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True Home Lot 25 ~ 2T10"8 sip 15'9"8 ~; ~a sc ~~ ~ q 1 2A 2B Z8 N ~ E12 z 0 E11 Q E10 I O E9 J _ m ~ Ea 0 0 -~ J ES E6 E7 w E7 (0 E6 M E5 E4 I ( _ E3 e- ~ ~ E2 Q O E1 ~ _ a E ~ U ~ H ~ F' "a W Z ~ m o ~ ~ Y J O > I B 6C W Z ~,,~ a ~ ~N } ~ ~~ m N N UQ~~xE ~ ?m~no~o Z ~g~~ao ~; NN C7 ~ N ~QOO ~ ~(9~eoao~ Q (n W ~ ~ ~~ ~ =}rnrn~ ~oW~:~:3 ~lnU(0 (0 3 ~Na"'"' 3 I A I JOB NO: ~-11' -~-- 8' ~~"'~- 21'4" ~ TRU1115L 43'8" PAGE N0: 10F 1 ~1 i~ ~J ~J 1 ~, ~~ ~\ "~ i/ s1 "'`~ ,~ V 1\ ~ FILE ~~~>? ,~~yi ~...~ Job~(TRU1115U WR~KIN True Homes / A 21'4" GE THIS DWG. PREPARED BY THE REPINE JUB DESIGNER PROGRAM FROM TRUSS MFR'S LHYOUT Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Stud RII plates are 2X4 except os noted. See DWG GBLLETIN0207 for more requirements. Truss design per IRC sect. R802.10.2, lO.OD psF non-concurrent bottom chord live load applied per ANSI/TPI 1. Truss designed for unbalanced snow load, based on Pf=Pg=25.00 psf. m 07 N T 4'3 1 I--1'6" LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8"2 DESC. = A 21'4" GE SED = 153328 PET. TYP. -WAVE DESIGN GRIT=IRC2006 Cq/RT=1.00(1.25)/10( ~1TY= 1 TOTAL= 1 REV. 7.40.1001.10 SCALE =0.3366 *~WARNING*~ TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTALLING ~ ~ ~ TC LL 2 5 O 5 f R E F RRCING) UBLISHED Y TPI (TRUSS RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND 1 . P 91 FOR SAFETY PRACTICES PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 537 N b 7 0 F T "' I T THERWISE INDICATED TOP CHORD SHALL HAVE . UNLESS PRIOR TO PERFORMING THESE FUNCTIO STRUCTURAL PANEL5 RND BOTTOM CHORD SHALL HAVE ~ PROPERLY ATTACHED RIGI . s TC DL P DATE 11-20-2007 fl C f U ~ U 5 S PROPERLY ATTACHED CEILING. **IMPORTANTE* FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE ENGINEERED PRODUCTS BC DL 1 ~ • ~ s ~' P D R WG 2750 Ho um Bo Rd. N.E. g y , DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING T Q Qf~ S ~ BC LL K E C WR 98518-3123 L LI OBLE U E G O I I P G I S p ~ . I~- aoey, AN GN SPECIFICRTION PUBLISHED BY THE RMERICRN FORES DES OF NOS (NRTIONAL ISIONS RO 42 0 f PRPER ASSOCIATION) AND TPI. REPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GR40 GRLV. STEE . s TOT. LD. 0/R LEN. 210400 (3 6 O) 4 9 1- 8 0 2 4 FATZUSTHENS~ALNONSTHISHDRR C I L~ L R OT P 1 15 PER DRAWINGS I6D W NG NDICRTE POSITION CONNECTORS DESIGN THIS . DUR FRC JOB #~ TRU1115L ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT . . Fax ~ f360) 491-8028 ON BUILDING R AN CPEROR S RSECT ET IL E L I B R D S SPACING 24.0" TYPE GRB~ I/TP 1995 BU OING OESIGNER N I ESPONSIBI ITY OF TH I S THE 85 mph wind 15.00 ft mean h9t, RSCE 7-05, CLOSED bldg Located anywhere in roof, CAT If, EXP C, wind TC DL-3.5 psf, wind BC DL-5.b psf. Wind reoctions based on MWFRS pressures. Truss spoced at 24.0" OC designed to support 1-6 -0 top chord outlookers. Cladding load shop not exceed 3.00 PSF. Top chord must not be cut or Hatched. Bottom chord checked for additional 20-psf live load In areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. N c 7 21' 4" -.l 1D' Rv=148p1f U=l00plf RL=19plf W=10' 11'4" Rv=131pif U=l00p1f1 8 W--11'4" PDF created with pdfFactory Pro trial version www.pdffactory.com 1D'8" } 10'8" Job (TRU1115U WRLKIN True Homes / Al 21'4" Cor, Top B t chord 2x4 HF #2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAY IUT o chord 2x4 HF Webs 2x4 HF #2 Stud 85 mph wend 15.00 ft roof, CRT If EXP C mean hgt, RSCE 7-05, CLOSED bldg Located anywhere In wind TC DL , , -3.5 psf, wind BC DL-5.b psf. (*~) Connection sized far Turbo-Web rounded end. See drawing 160TW. Wind reoctlons based on MWRRS pressures. Trus load s design per opplied per IRC sent. ANSI/TPI R802.10.2. 10.00 psf non-concurrent bottom chord live 1 24ttWmd ed h l Por additional 20-psf live load in ar t " . e o earance eas wi h 42 -high x Trus s designed for unbalan ced snow lood, based on PF-Pg-25.00 psf. Deflection meets L/24 0 Ilve and L/180 total load. m ro N T 4'3 1 Rv=1019#~ U=97# LEFT RAKE = 1'8"2 DESC. = Al 21'4" Corn PET. TYP.-WAVE TruTrussInc 2750 Hogum Boy Rd. N.E. Laoey, WA 98516-3123 (360) 491-6024 Fax ~ (360) 491-8028 10'8" ever"". 21'4" =124# W=5"B 21'4" gg Rv=1019# U=97# 11/=5 8 c 7 N RIGHT RAKE = 1'8"2 DESIGN CRIT=IRC2006 C /RT=1.00(1.25)/10f cQTY= 11 TOTAL= 11 ARNING~+~ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING BRACING. REFER TO HIB-9! (HANDLING INSTALLING RND ~RRCINGI ~UBLISHEO ~Y TPI (TRUSS RIOR TOSPERfORMING3THESEOFUNCTION~.SUUNLESS bTHERWISE~INDICATED9ITOPRCHORDTSHRLLCHRVES ROPERLY ATTACHED STRUCTURAL PANELS RNO BOTTOM CHORD SHALL HAVE ~ PROPERLY ATTACHED RIGI FILING. **IMPORTRNT~+ FURNISH A COPY DF THIS DESIGN TO THE INSTALLATION CONTRACTOR. LPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING 9NDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPI~LICABLE 70VISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND aPER ASSOCIATION) RNO TPI. REPINE CONNECTORS ARE MROE OF 20GA RSTM A653 GR40 GALV. STEE {CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED OI aIS DESIGN POSITIDN CONNECTORS PER DRAWINGS 160 R-Z. THE S~RL ON THIS DRAWING INDICATE'. :CEPTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT :SIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING i THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER RNST/TP1 i_iooc crrrrnu n PDF created with pdfFactory Pro trial version www.pdffactory.com 10'8" AEU. 7.40.1001.10 TC LL 25.OPsf TC DL 7.OPsF BC DL lO.OPsf BC LL O.OPsf TOT. LD. 42.OpSf DUR.FAC. 1 . 15 SPACING 24.0" I SEO = 153325 SCALE =0.3366 REF DATE 11-20-2007 DRWG KEC 0/A LEN. 210400 JOB #~ TRU1115L TYPE COMN Job~(TRU1115L) WRLKIN True Homes / A2 21'4" Corn THIS DWG. PREPARED BY THE REPINE JOB DESIGNER PROGRRM FROM TRUSS MFR'S iAVniiT ToP chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Stud (~*) Connection sized for Turbo-Web rounded end. See drawing 160TW. Truss design Per IRC sect. R602.10.2. 10.00 Psf non-conourrent bottom chord live load nPPlied Per RNSI/TPI 1. Truss designed for unbalanced snow load, based on Pf-Pg-25.00 Psf. 85 mPh wind 15.00 ft mean hgt, RSCE 7-05, CLOSED bldg, Located anywhere In roof, CRT If, EXP C, wind TC OL-3.5 Psf, wind BC DL-5.0 Psf. Wind reactions based on MWFRS Pressures. Bottom chord checked for additional 20-Psf Ilve loud in areas with 42"-high x 24"-wide olearance. Deflection meets L/240 Ilve and L/180 total load. 10'8" I 10'8" m e 0o N ~ e io 4X5 T 4"3 1 21'4" Rv=9D9# =76# RL=113# (J) 21 4" Rv=1023# U=98 1W65"8 Girder 1s (1) 1.SOx 3.50 SP SoIldSawn RIGHT RAKE = 1'8"2 DESC. = A2 21'4" C om SEO = 153314 PET. TYP. -WAVE DESIGN GRIT=IRC2006 C /RT=1.00(1.25)/10( ~1TY= 3 TOTRL= 3 REU. 7. 40.1001. 10 SCALE =0.3588 +~+WRRNING+* TRUSSES REQUIRE EXTREME CRRE IN FRBRICRTING HRNDLING SHIPPING INSTRLLING ~ ~ ~ 2 S O F RRCING) AND BRRCING. REFER TO HIB-91 (HANDLING INSTALLING RND UBLISHED Y TPI [TRUSS ' 1 T C L L . P s REF ONOFRIO DR. SUITE 200 MRDISON, WI. 537 PLRTE INSTITUTE, 583 D 9) FOR SAFETY PRRCTICES N b 7 0 F T(`U T r U S S I n C . UNLESS THERWISE INDICRTED TOP CHORD SHALL HAVE PRIOR TO PERFORMING THESE FUNCTIO PROPERLY RTTRCHED STRUCTURRL PRNELS RND BOTTOM CHORD SHALL HAVE ~ PROPERLY RTTACHED RIGI TC DL . s P DRTE 11-20-2007 CEILING. ^*IMPORTANTt* FURNISH R COPY OF THIS DESIGN TO THE IN5TRLLATION CONTRRCTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPDNSIBLE FOR ANY DEVIRTION FROM THIS BC DL 1 O. O s P F DR W G 2750 Ho um Bo Rd. N.E. 9 y DESIGN: ANY FRILURE TO BUILD THE TRUSSES IN CDNFORMRNCE WITH TPI. OR FRBRICRTING NSTRLLING RND BRRCING OF TRUSSES DESIGN CONFOR S ~ BC LL 0 O S F K EC WR 98516-3123 Lace HRNDLING, SHIPPING, I . M WITH RPI LICRBLE . P , y PROVISIONS OF NOS (NRTIONAL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICAN FOREST AND PRPER ASSDCIATION) RND TPI. ALPINE CONNECTORS ARE MRDE OF 20GA RSTM A653 GR40 GRLV. STEE NNE T RS TO ERCH FRCE OF T S RND S TOT. LD. 42. 0 s f 0/A LEN. 210400 (3 6 0) 4 9 1 - B 0 2 4 EXCEPT RS NOTED. RPPLY CO C O RUS UNLES OTHERWISE LOCRTED 0 DESIGN POSITION CONNECTORS PER OARWINGS 160 R-Z THE SAL ON THIS DRAWING INDICATE . THIS DUR FRC 1 . 1 5 JOB #~ TRU1115L ACCEPTANCE bF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT . . Fax ~ (360) 491-8028 2UILOING D I B T E C O I N A S SPACING 24. 0" TYPE COMN THE RESPONSIBILITY OF THE BUILDING OESIGNER PER ANSI/TP 1 1995 SECTION S PDF created with pdfFactory Pro trial version www.pdffactory.com Job~(TRU1115U WRLKIN True Hones / 8 8'8" Sci GE THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PRDGRAM FROM TRUSS MFR'S LRYOUT Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Stud All plates are 2X4 except as noted. See DWG GBLLETIN0207 for more requirements. Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent bottom chord Ilve load applied per RNSI/TPI 1. Truss designed for unbalanced snow load, bosed on PP=Pg=25.00 psf. 85 mph wind 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg Located anywhere In roof, CAT If, EXP C, wind TC DL°3.5 psf, wind BC DL~S.(5 psf. W1nd reoctions based on MWRRS pressures. Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Clodding load shall not exceed 3.00 PSF. Top chord must not be out ar notched. Bottom chord checked for additional 20-psf Ilve load In areas w rf h 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total lood. y,y,. { 4.4,. ro m N N ~ - c N (7 T q~ 1 LEFT RAKE = 1'8"2 RI GH T RRKE = 1'S"14 DESC. = B 8'8" Scl GE SEO = 153318 PET. TYP. -WRVE DESIGN GRIT=IRC2006 Cq/RT=1.00(1.25)/1D( l~]TY= 1 TOTRL= 1 REV. 7. 40.10 0 1.10 SCREE =0.7123 *EWARNING~^ TRUSSES REQUIRE EXTREME CRRE IN FRBRICRTING HANDLING SHIPPING INSTRLLING T z 5 O F R F RND BRACING. REFER TD HIB-91 (HRNOLING INSTRLLING RNO ~RRCING) ~UBLISHED ~Y TPI (TRUSS C L L . P 5 E PLRTE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MRDISON, WI. 53719) FOR SRFETY PRflCTICES b N 7 O F T I T THERWISE INDICATED TOP CHORD SHRLL HAVE . UNLESS PRIOR TO PERFORMING THESE FUNCTIO S L HR E ~ R T TC DL . Ps DRTE 11-20-2007 n C r U r U S S HR L V P OPERLY RT RCHED RIGI PROPERLY RTTACHED STRUCTURRL PRNELS RNO BOTTOM CHORD CEILING. *^IMPORTANT+~* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS INC REPINE ENGINEERED PRODUCTS B C DL 1 ~ • ~ s P ~ D R WG 2750 Ho um Bo Rd. N.E. g y . , I N CE W R I H R N ~ T ~ ~ E p N B C LL 0. 0 P S f K EC 23 DESIGN BRACING OF TR SSES CONFORMS WI H AP LICRBLE INSTALL NG RNO SHIPPING NG HRNOL Laoey, WA 98516-31 pRDVISIONS OF NDS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND 42 0 f 0 PRPER ASSOCIATION) AND TPI. REPINE CONNECTORS ARE MRDE OF 20GA RSTM A653 GR40 GRLV. STEE TOT. LD. . s /A LE N. 80800 [3 6 O) 4 9 1 - 8 0 2 4 EXCEPT AS NOTED. RPPLY CDNNECTORS TO EACH FRCE OF TRUSS RNO UNLESS OTHERWISE LOCATED D THE S~RL ON THIS DRAWING INDICATE POSITION CONNECTDRS PER DRAWINGS 160 A-Z 1 1 5 JOB # ~ TRU 1115E . THIS DESIGN ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR. FRC . • Fax (360) 491-8028 2UILDING TPI 1N E C O R BTHETY I E I R ~ S SPACING 24. 0 " TYPE GABL RNSI/ OESIGN R PER 1995 SECTION U LDING ESPONSIBILITY OF S THE PDF created with pdfFactory Pro trial version www.pdffactory.com LL 8'B" ~- R x655# U±286# RL=100# W=6" 4 4 4 4" Rv=631# U=271 W=~ 4" --~ I„1,: fTRlll I ISI 1 WAI KTN TrIIP. Homes / 81 8'3" Sci THIS DWG. PREPARED BY THE REPINE J08 DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Stud Bottom chord checked for additional 20-psf live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total lood. ro e (0 N 4X4 (F'e T 1 Rv=356 m e (D N X4 (F2l W=5"6 = B1 8'3" Sc DESC l SEO = 153321 . PET. TYP. -WAVE DESIGN GRIT=IRC2006 C /RT=1.OD[1.25)/10( cOTY= 3 TOTAL= 3 REV. 7. 40.10 01.10 SCREE =0.9929 *WRRNINGf~ TRU5SE5 REQUIRE EXTREME CARE IN FRBRICRTING HRNDLING SHIPPING INSTALLING REFER TO HIB-91 (HANDLING INSTALLING RND ~RRCING) ~UBLISHED ~Y TPI (TRU5S RNO BRRCING T C L L Z S . O P s f R EF . 53719) FOR SAFETY PRACTICES WI SUITE 200 MADISON FRIO DR ' . , . ONO PLATE INSTITUTE, 583 D PRIOR TO PERFORMING THE5E FUNCTION, UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7. OPs f D ATE 11 "20-2007 TF U Tf U S S I(1C PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTDM CHORD SHALL HRVE ~ PROPERLY ATTACHED AIGI TOR 1 ~ ~ ~' . CEILING. *~IMPORTRNT*^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRAC VIATION FROM THIS BC DL • s P D R W G ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE 2750 Ho um Bo Rd, N.E. 9 y DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FRBRICRTING DESIGN CONFORMS WITH RP~LICABLE INSTALLING RNO BRRCING OF TRUSSES NG BC LL O • P S K EC Laoe , WR 96516-3123 `~ . , HRNDLING, SHIPPI PROVI5ION5 OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 42 0 F 80300 PAPER RSSOCIRTION) RND TPI. REPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GR40 GRLV. STEE TOT. LD. . s 0/A LE N. (360) 491-8024 EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FRCS DF TRUSS RND UNLESS OTHERWISE LDCRTED 0 I DICATE ~ 1 1 5 JOB #~ TRU1115L N RL ON THIS DRAWING THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE S R THE TRUSS COMPONENT F DUR.FAC. . O ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY UILDING 1N R C O PACING 24 0" COMN Fax (360) 491-8028 PI 2 E DSSTHE E ET I YIO B P S . TYPE SECTION RNSI/T 1995 SIGNER PER O LDING BU F TH ONSIBILIT RES 85 mPh wind 15.00 ft mean h9t, RSCE 7-05, CLOSED bldg Located onywhere in rooF, CAT If, EXP C, wind TC DL°3.5 psP, wind BC DL-5.(~ Psf, W1nd reoctions based on MWFRS pressures. Truss design Per IRC sect. RS02.10.2. 10.00 psf non-concurrent bottom chord live load applied Per ANSI/TPI 1. Truss designed far unbalanced snow load, based on Pf=Pg=25.00 psf. PDF created with pdfFactory Pro trial version www.pdffactor~com y•1°6 I 4'1"g - I~4, ~ fTRI 11 1 1 rl 1 WAI K T N Truce Hnma~ / C 11 ' 8 " GE THIS DWG. PREPARED BY THE REPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Stud RII plates ore 2X4 except as noted. See DWG GBLLETIN0207 For more requirements. Truss design per IRC sect. R802.10.2. 1D.00 psf non-concurrent bottom chord live load applied per RN6I/TPI 1. Truss designed for unbalanced snow load, based an PF=Pg=25.00 psf. 85 mph wind 15.00 ft meon hgt, RSCE 7-05, CLOSED bldg Locoted onywhere in roof, CRT If, EXP C, wind TC DL-3.5 psf, wind BC DL-5.b psf. Wind reactions based on MWFRS pressures. Truss spaced at 24.0" OC desiggned to support 1-6-0 top chord outlookers. Cladding load shall not excee7 3.00 PSF. Top chord must not be cut ar notched. Bottom chord checked for additional 20-psf live load In areas with 42"-high x 24"-wide clearanoe. Deflecticn meets L/240 live and L/180 tatol lood. 5'10" ~i 5'10" ro m O7 T 4'3 1 N -i m Rv-129pIF U-100pIF RL-9p IF W-11'8" LEFT RAKE = 1'8"2 = C 11'8" GE DESC SEO = 153332 . PET. TYP. -WAVE DESIGN GRIT=IRC2006 C /RT=1.00(1.25)/10[ CITY= 1 TOTAL= 1 REV. 7. 40.1001.10 SCALE =0.6222 **WRRNING** TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTALLING REFER TO HIB-91 (HANDLING INSTALLING RNORACING) •SUBLISHEO ~Y TPI (TRUSS RND BRACING T C LL 2 5 .O p s F R E F . 537191 FOA SAFETY PRACTICES WI SUITE 200 MADISON 83 O'ONOFRIO DR . , . PLATE INSTITUTE, 5 PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TOP CHDRD SHALL HAVE TC DL 7 . DPs f D ATE 11-20-2007 T f U T r U S S I(lC PROPERLY ATTACHED STRUCTURAL PRNEL5 RND BOTTOM CHORD SHALL HAVE ~ PRDPERLY ATTACHED RIGI ON CONTRACTOR l O O F . CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATI FDR ANY DEVIATION FROM THIS B C D L s . P D R WG REPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE 2750 Ho um Bo Rd. N.E, 9 y DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CDNFORMRNCE WITH TPI: DR FRBRICRTING BLE I TL O E G U I G P B C L L P S K EC Laoey, WR 98516-3123 RND RMERICRN FORES THE PUBLISHED BY DESIGN SPECIFICRTION (NRTIONRL NDS pR0~I8I0NSSOF 42 0 F 110800 PAPER ASSOCIATIONI RNO TPI. REPINE CONNECTORS ARE MADE OF 20GR RSTM R653 GR40 GRLV. STEE TOT. LD. . s 0/A LE N. (360) 491-8024 EXCEPT R5 NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED 0 INDICATE ~ l 15 JOB #~ TRU1115L RL ON THIS DRAWING THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE S SS COMPONENT DUR.FAC. . ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU FOR ANY PARTICULAR BUILDING 4 0" GABL Fax (360) 491-8028 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT ._ _.._ ..~,....,. ~......~ .... ..r +iir n~iri nr.in nrrrrurn o[D oAlcT /TAT 1_IOOS CCf TTfTAI ~ SPACING . 2 TYPE PDF created with pdfFactory Pro trial version www.pdffactory.com 11•e" f----t~s• 11•e• Job~(TRU1115~) WRLKIN True Homes / C1 11'8" Com Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Stud Bottom chord checked for ndditlonol 20-psf Ilve lood In oreos with 42"-high x 24"-wide clearance. Deflection meets L/240 Ilve and L/180 total load. THIS DWG. PREPARED BY THE ALPINE JDB DESIGNER PROGRAM FROM TRUSS MFR'S LRYDUT 85 mph wind, 15.00 ft meon hgt, RSCE 7-05, CLOSED bldg, Located anywhere in roof, CRT II, EXP C, wind TC DL-3.5 psf~ wind BC DL~5.0 psf. Wind reactions based on MWFRS pressures. Truss design per IRC sect. R80Z 10.2. 10.00 psF non-concurrent bottom chord live load applied per RNSI/TPI 1. Truss designed for unbalanced snow load, bosed on Pf=Pg=25,00 psf. 5'10" 5'10" m m M T 4'3 1 1 g 11'B" Rv=491# U= Rv 613# U=63# RL=70# W=5"B LEFT RAKE = 1'8"2 DESC. = C1 11'8" Com 25]/10( cG1TY= 2 TOTAL= 2 00(1 PET. TYP.-WRVE . DESIGN CRIT=IRC2D06 C /RT=1. ME CARE IN FABRICRTING HRNDLING SHIPPING INSTRLLING **WARNINGx* TRUSSES REQUIRE EXTRE REFER TO HIB-91 [HRNDLING INSTRLLING RNO (3RRCING) ~UBLISHED ~Y TPI (TRUSS RND BRACING FETY PRACTICES 1 . 9) FOR SR PLRTE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MROISON, WI. 537 UNLESS bTHERWISE INDICRTEO TOP CHORD SHRLL HAVE ON T r U S S I n C T . PRIOR TO PERFORMING THESE FUNCTI LTHEVINSTRL~RTION CONRRRC~ORIGII Y RT HT ~ C M T O S E I U f U O GN DES S TH Y OF COP R 5H FURN **IMPORTANT** CE~LING SHRLL NOT BE RESPDNSIBLE FOR ANY DEVIRTION FROM THIS 2750 Hogum Bay Rd, N.E. ALPINE ENGINEERED PRODUCTS, INC. DESIGN: RNY FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FRBRICATING DESIGN CONFORMS WITH API~LICRBLE WR 98516-3123 HRNDLING, SHIPPING, INSTRLLING RND BRACING OF TRUS5ES. F NDS [NRTIONAL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICAN FOREST AND Laoey, PR04ISIONS O PAPER RSSOCIRTION) RND TPI. REPINE CONNECTORS RRE MROE OF 20GA RSTM R653 GR40 GRLV. STEE L H S N N (3 6 0) 4 9 1- 8 02 4 ~NDICRTE DRAWING THIS ON S~RL OTPOSITIONLCONNECTORSRPER DRRWINGSC160FA ZUSTHE P T OE5IGN HIS ACCEPTANCE ~F PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT UILDING R flN R Fax ~ (360) 491-8028 SECTION 2 1995 D~STG~ o mnrjcraTETTYIOFBTHETBUILDINGEDESIGNER CPEROANSI/TP N -i -~ m W=5 "e REV. 7.40.1001.10 SEO = SCREE 153336 =0.6222 TC LL 25.OP5F REF TC DL 7.OPsf DRTE 11-20-2007 BC DL lO.OPsf DRWG BC LL O.OPsF KEC TOT. LD. 4 2.0 Sf 0/R LEN. 110800 DUR.FRC. 1.15 JOB #~ TRU1115L SPACING 24.0" TYPE COMN PDF created with pdfFactory Pro trial version www.pdffactory.com 11'e" Job~(TRU1115U WRLKIN True Homes / D 6' Jack Gir THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S IRYf11JT Top chord 2x4 HF #2 Bot chord 2x6 SPF 1650(-1.5E Webs 2x4 HF Stud SPECIAL LOBOS --(LUMBER DUR.FRC.-1.15 / PLATE DUR.FRC.-1.151 TC -From 66 PLF at 0.00 to 66 PLF at 6.00 BC -From 20 PLF at 0.00 to 20 PLF at 6.00 BC - 909 LB Conc. Load at 1.40, 3.40, 5.40 Wind reaotions based on h1WFRS pressures. m 7 C7 5X5 T 4'3 1 Rv-1451# U-143# W-5"B Rv-1790# U-176# (J) Girder is (1) 1.50x 3.50 SP So11dSaWn m m < < 7 7 rl [h DESC. = D 6' Jack Gir SEO = 153347 PET. TYP. -WAVE DESIGN GRIT=IRC2006 C /RT=l.oo(1.25)/l0( ~1TY= 1 TOTAL= 1 REV. 7.40.1001.10 SCALE =0.8183 t*WRRNING+* TRU5SES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING ~ ~ ~ T C L L 2 5 O 5 f R E F RRCING) UBLISHED Y TPI (TRUSS AND BRACING. REFER TO HIB-91 [HANDLING INSTALLING RND . P PLATE INSTITUTE, 563 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES b N 7 O f T I T THERWISE INDICATED TOP CHORD SHALL NAVE . UNLESS PRIOR TO PERFORMING THESE FUNCTIO ~ . Ps TC DL DATE 11-20-2007 (l C r U S 5 f U PROPERLY ATTACHED RIGI PROPERLY ATTACHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE CEILING. ~~IMPORTRNT+~ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRDM THIS INC REPINE ENGINEERED PRODUCTS B C D L 1 ~• ~ s f P D R WG 2750 Ho um Bo Rd. N.E. 9 y . , I R I O CE W R H N D R ~' E R O P 5 f B C L L O K EC DESIGN CON ORMS WI H RP LICRBLE BRRCING OF TRUSSES INSTRLLING RND SHIPPING HRNDLING . Laoey, WA 96516-3123 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 4 2 O f 0 6 PAPER RSSOCIRTION) RNO TPI. REPINE CONNECTORS RRE MROE OF 20GR ASTM A653 GR40 GRLV. STEE . s TOT. L D. / R LEN. (3 6 O) 4 9 1 -8 0 2 4 EXCEPT RS NOTED. APPLY CONNECTOR5 TO EACH FACE OF TRU55 RNO UNLESS OTHERWISE LOCATED 0 THE S~RL ON THIS DRAWING INDICATE INGS 160 R 2 R DRA 1 15 JOB #: TRU1 - . W THIS DESIGN POSITION CONNECTORS PE ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CDMPONENT . DUR.FRC. 115L Fax (360) 491-8028 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPDNENT FOR RNY PARTICULAR BUILDING SPACING 24.0" TYPE CAJACE IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. 85 mph wend 15.00 ft mean hgt, RSCE 7-05, CLOSED bldg Located onywhere In roof, CRT If, EXP C, wind TC DL-3.5 psf, wind BC DL65.b psf. Right end verticol nat exposed to wind pressure. Bottom chord checked for additional 20-psF live load in areas wlth 42"-high x 24"-wide olearanoe. Truss design per IBC sect. R602.10.2. 10.00 psf non concurrent bottom chord live load applied per ANSI/TPI 1. Oeflecticn meets L/240 live and L/180 total load. PDF created with pdfFactory Pro trial version www.pdffactory.com -~s~ -~6 R -~6~ Job:(TRU1115U WRLKIN True Homes / E 43'8" Hl THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRDGRAM FROM TRDSS MFR'S lavnur Top chord 2x4 HF #2 :T2, T3 2x6 SPF 165Df-1.5E: Bot chord 2x8 SPF 1950f-1.7E Webs 2x4 HF Stud :W8 2x4 HF Stondard: 2 Co(>1p I ete Trusses Required SPECIAL LORDS Nalling Schedule: (12d~ox_or_Gun_f0.128"x3.25",~in.]_nails) " ---- --(LUMBER DU FAC -1 15 / R PLAT E DU R.FRC.°1.15) Top Chord: 1 Row ®12.00 o.c. TC - From 66 . PLF . at . -1.50 to 66 PLF of 6.00 Bot Chord- 1 Row ®12.00" o.c. " TC - From 66 PLF at 6 00 to 66 PLF of 6.43 Webs 1 Row ® 4 o.c. TC - From 95 PLF at . 43 6 to 128 PLF of 8.43 Use equal spncing between rows and stagger Halls TC - From 128 PLF at . 8.43 to 128 PLF of 24.00 In each row to avoid splitting. TC - From 128 1 PLF at 24.00 to 128 PLF of 35.24 85 m h wind 15.00 ft mean hggt ASCE 7-05 CLOSED bldg, not located within 6.50 P ~ ~ TC -From 66 PLF at 37.24 to 66 PLF of 37.67 ft f om roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 Psf. TC - BC - From From 66 4 PLF PLF at at 37.67 -1.50 to to 66 4 PLF PLF of of 45,17 0.00 Wind reoctions based on MWFRS ressures. P AC - BC - From From 41 41 PLF PLF at at 0.00 6.43 to to 41 41 PLF PLF of of 6.43 14.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC - From 41 PLF at 14.OD to 41 PLF at 29.67 CHORD SPACING (IN OC) STRRT(FT) ENO(FT) BC - From 41 PLF at 29.67 to 41 PLF at 37.24 TC 26 6.00 37.67 BC - BC - From From 41 4 PLF PLF of of 37.24 43.67 to to 41 4 PLF PLF of at 43.67 45.17 Calculated vertical deflection is 0.86" due to live load and 0.62" due to deod TC - 391 LB Conc. Load at 6.43, 37.24 load at X - 22-3-4. AC - 1795 LB Conc. Load at 2 2.27 ~~t Californio hip girder load cose modified ~~ Bearingg blocks: Nall type: 12d.~ox_or_Gun_(0.128"x3.25",_r,l n.] sails BRG X-LOC #BLOCIS5 LENGTH/BLfS #NRILS/BLK WALL PLATE 1 0.000' 1 12" 4 Rigid Surface Bearin blook to be sane size and speoles as bottom chard. Refer ~o drawing CNBRGBLK0207 for additional InFormatlon. (R) Continuous lateral bracing equally spaced on member. + 036BSRCFH + Bottom chord checked for ndditlonol 20-RsF live load fn areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/160 total load. #1 hip supports 6-5-2 jocks with no webs. Corner sets are conventionally Framed. Building designer is responsible for conventional framing. -38A 6X6 -3g~ h---6'S"2 ~t~ 30'9"11 6'S"2-~I 4X12 T3 12 F~-6' -i- 6' --I 6 ~ 6X12 XB T2 DT -1"5 6X12 3'4"3 4X4(CBJ W6 4X4(C6) J 4X12 (C6) 4X12 (CQh•is 1 P3 XB 6X6 6 2X X X 8 1 5X5 I- 43'9" Ilrl- 43'8" 22'3"4 Rv-4617# U-453# RL-66# W-3"8 -i~sa H0612 Rv-4654# U-457# W-5"B LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8"2 DESC. = E 43'6" H1 SEO = 153472 PET. TYP. -WAVE DESIGN GRIT=IRCZOOS c /Rr=l.oo(1.z5)/lo( cQTY= 1 PLIES= 2 TOTAL= 2 REV. 7. 40.1 00 1.10 SCALE =0.1053 *+WARNING~* TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING ~ ~ ~ TC 2 5 O f RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO RRCING) UBLISHED Y TPI (TRUSS ' 1 LL . P s RE F ONOFRID OR. SUITE 200 MADISON, WI. 537 9) FOR SAFETY PRACTICES PLATE INSTITUTE, 593 D N b 7 0 f T r U T r U 5 S I n C PRIOR TO PERFORMING THESE FUNCTIO . UNLESS THERWISE INDICATED TOP CHDAD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE ~ PROPERLY ATTACHED RIGI TC DL . s P D ATE 11-20-2007 CEILING, •*IMPORTANT~~ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS BC DL 1 ~ • ~ s P ~ DR W G 2750 Ho um Ba Rd, N.E. 9 y DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFDRMANCE WITH TPI: OR FABRICATING ~ BC L L O O S F KEC WR 96516-3123 Laoe HANDLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. DESIGN CONFORMS WITH RP LICRBLE . P , y PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND PAPER ASSOCIATION) AND TPI. REPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GR40 GRLV. STEE TOT. LD. 42 .0 s F 0/A LEN. 430800 (3 6 O) 4 9 1 - 8 0 2 4 EXCEPT RS NOTED. APPLY CONNECTORS TD EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 CATE E A ~ H A 1 S I I ~ N P DUR FRC . 1 JOB # ~ TRU 1115E PROFESSIONRL ENG NEER NG RESPONSIB LITY SOLELY FOR THE TRUSS COMPONENT ACCEPTRNCE bF . . Fax (360).491-8028 N BUILDING I IN DSS YI BTHET I GE C ECTI R SPACING 24.0 " TYPE HIPS THE RESPONSIBILIT OF BU LOIN DE6IGNER PER ANSI/TP 1995 S O m 21'4"12 ~ PDF created with pdfFactory Pro trial version www.pdffactory.com Job~(TRU1115U WRLKIN True Homes / E1 43'8" H2 T4JTC nLIC PDCD~DCn Ov rur ni nr~ir Top chord 2x4 HF #2 :T2, T3 2x6 SPF 1650f-1.5E: Bot chord 2x4 HF 1650f-1.5E Webs 2x4 HF Stud :W3, W9 2x4 HF Standard :Lt Wedge 2x4 HF Stud::Rt Wedge 2x4 HF Stud: (~~) Connection sized Far Turbo-Web rounded end. See drawing 160TW. (R) Continuous lateral bracing e9ually spaced on member. Truss design per IRC sect. R802.10.2. lO.OD psf non-concurrent bottom chord Ilve load applied per RNSI/TPI 1. Calculated vertical deflection is 0.63" due to live load and 0.44" dve to dead load at X = 21-10-0. In lieu of structural panels use purlins to brace all flat TC ® 42" OC. - - - - ~ nu~i~rni r-nuu IttuDJ nYli 5 LFIYUUI 85 mph wind1, 15.00 ft mean hggt, RSCE 7-02, CLOSED bldg, not located wlthln 6.50 ft from rook edge, CRT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 Psf. Wind reoctlons based on MWFRS pressures. Calculated horizontal deflection is 0.18" due to live load and 0.12" due to dead land. Bottom chord checked for addltfonal 20-psf Ilve load In areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load using D.00/1.00 windward/leeward Factors, based on Pf=25.00 psf. 7'11"li 7 27'8" .~. 7'Il°II - c ~ N 7 r" 4 ) ~ 4,~ 1 ° I 43'8" ~m Rv=1975# U=180# +RL=101# W=5"8 43'8" --~~ Rv=1975# U=180# "~W=S"9 LEFT RAKE = 1'8"2 RIGH T RAKE = 1'8"2 DESC = E1 43'8" H2 . PET. TYP. -WRVE DESIGN GRIT=IRC Cq/RT=1.00(1.25)/ 5( O) QTY= 1 TOTRL= 1 REV. 7. 35.03 1 6.17 SEO = SCALE 204714 =0.1755 **WRRNING** TRUSSES REQUIRE EXTREME CRRE IN FRBRICRTING HRNDLING SHIPPING INSTALLING AND BRACI ~ NG. REFER TO HIB-91 (HANDLING INSTALLING AND RACING) UBLISHED ~Y TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MRDISON WI 53719) FOR SRFETY PRRCTICES TC L L 2 5. O P s F REF , . PRIOR TO PERFORMING THESE FUNCTION UNLESS bTHERWISE INOICRTEO TOP CHORD SHALL T f`L)T F'U 5 S I n C . HAVE PROPERLY ATTACHED STRUCTURAL PRNELS AND BOTTOM CHORD SHRLL HRVE ~ PROPERLY ATTRCHED RIGI TC DL 7. 0 sf P DRTE 11-20-2007 CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. BC D 1 O O F 2750 Ho um Ba Rd. N.E. 9 y ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN N L . P s DR W G : A Y FRILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FRBRICRTING HRNDLING SHIPPING INSTALLING AND BRRCING OF TRUSSES P O O f Laoe , WR 98516-3123 y , , . DESIGN CONFORMS WITH AP LICABLE S ( I I P S D T M A R N BC L L . P s KEC PAPER ASSDC~RTION) RNO TPIL REPINE CONNECTORS ARE MROE OF 20GR RSTM R653 GR40 GALVp STEE TOT LD 42 0 sf 430800 0/R LEN (3 6 0) 4 9 1 - 8 0 2 4 EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED 0 . . . . THIS DESIGN POSITION CONNECTORS PER DRRWINGS 160 R-Z THE S~RL ON THIS ORRWING INDICRTE . ACCEPTANCE ISF PROFESSIONAL ENGINEERING RESPONSI DUR FRC 1 . 1 5 JOB #~ TRU1115L F (360) 491-802 BILITY SOLELY FOR THE TRUSS COMPONENT . . ax 8 2UILOING I IN DSSTHE RESPONSIBILITYIOFBTHETBUILOINGEDESIGNER CPER R I SPACING 24 0 " CHIP ANSI/TP 1995 SECT ON . TYPE PDF created with pdfFactory Pro trial version www.pdffactory.com Inh: (TRI11 1151 l WRI_KIN True Homes / E2 43'8" H3 THIS DWG. PREPARED BY THE REPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Tap chord 2x4 HF #2 :T2, T3 2x4 HF 1650E-1.5E: Bot chord 2x4 HF 1650E-1.5E Webs 2x4 HF Stud :W4, W6, W8, W10 2x4 HF Standard: :Lt Wedge 2x6 SPF 1650F-1.SE::Rt Wedge 2x6 SPF 1650E-1.5E: (~~) Connection sized far Turbo-Web rounded end, See drawing 160TW. (RJ Continuous lateral bracing e9ually spaced on member. Bottom chord checked Par additional 20-psF live load in areas with 42"-high x 24"-wide clearance. DeFlection meets L/240 live and L/180 total load. in~ m c 7 1 9~3 4; i O (D ~~-- 43'8" Rv=2011# U=1B9tI' RL=126# W=5"B 43 8" Rv=2011# U=18 # ~~W=S"8 LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8"2 DESC. = E2 43'8" PLT . TYP . -WAVE H3 DESIGN GRIT=IRC2006 C /RT=1.OD (1.25) /!0 ( ~1TY= 1 TOTAL= 1 REV . 7. 40.10 01.10 SEO = SCREE 153431 =0.1755 *^WRRNING#~ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTRLLING RNO BRACING. REFER TO HIB-91 (HANDLING INSTRLLING AND ~RRCING) fSUBLISHED ~Y TPI (TRUSS T C LL 2 5. O P s f R E F PLATE INSTITUTE, 593 D'ONOFRIO DR. SUITE 200 MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION, UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE ~ TC DL 7. OPs ~ DATE 11-20-2007 Tf U Tf'U 5 S If~1C PROPERLY ATTACHED RIGI PROPERLY ATTACHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE CEILING. +~*IMPORTRNT+~* FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS INC DUCTS BC D L 1 Q. 0 s P f D R W G 2750 Ho um Bo Rd, N.E. g y . , ALPINE ENGINEERED PRO DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING BLE G O I TL U E I P G S BC L L Q , Qty 5 I~- ~ K EC Laoey, WR 98516-3123 FORES AND PUBLISHED BY THE AMERICRN DESIGN SPECIFICRTION (NRTIONPL OF NOS pR0~I5I0N5 PRPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GR ASTM R653 GR40 GALV. STEE TOT. LD. 42. 0 s F 0/R LEN. 430800 (3 60) 4 9 1 - 8 0 2 4 EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 150 A-Z. THE SAL ON THIS DRAWING INDICATE EERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT b DUR.FRC. I . 1 5 JOB #~ TRU1115L Fax (360) 491-8028 F PROFESSIONAL ENGIN ACCEPTANCE DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER RNSI/TPI 1-1995 SECTION 2. SPACING 24. 0" TYPE HIPS 85 mph wind, 15.00 Ft mean hgt, RSCE 7-05, CLOSED bld9i not located within 6.50 Ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psF, wind BC OL-5.0 psF. Wind reactions based on MWFRS pressures. Calculated horizontal deflection is 0. U" due to live load and D.11" due to dead load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPRCING(IN OC) 5TRRT(FT) END(FTI TC 26 10.00 33.67 Truss design per IRC sect. R802.10.2. 10.00 psF non-concurrent bottom chord live load applied per RNSI/TPI 1. _~~,pXB T3 ,~ 1D' =i PDF created with pdfFactory Pro trial version www.pdffactory.com Job~(TRU1115U WRLKIN True Homes / E3 43'8" H4 Top chord 2x4 HF #2 :T2 2x4 HF 1650f-1.5E: Bot chord 2x4 HF 1650f-1.5E Webs 2x4 HF Stud ~W4, W6, Wg 2x4 HF Stondard~ :Lt Wedge 2x4 HF Stud~:Rt Wedge 2x4 HF Stud: (+~~) Connection sized for Turbo-Web rounded end. See drowing 160TW. Bottom chord checked for addltlanol 20-psf live load in oreas with 42"-high x 24"-wide clearance. Truss design Per IRC sect. R902.10.2. 10.00 psf non-concurrent bottom chord I load applied per ANSI/TPI 1. THIS DWG. PREPARED BY THE REPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 85 mph wlnd~ 15.00 ft mean hqt, ASCE 7-05, CLOSED bldg, not locoted within 6.50 ft from rocP edge, CRT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. Wind reactions based on MWFRS pressures. (A) Continuous loteral brocing equally spaced on member. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) STRRT(FT) END(FT) TC 26 12.00 31.67 ive Deflection meets L/240 live and L/180 total load. F b I d snow lood based on Pf=Pg=25,00 psf. Truss designed ar un a once I Iq'R- 12 m e 7 (D 4~ 4'. LEFT RAKE = 1'8"2 Rv-2108# U-187# RL=145# W-5"8 DESC. = E3 43'8" H4 pESIGN CRIT=IRC2006 C /RT=1.OD(1.25)/1D( ~1TY= 1 TOTAL= 1 PET. TYP.-WAVE +*WARNING+~f TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING 5HIPPING INSTALLING AND BRACING. REFER TO HIB-91 [HANDLING INSTALLING AND ~RRCING) ~UBLISHED ~Y TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 5379) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE Tf U Tf'U 5 S I n C CE~LINGY AT*~IMPORTRNT*+~UFURNISHERSCOP~ O~TTHISCDES~GNHTOLTHEVINSTRR~ATION CONATRRCTORIGII 2750 Ho9um Bay Rd. N.E. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING Laney, WA 98516-3123 HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RP~LICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND PAPER RSSOCIRTION) AND TPI. REPINE CONNECTORS RRE MROE OF 20GA ASTM R653 GR40 GRLV. STEE (3 60) 4 9 1- 8 02 4 THISPDESIGNOTPOSITIONLCONNECTOR5RPEROORRWINGSCE60FRTZUSTHENS~ALNONSTHISHDRRWINGL~NDICRTE ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT F a x ~ (3 6 0) 4 9 1 - 8 0 28 DESIGN o~~onuctaHEtTV1nFBTHETBUINDINGEDESIGNER CPER ANSI/TPR RN1995RSECTION 2UILDING REV. TC LL TC DL BC DL BC LL TOT. L DUR.FR SPRCI N s In D. 42. D sf 0/A LEN. 430800 NG 24.0" TYPE HIPS _ ~ ~ In ~~ RIGHT RRK = 1'8"2 Rv=2116# U=167# W=5"8 SEO = 153444 7.40.1001.10 SCALE =0.1755 25.OPsF REF 7.OPsf DATE 11-20-20 lO.OPsF DRWG O.OPsf KEC C, 1.15 JOB #~ TRU1115L 07 PDF created with pdfFactory Pro trial version www.pdffactory.com 43'8" m 43'8" Job~(TRU1115U WALKIN True Homes / E4 43'8" Vlt H5 Top chord 2x4 HF 1650f-1.5E :T1 2x4 HF #2: Bot chord 2x4 HF #2 :B2, B3 2x6 DF-L i800f-1.6E: Webs 2x4 HF Stud :W6 2x4 HF #2~ :W7, W8 2x4 OF-L 1800f-1.6E: :W9 2x4 HF Standnrd: :Lt Wedge 2x6 SPF 1650f-1.5E~:Rt Wedge 2x6 SPF 1650E-1.5E: (~~) Connection sized Far Turbo-Web rounded end. See drawing 160TW. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) 5TRRT(FT) END(FT) TC 20 14.00 29.67 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 85 mph wind, 15.00 ft mean hgt, RSCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, E7(P C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. Wind reoctlons based on MWRRS pressures. Calculated horizontal deflection is D.17" due to live load and 0.15" due tc dead load. (A) Continuous lateral bracing equnlly spaced on member. Bottom chord checked for additional 20-psf live load in oreas with 42"-high x 24"-wide clearance. Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent bottom chord live Deflection meets L/240 live and L/180 total load. load applied per ANSI/TPI 1. m 9'3 4'. N -i 0 m 1 43.8" -~ ~~m 11'6" -~ 8'3"4 -h B'3"4 15'7"8 Rv=2148# U=1A # ~~W=S"8 Rv=2149# U=180# RL=165# W=5"9 LEFT RAKE = 1'8"2 DESC. = E4 43'8" Vlt H5 TYP. -WAVE DESIGN GAIT=IRC2006 C /RT=1.00(1.25)/ 5( CITY= 2 TOTAL= 2 PET . **WRRNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND ~RRCING) ~UBLISHED ~Y TPI (TRUSS RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING PLATE INSTITUTE, 563 D'ONOFRIO DR. SUITE 200 MADISON, WI. 537191 FOR SAFETY PRACTICES ED TOP CHORD SHALL HAVE b THERWISE INDICAT PRIOR TO PERFORMING THESE FUNCTION. UNLESS D BOTTOM CHORD SHALL HAVE ~ PROPERLY ATTACHED RIGI Tf U Tf"`U S S I(l C PROPERLY ATTACHED STRUCTURAL PANELS RN **IMPORTRNT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. CEILING. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2750 Ho um Ba Rd. N.E. g y DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING BLE L I O G Lacey, WA 98516-3123 AN~ FOREST RMERICRN THE pR00VISI0NSSOFPN SG (NRTIONRLIDESIGN SPECIFICATIONUPU85ISHEOEBY STEE LV . PAPER RSSOCIRTIONI RND TPI. REPINE CONNECTORS ARE MADE OF 20GA RSTM R653 GR40 GA ACE OF TRUSS AND UNLESS OTHERWISE LOCATED D (3 60) 4 9 1 - B 02 4 EXCEPT RS NOTED. APPLY CONNECTORS TO EACH F S DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE S~RL ON THIS DRAWING INDICATE THI ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT UILDING R RN R O C F a x ~ (3 60) 4 9 1 - 80 2 8 SECTION 2 1995 RNSI/TP PER DESIGN o~oonuctaHEiTVInFBTUFTBURLOINGEDESIGNER RIGHT RAKE = 1'8"2 REV. 7.40.1001.10 TC LL 25 . ~PSf TC DL ~ • ~Psf BC DL lO.OPSF BC LL O.OPsF TOT. LD. 42.Opsf DUR.FRC. 1 . 15 SPACING 24.0" SEO = 154203 SCALE =0.1755 REF DATE 11-20-2007 DRWG KEC 0/R LEN. 430800 JOB #~ TRU1115L TYPE HIPS PDF created with pdfFactory Pro trial version www.pdffactory.com 14' 14' - nl r _,~~til Job~(TRU1115U WALKIN True Homes / ES 43'8" Vlt H6 T4lTC nuC PPCDODCn ^v nir ni n Top chord 2x4 HF 1650f-1.SE .T1 2x4 HF #2: Bot chord 2x4 HF #2 :82, B3 2x6 SPF 1650f-1.SE~ Webs 2x4 HF Stud :W9, W11 2x4 HF Standard :W10 2x6 SPF 1650f-1.5E: :Lt Wedge 2x4 HF Stud: (~~) Connection sized for Turbo-Web rounded end. See drawing 160TW. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPRCING(IN OC) STRRT(FT) END(FT) TC 38 16.00 27.67 Deflection meets L/240 live and L/180 total load. -- -~ ~~~~-- •-• ••~.- ,~~~ .~.~ .,,,v uw.ow~n rnwnrnl rnurl IttUJJ PIFti-5 LHYUU BS mph wind 15.00 ft mean hqgt, ASCE 7-02, CL05ED bldg, not located within 6.50 ft Prom roo~ edge, CAT II, EXP C, wend TC OLa3.5 Psf, wend BC DL~5.0 psf. Wind reactions based on MWFRS Pressures. Calculated horizontal deflection is 0.17" due to live load and 0.12" due to dead load. (A) Continuous lateral bracing equally spaced on member. Bottom chord checked for additional 20-Psf live load in ovens with 42"-high x 24"-wide clearance. Truss designed for unbalanced snow load using 0.00/1.00 windward/leeward fnctors, based an Pf=25.D0 Psf. m m 4~ 4'. to -~ s 0 m 43'8" Rv=1985# U=176q ~RL=184# W=5"811'6" 6'3"4 -I~ 8'3"4 I 15'7"8 P Rv=1983# U=17 # ~~W=5"8 LEFT RAKE = 1'8"2 RIGH T RAKE = 1'8 "2 DESC. = E5 43'8" V PET. TYP. -WAVE f U Tf U S S If1C 2750 Hogum Boy Rd. N.E. Lace , WR 98516-3123 y (3 6 0) 4 9 1 -8 0 2 4 Fax (360) 491-8028 lt H6 DESIGN GRIT=TPI C /RT=1.00(1.25)/ 5( Ol QTY= 2 TOTAL= 2 ~~WARNING~+I TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RND BRACING. REFER TD HIB-91 (HANDLING INSTALLING RND ERRCING) EUBLISHED ~Y TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MRQISON, WI. 537 9I FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TDP CHORD SHALL HAVE PROPERLY RTTRCHEO STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE ~ PROPERLY ATTACHED RIGI ALPINEGENGINEEREDRPRDOUCTS,IRNNCH SHALLYNOT BEIRESPONSIBLE FOR ANYTDEVIRTIONCFROMRTH~S DESIGN; RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. OESIGN CONFORMS WITH AP~LICRBLE PAPERSRSSOC~RTION] (RNDITPIL REPINE CONNECTORSIRREPMRDE50F020GRTRSTMMR653RGR40RGRLVRNSTEE EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER ORRWINGS 16D R-Z. THE SEAL ON THIS DRAWING INOICRTE ACCEPTANCE lyF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DSSTHE RESPOIJSIBILITYIOFBTHETBUILQINGEDE5IGNEA CPERORNSI/TPR RN1995RSECTION 2UILDING REV. 7. TC L L TC DL BC DL BC L L TOT. LD. DUR.FRC. SPACING 40.1001.10 2 S . O P s ~ 7.0 sF P 1 ~ • O 5 f' r ~ . ~ P S ~ 42.0 sf 1.15 24.0" SEO = 154210 SCALE =0.1755 RE F DATE 11-20-2007 D R WG K EC 0/R LEN. 430800 JOB #~ TRU1115L TYPE HIPS PDF created with pdfFactory Pro trial version www.pdffactory.com Job~(TRU1115U WRLKIN True Homes / E6 43'8'° Vlt H7 Top chord 2x4 HF #2 Bot chord 2x4 HF #2 :B2, 63 2x6 SPF 1650f-1.5E: Webs 2x4 HF Stud ~WS, W8, W9, W11 2x4 HF Standard :Rt Wedge 2x4 HF Stud: (++~) Connection sized for Turbo-Web rounded end. See drawing 160TW. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACIN27IN OC) START(FT) END(FT) TC 18.00 25.67 Truss designed for unbalanced snow load using 0.00/1.00 windward/leeward factors, based an Pf-25.00 psf. m a m 4'3 4 0 a 1 43'8" ' ~~m 11'6" 8'3"4 8'3"4 15'7"8 Rv=1983# U=17 # ~~W=S"8 Rv=1985# U=17/~' RL=204# W=5"8 RIGHT RAKE = 1'8"2 LEFT RAKE = 1'8"2 SEO = 154213 DESC. = E6 43'8" Vit H7 REV. 7.40.1001.10 SCALE =0.1755 PET. TYP. -WAVE DESIGN CRIT=TPI C /RT=1.00(1.25)/ 5[ Ol QTY= 2 TOTAL= 2 *fVRRNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING T C LL 2 S . ~ s F REF RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING RND ~RRCING) ~UBLISHED ~Y TPI (TRUSS P PLATE INSTITUTEr 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 537191 FOR SAFETY PRACTICES 7 , O P S ~ DATE 1 1 - 2D ' 2D D 7 PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE T C D L Tf U T r U 5 S It-1C PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHDRO SHALL HAVE ~ PROPERLY ATTACHED RIGI gC DL u~ CEILING. *+IMPORTRNT*~ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, 1 0.O P 5 F D R W G 2750 Ho um Ba Rd. N.E. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS gC L L ~ • 0 P S f KEC g y ~RNDLINGA,NSHIPPINGE INSBALL~NGHRNORBRRCINGNOF NRUSSESCE WOESIGNICONFORMSRWITHIAPI~LICABLE Looey, WR 98516-3123 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO TOT. LD. 42.0 sf 0/R LEN. 430800 PAPER RSSOCIRTION) ANO TPI. REPINE CONNECTORS RRE MADE OF 20GR RSTM R653 GR40 GALV. STEE (3 6 O) 4 9 1 - 8 0 2 4 EXCEPT R5 NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SAL ON THIS DRAWING INDICATE DIJR. FAC . 1 • 15 JOB # 'HIPS 1 1 5 L ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SPACING 24.0" TYPE F a x ~ (3 6 0) 4 9 1 - 802 8 DESIGN ~HOoNA~rQHETS~IncBTUFTRIttN~INGEDESIGNER,CPER ANSI/TPI iN1995RSECTION 2UILOING THIS DWG. PREPARED BY THE REPINE JOB DESIGNER PRDGRRM FROM TRUSS MFR'S LAYOUT 65 mph wind 15.00 ft mean hggt, RSCE 7-02, CLOSED bldg, not locoted within 6.50 ft from roo~ edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL°5.0 psF. Wind reoctions based on MWFRS pressures. Calculated horizontal deFlection is 0.15" due to live load and 0.11" due tc deod load. Bottom chord checked for addlticnal 20-psf live load in areos with 42"-high x 24"-wide clearance. Deflecticn meets L/240 live and L/180 total load. PDF created with pdfFactory Pro trial version www.pdffactory.com 18' I 18' nIT-i"~II Job~(TRU1115L) WRLKIN True Homes / E7 43'8" Vlt H8 Top chord 2x4 HF #2 Bot chord 2x4 HF #2 ~B2, B3 2x6 SPF 1650f-1.5E~ Webs 2x4 HF Stud :W4, W7, W8, W9, W1D 2x4 HF 5tandard: :Lt Wedge 2x6 SPF 1650f-1.5E~~Rt Wedge 2x6 SPF 1650f-1.5E~ (~~) Connection sized for Turbo-Web rounded end. See drawing 160TW. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS~ CHORD SPRCING(IN OC) STRRT(FTl END(FT) TC 32 20.00 23.67 THIS DWG. PREPRREO 6Y THE ALPINE J06 DESIGNER PRDORAM FROM TRUSS MFR'S LRYOUT 85 mph wind 15.00 ft mean hggt, RSCE 7-05, CLOSED bldg, not located within 6.50 ft from roc edge, CRT II, EXP C, wind TC DL°3.5 psf, wind BC DL°5.0 psf. Wind reactions based on MWFRS Pressures. Calculated horizontal deflection Is 0.19" due to live loud and 0.10" due to dead load. (R] Continuous lateral bracing equally spaced on member. Bottom chord checked for additional 20-Psf live lood in oreos with 42"-high x 24"-wide clearance. Truss design per IRC sect. R802.10.2. 1D.00 psf non-concurrent bottom chord live Defleotion meets L/240 11ve and L/180 total load. load applied per RNSI/TPI 1. Truss designed for unbalanced snow load, based on Pf=Pg=25.00 psf. ro e 7 0 9~ 4; 43'8" ~-" 11.8'• -- 8'3"y I 8'3"4 Rv=2359# U=175#! RL=223# W=5"8 LEFT RAKE = 1'B"2 DESC. = E7 43'8" Vlt H8 PLT . TYP . -WRVE DESIGN GRIT=IRC2006 C /RT=1.00 (1.251 / 5 [ (:QTY= 2 TOTAL= 2 **WRRNING** TRU5SE5 REQUIRE EXTREME CRRE IN FRBRICRTING HRNDLING SHIPPING INSTALLING RND BRACING. REFER TO HIB-91 (HRNDLING INSTRLLING ANO ~RRCING) ~UBLISHED ~Y TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR. SUITE 200 MROI50N, WI. 537191 FOR SAFETY PRRCTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICRTEO TOP CHDRD SHALL HRVE Tf U TI-`U 5 S I(1C PROPERLY RTTRCHED STRUCTURRL PRNELS RND BOTTOM CHORD SHRLL HRVE ~ PROPERLY ATTACHED RIGI CEILING. **IMPDRTRNT** FURNISH R COPY OF THIS DESIGN TO 1HE INSTRLLRTION CONTRRCTOR. 2750 Ho um Ba Rd. N.E. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS g y DESIGN: ANY FRILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI; OR FRBRICRTING Laoe , WA 98516-3123 HANDLING, SHIPPING, INSTRLLING RND BRRCING OF TRUSSES. DESIGN CONFORMS WITH RP~LICRBLE y PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE RMERICAN FOREST RND PAPER RSSOCIRTIONI AND TPI. REPINE CONNECTORS ARE MRDE OF 20GR ASTM A653 GR40 GRLV. STEE (3 6 0) 4 9 1- BO 2 4 THISPDESIGNOTPOSITIONLCONNECTORSRPER DRAWINGSC160FR ZUSTHENS~RLNONSTHISHDRRWINGLINDICATE RCCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Fax ~ (360) 491-8028 DESIGN SHOWN.rrpHETS~hRBT~~Tpi RNOtN9En~sr NER.CPEROAN5I/TPI 1N1995RSECTION 2UILOING }.-.o 15'7"8 Rv=2358# U=176# ~ W=5"8 RIGHT RRKE = 1'8"2 REV. 7.40.1001.10 SEO = 154216 SCREE =0.1755 TC LL 25.OPsf TC DL, 7 ~ OPsP BC DL 10 . DPsF BC LL O.OPsf TOT. LD, 42.OpSf DUR.FRC. 1 . 15 SPRCING 24.0" REF DATE 11-20-2007 DRWG KEC 0/R LEN. 430800 JOB #~ TRU1115L TYPE NIPS PDF created with pdfFactory Pro trial version www.pdffactory.com 20' 20' ~n T -1"111 rTni i i , ~ CI ~ Lloi urr,i 7.,, ~„ La.,MO~ / FR 4'A' R" V t THIS DWG. PREPRRED BY THE REPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYDUT Jvu • ~ i nvi - -- - Top chord 2x4 HF #2 Bot chord 2x4 HF #2 :B2, B3 2x6 SPF 165Df-1.5E: Webs 2x4 HF Stud :W4, W6, W7, W91 W10 2x4 HF Standard: :WB 2x4 HF #2: :Lt Wedge 2x6 SPF 1650P-1.5E::Rt Wedge 2x6 5PF 1650f-1.5E: (~~) Connection sized for Turbo-Web rounded end. See drawing 160TW. Bottom chord checked for additional 20-psi Ilve load In oreas with 42"-high x 24"-wide clenranoe. Deflection meets L/240 Ilve and L/180 total lood. (~ i m ti -1 ~-m iL'6" Rv=1985# U=174#' RL=242# W=5"8 43'8" 95 mph wind 15.00 ft mean hqqt, ASCE 7-D5, CL05ED bldg not located within 6.50 ft Prom roo~ edge, CRT II, EkP C, wind TC OL-3.5 psF, wind BC DL-5.0 psi. Wind reactions based on MWFRS pressures. Calculated horizontol deflection is 0.16" due to live load and 0.11" due to dead load. (R) Continucus loteral bracing equally spaced on member. Truss design per IRC sect. R902.10.2. 10.00 psi non-concurrent bottom chord live load applied per RNSI/TPI 1. Truss designed for unbalanced snow load) based on Pf=Pg=25.00 psi. S'3"4 N .y -i -1 .-1 15'7"S Rv=1983# U=17 # ~~W=S"B " RI GH T RRKE = 1'8"2 2 LEFT RAKE = 1'8 SEO = 154218 DESC. = EB 43'8" V lt 251 / 5 ( CITY= 4 TOTAL= 4 REV . 7. 40.10 01.10 SCALE =0.1755 PLT . TYP . -WRVE DESIGN GRIT=IRC2006 C /RT=1.00 (1. **WRRNING** TRUSSES REQUIRE EXTREME CRRE IN FRBRICRTING HANDLING SHIPPING INSTRLLING HIB-91 fHRNDLING INSTRLLING RND ~RRCINGI ~UBLISHED ~Y TPI (TRUSS T C L L 2 5. O P 5 F RE F RND BRRCING. REFER TD 537191 FOR SAFETY PRACTICES WI ITE 200 MRDISON ' , . ONOFRIO DR. SU PLRTE INSTITUTE, 583 D PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7. OPs f D RTE 11'2D-2007 T f U T r U 5 S If1C PROPERLY RTTACHED STRUCTURRL PRNELS RND BOTTOM CHORD 5HRLL HRVE ~ PROPERLY RTTRCHED RIGI 1 ~ ~ F CEILING. **IMPORTRNT** FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. B C DL . P S DRW G N E ALPINE ENGINEERED PRODUCTS, INC. 5HRLL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS CE WITH TPI: OR FRBRICRTING DEB . . 2750 Ho um 9a Rd. g y DESIGN: RNY FRILURE TO BUILD THE TRUSSES IN CONFORMRN DESIGN CONFORMS WITH RP~'LICRBLE BRRCING OF TRUSSES B C LL Q • P S . HRNDLING, SHIPPING, INSTRLLING RNO EST RND Laoe , WR 98516-3123 y PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICRN FOR LD TOT 42 0 s F 0/R LE 430800 N REPINE CONNECTOR5 RRE MRDE OF 20GA RSTM R653 GR40 GRLV. STEE PRPER ASSOCIRTION) RNO TPI . . . . -8024 . STHISHDRRWINGL~NDICRTE ~ N N TZUS CE F O R I L OT P 1 1 5 JOB #~ TRUl115L (360)491 ON S RL THE R 60 ORRWINGS PER CONNECTORS POSIT ON DESIGN THIS DUR.FRC. . RCCEPTRNCE bF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CULAR BUILDING 4 0" COMN ~ (3601491-8028 F THE SUITRBILITY RNO USE OF THIS COMPONENT FOR RNY PRRTI DESIGN SHOWN SPACING . 2 TYPE ax . __ _.._ ..~,,,,,,,,,,,,,,~ .r,. ~~ T~~r oiin nrue nrcrr_uro oro AAIST/TPT I-IQ45 FFCTTON 2 __ PDF created with pdfFactory Pro trial version www.pdffactory.com 4'3 4; B'3"4 21'10" 21'10" - Job= l l KU111UU WY1 L (~1IV I rue numee i ~~ -r~ o ~N I v l l ~ Ir Top chord 2x4 HF #2 Bot chord 2x8 SPF 1950E-1.7E :B1 2x6 SPF 1650f-1.5E: :B4 2x4 HF #2: Webs 2x4 HF Stud :W6, W8 2x6 SPF 1650f-1.5E: :W7 2x6 OF-L 1800P-1.6E: (~~) Connection sized for Turbo-Web rounded end. See drawing 160TW. Bottam chord checked for additional 20-psf live load in areas w rf h 42"-high x 24"-wide clearance. Oeflectlon meets L/240 live and L/180 total load. m in 4~ 4 43'A" Rv=298# U=0# R =145# W=3"B Rv-2647# U-242# W-7"12 In1J UNV. rnCrnRCU UI InC nLr11VC Jaa UCJIUIVCtt rRUUftnll rttVn IttUJJ flrY( b LFIIUU 85 mph wlndl 15.00 ft mean hggt, RSCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psF, wind BC DL-5.D psf. Wind reoctiens bused on MWFRS Pressures. (R) Continuous loterol bracing e9ually spaced on member. IN LIEU OF STRUCTURAL PRNELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) STRRTfFT) END(FTl TC 33 12.00 31.67 Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent bottom chord live load applied per RNSI/TPI 1. 0 n Rv-1465# U=122# W=S"8 LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8"2 DESC. = E9 43'8" SPI Vlt H4 SEO = 154233 PET. TYP. -WAVE DESIGN GRIT=IRC2006 C /RT=1.00(1.25)/ 5( COTY= 1 TOTRL= 1 REV. 7.40.1001.10 SCREE =0.1755 *+tWARNINGx~ TRU55ES REQUIRE EXTREME CRRE IN FRBRICRTING HANDLING SHIPPING INSTRLLING RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND ~RRCING) ~UBLISHED ~Y TPI (TRUSS TC L L 2 S . O P s f REF PLRTE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MRDISON, WI. 53715) FOR SAFETY PRRCTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICRTED TOP CHORD SHALL HRVE b TC DL 7.OPsP DRTE 11-20-2007 T(`U T r U 5 S I n C PROPERLY ATTRCHED RIGI PROPERLY RTTRCHED STRUCTURRL PRNELS AND BOTTOM CHORD SHRLL HRVE CEILING. ~+tIMPORTRNT*~ FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRRCTOA. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS INC ALPINE ENGINEERED PRDOUCTS BC D L 1 ~ • ~ s ~ P DR W G 2750 Ho um Ba Rd. N.E. s y . , DESIGN: RNY FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING SNIPPING, INSTRLLING RND BRRCING OF TRUSSES. DESIGN CONFORMS WITH RP~LICRBLE HANDLING O , O P S ~ BC L L K EC Laoe , WA 98516-3123 y , PROVISIONS OF NDS (NRTIONRL DESIGN SPECIFICRTION PUBLISHED BY THE AMERICRN FOREST AND PAPER ASSOCIRTION) RNO TPI. REPINE CONNECTORS PRE MADE OF 20GR RSTM A653 GR40 GALV. STEE TOT. LD. 42.0 sf 0/R LEN. 430800 (3 6 0) 4 9 1 - 8 02 4 EXCEPT RS NOTED. RPPLY CONNECTORS TO ERCH FACE OF TRUSS RND UNLESS OTHERWISE LOCRTED 0 THIS DESIGN POSITION CONNECTORS PER DRRWINGS 160 R-Z. THE S~RL ON THIS DRRWING INDICATE TANCE bF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR.FRC. 1 • 1S JOB #: TRU1115L Fax ~ (360) 491-8028 ACCEP DESIGN SHOWN. THE SUITRBILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. SPRC ING 24.0" TYPE H I PS PDF created with pdfFactory Pro trial version wwvv.pdffactory.com I---- 10'11"14 32'8"2 F~~ 11'6" -+- 6'3"4 -h 8'3"4 15'7"8 ~~I Job~(TRU1115U WRLKIN True Homes / E10 43'8" S I Vlt H3 Top chord 2x4 HF #2 ~T3 2x4 OF-L 180Df-1.6E~ Bot cWebs 2x4 HF StudB2W962x4xHFS#2:1650f-1.5E~ :W11, W13 2x4 HF Standard (+~~) Connection sized for Turbo-Web rounded end. See drawing 160TW. THIS DWG. PREPARED BY THE REPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 85 mph wind 15.00 ft mean hggt, RSCE 7-OS, CLOSED bldg, not located within 6.50 ft iron roo~ edge, CAT II, EXP C, wind TC DL°3.5 psf, wind BC DL-5.0 psf. Wind reoctions based on MWFRS pressures. (R) Continuous lateral bracing e9vally spaced on member. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) STRRT(FT) END(FT) TC 29 10.00 33.67 Deflection meets L/240 Ilve and L/180 totol load. Truss designed for unbalanced snow load, bosed on Pf=Pg=25.00 psf. BottoM chord checked for oddltlanal 20 -psf live lood in areas with 42"-high x 24"-wide clearance. Truss design per IRC sect. RB02.10.2. 10.00 psf non concurrent bottom chord live load applied per ANSI/TPI 1. m IN 1 3Y 4'3 m 12'11"2 -13'2"4 6'7" 8'3"4 30'8"14 15'7"B N t 0 m ,~"--r` 43'8" Rv=1380# U=!0 # W=5"6 Rv=533# U=0# R =126# W-3"8 Rv-2874# U-261# W-6"4 LEFT RAKE = 1'8"2 DESC. = E10 43'B" SPI Vlt H3 PET. TYP. -WRVS DESIGN GRIT=IRC2006 C /RT=1.00(1.25)/ 5( QTY= 1 TOTAL= 1 *tWRRNING+~~ TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTALLING RNO BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANDRACING) ~'UBLISHED ~Y TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 537191 FOR SAFETY PRACTICES PRIDR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE Tf U TC,U S S IC1C ~E~LINGY RTC*IMPORTANT+~+UFURNISHERSCOPOY OFTTHMSCOES~GNHTOLTHEVINSTRL~RTION CONTRRC~ORIGI 2750 Hogum Boy Rd. N.E. ALPINE ENGINEERED PRODUCT5, INC. SHALL NOT BE RESPDNSIBLE FOR RNY DEVIATION FRDM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING Laoey, WR 96516-3123 HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RP~LICRBLE PROVISIONS OF NDS (NRTIDNRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND PAPER ASSOCIATION) AND TPI. REPINE CONNECTORS RRE MADE OF 20GA RSTM R653 GR40 GRLV. STEE (3 6 0) 4 9 1- 8 0 2 4 7HISPDESIGN TPOSITIONLCONNECTORSRPER DRRWINGSC160FAT~USTHENS~RLNONSTHISHDRRWINGL~NDICATE ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT F a x (3 6 0) 4 9 1- 8 0 2 8 OESTUC o~apnrJaTaiEtTYIOFBTHETBUILOINGEOESIGNER CPER ANSI/TPR RN1995RSECTION 2UILOING RIGHT RAKE = 1'8"2 REV. 7.40.1001.10 TC LL 25.OPsF TC DL 7.OPsF Bc DL lO.OPsf BC LL O.OPsF TOT. LD. 42.OPsF DUR.FRC. -1.15 SPACING 24.0" SEO = 154237 SCALE =0.1755 REF DATE 11-20-2007 DRWG KEC 0/A LEN. 430800 JOB #~ TRUlliSL TYPE HIPS PDF created with pdfFactory Pro trial version www.pdffactory.com T3 i _ 10' -=i in~ r? Job~(TRU1115U WALKIN True Homes / E11 43'8'° H2 THIS DWG. PREPRRED BY THE REPINE JOB oESIGNFR PRnGRaM Flinn Taus nFR~s ~avniir Top chord 2x4 HF #2 ~T2, T3 2x4 HF 1650f-1.5E~ Bot chord 2x4 HF 1650f-1.5E Webs 2x4 HF Stud ~W3, W9 2x4 HF Stnndard~ (~*) Connection sized for Turbo-Web rounded end. See drawing 160TW. IN LIEU OF STRUCTURRL PRNELS OR RIGID CEILING USE PURLINS~ CHORD SPACING (IN OC) STRRT(FT) END(FT) TC 55 8.00 35.67 Truss designed for unbalanced snow load using 0.00/1.00 windward/leeward Factors, based on Pf=25.00 psf. 8' 7 IjS 1 ~~ 4; 85 mph wind 15.00 ft mean hqqt, ASCE 7-02, CLOSED bldg, not located within 6.50 ft from rao~ edge, CAT II, EXP C, wind TC DL-3.5 psf, wend BC DL-5.0 psf. Wind reactions based on MWFRS pressures. (R) Continuous lateral bracing equally spaced on member. Bottom chord checked for oddlticnal 20-psF live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 Ilve and L/180 total load. 2 1 N -a O N 1 Rv=1144# U=113#~~ RL=106# W=5"8 43'8" Rv=2317# U=214# W=5"B Rv=617# U=53 ~ W S"8 LEFT RRKE = 1'B"2 DESC. = E11 43'8" H2 PET. TYP. -WAVE DESIGN GRIT=TPI C /RT=1.00(1.251/!Of O) QTY= 1 TOTRL= 1 +~*WARNING** TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTRLLING RNO BRACING. REFER TO HIB-91 [HRNDLING INSTRLLING RND SRRCING) •SUBLISHEO SY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MROISON, WI. 537191 FOR SRFETY PRACTICE5 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HRVE T r U Tf U S S I(1C PROPERLY RTTRCHED STRUCTURRL PRNELS RND BOTTOM CHORD SHRLL HRVE S PROPERLY RTTRCHED RIGI CEILING. **IMPORTRNT** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLATION CONTRRCTOR. 2750 Ho um Ba Rd. N.E. REPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS 9 y DESIGN: RNY FRILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TP L' OR FRBRICRTING Laney, WR 98516-3123 pRODVI5I0NSSOFPN~SG[NRNIONALIOESIGN SPECIFICRTIONUPUBLISHEDEBYGTHEORMERICRNIFOAESTLRNOBLE PRPER RSSOCIRTIONI RNO TP L REPINE CONNECTORS RRE MROE OF 20GA RSTM R653 GR40 GRLV. STEE (3 6 0) 4 9 1 - 8 02 4 EXCEPT RS NOTED. RPPLY CONNECTORS TO ERCH FACE OF TRUSS RND UNLESS OTHERWISE LOCRTED 0 THIS DESIGN POSITION CONNECTORS PER DRRWINGS 160 A-Z. THE SSRL ON THIS ORRWING INDICATE RCCEPTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Fax ~ (360) 491-8028 DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR RNY PRATICULRR BUILDING RIGHT RRKE SEO = REV. 7.40.1001.10 SCALE = 1'8"2 153409 =0.1755 TC LL 25.OPsf REF TC DL 7.OPsf DRTE 11-20-2007 BC DL lO.OPsf DRWG BC LL O.OPsF KEC TOT. LD. 42.0 SF 0/A LEN. 430800 DUR.FRC. 1.15 JOB #~ TRU1115L SPACING 24.0" TYPE HIPS A' - PDF created with pdfFactory Pro trial version www.pdffactor 28'1"4 15'8"12 ~..h • ~Tpl I I I I ~ 1 Id RI KTN Tri io Nnmt?n / F I ~ 4;p' ~" H~ THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYDUT Top chord 2x4 HF #2 :T2, T3 2x6 SPF 1650(-1.5E~ Bot chord 2x8 SPF 1950f-1.7E Webs 2x4 HF Stud :W6 2x4 HF #2~ :W8 2x4 HF Standard: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.15 / PLATE DUR.FRC.=1.15) TC -From 66 PLF at -1.50 to 66 PLF of 6.00 TC -From 66 PLF at 6.00 to 66 PLF of 6.43 TC -From 95 PLF at 6.43 to 128 PLF at 8.43 TC -From 128 PLF at 8.43 to 128 PLF at 24.00 TC -From 128 PLF at 24.00 to 128 PLF at 35.24 TC -From 128 PLF at 35.24 to 95 PLF at 37.24 TC -From 66 PLF at 37.24 to 66 PLF at 37.67 TC - From 66 PLF at 37.67 to 66 PLF at 45.17 BC -From 4 PLF at -1.50 to 4 PLF at 0.00 BC -From 41 PLF at 0.00 to 91 PLF at 6.43 BC - Froro 41 PLF at 6.43 to 41 PLF of 14.00 BC -From 41 PLF at 14.00 to 41 PLF of 29.67 BC -From 41 PLF at 29.67 to 41 PLF of 37.24 BC -From 41 PLF at 37.24 to 41 PLF of 43.67 BC -From 4 PLF at 43.67 to 4 PLF of 45.17 TC - 391 LB Conc. Load at 6.43, 37.24 85 mph wind, 15.00 ft meon hqt, RSCE 7-05, CLOSED bldgi not located within 6.50 ft from roof edge, CRT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Wind reactions based on MFRRS pressures. Bottom chord checked for addltlonal 20-psf live lood in areas with 42"-high x 24"-wide clearance. #1 hlp supports 6-5 -2 docks with no webs. Corner sets ore conventlonolly framed Building designer is responsible far conventional framing. I~-6' S"2 12 I---6' - 6 ~ cv I 3'4'3 SXS fR4) 5X5 fR4l~ ra /.~- 6X6 30' 9"I1 - 12X14 26'1"4 + 15'6"12 43 8" Rv=742# U=74 m W=5"9 Rv=2061# U=203 RL=86# W=3"8 Rv-4673# U=458# W=5"B " RIGHT RRKE = 1'8"2 2 LEFT RRKE = 1'8 " SEO = 153393 DESC. = E12 43'8 Hl 25I71D( di1TY= 1 TOTRL= 1 REV. 7. 40.1 001.10 SCALE =0.1053 PLT. TYP. -WRVE DESIGN GRIT=IRC2DDS c 7Rr=l.oD(1. **WRRNING^* TRUSSES REQUIRE EXTREME CRRE IN FRBRICRTING HRNOLING SHIPPING INSTRLLING TO HIB-91 fHRNDLING INSTRLLING RNO ~RRCING) ~UBLISHED ~Y TPI (TRUSS TC LL 2 S . O P s F RE F RNO BRACING. REFER 537191 FOR SRFETY PRRCTICES WI 200 MROISON ' . , ONOFRIO DR. SUITE PLRTE INSTITUTE, 583 D PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICRTEO TOP CHORD SHALL HRVE TC DL 7 .OPs f D ATE 11-20-2007 Tf U Tf~`U 5 S If1C PROPERLY RTTRCHED STRUCTURAL PRNELS ANO BOTTOM CHORD SHALL HRVE ~ PROPERLY RTTACHEO RIGI TOR l O O F . CEILING. ^^IMPORTRNT+~~ FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRRC THIS BC D L . P S D R W G N E Rd ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM ITH TPI; DR FRBRICRTING . . . 2750 Ho um Bo g y DESIGN: ANY FRILURE TO BUILD THE TRUSSES IN CONFORMRNCE W DESIGN CONFORMS WITH RP~LICRBLE CING DF TRUSSES BC LL ~ ' 0 P S K EC . HRNOLING, SHIPPING, INSTRLLING RND BRR Lade , WR 98516-3123 y PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICRN FOREST AND T LD 42 0 s f 0 /R LE 430800 N ALPINE CONNECTORS RRE MROE OF 20GR RSTM A653 GR40 GRLV. STEE PRPER RSSOCIATIONI AND TPI . , TO . . 491-8024 . EXCEPT RS NOTED. RPPLY CONNECTORS TO ERCH FACE OF TRUSS RNO UNLESS OTHERWISE LOCATED 0 IS DRAWING INDICRTE ~ L IS JOB #: TRU1115L (36O) RL ON TH THIS DESIGN POSITION CONNECTORS PER DRRWING6 160 R-Z. THE S DUR.FAC. • RCCEPTRNCE bF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT BUILDING RNY R PACING 24 0" HIPS F a x ~ (3 6 0) 4 9 1 - 8 02 8 DESIGN SHOWN, THE SUITRBILITY RNO~USE~OereH~o Co[oOouct/TaR a4s cc~Tinu S . TYPE Bearlnqq blocks: Noll type: 12d~ox_or_Gun_(0.128"x3.25" min.)_nalls BRG X-LOC #BLOCKS LENGTH/BLK #NRILS/BLK WALL ~LRTE 2 27.875' 1 12" 11 Rigld Surface Bearlnqq block tc be same size and species as bottom chord. Refer To drawing CNBRGBLK0207 for addltlonol information. (R) Continuous lateral bracing equally spaded on member. IN LIEU OF STRUCTURAL PRNELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OCl START(FT) END(FT) TC 44 6.00 37.67 Deflection meets L/240 Ilve and L/180 total lood. ~~ California hip girder load case modified ~~ Extend sloping topp chord of truss and jacks to hlp rafter. Support extensions everyy 2.D0 ft to Plat TC. Spacing of supports arlgginates from #1 hip. Attach 2x4 Taterol bracing to flnt TC 8 44" OC with 2-16d Box or Gun nails(0.135"x3.5",min J and diagonally brace per DWG. BRCALHIPH1103. Support hlp rafter with cripples at 2-9-15 DC. PDF created with pdfFactory Pro trial version www.pdffactory.com ~~t,• fTDlll I ICI 1 LIQI KTt\I Tr~iio I-InmA~ / ~R ~' F,) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYDUT Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Bottom chord checked for additional 20-psf live load in oreas with 42"-high x 24"-wide clearance. Deflecticn r7eets L/240 live and L/180 total lood. 1'11"11 7 _~ 1'6" Rv-331# U-31# RL-35# W-3"B z 85 mph wind 15.00 ft meon hgt, RSCE 7-05, CLOSED bldg Located anywhere in roof, CAT If, EXP C, wind TC DL-3.5 psP, wind BC DL-5.b psf. Wind reactions bosed on MWFRS pressures. Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent bottom chord live load applied per ANSI/TPI 1. Truss designed for unbalanced snow load, bosed on Pf=Pg=25.00 psf. Rv-30# " U-7# NRILED r' T Ul (+] 1 Rv=29# U=4# NRILED N -i O N LEFT RAKE = 1'8"2 SEO = 153539 DESC. = 2A 2' EJ 25)/!O( ~1TY= 2 TOTAL= 2 REV. 7.40.1001.10 SCALE =1.4930 00(1 . PET. TYP. -WAVE DESIGN GRIT=IRC2006 C /RT=1. f•WRRNING+~+~ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTRLLING EFER TD HIB-91 (HANDLING INSTALLING AND ~RRCINGI ~UBLISHED ~Y TPI (TRUSS T C L L 2 5.O P 5 F R E F RNO BRACING. R 537191 FOR SAFETY PRACTICES WI SUITE 20D MADISON ' , . ONDFRIO DR. PLATE INSTITUTE, 583 D PRIOR TO PERFORMING THESE FUNCTIONS(. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7.OPsf DATE 11-20-2007 T('U Tf U S 5 IC1C PROPERLY ATTACHED STRUCTURAL PANELS RNO BOTTOM CHORD SHRLL HAVE (~ PROPERLY ATTACHED RIGI 1 ~ O F CEILING. ^*IMPORTRNTt* FURNISH fl COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. • p s BC D L D R W G N E Rd B REPINE ENGINEERED PRDDUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS RMANCE WITH TP L' OR FABRICATING EC . . , o 2750 Ho um g y DESIGN; RNY FAILURE TO BUILD THE TRUSSES IN CONFO DESIGN CONFORMS WITH RPf~LICRBLE RND BRACING OF TRUSSES ~ ' P 5 BC L L K Laoe , WR 96516-3123 y . HANDLING, SHIPPING, INSTRLLING PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND O F 4 2 2 ALPINE CONNECTORS ARE MADE DF 20GA ASTM A653 GR40 GRLV. STEE PAPER ASSOCIATIONI AND TPI 5 . TOT. LD. 0/ A LEN. 360) 491-8024 . EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED 0 ON THIS DRAWING INDICATE ~R 15 1 R FAC JOB #~ TRU1115L ( L THIS DESIGN POSITION CONNECTORS PER DRAWINGS 16D R-Z. THE S . . . DU ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPDNSIBILITY SOLELY FOR THE TRUSS COMPONENT ENT FOR RNY PARTICULAR BUILDING 0 " SPACING 2 4 C R J A C C S Fax ~ (3601491-8028 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPON __ -„- ..~...,,.. ~...~.~.r.. nr mr oiin nr~ir nrM rAl[D o[o OAICT /TPT I-IQQS CGCTTf1N 7 . TYPE PDF created with pdfFactory Pro trial version www.pdffactory.com Job~(TRU1115~) WALKIN True Homes / 2B 2' EJ THIS DWG. PREPRRED BY THE ALPINE JDB DESIGNER PRDGRAM FROM TRUSS MFA's iRVniir Top chord 2x4 HF #2 Bot chord 2x4 HF #2 85 mph wind 15.00 Ft mean hgt, RSCE 7-OS, CLOSED bldg Located anywhere In roof, CAT If, EXP C, wind TC DL°3.5 psf, wind BC DL-5.0 psf. Bottom chord checked for addltionol 20-psF live loud in areas with 42"-high x Wind reactions based on MWFRS pressures. 24"-wide clearance. Truss design per IRC sect. R802.10.2. 10.00 psf non concurrent bottom chord live. Defleotion meets L/240 live and L/180 total load. load applied per RNSI/TPI 1. Truss designed for unbalanced snow load, based on PF=Pg=25.00 psf. 3'11"11 ° 1O1" U°26# NRILEO 7 N m 7 m r 7 ti N -~ O ro LEFT RRKE = 1'8"2 RIGH T RAKE = 2'2"8 OESC. = 2B 2' EJ SEO = 153557 PLT. TYP. -WAVE DESIGN GRIT=IRC2006 C /RT=1.00(1.251/10( ~1TY= 2 TOTAL= 2 REV. 7. 40.100 1.10 SCALE =1.0056 ~*WRRNING** TRUSSES REQUIRE EXTREME CARE IN FABRICRTING HRNDLING SHIPPING INSTRLLING ~ ~ ~ TC L L ~ 5 O f R RRCINGI I RND BRRCING. REFER TO HIB-91 (HRNDLING INSTRLLING RND E UBLISHED Y TPI (TRUSS 1 ' . P S E F ONOFRIO DR. SUITE 200 MADISON, WI. 537 91 FOR SRFETY PRRCTICES PLRTE INSTITUTE, 563 O N b 7 0 F Tf U T f'U S S II~1C . UNLESS THERWISE INDICATED TOP CHORD SHRLL HRVE PRIOR TO PERFORMING THESE FUNCTIO PROPERLY RTTRCHED STRUCTURRL PRNELS RNO BOTTOM CHORD SHRLL HRVE ~ PROPERLY RTTRCHEO RIGI TC DL . s P DRTE 11-20-2007 CEILING. r~IMPORTRNT~~ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. BC D L I O O S ~ D R W ~ ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIRTION FROM THIS . P 2750 Ho um Ba Rd. N.E, g y A O E W I H R I N I TR~S E C D IG E D T ~ R BC L L O 0 S f K EC WA 98516-3123 Lane AND BRAC NG OF S S ES N CONFORM5 SHIPPING INSTRLL NG WI H RPf LICABLE HRNDLING . P y, ppOVISIONS OF NOS (NRTIONAL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICRN FOREST AND PAPER RSSOCIRTIONI ANO TPI. ALPINE CONNECTORS ARE MRDE OF 20GR RSTM A653 GR40 GRLV. STEE CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE TOT. L D. 4 2. O S F 0 / R LEN . 2 (3 8 0) 4 9 1 - 8 02 4 EXCEPT RS NOTED. RPPLY LOCRTED 0 ECTORS PER DRAWINGS 160 R 2 THE SAL ON THIS ORRWING I IO CON DI - . THIS DESIGN POSIT N N N CRTE DUR FRC 1 . 1 S JOB #~ TRU1115L ACCEPTRNCE bF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOA THE TRUSS COMPONENT . . Fax (360) 491-8028 2UILDING BT T E T C O 1N R I O S SPRCING 24. 0 " TYPE CRJACCS OF HE BUILDING DESI NER PER RNSI/TPI 1995 SECTION THE RESPONSIBILITY S PDF created with pdfFactory Pro trial version www.pdffactory,com ~1 Rv-375# U-2 # RL-55# W-3"8 1'11"11 ~ Rv-37# U-3# NRILEO Job~(TRU1115U WRLKIN True Homes / 6R 6' EJ THIS DWG. PREPARED BY THE REPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S IRY~UT ToP chord 2x4 HF #2 Bot chord 2x4 HF #2 Bottom chord checked for additional 20-Psf Ilve load in areas with 42"-high x 24"-wide cleorance. Deflection meets L/240 live and L/18D total load. 85 mph wend 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg Located anywhere In roof, CAT If, EXP C, wind TC DL-3.5 psf, wind BC DL-5.b psf. Wind reactions based on MWFRS Pressures. Truss design per IRC sect. R602.10.2. 10.00 psf non-concurrent bottom chord live load applied per RNSI/TPI 1. Truss designed for unbalanced snow load, based on Pf=Pg=25.00 psf. 1'11°11 Rv-FA!! ~ f1H NATI Fn 4'0"5 7 12 -+ 6 ~ T M 7 1 N ~ N m 1° Fes- 1'B Rv-342# U-2 # RL-35# W-3"8 Rv-96# U-0# NAILED LEFT RRKE = 1'8"2 DESC. = 6R 6' EJ PET. TYP.-WRVE l~L~^ TruTrussInc 2750 Hogum Bay Rd. N.E. Laney, WR 98516-3123 (360) 491-8024 Fax ~ (360) 491-8028 DESIGN CRIT=IRC2006 Cq/RT=l.OD(1.251/10( d1TY= 2 TOTAL= 2 ]ABRACING.TAREFER TOOHIBE9IX(HANDLINGEINSTALLINGRRNDG~RACINGING~UBLISHEOG~YITPIA(TRUSS ATE INSTITUTE, 583 D'ONDFRIO OR. SUITE 200 MROISON, WI. 537191 FOR SRFETY PRRCTICES IOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICRTED TOP CHORD SHALL HRVE OPERLY RTIACHED STRUCTURRL PRNELS RND BOTTOM CHORD SHALL HRVE ~ PROPERLY RTTRCHEO RIGI ILING. ~~IMPORTANT+~^ FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. PINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS SIGN; RNY FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING NOLING, SHIPPING, INSTRLLING RND BRRCING OF TRUSSES. DESIGN CONFORMS WITH RP~LICABLE DVISIONS OF NOS (NRTIONRL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICRN FOREST AND PER RSSOCIATIONI RND TPI. REPINE CONNECTORS RRE MRDE OF 20GR RSTM R653 GR40 GALV. STEE CEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED 0 IS DESIGN POSITION CONNECTORS PER DRRWINGS 160 R-Z. THE SAL ON THIS DRRWING INOICRTE CEPTRNCE bF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SIGN SHDWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PRRTICULAR BUILDING REV. 7.40.1001.10 SEO = SCALE 153554 =1.0922 TC LL 25.Opsf REF TC DL 7.OPsf DRTE 11-20-2007 BC DL lO.Opsf DRWG BC LL O.OPsf KEC TOT. LD. 42.0 SF 0/A LEN. 6 DUR.FRC. 1.15 JOB #~ TRU1115L SPACING 24.0" TYPE CAJRCCE PDF created with pdfFactory Pro trial version www.pdffactory.com Job~(TRU1115L) WRLKIN True Horoes / 6B 6' EJ THIS DWG. PREPRRED BY THE RLPiNF .1(lR nF~Tf;NFR PRnr,RArt FRnM Tpiicc Mro~c i ovniir Tap chord 2x4 HF #2 Bot chord 2x4 HF #2 Bottom chord checked for additional 20-psf live load In areas with 42"-high x 24"-wide clearance. Oefleotion meets L/240 live and L/180 total load. c N 85 mph wind 15.00 Ft mean hgt, RSCE 7-05, CLOSED bldg, Located onywhere in roof, CRT If, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. Wind reactions based on MWFRS pressures. Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent bottom chord live Icad applied per RNSI/TPI 1. Truss designed for unbalanced snow load, based on Pf=Pg=25.00 psf. N O M 7 T 31'`A 1 I 1'~v-422# U-2 # RL-55# W-3"e 6 Rv-101# U-0# NRILEO LEFT RRKE = 1'8"2 DESC. = 6B 6' EJ SEO = 153551 PET. TYP. -WAVE DESIGN GRIT=IRC2oos f: /Rr=l.oof1.25)/lof aQTY= 2 TOTRL= 2 REV. 7.40.1001.10 SCALE =1.0056 **WRRNING** TRUSSES REDUIRE EXTREME CRRE IN FRBRICRTING HRNDLING SHIPPING INSTRLLING ~ ~ ~ 2 5 0 f R RNO BRRCING. REFER TO HIB-91 (HRNDLING INSTRLLING RND RRCING) UBLISHED Y TPI (TRUSS PLRTE INSTITUTE 583 D'ONOFRIO DR SUITE 200 MROISON WI 5 71 TC L L . P s EF _ , . , . 3 91 FOR SRFETY PRRCTICES PRIOR TO PERFORMING THESE FUNCTION UNLESS bTHERWISE INDI AT 7 0 Tf U Tf U 5 S IfIC . C ED TDP CHORD SHALL HRVE PROPERLY RTTRCHED STRUCTURRL PRNELS RND BOTTOM CHORD SHRLL HRVE f~ PROPERLY RTTRCHED RIGI . sf TC DL P DRTE 11-20-2007 CEILING. **IMPORTRNT** FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRRCTOR. O S F BC D L 1 0 D RW G 2750 Ho um Ba Rd N E ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS . P . . . 9 y DESIGN; RNY FRILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI. OR FRBRICRTING O O S f KEC Looey, WR 98516-3123 OBLE TL TIO p ~ N S P G( I I U E G O I . P BC L L RN RO ISIO S OF NDS NR NRL OES GN SPECIFICRTION PUBLISHED BY THE RMERICAN FDRES PRPER RS50CIRTION) RND TPI. REPINE CONNECTORS RRE MROE OF 20GR RSTn R653 GR40 GRLV. STEE 4 2.O s F TOT L D 6 0/ R LEN EXCEPT R5 NOTED RPPLY CONNECTORS TO ERCH FACE OF TRUS5 RND UNLESS OTHERWISE LOCRTED 0 . . . (3 6 0) 4 9 1 - 80 2 4 . THIS DESIGN POSITION CONNECTORS PER DRRWINGS 160 R-2 THE S~RL ON THIS DRRWING INDIC . RTE b 1 . 15 DUR FRC JOB #~ TRU1115L RCCEPTANCE F PROFE5SIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT . . Fax [3601491-8028 D UILDING R RN S I B T E C O R " S THE RESPONSIBILITY OF THE BUILOING DESIGNER PER RNSI/TP SECTION Z 1995 SPACING 24.0 TYPE CAJRCCE PDF created with pdfFactory Pro trial version www.pdffactory.com I 3' 11"11 - Rv 146# .{d 2~# N~T~' €~2'p"5 ~ Inh: fTRlll 1151 1 WRI KTN True Homes / 6C 6' EJ THIS DWG. PREPARED BY THE ALPINE JUB DESIGNER PRDGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 HF #2 Got chord 2x4 HF #2 Bottom chord checked for addltlonol 20-Psf 11ve lood In areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/18D total load. 85 mph wind 15.00 ft meon hgt, RSCE 7-02, CLOSED bldg, not located within 4.50 ft from roo~ edge, CRT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. Wind reactions bosed on MWRRS Pressures. Truss design per IRC sect. R802.10.2. 10.OD psf non-concurrent bottom chord live load applied Per HNSI/TPI 1. Truss designed for unbalanced snow load using 0.00/1.00 windward/leeward factors, based on Pf-25.D0 psf. Rv-166# U°42# NAILED m 7 T 4'3 1 m 7 C7 t O 7 # NAILED LEFT RAKE = 1'8"2 = 6C 6' EJ DESC SEO = 153561 . PLT. TYP. -WAVE DESIGN GRIT=IRC2003 C /RT=1.00(1.25)/!O( ~] TY= 19 TOTAL= 19 REV. 7. 40.1001.10 SCALE =0.7347 **WRRNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING TC LL 2 S O s F RE F REFER TO HIB-91 (HANDLING INSTALLING RND BRACING) ~UBLISHED SY TPI (TRUSS RNO BRACING . P . PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 2D0 MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7. OPs f DATE 11-20-2007 T r U Tf U 5 S If1C PROPERLY ATTACHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE S PROPERLY ATTACHED RIGI DESIGN TO THE INSTALLATION CONTRACTOR 1 O O f . CEILING. **IMPDRTANT** FURNISH A COPY OF THIS SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS NC BC DL • s P DR WG . ALPINE ENGINEERED PRDDUCTS, I 2750 Ho um Ba Rd. N.E. 9 y DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RP~'LICRBLE SHIPPING HANDLING BC LL O. O P S ~ K EC Laoe , WR 98516-3123 g , , PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND 4 2 O f PAPER ASSOCIATIONI AND TPI. ALPINE CONNECTORS RRE MADE OF 20GA RSTM R653 GR40 GRLV. STEE TOT. L D. . s 0/ A LE N. 6 (3 6 0) 4 9 1 - 8 0 2 4 EXCEPT RS NOTED. APPLY CONNECTORS TD EACH FACE OF TRUSS RND UNLES5 OTHERWISE LOCATED D THE S~RL ON THIS DRAWING INDICATE 1 1S JOB #~ TRU1115L THIS DESIGN PDSITION CONNECTORS PER DRAWINGS 160 R-Z. RESPONSIBILITY SDLELY FOR THE TRUSS COMPONENT b DUR.FRC. . 28 F PROFESSIONAL ENGINEERING ACCEPTANCE UILDING R O C B T I SPACING 24 0" EJRCK Fax ~ (360) 491-80 2 1N I S ~ S . TYPE 1995 SECTION PER RNSI TPI LOING DESIGNER BU OF THE PDNSIBILITY THE RE S PDF created with pdfFactory Pro trial version www.pdffactory.com ~ Rv-~BS# U-28# RL-76# W-3"8 8 Rv-1D7# -