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Home My WebLink AboutTRUSS PAPERWORK0 ERFECTION RUSSES CUSTOMER: HARRY BLUE LOT/BLK/SUBDV: PEVEY RESIDENCE DATE: DESIGNER: JOB NUMBER: 11/01/99 DLT 99M5 COPIED SEAL SET ❑X PERmrr SET SCANNED BY St. Lucie County 'HORD 2x4 SP #2 N WEBS 2x4 SP #3 ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. i 9' 6' 9' 26' f - 2 26 Rv=1072# U=730# W=3"8 ALPINE ENGINEERED PRODUCTS. INC. * I MP0R TANTN* SHALL NOT BE RESPONSIBLE FOR ANY [�.N,..EVIATION FROM TH13 DESIGN OR THESE SPECIE ICAiIONS. OR ANY f ec t i on Trusses AILURE TO BUILD THE TRUES IN CONFORMANCE WITH OSTBB BY TPI. 0 Oslo Road LPINE CONNECi0R5 ARE MAOE OF 2OGA GALV. STEEL MEETING AGIN D Beach Ab GR B E%CEPT AS NDTED. APPLY CONNECTORS TO EACH FACE OF i da 32968 RUED A_ _LEE OTNERMIGE LOCATED ON THIS DESIGN. POSITION ONNECTORS PER DRAWINGS 130. BE 6 IbOA-F. DESIGN STANDARDS W/APPLICABLE PROYIS IONS OF NOS G TPI. AN ENGINEER'S EAL DN i..B PA. IN. AP, GS TO THE COMPONENT DEPICTED HERE T m m i �-2 Rv=1072# U=730# W=3"8 TC LL 20.0 PSF TC OL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF 24.0 U = 4/y1tl E=0.2579 F TE 11/O1/99 WG -ENG DLT 26 hips TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 T Un 8.50 FT FROM ROOF EDGE. = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - 11' i 4' i 11' -I T Ul m T L 26' �2. if 26' -�- 2' J Rv=1072# UT=730# W=3"8 Rv=1072# U=730# W=3"B ALPINE ENGINEERED PRODUCTS. INC. TC LL 20.0 PSF * IMPORTANT ** SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRO. THIS DESIGN OR THESE SPECIFICATIONS. OR ANY TC OL 7.0 PSF f ec t i on Trusses FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. J Oslo Road ALPINE CONNECTORS ARE MADE OF 2OCA DAILY. STEEL MEETING ASTM BC ❑L 1 10.0 1 0 . 0 PSF 7 Beach A445 GO B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 0 0 i da 32968 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION BC LL PSF CONNECTORS PER DRAWINGS 130. 150 G I5OA-F. DESIGN STANDARDS TOT .LD . 37.0 PSF CONFORM W/APPLICABLE PROVISIONS OF NOS O TPI. AN ENGINEER'S OUR. FAC . 1.25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. c gqr��RR.�nn�� SPAL-ROW 24. 0 �--TPI • TRUSS PLATE INSTITUTE NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 0 = 4/�JGG E=0.2579 F TE 11/01/99 WG -ENG DLT 26 hips 9 'HURD 2x4 SP #2 N WEBS 2x4 SP #3 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WINO TC DL = 5.0 PSF. WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. i 13' 1i. 13' - T Q T L 26' J �-2' I 26' 2' Rv=1072# U=730# W=3"8 Rv=1072# U=730# W=3"8 ALPINE ENGINEERED PRODUCTS. INC. * IMPORTANT ** SHALL NOT BE RESPONSIBLE FOR ANY TC LL 20.0 PSF REF DATE 1 1 /0 1 /99 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY TC OL 7.0 PSF Perfection 7965 Oslo Trusses Road FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH ASTER BY TAT. ALPINE CONNECTORS ARE MADE OF 200A DAILY. STEEL MEETING ASTN BD DL 1 1 0 . 10.0 0 PSF DRWG Vero F 1 olli Beach da 3296B A445 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE O TRUSS AM UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130. 150 O IGOA-F. DESIGN STANOAR05 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S BC LL TOT .LD. 0.0 37.0 PSF PSF -ENG DLT 26 DUR .FAC . 1.25 ' SEAL ON THIS DRAWING ARMES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. F--TPI • TRUSS PLATE THSTITUTE NOS • 1991 NATIONAL DESIGN ECIFTCATID CONSTRUCTION CCPnnBOG 24. 0 " c o mn TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �-2' Rv=1072# ENCLOSED BLDG. NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5:0 PSF. CALCULATED HORIZONTAL DEFLECTION OF 0.23" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. i 13' 13' _I T Q T l 12 f 26' 1 1 -� 13' + 13' _ 12' I 26 1 U=730# W=3"B Rv=1072# U=730# W=3"B ALPINE ENGINEERED PRODUCTS. INC. * I MPO RT AN T',* SHALL NOT BE RESPONSIBLE FOR ANY GEVIAi[ON FROM THIS DESIGN OR THESE SPECIFICPTIONB. OR ANY f ec t i On Trusses FAILORE i0 BOILO THE THUSS 1N CONFORMANCE WITH OBTBB BY 1PI. 5 Oslo Road ALPINE CONNECTORS ARE WAGE OF 2O6A GALV. STEEL MEETING ASTM D Beach A44G Gfl B ENCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF i da 32968 IRLSS AND IINLE55 OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNSET 0H5 PEN DRAWINGS 130. 150 G ISOA-F. DESIGN STANDAPOS CONFORM NJAPMLICAGLE PROVISIONS OF NUS 6 TPL AN ENGINEER'S SEAL ON LHIB GRANING APPLIES TO THE COMPONENT DEPICTED HERE TC TC BC BC TOT.LD. LL DL OL LL 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF DATE 11/( ORWG -ENG OLT 26 24.0" I comn J00: J�J`JJJOOJ HAHHY dLUE HEVEY' HES1 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N :B2 2x4 SP SS: WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION OF 0.22" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. 13' 13' W4X4 T12 W2.5X4 W2.5X4 T In 4 C� In W2.5X4 W5X6 W2.5X4 'T I,W3X6 (A1) v W3X6 (Al) W2.5X4 W2.5X4 W1.5X4 <v W1.5X4 v n 2 F1 12 L 26' J I---2' I- 13' - I 13' -� 26 Rv=1078# U=730# W=3"8 Rv=956# U=560# W=3"B UrbL,. = AUb SEU = 47938 PLATE -WAVE TPI95 TPI STD OTY= 7 PLIES= 1 TOTAL= 7 REV. 18.2e8 SCALE=0.2758 * ITPI F� 'F ALPINE ENGINEERED PRODUCTS. INC. MPORTAN I ** SHALL NOT BE RESPONSIBLE FOR ANY TC LL 20.0 PSF REF DATE 1 1 /0 1 /99 Perfection Trusses 7985 Oslo Road DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSO BY TPI. ALPINE CONNECTORS ARE MOE OF 20GA GALV. STEEL MEETING ASTN TC OL 7.0 PSF BC OL 1 0 . 0 PSF DRWG Vero Beach F 1 ol`i da 32968 A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UN-ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130. 150 G IGOA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NOS G TP1. AN ENGINEER'S BC LL 0.0 PSF TOT .LD. 37.0 PSF -ENG OLT 26 OUR. FAD. 1.25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 1 c o mn •--TPI • TRU55 PLATE INSTITUTE NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION jSpACm4G 24 . 0 " HORD 2x4 SP #2 N WEBS 2x4 SP #3 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL =5.0 PSF. WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T In In i 26 �2' } 26' Rv=107B# U=740# W=3"8 Rv=956# U=570# W=3"B ALPINE ENGINEERED PROOUCTS, INC. **IMPORTANT SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY f ec t i on Tr U55e5 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY IPI. 5 Oslo Road ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM D Beach A446 GA B EXCEPT AS NOTED. APPLY COMNECTORS TO EACH FACE OF r i da 32968 TRUSS AM UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130. 150 C IiOA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NDS C TP1. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER HAY. LL 20.0 PSF REF DL 7.0 PSF DATE 11/C DL 10.0 PSF DRWG LL 0.0 PSF -ENG OLT . LO. 37.0 PSF 26 TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SSCCI, SOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. f 9 e i 9 W4X6 W1.5X4 W4X6 T 42 T DO W2.5X4 W2.5X4 ti [*B W2XB (A1)m m� m W2X8(A1) 26' 2. 26' Rv=110`78# U=740# W=3"B Rv=956# U=570# W=3"B OESC. = ADS SEO = 47950 PLATE -WAVE TPI95 TPI STD OTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2e8 SCALE=0.2758 ALPINE ENGINEERED PRODUCTS, INC. * IMPORTANT 1OE SHALL NOT BE RESPONSIBLE FOR ANY TC LL 20.0 PSF REF DATE 1 1 /0 1 /99 Perfection Trusses 7985 Oslo Road DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TAOS IN CONFORMANCE WITH BITES BY TAT. ALPINE CONNECTORS ARE MADE OF 20GA DAILY. STEEL MEETING ASTM TC OL 7.0 PSF BC DL 10.0 PSF DRWG Vero Beach F 1 of i da 32968 A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130. 150 G 1GOA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF MIS G TAT. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. BC LL 0.0 PSF TOT .LD . 37.0 PSF -ENG DLT 26 DUR .FAC . 1.25 Spec N--TDI • TRUSS PLATE INSTITUTE NOR • 1991 NATIONAL DESIGN SPECIFICATION FOR M000 CONSTRUCTION C T SPANLIBx 24. 0 " TOP CHORD 2x4 SP #2 N :T2 2x6 SP SS: SOT CHORD 2x4 SP SS WEBS 2x4 SP #3 :W7 2x4 SP #2 N: (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH So NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. i 7' T 19' 26' �2' I 26' -7' �- 19' -� Rv=1955# U=1250# W=3"B erfection Trusses 965 Oslo Road ero Beach lor`ida 32968 ALPINE ENGINEERED PRODUCTS, INC. (*IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIiH OSTBB BY TRY. ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM A<AG GR B EXCEPT AS NOTES. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130. 150 G IBOA-F. DESIGN STANCAWS CONFORM W/APPLICABLE PROVISIONS OF NOS D TPi. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 5'B T Rv=1995# U=12iO# W=3"B SED = 47954 aEV. 18.2e8 SCALE=0.2758 LL 20.0 PSF REF OL 7.0 PSF DATE 11/OS/5 DL 10.0 PSF DRWG LL 0.0 PSF -ENO DLT .LD. 37.0 PSF 26 see ahovel hipm J00: L`JUJOOJ HAHHY bLUL NtVtY-Ht51U1zNUt / bU1 TOP CHORD 2x4 SP #2 N : T2 2x6 SP SS: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILINGORCONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T i� N _^ W4X6 (A2) Zt 4 12 D� W1.5X4 7' W5X8 (R) W3XB ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF. WIND TC DL = 5.0 PSF, WINO BC DL = 5.0 PSF. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. 6' I 7' 20' W2.5X4 T 5X4 W4X6 (A2) �220' 2' —� 7 6 7 429# Y# Rv=1514# U=1000# W=3"B Rv=15l4# U=1000# W=3"B =_B01SEO = ALPINE ENBINEERED PROOUCTS. INC. * I MPORTANTX * SHALL NOT BE RESPONSIBLE FOR ANY TC LL 20.0 PSF REF DATE 1 1 /0 1 /99 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY TC DL 7.0 PSF Perfection Trusses 7985 Oslo Road FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TRY. ALPINE CONNECTORS ARE MACE OF 200A GALV. STEEL MEETING ASTM BC OL 10.0 PSF DRWG Vero Beach Florida 32968 A<46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNE[TOPS PER DRAWINGS 130. 150 S I6OA-F. DESIGN STANDARDS CONFORM W/APPLICASLE PROVISIONS OF NOS D TPL AN ENGINEER'S BC LL 0.0 PSF TOT .LD . 37.0 PSF -ENG DLT 20 OUR .FAC . 1 .25 ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. %--TPI a TRUSS PLATE INSTITUTE NOS v 1991 NATTUNAL DESIGN SPECIFICATION FOR WDOD CONSTPNLTIDN ,�y...��nn ��ryry ��n SPAC NNAID see above hips TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. f 9' 2r 9' W5X4 W4X6 4 p�2 W2.5X4 W2.5X4 m m m BI m �2.5X4 (A1) W2.5X4(Al) W1.5X4 W3X8 W2.5X4 W1.5X4 f 20 �2, L 20' 2' Rv=850# U=600# W=3"B Rv=650# U=600# W=3"B ALPINE ENGINEERED PRODUCTS. INC. I MPORTANT X* SHALL NOT BE RESPONSIBLE FOR ANY OEVIATION FROM TH[S DESIGN OR THESE SPECIFICATIONS. OR ANY r f ec t i on Trusses FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH SITES BY TPI. 85 Oslo Road ALPINE CONNECTORS ARE MADE OF 2OGA DAILY. STEEL MEETING AST. ro Beach AA45 GR B EXCEPT AS No APPLY CONNECTORS TO EACH FACE OF or i da 32968 TRUSS AND UNLESS ARE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130. 15D O IBOA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NOS B TPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE TC TC BC BC TOT.LD. LL OL DL LL 20.O 7.O 10.0 0.0 37.0 PSFrEF PSF PSF PSFNG PSF 11/( DLT 20 24.0" I hi HORD 2x4 SP #2 N WEBS 2x4 SP #3 LOAD CONTINUOUS LOADS CASE SIDE L-PLF R-PLF START END 0 T 54.0 54.0 0.0 24.0 0 B 20.0 20.0 2.0 22.0 0 8 40.0 40.0 8.0 16.0 1 T -55.9 -55.9 0.0 2.0 1 T -49.3 -49.3 2.0 2.9 1 T -41.6 -41.6 2.9 9.0 1 T -49.3 -49.3 9.0 12.0 1 T -49.3 -49.3 12.0 15.0 1 T -41.6 -41.6 15.0 21.1 1 T -49.3 -49.3 21.1 22.0 1 T -55.9 -55.9 22.0 24.0 T Ln r m � N xMMLUAUINU UN IHIS IHUSS UALCULAILU UY IHUSb FAHHIUAIUH*M 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF. WIND BC OL = 5.0 PSF. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ONLY. DO NOT USE WITH PLASTER CEILING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 10' 10' U1 AV T in n m r 20 2 + 20 2 Rv=1012# U=700# W=3"8 Rv=1012# U=700# W=3"6 =._B03SEG = 4 rL,Alc-WAVC IF'1y0 IY1 kb IU UIY= 1 HL1tb= 1 IUTAL= 1 HtV. 1b.3e8 SCALE=U.32U2 ALPINE ENGINEERED PRODUCTS, INC. )()(IMPORTANT)(* SHALL NOT BE RESPONSIBLE FOR ANY TC LL 20.0 PSF REF DATE 1 1 /0 1 /99 Perfection Trusses 7985 Oslo Road DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. ALPINE CONNECTORS ARE MADE OF 20GA GALV: STEEL MEETING ASTM TC DL 7.0 PSF BC OL 10.0 PSF ORWG Vero Beach F1Of ida 32968 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130. 150 G IGOA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S BC LL 0.0 PSF TOT . LD . 37.0 PSF -ENG OLT 20 OUR. FAC . 1.25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTEO HERE IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. - c o mn .--TPI • TRUSS PLATE INSTITUTE NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION C�e ,,wwrr��TTw�nn�� SPAPU. r3 see above TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP SS WEBS 2x4 SP #3 LOAD CONTINUOUS LOADS CASE SIDE L-PLF R-PLF START END 0 T 54.0 54.0 0.0 22.1 0 B 20.0 20.0 0.0 20.0 0 B 40.0 40.0 5.9 14.1 1 T -49.3 -49.3 0.0 3.0 1 T -41.6 -41.6 3.0 7.0 1 T -49.3 -49.3 7.0 10.0 1 T -49.3 -49.3 10.0 13.0 1 T -41.6 -41.6 13.0 19.1 1 T -49.3 -49.3 19.1 20.0 1 T -55.9 -55.9 20.0 22.1 T mW2XB T THIS TRUSS 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 10' 10' 1.11VA 20' 20' 2' Rv=895# U=530# W=3"B Rv=1020# U=700# W=3"B ULSU. = U04 Stu = 4/y/e PLATE -WAVE TPI95 TPI(STO) OTY= 4 PLIES= 1 TOTAL= 4 REV. 16.2e8 SCALE=0.3468 ALPINE ENGINEERED PRODUCTS. INC. iEIMPORTANT)(X SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY TC LL 20.0 PSF TD. OL 7.0 PSF REF DATE 1 1 /0 1 /99 Perfection Trusses 7985 Oslo Road FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBO BY TPI. ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING AGIN BC OL 10.0 PSF ORWG -ENG DLT Vero Beach F 1 oti tla 32968 A448 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130. 150 G 15OA-F, DESIGN STANDARDS CONFORM W/APPLICABLE PROV15IONS OF NOS 6 TPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE O O BC LL PSF TOT . LO . 37.0 PSF 20 DUR FAC '1 . 25 1N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, . . c o mn M--TPI = TRU55 PLATE INSTTTUTE NOS - 1991 NATIONAL DESIGN SPECIFICATTON FOR WOOD CONSTRUCTION pR1IW,�n x�tu�N�� 31F"MYW➢ G see -above BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T W2 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. #1 HIP DESIGNED TO SUPPORT 03-00-00 JACKS AT LEFT END. JACKS HAVE NO WEBS. 3' - 2' 3"8 -{ W1.5X4 5'3"S W3X3 J 2 T 5 3 8 3' 2'3"8 Rv=360# U=310# W=3"B Rv=173# U=180# W=3"B UtSu = 1.V1 JCV = 4/`Jtll PLATE -WAVE TPI95 TPI STO OTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2e8 SCALE=0.9782 ALPINE ENGINEERED PRODUCTS. INC. * 1 MPORTANT ** SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY TC LL 20.0 PSF TC OL 7.0 PSF REF DATE 1 1 /0 1 /99 Perfection Trusses 7985 Oslo Road FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. ALPINE CONNECTORS ARE MACE OF 2OGA GALV. STEEL MEETING ABTM BD OL 10.0 PSF DRWG -ENG DL T Vero Beach Florida 32968 A<4fi GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ANG UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130. 150 6 I6OA-F. DESIGN STANDARDS CONFORM N/APPLICABLE PROVISIONS OF NOS C TP1. AN ENGINEER'S BC LL 0.0 PSF TOT . LD . 37.0 PSF 50306 OUR. FAC . 1.25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE 1N ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. ' ---- . —1— o — ,"— -- — - —1 v...".., —1.. o«....."" — "" .., .e, ... " SPAan*W see above h i D m 'TOP CHORD 2x4 SP #2 N 'SOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 NA IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HAS ONLY BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS. THE CONJUNCTION WITH ALPINE'S STANDARD GABLE END DESIGN FOR WEB GRADE, SPACING, AND BRACING INFORMATION. ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WINO BC DL = 5.0 PSF. ALL PLATES ARE W1.5X4 EXCEPT AS NOTED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. A'10"e i 5„ 5'3"8 2 } 538 R=95pIf W=5'3"8 ALPINE ENGINEERED PRODUCTS. INC. I MPORTANTX iE SMALL NOT BE RESPONSIBLE FOR ANY TD LL 20.0 PSF REF DATE 1 1 /0 1 /99 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY TC. DL 7.0 PSF Perfection 7985 Oslo Trusses Road FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ABTM BC DL 10.0 PSF DRWG Vero Florida Beach 32968 A44E OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 135, 150 G ]BOA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S BC LL TOT . LD . 0.0 37.0 PSF PSF -ENG DLT 50308 OUR. FAC . 1.25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. R--TPI - TRUSS PLATE INSTITUTE NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOO CONSTRUCTION SPACIR4G 24. 0 " C o mn TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP'#2 N THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 384.61. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Tw2X �_T �mm 4# OCCURRED ON A AL CONNECTION OR .HANGER IS REQUIRED. 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WIND TC DL FF 5.0 PSF, WINO BC DL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2' ` 1' Rv=368# U=330# W=3"B Rv=-F&9#- 1641k 1 BOIA I UWAI LED DESC. FF J01 SEO FF 47889 PLATE -WAVE TPI95 TPI STD OTYFF 12 PLIES= 1 TOTAL= 12 REV, 18.2eB SCALE=1.9054 ALPINE ENGINEERED PRODUCTS. INC. I MPORTANT M * SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY TC LL 20.0 PSF TC. DL 7.0 PSF REF DATE 1 1 /0 1/99 Perfection Trusses 7985 Oslo Road FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OTHER BY TPI. ALPINE CONNECTORS ARE MADE OF 2O5A GALV. STEEL MEETING AST. BC DL 10.0 PSF DRWG -ENO DLT Vero Beach Florida 32968 A445 GO 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF T9USS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130, :50 6 I6OA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NOS O TPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE SC LL . O PSF TOT .LD . 37.0 PSF 1 Or.,UT�RMrI.nF1OA!,CFf�. 1.25 ' IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, jack .TT/n'WJuxl➢1 24 D ° •--TPI � TRUSS PLATE INSTITUTE NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2x4 SP #2 N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m W2 ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 27.83. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv=28# NAILED I' 3, 1„8 L 2 L 3 I Rv=287# U=270# W=3"8 ALPINE ENGINEERED PRODUCTS. INC. M I MPOR T ANT*)( SHALL NOT BE RESPONSIBLE FOR ANY 05VIAi[ON FROM TXIS DESIGN OR THESE SPECIFICATIONS. OR ANY ec t i do Trusses FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH OSIBB BY TPI. Oslo Road ANECTORS ARE MADE OF 2O0A GALV. STEEL MEETING ASTN Beach A446 OR B EACEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Ida 32966 TRUSS IN.ANO UNLESB OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS ]30. 150 A 16OA-F. DESIGN STANDARDS CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S SEAL ON TXIS p.AKINO APPLIES TO THE COMPONENT DEPICTED HERE Rv=16# U=i80# NAILED SLU = 41 REV. 18.2e8 SCALE =1.� LL 20.0 PSF REF DL 7.0 PSF DATE 1 DL 10.0 PSF DRWG LL 0.0 PSF -ENG D . LO. 37.0 PSF 3 24.0" HORD 2x4 SP #2 N WEBS 2x4 SP #2 N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 11 110 MPH WINO, 15,00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 27.82. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv=28# NAILED I. 3' 1"8 _ I L 3. Rv=267# U=270# W=3"8 Rv=18# U=1BO# NAILED = JUZH WAVE TPI95 TPI (ST0) nTY= a PI TFs= 1 TnTAI = P PEA! 1R Poa Sr Ai F = ALPINE ENGINEERED PRODUCTS, INC. )(*IMPORTANT * * SHALL NOT BE RESPONSIBLE FOR ANY TC LL 20.0 PSF PER DATE 1 1 /0 1 /99 Perfection 7985 Oslo Trusses Road DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH SANDS BY TPI. ALPINE CONNECTORS ARE MADE OF 205A GALV. STEEL MEETING ASTM TC DL BC DL 7.0 1 0 . 0 PSF PSF DRWG Vero Florida Beach 32968 A448 GO B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS $30. 150 6 16OA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S BC LL TOT . LD . j0.0 37.0 37 • 0 PSF PSF -ENG DLT 3 OUR. FAC . 1.25 ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. M--TPI • TRUSS PLATE INSTITUTE. NOS � 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION MrT SPA 1Rx rt24 . 0 " e j a c k TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #2 N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. f - 2 ' 110 MPH WIND. 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 98.81. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv=99# NAILED I' 5' V8 _I Rv=338# U=300# W=3"8 T 1 Rv=44# U=180# NAILED ALPINE ENGINEERED PRODUCTS. INC. *IMPORT ANT X X SHALL NOT BE RESPONSIBLE FOR ANY Tr. LL 20.0 PSF REF DATE 1 1 /0 1/99 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY Tr. DL 7.0 PSF Perfection 7985 Oslo Trusses Road FAILURE TO BUILD THE TRUSS IN CONFORMANCE NITH OSIOS BY TPI. ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ABTN BD DL 10.0 PSF DRWG -ENG DLT Vero Florida Beach 32966 A AS GR 3 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AM UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S BC LL, TOT .LO . 0.0 37.0 PSF PSF 5 DUR .FAC . 1 .25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. ' j a c k --TPI • TRUSS PLATE INSTITUTE NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �N�Wrn. S9/A�NrF�24G 24. 0 " HOBO 2x4 SP 92 N WEBS 2x4 SP #2 N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Wi 37 5 ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 156.71. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv=157# NAILED r 7'1"8 J I- 2 7 Rv=402# U=330# W=3"B Rv=69# U=1BO# NAILED ALPINE ENGINEERED PRODUCTS. INC. * I MPORTANT X M SHALL NOT BE RESPONSIBLE FOR ANY TC LL 20.0 PSF REF DATE 1 1 /0 1 /99 Perfection Trusses 7985 Oslo Road DEVIATION FROM THIS DESIGN OR THESE SFECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM TC DL 7.0 PSF BC DL 10.0 PSF DRWG Vero Beach Florida 32968 A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130, 150 6 IGOA-F. DESIGN STANDARDS CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S BC LL 0.0 PSF TOT .LD . 37.0 PSF -ENG DLT 7 DUR.FAC . 1.25 SEAL ON THIS ORAMING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. e j a c k m--TDT - TRUSS PLATE INSTITUTE NOS • 1991 NATIONAL DESIGN SPECIFTCATTON FOR WOOD CONSTRUCTION A-M� ,,h�rr11��}}11MMTT SPACI MAW/ 24. 0 " TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 06-11-08 SETBACK, 00-00-06 CANTILEVER ON ONE SIDE, 00-00-08 CANT ON OTHER SIDE. JACKS HAVE VERTICAL OVER BEARING ONLY. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 110 MPH WIND, 15.00 FT MEAN HOT, S ENCLOSED BLDG. LOCATED ANYWHERE IN WIND TC DL = 5.0 PSF, WIND BC DL - THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 327.99. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Rv=-359# NAILED 46# 12'6"12 -� T TV t` N T 9' 1 V19 �__2'10"11 9,10"1 - -� Rv=-726# U=450# W=4"15 Rv=328# U=340# NAILED PLATE -WAVED TPI95 TPI(STD) OTY= 5 PLIES= i TOTAL= 5 REV. 18.2e8 SCALE=045862 ALPINE ENGINEERED PRODUCTS. INC. )EXIMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY TC LL 20.0 PSF REF DATE 1 1/0 1 /99 Perfection Trusses 7985 Oslo Road DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. ALPINE CONNECTORS ARE MADE OF 2OGA DAILY. STEEL MEETING ASTM TC DL 7.0 PSF BC OL 10.0 PSF DRWG Vero Beach F I or i da 32966 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130. 150 S 16O4F DESIGN STANDARDS CONFORM H/APPLICABLE PROVISIONS OF NOS G IPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. BC LL 0.0 PSF TOT. LO . 37.0 PSF -ENG OLT 91013 OUR. FAC . 1.25 ' h i p _j a c k ♦--TPI • TRUSS PLATE INSTITUTE,NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIM nr�rvflF BP'/ArWlM See above