAIL$ 62-tP60N 0RON4410 SEE PAGE 0 CATALOG 42002 6PRUGE - PINE - FIR L.AtRPAL. LOADS (133 2 160 ) ( I PLY T RU66 A 710 F2 620 ROOT UPLIFTS OF 9$W ANO L06 USE (1) 811 MGT UA I4 (?2) 100 x I V2' NAILS TO GIRDER AID 56' ISOLT 10 CONCRLttE 61MP6ON 6TRONG -tIE NO LATERAL. LOADS 6EE PAGE t24 CATALOG 0-2002 ROOF uPLIFTb Of 10980+ ANO Ls" U6E (I) 61MP60N HG - 2 WITH (a) LOO x 1 1/2' NAILS TO GACER ANO (2) 3/4' MOLLS N CONGREITLLL ( 2 PLY GIRDER6 ) SIMPSON 6TRON4 -tim SEE PAGE 124 CATALOG C -2002 NO L-' LOA06 ROOF UPLIFTS OF 10330 OR LF-66 USE (1) 6IMPSON HGT - WITH (8) 100 X 1 1/2' NAILS TO GIRDER AND (2) 314' ISOLT6 N CONCRETE ( 3 PLY 4AX R6 ) 6U'1P60N 6TRONG -TIE NO LATERAL LOADS SEE PAGE t24 CATALOG C-2002 ROOF UPLIFTS OF WW ANp LESS USE (1) 6IMP60N HGt UATH (16) I00 x 1 1/1" NAILS TO GIRDER AND (2) 314' MOLTS N CONCRETE ( 4 PLY GIRDERS l 61MP60N STRONG -TIE SEE PAGE t24 CATALOG 42002 NO LATERAL. LOADS U a U PL IFT CON NW ON6 F014 FOOD WAL1.6 81MPWN 61PONO ► TIE OONNEGTIONB ROOF UPLIFTS Of 365+ At0 LEO U6E n) 6l1 IP60N H2.9 HURRICAtr'E TI LL HEIGHT TO E3 VERIFED BY TRUSS MANUFACTURE U11TI4 3-90 NAILW to TRU66 ti NAILS TO PLATE ROOL' UPLFTS FROM UP t0 0 440 USE (13 6" e �� 60 �� 14 HOT -2 TIM DOWN At14 61HPWN 6TRONQ TIM 6PRUGM - 60. PNE - FIR Da&M, 6TU> P UNDER G ItA04 4*DM U6E i 63-OWN HTTn ON M04 60 PAGE 196 CATALOG 0-2002 LATp4AL LOAF ( I }3 t 160) FACE Of 611,0 PACX USE (2) S/6' THRU ISOLT6 FRAM 6W TNROUGN PLATE Fq I'$Q F2 AN AWYE. U6E 8.100 NAIL4 t0 TOM AND 321613 NAILS TO t0 HOT-2 TIE7< 00 6r.66 66 ZA40 HTT4 TIE l 2 PLY 4*664) . 8001 UPLIFTS OF 4W AND LESS U68 (1) 61MP60N H I IIJARICANLII TILLI *w6ON OTRONO tie NO LATERAL LOA" UT14 4-40 NAILS TO TRU66 4-90 NAIL6 TO PLATE I FACIE OF T"s 6% PAGE 1140 4 24 CATALOG 0-2002 61MP6ON 6TRONO TB 6pRUGE - PNP - FIR 6EE 0AGE 196 CATALOG C -2002 LATERAL LOAD ( 133 4 160) F1 1150 F11+30 RQOf UPLIFTS FROM 4W TO 910* UU (V 61WOON 4 T!O ROOf uPLIFT4 FiRo I UP t0 OW)b U69 (1) 61 HP60H HOT -3 TIE DOIUN UAN UN 4-90 NAIL TO TRUSS 4 NAILS TO PL.Af t I MC4 PAC Of Tft" TROLS 04> P ACX WWElb GIRDS USE t 144 61t1P6ON H7772 ON I? 404 61Mp60N 6TRON0 Till 6PR1}GE - P" - FIR F�4CLt 41' 61I I0 PACK, USE (2) ?16' 1HRU �lfi6 F1k0M SW tHl�OUKs14 PLATE 6E8 PA 11 136 CATALOG C-2001 LATERAL LOAD ( 133 # 160) tQ Nc3i =3 T4 Dp1l� / yOtirit. U6Q , , 0 NAILS TO TRU66 AND 32 ibD *tAA.b t0 A 16o F2 130 6tUD6 I'AO4 HTt?i TO DOWN ( 3 PLY GIRDL Q ) 6tHP604 6TRON0 TIE NO LATERAL LOADS Um PAVE 140 2 24 CATALOG 0-2002 ROOF UPLIFTS FROM %is UP TO 14W USE 6►MP6024 HT620 TW16T 6TRAP ---- _ - - -- WITH 10 -100 NAILS TO TRU66 10 -100 NAILS TO PLATE _ ---- 61MP6ON 6TRONG tit; NO LATERAL LOADS ----- -- -- 6EE PAGE 139 CATALOG 0.2002 ROOF UPLIFTS FROM UP TO OW50 UN (V 69-IP60H 14OT -3 TIE DOWN WITH (4) QTt.10 PACK UNDER (2*DF„IQ.'U68 10,4114 6U'1P60N HTT?2 ON 24434 ROOF UPLIFTS FROM UP TO 3)30 USE (1) 6&1P6ON MGT TIE OOWN WITH FACE Of 6TUO PACK- U6E (1) !W6' THRU MOLTS FROM STUD tHROUGN PLATE DOW" 61.0 PACK ugDm G u6% I EAC14 61MP60N PHpS ON I TO HOT-4 Tilt COUN ABOVE USE 6-100 NAIL6 TO TRU88 ANO 32 -160 NAIL6 TO FACE OF STUD PACK. U6* 318" THRU MOLT FROM STUD THROUGH PLATE 6TUD6 FAC14 WTT22 TIE DOWN ( 4 PLY GIRDER ) TO MGT TIE DOUN A40YE. U6E 72-100 NAL6 TO TRU66 14-1/4' x 3' 606 Trm W000 6CRL?t1±b t0 6tU08 (I PLY GIRDER ) 6Lt1P60N 6TRONG TIE NO LATERAL LOADS 6IMP604 6TRONG TIE NO LATERAL LOADS SEE PAGE 140 1 24 CATALOG C•2002 6EE PAGE 140 8 h CATALOG 0-2002 41' 4" 19' 4" 32' O'. TRUSSER CANTILEVER FROM CONCRETE BED LL HEIGHT TO E3 VERIFED BY TRUSS MANUFACTURE - --- __ ---- _ - - -- ------------ _ ---- _ ---- ----- _ ---- ----- -- -- ----- _ ---- Trm ILL- / / / \ SCISSOR TRUSSES. ALL DROP ETAS TO BE VE:.RFIE D BY BUILDERS / / a / / / / \ GIRDER 8/12 PITCH 8/12 PITCH G112DEFR GABLE END TRU66 2'O" MET 8ACK 2O' O" 13 14' 4" 41' 4" ROOF TRU88 PLAN 1/41 _ 1'p TRU66 MANUFACTLAS TO PROV-PS COC.Ui"ENTS WITH ENGINEERING A-40 UPLIFT 05TAIL6. IT WILL Bic TI-9 OWNERS✓(:ONTRACTORS RE611PON615 ITY t0 OSTAIN THE69 DOCUMENTS AT PE:Ri" IITTiNG ( IF REQUiREV) FROM THE tRU66 MAJNWACtURIL REFER TO 61MP60N STRONG T I'F CONNECTION CHART PROVIDED ON DRAWiNG6 AND TRU66 ENGINEERING 000W -1 NTATTON FOR UPLIFTS ANO U63 PROPER ANCHOR FOR D4063 CONNJcGTION6, f1/ cW S 'r 0401NOUQNO INC. R4L- 04GINEER6 r R:CiaARO L K_►OpP.Y> FLORIDA I,.IGL IGL 141Ji'OFA I HEROY Cr;Rt +Y TKAT T'Pi €6* PkM* At'.0 W, jAtION6 "0 PRrpARL ? E3Y h3 p14 440g* MY D Eot 6UPERVI610K ARM IN COMPL!ANC P Wt1N " FLOXIDA OWCCiNG CODS 2001 FOR 110 MPI4 f 3 BECONf� GU6t ) I IN0 ZON¢ • 9Q MF�14 FA646T SPEED m i l l - ,,, j 41i■fLIEL�"°