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0204-016 (SFD) Truss Calcsc,. CITRUS C �J -IZE LOT - 155 1;f12 F A B R WETSIGNED S RESIDENTIAL COMMERCIAL 8 FLOOR TRUSSES v.Wm � THIS SMIM"BEEN REVElM FOR GEWmFL"3+MR919LETON STREET, THERMAL CALIFORNIA 92274 corcm 000csPnoNs�ucEN OFFICE: (760) 397-4122 • FAX: (760) 397-4724 kr VISE AND RESUBMIT • MAKE CORRMTHMAs W= www.spates.com O REJECTED CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION M M M M= r M r M M M M M M M M M== (L,IKSLIbI-LIIKUJ CUUKSL LUI-15 - T1) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: BLOT CHORQ 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :Rt Slider 2x6 SPF 1650f -1.5E: BLOCK LENGTH = 2.750' (DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 110 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. ** DO NOT TURN TRUSS END FOR END. ** 0-5-8 V T THIS UNG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIItU Ur IKUSS Mr K. 2 Complete Trusses Required E NAILING SCHEDULE: (0.13lx3.0_g_nails) TOP CHORD: 1 ROW @ 10" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. (iD W2X4 _- W4X6 % W3X4 = T2 . W3X7 = W3X5 = W 3 X 7 - W2X6 W3X8 (B1) = W3A0 = w3A4 = H5414 = w sA4 = w,SA1U W3X6(C6) 1L 6 -DJ 3-10-7 _I 3-3-9 _I, 4 1 4 31E 4 1 4 31E 4 1 4 �E 4 1 4 alE 3-3-9 _I_ 3-10-7 7-2-0 T 4 1 4 T 4 1 4 T 4-1-4 4-1-4 T 7-2-0 8-0-0 I 14-9-0 I 8-0-0 I 30-9-0 Over 2 Supports R=2732 W=5.5" R=3020 W=5.5" 3X4(A1) = 0-5-8 T _T_ 0 12 (CTRSLI5T-CITRUS COURSE LOT -15 - T1) PLT TYP. High Strength,Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.25" Ft. Spales Fabricators 85A35 Middleton Street, Thermal CA " WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 1' 1110 DR., SUITE 200. MADISON. X1 53719). FOR SAFETY HAVEPRACTICES PRIOR TO TI U N LILING_PROPERLY ATTACHED �QFESS�Q Q W. T C T C L L D L 16.0 18.0 P S F P S F R E F DATE R795--57532 05/02/02 ALPINE STRUCTURAL PANELSFUHC BOTTOMSCHORDESHALLHHAVESA PROPERLYDATTACNED RDIGIDACEL '*IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME TRUSSES IN CONFORMANCE NI TH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRASPECING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CON IE CHE TORSIAR EPNADESOFD20GATASTMMA653AGR40R GALV EST ANSTEELER E%CEPTIASINOTED 'ID TPI. APPLYALP CONNECTORS TO � ` Ma 17 V' V W. * C = * B C BC D L LL 7 .0 0.0 P S F P S F D R W CA -ENG CAUSR795 02122016 N A H/ C W C TOT . L D. 41.0 P S F S E O N - 15582 Alpine Engineered Products, Inc. Sacramento, CA 95828, EACH FACE OF TRUSS, AND UNLESS OTHERNI SE LOCATED ON THIS DES 16N, POSITION CONNECTORS PER DRAWINGS 160 A -t. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT T1FOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER w 1�%j ClYl1. C { �' D U R .FAC . 1.25 FR0M CC SPACING 24.0 " M M m m m MMM MM M r M it M MMM M (6TRSL15T-CITRUS COURSE LOT -15 - T2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: F OT CHORp 2x4 SPF 1650f -1.5E :B2 2x4 SPF 2100f -1.8E: WEBS 2x4 HF Std/Stud :Rt Slider 2x6 SPF 1650f -1.5E: BLOCK LENGTH = 2.750' USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. ** DO NOT TURN TRUSS END FOR END. ** 0-5-8 V T W3X6( DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER.IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W4X4W3X7 = W3X5 TZ T7 0-5-8 P T +10-0-12 W.Sxb(Ub) = W3X4(A1) 1� 5-01 —5-10-7 �i -�E 5-3-9 4-2-8—�;; i �=- 4-2-8—i�5-3-911-317-2-0� L_ 12-0-0 I 6-9-0 I 12-0-0 I R=1200 W=5.5" 30-9-0 Over 2 Supports R=1326 W=5.5" (CTRSLI5T-CITRUS COURSE LOT -15 - T2) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 5c CA/2/-/-/-/R/- Scale =.25" Ft. Spaces Fabricators 85-435 Middleton Street, Thermal CA " NARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Q�LOFESS /p, T C L L 16 .0 PSF R E F R 7 9 5 57533 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO W C �` ,0 C = May - y� T (, B C D L D L 1 B 7 . D . 0 P S F P S F DATE D R W 05/02/02 CAUSR795 02122017 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATINL PRG, HANDLING, SHIPPING, INSTALLING AND SPE CIFI CATI ONUPUBLISHEDTBYSTHESIGN COAMERICANOFORE STTANOP P APERP LICA B ASS000I AT ION)SAND TP1. (NAIFINEL DESIGN CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �C r E W* * BC LL 0. 0 P S F CA -ENG N A H/ C W C T 0 T . L D . 4 1 .0 PSF S E 0 N - 15584 Alpine Engineered Products, Inc. $acmille1110, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CO NN ECTOftS PER DRANINGS 160 A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOIELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AMD USE OF THIS ANSI/TPI IF0995NSECTIONCZL AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 4 CIY11. OF CA1.1E� s V D U R . FAC. 1 . 2 5 FROM C C SPACING 2 4 . 0 " m m m r m m m m m r m m m m s m m m m IUIKJL1DI-L,11KUS LUUKSt LUI-15 - 13) TOP CHORD 2x4 SPF 1650f -1.5E R,OT CHORQ 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :Rt Slider 2x6 SPF 1650f -1.5E: BLOCK LENGTH = 2.750' ** DO NOT TURN TRUSS END FOR END. ** 0-5-8 T W3X6(81) - W4X4 ]HIS UHG PREPARED FROM CUMPUIER INPUT (LOADS & DIMENSIONS) SUBMIIItU BY IKUSS MFK. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. WJA4 = W5x 7 - w3 -A4 = W3X6(C6) 1,1-6-0. 5-4-14 _I, 4-11-13 _I_ 4-11-13 4-11-13 I I 5-L12 I 7-10-13 T 7-5-11 7-5-111 3-3-3 J-0 7 L_ 15-4-8 I 15-4-8 I fE 30-9-0 Over 2 Supports R=1198 W=5.5" R=1324 W=5.5" 3X4(A1) 0-5-8 V T 10-0-12 (CTRSLI5T-CITRUS COURSE LOT -15 T3) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.25" Ft. Spates Fabricators 85A35 Middleton Street, `I7lermal CA A L P I N E BRACINGNG{REFERRTO HIB-91USSES INSTALLEME CARE NING AND BR ACING)HANPUBLISHED BYTPI INSTALLING PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TOPERFORMING THESE STRUCTURAL PANELS. BOTTOMSCHORDESS SHALLHHAVESA PRE NOPERLYDATTOACNED RICHORDGIDACEILINLL G PROPERLY ATTACHED "`IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TP 1; OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CO NF ORHS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TME AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALP IIIE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO QFLSS� QQ. �i� d ty p{� W �, _ May i V �• 6 * TC TC B C B C T 0 T LL DL D L L L . L D . 16.0 18 . 7 . 0. 4 1 .0 D O 0 PSF P S F P S F P S F PSF REF DATE D R W C A -ENG S E 0 N R795- -57534 05/02/02 CAUSR795 N A H/ - 15586 02122018 C W C Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE' OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAN ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RES PONSI01 TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE SUITABILITY AND USE OF THIS AONP E'T1F0995NSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CIY11. 3 1i p�V w �A� OUR . FAC. 1.25 FR0M CC SPACING 24. D " (I, IKJLIUI -L 11KUJ LUUKJC LUI-1D - 14) IMIJ UVIU VKtYAKtL1 YKUPI LUPII'UItK 1KYUI (LUAU) 6 UIPltN31UN3) 3UDVIIIIEU DT inUJ� I -R. TOP CHORD 2x4 SPF 1650f -1.5E DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BQT CHORQ 2x4 SPF 1650f -1.5E 55 WEBS 2x4 HF Std/Stud 10 PSF BC LIVE LOAD PER UBC. :Rt Slider 2x6 SPF 1650f -1.5E: BLOCK LENGTH = 2.750' W4X4 = O�D W2X4 I T 1-5-11 k 143X5= w3A4 - w5X / = WJA4 = W3X6 (C6) 1E1 6-00 2-2-4,1— 5-1-15 ,1_ 4-11-13 4-11-13 _1_ 4-11-13 _1_ 5-4-14 _I 4-10-5 1 7-5-11 7-5-11 1' 7-10-13 I_ 12-4-0 _I_ 15-4-8 _I fE 27-8-8 Over 2 Supports R=1060 W=5.5" R=1212 W=5.5" 0-5-8 T -T- 0-12 W2X4(A1) (CTRSLI5T-CITRUS COURSE LOT -15 T4) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.25" Ft. Sjlates Fabricators 85 435 Middleton Street, Thermal CA '*WARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H)B-11 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 D'ONOFRIO OR., SU TE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCT1ONS. UNLESS OTHERMISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED o�OFESSI �(y� ` '� �.+� W. C T C T C L L D L 16 p 1 8.O . 0 P S F P S F REF DAT E R795--57535 05/02/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V A L P I N E "IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES iN CON FO WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Ma : W OC V BC B C DL L L 7.0 O. O PSF P S F DRW C A -ENG CAUSR795 02122019 . N A H/ C W C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT. L D . 41.0 P S F S E Q N - 15588 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHER WISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -i. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPOONENT1 FORANY SECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER •� /��p� s Y/y `�\Ir v N r /� t` Or YA�`"O OUR . FAC . 1 . 25 F R OM CC SPACING 24 . 0 " m m� m m r m m m m m m r m r m r m m kL,IR3L.171-U1IAU3 t.UUKZt L.UI-17 - ID) Inla UYIu YMtrAMtU rMUrl wrlruItM 114YU1 tLVNUD 6 UI1-IC11alU11J) JUUnLIfLu u TOP CHORD 2x4 SPF 1650f -.1.5E IN LIEU OF STRUCTURAL PANELS, USE PURLINS TO BRACE ALL FLAT TOP CHORDS AT ROT CHORD 2x4 SPF 1650f -1.5E 24" OC. WEBS 2x4 HF Std/Stud :Rt Slider 2x6 SPF 1650f -1.5E: BLOCK LENGTH = 2.750' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 5-7-0 W3X6 W2X4 III W4X8 W2X4 III W3A1U = W5X4 = W15A4 = WLA4 III W3X6 (C6) 1lE 6 0. 1 6-2-2 3L 6-1-14 _ 5 2 11 alE 4-9-12 SIE 5 4 1 a� 6-2-2 r 6-0-2 T 5-4-7 T 4-9-12 T 5-4-1 1 I_ 12-4-0 _I_ 15-4-8 _I IE 27-8-8 Over 2 Supports R=1060 W=5.5" C R=1212 W=5.5" W2X4(A1) 0-5-8 T -7 0-12 (CTRSLI5T-CITRUS COURSE LOT -15 - T5) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC TC TC LL Spales Fabricators 85.435 Middleton Street, Thermal CA ""WARNING"' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OHOFRIO DR., SUITE 200. MADISON, WI $3719), FOR SAFETY PRACTICES PRIOR TO - 15590 Q�O ` 18.0 PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED s ren tl {' 7.0 $TRUC TURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC LL 0.0 *'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * ` a� M ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR ON THIS DESIGN; ANY FAILURE TO BOIL0 THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, III ST ALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATI(NAL DESIGN VW V y� �C 'wp11 r 1.25 SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 96 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Q C R=1212 W=5.5" W2X4(A1) 0-5-8 T -7 0-12 Scale=.25"/Ft. REF A 2 CA/2/-/-/-/R/- R - D R W TC TC LL 16.0 PSF - 15590 TC DL 18.0 PSF s ren BC DL 7.0 PSF BC LL 0.0 PSF * TOT.LD. 41.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.25"/Ft. REF R795--57536 DATE 05/02/02 D R W CAUSR795 02122020 CA -ENG NAH/CWC SEQN - 15590 FROM CC rr r rs7 r rr rr r� rr rr rr a. r� rr r� . rr ri r r■� rr tL•.IKJL151-L.11KUJ L.UUKJt LUI-15 - 10) TOP CHORD 2x6 SPF 1650f -1.5E :T2 2x4 SPF 1650f -1.5E: qOT CHORp 2x4 SPF 1650f -1.5E :62 2x4 SPF 2100f -1.8E: WEBS 2x4 HF Std/Stud :Rt Slider 2x6 SPF 1650f -1.5E: BLOCK LENGTH = 2.750' USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2.-9-15 OC. W5X4 W2X4 III W3X4 = W3X7 = 143X5 I H I J UWU VKLVAKLU VKUN LUMVUItK INYUI tLUAUJ & UINLWZJ I VNJ) JUDMII ILU Di IR— r DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2X4III W3AIU= W,5 A4= WbX4- W.5A/= — WZA4III W3X6(C6) 1L 6-0. �_4-1-10—��3-11-14�4-2-8 4-2-8 5-3-9 QE 5-10-7—� LE 27-8-8 Over 2 Supports R=1062 W=5.5" R=1229 W=5.5" 2X4(A1) = 0-5-8 T –IF 0-12 (CTRSLI5T-CITRUS COURSE LOT -15 T6) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.25" Ft. SpaLes Fabricators 85435 Middleton Street, Thenal CA ALPINE "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H1B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200. MADISON, N1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CH ORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ( O�OFES�7�Q w `�~` BY �� Vi w OC C7 /f vy T C L L T C D L BC DL BC LL 1 6.0 18.0 7 0.0 .0 P S F P S F PSF PSF R E F R DATE DRW CAUSR795 CA ENG 7 9 5-57537 05/02/02 NAH/CWC 02122021 SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT . L D . 41.0 P S F S E 0 N - 15592 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A - Z. THE SEAL OH THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TN IS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 11995 SECTION 2. Cpm. OF CA1��� D U R . FAC . 1 . 2 5 FROM C C SPACING 24.0" M� � M r M M M M M r M M i M s r M M (LIKJ1-171-L.11KUJ LUUKSt LUI-15 - 1/) TOP CHORD 2x6 SPF 1650f -1.5E :T3 2x4 SPF 1650f -1.5E: BOT CHORQ 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :W2 2x4 SPF #1/#2: :Rt Slider 2x6 SPF 1650f -1.5E: BLOCK LENGTH = 2.750' SPECIAL LOADS PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC iq 5C CA/2/-/-/-/R/- ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 68 PLF at 0.00 to 68 PLF at 17.71 TC From 68 PLF at 17.71 to 68 PLF at 19.71 ITC From 68 PLF at 19.71 to 68 PLF at 27.71 BC From 6 PLF at 0.00 to 6 PLF at 19.71 BC From 6 PLF at 19.71 to 6 PLF at 27.71 TC 20 LB Conc. Load at 19.71 ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. T 2-9-13 1 W5X4= W2X4III W3X4 = 144X4= 143X7= W3X4 1111) UWU PKtNAKtU I-KVM LUMYUItK 1NVU1 (LUAU) & U1Mt N�oIUNZo) JUDrIII ICU 01 inu» nr- 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. MAX JT VERT DEFL: LL: 0.07" DL: 0.19" RECOMMENDED CAMBER 1/4" DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF STRUCTURAL PANELS, USE PURLINS TO BRACE ALL FLAT TOP CHORDS AT 24" OC. W3X4 W2X4 ff W2 0-5-8 W3X10 = W3X4 = W5X4 = W3X4 = W3X7 = ( ) = 142X4 (A1) _ 142X4 III W3X6 C6 — — 1_1 6-0J 4 1 8 4 1 4 a 14--l-4 1 4 a 4 1-4 a+E 4 1 4 alE 3-3-9 _I. 3-10-7 4-1 8 4-1-4 4 1 4 4 1 4 T 4 1 4 T 7-2-0 I_ 19-8-8 I_ 8-0-0 _I LE 27-8-8 Over -2 Supports R=962 W=5.5" R=1109 W=5.5" 10-0-12 (CTRSLI5T-CITRUS COURSE LOT -15 T7) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC iq 5C CA/2/-/-/-/R/- Scale =.25" Ft. Spates to Street, 85-435 Middleton Street, Thermal CA `BftACiNGNG`REF R0. TO HIB USSES 91 (HANDLING 1%STA'XTREME CARE ILI GgAND BRAC,1NG)HpNPUBLISHED BY TPI INSTALLING ( (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -" IMPORTANT" FURNISH A COPY OF THIS DESIGN To THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO OFESS! QQ� �N,/ tl W `p{� W C V May 7 C TC T C B C LL D L D L 16.0 1 8.0 7.0 PSF P S F P S F REF R795 57538 DATE 05/02/02 D R W CAUSR795 02122022 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN V �• a BC LL 0.0 PSF CA -ENG N A H / C W C CONNECTORSCAT ARE AREPMAD ES OF 20 GATASTMMER I A653AGR40REST AND GALV. STEEPER ASSOCE% CE PTI AS NOTED. TAPPLY ALP In ECONNECTORS TO * * T 0 T . L D . 4 1 . 0 PSF S E Q N - 15594 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A,2. TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSI/TPIT1F1995NSECTRTO„C�LAR BUILDING IS THE 0.ESPONSIBILITY OF TME BUILDING DESIGNER, PER 4 CIY11. I� Or �� r s V� D U R FAC. 1.25 F R 0 M C C SPACING 2 4.0 " (LIKJL191-L11KUJ UUUKJt LUI-15 - IPI TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORQ 2x4 SPF 1650f -1.5E i WEBS 2x4 HF Std/Stud DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS TRANSFERS 250.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS>>> 0-5-8 I111J UWU PKt PAKtU YKUM LUMFUItK INYUI (LUAU) IS UIMtNb IUND) 3UOML11CU o1 mu33 rirn. NEGATIVE REACTIONS) OF -1138# MAX. (SEE BELOW) REQUIRES UPLIFT CONNECTION. HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. 10 PSF BC LIVE LOAD PER UBC. ** THE MAXIMUM HORIZONTAL REACTION IS 3846# ** SHIM ALL SUPPORTS TO SOLID BEARING. W4X6(B1) = � 4-0-0 3-4-8—� 7-10-8 —� 7-4-8 J 4-4-15 �E 3-5-5�r2 15-4-8 Over 4 Supports R=1538/-1138 W=6." R=494 R=225 W=1.5" Rh=3847/-3847 0-3-11 T 15-4-1 ;113 14-2-9 **DRAG** C . KD 10-0-12 LOT 15 TB) PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTD)/UBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. paates Fabricators S 85 435 Middleton Street, Thermal CA **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACIt1G. REFER TO MIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS., UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED �;OFESS/pN Q N W. T C TC L L D L 16.0 18.0 P S F PSF R E F R DATE 7 9 5--57539 05/02/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A L P I N. E **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO INE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 8R ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �May 7 �C C -V �. e� W+ BC BC DL LL 7.0 0.0 PSF P S F DRW CAUSR795 02122023 CA -ENG N A H / C W C T 0 T . L D . 41.0 PSF S E O N - 15596 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS ORA NG 1140ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTTPI1 FOR ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CTION w �% ClY11. �' 7%� O� C D U R . FAC. 1.25 FR0M CC SPACING 2 4. 0 " M M M M M i r M = M M M M M M M M M M (CTRSLI5T-CITRUS COURSE LOT -15 - T9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: BOT CHORQ 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 0-5-8 y DEFLECTION MEETS L/3.60 LIVE AND L/240 TOTAL LOAD. BUILDING DESIGNER.IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2X6(B1) W2X4 z W3X4 T2 W3X5 4 � T2 1-13 10-0-12 W3X10 = W2X4 III 2-10-7 _L 2-3-9 _i 5-3-8 _I 5-2-0 5-3-8 6-0-0 I 4-5-8 I ��10-5-8 Over 2 Supports R=715 W=5.5— R=879 W=5.5" LOT 15 T9))/UBC PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTDCO 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Spates Fabricators 85A35 Middleton Street, Thermal CA "WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER T?OH (HANDLING 21NSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRIO DR., SUITE 200, NADISON, NI 53719). FOR SAFETY LL HA PRACTICES PRIOR TO STRUCTURAL PANELS. BOTTOMSCHORDESMALLHER HAVESA PROPERLYOATTACHEDORD RIIGIDACEILING.PROPERLY ATTACHED W ESSIQ Q� W. �, /f T C TC L L DL 16 . 18 . 0 0 P S F P S F R E F R DATE 7 9 5--57540 05/02/02 ALPINE "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AMC) BRACING SPECIFICOF TRUSSES. THIS DESIGN CONFORMS WITEST H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNECTLPINE RS ARE MADESOFO20GATASTMMAS 3AGR40RGALV. STEEL, XCEPTI AS NOTEOON) AND TAPPLYACON NECTORS TO = Ma 1 V C7 W. yi r * BC BC DL LL 7 . 0.0 Q PSF PSF DRW CAUSR795 CA ENG NAH/CWC 02122024 T 0 T. LD. 41 . 0 PSF S E Q N - 15598 ' Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A'7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 11995 SECTION 2. w ti' CIY1�. Ar �to V! D U R FAC. 1 .2 5 FROM C C SPACING 24-.0" t61M JL171-1,11KUJ LUUKZ)t LUI-15 - 111.1) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: BSOT CHORp 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 0-5-8 r T W3X8 W2X4 W4X6 % W3X5 = 70 W3X7 IKIJ UWO rKtrAKtU FKUM LUMYUItK INrUI (LUAU) IS U1MtINbIUND) DUISM111CU of Irtw J Mrn 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_na11s) TOP CHORD: 1 ROW @ 10" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W04 = W5X4 z W2X4 III t. WJAU (K) III L 3-10-7 _1_ 3-3-9 �I. 4 3 8 31E 4-3-8 31E 4-3-8 31E 4 3 8 31E 3-6-4 };1 12 r 7-2-0 r 4-3-8 T 4-3-8 T 4 3 8 T 4 3 8 T 4-8 0 8-0-0 _I 15-6-0 _I 5-6-0 _I fE 29-0-0 Over 2 Supports R=2735 W=5.5" R=2912 W=5.5" T 18 10-0-12 io) LOT 15 TIO))/UBC PLT TYP. High Strength,Wave TPI -95 Design Cri(teria15TTPITSTDCoUBC 19.5c CA/2/-/-/-/R/- Scale =.25" Ft. S les Fabricators 85435 Middleton Street, Thermal CA "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL MAtlE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �QFES$/ Q � .A� W. (,y 7 /f T C TC ILL DL 1 6.0 18 .0 P S F P S F R E F R DATE 7 9 5 5 7 5 4 1 05/02/02 ALPINE *'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO h MB a Y 1 W � �C 46 E v= * B C B C D L L L 7. O.0 O P S F P S F D R W CAUSR795 02122025 CA -ENG N A H / C W C TOT . L D . 41 .0 P S F S E A N - 15600 • Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CON ON ENT FOR ANY PARTICULAR BUILDING IS THE RESPONSI8ILITY OF THE BUILDING DE S IGNEft, PER ANSI/TPI 11995 SECTION 2. w f ` r /� t Or {rA�,` D U R .FAC . 1 .25 F ROM C C SPACING 24.0" (EIKJL151-LIIKW) LUUKSL LUI-15 - T11) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: BIOT CHORQ 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 0-5-8 V T W3X6( W4X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMIIILU BY IKUSS MFK. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING T2 W3X7 = W3X5 7- WZX4 III �E5-10-7 5-10-7 5 3 9 4-7-0 4-7-0 5-3-9 2 4-4 0 4-7-0 5-3-9 3-4-7 1— 12-0-0 I 7-6-0 I 9-6-0 I IE 29-0-0 Over 2 Supports R=1246 14=5.5" R=1229 W=5.5" T 1 10-0-12 (CTRSLI5T-CITRUS COURSE LOT -15 - T11) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.25" Ft. Spates Fabricators 851135 Middleton Street, Thermal CA "NARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIT toO DR., SUITE 200, MADISON, XI 53719), FOR SAFETY PRACTICES PRIOR TO L ESHALLHHAVEER SA I..LS, OPHED ACEILING.LL APROPERLY ATTACHED OFESS/0�4II Q ,�1� W. C T C TC L L DL 16.0 1 8. 0 P S F P S F R E F R DATE 7 9 5--57542 05/02/02 A L P I N E STRUCTURAL PANERMING B0TTOMSCHORDUN PROPERLYDATTACT RIGIDCHOR '.IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE MI TH TPI: OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN � y May W v OC i �y B C BC D L LL 7. 0.0 O P S F P S F D R W CAUSR795 CA -ENG 02122026 N A H/ C W C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D. 4 1 . 0 P S F S E O N - 15602 ' Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSI BILITY SOLELY FOR THE TRUSS COMPOHEN T DESIGN SHOWN. THE SUITAB ILITY AND USE OF THIS ANSI7TPIT1 FO1995NSECTION CULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 2. /� CiYll. �%f OF ���� ♦C r D U R .FAC . 1 .2 5 F R 0 M C C SPACING Z 4. 0 ' r m m w L15T-CITRUS COURSE LOT -15 - T12) TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud 0-5-8 V T W3X6 r m m i i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W04 ( 4 III T 18 10-0-12 W.5 Ab 5-6-6 _I, 5-1 5 _I, 5-1-5 31E 5-1-5 _I, 5-3-6 i 1_ x-41-01-5 �I I 8-1-1 T 7-7-15 T 7-7-15 T -2-2-10- 15-9-0 -2-10 T 3 4 7 I, 15-9-0 _I_ 13-3-0 _I 29-0-0 Over 2 Supports R=1201 W=5.5" R=1177 W=5.5" PLT TYP. Wave TPI -95 Design Cri(terialSTTPITSTDCOUBC LOT 15 T12))/UBC 12) 19.5c CA 2 R - Spaces Fabricators "WARNING — TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 1 6 . D P S F 851!35 Middleton Street, Tllelnlal CA BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS RL ATE Q pFESS/0,�,� INSTITUTE. 583 D'ONOFRIO DR.• SUITE 200. MADISON, XI 53719), FOR SAFETY PRACTICES PRIOR TO �` PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED W TC DL 18 .0 P S F STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .` ,O 'yjf " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = �i By = B C D L 7 .0 P S F PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEtl IATION FROM THIS DESIGN; ANY FAILURE TO (>t 4 r eA BUILD THE TRUSSES IN C0NFORHAMCE WITH TP1; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND OWC Y� B C ILL 0 . 0 P S F ALPINE BRACING OF TRUSSES. THIS DESIGN CDNFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20G ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * * T 0 T . L D . 41 .0 P S F EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /� ORAWINGS 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Cryp. @ D U R . FAC . 1 . 2 5 Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �j� QF CA"�0�� Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. SPACING 24.0�� Scale=.25"/Ft. REF R795--57543 DATE 05/02/02 D R W CAUSR795 02122027 CA -ENG NAH/CWC SEQN - 15604 FROM CC ( I. I KJL 10 1-L, 11 KU,) LVUKJL LUI-15 - 113 TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORp 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :Lt Stubbed Wedge 2x4 HF Std/Stud: 0-7-5 y T' W5X7 (G1) III IMI) UWU PKLPAKLU FKUM LUMPUILK INPUI (LUAU) 5 UIMPIM UN)) )UUM1111:11 MT IKOJ) MrK. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. Tia 1404 WJA4= WbA/= WJA4= W3X6 ( 4 III 5-0-14 _I_ 5-1 5 _I, 5-1-5 I 5-1-5 _I_ 5-3-6 _I_ 2-10-5 IG 7-7,-9 T 7-7-15 a�E 7-7-15 T 5-7 1 L_ 15-3-8 I 13-3-0 I 28-6-8 Over 2 Supports R=1170 W=5.5" R=1170 W=5.5" T 18 10-0-12 (CTRSLI5T-CITRUS COURSE LOT -15 - T13) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC _L2_5 c CA/2/-/-/-/R/- Scale =.25" Ft. Spates Fabricators 85-435 Middleton Street, Thermal CA ALPINE Alpine Engineered Products, Inc. Sacramento, CA 95828 BftACINGNG*REFERNUSSES TO MIBR90UIR(HANDLING INSTALLING AND BRACING)EME CARE IN FABRICATION. HANPUBI ISHED BYPTPI INSTALLING IPL TED INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADIS011, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0THERMI SE INDICATED, TOP CNORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR ON THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORNS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP 1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A'i. THE EAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FORST HE TRUSS CDMP01 NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPIT1 F1995NSE SECTION OFESS/0 QQ� 1u \Q,� n• �. �ij. /f W = Mdy v�j 171 C.i r * `�. CIYq. �" Q! r Y�� TC TC BC B C T 0 LL DL DL L L T . L D . 16.0 p 18 .0 7.0 D. 41.0 D PSF PSF PSF P S F P S F REF R795--57544 DATE 05/02/02 DRW CAUSR795 02122028 CA -ENG N A H/ C W C S E O N - 15606 OUR . FAC. 1.25 FR0M CC SPACING 2 4 . 0 " kl'InaLIUI-%,11RUJ L,UUR JC L.UI-1D - [I q) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: BOT CHORA 2x6 SPF 1650f -1.5E :B2 2x6 SPF 2100f -1.8E: I WEBS 2x4 HF Std/Stud :W4 2x4 SPF 1650f -1.5E: :1412 2x4 SPF #1/#2: *** ADDITIONAL LOADS PER TRUSS MANUFACTURER *** ----------------------------------------------- BC - 1230 LB Conc. Load at 12.98, 14.98 TRUSS TRANSFERS 110.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS>>> ** THE MAXIMUM HORIZONTAL REACTION IS 2962# ** W2X4 III 5-5-5 1 W5X10 % W 5 X 7 A T2 W6X8 mia UWU rmtrARCU rRUrl L,UI9rUICR lIY1•UI (LVIIUJ tl V11'IC IYJIMYJ/ JUDI'111I 1 ..+.+.+ ,• HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. WbX6 = W5X7 = 142X4 III HS812 = W3X5 = W7X8 **DRAG** Tib 8z 1 3-810-0-12 W3X4 III 2 11 0 5-1-8 5 1 8 5-8-105 2 7 4-5-6 2 11 0 5 1-8 5 1 8 5-8-10 5 2 7 4 5-6 1_ 3-9-0 _1_ 8-7-0 I_ 16-2-8 I 28-6-8 Over 2 Supports R=2470 Rh=2962/-2962 R=2393 W=5.5" (CTRSLI5T-CITRUS COURSE LOT -15 T14) PLT TYP. High Strength,Wave TPI -95 Design Criteria: TPI STD UBC 5c CA/2/-/-/-/R/- Scale =.1875" Ft. Sppates Fabricators 85435 Middlelon Street, Thermal CA **WARNING** TRUSSES REOUfRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING, REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OT"ERNI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, aOTT ON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Q�;OFESS/0,� J y% W. �. .y �0 C May y T C T C B C L L D L D L 1 6. 18.0 7.0 0 P S F P S F PSF R E F DATE D R W R 7 9 5--57545 05/02/02 CAUSR795 02122029 A L P I N E BUILD THE TRUSSES IN CONFORMANCE NIT" TPI: OR FABRICATING• HANDLING. SHIPPING• INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN NPI. C7 r BC LL 0.0 PSF CA -ENG N A H/ C W C PI NE TO CONNECTORSSPEC I ON ARE MADE OF BY 20GATHE ASTM A653A GR40REST AND A ER A GALV. STEEL. EXCEPT AS NOTED. * * T 0 T . L D . 41.0 PSF S E 0 N - 15610 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAW NGS I60 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTFORFOR99 ANY NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSI/T CTION 2. w s fj` 1rtV- Q� �A�`{ ! Y Y D U R .FAC . 1 . 2 5 F R 0 M C C S PACING 24. 0 11 (CTRSLI5T-CITRUS COURSE LOT -15 - T15) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1,5E BOT CHORD 2x4 SPF 1650f -1,5E WEBS 2x4 HF Std/Stud DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS TRANSFERS 250.00 PLF ALONG TOP CHORD THROUGH TRUSSTO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS>>> 0-5-8 V NEGATIVE REACTION(S)•OF -1048# MAX. (SEE BELOW) REQUIRES UPLIFT CONNECTION. - HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. 10 PSF BC LIVE LOAD PER UBC. ** THE MAXIMUM HORIZONTAL REACTION IS 3590# ** SHIM ALL SUPPORTS TO SOLID BEARING. W4X6(B1) 7-10-8 �� 6-4-3 �4 4 153-5-5 fit 14-4-3 Over 4 Supports R=1449/-1048 W=6" R=494 R=190 W=1.5" Rh=3590/-3590 0-3-11 14-11-15 Z=78 --14-2-9 **DRAGak* T:DS V (CTRSLI5T-CITRUS COURSE LOT -15 - T15) PLT TYP. Wave'TPI-95 Design Criteria: TPI STD UBC 19..5c CA/2/-/-/-/R/- Scale =.375" Ft. Spates Fabricators 851135 Middleton Street, Thermal CA "'WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. U ESS/p�I .A� W. � C TC T C L L D L 16.0 18.0 PSF PSF R E F DATE R795--57546 05/02/02 ALPINE "•IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS BE IGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT to NAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO fq Md a Y W r �C * B C BC T 0 T D L LL . L D . 7.0 0.0 41.0 PSF P S F P S F D R W CA -ENG S E Q N CAUSR795 02122030 N A H / C W C - 15612 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 11995 SECTION 2. 1r CIYl1. Jjc 0� wO r Y s V- D U R .FAC . 1.25 - FROM C C SPACING 24.0" m m m m m m m m m m m m r m m m m m m ((•,IKSLIt) I -CITRUS CUURSt LUI-16 - 116) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: BIOT CHORp 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :Lt Wedge 2x6 SPF 1650f -1.5E: #1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 0-5-8 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMIIItu BT IRUJJ I'll -K. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2X4 - W4X4 T� 1.11v1 n — W2X4 III W3X7 - W2X4 III W3X4(A1) = W3X7 W3X10 III I� o_o,� 3-10-7 _I_ 3-3-9 _I_ 3-11-10 ale 3-9-14 �) 7-2-0 T 3-11-10 T 3-9-14 I, 8-0-0 _I_ 6-11-8 _I !< 14-11-8 Over 2 Supports R=1304 W=5.5" R=1489 W=5.5" ( D 2-9-13 10-0-12 (CTRSLI5T-CITRUS COURSE LOT -15 T16) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. SpateS Fabricators 85A35 Middleton Street, Thermal CA " WARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H1B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, 111 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED` ppFESS/04 I(�I N' J W. T C T C L L D L 1 6.0 18 .0 P S F PSF R E F R 7 DATE 9 5 5 7 5 4 7 05/02/02 STRUCTURAL PANELS. BOTTOM CHORD SN ALL HAY A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO , y 5 May 7 s BC DL 7.0 PSF DRW CAUSR795 02122031 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITM APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r B C L L 0. 0 P S F CA -ENG N A H/ C W C 7ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORSTO * TOT . L D . 41.0 P S F S E Q N - 15614 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAM INGS 160 A-7. TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDI14G IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 11995 SECTION 2. w s 4P cm- r ���r0 r `t D U R . FAC . 1 .25 F ROM CC SPACING 24.0" m it m m m= am m m=== mm m mm r (L:IKJL151-L11KUJ LUUKSt LUI-l5 - I1/) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :Lt Wedge 2x6 SPF 1650f -1.5E: USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 1.48 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-1-2 OC. 0-5-8 F IK1J UWb F'KtF'AKtU 1-KUM LUMrUItK IINYUI (LUAU) 6 UIMtNZoIUK�) JUDMiliCu D1 1-- 1--- DEFLECTION -n.DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X4 T, W3X4 —F W2X4 III W3X7 = W2X4(A1) = W3X10 III W2X4III 1I� 0-o I 5-10-7 �1 5-3-9 31E 3-9-8 a� 5-10-7 5-3-9 T 3-9-8 l I_ 12-0-0 _1 2-11-8LE I 14-11-8 Over 2 Supports R=666 W=5.5" R=514 W=5.5" (CTRSLI5T-CITRUS COURSE LOT -15 T17) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC c CA/2/-/-/-/R/- Scale =.375" Ft. Sppates Fabricators 85-435Middletonstreet, Th..lCA "WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLItIG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "PRIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C �Q.QFESS�QIF� W. `Q.� y �C� Ma i 1y TC T C BC LL D L DL 16.0 18 7.O .0 PSF P S F PSF REF DATE DRW R795 57548 05/02/02 CAUSR795 02122032 A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN Cott FOR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �L r BC LL 0. 0 c PSF F CA -ENG N A H/ C W C L PIN E CONNECTORSSPECIFICATAREON PMADESOFHE D20GATASTMHE MA653AGR40R GALV. STEEL, EXCEPT AS NOTED. TAPPLYACONNECTORS TO * TOT . L D . 41 .0 PSF S E O N - 15616 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACHFACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CAOMPOT EE NTI FOR ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER /�Mf A % 1.N��1� V_ 7� Qr CA��(l r Y D U R .FAC . 1 .25 F R 0 M C C SPACING 24 . 0 " r ■r rr rr r� r� rr r� rr �r rr ri■i .r r �r rr r� rr r (b I K3L 1Z) I-L11KUJ LUUKJt LUI-15 - I1t5) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :Lt Wedge 2x6 SPF 1650f=1.5E: 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 1.25 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG:.BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 1-9-3 OC. 0-5-8 W2X4(A1) I p_p W3X10 III 1�0 IM13 UNL3 YKtYAKtU YKUM LUMYUItK INYUI (LUAUS & U1MtNJ1UNJ) 3UUrlllICU DT INUaa nrn. HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. b-Iu-/ 5-3-9 3-4-0 5-10-7 5-3-9 3-4-0 0 6 L 14-0-0 I I 14-6-0 Over 2 Supports R=647 W=5.5" R=492 Tib 18) _12-_5c CA/2/-/-/-/R/- Scale =.375" Ft. PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTDCOUBC LOT 15 T18))/UBC Sppaates Fabricators 85435 Middleton Street, Thermal CA ALPINE Alpine Engineered Products, Inc. Sacramento, CA 95828 —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON. HI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERMISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RE SPON SI6LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, MANDIING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNECTORSSPECIFICATAN EON P MADESOFO20GABY T ASTMHE MA653AGR40REST AND GALY. STEEL A SS EXCEPT AS NOTED AND TPI. YACON NECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEIIT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSIO/TPIT1FOOR ANSECTIONCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �Q,�FESS/plr yr ,'�1I �,� W. C F.j. C pMa y y,F 1Tf OLri * * I� s % frV_ Or �■�`� r 11 T C T C 8C BC T 0 T L L ' D L DL LL . L D . 16 18.0 7.0 0.0 4 1 .0 . 0 PSF P S F PSF P S F PSF R E F R 7 9 5-57549 DATE 05/02/02 ORW CAUSR795 02122033 CA -ENG N A H/ C W C S E Q N - 15618 D U R .FAC . 1 .2 5 FROM C C SPACING 2 4 . 0 " r r r r � � r r rir rr rr rr r r■r' rr r rr rr rr (uIRJL171-1.11RUJ LVURJL LVI - ID - II`I) InIJ Unu rKLrARCU rRUrl uunrUICR 11NYUl tLUAUJ b ulrlCnJluna) all—li IILU u TOP CHORD 2x4 SPF 1650f -1.5E HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER �OT CHORD 2x4 SPF 1650f -1.5E- PUBLICATIONS FOR ADDITIONAL INFORMATION. WEBS 2x4 HF Std/Stud 1 6. 18.0 7 :Lt Wedge 2x6 SPF 1650f -1.5E: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 0.0 0-5-8 WCA+kA1) W2X4 III W3X10 III 1-1-0-0. 7-5-9 6-10-11 0-1-1 �E 7-5-9 3-11-6 'T 3-1-2 fE 14-6-0 Over 2 Supports R=650 W=5.5" R=539 (CTRSLI5T-CITRUS COURSE LOT -15 - T19) PLT TYP, Wave TPI -95 Design Criteria: TPI STD UBC .5c CA/2/-/-/-/-/- Scale =.375" Ft. Spates Fabricators 85.435 Middleton Street, Thermal CA "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INAND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO `�' 'y �+~ May 17 = (� r T C T C B C L L D L D L 1 6. 18.0 7 0 .0 P S F PSF PSF R E F R 7 9 5 5 7 5 5 0 DATE 05/02/02 D R W CAUSR795 02122034 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING SPECIFICOF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNECTEV. OR Si AREPMADESOFD20GATHE ASTMMERI A653AGR40REST GALV' STEEL E X CEPTI AS NOTEDON) A APPLY TAPPLY ACONNECTORS TO 0 ft C43845 a MM * * BC LL 0.0 P S F CA -ENG N A H/ C W C TOT . L D. 41.0 P S F S E Q N - 15620 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 180 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU SS COMP ONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS T1FOR ANSE CTIONCULAa BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI NT C7UEf, �. ��lY w D U R . FAC . 1.25 FROM C C SPACING 24.0" m = r m m= m= m r m m m m m r m m m (L I KJL101-L I I KUS CUUKSt LUI-19 - IZU) TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x6 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :Lt Wedge 2x4 HF Std/Stud: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 10 PSF BC LIVE LOAD PER UBC. ** THE MAXIMUM HORIZONTAL REACTION IS 3044# ** 0-5-8 IHIS UWG PKLPAKLU VKUM CUMPUILK INPUI (LUAUS 8 UIMLNSIUNS) SUUMIIItU UT IKUSS MrK. NEGATIVE REACTION(S) OF -722# MAX. (SEE BELOW) REQUIRES UPLIFT CONNECTION. HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. \ DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS TRANSFERS 210.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS>>> W2X4 III W3X6(A1) = 1.1-0-0- I 7-5-9 01-122 I 6-10-11 7-5-9 aTE 7-0-7 fE .14-6-0 Over 2 Supports R=1514/-722 W=5.5" R=539 Rh=3044/-3044 5-3-8 10-0-12 **DRAG** (CTRSLI5T-CITRUS COURSE LOT -15 T20) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Spates Fabricators 85A35 Middleton Street, Thermal CA ALPINE "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON. XI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACINSPECIFG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN UFESSIQ Q� � w� W. t V' 7 ` 5 M 1 V' Gi c y T C TC BC BC L L DL DL LL 16.0 18 . 7 .0 0.0 0 P S F P S F P S F P S F R E F R 7 9 5--57551 DATE 05/02/02 D R W CAUSR795 CA -ENG N A H/ 02122035 C W C CONNEC TORSIAREPMADESOFD20GATASTMMA653AGR40R GAL V EST A!lSTEELER EY CEPiI ASINOTEDND TPS.ALP IN CONN ECTORS TO TOT . L D . 41 .0 PSF S E Q N - 15622 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHER XI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A - Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. /� IJL C1Y11. Qf w��,tQQ� V C f @ D U R . FAC . 1 . 25 FROM C C SPACING 24.0" r M r no M M M M Mm it on M mow M i M (LIKSLlbl-C11KUS LUUKSt LUI-lb - T21) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: EOT CHORp 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :W3, W9 2x4 SPF #1/#2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. CALCULATED VERTICAL DEFLECTION IS 0.34" DUE TO LIVE LOAD AND 0.54" DUE TO DEAD LOAD AT X = 16-6-0. #1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP'RAFTER. SUPPORT EXTENSIONS EVERY,2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 0-5-8 V T THIS UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBM III U BY IMUbb MrK. 2 Complete Trusses Required NAILING SCHEDULE: (0.13lx3.0_g_nails) TOP CHORD: 1 ROW @ 10" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2X4 - W3X10% W3X10 --- W2X4 W3X6 = T9 W3X7 = W3X6 W4X6(B1) = W3X10 = W3X4 = HS414 - W3X4 = W3X10 = W4X6(B1) = 3-10-7 a+e a1E a1E 3-3-9 _I_ 3-10-7 aI � _I_ 3-3-9 4-8-0 4-8-0 4-8-0 4-8-0 I 7-2-0 4 8 0 4-8-0 4-8-0 T 4-8-0 T 7 2- 0 I. 8-0-0 I 17-0-0 I 8-0-0 1 fE 33-0-0 Over 2 Supports R=3100 W=5.5" R=3100 W=5.5" 0-5-8 T -7- 10-0-12 21) LOT 15 T21))/UBC PLT TYP. High Strength,Wave TPI -95 Design Cri(terial5TTPITSTDCDUBC 19.5c CA/2/-/-/-/R/- Scale =.1875" Ft. Spades Fabricators 85435 Middleton Street, Thermal CA - " WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED�J epFESS/p I�Q� w T C L L T C D L 1 6.0 18.0 P S F P S F R E F DATE R 7 9 5 5 7 5 5 2 05/02/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CELL IIIG. *`IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i{f vi �a� Ma y B C D L 7.0 P S F D R W CAUSR795 02122036 AL P I NE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN C>r BC LL 0.0 PSF CA ENG NAH/CWC SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIHE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV: STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO * T 0 T . LD. 41.0 PSF S E Q N - 1 5 6 2 4 Alpine Engineered Products, Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 11995 SECTION 2. w 1ijy CIYt1. �! D U R . FAC. 1.25 FROM C C SPACING 24.0" � � � � 1 � M M M M M M' m mm � M m IL•.IKJL151-L11KUJ LUUKJt LUI-15 - ILL) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: BOT CHORD 2x4 SPF 1650f -1.5E ' WEBS 2x4 HF Std/Stud USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE -PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 0-5-8 1 T W3X8 (Bi) IHIJ UWU FKtrAKtU rKUN L.UP1rUItK 1NrUI tLUAUJ a UINLIVJIUIVJ) JUDMII;EV Di 1DUJa I,uR. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. �2Z W3X4 � W3X7 % r2 W3X7.= W3X7 _- W3X4 W2X4 III W3X7 - W5X6 = W3X7 = W2X4 III W3X8(B1) —5-10-7��5-3-9—�5-4-0��5-4-0>�5-3-9 )—�--3 r-7-2-0� 1_ 12-0-0 _I_ 9-0-0 1_ 12-0-0 I 33-0-0 Over 2 Supports R=1384 W=5.5" R=1384 W=5.5" 0-5-8 1 T 10-0-12 (CTRSLI5T-CITRUS COURSE LOT -15 T22) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.1875" Ft. Sppaates Fabricators 85 435 Nfiddleton $Lreel, Thermal CA "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO MIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED p pFESS/p,� {� W. C �(�' T C T C L L D L 16 . 18 . 0 0 P S F P S F R E F R 7 DATE 9 5 05/02/02 5 7 5 5 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMP IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO vl Md BC DL 7.0 PSF DRW CAUSR795 02122037 A L P I N E BUILD THE TRUSSES IN CONFORHANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS HITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN p rj r B C L L 0. 0 P S F C A -ENG N A H/ C W C CONNECTLP 11 ORSAT ! ARE0 1PMADESOFD20GAT ASTHMA653AGIC 11R40RGAL V' STEEL. E X CE PTI ASI N 0TED'ID TAP PL YACDIRECTORS TO * TOT . L 0 . 41 .0 PSF S E O N - 15626 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT 1 FOR AN SE PARTICTI 00CULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER /� Ir C, OF CA1�E� OUR O U R . FAC . 1.25 FR0M CC SPACING 2 4 . 0 " m m m m m it m m m m m1 m m r m= m II. I KJL 191-1,11 KUJ LUUKSt L.UI-19 - IZ3) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: BOT CHORQ 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud *** ADDITIONAL LOADS PER TRUSS MANUFACTURER *** ----------------------------------------------- TC - 4 LB Conc. Load at 16.38, 16.63 0-5-8 1 T W4X6(B1) W3X5 —,� T2 W4X8 (R) /// IH1S UWG PREPARED FROM CUMPUIER INPU1 (LOADS & DIMENSIONS) SU9MIIIED BY IKUSS MI -K. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 100.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<< DRAG TRUSS>>> ** THE MAXIMUM HORIZONTAL REACTION IS 3155# ** W2X4 III W5X7 W2X4 III W3X8 (B1) �-5 6 2-5-1-1 4 11 5 > 3-11--01 4-11-5 5-1-1 ��5 6 2 L. 16-4-8 _II— 16-4-8 I ,t*DRAGzt* (TiD 0-5-8 T -}10-0-12 33-0-0 Over 2 Supports R=1360 W=5.5" R=1360 W=5.5" Rh=3156/-3156 Note: All Plates Are PLT TYP. Wave TPI -95 W3X4 Except As Shown. (CTRSLI5T-CITRUS COURSE LOT -15 Design Criteria: TPI STD UBC T23) 19.5c CA/2/-/-/-/R/- Scale =.1875" Ft. Sppaates Fabricators 85435 MiddtetonStreet, ThennalCA "WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE [ p WS TC LL 16.0 PSF REF R795--57554 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TOPERFORMING THESE HAVE PROPERLY ATTACHED Q ,y� � W. C � TC DL 18 . 0 P S F DATE 05/02/02 STRUCTURAL PANELSFUBOTTONSCHORDUNLESHALLHNAVESA PROPERLYDATTACHEDORDIGIOACEILING,LL D R W CAUSR795 02122038 ALPINE 'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN y a� May i W OC B C B C D L L L 7 . 0.0 0 P S F P S F CA -ENG N A H / C W C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CON HECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * * T 0 T . L D . 41 .0 PSF S E 0 N - 15628 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTFORANY SECTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ION 2. w ` �' w��`t f 4 ` D U R . FAC . 1.25 FR0M CC SPACING 2 4 . 0 M M M M M M M M M M r M i M r M M M M L 1KJL191-L11KUJ I,UUKJt LUI-10 - IZ4) TOP CHORD 2x6 SPF 1650f -1.5E :T2 2x4 SPF 1650f -1.5E: POT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud SPECIAL LOADS (#1 HIP ONLY) ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 68 PLF at 0.00 to 68 PLF at 9.50 TC From 68 PLF at 9.50 to 68 PLF at 11.50 TC From 68 PLF at 11.50 to 68 PLF at 19.50 BC From 6 PLF at 0.00 to 6 PLF at 11.50 BC From 6 PLF at 11.50 to 6 PLF at 19.50 TC 20 LB Conc. Load at 11.50 USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 2-9-13 IHIJ UWU YKtrAKtU YKUM 6UPI1'UILK IKPUI tLUAUJ 5 UIPItKJIUIVD) 3u01-1111LU 0� �nuao r 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nalls) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW.TO'AVOID SPLITTING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X6 = W3X4 = W3X4 = W3X4 - W2X4 W2X4 III 0-5-8 X10-0-12 W2X6(81) 4-2-8 �1. 4-0-12 31E 4-0-12 �1E 3-3-9 _1_ 3-10-7 a� 4-2-8 T 4-0-12 T 4-0-12 T 7-2-0 1 L 11-6-0 1 8-0-0 I LE 19-6-0 Over 2 Supports J I -R=802 W=5.5" R=828 W=5.5" (CTRSLI5T-CITRUS COURSE LOT -15 T24) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 5c CA/2/-/-/-/R/- Scale =.375" Ft. Spates Fabricators 85A35 Middleton Street, Thermal CA ALPINE "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 O'ONOFRIO DR.. SUITE 200. MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CM ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATI011 CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSESUBL. TNIS DESIGN CONFORMS NITN APPLICABLE PRSSOCOtlISiONS OF NDS (NATIONAL DESIGN CCC N' Q��ILJAIIo l � w• cy Fy ` I May yf1 y� Tff �C T C T C B C B C L L D L D L L L 16 18 7 O. . D .0 . D 0 P S F P S F P S F P S F R E F DATE D R W CA -ENG R 7 9 5 5 7 5 5 5 05/02/02 CAUSR795 02122039 N A H/ C W C CONNECTORSS EC I CATI AREPMADESOFDBY 20GATASTMMA653ER IC AGR40R GALY. STEE LER E% CEPTI AS NOTED. TAPPLY ACONNECTORS TO TOT . LD. 41 . 0 P S F S E O N - 15630 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY RTTICLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSI/TPT ss tv Or �A"{ r Y D U R .FAC . 1.2 5 F R 0 M C C SPACING 24.0" m m m m m s m r m� m m m m r m m m r (CTRSLI5T-CITRUS COURSE LOT -15 - T25) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SPF 1650f -1.5E :T2 2x4 SPF 1650f -1.5E: BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 4-9-13 R B?•:fAmm W2 W3X4 HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 6-4-0 a�E 5-8-12 ��E 3-6-14 _q 1 �I r 6-4-0 T 5-8-12 T 4-5-4 L, 5-6-0 _I_ 11-0-0 _I hE 16-6-0 Over 2 Supports IR=699 W=5.5" R=685 4- T 1-5-8 410-0-12 (CTRSLI5T-CITRUS COURSE LOT -15 T25) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.3125" Ft. SPa�es Fabricators 85-035 Middleton Street, Thermal CA WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACIN . REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ��VLSSIQ,y W. C �� T C TC L L DL 1 6 18 . 0 .0 P S F P S F R E F DATE R 7 9 5-57556 05/02/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ALPINE **IMPORTANT** FUR NISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROtl ISIONS OF NOS (NATIONAL DESIGN CONNECTORS AREPMADEBLISOFDBY 20GAiASTMHE MA653 AGR40RGALV. STEELEST AND PA EXCEPTASSOCIATION) NOTED. TAPPL Y ALP CON NECTORS TO ay S yV Z p� ( * BC B C TOT DL L L . L D . 7.0 0.0 41.0 PSF P S F PSF DRW CA -ENG SEAN CAUSR795 02122040 N A H / C W C - 15632 Alpine Engineered Products, Inc. SaCraI11e11to, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. ' THE SUITABILITY AND USE OF THIS NENTFOR ANSECTRTTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOING BESIGNER, PER ANS•�``ve I0 I ION 2. - /�{ !,/ Or 4A```� D U R .FAC . 1.25 F R 0 M cc SPACING 2 4 . 0 " rr rr r� r� rr r rr r� r rr r rr r� rr rr r r� rr rr (LIKSLlbl-LIIKUS COURSE LOT -15 - T26) TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORp 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :W1 2x6 SPF 1650f -1.5E: 10 PSF BC LIVE LOAD PER UBC. W1 6-8-13 W2X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY IRUSS MFK HANGER REQUIRED FOR. REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL' INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W3X4 T 1-5-8 *10-0-12 III 0�5 6 1-8 5-5-7 4 6-7-0 43519 OL12 fE 16-6-0 Over 2 Supports R=646 W=5.5" R=676 26) LOT 15 T26))/UBC PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTDCOUBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Spades Fabricators 85-435 Middleton Street, Thermal CA "WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 NOF RIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. O�QFEW, p� W t� T C TC L L DL 16 18.0 . 0 P S F P S F R E F DATE R795--57557 05/02/02 A L P I N E " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRASPECING OF TRUSSES. THIS DESIGN CONFORMS WIE APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �� M Z y BC BC DL LL 7 0.0 .0 PSF P S F D R W CA -ENG CAUSR795 02122041 N A H/ C W C TTH CON N ECTP IN ORSI AREON PMADESOFD20GATASTMMA653ER AGR40R GALV AN STEEL, E X CEPTD PAPER I AS NOTED. TAPPLYACONNECTORS TO * TOT . L D. 41.0 PSF S E Q N - 15634 Alpine Engineered Products, InC. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSIONENT1F1995NSECTIONCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER wpf11s 4��1� OF C� V D U R .FAC . 1 .25 F R 0 M C C SPACING 2 4. 0 " (I. I K -NL 10 I -L 11 KUJ UUUKJt LUI-19 - IZ/) TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x6 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :W1 2x6 SPF 1650f -1.5E: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 68 PLF at 0.00 to 68 PLF at 16.04 BC From 14 PLF at -0.46 to 14 PLF at 16.04 BC 221 LB Conc. Load at 1.60 BC 177 LB Conc. Load at 3.60 BC 110 LB Conc. Load at 5,60 W2X4 W1 6-8-13 IMIJ UNIT NKtYAKtU 1'KUPI LUMYUILK INI'UI (LUAUS 6 UIMtNb1UINJ) JUGMIIILU Of IKuaa Mrn. NEGATIVE REACTIONS) OF -316# MAX. (SEE BELOW) REQUIRES UPLIFT CONNECTION. HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 125.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS>>> I HORIZONTAL REACTION IS 2002# -- **DRAG** W3X4= W3X4 - W4X14 - W2X4 III 0-�L 5 8 8 E ale 4-5-9 OJ 2 66710 5-3-11 T 4-7-5 16-6-0 Over 2 Supports R=1042 W=5.5" R=1277/-316 Rh=2003/-2003 T 1-5-8 0-0-12 CTRSC PLT TYP. Wave TPI -95 Design Cri(terialSTTPITSTDCOUBC LOT 15 T27))/UBC 27) 19.5c CA/2/-/-/-/R/- Scale =.3125" Ft. Spates FahrlG7lOrS " WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 1 6. 0 P S F R E F R 7 9 5--57558 85435 Middleton Street, Thermal CA BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE QQ,Of ESSlp,� INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO y� PERFORMING THESE FUNCTIONS. UNLESS OTHERNI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .f.� W. Cy ��• T C D L 18.0 PSF DATE 05/02/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CELL IN C "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a� Ma i BC DL 7.0 PSF DRW CAUSR795 02122042 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND V r B C L L 0.0 P S F C A -ENG N A H/ C W C A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �6 CONNECTORSSPECIFICATAREON PMADESOFD20GATASTMHE MA653AGR40 GALV. STEELN FOREST AND PA EXCEPT AS NOTED. T APPL YACON LP RECTORS TO * TOT . L D . 41.0 PSF SEAN - 15636 EACH FACE OF TRUSS, AN UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORA W1 NGS 160 A Z. THE SEAL ON THIS DR AN ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R .FAC . 1.25 F R 0 M C C Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH.NN . THE SUITABILITY AND USE OF THIS Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER QF YA�!•O ANSI/TPI 11995 SECTION 2. SPACING 24.0" (LjKSL1b1-CIIKUS LUURSL L01-15 - 128) TOP CHORD 2x4 SPF 1650f -1.5E VOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4 r__ 2X4 III 0-5-8 1-1-3 _F 10-0-12 Ow2X4111 W2X4(A1) —1-11-0-� 1-11-0 Over 2 Supports R=93 W=5.5�" R==64 H=Simpson LU24 Girder is (1)2X12 min. DF -L THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUUM111tU UT IKUJJ MrK. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. m (CTRSLI5T-CITRUS COURSE LOT -15 T28 PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC CA/2/-/-/-/R/- Scale =.375" Ft. Spades Fabricators "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND tow Fy TC LL 16.0 P S F R E F R795--80673 85-435 Middleton SVeet Thermal CA FER DLING INSTITUTE,AC I TE583 SSAFETTY ATO —TE D ONOFRIO DR.. SUITE 200. MADISONI7DWBRAC53719). FOR PR ACT ICES(TRUPRIORSS PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED F P �� TC DL 18.0 PSF DATE 05/21/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Ma,Y 21 2002 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF D R W CAUSR795 02141001 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI T TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTAL LING -AND BC LL 0.0 P F CA -ENG N A H/ G W H ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TP 1. ALPINE * No. C 58005 16428 Alpine Engineered Products, Inc. Sacramento, CA 95828 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 11995 SECTION 2. * Exp. 630-2006 civil_ \P �� Cil 1� OF TOT . LD. 41.0 PSF SEON - OUR .FAC . 1.25 FR0M C C SPACING 24.0 i ' rr ar r r rr �r rr rr rr �r rr rr rr r �r rr rr rr r tL: I IN3 IDI -L, 11RUJ LVURJG LUI -ID - IL7) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: QOT CHORp 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.0 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.0" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 0-5-8 W2X4� W3X5 W4X8(R) /// W2X4 InIa UYIu rRLrARCU rKun LwirVILK IIYr UI (LVHUa a UIrILIY a IV" a) Ilai.�� DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X5(A1) - 0 0-5-8 X14-0-0 W3X5(A1) I, 2-10-7 _I, 2-3-9 3J_ 2-8-0 31— 2-3-9 _51 2-10-7 5-2-0 r 4-14 T -2 0 I_ 6-0-0 _1_ _1_ 6-0-0 J CE 13-0-0 Over 2 Supports R=968 W=5.5" R=968 W=5.5" (CTRSLI5T-CITRUS COURSE LOT 15 - T29) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC .5c CA/2/-/-/-/R/- Scale =.375" Ft. SPPa�es Fabricators 85-435MiddletonStreet,TiennalCA ALPINE " NARKING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HI8-91 (HANDLING INSTALLING AIID BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTi TU TE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FU N[TfON S. UNLESS OTHERMISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "`IMPORTANT" FURNISH A COPY OF THIS OE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRASPECING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Cr O�OFESS1O'! \\ `s� W C �.1^ _ y h Ma 7 TC TC BC B C LL DL DL L L 16.0 18.0 7.0 0.0 PSF P S F P S F P S F REF R795--57560 DATE D R W CAUSR795 CA -ENG 05/02/02 02122044 N A H/ C W C LP in E CONNECTORSON AR EP MAD ESOF0IDEATASTHMA653HE AERICAGR40RGAL V.FOEST STEEL. E XCEPTI ASI NOTE D.D PAPER ASSOCATON) TAP PLYACONNECTORS TO TOT . LD. 41.0 P S F S E O N - 55331 Alpine Engineered Products, Inc. Sacramento, CA 9$828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ONTHIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A"Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COHPON ENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT F00. ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI 11995 SECTION 2. s v_ ! /� Q Or bA�`� D U R .FAC . 1 . 2 5 F R 0 M C C SPACING 24.0" m m m r m m m m m m m m m m m m m m r (GTRSLI5T-CITRUS COURSE LOT -15 - T30) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud 0-5-8 f �O W4X4= (!� W2X4(A1) =— W2X4(A1) =— ¢,6-03-1[2 a� 10-1-9 �I 6 0 1-8-4 8-2-4 6-6-0 I 6-6-0 I fE 13-0-0 Over 2 Supports R=533 W=5.5" R=533 W=5.5" 0-5-8 V —F —T, 0 0 (CTRSLI5T-CITRUS COURSE LOT -15 - T30) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC _12__5 c CA/2/-/-/-/R/- Scale =.375" Ft. S ates etonStreet,T 85-035 Middleton Street, Thermal CA *BRACING- REFERRUSSESTO HIB 91 IRE EXTREME CARE IN B(HANDLING INSTALLING AND BR CING�HANDLING, SHIPPING, PUBLISHED BY TPI IN(TRUSSING AND PLATE INSTITUTE. 583 D' NoDR., SUITE 200. MADISON, NI 537 I9). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT •* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEV IATION FROM THIS DESIGN; ANY FAILURE TO OfI JAlO QQ� w C �(y {� �� M 17 i c� ref �y lri TC TC BC LL DL DL 16.0 18 .0 7.0 PSF PSF PSF REF DATE DRW R795 57561 05/02/02 CAUSR795 02122045 ALPINE BUILD THE TRUSSES IN CONFORMANCE HITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS HITH APPLIT AND CABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNECTORSSPEC FI AT AREON RMADESOFD20GATASTMMA653 ERICAGR40RGALV. STEEL EXCEPT AS NOTED'. TAPPL Y1. ALP In E CONNECTORS TO �Cra * BC LL 0.0 P S F CA -ENG N A H/ C W C TOT . L D. 41.0 P S F S E Q N - 55333 ,z Alpine Engineered Products, Inc. Sacramento, CA.95828 EACH FACE OF TRUSS, AND UNLESS OT BERNI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACC EP TAIICE OF PROFESSIONAL ENG INEERINGv RESPONSIBILITY SOLELY FOR TRE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANS'OTEP,TI FOR995RSE CTRONCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DES IGNER, PER s ,C O! w��`� ! Y D U R . F A C . 1.25 F ROM C C SPACING 2 4 . 0" r rr r rr rr rr rr r rr rr rr rr rr r r r r rr rr tY. IR3L1Jl-L11RI13 I.VUR3C LVI-17 - 131) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: SOT CHORD 2x4 SPF 1650f -1.5E ' WEBS 2x4 HF Std/Stud DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 0-5-8 V T W3X7 I nl3 UWU rKcrNRCU rmvn l.Vl'lru ICR IIYrVI (LVIVa b VII-1—IVIIJ) ullall�v 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 10" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH .ROW TO AVOID SPLITTING. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. O W3X8 W3X8 W2X4 W3X7 = T2 W3X4 = W2X4 4 r 4 0-5-8 T _T_ 0-0 (B1) W3X7 = W5X6 = W3X4 = W3X7 = W3X7 ( 1) I< 3-10-7 _I, 3-3-9 SIE 4 0 0 SIE 4 0 0 31E 4-0-0 3�E 3-3-9 _I, 3-10-7 �J 7-2-0 T 4-0-0 l 4-0-0 T 4-0-0 T 7-2-0 1 I_ 8-0-0 _I_ 10-4-0 _I_ 8-0-0 _I 26-4-0 Over 2 Supports J R=2437 W=5.5" R=2437 W=5.5" 31) LOT 15 T31))/UBC PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTDCOUBC 19.5c CA/2/-/-/-/R/- Scale =.25" Ft. Spates Fabricators 85435 Middleton Street, TbeXmat CA A L P I N E **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERXISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACSPECING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN 0.0FESS/p�I I� �A� W. V V' h a�1 M W �. m V y a T C TC BC B C L L DL DL L L 1 6.0 18 .0 7 .0 0.0 P S F P S F P S F P S F R E F R 7 9 5-57562 DATE 05/02/02 D R W CAUSR795 C A -ENG N A H/ 02122046 C W C CONNECTORSI AREPMADESOF020GATHE ASTMMA653AGR40REST GALV' STEEL PA P ER E X CEPTI AS NOTEDND TAPPL YALP INE CONNECTORS TO * TOT . LD. 41 . 0 P S F S E Q N - 55335 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A - Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT T1FOOR ANY SECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 4 CIY11.S Of CA���� V D U R . FAC . 1 .25 FR0M CC SPACING 24. 0 " (CTRSLI5T-CITRUS COURSE LOT -15 - T32) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E �OT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud 0-5-8 0-5-8 F T W3X5( DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 =- 6-9-9 _I, 6-4-7 I, _I, 6-4-7 8-11-0 6-3-0 13-2-0 26-4-0 Over 2 Supports — R=1080 W=5.5" I_ 6-9-9 _I -2-0 _I R=1080 W=5.5" 0-5-8 T –IF 0-0 (CTRSLI5T-CITRUS COURSE LOT -15.- T32) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA /2/ R Scale =.25" Ft. Spares Fabricators 85A35 Middleton Street, Thermal CA ' A L P I N E "HARMING" TRUSSES REQUIRE EXTREME CARE IH FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR.. SUITE 200• MADISON• WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,STRUCTURAL STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND GRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ` QeOFE s�7'�O ���� ^ `�i y V[ CP �y T C T C B C p B C L L D L D L LL 16.0 18.0 7.0 0.0 P S F PSF PSF P S F R E F R795--57563 DATE 05/02/02 D R W CAUSR795 02122047 CA -ENG N A H/ C W C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT . L D . 41.0 P S F S E O N - 55337 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERNI SE LOCATED ON THIS DESIGN• POSITION CO NNECTOR S. P ER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAM ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSIOONENT1 FOR So NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER f C 4 ` @ OUR . FAC. 1.25 FR0M CC SPACING 2 4 . 0 ww ww w w w w ww w w w w w ww ww w w w w w (F. I KJL ID 1-1,11 KUJ I.UUKJt LUI-17 - IS,S TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x6 SPF 1650f -1.5E 1. WEBS 2x4 HF Std/Stud ** THE MAXIMUM HORIZONTAL REACTION IS 3028# ** 0-5-8 0-5-8 V T IMIJ UNU NKtNAKtU FKUM LUMYUItK 1NYU1 (LUAU) & UIMtNJIVNZ1) JUtlMlIICU OI inw. nrn. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 115.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS>>> W4X4 =- W2X10(A1) - wixb — y W2X10(A1) 6-9-9 6-4-7 _I, 6-4-7 _I_ 6-9-9 8-11-0 T 8-5-15 'T 8-11-0 �I I_ 13-2-0 -1_ 13-2-0 _I f` 26-4-0 Over 2 Supports R=1170 W=5.5" Rh=3029/-3029 R=1170 W=5.5" **DRAG** T . :) 33 0-5-8 T -7 0-0 (CTRSLI5T-CITRUS COURSE LOT -15 - T33) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.25" Ft. Spales Fabricators 8SA35 Middleton Street, Thermal CA —WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACIIIG. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'OHOFRIO OR., SUITE 200. MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED QeQFESsIO �(�{{� w T C T C L L D L 1 6. 18 0 .0 P S F P S F R E F DATE R 7 9 5--57564 05/02/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE IIISTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _d�j {(�- y �9~ May 9 /f Gi BC DL 7.0 PSF DRW CAUSR795 02122048 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN V p p C L L 0. 0 P S F CA -ENG N A H/ C W C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * T 0 T . L D . 41.0 PSF S E O N - 55339 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISh.Or COMPONENTAN995 SECTRTICION ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER f Cim. �C ! ,r wA�,f D U R . FAC. 1.25 FR0M CC SPACING 24 . 0 ' (CTRSLI5T-CITRUS COURSE LOT -15 - T34) THIS OHG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud 10 PSF BC LIVE LOAD PER UBC. HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. T 2-5-8 W3 W4X4 W2X4 III W3X8 = W2X4 III 6-0-0 6-0-0 �I 6-0-0 6-0-0 I, 6-0-0 _I_ 6-0-0 fE 12-0-0 Over 2 Supports R=902 R=902 T 2-5-8 10-0-12 T34 34) LOT 15 T34))/UBC PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTDCOUBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Spades Fabricators 85A35 Middleton Street, Thermal CA ALPINE ""WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO -91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN pepFESS/0 ��(j w <<(` .`�� 'fC BY S V T C L L T C D L B C D L BC LL 16.0 1 8.0 7.0 0.0 P S F P S F P S F PSF R E F DAT E D R W CA ENG R795--57565 05/02/02 CAUSR795 02122049 NAH/CWC SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPS. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO TOT. L D . 41.0 P S F S E A N - 55341 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -t. THE SEAL ON THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISOr CANSPONEENT1FOR 99ANY SECTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 2.rA�`� f C ! Y ` iION D U R . F A C . 1.25 FROM CC S P A C I N G 2 4 . 0 " ww w ww w w w w w w w w w w w �w ■w wiw w w (L•, I KJL 191-611 KUJ LUUKJt LVI-In - 139) IIIIJ UWb YKtMAKtU VKUPI L,UMYUItK 1NYU1 (LUAU) & UIMLNJIUNJ/ JUDPuii[U D1 -- TOP TOP CHORD 2x4 SPF 1650f -1.5E HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER 50T CHORp 2x4 SPF 1650f -1.5E PUBLICATIONS FOR ADDITIONAL INFORMATION. WEBS 2x4 HF Std/Stud R E F R795--57566 DATE 05/02/02 STRUCTURAL PANELS, BOTTOM CNORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS OE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO `wN V' ` ��Ma 17 y (J'' = BC DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE OF NDS (NATIONAL DESIGN T 2-5-8 1 W3 W4X4 W2X4 III W3X7 = W2X4 III 6-0-0 6-0-0 6-0-0 6-0-0 �) I_ 6-0-0 _I_ 6-0-0 _I 12-0-0 Over 2 Supports R=492 R=492 T 2-5-8 10-0-12 'f�3S (CTRSLI5T-CITRUS COURSE LOT715 T35) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Spates Fabricators 85-435 Middleton Street, Thermal CA "WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND GRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER NI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED (� p �FESS'�Q {� W. ��� T C T C L L D L 16 18 . 0 .0 P S F P S F R E F R795--57566 DATE 05/02/02 STRUCTURAL PANELS, BOTTOM CNORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS OE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO `wN V' ` ��Ma 17 y (J'' = BC DL 7.0 PSF DRW CAUSR795 02122050 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE OF NDS (NATIONAL DESIGN r C7 4 B C L L 0.0 P S F CA -ENG N A H/ C W C ECTOR SI AREON PNADESOFD20GATASTMHE MA653 AMERICA"D PAPER A SSPROVISIONS CON NLP IN GALV AN STEEL, XCE PTI ASI NOTED. T APPLY ACONNECToR S TO * TOT . LD . 41 .0 PSF S E Q N - 55343 Alpine Engineered Products, InC. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN . THE SUITABILITY AND USE OF THIS ANSICOMPONENT 1FOR ANSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Y C1Y11. J� f w��t -` O Y `` D U R . FAC .. 1 .25 FR0M CC SPACING 2 4 . 0 " (CTRSLI5T-CITRUS COURSE LOT -15 - T36) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: POT CHORD 2x6 SPF 1650f -1.5E ' WEBS 2x4 HF Std/Stud SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 68 PLF at 0.00 to 68 PLF at 5.75 TC From 2 PLF at 5.75 to 2 PLF at 5.88 BC From 14 PLF at 0.00 to 14 PLF at 6.00 TC 4 LB Conc. Load at 5.75 TC 2 LB Conc. Load at 5.88 BC 40 LB Conc. Load at 1.56 BC 910 LB Conc. Load at 3.56 BC 500 LB Conc. Load at 5.56 0-5-8 y W3X6 (R) III 142X4 � W3X4 W2X4(A1) =— T2 T 2-0-13 10-0-12 2 X 4 III _I_�4I_ 2-8-15 2-2-1 11-1-0 4-11-0�-105-9-0 3110 --6-0-0 Over 2 Supports R=716 W=5.5" R=1215 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @-431602080" o.c. BOT CHORD: 2 ROWS.@ -863204160" o.c. (EACH ROW) WEBS : 1 ROW @. 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. T3(o RSE LOT 15 T36) PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTDCQUBC c CA 2 R Scale =.375" Ft. Spates Fabricators 85435 Mid dletonStreet,ThennalCA ALPINE "WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'0110FRf0 DR.. SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR EI.D PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING TRUSSES. TH 1S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN QOFESS�� C� lF� �7 /f oil MaY y y� U �C TC TC B C BC LL DL D L LL 16.0 18.0 7 0.0 . 0 PSF PSF P S F PSF REF DATE D R W CA -ENG R795 57567 05/02/02 CAUSR795 02122051 N A H / C W C SPECIFICOF CONNECTL PI ME OR SION AREPMADESHE OFD20GABY TASTMMA653AGR40RGALV. STEE LERE%CE PTI As NOTEDND TAPPLYACONNECTORS TO * TOT. LO . 4 1. 0 P S F S E A N - 55350 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS�O! COMPONENT T1FOR ANY ANS{r SECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNERON 2., PER s `t , pis f pAY,`� D U R . FAC . 1 .25 FROM C C SPACING 2 4 . 0 " (I, I KJL 191-1, I I KUJ LVUKJt LUI-In - 13/) TOP CHORD 2x4 SPF 1650f 1.5E BOT CHORD 2x6 SPF 1650f -1.5E ' WEBS 2x4 HF Std/Stud SPECIAL LOADS PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC . 19.5c CA/2/-/-/-/R/- ------(LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 68 PLF at 0,00 to 68 PLF at 24.00 BC From 14 PLF at 0.00 to 14 PLF at 24.00 BC 40 LB Conc. Load at 2.06, 21.94 BC 42 LB Conc. Load at 4.06, 19.94 BC 1220 LB Conc. Load at 6.13, 17.88 0-5-8 W3X IMI UWU VKtYAKtU rKUM LUMYUItK IIVYUI (LUAU) 6 UIMtN3IUIV3) 3Uuru1— — -11 --'- 2 n. 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nalls) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 11" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO -AVOID SPLITTING. DEFLECTION MEETS -L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 =� W3X4 ; W3X4 4 r 4 0-5-8 _F -T- 0 12 6(Al) = W2X6 III W7X8 = W2X6 III W3X6 (A1) R=2286 W=5.5" 6-5- 12-0-0 -6-7 ;;.1E 5-6-7 24-0-0 Over 2 Supports -5-9 R=2286 W=5.5" (CTRSLI5T-CITRUS COURSE LOT -15 T37) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC . 19.5c CA/2/-/-/-/R/- Scale =.3125" Ft. Spates Fabricators 85-035 Middleton Street, Thermal CA —WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRAC RIG). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED eQFESS� rI Q� 01 7 W T C TC L L DL 1 6. 18 .0 0 P S F PSF R E F DATE R 7 9 5-57568 05/02/02 A L P I N E STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY BEFROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS OES IGH CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �f y �9� ay4 �% p? �ryseTf Cj r B C B C D L L L 7 . 0. 0 0 P S F PSF D R W CA -ENG CAUSR795 N A H/ �212205z C W C SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT . L D . 41 .0 P S F S E O N - 55357 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. ' THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COM PONENT DESIGN SHOW N. THE SUITABILITY AILD USE OF THIS CCOMPOTEE NTI F OR 99 ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER C t OF CA�`� OUR . FAC. 1 .25 FR0M CC SPACING 24.0 r m r it m== m=== = m r (LIKSL1bl-C11KUS CUURSL LOT -lb - T38) TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x4 SPF 1650f -1.5E 1. WEBS 2x4 HF Std/Stud 0-5-8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUUMIIItU BY IKUJD MrK. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 C -T38 W3X5(A1) = — __.... W3X5(A1) — 6-5-9 5-6-7 5-6-7 6-5-9� L, 12-0-0 12-0-0 _I fE 24-0-0 Over 2 Supports R=984 W=5.5" R=984 W=5.5" (CTRSLI5T-CITRUS COURSE LOT -15 T38) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c D R W CA 2 SEAN R - Spales Fabricators 85-035 Middleton Street, Thermal CA **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. NAD ISDN, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO[CATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED [ QeQFESs�Q w C T C TC L L DL 16.0 p 18 .0 P S F P S F ALPINE STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TP 1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �s�(J�d May V * a * B C B C T 0 T D L L L . L D . 7 . D . 41 .0 D P S F D P S F P S F Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISi COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. /� {. 3 Jy o� ���`� �( D U R .FAC . 1 .25 SPACING 24.0" 0-5-8 L-10-0-12 Scale =.3125"/Ft. REF R795--57569 DATE 05/02/02 D R W CAUSR795 02122053 CA -ENG NAH/CWC SEAN - 55359 FROM CC (UIKJLInI-L11KUJ LUUKSt LUI-15 - IJY) TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = •1.682' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS TRANSFERS 200.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS>1> 0-5-8 y W4X4 INID UWb NKtNAKtU 1'KUM LUMI'UItK 1NF'UI (LUAU) 5 UIMtNJ1UNJ) JODMIIILV DI 1 -- NEGATIVE --NEGATIVE REACTION(S) OF -230# MAX. (SEE BELOW) REQUIRES UPLIFT CONNECTION. HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. 10 PSF BC LIVE LOAD PER UBC. ** THE MAXIMUM HORIZONTAL REACTION IS 4718# ** **DRAGS* (:T:) W4X6(B1) 6-5-9 5-6-7 5-6-7 11-6-8 LiE 23-6-8 Over 2 Supports R=1423/-231 W=5.5" Rh=4719/-4719 -0-1 R=1379/-217 i 07-5 10-0-12 (CTRSLI5T-CITRUS COURSE LOT -15 - T39) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.3125" Ft. SPateS Fabricators 85-435 Middleton Street, Thermal CA "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OHOFRIO DR.. SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED QFESS/0 d w T C T C L L D L 16.0 18.0 P S F PSF R E F R795--57570 DATE 05/02/02 ALPINE STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AHY 0 AT10N FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMAIICE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN l� � �4j~�ay OwL V �%y r B C BC D L LL 7.0 0.0 PSF PSF D R W CAUSR795 02122054 CA -ENG NAH/CWC SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT . L D . 41.0 P S F S E Q N - 55361 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSSCOMPO NENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANS10/TPIT1FOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER C t Q� CA`�e0 D U R .FAC . 1 .2 5 F ROM C C S P A C I N G 2 4 , 0 " m m m M = m m m M� M m m m- r (CTRSLI5T-CITRUS COURSE LOT -15 - T40) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x6 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud SPECIAL LOADS PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From '"WARNING"" TRUSSES REOU[RE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H18-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. I)N LESS OTHER NI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 68 PLF at 0.00 to 68 PLF at 23.54 BC From 14 PLF at 0.00 to 14 PLF at 23.54 BC 2205 LB Conc. Load at 1.56 BC 990 LB Conc. Load at 3.56, 5.56 BC 900 LB Conc. Load at 7.56 BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONN'CT.RSI AREPMADESHE OFD20GATASTMMIR I A653AGR40RGALV. STEEL. EXCEPT AS NOTED. TPI. APPLYALP CONNECTORS TO BC 845 LB Conc. Load at 8.94 P S F P S F BC 790 LB Conc. Load at 9.94 D U R BC 720 LB Conc. Load at 11.94 BC 645 LB Conc. Load at 13.94 BC 1035 LB Conc. Load at 15.94 BC 220 LB Conc. Load at 17.94 BC 175 LB Conc. Load at 19.94 BC 110 LB Conc. Load at 21.94 ** DO NOT TURN 0-5-8 W3X1 3 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 2 ROWS @ 6" O.C. (EACH ROW) WEBS : 1 ROW @ 4" o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. (J) HANGER REQUIRED FOR REACTION SHOWN AT THIS SUPPORT. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W6X4 119"Mft-6-7b 6-5-9E5-6-7 31E 3 1 E 5-6-7 6-0-1 6-5-9 5-6-7 T 5-6-7 T 6-0-1 1_ 12-0-0 -1_ 11-6-8 _I R=7296 W=5.5" 3-6-8 Over 2 Supports R=4260 (J) B1) 0F7 5 +10-0-12 (CTRSLI5T-CITRUS COURSE LOT -15 - T40) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.3125" Ft. Spales Fabricators 85A35 Middleton Strect, Thermal CA '"WARNING"" TRUSSES REOU[RE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H18-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. I)N LESS OTHER NI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED eOFESS/0 �(�Q�` �y .d`S%-wN n, T C TC L L DL 16.0 p 10.0 P S F PSF R E F R DATE 7 9 5-57571 05/02/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 10 CEILING. 9 "'IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ` �i� May ! = y e� B C D L 7 . 0 P S F D R W CAUSR795 02122055 ALPINE BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONN'CT.RSI AREPMADESHE OFD20GATASTMMIR I A653AGR40RGALV. STEEL. EXCEPT AS NOTED. TPI. APPLYALP CONNECTORS TO W at LIP 5 * B C TOT L L . LD. 0.0 41 . 0 P S F P S F C A -ENG S EON - N A H/ C W C 15674 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHER NI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS'DRAM ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR 99 ANY SECTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER f C1V11. .�9f wr w��,� �C Vr 4 D U R .FAC . 1 .25 F R 0 M C C SPACING 24.0 " (6IKSL1bI-C11KUS CUUKSt LUI-lb - 141) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: BOT CHORD 2x4 SPF 1650f -1.5E 11 WEBS 2x4 HF Std/Stud #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0•' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 1.25 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC'WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 1-9-3 OC. [HIS U61G PREPARED FRUM COMPUIER INPUI (LOADS & UIMENSIUNS) JDnMllltu by IMUJD MrM. HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2X4--z: W 4 X 4 i,---W08(R) /// W2X4 r„ 0-5-8 0-5-8 -T- 12 W3X5(A1) = I, 2-10-7 _I, 2-3-9 �Jr 4-2-0 2-3-9 _I, 2-10-7 �J 5-2-0 i- 4-2-0 5-2-0 1 I_ 6-0-0 J_ 2-6-0 I 6-0-0 I 14-6-0 Over 2 Supports R=1082 W=5.5" R=1075 (CTRSLI5T-CITRUS COURSE LOT -15 T41) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 1 5c CA/2/-/-/-/R/- Scale =.375" Ft. Spates etonStreet,'Ts 85 435 Middleton Street,'Thermal CA —WARN CARE INSTALILNIHG AHD BR CFABRICATION. AND TO HIO-91EXTREME BRACINGNG*REFERTRUSSES ING)HANDLING, PUBLiSHEO BYSHIPPING. TPI 111(TRUSS PLATE INSTITUTEPERFOR , 583 D'ONOFRIO DR., SUITE 200. HAD SON, XI 53119). FOR SAFETY PRACTICES PRIOR TO STRUCTURAL PANELSTHE E FUBOTT10 . 'ROESHALLNHAVESA PR OPERLYDATTOACHEDORIGIDACEILINGILL A PROPERLY ATTACHED OFESS/0 QQ� �' tl y� Q,� W C Fy TC T C LL D L 16.0 1 8. 0 PSF P S F REF DATE R795STALLING 57572 05/02/02 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN'f FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ May 1 V �• BC B C DL L L 7.0 0.0 PSF P S F D R W CA -ENG CAUSR795 02122056 N A H/ C W C CONNECTORS ION ARE PUBLISHEDBY 20GATASTMHA653AGR40R GALY. STEEL, EXCEPT0 PAPER ASON) AND NOTED. TAPPLYALP CONNECTORS TO * * TOT . L D . 41.0 PSF S E O N - 55368 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TN(S COMPONENT FOR ANY SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER C1Y11. s % Y ��V Ae wQ Vr Y D U R .FAC 1 2 5 F R 0 M C C SPACING 24. O " kt IKJL13I-L.IIKUJ L,UUKJC LUI-In - 14Z) IMIJ UNU YKLYAKLU YKUPI LUPIYUILK 1NYU1 (LUAU) d UIMILNDIUND) 3UDrlil— of --a vi— TOP CHORD 2x4 SPF 1650f -1.5E HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER BOT CHORD 2x4 SPF 1650f -1.5E PUBLICATIONS FOR ADDITIONAL INFORMATION. WEBS 2x4 HF Std/Stud CA "WARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE pFESSlO4 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-5-8 142X4 (Al) -rjz W4X4 4 I— 4 0-5-8 � �10-0-12 142X4111 W2X4(A1) E7 336 9 3 11-7-9 �{ 7-3-0 2-5-4 9-8-4 1 7-3-0 _1_ 7-3-0 _I FE 14-6-0 Over 2 Supports IR=596 W=5.5" R=593 42) LOT 15 T42))/UBC PLT TYP. Wave TPI -95 Design Cri(terialSTTPITSTDCOUBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. SPpa�tes Fabricators 85A35 Middleton Street, Thermal CA "WARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE pFESSlO4 T C L L 1 6. 0 P S F R E F R 7 9 5-57573 INSTITUTE. 593 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO NO IERLYDATTACI OPHEDORDIGIDALL HA CCEILIHG PROPERLY ATTACHED WESA 1 1Y N.! W, Cy TC DL 18 . 0 P S F DATE 05/02/02 STRUCTURAL PANELSFUBOTTOMSCNORDESHAILHHAVER PROPE ��\�� "IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO `h May 1 V y BC DL 7.0 PSF DRW CAUSR795 02122057 A L P I N E BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS MI TH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL P I LIE CONNECTORS ARE MADE OF 2O6A ASTM A653 GR4O GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO p� (� �. * BC T 0 T. LL L D. 0.0 41 . 0 PSF P S F CA -ENG S E O N NAH/CWC - 55370 ' Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A"2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT1 FOR ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER /��L� {� wnl�t @ �)A D U R .FAC . 1.2 5 FROM C C SPACING 2 4 . 0 �� (L I KJL 131-L, I I KUD UUUKJt LUI-10 - 14.9I TOP CHORD 2x4 SPF 1650f -1.5E QOT CHORD 2x6 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud TRUSS TRANSFERS. 150.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS>>>, 0-5-8 0-5-8 y 1 W4X4 =- IM1J UVIG PKt PAKtU YKUM LUMPUItK INPUI (LUAUb 6 UIMtNJIUNJ) bUDM1I Itu Dr IKuaa rirn HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, ** THE MAXIMUM HORIZONTAL REACTION IS 2175# ** W2X6(A1) E7-3-0 4-4-9 a� 11-7-9 �I 7-3-0 T 7-3-0 ) L_ 7-3-0 _I_ 7-3-0 _I 14-6-0 Over 2 Supports R=734 W=5.5" R=732 Rh=2175/-2175 0-5-8 _V ***RAG** T1 :-5 D 10-0-12 (CTRSLI5T-CITRUS COURSE LOT -15 T43) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. S}p�a�es Fabricators 85435MiUdIetonStIeet,ThermalCA ALPINE " WARNING`,' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. 'REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IH STITUTE, 583 D'ONOFRIO DR.,.SUI TE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SN ALL HAVE PROPERLY ATTACHED STUCURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _1 MP 0 RTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR: ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO au ID THE TRUSSES IN C0 NF 0R MAN CE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Q�pFESS w C �F �' ��'j May ���I�fff V T C T C B C B C L L D L D L L L 1 6. 18 7 0.0 0 .0 . D P S F PSF P S F P S F R E F DATE D R W CA -ENG R 7 9 5-57574 05/02/02 CAUSR795 02122058 N A H / C W C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTE O. APPLY CORRECTORS TO * * T 0 T . L D . 41.0 P S F S E 0 N - 55374 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A"7. THE SEAL ON TM IS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISi COMPONENT1 FOR AN SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF TME 8U ILDING DESIGNER, PER C �� J� Qr ���`�0�� ,c ! D U R .FAC . 1.25 F R 0 M C C SPACING 24 . 0 " s1 m mm m m mm m r m m i M m I! m m m (CTRSLI5T-CITRUS COURSE LOT -15 - T44) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER BOT CHORD 2x4 SPF 2100f -1.8E PUBLICATIONS FOR ADDITIONAL INFORMATION. WEBS 2x4 HF Std/Stud DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W2X4 III W2X4 T � 1.5 T 1 6-4 0-5-8 +10-0-12 W3X4 = W2X4(A1) O-32! 3-1-7 _ I_ 5-2-13 1 1 8-6-0 - I L8-6-0 Over 2 Supports R=394 R=422 W=5.5" (CTRSLI5T-CITRUS COURSE LOT -15 - T44) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Sjj77aates Fabricators g$�3$ IVii(Idleton Street, Thennal CA "NARNI NG" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE e r[pp TC LL 2D.D PSF REF R795--57575 INSTITUTE, 503 D'onOFRIO OR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. (�Q�QFESS��'�f •`V!� P w. �% T C D L 18 . 0 P S F DATE 05/02/02 AL P I N E 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR At1Y DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORHS WITH APPLICABLE PROVISIONS OF ON (NATIONAL DESIGN ��eY�\�M BY 1 W = tY ra �' = � BC BC DL LL 10 0.0 . 0 P S F PSF D R W CA -ENG CAUSR795 NAH/CWC 02122059 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALP IN CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO 115111). * T 0 T . L D . 48 0 PSF S E Q N - 15678 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 11995 SECTION 2. s �•v f� C OF CA"�Q D U R FAC. 1 .25 F R 0 M C C SPACING 24.0" M M M M M M M M M M M r M M M M M M M (LI K3L IZ) I -L. 11 KUJ L.UUKJt LUI-15 - 145) IH1D UNU NKtYAKtU I-KUM 6UMNUItK 1NPU1 (LVAUJ 6 U1MtNJ1UNJ) JUDMJIItU of IKU33 PH -K. TOP CHORD 2x4 SPF 1650f -1.5E H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND ,BOT CHORD 2x4 SPF 1650f -1.5E CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN WEBS 2x4 HF Std/Stud INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 'r45 :) W2X4 III T� 1.5 1-2 0-5-8 10-0-12 W2X4 III W2X4(A1) 0 12 6-11-4 al 7-1-0 -7-1-0 Over 2 Supports R=325 H=Simpson LU24 R=355 W=5.5" Girder is (1)2X12 min. DF -L (CTRSLI5T-CITRUS COURSE LOT -15 T45 PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC CA/2/-/-/-/R/-Scale =.375" Ft. Spaces Fabricators 85 435 Middleton Street, Thermal CA "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACIMG. REFERNSTITUTE 58 3 TO HIB -91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE PRACTICESETY PROPERLY ATTACHED PERFORMING TH E SEOF UNC TIONS R UNLE SSTOTHERWISED INDICATED, TOP37 I C HORDF SHALLF HAV E STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. GQ �O_6 W. t, P ,7 MB y Z 2 Z� �y T C L L TC DL 20 18.0 . 0 P S F PSF R E F DATE R 7 9 5--79543 05/20/02 `.IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO W B C D L 10 .0 P S F D R W CAUSR795 02140006 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN B C L L 0.0 P S F CA -ENG N A H/ G W H Alpine Engineered Products, Sacramento, CA 95828 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AHD TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR 001 L 0 HG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 11995 SECTION 2. * N0. C 58005 Exp. 6-30-2006 Sp CIVIL. Q?s r1 C OF C�IF� * \P TOT . L D . 4 8.0 P S F S E O N - 16407 D U R . FAC. 1.25 FROM CC SPACING 24.0" ((,IKJL1bI-C11KUS CUUKSt LOI-lb - T46) TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x6 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud SPECIAL LOADS Spates Fabricators Middleton Street, Thermal CA A L P I N E `*WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0110FRIO DR., SUITE 200, MAD 15011, MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT*'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITH TF1; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRASPECING OF TRUSSES. THIS DESIGN CONFORMS WITEST H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 76 PLF at 0.00 to 76 PLF at 5.75 BC From 20 PLF at 0.00 to 20 PLF at 5.75 BC 225 LB Conc. Load at 0.33 BC 280 LB Conc. Load at 2.22 W2X4(A3) W2X4 III 1.39 1-1-8 W2X4 III W2X4 (A3) 0-1 L! 5-7-4 1 1 5-9-0 1 �--5-9-0 Over 2 Supports —4 R=638 R=419 W=5.5" 0-5-8 - 10-0-12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUUPIIIItu UY IKUSS Mt -K. HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. C74e (CTRSLI5T-CITRUS COURSE LOT -15 T46) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Spates Fabricators Middleton Street, Thermal CA A L P I N E `*WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0110FRIO DR., SUITE 200, MAD 15011, MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT*'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITH TF1; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRASPECING OF TRUSSES. THIS DESIGN CONFORMS WITEST H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN QFESSIQI%. Q� •�4!! `w� ` V' 5� MBY 7 p� (,� 5 y y T C T C BC p p C L L D L DL L L 20 . 18.0 10.0 0.0 0 P S F PSF PSF P S F R E F DATE DRW CA -ENG R795-5757785435 05/02/02 CAUSR795 02122061 N A H / C W C CONN ECTORSAT IARE0 N PMADEBL.SOFD20GATASTMMA653AGROORGALV ANSTEELERE%CEPTIASINOTEDAND TAPPET AL pin CONNEC TORS TO 1R * TOT . L D. 48 . 0 P S F S E A N - 15682 Alpine Engineered Products, IIIC. Sacramento, CA 9S$28 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 11995 SECTION 2. r, •'Yt �v Cr CA�,`O� D U R FAC. 1 .2 5 FROM C C SPACING 24.0" tI.IRJLIJI-1.IInUJ I.UURJC LUI-1J - 14/) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: ,BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 'HF Std/Stud :W1 2x4 SPF #1/#2: :Lt Bearing Leg 2x6 SPF 1650f -1.5E: C IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 1 1-5-8 W W2X6 W10X10 W3X5 III 4 W2X4 IIIT7 W3X7 W3X4 = InIJ UWU YMLYAMLU rKUPI t.tiriruILR INrUI (LUAU) 6 UIMLN31UIV a) JUDI'lII ICV DI InuJJ r 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 10" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. #1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699, SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. W5X4 1.17 V A — (F_4'� VY,)AD IK) III_.. W4X4(A1) 0-5-8 W2X4III 7 —1 -6-8_ 1 3-1-0 3 E 3-11-0 31E 3 11 0 31E 3 11 0 3 E 3-3-9 _I_ 3-10-7 1-618` 3-7-8 1 3-11-0 T 3-11-0 T 3 11 0 7-2-0 1_ 14-0-0 _I_ 8-0-0 _I R=2825 W=5.125" 24-0-0 Over 2 Supports If (CTRSLI5T-CITRUS COURSE LOT -15 T47) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC S tes Fabricators "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO MIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 85435 Mi dleton Street, Thermal CA 0%-D W. t- INSTITUTE. 563 D'ONOFRIO DR., SUITE 200, MADISON, MI 53719). FOR SAFETY PRACTICES PRIOR TO El •7 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED (q P 9 STRUCTURAL PANELS• BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH EO RIGID CEILING. c3 0 May 2 2� ,IMPORTANT*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE. BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP PI ILAB LE PROVISIONS OF HDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO # No. C 58005 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Exp. 6-30-2006 DRAWINGS160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING tjCIVI1- \P Alpine Engineered Products, Inc. RESPONSI016L TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Qj r1 Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FDF CALIfO� ANSI/TPI 1-1995 SECTION 2. R=2166 W=5.5" CA/2/-/-/-/R/- TC LL 16.0 PSF TC DL 18.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 41.0 PSF DUR.FAC. 1.25 SPACING 24.0" 0-5-8 A,-11-0-12 +10-0-12 Scale=.312511/Ft. REF R795--79509 DATE 05/20/02 DR W CAUSR795 02140007 CA -ENG NAH/GWH SEON - 16386 FROM CC t1,IK3L101_ L11RU3 I,VUKJC LVI-1D.- IgIJ) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: ,BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :Lt Bearing Leg 2x6 SPF 1650f -1.5E: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. T 1-5-8 i W W3X4 70 LI 4 V 7 — I nIJ UIYU rKCrNKCU rKV11 LurIrUICK inrul tLVNUa & VIME Na IV" J) JUVr11. i ui „a,vv .. .• H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. T�� W3X4 W2X6 = W2X4 III 0-5-8 4-8-8 0 12 4-6-12 I�_r_ R=975 W=5.125" W3X8 W2X4 III 3-10-0 _ 3-10-0 3-10-0 6-0-0 W5X7 W2X4 III 4-6-12 0-6- 2 4-6-12 0-6 �-0- 24-0-0 Over 2 Supports 7-2-0 7-2-0 W3X5 (A1) 0-5-8 A 11-0-12 10-0-12 R=974 H=Simpson LUS28 Girder is (1)2X8 min. SP (CTRSLI5T-CITRUS COURSE LOT -15 T48 PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC A. CA/2/ R Scale Sppaates Fabricators WARNING** TRUSSES REDU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND Fy TC LL 1p6.0 PSF REF R795 -79510 85-035 MiddletonSVeet,ThermalCA BNSTITUTE,REFER 583 DOONOBRIO ORMAIISUITE TE 200HG TDLIAMADISONLLING NDWBRAC53719),PUFORSSADFETY PRACTICESY TPI (TRUPRIORSS ATO �CL17w PERFORMING THESE FUNCTIONS. UNLESS OTHER MI SE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED �P �y T C D L 1 8 0 P S F DATE 05/20/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 10 CEILING. ?y ,y! May 20 2 . "IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �J p U C DL 7 0 P S F D R W CAUSR795 02140008 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SI GN; ANY FAILURE TO . BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND p C LL 0.0 PSF CA -ENG N A H G W H A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN U / AND TAPPL PMADESOF020GATASTMHE MA653AGR40RGALY. ♦ No. C 58005 * S E O N - 16390 Alpine Engineered Products, Inc. Sacramento, CA 95828 CONNECTORSSPEC AREON YALPINE STEEL EXCEPT AS NOTED CONHECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A i. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOMM. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 11995 SECTION 2. �R Exp. 6.30-2006 �/` CMI- �P• �CF CALIfO TOT . L D . 41.0 PSF D U R . FAC. 1 .25 FR0M CC SPACING 24.0 „ m m m r m w m m r m m m m m m it m r m (CTRSLI5T-CITRUS COURSE LOT -15 - T49) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud 10 PSF BC LIVE LOAD PER UBC. 3-3-0 1 U1 HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W04 W2X4 III 143X8 = W5X4 = W2X6 (B1) i 6-7-8 a1E 6-5-12 al 8-6-4 al I 6-7-8 1 6-5-12 15-0-0 1_ 6-7-8 _I_ 15-0-0 _I FE 21-7-8 Over 2 Supports IR=876 R=897 0-5-8 V - 10-0-12 (CTRSLI5T-CITRUS COURSE LOT -15 T49) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC c CA/2/-/-/-/R/- Scale =.3125" Ft. Sppades Fabricators 85435MiddletonStreet, TbennalCA **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OIIOFR0O DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUN CTIOIIS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �(���OFESS/0,� d�(J��N w C `�!`y {3- P V a� Ma 7 � yr TC TC B C LL DL D L 16.0 18. 7.0 D PSF PSF PSF REF DATE D R W R795--57580 05/02/02 CAUSR795 02122064 ALPINE BUILD THE TRUSSES INCONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WE APPLICABLE OF NDS (NATIONAL DESIGN �C BC LL 0.0 PSF CA -ENG N A H / C W C SITH D PAPER A SSPROVISIONS ST14 A613E HER AGR40R GALV AN STEEL, EXCEPTI AS NOTED. TPI. CON N ECTORSSP EC I ION AREPMADESOFO20GATALPINE YACONNE CTORS TO * * TOT . L D . 41.0 PSF S E Q N - 15652 Alpine Engineered Products, Inc. P g Sacramento, CA 95828 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A - Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OSE OF THIS COMPONENT T1FOR ANY 5ECTIOPARTICULAR' BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER w s C1Y11. .S Qf CA1�E I Y D U R .FAC . 1.25 F R 0 M C C SPACING 24. 0 " rr rr rr r rr �r �r rs �r �r �r �r ri �r r r rr �■r rr (l•IKJL151-L11KUS CUUKSL LOT -15 - T50) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIILD BY IKUSS MVK. TOP CHORD 2x4 SPF 1650f -1.5E HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER DOT CHOgD 2x4 SPF 1650f -1.5E PUBLICATIONS FOR ADDITIONAL INFORMATION. ' WEBS 2x4 HF Std/Stud T C TC BC B C L L DL DL L L 16 . 18 .0 7 .0 D. D Q P S F PSF PSF P S F DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 3-8-8 W3 W4X4 W2X4 III W3X8 - W5X4 - W2X6 (B1) 5-3-0 �jE 6-5-12 �I. 8-6-4 _I 5-3-0 j 6-5-12 15-0-0 L 5-3-0 _I_ 15-0-0 I IE 20-3-0 Over 2 Supports J R=820 R=841 0-5-8 —F -T- 0-12 (CTRSLI5T-CITRUS COURSE LOT -15 - T50) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. S}p�a�es Fabricators 85-435 Middleton Street, Thermal CA ALPINE 'WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLIIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIG DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN eQFES s� 4 (�Q� ��I �eYtl w e\`1/� {� ~ a q & 6-m 4 y 7y��y1� r T C TC BC B C L L DL DL L L 16 . 18 .0 7 .0 D. D Q P S F PSF PSF P S F R E F R795--57581 DATE 05/02/02 DRW CAUSR795 CA -ENG N A H/ 02122065 C W C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * T 0 T . L D . 41 .0 P S F S E Q N - 15654 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A_Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN IN WN, THE SUITABILITY AND USE OF THIS AcOMPON NSI7TENT1F00R ANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ApCrm. ! t QrCA��` OUR . FAC . 1 .25 FROM CC SPACING 24.0" ttIRJL171-1.11RUJ 1,UUR3C LUI -lU - IDI) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: BOT CHORD 2x4 SPF 1650f -1.5E WEDS 2x4 HF Std/Stud 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.0 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.0" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13,2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 4-0-8 W3 W3X4 A W4X8 (R) /// Ir113 unu rmcrmncu rnwi X.vnry ILK ii4ruI tLUHUJ 0 U11'ILI-1—J) JUUI'I1I— 1, „1-1 HANGER REQUIRED FOR REACTION 'SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. (::I -s::) W2X4 III W3X7 - W3X4 - �--2-5-0-3-8-0- 1_ 3-3-0 _I_ 2-0-0 R=745 W2X4 III 6-3-9 14-0-0 19-3-0 Over 2 Supports W2X6(B1) -10-7 J R=790 0-5-8 ,&-10-0-12 S CO LOT 15 T51) PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTD)/UBC 5C CA/2/-/-/-/R/- Scale =.37511 Ft. Spates Fabricators 85-435 Mid dletonStreet,ThermalCA ALPINE "WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRON DR.. SUITE 200, MADISON, RI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERHI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PRO PERIY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I(�Q�OFESSIp,�,� n�J �d W. C `�'y {� P a� Ma / �y r OC TC LL T C D L BC DL BC LL 16.0 18.0 7 0.0 .0 PSF PSF PSF PSF REF DATE DRW CA -ENG R795 57582 0 5 / 0 2 / 0 2 CAUSR795 02122066 N A H / C W C PA P ER A SS CONNECTORSSPECIFICATAREON PMADESOFHE D20GATASTMHE MA653AGR40R GALtl. EST STEEL. EXCEPT ASON) AN NOTED. TAPPLYAL PIN E CONNECTORS TO * * TOT . L D . 41.0 PSF S E Q N - 1 5656 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A"2. THE SEAL ON THIS DRAWING IIIDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SN OWN. THE SUITABILITY AND USE OF THIS A„S;OTP;T1F0995NSECTROTPCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER /� s % f• V_ {r D U R FAC. 1.25 F R 0 M C C SPACING 2 4 . 0 'I (6IKSLlbl-L11KUS LUURSL LOT -15 - T52) TOP CHORD 2x6 SPF 1650f -1.5E :T2 2x4 SPF 1650f -1.5E: BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC'WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. W2X4 III W4X8(R) /// THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBM1IItU BY IKU" MI -K. HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X4= W3X4- W2X4III W2X6(131) 6-1-0 E �I. 5-3-9I_ 5-10-7 I 6-1-0 T 7-3-9 5-3-9 13-2-_ I, 5-3-0 I 12-0-0 I fE 17-3-0 Over 2 Supports R=660 R=717 0-5-8 +10-0-12 15 T52) PLT TYP. Wave TPI -95 Design Cri(terialSTTPITSTD)/UBSCE.LOT 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. SPa�es Fabricators 85A35 Middleton Street, Thermal CA **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED [ �QFLSS�Q4_ ,V� W. � T C TC L L DL 1 6.0 18.0 P S F PSF R E F DATE R 7 9 5--57583 05/02/02 ALPINE STRUCTURAL PANEL S, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE HITM TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRASP CING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Ma 17 - Z B C BC D L LL 7.0 0.0 PSF PSF D R W CA ENG CAUSR795 02122067 NAH/CWC A SS CON N ECTORSI0 N AREPMADESOFOBY 20GAT ASTMN1A653AGR40RGALV' STEEL.PAP X CEPTI ASINOTEDND TAP PLY ALP ICON HECTOR S TO * * TOT . LD. 41.0 P S F S E A N - 15658 Alpine Engineered Products, Inc. $aCI'alllell[O, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ACO NSMP I/ NENTTPI 1F10995HSECTION CULAR BUILDING IS TME RESPONSIBILITY OF THE BUILOING DESIGNER, PER 2. /� s `� %� QF CA1�E0 r ` D U R FAC. 1.25 F ROM C C SPACING 24.0" (CTRSLI5T-CITRUS COURSE LOT -15 - T53) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SPF 1650f -1.5E :T2 2x4 SPF 1650f -1.5E: POT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. W2X4 III W4X8 (R) /// HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER.IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X4 = W3X4 = W2X4 III W2X4 (A1) L 6-1-0, E 4 3-9 31, 4-10-7 ,I j` 6-1-0 3 9 4 3 9 L_ 5-3-0 _I 10-0-0 I R=637 15-3-0 Over 2 Supports R=644 T�3 0-5-8 V —F -T- 10-0-12 53)III LOT 15 T53))/UBC PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTDCOUBC 5c CA/2/-/-/-/R/- Scale =.375" Ft. Sppales Fabricators 85A35MiddletonStreet, nermalCA "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBS DF NOFR IO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUH CT ION S. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED Q�oFEssrp, �tl w C y �, {� TC T C LL D L 16.0 1 8 . 0 PSF P S F REF R795--57584 DATE 05/02/02 A L P I N E STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRASPECING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNECTORSION AREPMADES0 FD20GATHE ASTMAMERICAN GR40FOREST NOTED. TAP PL Y ALPINE GAL V. STEEL. EXCEPTPAPER ASSOCIATION) N ECTORS TO i0 W =� May V '� r, W� * B C B C T 0 T. D L L L L D. 7 . 0.0 41.0 0 PSF P S F P S F D R W CAUSR795 CA -ENG S E 0 N - N A H/ 15660 02122068 C W C Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A,2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ACID USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. p� s CIYl1.s r Y Y D U R .FAC . 1.2 5 FROM C C SPACING 24.0" === M r M M== M= M r M== M w M (CTRSLI5T-CITRUS COURSE LOT -15 - T54) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SPF 1650f -1.5E :T2 2x4 SPF 1650f -1.5E: OOT CHORD 2x4 SPF 1650f -1.5E . WEBS 2x4 HF Std/Stud #1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 2-9-13 W2X4 III W4X1O(R) /// M4 HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X6 = W3X4 = W3X5(A1) 6-1-0 I 3-3-9 I I 4-10-7 _I Ic 6-1-0 arE 2-3-9 1-0-0 TE1 4-10-7 5-3-0 I 8-0-0 I R=1421 13-3-0 Over 2 Supports R=1032 0-5-8 V ff (CTRSLI5T-CITRUS COURSE LOT -15 T54) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Spates Fabricators 85-435 Middleton Street, Thermal CA " WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HI B-91 (HANDLING IIISTALLING AND BRAC51NG). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 0 10FRIO DR.. SUITE 200, MADISON, MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` QFESJ� Q� tl w �� T C TC L L DL 1 6 .0 18.0 P S F PSF R E F DATE R 7 9 5 05/02/02 5 7 5 8 5 A L P I N E STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING, HANDLING, SH IPPIIIG, INSTALLING AHD BRACING OF TRUSSES. THIS DESIGN CONFORMS 11ITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN C {� �i/'f y �! May '/ p? y V r BC BC DL LL 7.0 0.0 PSF PSF DRW CA -ENG CAUSR795 N A H 02122069 / C W C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 41 .0 P S F S E O N - 15664 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACHFACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL E11GINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER TIFOR ANSECTU f r Y ` D U R . FAC. 1.25 FR0M cc SPACING 24.0 ' �■■ r� r r r r r r� r� r r r� r r (CTRSLI5T-CITRUS COURSE LOT -15 - T55) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x6 SPF 1650f -1.5E: BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud #1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS, CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG, BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 0-5-8 1 wo– DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. Tss W 2 X 4 - W 4 X 8 ; __ 1.17 V7 _ W4X8 - W2X4 W4X8(B1) W4X8(B1) 3 10 7 1. 3-3-9 �2-10-0 31E 2-10-0 _I, 3-3-9 _1_ 3-10-7 7-2 �E 0 T 2 10-0 T 2-10-0 7-2-0 1, 8-0-0 I 4-0-0 I 8-0-0 I R=1806 W=5.5" 20-0-0 Over 2 Supports R=1806 W=5.5" 0-5-8 18-0-0 (CTRSLI5T-CITRUS COURSE LOT -15 T55) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Spates Fabricators 85435 Middleton Street,1-henual CA ' ALPINE `*WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO MIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER NI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOH CHORD SHALL HAVE A PROPERLY ATTACHED ftIG to CEILING. **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TH TP 1; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AMD BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN eQFESSI _AQ� �n�(J�tl w tq M 17 W = " V V s T C TC BC B C L L DL DL L L 16.0 18.0 7.0 0.0 P S F PSF PSF P S F R E F DATE D R W C A -ENG R 7 9 5--57586 05/02/02 CAUSR795 N A H/ 02122070 C W C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORSTO * * T 0 T . L D . 41.0 PSF S E Q N - 15676 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OR AWING$ 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO MP ON E IIT OE SI GN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT IFOR 99ANSEPARTTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER drC �jf o� �C r � S OUR . FAC . 1.25 F R 0 M C C SPACING 24. Q " (CTRSLI5T-CITRUS COURSE LOT -15 - T56) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E ,BOT CHOFD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :W4 2x4 SPF 2100f -1.8E: :Rt Bearing Leg 2x6 SPF 1650f -1.5E: SPECIAL LOADS . ------(LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 68 PLF at 0.00 to 68 PLF at 4.63 TC From 60 PLF at 4.63 to 60 PLF at 22.46 BC From 14 PLF at 0.00 to 14 PLF at 22.46 W2X4 III W3X4 ** THE MAXIMUM HORIZONTAL REACTION IS 3340# ** DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 150.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. **DRAG** T5� W4 W2X4 111 W2X4 111 0-5-8 f" 1 4-7-83 8 3 4 9 0 4-9-15 4-1-5 4-5-12 3-9-15 4-9-0 4-9-15 3-11 9 0. 12 1_ 4-7-8 _I_ 17-4-8 _1 R=1109 W=5.5" Rh=3341/-3341 2-5-8 Over 2 Supports R=848 W=5.125" LOT 15 T56) PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTD)/UBC 1-6-8 T CA/2/-/-/-/R/- Scale 2-5-8 Ft. Spates Fabricators 85A35 Middleton Street, Thermal CA 11-0-12 E9 UI 10-0-12 2-6-8 T C T C L L D L 16.0 18.0 PSF PSF R E F R 7 9 5-- DATE 05/20/02 7 9 5 1 1 W4 W2X4 111 W2X4 111 0-5-8 f" 1 4-7-83 8 3 4 9 0 4-9-15 4-1-5 4-5-12 3-9-15 4-9-0 4-9-15 3-11 9 0. 12 1_ 4-7-8 _I_ 17-4-8 _1 R=1109 W=5.5" Rh=3341/-3341 2-5-8 Over 2 Supports R=848 W=5.125" LOT 15 T56) PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTD)/UBC CA/2/-/-/-/R/- Scale =.3125" Ft. Spates Fabricators 85A35 Middleton Street, Thermal CA — WARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO OR., SUITE 200. MADISON, XI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. O_Q W. �� L� P� `9 ri May 0 -002 T C T C L L D L 16.0 18.0 PSF PSF R E F R 7 9 5-- DATE 05/20/02 7 9 5 1 1 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO (l' B C D L 7.0 PSF D R W CAUSR795 02140009 ALP I N E BUILD TME TRUSSES IN CONFORMANCE WITH T 1; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN BC LL 0.0 PSF CA ENG NAH/GWH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AMD PAPER AS AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO f No. C 5800 5 * TOT. LID . 41.0 P S F S E O N - 16379 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERCF ANSI/TPI 11995 SECTION 2. Exp. 6-30.2006 dj. CIVIL• �P 9 D U R .FAC . 1 . 2 5 F R 0 M CC SPACING 24.0" == r M= r=== M r M M= M= M r M (CTRSLI5T-CITRUS COURSE LOT -15 - T57) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E POT CHORD 2x4 SPF 1650f -1.5E ' WEBS 2x4 HF Std/Stud :W4 2x4 SPF 2100f -1.8E: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 68 PLF at 0.00 to 68 PLF at 4.63 TC From 60 PLF at 4.63 to 60 PLF at 20.44 BC From 14 PLF at 0.00 to 14 PLF at 20.44 T 2-5-8 1 W3 HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. . Tse W2X4 III 4 X4 Wq 143X4 0.25 _142X4 III W3X5 — 143X5 = T 2-6-0 10-0-12 W4X8 = W3X4 = 145X8 — W3X5 = W2X4 III W3X5 = W2X4 III 4-7-8 3-8-3 I. 4-9-0 I 4 -10 -0? -6 4-5-12 3-9-15 aT 4-9-0 �rE 4-10-0 arE 2 6 10 I. 4-7-8 _I 15-9-13 1 20-5-5 Over 2 Supports J R=789 W=5.5" R=761 (CTRSLI5T-CITRUS COURSE LOT -15 - T57) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 5c CA/2/-/-/-/R/- Scale =.375" Ft. S tesFabricators 85435 Middleton Street,'I1lennal CA RE EXTREME CARE (HANDL NG INSTALLING G AND BR CIIING)HANPUIBLISHEDIBY TPI INSTALLING *BRACINGWARN NG*REFERRTO HSIB -91S PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `*IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C 01ESS'Q Q� y� �.� W qs0 Ma 7 y� C = TC T C B C LL D L D L 16.0 1 8. 7.0 0 PSF P S F P S F REF R795- -57588 DATE 0 5102102 D R W CAUSR795 02122072 ALPINE BUILD TME TRUSSES IN CONFORMANCE WI TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH AEST PPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �L B C L L 0. 0 P S F CA -ENG N A H/ C W C HE CONNECTORSON AREPUBL MADESOFD20GATASTMMA653AGR40RGALY. STEEL. EXCEPT AS NOTED. TAPPLYAL PICONNECTORS TO * TOT . L D. 41.0 P S F S E O N - 15686 Alpine Engineered Products, Inc. P B Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7. TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIMEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS coil ANSI/TPI F1995NSECTIONCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER /� ` t O! pA,,{ ! {r � D U R .FAC . 1.25 F R 0 M C C SPACING 24. 0 " M==== M M= M r M w M M M= M (CTRSLI5T-CITRUS COURSE LOT -15 - T58) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E POT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :W4 2x4 SPF 2100f -1.8E: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 68 PLF at 0.00 to 68 PLF at 4.63 TC From 60 PLF at 4,63 to 60 PLF at 18.44 BC From 14 PLF at 0.00 to 14 PLF at 18.44 T 2-5-8 1 W3 W2X4 III HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X5 W2X4 III ' 4-7-8 3-8-3 31E 4-9-0 31E 5-4-10 4-5-12 3-9-15 T 4-9-0 T 5-4-10 1— 4-7-8 _I_ 13-9-13 _I 18-5-5 Over 2 Supports R=715 W=5.5" R=687 T 2-5-8 10-0-12 (CTRSLI5T-CITRUS COURSE LOT -15 T58) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 5c CA/2/-/-/-/R/- Scale =.375" Ft. SpPates Fabricators 85-435 MiddletonStree[,TllemlalCA ALPINE "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO MIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS oTNERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRASPECING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN QQ.UESS��'rf �%% �N W �./f1 a� May {y U OC �f�f Th TC TC BC BC LL DL DL LL 16.0 18.0 7.0 0.0 PSF PSF PSF PSF REF DATE DRW CA -ENG R795 05/02/02 CAUSR795 N A H 57589' 02122073 / C W C T OR SAT I ARE PUB ISHED CONNECLPINE 20GATASTMMA653AGR40REST G ALV ANSTEELERE%C EPTIASI NOTED ' ID TA PPL YACONNECTORS TO * T 0 T . L D . 41.0 PSF S E 0 N - 15688 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPOANSINENTPI 1 F01995ANY SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER /� % C O! A��`�0 ! {r s D U R .FAC . 1.25 F ROM CC SPACING 24. 0 " kbIRALIJI -L, 11RUJ 1,VURaC LVI-1D - IDtO) TOP CHORD 2x4 SPF 1650f -1.5E POT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :W4 2x4 SPF 2100f -1.8E: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 68 PLF at 0.00 to 68 PLF at 4.63 TC From 60 PLF at 4.63 to 60 PLF at 16.44 BC From 14 PLF at 0.00 to 14 PLF at 16.44 T 2-5-8 W3 W2X4 III Ulla UWU rKLrAKLU rKVrl LwirUILK mrui tLVAUa & Vll'ILIYal Vlla7 a---- i HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. T59 4 F X4 W4 143X4 = 0'25 _ W2X4 III W3X5 13 T :;;�I, 2-5-0 10-0-12 W08 - W3X4 - W3X8 = W2X4 III W3X4 = W2X4 III 4-7-8 3-8-3 1 4-9-0 I 3-4-10 _I 4-5-12 3-9-15 E 4-9-0 �rE 3-4-10 4-7-8 ,I_ 11-9-13 _I fE 16-5-5 Over 2 Supports R=640 W=5.5" R=614 59) LOT 15 T59))/UBC PLT TYP. Wave TPI -95 Design Cri(terialSTTPITSTDCQUBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Spates Fabricators 85435 Middleton Street, Thermal CA - ALPINE `"WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 111STITUTE.583 DONoDR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL MA A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION C0HTNACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING,. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Q�pFESS/0,y,� �eY w C �� �/.f ` �� ay �y W OC 6=.7 r TC T C B C B C LL D L D L L L 16.0 18.0 7.0 0.0 P S F PSF PSF P S F R E F DATE D R W C A -ENG R795--57590 05/02/02 CAUSR795 N A H/ 02122074 C W C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPS. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * T 0 T . L D . 4 1 .0 P S F S E Q N - 15690 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 11995 SECTION 2. f C r D U R .FAC . 1. 2 5 F R O M CC SPACING 24.0'1 M M M M = M M M M M M M r M M M M M M (6IKSL151-L11KUS LUUKSE LOT -15 - T60) TOP CHORD 2x4 SPF 1650f -1.5E SOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :W4 2x4 SPF 2100f -1.8E: SPECIAL LOADS ------(LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) .TC From 68 PLF at 0.00 to 68 PLF at 4.63 TC From 60 PLF at 4.63 to 60 PLF at 14.44 BC From 14 PLF at 0.00 to 14 PLF at 14.44 T 2-5-8 W3 W2X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMI11LU BY IKU » MrK HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 4 X4 ; W2X4 III W4 0.25 _ W3X5 13 T 2-4-8 10-0-12 W4X8 = W3X8 = W2X4 III W3X4 - W2X4 III 1 4-7-8 4-11-11 I 4-10-2 f I 4-5-12 5-1-7 arE 4-10-2 1E-1 3 1 L. 4-7-8 I 9-9-13 I I E 14-5-5 Over 2 Supports R=565 W=5.5" R=540 Tion ho) LOT 15 T60))/UBC PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTDCQUBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Spaces Fabricators 85435 Mid dletonStreet,nemlalCA A L P I N E "WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUTURAL PANELS, BOTTOM CHORD SHALL HAVE A No ATTACHED RIGID CEILING. _IMP ORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE MI TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AHD BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN p O�OFEJS�Q ` tl �y w `sp W. C c _ Ma i a TC T C B C p B C LL D L D L LL 16.0 18.0 7.0 0.0 PSF PSF P S F P S F REF R795 57591 DATE 05/02/02 D R W CAUSR795 02122075 CA -ENG N A H/ C W C CONNECTORSAT AREON PMADESOFD20GABY TASTMHE MA653AGR40REST AND PAPER A SSGALV. STEEL, EXCEPT AS NOTED'. T APPLYALP IN E CONNECTORS TO TOT . LD. 41.0 PSF S E Q N - 15692 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING 111DICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CONPOONSNT1F/995NSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �►S D U R . FAC. 1.25 FROM cc SPACING 24.0 " M M M r M i s M M M M i M s M M M M M (CTRSLI5T-CITRUS COURSE -LOT -15 - T61) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x4 SPF 1650f -1.5E 1. WEBS 2x4 HF Std/Stud :W4 2x4 SPF 2100f -1.8E: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 68 PLF at 0.00 to 68 PLF at 4.63 TC From 60 PLF at 4.63 to 60 PLF at 12.44 BC From 14 PLF at 0.00 to 14 PLF at 12.44 T 2-5-8 143 W2X4 III HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 4 X4 W4 0.25 _ W2X4 III 143X4 13 T 2-4-0 10-0-12 W4X8 = W3X8 = W2X4 III W3X4 - W2X4 III i< 4-7-8 _ 4-11-11 I 2-101 _I I 4-5-12 T 5-1-7 arE 2-10-2 1— 4-7-8 I 7-9-13 I IE 12-5-5 Over 2 Supports R=491 W=5.5" R=467 Thi PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTD)/UBC LOT 15 T61) 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Spades Fabricators 85435 Middleton Street, Thenal CA A L P I N E 7 Alpine Engineered Products, Inc. Sacramento, CA 95828 "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MAD ISOII, XI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPOIIS18LE FOR ANY DEVIATION FR THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES iN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, III ST AL LING AND BRACING OF TRUSSES. TN IS DESIGN CONFORMS MIT H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNECTORSIAR E0 N PMADESOFD20GATASTHMA653AGR40REST GALtl ANSTEELERE%CEPTiASINOTEDND TAPPL YACONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING IIIDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CCOMPONEEANSI/TPNTIFOR99ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER e�OFESS/p (�(y� ` � ��►� .A�W. �, y �+� Ma a Y {y �L Gi NO. * w f CIY11. w■�,tQ r YN ` S * TC TC B C B C TOT LL DL D L L L . L D. 16.0 18.0 7.0 0.0 4 1 . 0 P S F PSF P S F P S F P S F R E F R795--57592 DATE 05/02/02 D R W CAUSR795 02122076 C A -ENG N A H / C W C S E O N - 15694 D U R FAC. 1.25 FR0M CC SPACING 2 4 . 0 " tbIKJL101-L.11KUJ L.UUKJC LUI-10 - 103) TOP CHORD 2x4 SPF 1650f -1.5E :T2 2x4 SPF 2100f -1.8E: ¢OT CHORID 2x6 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :W5 2x4 SPF #1/#2: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 76 PLF at 0.00 to 76 PLF at 11.85 BC From 20 PLF at 0.00 to 20 PLF at 11.85 BC 430 LB Conc. Load at 4.88 , BC 710 LB Conc. Load at 10.10 T 2-5-8 W3 W2X4 III 11113 UWU YKtrAKLU rKVPI L.VMrVILK INN LII tLVAU3 6 V1MLIV31UIV3) 3UDI-111ILu HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 3.7 r— X4 0.23 _ W3X8 (A) T2 T 2-3-10 4l5 10-0-12 W010 = 142X4 III W3X7 =_ W06 4-11-7 6-10-12 al 4-9-11 7-0-8 I_ 4-11-7 _I_ 6-10-12 I 11-10-3 Over 2 Supports R-926 W=5.953" R=1351 r (CTRSLI5T-CITRUS COURSE LOT -15 - T63) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Spates Fabricators 85-035 Middleton Street, Thermal CA "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO CHORD ATTACHED THESE SCHORDESNALLHHAVESA pFESS/p � �QQ W. TC T C ILL D L 20.0 18.0 PSF P S F R E F R795--57594 DATE 05/02/02 STRUCTURAL PANELS. BOTTONPERFORMING PH0PERLYDATTACHEOGIDACCILLL ING,PROPERLY /f =z ALPINE **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEtl IATION IRON THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. IN IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �� Md 7 -vy yV �C C� 5 r BC B C DL ILL 10.0 D. 0 PSF P S F DRW CAUSR795 02122078 C A -ENG N A H/ C W C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT. L D . 4 8.0 P S F S EON - 15700 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS I60 A-1. THE SEAL 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT1 FOR ANSECTION PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER wpm C pf CA1�E D U R .FAC . 1 . 2 5 FROM C C SPACING 2 4 . 0 " (CTRSLI5T-CITRUS COURSE LOT -15 - T62) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E BOT CHOfD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :W4 2x4 SPF 2100f -1.8E: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 68 PLF at 0.00 to 68 PLF at 4.63 TC From 60 PLF at 4.63 to 60 PLF at 9.33 BC From 14 PLF at 0.00 to 14 PLF at 9.33 T 2-5-8 1 W3 W2X4 III HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X4 W3X4 = 4-7-8 4-8-8 4-5-12 4-10-4 4-7-8 I 4-8-8 I -4-0 Over 2 Supports R=373 W=5.5" R=355 (CTRSLI5T-CITRUS COURSE LOT -15 T62) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5c CA/2/-/-/-/R/- Scale =.375" Ft. Spates Fabricators 85A35 Middleton Street, Thermal CA "WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED p �FESSl��I wNW, C Fy T C TC L L DL 16.0 18.0 P S F PSF R E F R 7 DATE 9 5-57593 05/02/02 ALPINE STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICAi1NG, HANDLING, SHIPPING, INSTAL AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN V' May i �V p� V NC, r B C B C D L L L 7.0 0.0 P S F PSF D R W CAUSR795 CA -ENG 02122077 N A H / C W C CON N ECTLP 1 14 E 0R SC AT I AREPMADESOF DBY 20GATASTMMA653AGR40REST GAL V' D PA P STEELER E% CEPTI AS NOTEDND TAPPL YACONNECTORS TO * TOT . L D . 41.0 PSF SEAN - 15696 Alpine Engineered Products, Inc. Sacramento, CA 95828COMPONENT EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A - Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI1 FOR ANSECTION U IiV CIY11. �' /� t Q�AA�`f0 D U R . FAC . 1.25 FR0M CC SPACING 24.0" kbJRJL1J1-UI1nUJ %.UURJC LUI-10 - 104) TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :W4 2x4 SPF 2100f -1.8E: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 68 PLF at 0.00 to 68 PLF at 4.63 TC From 60 PLF at 4.63 to 60 PLF at 7.38 BC From 14 PLF at 0.00 to 14 PLF at 7.38 T 2-5-8 1 W3 W2X4 III 41— X4 ; W4 0.25_.3X4 = __j T 2-2-12 10-0-12 W4X8 W2X4III W3X4 W3X4 �4-7-8-2-9-0�7-8-2-9-00 4-5-122 104-5-12 2 10-12 1 1_ 4-7-8 _I_ 2-9-0 _1 i< . —7-4-8 Over 2 Supports R=298 W=5.5" R=284 InIJ UWU rMLrAMLO rKUPI UUPIYUILM 1nYUl (LUAUD 6 UI r1LnJ1 UIYJ) JU131-111IL1I D1 I-- r — HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (:�Tidf:D LOT 15 T64) PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTDCQUBC 19 .5c CA/2/-/-/-/R/- Scale altesFabricators 85A35 Middleton Street, Thermal CA ALPINE NG AND BRACINGNG`REFERRTO NIB 9USSES 0UIR(HANOLING INSTALE EXTREME CARE LING AND BR ACING)HANPUBLiSHEO BYPT I 11I(TRUSSIPLATE INSTITUTE, 583 D'OHOFRIO OR., SUITE 200, MAOI SON, NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL 'AMCLS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY' FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRASP CING OF TRUSSES. THIS DESIGN CONFORMS HITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �FESSI QQ. �i� y. W C May 7 i V i TC T C BC p C LL D L DL L L 16.0 18.0 7.0 0. 0 PSF P S F PSF P S F REF DATE DRW CA -ENG R795- -57595 05/02/02 CAUSR795 02122079 N A H/ C W C CONNECTORS AREPMADESOFD20GABY TASTMHE MA653 AGR40RGALV. STEEL, EXCEPTEST AND PAPER AS NOTED. TAPPLYALP CONNECTORS TO * TOT . L D . 41.0 PSF S E O N - 15702 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A - Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT TFOOR ANSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1-1995 w Ar Vr Y s D U R .FAC . 1 .25 FROM C C SPACING 2 4. 0 " rr rr rr �r rr rr r rr rr rr �r rr rr rr r rr rr rr rr t16IK3L. 131-LIIKUJ LUUKJt LUI-13 - Ibb TOP CHORD 2x4 SPF 1650f -1.5E ,BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. #1 HIP SUPPORTS 4-7-8 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. T 2-5-8 1 W3 W4X4 = W3X4 W2X4 III 4-7-8 2-9-0 �I 4-5-12 2 10-12 1 I_ 4-7-8 _I_ 2-9-0 _1 i -- —7-4-8 Over 2 Supports R=417 W=5.5" R=513 IWIJ UWU YKtVAKtU 1'KUM LUMPUItK IINrUI tLUAUJ & UIMCNJIUNZoJ JUDMII ICU DI IKU33 nr n. HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT. REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. IN LIEU OF STRUCTURAL PANELS, USE PURLINS TO BRACE ALL FLAT TOP CHORDS AT 24" OC. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. (CTRSLI5T-CITRUS COURSE LOT -15 T65) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 1 5c CA/2/-/-/-/R/- Scale =.375" Ft. Spates Fabricators 85A35 Middleton Street, Thermal CA ALPINE G AN D BRAC—WARIlGNG*REFEflRTO HIB 91USSES u1fl(HAlOLING INSTALLFEME CARE NING AND BRACIpGIHANPUBLISMEO BY IN(TRUSSIIPLATE INSTITUTE. 563 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL -HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG CEILING. " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU ILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN OFESS/ QQ� �i� �y �,� n• '� C \ Md 17 i o? Ny � � �C TC LL T C D L BC DL B C ILL 16.0 18 7.0 0.0 . 0 PSF PSF PSF P S F REF 8795--57596 DATE DRW CAUSR795 C A -ENG 05/02/02 02122080 N A H / C W C 7 CONNECTORS AREPMADESOFDBY 20GATASTMHE MA653AGR40REST AND PAPER GALY. STEEL. EXCEPT ASON) AND NOTED. T APPLYALP IN E CONNECTORS TO * TOT . LD. 41 . 0 P S F S E O N - 15704 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USEOF THIS CAOMPOTEENTPI 1FOR ANSECTIONCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CIY11. s C p A Of w�Q�`" r Y D U R .FAC . 1. 2 5 F R O M C C SPACING 24.0 " m mm = m mm = m m == m m m mm (I. I KDL 101-(. 11 KUJ UUUKJt LUI-10 - Ibb TOP CHORD 2x4 SPF 1650f -1.5E ,BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud 0-5-8 W2X4 - W2X4 III W2X4 (A1) 3-5-1 2-9-11 0- -12 r 4-2-0 1 2-2-8 I �--6-4-8 Over 2 Supports R=274 W=5.5" R=249 T 2-7-0 10-0-12 IHIJ UWb PKLPAKLU FKUM CUMPUItK 1NFUI (LUAU) 5 U1MtNJ1UN3) 3UISMIII[17 UT IKU33 mrK. HANGER REQUIRED FOR REACTION SHOWN AT SUPPORT, REFER TO MANUFACTURER PUBLICATIONS FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 66) LOT 15 T66))/UBC PLT TYP. Wave TPI -95 Design Cri(terial5TTPITSTDCDUBC 1 .5c CA/2/-/-/-/R/- Scale =.375" Ft. Spaces Fabricators 85-035 Mid dletonStreet,nermalCA —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 D'ONOFRIO DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TPERF 0 R "' NG THESEO ATTACHED STRUCTURAL PANELSFUBOrToMSCHORO SHALE LLHHAVESA PROPERLYDATTACHED RIGIDALL HAVE CEI LIN G. cc O�OFEJ�I�Q ` d y� �\pp W C TC T C LL D L 16.0 18.0 PSF P S F REF R795 DATE 05/02/02 57597 ALPINE **IMP IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS BESIGN CONFORNS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN May y� r }y� OC B C BC D L LL 7.0 0.0 PSF PSF D R W CAUSR795 CA -ENG N A H 02122081 /CWC MHE AMA653 ERICAGR40R GALV. STEELEST AND A EXCEPT AS NOTED ND TAPPL YAL E PIN CONNECTORSSPECIFICATAREON PMADESOF020GABY T ASTMCONNECTORS TO * T 0 T . L D . 41.0 PSF S E Q N - 15706 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS BESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AO510 EENTIFOR99ANSECT10NCULAR BUILDING IS THE RESPONSIBILITY OF THE 8UILDING DESIGNER, PER 2. �r CMI. J� ar wQ r 4 S V D U R . F A C . 1 .2 5 FROM C C SPACING 2 4. 0 " M = = = = i M = = = = = M = i r LIKJL1DI-L11KU3 L,VUKJt LVI-lb - Ib/ TOP CHORD 2x4 SPF 1650f -1.5E ,BOT CHOFD 2x6 SPF 2100f -1.8E WEBS 2x4 HF Std/Stud SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 76 PLF at 0.00 to 76 PLF at 8.50 BC From 20 PLF at 0.00 to 20 PLF at 8.50 BC 595 LB Conc. Load at 0.06, 1.94, 3.94, 5.94 BC 1016 LB Conc. Load at 7.94 H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. I MIJ UWb I'KtPAKtU I-KUM 6UM1'U ItK INI'UI (LUAU) & UI MtNJI UINJ) Suomi itu of IKUd] r,rn 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_na11s) TOP CHORD: 1 ROW @ 12" O.C. BOT CHORD: 1 ROW @ 6" O.C. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. T W2X4 III 142X6 T 1.5 142X4 (A 3) 1 6-4 0-5-8 10-0-12 W3X4 (R) III W2X4(A3) 0 12 3-1-7 I 5-2-13 I 8-6-0 8-6-0 Over 2 Supports R=1948 H=Simpson LUS214-2 R=2324 W=5.5" Girder is (1)2X12 min. DF -L (CTRSLI5T-CITRUS COURSE LOT -15 - T67) PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC CA 2 R - $paleS Fallricators 85-435 Middleton Street, Thermal CA **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON• M1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED• TOP CHORD SHALL HAVE PROPERLY ATTACHED L� �O P ,T C T C ILL OIL 2 0.O 18 .O P S F P S F STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. May 002 *•IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED m BC OIL 10 0 P S F PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 0: :O . ALPINE BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, III ST AL LIAND BRACING OF TRUSSES. THIS DESIGH CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 P S F Alpine Engineered Products, Inc. Sacramento, CA 95828 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AILD PAPER ASSOCIATION) AND TPI. ALP IHE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL PER RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 11995 SECTION 2. # No. C 58005 Exp. 6-30.2006 CIVII- a\P Q �OF CA05C T 0 T . L D . 48 .0 P S F D U R .FAC . 1 .25 SPACING 24.0 „ Scale =.375"/Ft. REF R795--79512 DATE 05/20/02 D R W CAUSR795 02140010 CA -ENG NAH/GWH SEON - 16405 FROM CC n 0 W8rR"rW'**' GENERAL Familiarity with the CONSTRUCTION DESIGN DOCUMENTS, the TRUSS DESIGN DRAWINGS, and TRUSS PLACEMENT PLANS (if required by the CONSTRUCTION DESIGN DOCUMENTS) is required to properly erect, brace, and connect the trusses to the building system. All of the care and quality involved in the design and manufacture of wood trusses can be jeopardized if the trusses are not properly handled, erected, and braced. THE CONSEQUENCES OF IMPROPER HANDLING, ERECTING, AND BRACING MAY BE A COLLAPSE OF THE STRUCTURE, WHICH AT BEST IS A SUBSTANTIAL LOSS OFTIME AND MATERIALS, AND AT WORST IS A LOSS OF LIFE. THE MAJORITY OF TRUSS ACCIDENTS OCCUR DURING TRUSS INSTALLATION AND NOT AS A RESULT OF IMPROPER DESIGN OR MANUFACTURE. .Prior to truss erection, the builder/erector shall meet with the erection crew for a safety and planning meeting, making sure each crew member understands his or her roles and responsibilities during the erection process. TEMPORARY ERECTION BRACING Trusses Bre not marked in any way to Identity the frequency, or location of temporary erection bracing. All temporary bracing shall comply with the latest edition of Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses (HIB), pub- lished by the Truss Plate Institute, and/or as specified in the CONSTRUCTION DESIGN DOCUMENTS prepared by the building designer. PERMANENT TRUSS BRACING Permanent bracing for the roof or floor trusses is the responsibility of the building designer and should be shown on the CONSTRUCTION DESIGN DOCUMENTS. Permanent bracing locations for individ- ual compression members of a wood truss are shown on the TRUSS DESIGN DRAWINGS, and shall be installed by the building or erection contractor. This bracing is needed for the proper performance of individual trusses within the roof or floor system. The design and connection of the bracing to the truss and then to the overall building system is the responsibility of the building designer, and is in addi- tion to the permanent bracing plan, which is also specified by the building designer. SPECIAL DESIGN REQUIREMENTS Special design requirements, such as wind bracing, portal bracing, seismic bracing, diaphragms, shear walls, or other load transfer elements and their connections to wood trusses must be considered separately by the building designer, who shall determine size, location, and method of connections for all bracing as needed to resist these forces. UNLOADING & LIFTING AVOID LATERAL BENDING NEVER HANDLE TRUSSES FLAT Beginning with the unloading process, and throughout all phases of construction, care must be taken t0 avoid LATERAL BENDING of trusses, which can cause damage to the lumber and metal connector plates at the joints. USE SPECIAL CARE IN WINDY WEATHER. IF USING.1 CRANE WITHIN 10 FEET OF AN ELECTRIC LINE, CONTACT THE LOCAL POWER COMPANY. IF USING A CRANE WITHIN 5 MILES OF AN AIRPORT, CONTACT THE AIRPORT 30 DAYS PRIOR TO ERECTION TO LEARN ABOUT ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. JOB SITE HANDLING BEGINNING THE ERECTION PROCESS It is important for the builder or erection contractor to provide substantial bracing for the first truss erected. The two or more busses making up the rest of the first sct aro tiod to and rely upon tho first "GO for stability. Likcw6a, oftor this first cot of trusses Is adequately cross -braced, the remaining trusses Installed rely upon this first set for stability. Thus, the perform- ' bar for ® once of the truss bracing system depends to a great extent on how well the first group of trusses is braced. larger trusses GROUND BRACE - EXTERIOR GROUND BRACE - INTERIOR One satisfactory method ties the first unit of trusses off to Another satisfactory method where height of building or ®®® a series of braces that are attached to a stake driven Into ground conditions prohibit bracing from the exterior is to -� the ground and securely anchored. The ground brace Ile the first truss rgidly in place from the Interior at the Q ® ltt itself should be supported as shown below or it is apt to floor level, provided the floor Is substantially completed buckle. Additional ground braces In the opposite direc- and capable of supporting the ground bracing forces. tion, Inside the building, are also recommended. Securely fasten the first truss to the middle of the build - ALL TRUSSES SHOULD BE PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY Note: locate ground braces ing. Brace the bracing similar to exterior ground bracing Proper banding and smooth ground allow for unloading of trusses without damage. This should be for first truss directly in line shown at left. Set trusses from the middle toward the antl done as close to the building site as possible to minimize handling. DO NOT break banding until instal-*45 ith all rows of top chord con- of the building. Property cross -brace the first set of truss. lation begins. Hand erection of trusses is allowed, provided excessive lateral bending is prevented.nuous lateral bracing (either as before removing floor braces and setting remaining P 9 P emporary or permanent). trusses. i 2nd' 3rd & 41h trusses r First truss i 4 minimum Temporary support wall or temporary scaffolding (helps when Installing First truss to be well long .,.or an trusses) Ground bras braced before erection of additional units. Brace the bracing Ground bracing Bea, g for Trusses ea DO NOT STORE UNBRACED BUNDLES UPRIGHT DO NOT STORE ON UNEVEN GROUND Latem ooC� Ground stakes Minimum Two 1 S 71,cP�� a �vrp1S Double Headed Nails aoa" SO 2x4 minimum size Next d + ° s,m dxaon.umpwna n,w This level represents O 1 1l2' enetretion ground floor on single I, U story applications O N Chord If Trusses are stored vertically, they shell be braced Ina If trusses are stored horizontally, blocking should be used INADEQUATE SIZE OF BRACING MATERIAL OR INADEQUATE FASTENING IS A MAJOR CAUSE p tipping toppling. y s q. / OF ERECTION DOMINOING. manner that will 'event ti in or to lin Generally, on eight to ten loot centers, or as required, to minimize / F ` cutting of the banding is done lust prior to installation. lateral bending and moisture gain./ / CARE SHOULD BE EXERCISED WHEN REMOVING BANDING TO AVOID -DAMAGING TRUSSES. Z' TAT ERECTION TOLERANCE 7 During long term storage, trusses shall be protected from the environment in a manner that provides ( ` Length Length for adequate ventilation of the trusses. If tarpaulins or other material is used, the ends shall be left open 4 t1' =11 for ventilation. Plastic is not recommended, since it can trap moisture. Lesser of Length` HOISTING ,/ m1° $ or Bob Length 32'1032' =1' Length 32'& ova, =1' 5t, Plumb or Length 32' &over = V Length 32' &over = V - — Q —Complying with erection tolerances is critical to achieving an acceptable roof or floor line, AND TO ACCOMPLISHING ALL TRUSSES THAT ARE ERECTED ONE AT A TIME SMALL BE HELD SAFELY IN POSITION a EFFECTIVE BRACING. Setting trusses within Tolerance the first time will prevent the need for the hazardous practice of BY THE ERECTION EQUIPMENT UNTIL SUCH TIME AS ALL NECESSARY BRACING HAS BEEN W respacing or adjusting trusses when root sheathing or roof purlins are installed. Trusses leaning or Dowing can cause nails muse INSTALLED AND THE ENDS OF THE TRUSSES ARE SECURELY FASTENED TO THE BUILDING. Q of dommiss the top WHEN SHEATHIen NG, aching is applied,SURNAILSnd to cumulativeDRIVEN INTO sses OPhe CHORD OiF Tch HE TRUSSES. S. �: � of dominoing. WHEN SHEATHING, MAKE SURE NAILS ARE DRIVEN INTO TME�MORD OF THE TRUSSES. Q W BRACING o -- - � o t LU L ! he 03 t m I DO NOT INSTALL TRUSSES f DO NOT WALK ON DO NOT WALK ON TRUSSES AVOID LATERAL BENDING Q ' i ONTEMPORARILY UNBRACEDTRUSSES OR GABLE ENDS LYING FLAT I w \A CONNECTED SUPPORTS a i direction 60° Q I All anchors, hangers, tie -downs, seats, bearing ledgers, of nailing nails Or 0' etc., that are part of the supporting structure shall be �A brace 60° / ( ecouretely'antl properly placed and permanently ,Y. Or less W attached before truss Installation begins. No trusses U) j _ shall ever be installed on anchors or des that have tem- / r O f direc of a pons y connections to the supporting structure. i oor f flection Approximately Approx. Te line orce 'NAILING SCABS TO THE END OF THE'BUILDING TO . ."I If r +� 9 X Cti nailing BRACE THE FIRST TRUSS IS NOT RECOMMENDED. 1/2 truss length / 1/2 truss length All nailing of bracing should be done so that nails are Tagline up to 30 feet up to 30 feet m NAILS IN WITH driven perpendicular to the direction of force, as shown WELL NAILED (PARALLEL TO FORCE) at right. - (PERPENDICULAR TO FORCE) Truss sling is acceptable where these criteria are met. II J L_ - . . u_ SPREADER BAR SPREADER BAR TOE IN TOE IN TOE IN TOE IN Approx. 1/2 to 2/3 i I_ Appro12 to 2/3 �I truss length s 1��•/ I f truss len�l Up l0 60 feet up to 6011h.., Tagline Use spreader bar in ALL other cases. It should be noted that the lines from the ends of the spreader bar "TOE IN"; if these lines should "TOE OUT" the truss may fold in half. STRONGBACKI $TRONGBACK/ SPREADER BAR SPREADER BAR Appus length 314 1 I APProx. 2ingt 3/4 Truss len 0 ��_II IIf' �-- truss length Ta line over 60 feet over 60 feet 9 Tagline feet, it i t r in excess of 60 ee s recommended that a strongback/spreader reader ba be For lifting trusses with spans 9 P 9 bar should be attached t the to chord an w tubers used as illustrated. The strongback/spreaderac ed o e p d web me at intervals of approximately 10 feet. Further, the strongback/spreader bar should be at or above the mid -height of the truss to prevent overturning. The strongback/spreader bar can be of any material with sufficient strength to safety carry the weight of the truss and sufficient rigidity to adequately resist bend- ing of the truss. BRACING REQUIREMENTS FOR 3 PLANES OF ROOF Temporary erection bracing must be applied to three planes of the roof system to ensure stability: Plane 1) Top Chord (sheathing), Plane 2) Bottom Chord (ceiling plane), and Plane 3) Web Member plane or vertical plane perpendicular to Crosses. 1)TOP CHORD PLANE. Most important to the builder or 2) BOTTOM CHORD PLANE. In order to hold proper erection contractor Is bracing in the plane of the top sparing on the bottom chord, temporary bracing is rec- chord. Truss top chords are susceptible to lateral buckling ommended on the top of the bottom chord. before they are braced or sheathed. Top Cho Continuous Web Web members lateral bracing Continuous lateral bracing Continuous lateral Bottom Chord"Diagonal ratio bredMinimum 2x4x10' ng Bottom Chord 9 Minimum 2x4x10' S' lateral bracing lapped lateral bracing lappedwar two trusses at .s over two trusses a ' to 10' • each end. each end. 45' 201 Connect end 20' , Not to scale. of bracing to rigid Diagonal bracln suppon or add diagonal repeated every 0' at bredng at approximately 20' 45' angle to trusses' Intervals (repeat at both ends).' ' Long spans, heavy toads or other spacing configurations EXACT SPACING BETWEEN TRUSSES SHOULD BE may require closer s'pacin g b etween la teral bracing an tl MAINTAINED AS BRACING IS INSTALLED to id the closer intantraIs between a on ts. Consult the building hazardous practice of removing bracing to adjust Spec. designerHIB DSB (Recommended Design SP�fcao Metal -Plate ConnWood Ing.This ea of'adIustin s do -can cause trusss to �rsTsemooryWBTCaAnsg Tor7uss Technology for Builders topple if connections ere removed at the wrong time. Temporary Bracing flyer. DIAGONAL OR CROSS -BRACING IS VERY IMPORTANT! 3) WEB MEMBER PLANE. 'X" BRACING, AS SHOWN, IS CRITICAL IN PREVENTING TRUSSES FROM LEANING OR DOMINOING. REPEAT AS SHOWN TO CREATE A SUCCESSION OF RIGID UNITS. Continuous X -bracing lateral bracing Web members max. max. X -bracing should be installed on vertical web members wherever possible, at or near lateral bracing. Plywood sheathing may be substituted for X -bracing. DO NOT USE SHORT BLOCKS TO BRACE INDIVIDUAL TRUSSES WITHOUT A SPECIFIC BRACING PLAN DETAILING THEIR USE Cog Web members °�eN2 Brathe BRACING REQUIREMENTS USING THE PondL bracing SAME PRINCIPLES APPLY TO PARALLEL CHORD TRUSSES "s Bottom chords Note: Top chords and some web members are not shown, In order to make drawings more readable. STACKING MATERIALS DO NOT PROCEED WITH BUILDING COMPLETION UNTIL ALL BRACING IS SECURELY AND PROPERLY IN PLACE NEVER STACK MATERIALS ON UNBRACED OR INADEQUATELY BRACED TRUSSES NEVER STACK MATERIALS NEAR A PEAK e NEVER STACK MATERIALS ON THE CANTILEVER OF ATRUSS I & single s NEVER OVERLOAD SMALL GROUPS OR SINGLE TRUSSES. POSITION LOAD OVER AS MANY TRUSSES AS POSSIBLE. UQN NEVER CUT ANY STRUCTURAL MEMBER OF A TRUSS. Platform must be rigidly braced P Proer distribution of P construction materials is a must during construction. wall Aaetable over Poad bearing wall Always stack materials over two or more trusses. Not to exceed 4'0' maximum from bearing . 4'0' . 4'0' Roofing and mechanical contractors are cautioned to stack materials only along outside supporting members or directly over Inside supporting members. Trusses are not designed for dynamic loads (i.e., moving vehicles). Extreme care should be taken when loading and stacking construction materials (rolled roofing, mechanical equip- ment, etc.) on the roof or floor system. Bleepers, ISI Panel point II Sleepers for mechanical equipment should be located at panel points points) or over main supporting members, and only on trusses that have been designed for such loads. CAUTION NOTES Errors In building lines and/or dimensions, or errors by others shall be corrected by the contractor or responsible con. I struction trade subcontractor or supplier BEFORE erection of trusses begins. Cutting of nonstructural overhangs is considered a part of normal erection and shall be done by the builder or erection con- tractor. Any field modification that Involves the cutting, drilling, or relocation of any structural truss member or connector plate shall not be done without the approval of the truss manufacturer or a licensed design professional. The methods and procedures oWined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses SAFELY M place in a completed structure. These recommendations for bracing wood trusses orginate from the collective wow dome of leading technical personnel In the wood truss industry, do must, due to the nature of responsibilities krwNed, be presented only as a GUIDE for use by a qualified building designer, builder, or erection contractor. Thu% the Wood Truss Council of Amorke expressly disclaims any responsibility for damages arming from the use, application, or reliance on the reconanendatio s and Informa- tion comalned herein. Selected taxi and figures referenced or reproduced from HIB and DSB by permission of the Truss Plate Institute, Madison, WI. WOOD TRUSS COUNCIL OF AMERICA One ViTCA Center 6300 Enterprise Lane Madison, WI 53719 608/274-41349' 606/274-3329 fax wtcafelwoodtruss.com - www.woodtruss.com Copyright O 1986-2001 wood Truss Council of America SYM ABOUT (P1) 12" Mtn: 24" Max. TYP. NOTCH - @ 24" O.C. 3.5" Hatt. 0-1-0 Irony brace (S) lint) ledger too led er _ 0-0-0 - DATE 7/20/93 or I1" O.C.) \-• Max. UIl'I'LIX)I(1:11 SYM ABOUT (P1) 12" Mtn: 24" Max. 24" \Y�� Max. Outlooker... --� If- (Si) End r �r rr rr rr rr . 1 A.. In,f oulnpl 1111 I1S ItAftr QiV, n.Qlf (stn uu v (117TA It 'Cl- 1100 f FinterIn 7 -.__ Outlooker Gable end culo0 118ta11 "0" 71. / 2X4 FL11 r betty* (G) Gable end destyn based on 00 MPII Detail "A"- wind A" wind load, exposure "C" at 0-20 Ft. J mead 1leight. 1 ' ZX Ledyor --"' (C) 1X4 contlnuous lateral bracing for brace (strongback) member longer than 72". Attach at midpoint of each brace Strongback _ CON 14/2-Od common nails. braced at 60" O.C. TRUSSES (OI Option to web platlnu tl: -se (31-2" HRIICING DETAIL / U �N) 2X4 F.L. 111 or BTR wire staples (0.072 Ola./15 GA. ) toe - (G) I' Stronybnck brace nniled thru chord Into web b thru web Into chord on one face for a total of 6 staples. (P1), (SI), 6 (111) must (0) I.) be plated. IT) Refer to Simpson Catalog C-9211-1 for \ product attachment specification (attach Ledger A35 in F1 direction). Max. I U �y 0 - I:I \` ISM ----�\ - \, (111) CONTINUOUS SUPPORT NOTE: 'I'hls detail may be used for (PI) Peak plate to match common trusses. (SI) Splice plate to match common trusses. trusses with pltched H.C. also. (111) Ileel plate to match common trusses. (K) Slincing for 114 = 71.0" o.c. Slinn to match common troisse^. I NOTE: Chords to be 2X4 Fir-Lnrcli 112 Minlmtim SEON-- 50006 t (•� alrll[ Unal<H,tn rautNL'IS, Irf. t� unK.`•t3 nlnVpK Lauf"!: Unt 1_3 f=7 d 11 11•IPonTANT x 11 S,IAtt "II 11l n ( WAFlI NN111 IlnrSa llT,• IS„I0K1111 /Ul. b1/ G VKr111N1 ,1N1 ` C C-3 17-77 r\ 7_71 177-71 /-7 nr.1111n11 Inn" 1.111 Irtsit" WI 114.M M ICirlCAlltNrl. nn Irl! 1111.1lilt•- Sit, 11111.91 of I'll. Ctt 1111e Or.ticl. ��I`� "•�� 17=1 1.-1 1_:) �I IAILIr< to oult0 1,4 Inns to clNNell"Anft Vill' 11111111 61 11.1 Inn /INIIIIOIIIt 31•ff.l AL 1'tn"II.1111 INIAI;III r( �S f_,I 1=1 Itrll,l (01I1(C10"S Int "I n( d i011A CALIF. Slt(t 111.(1111f. ASI" 011111t"(I115. UN(Ss 011f1Wi5t I1.11(A lin. I t-- r� 1. 1 1=I A416 en 1 VQrI IS 191110. rrltr rnlacr.Inn7 111 rAcn rArr Ilr Umnn SuAll of tAitnAltt AMAMI .Ih, I•nn1 n oWe 4384S nLi� I NC L1 IIAISS AW blltss allf.n+1st % K•tlol Ila "IIS InSICI1. I'OSI111111 SnLf.IKo 1'11.11110 SIItAI,lpf.. 00110" CI10 No• CO rl o cm.tclolll rtn tr11.nlcs ne, re c Irea-r, utslc11 su,onNls 1m 1•.1nr(1ar An.uno Indo cutuc -- stt Co,00n" ./ArrtlVblt movis10.15 tr 111/ t 11.1. An U,e111tin•S Atnpll Ir CIMCAt N•n.11 11/I/911 roll. r11o1•en T(IUSS '�' lilt 0•I Inls itn..11q Arlsits to II( CUw,Or<111 1N n1f 1111 IN'111 nnl.Ait AI•I•t ICA11011. ILL11511 . rtr•( V .0 ,/' CIV Iy r=1 =I 1_=-A A� l 111 wal. nal slaw 1.11 at ntut0 trn" w "Ir as<n .er. otlleu w 11< muss t,Kelwn u."nAf1I.I, fjF' C �C (=jo A=�r-=) =70 ' ' --Irl - ITISS !1611 "51111111. 041S - 19,11 11AlIn1u1 nrslcn 91CIrICA110n (Irl rOIN cnrmic11a1 plgtg___ Max. Web Length _ 1X3" 2-0-0 UP 0-1-0 Irony brace (S) lint) ledger too led er _ 0-0-0 - DATE 7/20/93 or I1" O.C.) \-• -- A3!i ��t: UIl'I'LIX)I(1:11 1•edller _..-... C OL (U) CIII'1'lillln (11111.1 to ver �-•-'l14 (K) TOT.LO. w/2. -10d „ills) - Gal) IC / UCTAIL 'n' IT) PITCH _ VARIES 24" \Y�� Max. Outlooker... --� If- (Si) End r �r rr rr rr rr . 1 A.. In,f oulnpl 1111 I1S ItAftr QiV, n.Qlf (stn uu v (117TA It 'Cl- 1100 f FinterIn 7 -.__ Outlooker Gable end culo0 118ta11 "0" 71. / 2X4 FL11 r betty* (G) Gable end destyn based on 00 MPII Detail "A"- wind A" wind load, exposure "C" at 0-20 Ft. J mead 1leight. 1 ' ZX Ledyor --"' (C) 1X4 contlnuous lateral bracing for brace (strongback) member longer than 72". Attach at midpoint of each brace Strongback _ CON 14/2-Od common nails. braced at 60" O.C. TRUSSES (OI Option to web platlnu tl: -se (31-2" HRIICING DETAIL / U �N) 2X4 F.L. 111 or BTR wire staples (0.072 Ola./15 GA. ) toe - (G) I' Stronybnck brace nniled thru chord Into web b thru web Into chord on one face for a total of 6 staples. (P1), (SI), 6 (111) must (0) I.) be plated. IT) Refer to Simpson Catalog C-9211-1 for \ product attachment specification (attach Ledger A35 in F1 direction). Max. I U �y 0 - I:I \` ISM ----�\ - \, (111) CONTINUOUS SUPPORT NOTE: 'I'hls detail may be used for (PI) Peak plate to match common trusses. (SI) Splice plate to match common trusses. trusses with pltched H.C. also. (111) Ileel plate to match common trusses. (K) Slincing for 114 = 71.0" o.c. Slinn to match common troisse^. I NOTE: Chords to be 2X4 Fir-Lnrcli 112 Minlmtim SEON-- 50006 t (•� alrll[ Unal<H,tn rautNL'IS, Irf. t� unK.`•t3 nlnVpK Lauf"!: Unt 1_3 f=7 d 11 11•IPonTANT x 11 S,IAtt "II 11l n ( WAFlI NN111 IlnrSa llT,• IS„I0K1111 /Ul. b1/ G VKr111N1 ,1N1 ` C C-3 17-77 r\ 7_71 177-71 /-7 nr.1111n11 Inn" 1.111 Irtsit" WI 114.M M ICirlCAlltNrl. nn Irl! 1111.1lilt•- Sit, 11111.91 of I'll. Ctt 1111e Or.ticl. ��I`� "•�� 17=1 1.-1 1_:) �I IAILIr< to oult0 1,4 Inns to clNNell"Anft Vill' 11111111 61 11.1 Inn /INIIIIOIIIt 31•ff.l AL 1'tn"II.1111 INIAI;III r( �S f_,I 1=1 Itrll,l (01I1(C10"S Int "I n( d i011A CALIF. Slt(t 111.(1111f. ASI" 011111t"(I115. UN(Ss 011f1Wi5t I1.11(A lin. I t-- r� 1. 1 1=I A416 en 1 VQrI IS 191110. rrltr rnlacr.Inn7 111 rAcn rArr Ilr Umnn SuAll of tAitnAltt AMAMI .Ih, I•nn1 n oWe 4384S nLi� I NC L1 IIAISS AW blltss allf.n+1st % K•tlol Ila "IIS InSICI1. I'OSI111111 SnLf.IKo 1'11.11110 SIItAI,lpf.. 00110" CI10 No• CO rl o cm.tclolll rtn tr11.nlcs ne, re c Irea-r, utslc11 su,onNls 1m 1•.1nr(1ar An.uno Indo cutuc -- stt Co,00n" ./ArrtlVblt movis10.15 tr 111/ t 11.1. An U,e111tin•S Atnpll Ir CIMCAt N•n.11 11/I/911 roll. r11o1•en T(IUSS '�' lilt 0•I Inls itn..11q Arlsits to II( CUw,Or<111 1N n1f 1111 IN'111 nnl.Ait AI•I•t ICA11011. ILL11511 . rtr•( V .0 ,/' CIV Iy r=1 =I 1_=-A A� l 111 wal. nal slaw 1.11 at ntut0 trn" w "Ir as<n .er. otlleu w 11< muss t,Kelwn u."nAf1I.I, fjF' C �C (=jo A=�r-=) =70 ' ' --Irl - ITISS !1611 "51111111. 041S - 19,11 11AlIn1u1 nrslcn 91CIrICA110n (Irl rOIN cnrmic11a1 plgtg___ Max. Web Length _ 1X3" 2-0-0 UP 0-1-0 3X4s 1 13-6-0 SPF 15.6.5 2X4 Max. Length Mg. Length N/strongback lumber grade- without bracing (N) brace (S) STANDARD A-2-0 _ 0-0-0 - nEV 15.6.5 SCALE - 0.5000 DESIGN CnIT: UBC nEF 8304 49442 - NTC LL 30.0 PSF DATE 7/20/93 or rC OL 15 .0 PSF OnHG C0108 C OL (U) 5.0 PSF CA- ENG %!!to * TOT.LO. 50 .0 PSF 0/A LEN. VAIIICS__ / uun.FAC. 1.15 PITCH _ VARIES SPACING— - - --- ITYPE GABLE END Job: 11 /. 111P JACK RAFIER OETAM RIPPED 2X61 11119 ONO. FAON LUMBER GRADES TC TCDL— IMAX SUM _ TCLVTC`DL 16% : 30'IE_ MAX SET13K SPF mor-iAe• X6/7 = 23/ a U -U-0_ a 0-0-0 4 0-4-0 SPF- 2100P-1.99 16/7 = 231 0-10-0 1684 = 301/ " NOTEI MAXIMUM SETBACK IS PROM INSIDE OF BEARINGS. PLATINGIPITCN 2.82-3.00 3.00-4.60 4.50-6.00. • y �y61 3X8 3X7 3X6 C 3X5 3X8 3X5 3 8 3X5 3X8 •" CANTILEVER HEEL "I 3X4 PLATES OVER SUPPORTS 2X4,'2X6, 2X8, 2X10 BLOCK FL GRADE 2.82 "-• 6.0.v- (A)! .0.v (A)! 2X6 HIP RAFTER DETAIL 11118 IIIPJACK DESIGNED TO 8t1'PORT CONVENTIONALLY FRAMED RAPIERS. (SS) SHIM ALL SUPPORTS SOI -ID TO BEARING. CONVENTIONAL FRAMING 18 NOT IRE RESPONSIBILITY OF TILE TRUSS DESIGNER, PLATE FIANUFACIURER, NOR 'TRUSS FABRICATOR. PER80N8 ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAM/N0. (NO) NO OVERCUTTINO ALLOWED ON RIPPED CHORD. DEFLECTION CRITERIAI LIVE LOAD � L/240 TOTAL LOAD - L/180 ' 2X4 EXTENSION TO BE SUPPORTED (C) ) EVERY 2-0-0. VARIES Mi'm ' P 11C11 1 —+ 1 VARIER WIT" PITCH OVER 11 M"OR1s R . 3471. MAX r 1.5." 4111 R 6941 MAX W . 1.5" ,MIN :'LT. TYP - ALPINE NNIMPUIITANTNNAtnn4 119114tato I+IIMIutn. Ill". WAIINING"nfAu9lteuel4 tnntlt etnt t✓l t't r� O O (1411 IIOI ft "[Sae"91111 ren A11f IM IlAltl 1114, IF1,t110N As OtstlNoa/ (010" tells Memo en tett! 4rccerictltaH, 011 UH enAC"q, sit SAW111 lir file. Set "lls 0ES1r r-� il=l ,1414,,, to luno u" 1nVs9 IM Ca/0Mt1[t ■illi 09fe11 til file, Fell A00111arA1, 2 ICIAL 1`l-1,41[111 e-ACItoo C. -I AtP111t CantCfOnt fret MITI lir SOCA little. deft M11110 A91H Oulnt1t1111, tAltts endwise Itin ICA1t0. 1`_.f Cl t� t� 1449 al 111CtP1 At 111110. AMg1 C0114CIOn9 10 CAF," FAC1 Of CIg1t1 911111 OF tlltlIALU OnActO 111111 P CI ALP INE o I"V9I Altl 4tt9t 011tf"ll" locA110 pl 11119 0111411 ros111011 til Ar1Apt0 Klwood 91iA11111m. 0011491 1 C-7 9=1 COtuttlafs 111 o -•rub! 1". 190 t 1114•►• 0191011 iltlbArlls ■1111 I"O"Imf At1ALIto Illclo Ct Il IFlO -- ill 1 , C0leent 01` Atrtlt.l0lt rPevlstan a IUs t Ito. All 1140 WEtn's 1tr11t Ittl.110sl ul'eA1t OMIIII It" lows - TSS11U = st At of 111111 tM MAID 1/1\11/ 19 Ill COW0111111 DEPICKO Itnt OnIVAU Arlt ICAlla1. Ilns"sli A Cort Of tells 1" alt, AID 11141t 1101 1t /tl Ro "I IFI ANF O11tn •AI. 0[91CN 10 Ill IIVs9 trtcllal Ca11 nACla1, I011,119 otAll IIn1111111. IU9 - Ittl itA11O1lAe Mslrrl y1`Cif ICAs loll FOn le1len1 Curl-.1nlr,f Inn •• RAISED FEEL •» (B) (P) BLOCK PLATE 2X4 -- 2X6 2X6 — 2X6 2x6 -- 2X10 2X10-- 2x12 • y �y61 TC LL PSF REon795-90581 Epi TC OL LOADING- PSF DATE 06/20/95 No. 3 BC OL SEE PSF URN CU 119 8C LL ABOVE PSF CA -ENG POC CIVIN. TOT.LD. PSF 'Evr j` OUn.FAC. I.25 LU,^ ,LArI.1. sI eYWi�1 00n1S PRu.rAlMuN CARR INIhTiIIADS HIR. -- STANDARD RSID- ueN11 r IRn IR._ STANDARD JACK DETAIL (REPLACES 00101. CDIOIA) DESIGN CRITERIA: (1] v.) LIVE (CONSTRUCTION) LOAD DEFLECTION 11111111) TO L1180, LIVE (SNOW) LOAD DEFLECTION LIMITED TO L/240. TRUSSES SPACED AT 24. ON CENTER.' REPETITIVE MEMBER INCREASE (1.15) USED FOR BENDING STRESS. (LIVE LOAD OF 16 PST APPLIES ONLY TO ROOF PITCH AT LEAST 4:12 LIVE AND DEAD LOAD APPLIED 10 HORIZONTAL PROJECTION. I(•) 2x4 STD, STUD, /3 OR BETTER END VERTICAL WEB WITH W1.5X4 CONNECTORS REQUIRED IF UPPER BEARING POINT IS NOT USED. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. N1.5X4 11 12 Pitch II 1 RAFTER 11 W1.5X4 M W2X4(A1) s W3X4 FOR CEILING JOIST SPAN)8'0" 4--2 - 6SPAN VARIES MAXIMUM Maximum Rafter Span Table (Horizontal measure in FT -IN -SX) Ceiling Joist Rafter Pitch>4 Rafter (Pitch>4 Rafter Rafter Rafter Rafter Live Load (psf) 10 16 16 20 20 30 40 Dead Load ( sf) 5 10 15 10 15 10 15 Duration Factor 1.15 1.25 •" 1.25 ** 1.25 "" 1.25 ** 1.15 1.15 2X4 SPF #2 (S) 8-8-0 8-1-0 7-5-0 7-6-4 6-11.12 6-0-4 5-5-8 2X4 SPF #1 (S) B-11-4 8-4-12 7-7-8 7.9.8 7-5-0 6-2-4 5-7-6 2X4 SPF#I/(}2 (Canadian) 9.4-12 8-7-4 8.0.0 B-0.0 8-0-0 6.6-4 5-11-0 2X4 Item -Fir #2 9-2-0 8.5-12 B-0-0 8.0.0 8-0-0 6-8-0 5-9-4 2X4 Item -Fir ()1 9.7-8 9.0.12 8-2-12 B-4.12 8-0-0 6-11.8 6-0.12 2X4 Doug.Fir•Larch #1 10-0.4 9.2.4 8-5-0 8-6-12 8.6.0 6-11-8 6-3-12 2X4 Doug.Flr-Larch SS 10-5-0 9-9-8 9.0-4 9-1-0 8-6.0 7-2.8 6-6-12 2X4 MSR 1650f -1.5E 9-7-8 9-0-12 8-10-0 8-4-12 8-3.12 6-8-0 6-0-12 2X4 MSR 2100f -1.8E 10-2-12 9-7-8 9-7-8 8-11-4 8-11-4 7-1-0 6-5-4 2X6 SPF {I2/11em-Fir #2 13.1-12 11-10.0 10-10.0 11-0-4 10-2-8 9-1-12 8-2-4 2X6 DF -L 2 Hem-Flr 1 15-1-8 _ 12-7-0 11-4.4 11-8-6 10-10.0 9.8-12 8-8-4 2X6 Doug.Fir-larch #1 15-9-4 13-5-8 12-3-12 12-6-4 11-7-0 10-4-12 9-3-8 2X6 Doug.Flr-Lerch SS 16-0-0 15-4-12 15-1-0 14.3-8 14-2-8 11-4.0 10-3.12 2x6 MSR 1650f -1.5E 15-1-8 14-2-12 13-10-8 13-2-8 13-0-12 10-5-12 9.6.4 2X6 MSR 2100f -1.8E 16-0-0 15-1-8 15-1-8 14.0-8 14-0-8 11-1-12 1 10-1.8 PLT TYP. 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Il Rev. 0.1.00 GWII REF A795--54135 DATE 07/11/00 DRI.1 LAu�nrlr nol11:lln CA -ENG /GWII STANDARD JACK DETAIL SPACING 24.0' REPLACES ORN CDIOIA 1Y4X4, MIN. W1.5X3 TYP. 2x4 CHORDS 13 X -- ---- ---------------0 ----------a--- 1Y3X4, MIN. HIP FRAME-, 'R' HIP FRAME STOPS AT PLUMB CUT OF JACKS TO MAINTAIN PITCH CONTINUITY. HIP - FRAME* DETAILS 24" TYP, 2x4 PURLINS HIP FRAME COMMON TRUSSES STEPPED IIIP SYSTEM TRUSSES SET DACIC _ 1 N) J C ' BIHIP —a — s,�-31-PITCHED AND SHEATHED CHORD ARCA HIP FRAME* D B01"TOM CHORD W3X4, MIN. HIP FRAME• LUMBER IS SPF, SO. PINE, IIF, OR DFL STANDARD, STUD .GRADE, OR DE'IVER. SEE ENGINEER'S SEALED DESIGN FOR SE'T'BACK, LUMBER, PLATING, LOADING AND DURA'T'ION FACTOR REQUIRED. • THIS HIP FRAME MAY BE USED WITH A MAXIMUM 120 PSF WITH TOP CHORD LOADING, 'Iz' IIIP FRAME CHORDS MAY UE TRIMMED UP TO 2" TO FIT. PURLINS MUST DL IN'TAC'T' AND PROPERLY ATTACHED. RIIING-- IRUSSCS REOUIRC EXTREME CARE IN rAl )RACING. REr[R 111 111I-91 (NANDLING INSIALLM IIISIIIUIE. 500 D'UNIX'RIO DR.. SUITE 200, HAD f IU PERrIlRNN7G INEsr. r11NC1I61S. UNLESS Oil 'RLY AIIACIIED SIRICIIIRAL PANELS AND DUIIM PIG.■•INPORIANI■• VURNISII A COPY Or IVIS IC CNGIHCERED PRODUCIs. INC. SHALL 1401 DC RC JNI ANY FAILURE TO BUILD INE IRUSSCS IN CONI LING, SNIPPING, NISIALI.ING AND DRACING Or IRL ISIONS OF NDS INA IIUNAL DESIGN SPCCIrICAIION R ASSOCIATION) AND IPI. ALPINE CONNECIORS AR PI AS NOIED. APPLY CnNNECIURS IU EACIIfAC matfr+. POSITION CAN"CCIORS PCR DRAVINGS It PIANCC Or PRUrCSSIO NAL ENGINEERING RCSPUNSI fill SNUVN. 111E SIIIIABILIIY AND USE (IF 11115 I I "I SCOUS I OIL I 11-W—L!"111L W—!"111LDIlI"SIlL HJ U — ATTACH HIP FRAME TO FLAT CHORDS OF STEPPED HIPS AT ALL OVERLAPPING POINTS WITH 3—Od (0.131"X2.5") OR 2-10d (0.148"X3") COMMON NAILS. BOTTOM CHORD OF HIP FRAME TO BE ATTACHED 1'0 #1 }IIP WITH 10d COMMON NAILS 0 6" O.C. MAXIMUM SPACING. 1-1113 FRAME SECTION BB Ir u u u u u �— SE'1'UAC1C _ STEPPED HIP SYSTEM TRUSSES HIP FRAME! — PROVIDED BY 'TRUSS MANUFACTURER. HIP FRAME- IS DI-ACNED 1'0 PROVIDE BRACING FOR FLAT TOP CHORDS OF HIP FRAME SYSTEM WHERE INDICATED. STRUCTURAL PANELS MUST BE PROPERLY A17ACI-IED DIRECTLY TO HIP FRAME PURLINS. '1111S DRAWING REPLACES DRAWING CD126 [INU. IIANDLING, SINI'1'ING, INSIALLING ) BRACING). PUDLISIIED BY IPI (TRUSS QfESSIpi REF HIP FRAME VI. 50)19) FOR SAFETY PRAC)ICCS Q� SE INDICAIED. IUP CIRIRD SHALL NAVC Q,0 !�' DATE 06/25/99 ID N TOINE IALL IINSIALLAIIOII CONIRACIOR.D RIGID SIDLE FOR ANY DEVIATION rRON TINS y �• URWG IIIPFRAME0691 NCE VIM 1P1N OR rAIRICATING, -ENG DI.J/KAR DESIGN CONFORMS vItll APPLICAnLE IVIED BY WE AMERICAN FOREST AND IC Or 20GA ASTM A650 GA40 GALV. STEEL EXp. 2002 TRUSS AND, UNLCSS 0111CRVISC LOCATCO ON �' /� O_?, INC SEAL ON IIIIS DRAVING INUICAICS * ' fes' Y SULCLY FOR llIC tRuss CI1W'IDICNr CMI FOR ANY PARIICULAR BUILDING .lSIC1CL1J24LSCG1I�N � f' I FRAMED VALLEY DETAIL PARTIAL FRAMING PLAN COMMON .'TRUSSES AT 24" OC VALLEY RAFTERS RIDGE RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. (2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD (3) 16d BOX NAILS "43) 16d BOX NAILS, OE -NAILED liVlYllylVll ll\VJJL,J f1► A,Y VV (3) 16d BOX (2) 16d BOX NAILS, NAILS, TOE -NAILED TOE -NAILED (D) (A) CONVENTIONALLY (A) 2XG OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER (B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") (C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") (D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER (E) 2X4 VALLEY NAILER NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. (B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". (B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". FRAMED VALLEY DETAIL PARTIAL FRAMING PLAN COMMON .'TRUSSES AT 24" OC VALLEY RAFTERS RIDGE RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. (2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD (3) 16d BOX NAILS "43) 16d BOX NAILS, OE -NAILED liVlYllylVll ll\VJJL,J f1► A,Y VV (3) 16d BOX (2) 16d BOX NAILS, NAILS, TOE -NAILED TOE -NAILED (D) (A) (3) 16d BOX NAILS (D) (A) (SATED (B SHEATHING (C) (C) 4'0" TYP. (g) (3) 16d BOX GIRDER iE) NAILS, TOE -NAILED (2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS (3) 16d BOX NAILS, TOE -NAILED THRU. CRIPPLE INTO RATED SHEATHING FESS ' ITIS DRAWING REPLACES DRAWING V105-CONV N-VARNAND BRACING. TREFERS70[H18R91 (HANDLING INSTALLING FABRICATING, ACING)`IPUB IISIIEDNBY ITP11 (TRUSS �Q� �' y Fy C LL 30 30 40 PSF REF CONV. VALLEY PLATE INSTITUTE, 593 D'ONOFRIO OR., SUITE 200. MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS O111ERVISE INDICATED. TOP CHURD SHALL IIAV[ .o 20 15 7 PSF 06/25/99 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE DL DATE A PROPERLY ATTACHED RIGI CEILING. UNIMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. • C 4513 DL 10 10 10 PSF DRWG VALCONVF0699 ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS IGNI ANY FAILURE TO BUILD FABRICATING, IOFETRUSSESNEEDESIGNE WITH Tpij 6-702001 0 0 0 -ENG MLH KAR 1 HANDLING, SHIPPING.INSTALLINGHE NDTRUSSES BRAC NG CONOORMS VITHLICAOLE * LL PSF PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TIIE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL OT.LD. 60 ,f civivEXCE 55 57 PSF 'QEv 's 8 �� CWC THIS PDESIGNT AS , OPOSITION PCONNEC1nRSLY OPER RS T DRAWIINGSA60 ArCE t. RTIC SCAL ONUSS AND, L THISODRAWINGEINDICATES LOCATCOON %IE OF CAJA DUR.FAC. 1.25/1.11 1.15 1.15 ___JM_1hL_&a ACCEPTNCE OF PROFESSIONAL ENGINEERING RESPUNSIBILITY SOLELY FOR 711E TRUSS CUMPUNCNT DESIGN SIIOVN. THE SUITABILITY AND USE OF 11115 COMPONENT FOR ANY PARTICULAR BUILDING BUILDING DESIGNER- PER ANSI/Trl 1-1993 SECTION 2. SPACING SEE ABOVE 7-ALF0FNI1T__I-lTP PERMANENT BRACING DETAIL PERMANENT BRACING CRIPPLE SUPPORT LAYOUT STAR']' OF' TOP CHORD F'LA'T TOP CHORD. PURLINS. STAR']' OF' TOP CHORD EXX TENASI NS. (SLOPING ('TYPICAL (CONTINUOUS) EXXTENNASI) NS. (SLOPING SETBACK B SETBACK TO FLOLl I I COMMON HIP RAFTERS I TRUSSES I I I _ I I I I CALIFORNIA HIP 1 I I SYS'T'EM 'TRUSSES #1 HIP —L— I --------- BRACED BAY 1 F-7* SET N A S #1HIP ET BACK *S A BACK A ROOF' SHEATHING. PITCHED AND SHEATHED PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM B CHORD AREA. INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF' PERMANENT DIAGONALS FORMING o—CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP BRACED BAY AT THE #1 HIP CAN BE EXCLUDED WHEN ALL OF THE FOLLOWING CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD CONI)IT'IONS ARE MET: 1) THE CONTINUOUS TOP CHORD PURLINS ARE ATTACHED TO AND EX'T'ENDED TOP CHORD, USING 3 - 8d COMMON TOE NAILS OR 2 - lOd 'I'HE F'LA'P TOP CHORD OF THE #1 HTP. 2) THE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED STRUCTURAL PANELS.) COMMON NAILS 'THROUGH FACE. _ SECTION A—A SEC'T'ION B—B FIELD APPLIED OR BUILT -1N CRIPPLES CRIPPLE IN PLANE BUILT—IN CRIPPLES OR OF 'TRUSSES FIELD CRIPPLE SPACING CRIPPLE REFER '1'O ORIGINAL DRAWING SPACING COMMON FOR CRIPPLE SPACING. (B) CHORD EXTENSION (� F' (TYPICAL) (D) SETBACK (� #1#2 3 4 5 6 (B) (B) (B) (B) (D) (B) (D) (B # 1 HIP GIRDER SE'1� BACKS SEE CA—HIP ENGINEERING FOR JACK TYPE USED. NO'T'E: CONVEN'T'IONAL FRAMING AND/OR CRIPPLES ARE NOT THE (B) PURLINS SPACED 24"O.C. '1'YP. RESPONSIBILITY OF' THE TRUSS DESIGNER PLATE MANUFACTURER, ES ARE (CON'T'INUOUS 2X4) CAUTIONENOR D TO BSETEKTADVICEROFNA LOCAL (PROFE NG SIONALSENGINEER (C) CRIPPLES SPACED 48" O.C. '1'YP. REG*NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, NG PLATING, LOADING F'RAMING. AND DURA'T'ION F'AC'TOR REQUIRED. (D) BUILT—IN FILL CRIPPLES (HORIZONTAL MEMBER OPTIONAL) 'PHIS DRAWING REPLACES DRAWING CD110 xx WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING , CALIF. BRACE AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TI'1 (TRUSS �pFesslo TC LL I SF REF PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53/19) FOR SAfLTY PRACTICES TC DL I'SF DATE 06/25/99 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE Q W y PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI Ov , I3RCALHIF'0699 CEILING.«IMPORTANT•• FURNISH A COPY 01 THIS DESIGN 70 THE INSTALLATION CONTRACTOR. E� F AL19NE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS (�P �� BC DL I SF 01, DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIt OR FABRICATING, BC LL PSF —ENG HANDLING, SHIPPING, INSTALLING AND BRACING 01 TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THL AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARL MADE OF 20GA ASTM A653 GR40 GAL V. S E NO 5 T❑T.LD. * PSF EXCEPT A$ NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLLSS OTHERWISE LOC t• .6 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SLAL ON THIS DRAWING INDIC DURYAC. ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY TOR THE TRUSS COMPONLNT Mar 20 2000 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FCIR ANY PARTICULAR BUILDING SPACING il IS THE RLSPONSI BIL ITY OF THE BUILDING DESIGNER PER ANSI/TPI I-1995 SECTION a. �� OF ne11EW (KrUeui I - SLUI ILL, ULIAIL) DETAIL FOR TRUSSES OFFSET FOR 30" SCUTTLE OPENING. TRUSSES EACH SIDE OF SCUTTLE OPENING SHALL BE DESIGNED TO SUPPORT THEIR FULL TRIBUTARY LOAD. FOR AN OPENING OF 30", WITH TRUSS SPACING OF 24" ON CENTER, TRUSSES EACH SIDE SHALL BE DESIGNED FOR 28" O/C. (30 + 1.5 + 24) / 2 = 27.75. ADEQUATE SPAN -RATED DECKING SHALL BE USED. BLOCKING AS SHOWN SHALL BE INSTALLED IF THE TRUSS SPACING EXCEEDS THE SPAN -RATING OF THE DECKING MATERIAL, OR AT THE DISCRETION OF THE BUILDING DESIGNER. THIS DETAIL IS NOT TO BE USED IN CONJUNCTION WITH PULL-DOWN OR PERMANENT STAIRS. (B) BLOCKING LUMBER DF -L STUD (GREEN) OR SPF #2. ATTACH BLOCKING WITH TWO 10d COMMON (0.148X3") NAILS, TYPICAL. PARTIAL ROOF TRUSS LAYOUT IIIIJ I)Wb I'KLI'/UQU LKVM LUPII'UILK IIVruI (LVAU3 6 UIr1C1,a v1r ) SEE ORIGINAL DRAWING FOR LUMBER, CONFIGURATION, CONNECTOR SIZES, AND SPACING AND LOADING INFORMATION. TOP VIEW 24" TYPICAL BOTTOM VIEW L X30" ESS OPENING 24" 1 24 " 1 24 " I 24" 131 .5" I 24" I 24" I 24"I 31.5" 31.5" (R—Detail - T12A) PLT TYP. High Strength,Wave TPI -95 CA 2 1 R F SPpalales Fabricators 85435 Mid dletonStrcel,"lliermelCA `WARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACIIIG. REFER TO 111B-91 (IIANDLING INSTALLING AND ORALING), PUBI.ISIIEU BY IPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAOI SON, MI 53719), FOR SAFETY PRACTICES PRIOR To PERFORMING THESE FUNCTIONS. WILE SS 0IN RNI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT ACH ED STRUCIURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTAC TIED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DES IGII TO ill[ INSTALLATION CONTRACTOR. ALPINE ENGINEERED L� W t y PQ1.0 F� T C L L T C D L BC DL R E F DATE DRW R795--77901 01/04/02 CAUSR795 02004021 ALPINE PR ()DOS. INC. SHALL NOT BE RESPONSIBLE FDR ANY OEVIAT IOU FROM ]HIS DESIGN; ANY FAILURE To BUILD THE IRUSSES IN CONFORMANCE WITH TPI: OR FABRICA1111G. IIANDLING, SHIPPING. INSIAI.LIHG AND DNACING OF TRUSSES. THIS DESIGN COLIFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN No. 5 E , B C L L C A -ENG G W H Alpine Engineered Products, Inc. Sacramento, CA 95828 SPECIFICATION PUBLI SIZED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CO1,HECTORS IO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A,Z. THE SEAL ON THIS DRAWING IIID LCAT CS ACCEPTANCE OF PROFESSIONAL ENGINEER ING RESPONSIBILITY SOLELY FOR THE TRUSS CONPORENT DESIGII SHOWN. THE SUITABILITY AND USE OF IIS COHPOIIE14T FOR ANY PARTICULAR BUILDING IS IMC RESPONSIBILITY OF THE BUILDING DESIGNER, PER AHSI1TPI 11995 SECTION 2. * * .A CIVIL �OF C.�-IF� TOT . L D . S E Q N - 27046 FROM P S SPACING See above `N54EtTlpr � �1 TIMBER PRODUCTS INSPECTION, INC. dba GENERAL TESTING AND INSPECTION AGENCY 105 SE 124TH AVENUE VANCOUVER, WA 98684 We are an inspection agency recognized by the International Conference of Building Officials. Council of American Building Officials NER — QA275. This is to verify that: SPATES FABRICATORS, INC 85-435. MIDDLETON STREET THERMAL, CA 92274 is under our Audited Quality Control Program and has been since: 1 JUNE, 1990 We audit the production Quarterly under the Uniform Building Code Section 2304.4.4. I U TONY LEWIN MANAGER OF WESTERN TRUSS DIVISION •WAVE'" METAL CONNECTOR PLATE copy of the ANSI/TPI 1-1995 standard must be supplied to the FOR WOOD TRUSSES J'TOM es I C B Evaluation Service Inc Accredited by the American National Standards Institute ' be designed to transfer the required load without exceeding , . 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 the allowable load per square inch of plate contact area, as SUBJECT determined by species, the orientation of the teeth relative to n a subsidiary corporation of the International Conference of Building Officials ,EVALUATION REPORT ER -5352 Copyright © 2000 ICBG Evaluation Service, Inc. Reissued July 1, 2000 Filing Category: DESIGN—Wood (038) tion of the metal connector plate relative to the direction of the •WAVE'" METAL CONNECTOR PLATE copy of the ANSI/TPI 1-1995 standard must be supplied to the FOR WOOD TRUSSES building department when requested by the building official. ALPINE ENGINEERED PRODUCTS, INC. 2.3.1 Lateral Resistance: Each metal connector plate must 1950 MARLEY DRIVE AINES CITY, FLORIDA 33844 be designed to transfer the required load without exceeding the allowable load per square inch of plate contact area, as SUBJECT determined by species, the orientation of the teeth relative to ,1.0 WAVE "Metal Connector Plate for Wood Trusses. the load, and the direction of load relative to grain. Design for lateral resistance must be in accordance with Section 11.2.1 2.0 DESCRIPTION of ANSI/TPI 1-1995. Table 1 shows allowable lateral loads for the metal connector plates. 2.1 General: 2.3.2 Tension Resistance: Each metal connector plate The WAVE plate is a metal connector plate for wood trusses. must be designed for tension capacity, based on the orienta- The plates are manufactured from galvanized steel in various tion of the metal connector plate relative to the direction of the lengths and widths and have integral teeth that are designed load. Design for tension must be in accordance with Section to laterally transmit loads between truss wood members. 11.2.2 of ANSI/TPI 1-1995. Table 2 shows allowable tension Plans and calculations must be submitted to the building offi- loads (in units of pounds per lineal inch per pair of plates) for cial for the trusses using metal connector plates described in the metal connector plates, based on the net section of the this report. metal connector plates for tension joints, which is the allow - 2.2 Materials: able tensile stress of the metal multiplied by the metal con - nector plate tensile effectiveness ratio. The WAVE plate is manufactured from No. 20 gage [0.0356 inch (0.90 mm)] ASTM A 653-94 SQ, Grade 40, structural- 2.3.3 Shear Resistance: Each metal connector plate must quality steel with a hot -dipped galvanized coating designated be designed for shear capacity, based on the orientation of ' G60. The WAVE plate has slots approximately 0.50 inch (12.7 the plate relative to all possible lines of shear. Design for mm) long by 0.12 inch (3.0 mm) wide that have been punched shear must be in accordance with Section 11.2.3 of ANSI/TPI along the longitudinal axis of the plate. Each punched slot1-1995• The net section of the metal connector plates for heel forms two opposite -facing, sharply pointed teeth protruding at 'right angles from the parent metal. The punched slots are joints and otherjoints involving shear must be designed using the allowable shear values (shown in Table 3 in units of spaced approximately 1/4 inch (6.4 mm) on center across the pounds per lineal inch per pairof plates) forthe metal connec- width of the plate and approximately 1 inch (25.4 mm) on cen- for plates, which is the allowable shear stress of the metal ter along the length of the plate, with adjacent longitudinal multiplied by the shear resistance effectiveness ratios shown rows staggered 0.06 inch (1.5 mm). Connector plates are in Table 3. available in 1 -inch (25.4 mm) increments of width and length. 2.3.4 Metal Plate Reductions: Several allowable -load re - Minimum plate width and length are 1 inch (25.4 mm) and 2 duction factors forthe metal plates must be considered cumu- inches (51 mm), respectively. See Figure 5 for details of plate latively, when applicable, in the design of metal connector dimensions. plates used in fabricated wood trusses. The reduction factors There are 8 teeth per square inch (1.24 teeth per square to be considered cumulatively are as follows: centimeter) of plate surface. The length of each tooth, includ- 1. Allowable lateral resistance values for the WAVE metal ing the thickness of the parent metal, is approximately 0.41 connector plates must be reduced by a strength reduction (10.4 mm), and the width of each tooth is approximately factor, QR, shown in Table 4, when the plates are installed 'inch 0.12 inch (3.05 mm). The shank of each tooth is concave and in lumber with a single -pass, full -embedment roller sys- the tip of each tooth is twisted approximately 40 degrees with tem having minimum roller diameters equal to 18 inches respect to the plate width. (457 mm). This reduction does not apply to embedment 2.3 Allowable Loads: hydraulic -platen presses, multiple roller presses that use ' partial embedment followed by full embedment rollers, or Tables 1, 2 and 3 show allowable lateral loads, tension loads combinations of partial embedment roller/hydraulic-plat- and shear loads for the WAVE metal plate connectors. Also, en presses that feed trusses into a stationary finish roller. refer to Figures 1, 2 and 3 for load conditions. These values When trusses are fabricated with single -pass roller press - are based on the National Design Standard for Metal Plate es, the calculations for the truss design submitted to the Connected Wood Truss Construction, ANSI/TPI 1-1995. A building department for approval must specify the mini - r valuation reports ofICBO Evaluation Service, Inc., are issued solely to provide information to Class A members ofICBO, utilizing the code upon which the report based Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant The ICBG Evaluation Service, Inc., technical staff has reviewed the est results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBG Evaluation Service, Inc., express implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 5 Page 2 of 5 mum diameter of the roller press and the appropriate strength -reduction factor from this report. 2. Allowable lateral resistance values for the WAVE metal connector plates must be reduced by 15 percentwhen the plates are installed on the narrow face.of truss lumber members. 3. Allowable lateral resistance values must be reduced by 20 percent when the WAVE metal connector plates are installed in lumber having a moisture content greater than 19 percent at the time of truss fabrication. 4. Allowable lateral resistance values for WAVE metal con- nector plates installed at the heel joint of a fabricated wood truss must be reduced by the heel -joint reduction factor, HR, as follows: HR = 0.85 - 0.05 (12 tan 6-2.0) where: 0.65:5HR:50.85 6 = angle between lines of action of the top and bottom chords shown in Figure 4. This heel -joint reduction factor does not apply to conditions with top chord slopes greater than 12:12. 2.3.5 Combined Shear and Tension: Each WAVE metal connector plate must be designed for combined shear and tension capacity, based on the orientation of the metal con- nector plate relative to the directions of loading. Design for combined shear and tension must be in accordance with Sec- tion 11.2.4 of ANSI/TPI 1-1995. 2.3.6 Combined Flexure and Axial Loading: Metal con- nector plates designed only for axial forces are permitted as splices in the top and bottom chord located within 12 inches (305 mm) of the calculated point of zero moment. Design of metal connector plates located at splices in the top and bot- tom chord not located within 12 inches (305 mm) of the calcu- lated point of zero moment must include combined flexure and axial stresses. 2.4 Truss Design: Plans and calculations must be submitted to the building offi- cial for the trusses using metal connector plates described in this report. The truss design must show compliance with the code and accepted engineering principles. Allowable loads for the metal connector plates may be increased for duration of load in accordance with Section 2335.5 of the code. Cal- culations need to specify the deflection ratio or the maximum deflection for live and total load. For each truss design draw- ing, the following information, at a minimum, should be speci- fied by the design engineer: 5. Truss slope or depth, span and spacing. 6. Dimensioned location of truss joints. 7. Model, size and dimensioned location of metal connector plates at each joint. 8. Truss chord and web lumber size, species and grade. 9. Required bearing widths at truss supports. 10. Top and bottom chord live and dead loads, concentrated loads and their locations, and controlling wind or earth- quake loads. 11. Design calculations conforming to ANSI/TPI 1-1995 and any adjustments to lumber -and -metal -connector -plate al- lowable values for conditions of use. 2.5 Truss Fabrication: Plate connectors shall be installed by an approved truss fabri- cator who has an approved quality assurance program cover- ER -5352 ing the wood truss manufacturing and inspection process in accordance with Sections 2343.7 and 2343.8 of the code and Section 4 of ANSI/TPI 1-1995, National Design Standard for Metal Plate Connected Wood Truss Construction. The allow- able loads recognized in this report are for plates that are pressed into wood truss members using hydraulic or pneu- matic embedment presses; multiple roller presses that use partial embedment followed by full embedment rollers; com- binations of partial embedment roller/hydraulic or pneumatic presses that feed trusses into a stationary finish roller press; or, if the adjustment factors given in Table 4 are used, single - pass roller presses. When truss fabricators use single -pass roller presses, the rollers must have minimum 18 -inch (457 mm) diameters. Plates embedded with a single -pass, full -embedment roller press must be preset before passing through the roller press by striking at least two opposite corners of each plate with a hammer. 2.6 Identification: Each WAVE metal connector plate is embossed with the iden- tifying mark "WAVE" stamped into the parent metal. 3.0 EVIDENCE SUBMITTED Test data in accordance with National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1-1995. 4.0 FINDINGS That the WAVE metal connector plate for wood trusses complies with the 1997 Uniform Building Code', subject to the following conditions: 4.1 For the trusses using metal connector plates de- scribed in this report, plans and calculations must be submitted to the building official. 4.2 The metal connector plates are designed to trans- fer the required loads in accordance with the de- sign formulae in ANSI/TPI 1-1995. A copy of the ANSI/TPI 1-1995 standard must be supplied to the building department when this is requested by the building official. 4.3 The allowable loads for the metal connector plates must comply with this evaluation report. 4.4 Teeth of metal connector plates placed in knots, bark, pitch pockets, holes, and joint gaps are con- sidered ineffective. 4.5 Metal connector plates are installed in pairs on op- posite faces of truss members connected by the plates. 4.6 Trusses using metal connector plates described in this report must be fabricated by a truss fabricator approved by the building official in accordance with Sections 2311.6 and 2343.8 of the code. 4.7 Allowable loads shown in the tables in this report may be increased for duration of load in accord- ance with Section 2335.5 of the code. 4.8 Application of the allowable loads (shown in the tables in this report) for metal connector plates em- bedded in lumber treated with fire -resistive chemi- cals is outside the scope of this report. 4.9 Where one-hour fire -resistive rating is required for trusses using WAVE connectors, see evaluation re- ports ER -1632 and ER -5640. This report is subject to re-examination in one year. 1 1 I Page 3 of 5 ER -5352 TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES FOR THE WAVE- METAL CONNECTOR PLATEt For SI: 1 inch = 25.4 mm, I psi = 6.89 kPa. tSee Figure 1 for a description of plate orientation. 'The tabulated values are for a single plate. The values are doubled for plates installed on both faces of a joint if area is calculated for a single plate. 3Metal connector plates must be installed in pairs on opposite faces of truss members connected by plates. °For metal plates rated by the semi -net area method, the end distance of 1/2 inch, measured parallel to grain, must be excluded when determing the metal plate coverage for each member of a joint. See Figure 2 for examples of joints affected by the mandatory reduction of plate coverage. ' Load_ _ _ = _ _ Load Load LUMBER SPECIES DIRECTION OF GRAIN AND LOAD WITH RESPECT TO LENGTH OF PLATE2.3 PLATE MODEL Species Specific Gravity AA EA I AE IEE Allowable Load Per Plate (pounds per square inch of plate contact areaF IIIIIIIIIIII METAL PLATE VALUES RATED BY GROSS AREA METHOD Douglas fir 0.49 206 156 145 153 Hem -fir 0.43 164 109 106 124 WAVE' Southern pine 0.55 206 158 163 170 Spruce -pine -fir 0.42 159 109 106 118 METAL PLATE VALUES RATED BY SEMI -NET AREA METHOD4 Douglas fir 0.49 275 195 145 153 Hem -fir 0.43 208 134 106 124 Southem pine 0.55 275 195 163 170 Spruce -pine -fir 0.42 208 130 106 118 For SI: 1 inch = 25.4 mm, I psi = 6.89 kPa. tSee Figure 1 for a description of plate orientation. 'The tabulated values are for a single plate. The values are doubled for plates installed on both faces of a joint if area is calculated for a single plate. 3Metal connector plates must be installed in pairs on opposite faces of truss members connected by plates. °For metal plates rated by the semi -net area method, the end distance of 1/2 inch, measured parallel to grain, must be excluded when determing the metal plate coverage for each member of a joint. See Figure 2 for examples of joints affected by the mandatory reduction of plate coverage. ' Load_ _ _ = _ _ Load Load Load 1 AA Orientation EA Orientation Load Load ' 111111 � _ w 111111 _ — W 1 Load Load AE Orientation EE Orientation FIGURE 1—PLATE ORIENTATIONS Ilflllllilll IIIIIIIIIIII �;4 �• :f31 Load 1 AA Orientation EA Orientation Load Load ' 111111 � _ w 111111 _ — W 1 Load Load AE Orientation EE Orientation FIGURE 1—PLATE ORIENTATIONS Page 4 of 5 ER -5352 For SI: 1 inch = 25.4 mm. FIGURE 2—END DISTANCE REDUCTION REQUIREMENTS FOR SEMI -NET AREA METHOD TABLE 2—ALLOWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS FOR THE WAVE" METAL CONNECTOR PLATEI PLATE MODEL DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE 2 0° 190° 1 0° 90° Allowable Tension Load (pounds per linear Inch per pair of plates) Tension Load Efficiency Ratio WAV E - 895 1 849 0.512 10.486 For SI: 1 psi = 6.89 kPa. I See Figure 3 for a description of plate orientation. 2The length of plate refers to the dimension of the longitudinal axis of the area of the plate from which the plate teeth were sheared during plate fabrication. Length L Load _ _ _ _ Load Load ---— 3 F 4 Width L (a) 00 Plate Orientation (b) 900 Plate Orientation FIGURE 3—PLATE LENGTH AND WIDTH FOR TENSION ORIENTATION Load TABLE 3—ALLOWABLE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR THE WAVE' METAL CONNECTOR PLATE . MEN Mr -r -rot 0° 70° 1 60° 1 90° 120° 150° 0° 70° 60° 90° 120° 150' MODEL Allowable Shear Load (pounds per linear Inch per pair of plates) Shear Load Efficiency Ratio WAVE " 656 1 861 1 969 1 567 1 529 1 556 0.563 1 0.739 1 0.832 0.487 0.454 0.477 (a) 00 Plate Orientation (b) 900 Plate Orientation FIGURE 3—PLATE LENGTH AND WIDTH FOR TENSION ORIENTATION Load TABLE 3—ALLOWABLE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR THE WAVE' METAL CONNECTOR PLATE . For SI: I psi = 6.89 kPa. DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE PLATE 0° 70° 1 60° 1 90° 120° 150° 0° 70° 60° 90° 120° 150' MODEL Allowable Shear Load (pounds per linear Inch per pair of plates) Shear Load Efficiency Ratio WAVE " 656 1 861 1 969 1 567 1 529 1 556 0.563 1 0.739 1 0.832 0.487 0.454 0.477 For SI: I psi = 6.89 kPa. IPage 5 of 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TABLE 4—ALLOWABLE LATERAL LOAD ADJUSTMENT FACTOR, OR, FOR THE WAVE- METAL CONNECTOR PLATE INSTALLED WITH MINIMUM 18 -INCH -DIAMETER SINGLE -PASS ROLLER PRESSES ER -5352 For SI: I inch = 25.4 mm. IThe QR value for the lumber species specific gravity of 0.49 applies to all wood species combinations with average published specific gravity of 0.49 or lower, and the QR value for the lumber species specific gravity of 0.50 applies to all lumber species combinations with average published specific gravity of 0.50 or higher. © E FIGURE 4—HEEL JOINTS TO WHICH THE REDUCTION. FACTOR, HR, APPLIES 4 Plate Length 0 0 0 0 o a a a o 0 0 0 Plate Width C C 1 r__\1 in (25.4' nn) o.c. 0.5 in (12.7 nn) between slots offset between slot length adjacent slots 0.06 in (1.52 nn) For SI: 1 inch = 25.4 mm. b 0.25 in (6.35 nn) o.c. between slots L 0.12 in (3.05 nn) Slot width 0.0356 in (minimum) PLATE AVAILABLE IN INCREMENTS OF 1 IN (25.4 rlrt). FIGURE r—WAVE PLATE- DIMENSIONS • LUMBER SPECIES DIRECTION OF GRAIN AND LOAD WITH RESPECT TO LENGTH OF PLATE PLATE MODEL SPECIFIC GRAVITY1 AA EA AE EE WAVE' 0.49 0.815 0.885 0.815 0.885 0.50 +-0.870 0.905 0.870 1 0.905 For SI: I inch = 25.4 mm. IThe QR value for the lumber species specific gravity of 0.49 applies to all wood species combinations with average published specific gravity of 0.49 or lower, and the QR value for the lumber species specific gravity of 0.50 applies to all lumber species combinations with average published specific gravity of 0.50 or higher. © E FIGURE 4—HEEL JOINTS TO WHICH THE REDUCTION. FACTOR, HR, APPLIES 4 Plate Length 0 0 0 0 o a a a o 0 0 0 Plate Width C C 1 r__\1 in (25.4' nn) o.c. 0.5 in (12.7 nn) between slots offset between slot length adjacent slots 0.06 in (1.52 nn) For SI: 1 inch = 25.4 mm. b 0.25 in (6.35 nn) o.c. between slots L 0.12 in (3.05 nn) Slot width 0.0356 in (minimum) PLATE AVAILABLE IN INCREMENTS OF 1 IN (25.4 rlrt). FIGURE r—WAVE PLATE- DIMENSIONS •