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0001-006 (SFD) Truss CalcsA'13 H I 7iS T AA N A RANCHO LAQUINTA LOT #31. kkhh,._..7/20/00 R S- iftrBIGlUD RESIDENTIA16 COMMERCIAL 6 FLOOR TRUSSES 85-435 MIDDLETON STREET, .THERMAL CALIFORNIA 92274 CO {TY OF LA. QU{NTA OFFICE: (760) 397-4122 *=FAX: (760).397-472: BUILDING &SAFETY DEPT. www.8pates.com:. APPROVED FOR CONSTRUCTION DATE vp BY LIT S� 'M ECHANICAL'INSTALL�ATION .. .... . . 'p°a°nBY F 10' a �~ yy Nb Y. bva lwpfl �f.AfD' Truss spans greater than 60'. rrftm. Ktr.Yb 1w 10'TeQ s leas than 30'. T'f U_ um Spread. Moral. Toe b Tab m1Q1u1f- f llme�bueldr 1 Mb Nf1.e� Tag liu mefb.Orlff' K b N f1� Truss .spans greater than 60'. ' lm dten.eQd bW -T, © .. .. Wu 9peefer B. . . Tw In Tab 1 ' AOr X b Mtue le.1Yf1 1.r sun. egvl sow Tep Truss Spans 30' to 60'. __ WARQDo trot I�n�eWss�,w(th �� greaterthan 36 by tha:peak. � � . 1 ` GROUND BRACINGBSYSTEM � , lga i f � �(BUILDINONIffi RIOR oee TOPC T"l ay.ued Atlfd.u.A b �. EM Well End Wef !if Pon � Top Dw rl alxbnp OrouW 61eq ve.tlf� (4� 01'9 1 road e1eEe����. d 6ee.4 ^ l,Y.d(teQ1 dTnul.e O � IEEt h 8bu1(Bn 6eeWp Or.uM Siete / ' DMen 0revna slate. T"" lb.W.Aw n me.m. .en tkeupb Br.Ree lNll REVIEWED G RE�71S1 ANt�RESUBI�IIY - [] REJECtEb )] FURNISH A5- CORRECTE0. - Correction3 or comment3 mode on the shop drarirx ai during this review do not relieve contractor from corn plionce 4ith -requirements of the drawings and t ' specifications. This check is only for review of genercA o conformance with the design concept of the project • nnd, neneral, compliance with the information given Jn the contract documents. The contractor is responsible W for: confirming and correlating oil quantities and 775 r O dimensions; selecting fabrication processes and techriigww of construction; coordinating his work -with that -df ail 'other trades; and performing his work in O sob and �/ 1 r ; sotisfactory monner. �T� U o ' I w U This review of tniss drawings fres veriHe�:, �j I, That the truss configurations (i.e. 2-p6irlt beaii .9 x c d 3 -point bearing) (ire consistent with the-st-uc- i DRAG Fil + b t:rral design.^^. m 2. T).c: - ..'gn loads used are okay. V h�I i� r - nvolvP �n'truds§es an lateral - • ...- ? . _ ��:� _ - _ - - r - - That trussed areas are as YNot;, `All _connections 4 bracing of trusses are considered designdd -by truss - 1Z4 GN n - . ecuvis :.'XGMEERUNG%, f. //-•• �. ate 1D.[d!3�Qr,�.._... .;eq ..... + DRAG TItS r 773 ( ra a v 1 AZI �' o v ,� Q L±CO C REVISIONS: ' T74 �ry� . 8' R3 DRAG INITIAL ISSUE DATE: 10/18/00 1 � SCALE: • NONE ORAWINC. TITLE: - - LOT #31, 4 • I.IC% CIIDMTTTCII DV TDIICC MCD ltJl31-tJIAIV l.1AJ L nAIVLH.L) LA LZLIlIVIA - 11) TOP CHORD 2x4 SW 1650f -1.5E BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL.LOAD. <<DRAG 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. W2X T 1-3-0 W5X6 ** THE MAXIMUM HORIZONTAL REACTION IS 3150.00# ** (A) CONTINUOUS LATERAL BRACING.EQUALLY SPACED ON MEMBER. 10 PSF BC LIVE LOAD PER UBC. d� W4X4 = W3X4 W2X3III W3X4= W5X6= W3X10= W2X3III I 17-9-0 I 13-9-0 _I QE 31-6-0 Over 2 Supports ,J R=1228—W=5.5" R=1229 W=5 5" T 2-3-0 +8-0-0 Rh=3150/ 3150 PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.187511 Ft. '*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISIIED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ON OFRIO "DR.. SUITE 200, MADISON. HI 53719), FOR SAFETY PRACTICES PRIOR FO 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 0%—D w y F� y P 9� �� _ L� T C T C BC L L D L DL 2 0. 14, 5.0 0 0 P.S F P S F PSF R E F - R795-71289 .. DATE 04/20/00 DRW CAUSR795 00111094 ` PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N 5 00 5 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 (NAFIONAL DESIGN ■ B C . L L 0.0 PSF CA -ENG GTP / G W H SPECIFICATION PUBLISHED BY THE AMER I C AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 201A ASTM A653 GR40 GALV. STEEL,. EXCEPT AS NOTED. .APPLY CONNECTORS TO * A 2 Q Q * TOT. LID. . 39 . O .PSF - S E O N - 15681 Alpine Engineered Sim mentn.CA9S87R Products, L1a . EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITI ON CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAW 111G INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMP0NENTIFORYANYLPARTICULAREBUILDIUSSNGOISOTHETRESPONSIBIILITY OF THE BUILOINGITY AND DESIGNER, PER THIS ARsl;art x1,353tLTTu111. CIV11- \P 4TFOF CALIF — D U R . FAC. 1 .25 FR0M - GS SRn.CIMr ?n n" (tJlbl-tJIANLIAJ G KANUNU LA (JUINIA IZ): TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 'WEBS 2x4 HF Std/Stud :W11, W13 2x4 SPF #1/#2: :W12 2x8 'DF -L #3: 10 PSF BC LIVE,LOAD PER UBC. I 1-113 UWL� rKtrAKLU rKUPI L.U14rUlCM 114rUl LLUAU3 & U119uYJ1vrvJ) 3UDP11 l ICU D1 IRVJJ I'llR (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (ZED W4X4 = W3X4 • W3X4 ; 3 r 3 W4X16 = W3X7 W3X4 W12 W4X8 ; (A) W13 " T 1-5-8 1-3-0 wll 1-8-9-8 W3X8 011-8 0-0 ' W3X12 = W2 -X3 III W2X3 III W4X16 = W3X4 = W5X7 = W3X6 (R) III W2X3 III W3X4= 28-3-4 —� 0-5-88 T 17-9-0 _I 13-3-8 . _I 31-6-O.Over 3 Supports J R=1075 W=5.5" R=1519 W=5.5" -R= -138-W=5.5" L , PLT TYP. Wave TPI -95 Design.Criteria: TPI STD CA 2 E - Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ACID BRACING. REFER TO HIB -91 (HANDLING INSTALLITIG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'Of1)1110 DR., SUITE 200, MADISOfI, HI 53719)• FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED O t. y �,D W. ,1 CC Q` 9� y TC TC LL DL 20.0 14.0 P S F P S F R EF R795 DATE' --71290 04/20/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEl LING. m "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW CAUSR795 00111095 PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 7 -HIS DESIGN; ANY FAILURE TO N 800 5 A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING; INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HDS (NATIONAL DESIGN 0 BC LL 0.0 P S F CA -ENG GTP / G W H SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPS. ALPINE CONNECTORS ARE RADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS IIOTED. APPLY CONNECTORS TO A P 2. - - * T 0 T . L D . 39.0 P S F S E 0 N - 15684 . - Alpine Engineered Products, Inc. ,$n nnired S , 7r_1„_-.. .A n. its EACH FACE OF .TRUSS, AND UNLESS OTHER NI SE LOC ATE OW TH SS DE S1POSITION CONNECTORS PER OR 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) -IPI 1.1996 SELIIUN Y. �/` C1vl%- \P QTF�F O�C\ �AUF — D U R .FAC . 1.25 - F R 0 M GS V PACING. 24 .0'� (EST31-ESTANCIAS @ RANCHO LA QUINTA - T3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 1650f -1.5E :T2, T4 2x4 SPF 2100f -1.8E: BOT CHORD 2x4 SPF 2100f -1.8E :B1 2x4 SPF 1650f -1.5E: WEBS 2x4 HF Std/Stud :W4, W5 2x6 SPF 1650f -1.5E: :W6 2x4 SPF #1/#2: ADDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------------------------- BC - From 14 PLF at 31.50 to 14 PLF at 46.50 CALCULATED VERTICAL DEFLECTION IS 0.80" DUE TO LIVE LOAD AND 0.55" DUE TO DEAD LOAD AT X = 30-07-08. 10 PSF BC LIVE LOAD PER UBC. <<DRAG 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. W3X4 (R) \\\ W3X6 W3X5 (R) U\ 3 W3X16 : HS1028 = W2X3111 w6 (A) T (A) W4 2-6-12 15 1--14 10 W3X5 B1�. W5X6 = W3X12 = W2X3 III 22-7-8 W5X6 = ** THE MAXIMUM HORIZONTAL REACTION IS 4647.28# ** CALCULATED HORIZONTAL DEFLECTION IS 0.37" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00_LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W3X4= 37-1- -46-6-0 Over 2 Supports— 3 W3X4 W3X4; QD �11-11-1 WH16 (B1) _ 10-1-0 R=1835 W=5.5" - R=2002 W=5.5" Rh=4647/-4647 PLT TYP. High Strength,Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.1875" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AHD BRACING). PUBLISHED BY TPI (TRUSS PLATE �0 W ,7 �"i � O t- y^ T C L L 20.0 P S F R E F R795--71291 ' INSTITUTE, 583 D'OH FRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Q' �y P �� y TC OL 14.0 P S F DATE 04120100 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW CAUSR795 00111096 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NP. 8005 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B BC LL 0.0 P S F CA -ENG GTP / G W H ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TOE AHERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE A 00 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t p * TOT . L D . 39.0 P S F SEAN - 15914 - Alpine Engineered Products, Inc. RagmiDntO, CA 05839 � EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRA III160 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/IPI 1.1995 SLCIIUN 2. �/` CIV11. \P RTF�F 1fO�a CXAI- -•tea D U R . FAC . 1.25 FR0M GS SIS A C I NG 2 11 . 0 " kL3131-[3 I HIV L I N 3 L KAIM L.nL) LA VU114 IH - 143 TOP CHORD 2x4 SPF 1650f -1.5E :T1 2x4 SPF #1/#2: :T4 2x4 SPF 2100f -1.8E: BOT CHORD 2x4 SPF #1/#2 :62 2x4 SPF 1650f -1.5E: :B3 2x4 SPF 2100f -1.8E: WEBS 2x4 HF Std/.Stud ADDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------------------------- BC From 14 PLF at 0.00 to 14 PLF at 3.00 BC From 14 PLF at 27.50 to 14 PLF at 42.50 ** THE MAXIMUM HORIZONTAL REACTION IS 4247.05# ** <<DRAG 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. W2X3I T 1-7-14 1 611yV, n r . i, will �i�,. .i...Lw...... ., .. ..,�..... .,,...� .....,.....�.. .. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CALCULATED VERTICAL DEFLECTION IS 0.60" DUE TO LIVE LOAD AND 0.45" DUE TO DEAD LOAD AT X.= 30-07-08. 10 PSF BC LIVE LOAD PER UBC. - Ty W5X6 = W7X6 = W2X3 III W3X4 = W5X8 = W3X4 - HS414 - W2X3 III W4X10 (A2) -7-8 i_ 23-10-8 42-6-0 Over 2.Supports 0-4-211-11-14 R=1722 W=5.5" Rh=4247/-4247 R=1845 W=5.5" CA/2/-/-/E/-/- Scale =.1875" Ft. PLT TYP. High Strength,Wave TPI -95 Design Criteria: TPI STD —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TPI PLATE LD :IV, t- �`Y T C L L 20.0 P S F R E F R 7 9 5--71292 BRACING. REFER TO HIB -91 (HANOLIIIG INSTALLING AND BRACING), PU9LISHED BY (TRUSS FOR SAFETY PRACTICES PRIOR TO O y^ INSTITUTE, 583 D'0N0FRIO OR., SUITE 200. MADISON, NI 53719). PERFORMING THESE FUNCTIONS. UNLESS OTHERXI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED P �� Z TC DL 14.0 PSF DATE 04/20/00 • STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY .ATTACHED RIGID CEILING. ?� V m "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p VC DL 5.0 PSF DRW CAUSR795 00111097 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N 800 5 BUILD THE TRUSSES IN CONFORMANCE NI T TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 8 0- 02 p B C L L D 0 P S F C A -ENG GTP / G W H ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN x . SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT . L D . 3 9 .0 P S F S E Q N - 15923 5 9 2 3 - 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 CIVIL �P D U R 1.2 5 F R 0 M GS Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS OF .FAC . SRrrHniniln, CA q5R?R COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESP 0NSI8ILITY OF THE BUILDING DESIGNER, PER - CALF C I N G S Q A 2 1 . 0 " µN3171P1 1'19Y7 S"'.UN L. (L3131-L31AI4L.lA3 L KAIVL.nU LA LIU114IA - ID) TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2,:B3 2x4 SPF 2100f -1.8E: WEBS 2x4 HF Std/Stud :W6, W7, W17', W18 2x6 SPF 1650f -1.5E: :W19 2x4 SPF #1/#2: ADDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------------------------- BC From 14 PLF at 0.00 to 14 PLF at 3.00 BC From 14 PLF at 37.58 to 14 PLF at 42.50 ** THE MAXIMUM HORIZONTAL REACTION IS 4215.25# ** <<DRAG 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. T 1-7-14 1 - W3X10 W2X3 III 3 r W2X3 III W3X4: W4X6 = . W2X3 III W3X4 = W5X6 = W3X4 neo — I— r—lu 1 .1— 1-11 .. ...... kw. I ...1 •., ... .11--- . 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_na11s) -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. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME.SIZE, SPECIES.& GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE.AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X6 = W3X4= W3X12 3 W5X8 = W3X4 = W3X10 0-4-2�-11-11-1 W8X14 = W2X3 III W3X10 = W3X10 (Al) 9-2-8 I 14-2-4 I 14-2-4 1 4-11-0 42-6-0 Over 2 Supports R=1720 W=5.5" Rh=4215/-4215 R=1736 W=5.5" PLT TYP. Wave TPI -95 .Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.1875" Ft. " HARMING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO NI8-91 (HANDLING 21NSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE III ST I TUT E.583 1) 1OFRIO DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUIICTIO11 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 INSTALLAT100 CONTRACTOR. ALPINE ENGINEERED 0 w y F ?� P q� 2 T C T C BC L L D L DL 20.0 14.0 5.0 P S F P S F PSF R E F DATE DRW R 7 9 5-- 7 1 2 9 3. 04/20/00 CAUSR795 00111098 PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N 00X5 A L P I N E 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 8 p- y B C L L 0. 0 P S F C A- E N G GTP•/ G W H SPEC FICATI ONPUBLISHED BY THE AMERICAN FOREST. AND PAPER ASSOCIATION) AIID TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAL'. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A r t Y► TOT . L D . 39.0 P S F SEAN - 15935 - Alpine Engineered Products, Inc. DMwwuudu,CA95020 EACH FACE OF TRUSS, AND UNLESS OTHER NI 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 COMPONFNT FOR. ANY PARTIDIIIAR BIIIIIII Nfi 15 TNF 8UPON5101L1TY OF THE 0U 01NDESIGNER. PER ANSI/TPI 1-1995 SECTION ,A _/` Cf VII- \P �OF r�AL►f0 D U R . FAC . 1.25 FR0M GS rG �'�" .,fACIPIC �? - (CJIJl'CJI HIV l.1HJ l:. KAIVLnu LH VU1141A - 10) TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF 1650f -1.5E :63 2x4 SPF #1/#2: WEBS 2x4 HF Std/Stud :W2, W4, W5 2x4 SPF #1/#2: :W6, W7 2x6 SPF 1650f -1.5E: :W9, W15, W17, W18 2x4 SPF 1650f -1.5E: ** THE MAXIMUM HORIZONTAL REACTION IS 9348.52# ** 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. 10 PSF BC LIVE LOAD PER UBC. W016 F- W2X3 III 3 W4X4(R) \\\ INIJ UVIu YKLI'AKLU rKUM I.UNYUILK INYUI (LUAUS h UII-ILNJLUND) JUDPII I ICU DI IKUJJ PIr K. NEGATIVE REACTIONS (R=-1672# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF'THIS DWG TO.THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W5X6= W4X4 (R) 111 3 W4X6 (R) W6X6- (A) W6X16 W5 W7 (AV (AOA)A) W10X14 = V(A)W2X3III (A)(A) 6-0-2 W18T W6 W17 1-7-14 W2 W4 11-11-14 . 83 W6X10= W2X3III W5X6= W5X6= W4X4= W6 X8 W4X6(R).111 W5X7= W3X4III I. 9-2-8 _1_ 14-2-4 _I 14-2-4 I 1 37-7-0 Over 2 Support- _I R=3100/-1672 W=5.5" Rh=9349/-9349 R=2537/-1109 W=5.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.1875" Ft. ALPINE Al inr n nnai Prn S. Inc. r Sacra lento, l.A9 L2S **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 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 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 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 RESPONSIIBILITYhSSOLELY !,NT FOUL JHEO TRUSS LOI. COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NC Ir TUC amnBslRn ITY nF TNF HIIIIHING HFSIGNFR�. PFA ANS I/TPI 1.1995 SECTIO N 2. O�0 W. L.n CC l No. 00 5 e, * J U I 19 2 * CIVIL \P q%O� 1�OfL� .`i TC T C BC BC - TOT LL D L DL L L . L D . 20.0 1 4.0 5.0 0. 39. P S F P S F PSF 0 P S F 0 P S F - REF . R 7 9 5 --60859 DATE 07/18/00 DRW CAUSR795 00200036 CA -ENG G T P / G W H S E Q N - 27355 O U R .FAC . 1. 25 FROM G S I� �f•A Ci I IIIG ?� Qn . kc,3131-1131 A14L I H 3 I,' LH VUIII IH - I/) TOP CHORD 2x4 SPF #1/#2 :j2 2x4 SPF 1650f -1.5E: BOT CHORD 2x4 SPF 1650f-1.5E.:B2 2x4 SPF #1`/#2.: WEBS 2x4 HF Std/Stud :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: ADDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------------------------- BC From 14 PLF at 0.00 to 14 PLF at .1.00 *********DO NOT TURN TRUSS END FOR END********** Inl3. uwu YKcrMKLU rK01 1.u1•IrUILK IIYruI (LUHUJ d U1i.--IUI—) Juuru i ILu u ** THE MAXIMUM HORIZONTAL REACTION IS 2836.83# ** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. <<DRAG TRUSS>> TRANSFERS 100.00 PLF ALONG TOPCHORD, THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W3X4 3 W3 X 7 'Ill 0-4-2 - 0-472 17-7-14 W3X6 (Al) = 142X3 III W5X6 = 62 W2X3 III W3X7 (Al) 1-0-0 0-6-0 14 2-4 ;I. 14-2-4} ,J . 28-4-8 Over 2 Supports f R=1142 W=5.5" - a t, Rh=2837/ 2837 = �- R 5 .5.,, ,108 = 5 W—, - PLT'TYP. Wave TP.I 95 Design Criteria: TPI STD CA 2 E Scale =.25" Ft.' **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND NDNBRAC HED BY TPI U ANSUI SS ATO PUFOR SSAFETY w � TC LL 20 0 PSF REF •R795--71295 TE 200DLING TAMADISOHLLING BNSTITUTE.RE5B3 DFER OONOFRIO DRH 53719) PRACTICES PRIOR �OVD t� �` i P *� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. PROPERLY - ' . �� y TC D L 14 0 PSF DATE 04/20/00 BOTTOM CHORD SHALL HAVE A ATTACKED RIGID CEILING. '*IMPORTANT** m - FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION.CON TR ACTOR. ALPINE -ENGINEERED BC OL 5.0 PSF DRW CAUSR795 00111099 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;' ANY FAILURE T0. No 005 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C ^ L L - O O P S F C A -ENG GTP / G W H A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS.WITH APPLICABLEPROVISIONSOF NDS (NATIONAL DESIGN , SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A 2 1 0 0 C0IIN ECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO p - T 0 T. L D. 39 . 0 PSF S E Q N - 15938 ' EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TH1 S DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CiVTL D U R FAC. 1 25 FROM G S ,�,�{ {� Alpine FnFineR��^J{'Pr� 4l�'rs, Tnc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW N'THE SUITABILITY AND USE OF THIS OOIIPOIIEIIT FOR INV PAnTIDUL..n QUI I, C IC TIF n;vnnNilal1lTY nF THF RInInINF, nFSTAN R PFA �P '9 p �O r�-, . . Sacramento, CAY,ifp ANSI/TPI 1-1995 SECTION 2. SPACING 24 .0 - (LJIS1-LJIANUTAJ (m KANCHU LA UUINIA - Id) TOP CHORD 2x4 SPF #1/#2 :T2 2x4 SPF 1650f -1.5E: BOT CHORD 2x4 SPF 1650f -1.5E :B2 2x4 SPF #1/#2: WEBS 2x4 HF Std/Stud :Lt Wedge 2x4 HF Std/Stud: ** THE MAXIMUM HORIZONTAL REACTION IS 2792.29# ** <<DRAG 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. 0-4-2. W3X6 I w13 uwu YKLYAMLU FMVPI 1.u1'IrUlLR Iwru, (LVA II Ing v lu n. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 1-0-0 1 14-2-4 1 13-8-12 27-11-0 Over 2 Supports R=1127 W=5.5'I Rh=2792/-2792 - R=1050 W=5.5" 0-5-8 _AI,T_ 7 14 PLT TYP. Wave TPI -95.' Design Criteria: TPI STD CA 2 E Scale =.25" Ft. `*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 OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED O�.D W. y P 'q� y T C' TC L L DL 20 . 14.0 0 P S F P S F R E F R795--71296 DATE 04/20/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT`* FURNISH A COPY OF -THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW. CAUSR795 00111101 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 800 5 .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 D B C L L 0.0 P S F C A -ENG GTP / G W H SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Apr 2 1 2000 * * TOT . L D . 3 9 . 0 P S F S E 0 N - 157-13 -iUP1I14acramento, L�➢958 rtS, inr, Sacralnento,CA95828 EACH FACE OF TRUSS, AND UNLESS OTHER NI SE 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 II Incur nct lr9 cR, BFB ruR-19 ARI CTION 2LNn uulLGili6 13 THE RE OPOIIOIOILIT4 PF TNC D.L.. ANSIITPI 1 1995 SECTION 2. ANSI/TPI .A `.+V�L �P. �/' �% C! 0 firo►,1f D U R .FAC . 1 .25 F R 0 M G S L II 5PACING 1 .0 - (LJIJ1'C.JI HIVUIHJ 0 KAlVunk) LH LIU114IH - IJ) TOP CHORD 2x6 SPF 1650f -1.5E :T2 2x4 SPF #1/#2: BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud :W7 2x6 SPF 1650f -1.5E: ADDITIONAL#1 HIP LOADING PER TRUSS FABRICATOR BC - From 14 PLF at 11.08 to 14 PLF at 20.00 #1 HIP SUPPORTS 08-00100 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 @ 24.00" 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.02-09-15 OC. W3X4; W3X5 3-11-6 t ' - W2X3 III W3X8 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 1-5-8 W7 10-1-0 W3X8 W3X4 11-01 8 -0-0 L _I 8-11-0 Over 2 Supports R=1059 R=574 W=5.5" " Scale =.375" Ft. PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND NG (TRUSS PLATE AC53719).PUFORS RESB3 OON0 W �y0: TC LL 20 0 P S F R E F R795--71297 DFER 200TA4ADI SONNDMBR TNSTITUTE,NG RIO Oft. All SUI TE SADFE TY PR ACTICESPRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE. PROPERLY ATTACHED Q'O�D � Q• q� y TC DL ' 14 . b P S F DATE 04/20/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A'PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,f� BC DL 5.0 PSF DRW CAUSR795 00111102 TO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM INIS DESIGN; ANY FAILURE TO N 00 5 BUILD THE TRUSSES INCONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING p B C L L 0.0 P S F C A -ENG GTP / G W H ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE A 2 1 2 O CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ,R r * TOT . L D . 3 9.0 P S F S E O N - 15942. 'z . n in rr;� 1LIR1110 Eng @@.. dProdiirq Tnr Sacramento, CA 95828 EACH FACE OF TRUSS, AILD UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ' DRAW NGS 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 a nn inlur ncilf.N EP PFB LUPIYuneni iuA Ani FA-1—Aft 6UTL611i6 13 THE nEOPONGIOIL ITV 9F T..0 I ANSI/TPI 1-1995 SECTION 2. �/` CIVIL. \P 'QT FQ Ct� FroIe1F - D U R . FAC . 1.2 5 FROM GS _SPACING 21 n .0 - (tJ131-CJIAIVL.IAJ 0 KAINL.FIU LA UU1141A - IlU) TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2. WEBS 2x4 HF Std/Stud :W5 2x'6 SPF 1650f -1.5E: ADDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------------------------- BC - From 14 PLF at 0.00 to 14 PLF at 8.46 W2X3 III 4-5-12 - W3X4 W3X4; IITIJ uwu rKCYHKLu rKUM 1,wllruirn 11Yrui LLUMUJ, a Vl1-IL110 Vl—) Jum'Ll I IAV U DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. T W5 1-5-8 1}10-1-0 W3X8 W3X4 = 10-10-8 8-11.-0 Over 2 Supports R=381 R=433 W=5.5,, PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale _ —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING „ INSTALLING AND TC LL • 20.0 P S F R E F R795--71298 BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE Q�.� w y F INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. WADI SOH, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0 HENNISE IHDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 14.0 P S F DATE 0 4/ 2 0/ 0 0 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW CAUSR795 00111103 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY 'FAILURE TO - N 800 5 BUILD THE TRUSSES IN CONFORMANCE 611TH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND B py B C L L 0.0 PSF CA -ENG G T P/ G W H A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS HIT" APPLICABLE PROVISION S'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 * A 2 * T 0 T . L D . . 39.0 P S F -S E Q N - - 15945 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAM NGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL END INEER ING Civil- \P O U R . FAC . 1.25 FR0M GS Alpine/ Engin� r Pr SrIOG, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 9TF F r0I 1F��a JB.nP,,i cjrgl�ph 0011P011C07 rOR ,HY PdOTIDVL J.R DVIL Cl C Ir T..rr n,rF nWrTa 11 lry nF TW6 RII Ifni r.. nFS IGNFR PFR SPACING �� D" - ANS[/TPI .1995 SECTI ON 2. �' - (L.3131 -L3 17AIVL1-N3 u RHIVC,nU LN UU114IM I11) TOP CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud :W4 2x6 SPF 1650f -1.5E: ADDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------------------------- BC From 14 PLF at 0.00 to 14 PLF at .6.54 TA -11T i nAnc o. n1McAIclnAlcY (ZIIRMTTTCn AV TDIICC MFR DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD._ 10 PSF BC LIVE LOAD PER UBC. r W2X3 III 3 4-0-0 W4 ' 1-5-8 10-10-8 - -(j 10-1-0 W3X4 = W3X8 W2X3 III —7.0-0 Over 2 Supports R-2.92 'R=346 W=5,5" PLT TYP. Wave TPI 95 Design Criteria: TPI(STD)CA/2/-/-/E/-/- S.cale.=.375" Ft. —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 DONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE.FUNCTIONS:,UMLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 0 t. �'� w ,7n F Q 9 y y T C L L TC OL 2 0 i 14.0 0 P S F PSF R E F R795--71299 . DATE 04/2000 _ / / • STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED fr � BC DL 5..0 PSF DRW CAUSR795 00111104 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N 00 5 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 (NAI "1 ONAL DESIGN P B _ p B C L L 0 . 0 PSF C A -ENG GTP / G W H SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE *MAD E OF 2OGA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t A P 2 2 0 * TOT , L D. 3 9. 0 PSF S E Q N - 1 5 9 4 8 Al inr Fn nf-f--Prn[ficts 111r, P $RCTBI17CIllo, CA 95828 EAC H FACE OF TRUSS , AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORSPER 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 �uiiE Sli[IiT P8R 7d1V PART IOU U,O OUIUO IIIC IC -T IIS RCCn nuvlNn ITv"nc iW RI RWII ❑TNf. OFSIf,N F R.. PFR ANSI/TPI 11995 SECTION 2. �p lVi� �P q% O FiiAL1 D U R ..FAC . 1 .25 FROM GS • - f J P �1 I r, G , .0" 'J n _ (tJ1 51-tJ IAN I A J U KAINL.HU LA UUINIA - IIL) In13 u1Vu rn[rAKLu rnvrl wrlru ILK —rut (LVA v a U111. TOP CHORD 2x4 SPF #1/#2 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BOT CHORD 2x4 SPF #1/#2 ' WEBS 2x4 HF Std/Stud 10 PSF BC LIVE LOAD PER UBC. ADDITIONAL LOADING'PER•TRUSS FABRICATOR --------------------------------------------------- BC From 14 PLF at 0.00 to 14 PLF at 4.03 W2X3 III —13 W3X4; - - i 3-10 2 _ 2-10-1 . 10-1-0 W3X4-- W2X3 III �4-0-6 Over 2 Supports " R=185 �_ • - = v. - -R=185 _•' � -•� _ ._ _ ._ - - -.. ,- PLT TYP.. Wave TPI-95Design Criteria:' TPI STD CA/2/E Scale —WARNING— TRUSSES REOUIRE.EXTREME-CARE IN FABRICATION,- HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF .REF R795RACING i--71300 INSTITUTEFER 583 DOONOFRIO DR., SUITE 200. MADISON.(HANDLING INSTALL NG WBRAC53719),PU FORSHE SAFFETY PRACTICESBy TPI SS PRIORATE TO' �O�D w ' PERFORMING THESE. FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Q• '9� =.TC DL 14.0 PSF DATE 04/20/00 STRUCTURAL PANELS; BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ —IMPORTANT" FURNISH A COPY,OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW •.CAUSR795 00111105 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AIIY FAILURE TO N 005 _ ' ^ I BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR `FABRICATING. "HANDLING, SHIPPING', INSTALLING .AND - BC LL �0.0 PSF CA -ENG GTP/GWH A L`P I NE BRACING OF TRUSSES. THIS DESIGN CONFORMS NI?H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN. CONNECT ORSIAREPNAOESOF020GATASTHMA653AGROORGALVANSTEELERE%CEPTIASIt010TEDN0 TAPPLYACONNECTORS TO = A 21-20 0 * TOT LD. 39.0 PSF" SEAN - 15951 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN-, POSIJION•CONNECTORS PER ,A DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "/` CIVI1- DUR.FAC. 1.25 FROM GS 'Alpin RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS EL - AlpinP�aenra�mePnoP AfO�I�U,ts Inc ;lllraneur FOR ANY PAOTIOULM OUILPIIIL IC TIIC RLrnnurinlllTV ng TUC 91111n1Ur. nFSIr.NFR PFR" Q Orra.l 0� �Pf LING 1 .D° 9 28 ANSI/TPI 1-1995 SECTION 2. t' (FST31-FSTANCIAS @ RANCHO LA OUTNTA - 71301--T13) THIS DWG PREPARED FROMCOMPUTERINPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF 2100f -1.8E BOT CHORD 2x4 SPF 2100f -1.8E :B2 2x4 SPF #1/#2: WEBS 2x4 HF Std/Stud :W1, W2, W6, W8 2x4 SPF #1/#2: ADDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------------------------- TC From 40 PLF at 0.00 to 77 PLF at 12.50 TC From 77 PLF at 12.50 to 40 PLF at 25.00 BC From 14 PLF at 0.00 to 14 PLF at 25.00 <<DRAG TRUSS>> TRANSFERS 300.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. ** THE MAXIMUM HORIZONTAL REACTION IS 7500# ** W5X6 I W1 3 3-8 NEGATIVE REACTIONS (R=-462# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. PLATES SIZES SHOWN MAY HAVE BEEN INCREASED TO MEET USER DEFINED MINIMUM MEMBER BITES. *********DO NOT TURN TRUSS END FOR END********** W4X4 W6X4(R) kXX W4X6(R) /// 3 r 3 W5X6 (A) (A) (A) (A) W2 W6 3-3-8 W8 62 15-1-0 W2X6 III W5X6 = W6X10 = W5X6 = W3X4 III I 12-6-0 I 12-6-0 J 25-0-0 Over 2 Supports R=535/-77 PLF W=6-0-0 R=537/-75 PLF W=6-0-0 (ZD PLT TYP. Wave TPI -95 Design Criteria: TPI LSTD -CA/2/-/-/E - Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T?OH (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SU 1 TE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `•D W ,7 O t- y^ Q' Q* q� y TC T C LL D L 20 . 1 4.0 0 P S F .PSF R E F R 7 9 5 - - 71301 DATE 04/ 20/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLAT Ion CONTRACTOR. ALPINE ENGINEERED R1 BC DL 5.0 PSF DRW CAUSR795 00111106 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N 005 - ALPINE 8UILD THE TRUSSES IN CONFORMANCE WITH T 1; 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 C A -ENG GTP / G W H SPECIFICATION PUBLISHED BY THE AMERICAN FOR ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Ap 2 1 2000 TOT . LD. 39 . 0 P S F S E O N - 13272 AIIXinPFnBinrrrrrlPrndnnts Inn SBcramento,CA95828 EACH FACE OF TRUSS, AND UNLESS OT HER NI 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 nn rIn111Tv nc TUF.RIlIIn1Ur. nFSIGNFR PFA 6'a�Rrnr r A rI rAnTIDUv,n OUILo111C Il nlc ncc......, ANSI/TPI I- 1995 SECTION 2. ,t\ `.'V'L �P. �/` 'QTF Fta D U R .FAC . 1 .25 F R 0 M G S { �fAGING ` 4 .4 (C.3131- t3 I AIV U I A 3 0 1CAI4L.rIL) LA 4U 11N IA - 114 TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud 0-4-2 0-4-2 W3X5 I nl3 uwu rnCrARLu rRVPI Lvnru ILK 111ru1 LLvf.0 U IIL—V—) . DEFLECTION MEETS L/240.001IVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X4 =- QE) 0-4-2 26-17-7-14 12-0-8 I 12-0-8 _I 24-1-0 Over 2 Supports J R=939 W=5.5., R=939 W=5.-5". •PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.25" Ft. ' —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO -91 INSTALLING BRACING). PUBLISHED.BY TPI PLATE W. L. Fy T C L L Z 0. 0 P S F R E F R795--71302 (HANDLING AND (TRUSS 0%-D EL INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED P �� C T C D L' 1 4. 0 P S F DATE 04/20/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .. - —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW CAUSR795 00111107 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO No. C 0 5 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; FABRICATING, HANDLING, SHIPPING, INSTALLING AND E BIC L L 0.0- PSF CA -ENG GTP / GW H ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 'NDS (NATIONAL DESIGN . SPECIFI COT 1011 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 2 1 2000 " CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * .p T0T. L D . 39 . 0 P S F S E O N - 15891 ' 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 Lsj. C�V1�.-' OUR 1.2 5 FROM G S II In Abin L�n�.C�vQy�.gp {� $. _..Q, RESPONSIBILITY SOLELY.FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ;gnnnu r, ur rnn un nln rI en cine n1 Ur. Ic rHE PF to ONSIR.II ITY OF THF RII II DINE, DFSIFiN FR PFA �P O i:A�.�F .FAC . Sacran elllO,l ArY3ii SPACING .Q" ANSI/TPI 1-1995 SECTION 2. (LJIS1-LJIANCIAS (m KANCHO LA UUINIA I1S) TOP .CHORD 2x4 SPF 1650f -1.5E BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud ADDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------- ----------------- BC From 14 PLF at 0.00 to 14 PLF at 3.09 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. • C 0-4-2 W3X7 IHID UWG FKtVAKtU tKUP1 LUMNUItK INPUI (LUAU) & UIMtIVJIUNZ.) �,1JtlM111[U DT IKUD3 MrK. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. ' W5X4 -T-\15- 0-4-2 C-\5 0-4-2 +9-10-14 ►,= 13-0-0 _I_ 13-0-0 _I " QE 26-0-0 Over 2 Supports J `R=1185 W=5 5"- R=1146 W=5 5"- 11 PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 CA/2/­.-/-/E/-/- Scale =.25" Ft. **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 pFESS/ TC L L 20.0 P S F R E F R 7 9 5-- 2 7 7 9 3 A L P I N E INSTITUTE. 583 D'ONOFRIO DR.. SU f TE 200, MADISON, WI 53119), 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. NRESPONSIBLE NC. SHAL OT BE FOR ANY DEVIATION ATON FROM THIS NN S DESIG; AY' FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r- Q� 0/�! act W. ��. �� y 7�yf� 45 r TC B C BC D L D L LL 1. 5.0 0.0* P S F PSF - DAT E D R W CAUSR795 CA -ENG 06/12/00 GTP/CWC 00164077 7 CONN ECT a RSSPEC I ATI AR EON P MAD EUBLIS OFD20GATASTMHE MA653IC AGR40RE SGAL V AN STEELD PA ER AS E X CEPTI As NOTEDND TAP PL Y ACONNECTORS TO LPINE 1 * TOT. LD. 39.0 P S F S E O N - 25247 Alnin EnSln PrQp{(�Q�S, 58CidlIlOX1 /�902SLES inc, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR AXINGS 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 OOIIPOIIEBT FQO ABV P1,nTICVIkn QUILDTur Ir Tuc orvnnus1R111TV nF THF RII1nING 1)FSIANFR PFA ANSI/TPI 1-1995 SECTION 2. fjs C D U R .FAC . 1.25 FR0M GS s�nclNc �� 1, LJ IJ 1- CJ I Alit, I A 3 0 KAINUMU LH LIU IIV IA - 110) InIJ uwu rMtrAMtu rMum uumrultM INruI (ILl1AU3 6 U1PIt1131UwJ) 3U0PL11ItU 01 IKU33 I'IFM TOP CHORD 2x4 SPF 2100f -1.8E :T2 2x4 SPF 1650f -1.5E: 2 Complete Trusses Required BOT CHORD 2x8 DF -L 2250f -1.9E WEBS 2x4 HF Std/Stud :W7 2x4 SPF #1/#2: NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. ADDITIONAL LOADING PER TRUSS FABRICATOR BOT CHORD: 1 ROW @ 5" o.c. --------------------------------------------------- WEBS 1 ROW @ 4" o.c. BC From 506 PLF at 0.00 to 461 PLF at 3.09 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 443 PLF at 3.09 to 82 PLF at 26.00 IN EACH ROW TO AVOID SPLITTING. ** THE MAXIMUM HORIZONTAL REACTION IS 1301.57# ** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. <<DRAG TRUSS>> TRANSFERS 50.00 PLF ALONG TOP CHORD 10 PSF BC LIVE LOAD PER UBC. THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. QE W7X8= W5X4(R) \\\ W4X4 (R) \\1 W3X5 (R) 111 W3X4 W3X4 ; 3 3 W3X4 W7 T2 W3X10(A3) = W3X8(A3) 0-4-2 1 1 1 0-4-2.L.9-10-14 W3X1 (A3) = W2X3 III W5X4 = W5X4 (R) III 12X14 = W3X4 (R) III W2X3 III W 3 X 8 (A ) W3X4 = 13-0-0 _I 13-0-0 _I IE 26-0-0 Over 2 Supports R=6449 W=5.5" R'h=1302/-1301 R=4592,W=5.5" PLT TYP. Al ine,Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/7 Scale =.25" Ft. **WARNING** RACING iTRUSSES REOUIRE EXTREME I'NASRE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND t� ^ T C L L 20 . 0 PSF R E F R795--71304 IINSTITUTE,RE 583 D ONOFRIO DR. SUITE 200TAMADISOHNDWBR AC 53719).PUFORS SAFOE TY PRACTICESU PR I OR ATO. �O�D w •7� Fy PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED P 1 y T C D L 14 .0 PSF DATE 04/20/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. M **IMPORTANT** FURNISH A COPY OF THIS DESI GII TO THE INSTALLATION CONTRACTOR. .ALPINE ENGINEERED BC DL 5.0 PSF DRW CAUSR795 00111109 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR .ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NO 5 00 5 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 ALPINE B C L L O.O P S F CA -ENG GTP / G W H SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) OF TPI. ALPINE Apr 2 1 2000 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO p * T 0 T . L D . - 39 .0 PSF S E Q N - 16227. EACH FACE OF TRUSS. AND UNLESS 0THERII I SE LOCATED ON THIS DESI GII, POSITION CONNECTORS PER C1V1L _ DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING \P' D U R . FAC. 1.25 F ROM GS AI inr,FneinexrP�Pr C, Inc. COSPO CIIT IFOD Y'51OLPhR FORTIOUL 50 EOU 160111CTRUSS OIC0T IC TOCCDI GICIDIONTv nc rN. uc Bu it OBuf,I LCITY GUEOSEOOB THIS QF r..o1 if�F`� SPACING 24.011 D �aeramen.o, CA �i828 ANSI/TPI 1-1995 SECTION 2. �� (tJlsl-tJIANI.lAJ (9 KANUHU LA UUINIA - I1/) TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud ADDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------------------------- BC - From 14 PLF at 0.00 to 14 PLF at 13.00 ** THE MAXIMUM HORIZONTAL REACTION IS 2600.00# ** <<DRAG 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. W3 T 1-2-2 W5X4 III W4X4 rrl� IHIZ) UWU VKtrAKtu rKUrl L.UI'IrultK IIVrUI (LUAD3 h U1rIt IV31UIN3) 3UDrllI ICU D1 IRUJJ 111tH. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. R=839 W=5.5" Rh=2600/-2600 W2X3 III 6-6-0 _I_ 6-6- 13-0-0 Over 2 Supports R=839 W=5.5" T 1-2-2 8-1-0 PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.375" Ft. . "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 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 0�-D W. H F� ?� P �� Cy V tm T C TC BC L L DL DL 20 . 14 .0 5.0 0 P S F PSF PSF R E F DATE DRW R795--7.1305 04/20/00 CAUSR795 00111110 ' PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NO OO 5 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 C A -ENG GTP / G W H 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 A p 2 1 20 00 * TOT . L D. 3 9 . 0 P S F S E A N - 16019 _ AlpjnP Fn a7nPPTPH PF95821S T1If 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 AN Omni _I eliY IABTitULAB BUILDIIIO 10,711[ OGCPOl16101L1TY 4f TIIC 0!111n1ur ncclrucn, nee ANSI/TPI 1-1995 SECTION 2. tSy, CAVIL\P F rat if OUR . FAC. 1 .25 FR0M G'S SPACING 24.0" (C.J1,51-tJIA1NLIRJ l- KAPIL.MU LN UU114IH 110 TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 , WEBS 2x4 HF Std/Stud DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 7— W4X4 3r— W3X4 : W3X4 -1-2-8 1-2-8 +8-1-D W2X3III W3X7 W2X3III I_ 6-6-0 _I 6-6-0 13-0-0 Over 2 Supports J R=507 W=5.5" R=507 W=5.5., PLT.TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.375" Ft'. • "WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND D w F T C L L 2 0.0 PSF REF R 7 9 5 j BRACING. REFER' TO HIB -91 (HANDLING INSTALLING AND BRACING), -PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD SON, W1 53719), FOR SAFETY PRACTICES PRIOR TO`9` G OX •7 yiZ� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED'' TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 14.0 PSF DATE 04/20/00 • - STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *`IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l�J�/�JJJ m � BC DL - 5.0 PSF -DRW CAUSR795 00111111 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NO 00 5 • BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING.INSTALLING AND E 8 2 _B C L L 0.0 PSF CA -ENG GTP / G W H- A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUB L.I SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP ItIE P PSF -S EQ N - 16016 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. . APPLY CONNECTORS TO * * T 0 T . L D .- 3 9.0 . EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS ORA WING INDICATES ACCEPTANCE. OF PROFESSIONAL ENGINEERING `�• C1VI �P OUR. FAC. 1.25 FR0M GS 01 ine Fn inrrrrXi PrMiirtc Inn ` r B RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIJillTABILITY AND USE OF THIS nar Iruco, oco F O QF r1011F SBcrBXnento,CA95828' tmaron LnI i m, r i inns i2ULAR 6U I L61118 IB 311C RCOPOIIGIOILITV 9f TIIL 0...91ur - �� SPACING 24.0" ANSI/TPI 1.199511 SECTION 2. tV>Il1-t>IANUTAJ 0 KANUMU LA UUIIVIA - IIQ TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 WEBS.2x4 HF Std/Stud .. W4X4 In I JIIWU rl(LrAKLU fKVI'I uu19ru ICK IINrUI (LUHUJ d U I I•IL 1431VI13) JUDrJI I ILU. DI J UO rD n. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2X3 III 6-6-0 6-6-0 W2X3 III T 2-2-0 8-1-0 130-0 Over 2 Supports R=507 W=5.5" -- ° -, •R=507 W75.5" ' PLT TYP..Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.375''Ft. "WARNING'* TRUSSES REOUIRE EXTREME CARE IN FABRICATION.' HANDLING. SHIPPING. INSTALLING AND BRSTITUTE.RE TO INSTALLING AC53719.)..PUBLISHED PLATE w �y(�Y C L L 20 . 0 P S F R E F R790-71307 . (TRUSS IO ANSUITE �� I'O�0�D 583 D ONOFR111 MADISONAND WBR DR(HANDLING 2O0ETY PRACTICES PRIOR PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 'T Gl '9� T C D L 14.0 P S F DATE 04/20/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. GIP y "IMPORTANT" FURNISH A COPY OF THIS DESIGN. TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED W m A BC DL 5.0 PSF DRW CAUSU95 00111112 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY' DEVIATION FROM THIS DESIGN: ANY FAILURE TO NO 00 5 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 8 0-2 2 B C L L 0.0 P S F CA -ENG GTP / G W H 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 ' * P * T 0 T . L D .- 39.0 PSF'' S E O N - 16013 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CDNNECTORS PER D U R FAC 1.25 FR0M GS DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ,A C _/` 'V'L r i., Alpin Enein��(j {pp{lQ�{��(1$. NIG. uBOTBI11O11LA-AY5 m RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. -THE SUITABILITY AND USE OF THIS S9DP4BCIIT FOR " pwomy IP Nminm 15 THF PFSPONSIRII ITY DF THF HIIIPWE 11FSIML PFA '9TF O(ILa OF (�a,1F . . SPAC I NG 24 ANSI/TPI 11995 SECTION 2. • tr .0 IC.J 1.51- CJ I HIV U I N J 1. KNI4L.f1U LH VU III IH - ICU TOP CHORD 2x4 SPF #1/#2 BOT CH0RD.2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud 0-4-2 Inld firm rNCrIKEu —VPI --f—ILR 11vYUl k-- a — . • DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W6X4(R) III W2X•4 (A1) R=608 W=5.5" W3X4 = Ll– 1-8-0-J 13-0-0 _1_ 4-5-6 J —17-5-6 Over 2 Supports R=753 W=5.5" - PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.375" Ft. " **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACIIIG). PUBLISHED BY TPI (TRUSS PLATE IIISTI TUTE, 583 D'ONO FRIO OR.. SUITE 200• MAOI S0N. W1 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 �D W. ,7 CC O L- y Gl ?� P �� y T C TC BC L L D L DL 20 . 14 .0 5.0 0 F S F P S F PSF R E F R 7 9 5-- 7 1 3 0 8 DATE 04/20/00 DRW CAUSR795 00111113 - PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NP. 00 5 =z A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING• HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CO NF OR NS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN x 8 0-2 02 B C L L 0.0 P S F C A -ENG GTP / G W H .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 . 39 .0 P S F S E Q N - 16049 AlpineAan enioPAFR�(s Inc, EACH FACE OF TRUSS• AND U NLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS.160 A -Z. THE.SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY C HTIFOR9411YL P`RTIOULY FOR hA'OUILOIIICHE TRUSS O ICOTHL TRCCVQWCIBIL11Nv nF-TUG 2niinBi Wr.!rY n5i1r.NFC USE 1108 THIS L8NPB T ANSI/TPI 11995 SECTION 2. ,A C'u`y "P \P grRpF rm IF��a �� D U R . FAC . 1 .25 FR0M GS - 5PACING 24.0 � r � � � � �. r fir � iw r � r � � �� �■ (C,3I.51-CJIAINI.IAJ 0 KAINI,rU LA UU1141A - IL1) TOP CHORD 2x4 SPF -#j/#2 BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud W2 T 1-4-13 W3 In13 uwu rMrrnKcu rMvrN wriruIrK inrui lwnw a U119CIYJIVrIJ) ovum.iIw UI DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 3 r7-73 W3X4; W3X4; X 3 III 2-4-13 9-10-14 X4 = W3X7 R=529 8-9-6 —1- - 13-6-12 L-13-6-12 Over 2 Supports W2X3 III 4-9-6 J J R=529 W=5.5" CED PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.375" Ft. **WARNING** 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'ONO FRIO DR., SUITE 200. MADI SOMI, 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. Quo w y Fw- ay Q' �� `iZ V (� TC TC LL DL 20 . 14 .0 0 P S F P S F R E F R795,--71309 DATE 04/20/00 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Y" BC DL 5.0 PSF DRW CAUSR795 00111114 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO - NO OO 5 ALPINE BUILD THE TRUSSES IN CONFORMANCE HITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN' P B C L L 0.0 PSF C A E N G GTP / G W H SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO * TOT . L D . 39.0 P S F S EON - 16030 Alpine Engineered-Prnflllrts Sacramento, CA95828' Inn EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS,PER ING DRA RESPONSIBILITY SOLELY FORTHE S THE TRUSS COMPONENT DESIGN SNONN. THE SUITABILITY AND USE OF THIS N'i ELY GUL AREDUIUSS IT G0" E GTO GCPONIC-I DI LIN. Of TAN RESPONSIBILITF6AYTHE OUITAB ILniur ITY ANDnr7iruUSE OFa. erg Eft HIS ANSI/TPI 11995 SECTION 2. CiV1L 9TF FLS FI`AI If �P DUR.FAC. 1.25 FROM GS SPACING Li.011 (LJ131-tJIANLIAJ Im KANLHU LA UUINI.A - ILC TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SRF #1/#2 WEBS 2x4 HF Std/Stud W3 1=10-13 rW2 IN 13 UIVC: VKLrAKLU rMum 6V19rUILM 11YruI ILUAUJ & U11 -IL 1Y J l UIYJ) JUUrI l 11LU UI DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. � s 3r— W3X4 X4 2-4-13 9-10-14 X3 III W3X7 = W2X3 III I_ 6-9-6 _1_ 4-9-6 _I 11-6-12 Over 2 Supports R=451 R=451' W=5.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.375" Ft. �^ —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO HIB -9] (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 00 w F TIC L L 2 0. 0 P S F R E F - R 7 9 5-- 7 1 3 1 0 INSTITUTE, 583 D'ONOF.RIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO y ` P - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED PROPERLY RIGID 9� y TIC DL 14 0 PSF DATE04/20/00 • STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A ATTACHED CEILING. "IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. .ALPINE ENGINEERED m BC DL 5.0 PSF DRW CAUSR795 00111115 ' PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO No. 0 5 - BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING „HANDLING, SHIPPING, INSTALLING AND E C LL 0 PSF ' CA -ENG GTP / G W H ALPINE BRACING OF TRUSSES. THIS DES'GN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN .B ..0 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE p D • F S E N - 16033 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L D : .39 0 P S Q - 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 �/` clvllL \P OUR FAC 1 FR0M- GS AlpineS.. gineereri Prnrinrts Inr RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF T111S FQFCAI If . . .25 Sacramento,CA95828' r r nirn 010 Lurvooun IVR Alit iAF, iCuLkh auILOIN6 I9 PITC nE0P0110101LITV Of Tut OVILDLI. DL .I. ,, r SPACING 11 X4.0 ANSI/TPI 1-1995 SECTION 2. �LJ131'CJIHIV l.1HJ U MAIVL.FIU LH UUIIVIH - I43) Mio u Xj w....=�.. ... ... TOP CHORD 2x4 SPF #1/#2 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud 10 PSF BC LIVE LOAD PER UBC. i W3X4 T 2-4-13 1 W2b W04 1= . T 2-4-13 9-10-.14 W2X3 ur I_ 4-9-6 _1_ 4-9-6 _I 9-6-12 Over 2 Supports R=373 R=373 W=5.5„ 1 PLT TYP.I Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale - "*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND .BRACING. REFER TO 1118-.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 0%-D w y Fy T C L L 20 .0 P S F R E F R795--71311 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TdiESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED (C P �� TC, DL 14 .0 P S F DATE 04/20/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT*"- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW CAUSR795 00111116 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 5 0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR -FABRICATING, HANDLING. SHIPPING, INSTALLING AND Ex BC LL 0.0 P S F CA -ENG GTP / G W H ALPINE BRACING OF TRUSSES. THOS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Apr 2 1 2000 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. 'APPLY CONNECTORS TO * p * T 0 T . L D : 39 .0 P S F S E O N - - 16036 Alpine Engineered PrrtdnrTS .lnr, Sacranlento,CA95828 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 i .^ wSI Un Llli - U1119 x IOILUL AA GU tLGINB 19 YIIC RC OP OIIOIDILITV Of TING OV1L01!Ir p6r„(Turn, nrn ANSI/TPI 1-1995 SECTION z. cim - OF CAI If Q D U R . FAC. 1.25 FR0M GS SPACING 24.0II , r� r it r it rr m . " r am rr r rr 'No an (EST31-ESTANCIAS @ RANCHO LA OUINTA - T24) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR: TOP CHORD 2x4 SPF #1/#2 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BOT CHORD 2x4 SPF #1/#2' WEBS 2x4 HF Std/Stud, 10 PSF BC LIVE LOAD PER UBC. W3X4 2-10-13 WD 3 W4X4 T2-4-13 9-10-14 W2X3 111 2-9-6 _1_ . 4-9-6 J 7-6-12 Over 2 Supports R=295 R=295 W=5.5 _ PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale **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'ON OFRIO DR.. SUITE 200. "MADISON, NI 53719), -FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V0 w F O y y P - �� �y T C TC L L DL 20.0 14 P S F 0 P S F R E F DATE R 7 9 5--71312 04/20/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED m BC DL 5 .0 PSF DRW CAUSR795 00111117 _ PRODUCTS,. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION -FROM THIS DESIGN; -ANY FAILURE TO N 00 5 ALPINE BUILD THE TRUSSES IN CONFORMANCE NIT" TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. ' THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS,(HATIONAL DESIGN B C L L . 0 P S F C A -ENG GTP / G W H ASTMAMERICAN LPINE GAL V'AND STEELPAPER CONN E CTORSSPECIFICATION AR EP MAO ESO FD2 OG ATHE E X CEPTASSOCIATION) GR 40FOREST NOTED. TAP P L YAC0N HECTORS TO * Apr 2 1 2 0 0 O * TOT . L D . 3 9 . 0 PSF S EON - 1 6 0 3 9 ' -AI inr. Rn ineereri Prndiirtc Inr P Sacramento, CA 95828 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIG II, 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 LUMPURLn1 1Un Rill PARII—nil 6diL&TH6 r rue RC9P6110IOILITV Of Ric DUILOtIIt OLCIC!ILR, nrn ANSI/TPI 1-1995 SECTION 2. �/` CMI. \P •9T (ia FOFr If `/% D U R .FAC . 1 .25 FR0M GS - SPACING 24:0'1 m mm tmm owsir was m M i nal m r.= -= (t.J131-tJIAWA AJ (-- KANI:HU LA UUINIA - IZb) TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud W4X4 3 r— W2X3 III jj 3 . 3-4-13 T 2-4-13 �Pl I rl� p 9-10-14 W2X3 III W3X4 W2X3 III = , 0-9-6 4-9-6 _I s5-6-12 Over 2 Supports R-217 IWIJ UWU I'KLVAKLU YKUM l.UMVUIL'K IPIFUI I. (LUAUJ d UIMLINJ I UIVJ) JUDPLI I I.LU DI IKUJJ rlFK. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. R=217 W=5.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/,-/-/E/-/- Scale ';WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND �;,j�"'yam ^ T C L L 2 0. 0 P S F R E F R 7 9 5--71313 INSTITUTE 583 583 D ONOFER TO FRIO DR. SUITE 200. MADISONDLING INSTALLING NDWBRAC53719),PUF OR SAFETY PRACTICESTPI PRIOR SS ATO /� �O�D w �� �y`Y PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IIID IC ATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED P �� y T C D L 14'.0 P S F DATE 04/20/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. (� —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � BC DL 5.0 PSF DRW CAUSR795 00111118 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 5800 5 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 3 Z BC LL 0.0 P S F . CA -ENG GTP / G W H BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 10GA ASTM A653 GR40 GAL V. STEEL,. EXCEPT AS NOTED. APPLY CONNECTORS TO * r 2 * .T 0 T . L D . 39 . 0 .PSF S E 0 N - 16042 EACH FACE OF TRUSS. AND UNLESS OTHER N ISE'L OC ATED ON THIS DESIGN, P,OSITION'C0N HECTOR S PER .Q `.,vt� gyp. D U R FAC. 1.25 F R 0 M G S 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 Nvin EnginVf PF �, IpC; rnunnury7 Fnn 64Y ninTTrn &n Rim nim[ IT TUC gmnmmn iTY nF THF RIIII OIHF, nFSIAHFR PFR ofra.1f� Jaciai»etllO,l A 9,8 ANSI/TPI 1.1995 SECTION 2. `J * SPAC C I N G 24..0!! r i� rr �r- � � �r r it ry �r rr r� r�► rr>> �r r riir r I LJ 131 -LJ I A14L I H J 0 KA14t FIU LH LIU III IH - ILO TOP CHORD 2x4 SPF #1/#2 , BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud W2X3 III � 3 3-3-7 W3 W 2 X 3 III T 2-4-13 9-10-14 I FI IJ -uwu rKLrHMLU FIWI'1 uwlruILR 11V ruI (LUMUJ & U u•ILIIJ I UIYJ). JUurl 1 l ILU UI IN - DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD.PER UBC. �0) 3-6-12 Over 2 Supports! R=139 - R=139 -W=5.5..., PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.375" Ft. - **WARNING**. TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, .SHIPPING, INSTALLING AND T C L L 20.0 P S F 'R E F R795--71314 AC53719),PUF0 SHE LATE w y� �'��, . INSTITUTE;FER 583 0 ONCFRIO DI--(HANDLING SAFETY PRACTICES(TRUSS SUITE 200- MADISONNDW1 PR IDR TO Eio�D TC DL 14.0 P S F DATE 04/20/00 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 !(Lj i� BC DL 5.0 PSF DRW CAUSR795 00111119 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONFROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE.WITH -TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND - 0.0 P S F C A - E N G* GTP W H A I p nl N BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Exp.6 B C L L /.G SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AN0 TPI. ALPINE Apr 2 1 2 0 0 0 - CONNECTORS ARE MADE OF 20GA ASTM AG53 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * P * TOT. L D : 39.0 P S F S E Q N 16045 EACH FACE OF TRUSS. AND UNLESS LOCATED ON THIS POSITION CONNECTORS PER DR ANINGS 160 A -Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING N THIS ACCEPESIG TANCE ,A `.IVII. "P D U R . FAC . 1.25 -• FROM G S Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS rnunnufuT r.nn �uv nlnTTrul,en 21111nIur IS TYF gFVQnUSIBIIITY MF THF. RIIIInINr. nFSir.NFR PFR � ��o�►F� S11 100[0, UA 95828 ANSI/TPI 1-1995 SECTION 2. ;FACIPJO L4.01I _ s M M w IM MI M M mom M M M M/ rI r M M. M (EST31-ESTANCIAS @ RANCHO LA QUINTA - T27) 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 ADDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------------------------- TC From 2 PLF at 0.00 to 50 PLF at 16.00 TC From 50 PLF at 16.00 to 2 PLF at 32.00 BC From 14 PLF at 0.00 to 14 PLF at 32.00 ** THE MAXIMUM HORIZONTAL REACTION IS 4000.00# ** <<DRAG 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. W2X. T 2-5-0 • W5X6 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X4 W04 • W5X7 W4X4 = W5X6 X 3 III I 16-0-0 1_ 16-0-0 ,I 32-0-0 Over 2 Supports - J R=2013•14=5.5" Rh=4000/-4000 -R=2013-W=5.5" .T 2-5-0 10-1-0 -ray PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.1875" Ft. **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'ON OFRIO DR., SU TE 200, MAD ISO11, 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. O�D W t. �^ ,1 �`Y C9 TC TC LL DL 20 . 14.0 0 P S F PSF R E F DATE R795 - -7�1 3 1 5 04/20/00 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE KIST ALL AT ION CONTRACTOR. ALPINE ENGINEERED BC DL 5 PSF DRW CAUSR795 00111120 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY 0 ATION FROM THIS DESIGN; All FAILURE TO 800 5 .0 ALPINE BUILD THE TRUSSES'IN CONEORNANIE 111TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN g D_ p B C L L 0. 0 P S F C A -ENG GTP / G W H INE CONNECTOR SSPECIFICATI AR EP MADESOFD20GATHE ASTMM A653AGR40REST AND GALV. STEEL EXCEPT AS NOTED. TAPPL YAL PCON RECTORS TO - * A 0 * T 0 T . L D . 3 9 . 0 PSF - S E 0 N - 16072 r • - AlQinr�Eneineece r$ $,I1!c,' acralnento, S EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION C011NEC TORS 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 CQIIPONcxT FOR !.!IY nAnl Tjrlip Rimn[ur 1s Tui NFsnnmeI11TY OF THF millnING nFSIr,NFR PFR ANSI/TPI 1.1995 SECTi6N z. 43A .A CIVIL- �P. I Opnalff D U R .FAC . 1.25 F R 0 M G S SPACING ;2_1 ; 0 (t.�,161-tJIANLIAJ L KANLHU LA UUINIA - IZt1) TOP CHORD 2x4 SPF #1/#2 :T2 2x4 SPF 1650f -1.5E: BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud :W9 2x4 SPF #1/#2: - W2X 1-3-0 F 1111) Lowu rKCrNKCU rKUPI L,unrUICK 114rUI II-u/1u3 d V1rILIXJIVIYJJ JUDPIII ILU Di IIID JJ i I.. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. f W4X4 W W3X4 - W3X4 3 r 3 4X10 T2 3 III W3X8 T 1-3-12 11-1-0 _ W2X3 III WO A/ (R) III W5X6 = W5X6 = W2X3 III 0-6-0 W2X3 III 15-0-0 I 14-9-0 ,I 29-9-0 Over 2 Supports j R=1193 W=5.5" -R=1128 W=5.57,. Scale =.25" Ft. PLT'TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- _ **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE %—D ,7L� lC O W. t- y T C L L 20 . 0 P S F R E F R795--71316 - E. SAFETY PRACTICES PRIOR TO INSTITUT583 DOI'D DR., SUITE 200, HAD 15011, HI 53719), FOR PERFORMING THESE FUNCTIONS. UNLESSOTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` (�l �y P 'q� y T C D L 14 . 0 P S F DATE 04/20/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIL ING.' m **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC. DL 5.0 PSF DRW CAUSR795 00111121 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 0 5 00 5 - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C. L L 0. 0 PSF CA -ENG GTP / G W H 7 A L P i N E 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 - A 21 2000 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO + p * TOT . L D. 39 .0 P S F S E O N - 16081 • Alpine.Fnginrrrr Prp I� SaCramento, A9 62if s, Inc, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OM THIS DESIGN, POSITION CONVECTORS 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 �Cnli6NERr F h nH rAll ?dULAn OUILBI118 10 THE DEOPOIIOIDILITV or TIIL DUIL0111C OCtICNCP, nrn ANSI/TPI 1-1995 SECTION 2. .A `.'v�� gyp. �P �`� QF t� D UR .FAC . 1 .25 F R 0 M G S 3PACI(46 24.0" - (C.31.51-LJIAIVL,IHJ L:. KAINL,NL) LH VU1141A - [LJ) TOP CHORD 2x4 SPF #1/#2 :T2 2x4 SPF 1650f -1.5E: . BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 -HF Std/Stud II1J UWU I\L�nl\LU n _ LL n va„L,..aa v,..,/ uvu„a,,,.0 u. ,,. •, •,� ••••• DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. ' r W3X6 �. W3X10 2-3-7 1-3-12 W3X6 = 'W5X6 = W5X7 (R) III W2X3 III _ W2X3 III 10-10-6' I 14-9-0 J 25-7-6 Over 2 Supports J R=999 W=5.5 PLT TYP.•Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.2511 Ft. • **WARNING**, TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO H18-91' (HANDLING INSTALLING AND BRACING). 8Y TPI (TRUSS PLATE �.� F w T C L L 20.0 P S F R E F R795--71317 . .PUBLISHED INSTITUTE. 583 DON0DR., SUITE 200• MADISON, NI 53719)• FOR SAFETY PRACTICES PRIOR TO ` - - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED P 9� TC D L 14.0 P S F DATE - 04/20/00 STRUCTURAL PANE LSBOTTOM CHORD SHALL' HAVE A PROPERLY ATTACHED RIGID CEILING. ?y lJ yn - `*IMPORTANT** -INSTALLATION m - DRW FURNISH A COPY OF THIS DESIGN TO THE CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ,ANS' FAILURE TO -N 005 BC DL 5.0 PSF CAUSR795 00111122 - BUILD. THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING• HANDLING, SHIPPSNG.-INSTALLING AND B C L L D. D P S F C A -ENG T P/ G W H 'r A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AHD PAPER ASSOCIATION) AND TPS. ALPINE A r 2 1 2 D D D PSF, S E 0 N - 16085 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONIIEC TORS TO * * T 0 T . L D . 39.0 - EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7. THE ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •A L•w��-_ �/` D U R FAC. - 1. 2 5 FROM 0 M G S - -SEAL RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �P . . .JLI i_nq Fn ineerr,(I Prnrinrtc Inr P QF_CJ1I.IFO�a , Sacraainentc,,CA95828 LUNPUN[61 rue ANI PAK11L.——LbiI16 i5 TiiC Il[S76I1'31811LITY OF THC BUILDING 9eclal[n,.P[R �� 3PkCIIJQ Xn4.0 n - ANSI/TPI 11995 SECTION 2: m s. M .8r it m w r ss m r ■r (m r m s m m a■� (C.J1J1-tDIAP1U1HJ La KHINIUMU. LH UUIIVIH - 13U) TOP CHORD 2x4 SPF 1650f -1.5E , BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud :W6 2x4 SPF #1/#2: W3X5 3-1-11 W2X3 III W4X4 In13 UwU rINL rMRLU FRUI-I 1.UI-11—ILR III—I (LUMUJ tl DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC WSXb = w3A0 = T 1-3-12 11-1-0 W2X3'111 Tao I_ 7-5-6 _I 14-9-0 _I 22-2=6 Over 2 Supports - J R=866 W=5.5" . _ R=866 •W=5. 5" .. _ PLT TYP. Wave TPI' 95 Design Criteria: TPI STD CA/2 E - Scale **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE %— W. O t. T C L L 20.0 P S F R E F R795--71318 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, XI 53719). FOR SAFETY PRACTICES PRIOR TO ` l Q' - PERFORMING THESE FUNCTIONS. UNLESS OTHERlIISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �y ' �� y TC DL 14 0 P S F DATE, 04/20/00. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `*IMPORTANT— DRW 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 NO 5 O BC DL 5.0 PSF CAUSR795 00111123 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND g B C L L 0.0 P S F. C A -ENG GTP / G W H A L P I N E BRACING OF TRUSSES. THIS DESIGN CO NF -OR MS Ii ITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I 0 NPMADESOFD20GATA5TMMA653AGR40RGALY IT AIISTEELEREXCEPTIASINOTEDND TAFPLYACONtlECTORS A p - 2 1 2 0 0 0* 0 S - 16.088 CONNECTORSAT ARE E TO t TOT . L D. - 3 9. P S F EON EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 150 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING _/� civil_ \P OUR. FAC. 1 25 FROM G S Alpine.Fnginer.%rpEiurrs, Tnr RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS- 101'101""'G" A ZAG4fiULAR GUtLGlli6 t7 rue nFOP011010IL1TV Or TIIE DUI60IIIC OLCItII[n, DCn F O CtsC/l�IF . Sacramento, CCA 95828' ANSI/TPI 1.199511 SECTION SPHCING 24.D" 2.+� �r rr �r r� �r r. r _ r rs ■s r� r �r r �r I�r r � a� kr-3131-C31HIN1,1H3 1. KHIVL,FIU LH VU1141A -'131 TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud 10 PSF BC LIVE LOAD PER UBC. W3 II113 uwu rKLrAKLu FKVI•I I-wiruI LIN —rui (LW%V3. a U11'IL IVJIMYJ/ JUVI931 • (A) CONTINUOUS'LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CD W4X4 W 2 X 3 III 1; W2X3 III I 5-5-6 I 14-9-0LE _l 20-2-6 Over 2 Supports] R=788 W=5.5" R=788 W=5.5" T 1-3-12 11-1-0 PLT TYP. Wave TPI -95 Design .Criteria: TPI STD CA/2/-/-/E/-/- Scale =.375" Ft. "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'ONOFR IO DR., SU[TE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IIID ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HA, A PROPERLY ATTACHED RIGID CEILING. O' vo W. '7 CCy IV t. P 9� (% TC T C LL D L 20.0 14.0 P S F PSF R E F DATE R795--71319 04/20/00 *'IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW CAUSR795 00111124 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N ALPINE B III LD THE TRUSSES IN CONFORMANCE N[TH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING TRUSSES. THIS DESIGN CONFORMS NIT' APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN P -3 B C L L 0. 0 P S F C A -ENG GTP / G W H SPECIFICOF CONNECTL PIN E ORSAT IAR E0 N PMADEBLISOFHE D20GAT ASTHMA653AGROOREST G ALV ANSTEELER EXCEPTIA SINOTE DND TAPPLYACONNECTORS TO * A p r 21 2000 * TOT . L D. 3 9. 0 P S•F S E O N - 16092 Alpine�Fneinee(rec�Pr s, Inc. OCF0111CI70, /� $ EACH FACE OF TRUSS, AND UNLESS OTMERWI SE 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 8011P011C1T f00 hI1V PhnTIOU[!A OUlC911Ir IC TH RCC9 Ajr PlL,Tv nG rNX CunnlNf. OFStf.NFP oER ANSI/TPI 1-1995 SECTION 2.� �(� �/` ClVI1, �P q% O�� 9F!`611f .D U R .FAC . 1 . - 2 5 FROM GS r 1 II sFr,CIPJG X_$.0 {tJ131'CJI HIV l.1HJ I., KAIVL,MU LH UUIIVIH - 136 TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 . WEBS 2x4 HF Std/Stud 10 PSF BC LIVE LOAD PER UBC. W3X4 4-1-11 W4X4 = 3 r—. IIIIJ UWU r nLrI11\LU (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 142X3 III T 1-3-12 11-1-0 W2X3 III 3-5-6 I 14-9-0 _1 18-2-6 Over 2 Supports j R=710 W=5.5" - t R=710 W=5.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/.2/-/-/E/-/- -Scale =.375" Ft. - '*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 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY AT TAC ED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Q�.[) w y F `1 ?y P q� y V t� ", T C TC BC L L DL DL .2 0. 14 .0 5.0 0 P S F P S F PSF R E F 8 7 9 5--71320 DATE 04/20/00 DRW CAUSR795 00111125 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N 800 5 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING,SHIPPING. INSTALLING AILD BRACING OF TRUSSES. THIS DESIGII CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN G- B C L L 0.0 P S F CA -ENG G T P / G W H SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO A r 2 1 2 Q Q 0 * p * TOT . L D . 39 .0 P S F S E A N - 16097 AI1)ItlrFOPIOrgrP Pr S. Inc. S8CT8111Ci7{O, l,/�9Jb2j• EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING IHDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU11"ABILITY AND USE OF THIS ebIIPBIIEIIT f-00 8I P7 PhRT10UL1A GUILD 1110 I6 T116 D6CP91IC101CfTtl Of TIIC nUiln_r nr,irNFO, NFa ANSI/TPI 1.1995 SECTION 2. v� ClVl1>\P '4TF OFt� OFr��1f �J D U R . FAC. 1 .25 FR0M GS 1 n n JPHC II�Q L4.0 ' (t.Z)161-tJIANLIAJ (99 KANLHU LA UUINIA 133) 1n13 uwu rx Crr+MCu rnuri lV'-.-ICR ii—vi kLV— a vire uv�ivw v7 v i TOP CHORD 2x4 SPF #1/#2 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X4 W4X4 3 r— W 2 X 3 III W 2 X 3 III. T 1-3-12 +11-1-0 T 33 1-5-6 l 14-9-0 _I 16-2-6 Over 2 Supports J R=632 W=5.5" R=632 W=5.5" .. PLT TYP. Wave TPI -95 Design Criteria: TPI STD ..CA/2/-/ E - - Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND TC L L 20.0 P S F R E F R795--71321 BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Q�.� w y Fy INSTITUTE, 583 O'ONOFRIO DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO P� �9 T C D L 1 4.0 P S F DATE 0 4 2 0 0 0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y _ / / STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` m **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW CAUSR795 00111126 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO No 00 5 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND B C L L• O. O P S F C A- E N G G T P/ G W H ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (11ATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AHER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * 2 1 * TOT . LD . 39.0 P S F S E A N - 1610 1 EACH FACE OF TRUSS, AND UNLESS 0THERNI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C'u�� DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL'ENGINEERING \P D U R . FAC . 1 . 2 5 F ROM G S Aloin�!,Engines�j T4�CQ $.InG• 0011P0116NRESPORSITI100Y!.IIVLPA.TIELY DVLAREOVILDIBCUSS OMFOTucTn�cnnHclaESIGN MaXTv nc THF RN. THE ufI08Uf.I0FSIGNFRTY AND SEPOR THIS gTROr 1.&Ikf JBCiflf11CI110, Y ( ANSI/TPI 11995 SECTION 2. SPACING 24.011 ' (tJ131-tJIANI.IAJ L KAN(,HU LA UUINIA - 134) TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud :W1 2x6 SPF 1650f -1.5E: 10 PSF BC LIVE LOAD PER UBC. W2X3 IrIIJ uwu rKCrAKCU rKVI'I uvrirUILK IIVYUI (LVAUJ & U119L"Y LVIYJ7 JUDr111 ILU Ui 111- (A) 1 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I; W3X4 = W2X3 III T 34 15-1-6 Over 2 Supports R=589- W=5.5,, - PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0. 0 P S F R E F R795--71322 BRACING. REFER TO HIB -91 (HANDLING IHSTALLING AHD BRAC51NG), PUBLISHED BY TPI (TRUSS PLATE 00 w y F� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719). FGR SAFETY PRACTICES PRIOR T'0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ?� P �� �y TC DL 14 . 0 P S F DATE 04/20/00 STRUCTURAL PANELS, BOTTOM CH ORO SHALL HAVE A PROPERLY ATTACHED RIGID CEIL IMG. V t� p "IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED °C DL 5.0 PSF DRW CAUSR795 00111127 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NO 00 5 ' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND o C L L 0.0 P S F C A --ENG GTP / G W H ALPINE BRACSPECING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNECTORS CATIAR E PMA D ESO FD2 OGATHE ASTMMA653AGIC HR40R GALV AN ST EELERE%CEPTIASINOTEDND TPI.ALPINE TO * P 2 1 2 000 * TOT . L D. 39 . 0 P S F S E A N - 16110 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOL ATED ON THIS DESIGN, POSITION CONN[CTORS PER DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CIVIL \P D U R . FAC . 1 .25 F R 0 M GS RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Al ine.Fn nerre�{Pr J�[[s Inn �;,,;�;;r;,* r R ARv rAnrttuLAn nu%Len+a IB rue neorm+olDnlry or nic ounornc �ccicncn, rcR F`C1+Af 3PACIIJi� 24.0" r �a mento, CA8LiS ANSI/TPI 1-1995 SECTION 2.Aft If m mmm mm mm mm MIM %FCT'Al-FCTANrTAC (al RANrHn IA n HTNTA - Tlrr) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS),SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF #1/#2 :T2 2x4 SPF 1650f -1.5E: BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud :W1 2x6 SPF 1650f -1.5E: :1410 2x4 SPF #1/#2: W4X4 1-3-0 W1 r W4X4 W5X4 0-6-0 0 B 8 0 R=1199 W=5.5" DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. T35 W4X4 W6X4 =- W5X6 = W4A0 — W2X3 III 15-0-0 —1- 28-9-8 29-9-0 Over 2 Support 14-9- R=1122 W=5.5", PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.25" Ft. **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, HI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. --LESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED - STRUCTURAL PANELS, BOTTOM CHORD SHALL AVEHA PROPERLY ATTACHED RIGID CEILING. *`IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 0%-D W. y Fy P 9� ��!llU!! T C TC BC L L ' DL DL 20.0 14.0 5.0 P S F P S F PSF R E F R795--71323 DATE - 04/20/00 DRW CAUSR795 00111128 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO No. 5 0 5 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 E - 2 BC LL . 0.0 P S F CA -ENG GTP./ G W H TO T . LD . - 39.0 P S F S E 0 N - 16123 LPINE CONN ECTOR SI AR EPMADESOFD20G ATASTMMA653AGR40R GAL V EST AN STEELD PA ER E%CE PTI ASINOTEDNO. TAPPLYACONNECTORS TO * P * . - Alnine meinr Pr S. Inc. Sacrame"to�A95�I1H 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 oonronC T Fon nMY P;,nnoDL„n oDl6ewc IC nic nccro!!ctolu?Y r rnr au n; r. ncrlrucv, vsv ANSI/TPI 11995 SECTION 2. �(� �/` civil. �v' OFCAlI D U R . FAC. 1.25 F R OM GS SPACING c^4.O�I (tJls1 CJIHIVIlAJ,Im KANIMU LA UUINIA - 13b) TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud :W7 2x4 SPF #1/#2: :W8 2x6 SPF 1650f -1.5E: ** THE MAXIMUM HORIZONTAL REACTION IS 2301.56# ** 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. T 1-7-10 W2X W04= IH1S UWG NKLKAKLD FROM UUMPUILK 1NPU1 (LUAUS & DIMENSIONS) SUBM111LD 8Y IKUSS MFK. NEGATIVE REACTIONS (R=-202# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4= I_ 7-0-6 I 8-3-12 I 15-4-2 Over 2 Supports 'I R=738 W=5.5" Rh=2302/-2302 III W4X8 —r - W8 W8 0 8-4 -�-10-8-8 -Tl 1-0 R=810/-203 W=5.5 -T 3 b PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.375" Ft. *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 - Q%_D W, y (� TC L L 20.0 P S F R E F R795--60860 INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, Mf 53719), FOR SAFETY PRACTICES PRIOR TO F`y PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� ?y P 9 TC DL 14.0 P S F DATE 07/18/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPOft TANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATI ON CONTRACTOR. ALPINE ENGINEERED Q* BC DL 5.0 PSF DRW CAUSR795 00200037 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY 'DEVIATION FROM THIS DESIGN; ANY FAILURE TO N 8005 BUILD THE TRUSSES IN CONFORMANCE HI TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL,DESIGN 8 02 BC LL 0.0 P S F CA -ENG GTP / G W H 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 U I 1 9 2000 TOT . L D. 39.0 P S F 'S E O N - 27330 ' � Ar BC1S.InG, 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 II IPO CIITIPDRYASOL"RTIBUL RFOR TH EaU1L01N0SS C 0lON P OTECTRCBPOE S FBIOIo[T'1 OF TIIE BU[LDBIICIO6GIGDLOSEPSR THIS RESP ONAl.Rltte`EranenD ANSI/TPI I%S SECTION 2. ,A "l civil_ \P Q%F1p 00ur' �� D U R FAC. 1.25 F ROM GS 5NA(.IN(7 24.0" (EST31-ESTANCIAS @ RANCHO LA QUINTA - T37) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud :W8 20 SPF 1650f -1.5E: W2X3 T 1-5-1 T DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD 10 PSF BC LIVE LOAD PER UBC. W04 W04 7-10-10 T 0-8-4 1010-8-8 10-1-0 W08 WJA4 = T 37 16-.2-6 Over 2 Supports R=607 W=5.5" _ R=656 W=5.5'' PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA 2 E Scale =.375" Ft: ..WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND PUBLISHED TPI PLATE �.fl w lC --71325 BRACING. REFER TO HIO -91 (HANDLINGINSTALLINGAND BRACING), BY (TRUSS '20100 - INSTITUTE. 583 D'OHOFRIO DR.. SUITE 200• MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ` (�1 P 'q� y T C D L 14 .0 PSF DATE 04/ STRUCTURAL PANELS , BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. (� *'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �p BC DL 5.0 PSF DRW CAUSR795 00111130 .PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO " N (�` (1 5BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND B s B C L L 0.0 P S F C A -ENG GTP / G W H A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN P' -y 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 P * T 0 T . LD :• 39 A PSF S E O N - 16244 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 •A `.'Vt� �p �/' D U R. F A C.. 1.25 F R 0 M G S Aloin Enein aroxq�.+pC $.InG, TRUSS COMPONENTnrpnNri�HOWTv ng TYF BTHE UIInBimn nFSir•NFPILITY AND SEQOB THIS FOR 5REDVILOIIIC 8CISD]lEil�O, l:A yS OO IPO GIIRESPONSITIranYAIIVLPhRT14VLY IC SPACINO 24.0" ANSI/TPI 11995 SECTION 2. (LJI61-tJIANL.IAJ Id KANLHU LA UUIIVIA - 130) TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #11#2 WEBS 2x4 HF Std/Stud ** THE MAXIMUM HORIZONTAL REACTION IS 2731.25# ** <<DRAG 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. W2X W 3 X 6 : W4X4 =- In13 uwu rK[rNK[u rKuri —ru, ([unw a nuv�iviv o7 . (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 3 III W5X4 = W3X4 = 9-10-12 T 3g T 1-3-12 +10-1-0 18-2-8 Over 2 Supports R=837 W=5.5" Rh=2731/=2731 — R=778 W=5.5" - =5.5"_PLT.TYP. PLT. TYP Wave TPI -95 Design Criteria: TPI STD CA/2/ - E Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND TPI PLATE W t- k", TC LL 20.0 P S F R E F R795--71326 BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY (TRUSS 00 '7 -Y - INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200, MADISON, HI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED P q� �y� TC DL 14'. 0 P S F DATE 04/20/00 • STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `f�J "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1(LJ p °C DL 5.0 PSF DRW CAUSR795 00111131 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO O, 8 0 5 - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND Ex 0 C L L D D P S F C A -ENG GTP / G W H ALPINE BRACING OF TRUSSES. THIS OES IGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN D . _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPS. ALPINE r 2 1 2 O O O CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT . L D . 39.0 P S F S E O N - 16247 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 .A `.IV's �/` D U R 1.25 F R 0 M G S DESIGN AND SEPOA'THIS �p 4�oFrm1���� .FAC . Ajpjjj �Elglll� r Prp p�$,IITQ, �aciturientoA9 2[1WTY AV THF RANInBNF,InFSIF,NFflTY COMP QRESPOIICIITIFORYAIYEPA.RTNILELY C!L REOTRUnSHrDIIYDTUC RWrnnWTTNENT !D ANSI/TPI 1-1995 SECTION 2. SPACING L�.DII (EST31-ESTANCIAS @ RANCHO LA OUINTA - T39) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud :Lt Slider 2x6 SPF 1650f -1,5E: BLOCK LENGTH = 1.500' BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING W5X4 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC 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 @ 24.00" 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 02-09-15 OC. W3X4 W2X3 III W 2 X 3 Li3 W3X4: 3 4-11 III 10-1-0 W3X7 W3X4(E3) W3X4 =- 9-10-12 9-10-12 I 8-3-12 J 18-2-8 Over 2 Supports a j R=722 W=5.5" R=729 W=5.5" - PLT TYP. Al ine,Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale =.375" Ft.' " ""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 00 w y Fy ~4 y p �� TC T C L.1- D L 20.0 1 4.0 P S F P S F R E F DATE R795 - -71327 04/20/00 .STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED - ", BC DL 5.0 PSF DRW CAUSR795 00111132 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO No. 0 5 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLIIIG, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE IS10N5 OF LIDS (NATIONAL DESIGN E2 B C ILL O , O P S F C A -ENG GTP / G W H IF A SoPROV CONNECTOR SIAREPMADESOFC20GATASTMMA653AGR40RGALV EST ANSTE ELER E X CEPTIASINOTED'IC TAPPLY ACONNECTORS TO * pr 1 00 * TOT. LD. 39.0 P S F - S E O N - 16251' Eu91Il Engin�,•.�v,�1f�P(Qd� Ing, �BOTBI110111O, 1;�YS-iI' i{Y EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON"THIS DESIGN• POSITION CONNECTORS PER RES DRAWINGS 160A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 0911 QHCHBTIFVRYI.IIVCLPAnTIELY CR THE TRUSS SVLm OVIL01!IC;fOT!!r nDrnnWrlln,,TTV nc TYc COIInBWfITY nF. Tr.MFPSEPFU THIS ANSI/TPI 1-1995 SECTION z. - .A `.'V'y �P �/` QTF Fralf��a 'If D U R .F A C . 1.25 F ROM G S SPACING 24,011 (LJ031-tJIANLIAJ L KANLHU LA UUINIA - 14U) TOP,CHORD 2x4 SPF #1/#2 :T2 2x6 SPF 1650f -1.5E: BOT CHORD 2x4 SPF 1650f -1.5E WEBS 2x4 HF Std/Stud :Lt Slider 2x6 SPF -1650f -1.5E: BLOCK LENGTH = 2.500' #1 HIP SUPPORTS 08-00-00 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 @ 24.00" 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 02-09-15 OC. 2X10( 0-11-0 V InIJ uwu rKCr8KCU rKV19 L.VPIrulrK 114rui (LVHUJ a U11-¢w31VI ) ouuruii�u � (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. -SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2X3- . W6X6' W3X14= W2X3III QD 3 WN5 ; T2 E3) II 2 7 6 (A) 0 f3 10-1-0 W3X7 = W2X3 III W3X5(E3) W4X8 =— B-0-0 8-0-0 I 10-2-8 1 18-2-8 Over 2 Supports J . R=1451 W=5.5" R=1812 W=5.5" PLT TYP. Al ine,Wave TPI -95 Design Criteria: TPI STD CA/2/-/-/E/-/- Scale -**NARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND O L. y TC LL 20 . 0 P S F R E F R795--71328 BRACING. REFER. TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE %—D W. ,1 F INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, MI 53719). FOR SAFETY PRACTICES PRIOR TO (�1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �G! P q� Z T C O L 1 4. 0 P S F DATE 04/20/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW CAUSR795 00111133 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N 00 5 p ' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND $ 40 B C L L 0 . O P S F• C A -ENG GTP / G W H A L P I•N E BRACING OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN P CONN ECTORSAT I ARE PNADESOFD20GATASTMM A653AGIC NR40RESTLPINE GALY aNSTEELER EXCEPTIASINO7EDND TAPPPI -L YACONNECTORS TO P * T O T. L D. 39 . 0 P S F S E O N - 16255 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ,R ' DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING _/` CIV11- \P O U R . FAC . 1 .25 FR0M GS Alnin Eneine r pr S,II1G, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 9TF g �$ I 0611POIlElIT ron 1,NV P1,n7ICu61,n OWILOINC IC THE RCCP0!!r In),r7y nc Ric Roilmur ncTinuco, RRC F(`f1,1 I� rt n H' BCramen 0, S ANSI/TPI 11995 SECTION 2. SPAC 114B 24.0 (L3131 -L3 I HIV L, I N 3 0 KAINL.FIU LH UU III IH - 1413 TOP -CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF.Std/Stud :144 2x.4 SPF #1/#2: ** THE MAXIMUM HORIZONTAL REACTION IS 2731.25# ** <<DRAG 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. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. T 41 W4X4 = W2'X3 III 3 3X10 ; —� 3 W = W3X4 3X8 W2X3 111 W4 W3X4 ; W2X3 III T W7X8= T 1-3-12 0-11-0 10-1-0 W2X3 III W3X4 = W3X5 = W3X7 W3X4 = W2X3 III -3-0-0� 9-10-12 8-3-12 2-11-2 7_ 14-8-2 18-2-8 Over 2 Supports R=873 W=5.5 Rh=2731/-2731 - R=665 W=5.5" +10-10-8 PLT TYP. Wave TPI -95 Design Criteria: TPI' STD CA/2/-/-/E/-/- Scale =.375" Ft. —WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRO SS PLATE INSTITUTE. 563 D'ONOFRIO DR., SUITE 200. MADISON, WI 53119), 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\.D W, .4f F� Q' `CO P �� T C TC L L DL 20.0 14.0 P S F P S F R E F R795--71329 DATE . - 04/20/00 _ **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 1(Lj NO 5 0 5 BC DL 5.0 PSF DRW CAUSR795 00111134 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING OF TR USS F. S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN E 3 200 B C L L 0.0 P S F C A -ENG GTP / G W H SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONIIECT0RS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO t p * T 0 T. L D. 3 9. 0 P S F S E A N - 162 6 9 Alpine En IITPRPe(I PPO(IUC[S JBCP�110II10, L;/593928 IRC. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION.CONNECTORS PER DRAWINGS 160 A - Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCEN. T HE OF PROFESSIONAL ENGINEERING RnNRnNPNBTIRn9Y6WDYL96PT1ELY 0R1T�pER TRUSS mtGOISOTHFTROFSPOUSIR11ESIGN OITY nF THF RIIIInim nl,sm FR AND USE POO THIS AN 14995 SECTION 2. �/` `.,V1� �p �TFOf !`AIJF� _ `� D U R FAC. 1.25 F R 0 M G S .II Sf'ACIPdG LT,011 (tb131-tbIAMA AJ G KANUMU LA UUINIA - 14L) TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud :W4 2x4 SPF #1/#2: :Wf3 2x6 SPF 1650f -1.5E: ** THE MAXIMUM HORIZONTAL REACTION IS 2731.24# ** <<DRAG 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. 0-11-0• W2X3 III Iii 1J uPIU rKLr/AKCU rKum 1,UiIIrU1LK IIYI'UI ILUAUJ 0 UIIIII-1—IVI\J) JUUI'II I I LU U DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 W2X3 III W3X5 = W3X7 Toa W13 —I- 0-8-4 0 8 4 10-8-810-10-8 W4X8 —3-0-0—� 9-10-12 8-3-12 2-11-2 7_ 14-8-2 18-2-8 Over 2 Supports j R=879 W=5.5" Rh=2731/-2731 R=693 W=5.5" Note: All Plates Are W3X4 Except As Shown. CA/2/-/-/E/-/- Scale =.375" Ft. PLT TYP. Wave TPI -95 Design Criteria: TPI STD '*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 t- y O W. xo 7 F T C L L 20 . 0 P S F R E F R795--71330 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, V11 53719), FOR SAFETY PRACTICES PRIOR TO HAVEPROPERLY ATTACHED (X1 P �� T C D L 1 4.0 "PSF DATE 04/20/00 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. ?� y �J " *'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW CAUSR795 00111135 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NO. C 8 0 5 BUILD THE TRUSSES IN. CONFORMANCE WITH TPI; OR. FABRICATING, HANDLING, SHIPPING, INSTALLING AND. E. B C L L 0.0 S F CA -ENG GTP'/ G W H ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN .P SPECIFICATION PUBLISHED BY TN E AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE "AST 2 I 2000 CONNECTORS ARE MADE OF 20GA A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * p * TOT. L D . 39 .0 .P S F S EON - 16273 Alpine Engineered Products, Inc. SHGrNmentn CA 95979 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' A110 USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 11'65 ILIilun 1. p "P CIVI1- \P q0 O¢� F CALIF O U R ..FAC . L. 25 F R 0 M GS . SpA,CING 21.4" (FST31-FSTANCIAS @ RANCHO LA OUINTA - T43) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 :131 2x4 SPF 1650f -1.5E: WEBS 2x4 HF Std/Stud :142, W4 2x4 SPF #1/#2: :W6, W7 2x6 SPF 1650f -1.5E: WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. ** THE MAXIMUM HORIZONTAL REACTION IS 16827# ** 'TRUSS TRANSFERS 450.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. 10 PSF BC LIVE LOAD PER UBC. W2X3 II T 1-7-14 i 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 6" 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. NEGATIVE REACTIONS (R=-3903# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X6 I.InV , /n\ - I.IA VA /n\ In W6X8= W2X3III W3X8= W5X6= W3X4(R) III W6X8 35-2-12 9-2-8 I_ 14-2-4 35-0-0 37-7-0 Over 3 Support R=5221,/-3903 W=5.5" Rh=16827/-16827 W4X6 (R) III W5X8 (R) III W2X3-III 14-2-4 2-7-0 0-4-2 +17-7-14 W3X4(A1) 4= +11-11-14 T43 R=4457/-2935 W=5.5" R=157 W=5.5" PLT TYP. High Strength,Wave TPI -95 Design Criteria: TPI STD 18 2Q CA/2/-/-/E/-/- Scale =.1875" Ft. ' 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'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. SMALL IIOT 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 QFESSIQ �(�Q� /r/� s�(J�f w -'(�`� �. ADD AS r �] T C TC BC B C L L DL DL L L 20 . 14.0 5 .0 0.O 0 P S F P S F PSF P S F R E F DATE D R W CA -ENG R 7 9 5--27794 O 6 CAUSR795 G TP / 1 2 /.O O 00164079 / C W C ` SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT . L D . 39 .0 PSF S E O N - 25260 Alpine Engineered Products, Sarramentn f A Oi914 ' Inc. 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 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TME BUILDING DESIGNER, PER Rfl 5171Y1 1'199! SGLIIUfl Z. ��lr QF CAS _ D U R . FAC. 1.25 FROM GS S p A,r I N r ? a n " (EST31-ESTANCIAS @ RANCHO LA QUINTA - T44) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SPF #1/#2 BOT CHORD 2x4 SPF #1/#2 WEBS 2x4 HF Std/Stud :W6, W7 2x6 SPF 1650f -1.5E: WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W2X3I T 1-7-14 F (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. • � yy W5X6 ,,In V A _ IAn V A m 0-4-2 +17-7-14 W3X4(A1) (4 +11-11-14 W4X6 = W2X3 III W3X4 = W5X6 = W3X4 = W5X7 - W3X4 (R) III W3X5 (R) III W2X3 III 35-2-12 E 9-2-8 _I_ 14-2-4 _I_ 14-2-4 35-0-0 r z 7 0 fE 37-7-0 Over 3 Supports J R=1352 W=5.5" R=1566 W=5.5" R=17 W=5.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18 CA/2/-/-/E/-/- Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND QFES S�� T C L L 20.0 P S F R E F " R795--27795 BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO DR.. SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO tl yy�� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �.P W. C �' T C D L 14.0 P S F DATE 06/12/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 0 y B C D L 5.0 P S F D R W CAUSR795 00164078 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO W .Z' P BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR. FABRICATING, HANDLING. SHIPPING. INSTALLING AND �L B C L L 0. 0 P S F C A -ENG GTP/CWC ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NI TH 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. Ex CE PT AS NOTED. APPLY CONNECTORS TO T 0 T . L D . 39.0 P S F S E Q N - 25269 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s DRAW INGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERHI D U R .FAC . 1.25 FR0M GS RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Alpine Engineered Products, Inc. CQnp�nEnT)Fp$g�R EgQ�b�t�IE AR BUILDING 15 THE RE5PDNSIDILITY OF THE DVI LDIN6 DESIGNER, PER �f CAS SPACING 24.011 EQoxnmBnle;0,.9;00 AA51/ip1 � 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 OFTHE 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 are 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 forr the properperformance 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. JOB SITE HANDLING Spreader bar for larger trusses Q ® 111 ALL TRUSSES SHOULD BE PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY Proper banding and smooth ground allow for unloading of trusses without damage. This should be done as close to the building site as possible to minimize handling. DO NOT break banding until instal- lation begins. Hand erection of trusses is allowed, provided excessive lateral bending is prevented. DO NOT STORE UNBRACED BUNDLES UPRIGHT Fail pill If trusses are stored vertically, they shall be braced in a manner that will prevent tipping or toppling. Generally, cutting of the banding is done just prior to installation. A& DO NOT STORE ON UNEVEN GROUND r.. If trusses era stored hodzontalNty ocking should be used on eight to ten tool centers., es required, to minimI lateral bending and moistdre gain. BE EXERCISED WHEN REMOVING BANDING TO"AVOID DAMAGING CARE SHOULD G TRUSSES. S During I n t rm storage, trusses shall be protected from the nviror mens in a man TJ aprovides for adequate ventilation of the trusses. If tarpaulins or other [naterlal is used, the an shall be left open for ventilation. Plastic is not recommended, sineinirp moisture. NG ALL TRUSSES THAT ARE ERECTED' NE AT A TIME SHAVE HELD'SAFELY IN'POSITIOM BY THE ERECTION EQUIPMENTtUNTIL SUCH TIME AS ALLMECESSARY BRACING HAS BEEN INSTALLED AND THE ENDS dF' THE TRUSSES ARE SECURELY FASTENED TO THE BUILDING. UNLOADING' & LIFTING SPREADER AVOID LATERAL BENDING TOED IID W 60° or less 11, 1— length up to 30 feet - Truss sling is IN BENDING F � up l0 30 where these criteria are met. SPREADER p1 TOE IN J TOE BEGINNING THE ERECTION PROCESS 3 CRITICEB AL PLANE. PREVENTING CING. AS TRUSSES OWN.FROM DO NOT USE SHORT SESBLOCKSWIT TOT ACE IS CRITICAL IN PREVENTING TRUSSES FROM INDIVIDUAL TRUSSES WITHOUT A r It is important for the builder or erection contractor to provide substantial bracing for the first truss erected. The two or more LEANING OR DOMINOING. REPEAT AS SHOWN TO SPECIFIC BRACING PLAN trusses making up the rest of the first set are tied to and rely upon the first truss for stability. Likewise, after this first set of CREATE A SUCCESSION OF RIGID UNITS. trusses is adequately cross -braced, the remain trusses installed re upon this first set for stability. Thus, the perform- DETAILING THEIR USE eq N ^9 rely Po br P° Continuous X -bracing encs of the Truss bracing system depends to a great extent on now well the first group of trusses is braced. lateral brecing GROUND BRACE - EXTERIOR GROUND BRACE - INTERIOR One satisfactory method hes the first unit of trusses off to Another satisfactory method where height of building or Web members 1,-15-4-15-4 a series of braces that are allached to a stake driven into ground conditions prohibit bracing from the exterior is to max. max. the ground and severely anchored. The ground brace tie the first Truss rigidly in place from the interior at the X.brscing should be installed on vertical web members 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 direr- and capable of supporting the ground bracing forces. wherever possible, at or near lateral bracing. Plywood lion, inside the building, are also recommended. Securely fasten the first truss to the middle of the build- sheathing may be substituted for X -bracing. Note: Locate ground braces ing. Brace the bracing similar to exterior ground bracing for first buss directly in line shown at left. Set trusses from the middle toward the end Web members *'. ith all rows of top chord con- of the building. Properly cross -brace the first set of truss- ,I,b O Brace the nuous lateral bracingeither a� 'L BRACING REQUIREMENTS USING THE emporary or permannt). as before removing boor braces end setting remaining PoQaN breeing SAME PRINCIPLES APPLY TO trusses. 11 f 2nd, 3rd & 4th trusses PARALLEL CHORD TRUSSES First truss 14 minimum Temporary support wan d or temporary scaffolding mw (helps when installing Sari' Bottom chords rst truss to be well long clear span trusses) GroundKbm bmced before erection Note: Top chords and some web members are notof etltlitional units.shown, In order to make drawings more readable. Brace the bGround bracing , Bearing for trusses° STACKING MATERIALS .- Latera � Ground stakes Minimum Two lad Double Headed Nails a�°° o nd ( DO NOT PROCEED WITH BUILDING COMPLETION UNTIL '�> 2 pdjl ALL BRACING IS SECURELY AND PROPERLY IN PLACE ja 2x4 minimum size �sv O ��� sae emvmmmvmx,a awe This level represents Platform must 9U 1 V: netretion ground floor on single De rigidly brace p story applications _ 01' N Chord �MINADEQUATE SIZEOOF BRACING MATERIAL OR INADEQUATE FASTENING IS A MAJOR CAUSE 12 F\ERECTION DOMINOI` NG. ERECTION TOLERANCE Z � I NEVER STACK MATERIALS ON UNBRACED proper distribution of construction materials is a mu: 1Z x' Length 1 Length OR INADEQUATELY BRACED TRUSSES during construction. Q t to / Lesser of __---_.-_ Acceptable ! DOW or 2' Length 16' to 32' = 1' Length 16' to 32' = 1' against out- sitle load �[ Plumb Bob length 32' t over = Length 32' 8 over = 2' bearing wall ¢ Complying with erection tolerances is cri o%I to achieving an accepts root or Boor line, AND TO ACCOMPLISHING rQ'�'EFFEC7fVE`BRACING: Senmg Trusses 'min`tq.emnce the first time will pr enol the need for the hazardous practice of Q respacing or adjusting lasses when roof sheathing roof purlins are irtstalletl�llusses leaning or bowing can cause nails Aaeptable W to miss the top chords when sheathing is appl,Iid tan gate cumulatNe stresses on sty° bracing, which is a frequent cause over Poad .Q of dominoing. WHEN SHEATHING, MAKE SURE NAILSARE IVEN INTO THE TOP -CHORD OFTHETRUSSES. NEVER STACK MATERIALS NEAR A PEAK bearing wall Q `\1 W BRAG�IVG W p,` _ Always stack materials over two or more trusses. Q ,� NEVER STACK MATERIALS ON THE Not to exceed 4'0' maximum from bearing 'y CANTILEVER OF ATRUSS 4-0- -j 4'0' -i V M DO NOT INSTALL TRUSSES�DO NOT WALK ON D NOT WALK 0 TRUSSES HEM )M ONTEMPORARILY UNBRACEDTRUSSE� 1 GABLE ENDS LYING FLAT !.Q CONNECTED SUPPORTS W i 0. All anchors, hangs tie -doves, seats, bearing ledge mol nailing direction Yr ng / etc., that are pad o4 the supporting stri(ctweshall.be Roofing and mechanical contractors are cautioned 0 Q accurately and properly placed and permanently nails sin Is stack materials only along outside supporting member attached before truss installation begins. No trusses brace Ss or directly over Inside supporting members. Trusses an Z _- - ___ shall ever be Installetl on anchors or ties that have tem- �Y )` not designed for dynamic loads (i.e., moving vehicles) N direr) of ce pore"/ connections to the supporting structure. \ NEVER OVERLOAD SMALL GROUPS OR Extreme care should be taken when loading and stacking W I direction SINGLE TRUSSES. POSITION LOAD OVER construction 0materials (rolled roofing, mechanical equip NAILING SCABS TO THE END OF THE BUILDING TO of force mpnL etc.) on the roll or floor system. O di esti ailing BRACE THE FIRST IS NOT RECOMMENDED. �� AS MANY TRUSSES AS POSSIBLE. F- i All nailing of breclnf should be done so that nails are 4K NAI SIN WITHDRAWAL driven perpendicular to the direction ofroe, as snow WELL NAILED II H (PARALLEL TO FORCE) at right. (PERPENDICULAR TO FORCE) Sleeper = BRACING REQUIREMENTS FOR 3 PLANES Ota ROOF F LL T666em rely erection bracing must be applied to three planes of the roof�isystem to on ire stability: Plan 1) Top Chord Panel point ' (C It phing), Plane 2) Bottom Chord (ceiling plane). and Plane 3) We jimnber plan, or vertical plane perpendicular to Sleepers for mechanical equipment should be located a t Is. 3!i panel points (joints) or over main supporting members NEVER CUT ANY STRUCTURAL 1) TOP.CHORD-PLANE: Mo t4mportant4o4hebuildenor—•2)-BO - OM CHORD PLANEr•ln-order to hold proper and only on trusses that have been designed for sucl erection contractor is bracing in the plane of the top spacing on the bottom chord, temporary bracing is rel MEMBER OF A TRUSS. loads. chord. Truss top chords aresusceptible to laterel buckling ommended on the top of the bottom chord. CAUTION NOTE S before they are braced or sheathed. Appmx. m to'/' Continuous fox '/, to K truss lenge Top Cho Web members lateral bracin �wss length —1 up to 60 feet web g Errors in building subcontractor lines and/or dimensions, or errors by others shall be corrected by the contractor or responsible con If Continuous lateral stroction trade e sutxxmirector or supplier BEFORE erection of trusses begins. . up to so feat Tagtine brecing c°^a^°°°s Tagtine L Bosom Chord'lateral bracingCutting of nonstructural overhangs is considered a pan of normal erection and shall be done by the builder or erection con Diagonal rating Minimum 2x4x10' Bottom Chord tractor, ' Use spreader bar in ALL other cases. It should be noted that the lines from the ends of the spreader - Minimum 2x4x10' 6. lateral bracing lapped •,,' bar "TOE IN"; if these lines should "TOE OUT" the truss may fold in half. lateral bracing lapped over Mro trusses at S Any field modificafion that involves the cutting, drilling, or relocation of any structural truss member or connector plate shal over two lasses a ' to 10' ' each end. not be done without the approval of the truss manufacturer or a licensed design professional. STRONGBACW each end. metho SPREADER BAR — .�_ — 1, STRONGBAC W e ai, SAFELY and procedures i mea are Ictum. These to ensure that the overall m for bracing wo techniques employetl 1 put r and roe _—"-'�—- SPREADER BAR = erne olleatl y ile�nkalr�rsoncomnelen a wood tn,hoist mak �sL due o the od a .esSP°^ar�aaroinVav ebarese g ry. P only as a GUIDE for use by a qualifies Wilding designer, builder, or °radion contractor. Thus, the Wood Truss Council of Amerid Ik' 45", expressly disclaims any responsibility damages arising tram the use, application, or reliance on Me rewmmerdations and Nforma 2a tion contained herein. _ _ _ _ _ _ Connect end Selected text and figures referenced or reprotlucet NEVER HANDLE TRUSSES FLAT Not to scale. of bracing to rigid from HIB and DSBbypormimionofthe TrussPlat( Beginning with the unloading process, and throughout all phases of construction, care must be taken Prez I'to V. II Prox. I, m'/• _� Diagonal bmcin support or add diagonal Institute, Madison, WI. 9 9 9 P 9 Ss tangs I F" — Ad, uss lenge bract" at approximate 20' to avoid LATERAL BENDING of trusses, which can cause damage to the lumber and metal conhector�1 repeated every 20' at 9t ly plates at the joints. Ta line over 60 feet—tel--Ok'er 6° feet _ 45° angle to trusses - interva s (repeat et Doih entls).' 9 Tagtine EXACT SPACING BETWEEN TRUSSES SHOULD BE Long spans, heavy loads or other spacing configgure-MWOOD TRUSS COUNCIL OF AMERICA USE SPECIAL CARE IN WINDY WEATHER. For lifting trusses with spans in excess of 60 feet, it is recommended that a strongback/spreader bar be MAINTAINED AS BRACING IS INSTALLED to avoid the tions may require closer spacing between laterel brec- One WTCA Center used as illustrated. The strop back/s reader bar should be attached to the to chord and web members hazardous practice of removing brad" to adjust spat- i^Q and closer intervals between rilegorals. Consult the 6425 Normandy Lane IF USING A CRANE WITHIN 10 FEET OF AN ELECTRIC LINE, CONTACT THE LOCAL POWER 9 P P g g building Oastgner or HIB and DS (Recommended Madison, WI 53719-1133 COMPANY. at intervals of approximately 10 feet. Further, the strongback/spreader bar should be at or above the ing. This ad of 'adjusting spacing' can cease Crosses to Design speclt:tion for Temporary Bracing of Metal - mid -height of the truss to prevent overturning. The strongback/spreader bar can be of any material with topple if connections are removed at the wrong time. plate ConnecfedWood Twsses) for details. 606/274-4649 m - www.woodtruss.com fax IF USING A CRANE WITHIN 5 MILES OF AN AIRPORT, CONTACT THE AIRPORT 30 DAYS PRIOR �• sufficient strength to safely carry the weight of the truss and sufficient rigidity to adequately resist bend- wtca�woodtruss.com • www.woodtruss.com TO ERECTION TO LEARN ABOUT ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. ing of the truss. i- DIAGONAL OR CROSS -BRACING IS VERY IMPORTANT! Copyright igas-iggg wood Truss council of America 1 MEN 1 MINOR 1 1 1 1 1 1 1 1 1 1100111100 1 MEM, 1 SUPPORTCALIFORNIA -.HIP PERMANEN!T ..BRACING -DETAIL PERMANENT BRACING CRIPPLE START OF TOP CHORD LAT TOP CHORD. PURLINS. START OF TOP CHORD EXTENSIONS. (SLOPING TYPICAL),,, .(CONTINUOUS) EXTENSIONS. SLO13ING SETBAC SETBACK 0 Lill 11 MMOMMINN NOUN Is �im NONE Monson ME Innis ■■■■ ■ OMEN' NIS :::: �::: C::�% .!IMES\. ■ I i ■.I ► ■. %e .i���\000 I.■► VIA ON \ o ':�III��IhC�����������������.,, �i 1 . COMMON TRUSSES l t CALIFORNIA HIP SYSTEM TRUSSES '—y1HIP 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 N1 HIP•CAN-BE EXCLUDED WHEN ALL OF THE FOLLOWING CHORD (4' O.C.'CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD CONDITIONS ARE MET: I) THE CONTINUOUS TOP CHORD PURLINS ARE ATTACHED TO AND EXTENDED TOP CHORD, USING 3 - Od COMMON TOC NAILS OR 2 - lOd ' THE FLAT TOP CHORD OF THE qq1 HIP. 2) THE END JACKS ARE SHEATHED WITH COMMON NAILS THROUGH PROPERLY, ATTACHED STRUCTURAL PANELS.) FACE. . SECTION A—A — SECTION B—B FIELD APPLIED OR BUILT—IN CRIPPLES IN PLANE — BUILT—IN CRIPPLES OR CRIPPLE- ` OF TRUSSES 01 FIELD CRIPPLE SPACING m JIM 0 IN 1 . COMMON TRUSSES l t CALIFORNIA HIP SYSTEM TRUSSES '—y1HIP I 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 N1 HIP•CAN-BE EXCLUDED WHEN ALL OF THE FOLLOWING CHORD (4' O.C.'CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD CONDITIONS ARE MET: I) THE CONTINUOUS TOP CHORD PURLINS ARE ATTACHED TO AND EXTENDED TOP CHORD, USING 3 - Od COMMON TOC NAILS OR 2 - lOd ' THE FLAT TOP CHORD OF THE qq1 HIP. 2) THE END JACKS ARE SHEATHED WITH COMMON NAILS THROUGH PROPERLY, ATTACHED STRUCTURAL PANELS.) FACE. . SECTION A—A — SECTION B—B FIELD APPLIED OR BUILT—IN CRIPPLES IN PLANE — BUILT—IN CRIPPLES OR CRIPPLE- ` OF TRUSSES FIELD CRIPPLE SPACING CRIPPLE " REFER TO ORIGINAL DRAWING SPACING COMMON- CRIPPLE SPACING. CHORD EXTENSION ON — (TYPICAL) C) (D) 1 SETBACK (C) y1y 3y4y5y6 * (B) (B) (B) (B) (D) (B) - (D) (Byl HIP GIRDER SETBACK SEE CA—HIP ENGINEERING FOR JACK TYPE 'USED. FRAMING - NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE (B) -PURLINS SPACED 24"O.C. TYP. OICTRUSSESTARER, 2X4) (CONTINU(C) NORPTTRUSSLFABATOR.TPERSONSSERECTINGLTHE CRIPPLESUS SPACED 4B" O.C. TYP. REGARDING CONVENTIONAL ADVICE PROFESSIONAL ENGINEER (D) BUILT—IN FILL CRIPPLES * NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FACTOR REQUIRED. (HORIZONTAL MEMBER OPTIONAL) THIS DRAWING REPLACES DRAWING CD110 ■■VARNING■■ TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS iy TC LL PSF REF CALIF. BRACE PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED, TOP CI(ORD SHALL HAVE O y • yyC jC DL PSF DATE 06/25/99 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI or DESIGN 70 THE )NSTALLATION FROM THIS DL PSF DRwG BRCALHIP0699 AL INE ENGINEEREDIMPORTPRODUCTS, INC. SHALLYNOT BEIS "R.' C RESPONSIBLE FOR ANY DEVIATION ` DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE C LL PSF —ENG PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND * PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL OT.LD. * PSF . CXCEPT AS NOTED. APPLY CONNECTORS TO EACH -FACE OF TRUSS AND. UNLESS OTHERVISE LOCATED ON �fl�Q THIS DESIGN. POS FTSEALT11IS DRAWING NTES ACCEPTANCETSSOMPUT DUR.FAC. * , ABENGIEERINGPNSILITYSLY THEEUISUITABILITY OF TC OFORANPARTUNG THE RESPONSIBIL11Y Or THE BUILDING DESIGNER- PER ANSI/TPI 1-1995 SECTION 2. f SPACING I THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR LUMBER GRADES TCLL/TCDL MAX SETBK TCLL/TCDL MAX SETBK SPF 165OF-1'.5e•• 16/7 = 23# 8-8-0 16/14 = 309 * 8 -0 -5 - SPF 2100-I .8e 16/7 = 23# * '8-10-0 16/14 = 30# 8-4-0 * NOTE: MAXIMUM SETBACK IS FROM INSIDE OF BEARINGS. PLATINWITCH 2.82-3.00 3.00-4.50 4.50-6.00 A 3X8 3X7 3X6 B 3X5 3X5 3X5 C 3X8 3X8 3X8 ** CANTILEVER HEEL ** 3X4 PLATES OVER SUPPORT -3 2X4,•2X6, 2X8, 2X10 BLOCK.FL GRADE 2.82 ' 6.0 v (A):. 2X6 HIP RAFTER DETAIL THIS HIPJACK DESIGNED TO SUPPORT CONVENTIONALLY FRAMED RAFTERS. (SS) SHIM ALL SUPPORTS SOLID TO BEARING. CONVENTIONAL FRAMING IS Nar THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (NO) NO OVERCUTTING ALLOWED ON RIPPED CHORD. DEFLECTION CRITERIA:. LIVE LOAD L/240 TOTAL LOAD = L/180 2X4 EXTENSION TO BE SUPPORTED (C) 1 EVERY 2-0-0. SS VARIES WITH - PITCH ** RAISED HEEL ** (B) (P) BLOCK PLATE 2X4 — 2X6 2X6 — 2X8 2X8 — 2X 10 2X10 — 2 X 1 2 I VARIES WITH PITCH k (NO) 10" MIN OVER 2 SUPPORTS ' R=.34711.,.MAX •W = 1.5" MIN R = 694N MAX W = 1'. 5" MIN PLT. TYP. - ALPINE GN R T QQQ F�7 OFESSIp C= C= O O O O * I MP O R T A N T 9 *ALPINE ENGINEERED. PRDDUCt9, 1NC. W A R N I N U ASSES IlE0U1RE E%IREME CARE Qv W p y y TC LL PSF REFI R795-90581 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AN LOADING- ATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB -91 BY TPJ. SEE THIS DEST 1 ' ` 2 TC DL PSF DATE 06/20/95 OFAILURE 10 BUILD 1HE TRUSS IN CONFOTOIANCE WITH OS1BB BY IPI. FOR ADDITIONAL SPECIAL PERWANENI DRACINGe ALPINE CONECTORS ARE WIDE OF 20GA DALV. STEEL MEETINO ASTM OUInEMENTS. UILESS OIIIEPWISE I1101CA1ED, NO. 5 J BC DL SEE PSF DRW CD 119 O AdAG GR B EXCEPT AS Ig1E0. APPLY COIHEC10R9.10 EAF,1" FACE OF - CIpPD SIULL OE LAIEMLLY OnACETTin"PABOVE 1tRF5 AIO UIILESS O111EnWISE LOCATED oN TM19 OESIGIL POSITION LY At1ACIED PLYWOOD SIEAIIIIIIG. BOTTOM * BC LL PSF CA -ENG PBC SNR4{rOnrlnrn OmrnrE !?V. !!0 9 igOT•t, nr{{nl r{uglgl0 WI{N'wKMP,r k1t!VIKO PIMCU1.1110 CCCI U I , LU.OO. COIIFOnM M/APPLICABLE PROVISIONS OF NOS 0 TPI. AN E1101NEEn'S ALPIIE TECHNICAL IA'DAIE (7/1/911 FOR PROPER tJTJ, C1V1�- Q` IN ONLY. 11113 A14 SMALL bl BFInEllE0THE UPON0lANYTOIIERDEPICTED IERE DESIGNLIO iLEC111U55 EnEc111011 COII/MCTpnTH14 9lF OF \F DUR. FAC . 1 - 25 O - O' [= O O O ---IPI - IRUSS PLATE IIISIIIUTE, IDS.- 1991 NAIIOIIAL DESIGN SPECIFICATION FOn WfWIN CON9ImjC1I011 SPACING 24.0" (2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD �(3) 16d BOX NAILS (D)F-(A) a(3) 16d BOX NAILS (C) (B B) (2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO 7 TRUSS TOP CHORDS PER SPECIFICATIONS (3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING m �VtramVt1 1"VOOK10 t11 4-t V%. 43) 16d BOX NAILS, (3) 16d BOX 'OE-NAILED NAILS, TOE -NAILED �((2) 16d BOX NAILS, 'I'OE-NAILED RA'T'ED (D) A) SHEA'T'HING (C) (3) 16d BOX GIRDER NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING ++VARNINGRx TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSIALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 587 D'ONOFRIO DR., SUIIC 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING TtJESE FUNCTIONS. UNLESS 0711ERVISE INDICATED, TOP CITORD SIIALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACIIED F 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 THC TRUSSES IN CONFORMANCE VITH 1PII OR FABRICATING, 1 HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITT( APPLICADLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIrICATION PUBLISHED BY TIIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A633 GR40 GALV. S7CC EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACC OF TRUSS AND, UNLESS OTHERVISC LOCATED THIS DESIGN, POSITION CONNECTORS PCR CRAVINGS 160 A-1. THE SEAL ON TINS CRAVING INDICATCS ACCEPTANCE Or PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TIM TRUSS COMPONENT DESIGN SHOVN. TIIE SUITABILITY AND USE OF TMS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Or 11Ir BUILDING OFSIGNr R. Pro ANc111PI t -tont err Ltn. a DRAWING REPLACES DRAWING V105-CONVI 0�0 w 1E' yF9y No. C p Ev. CtVTL TC LL 30 DL 20 DL 10 LL 0 T -LD. 60 UR.FAC. 1.25/1.33 CONVENTIONALLY -FRAMED VALLEY DETAIL (A) 2X6 OR LARGER SP #2 OR SPI' #1/#2 VALLEY RAFTER PARTIAL FRAMING PLAN (B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") (C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") c �� �f_j}lQTO� SPACING SEE ABOVE (D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES > AT 24 OC NOTE: RIDGE RAFTER (D) MUST NOT BE Or LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DE'T'AILS. VALLEY AFTERS RAFTERS,—=:— (B), (B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". (B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'.-2". RIDGE RATTER 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 (D)F-(A) a(3) 16d BOX NAILS (C) (B B) (2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO 7 TRUSS TOP CHORDS PER SPECIFICATIONS (3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING m �VtramVt1 1"VOOK10 t11 4-t V%. 43) 16d BOX NAILS, (3) 16d BOX 'OE-NAILED NAILS, TOE -NAILED �((2) 16d BOX NAILS, 'I'OE-NAILED RA'T'ED (D) A) SHEA'T'HING (C) (3) 16d BOX GIRDER NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING ++VARNINGRx TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSIALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 587 D'ONOFRIO DR., SUIIC 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING TtJESE FUNCTIONS. UNLESS 0711ERVISE INDICATED, TOP CITORD SIIALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACIIED F 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 THC TRUSSES IN CONFORMANCE VITH 1PII OR FABRICATING, 1 HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITT( APPLICADLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIrICATION PUBLISHED BY TIIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A633 GR40 GALV. S7CC EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACC OF TRUSS AND, UNLESS OTHERVISC LOCATED THIS DESIGN, POSITION CONNECTORS PCR CRAVINGS 160 A-1. THE SEAL ON TINS CRAVING INDICATCS ACCEPTANCE Or PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TIM TRUSS COMPONENT DESIGN SHOVN. TIIE SUITABILITY AND USE OF TMS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Or 11Ir BUILDING OFSIGNr R. Pro ANc111PI t -tont err Ltn. a DRAWING REPLACES DRAWING V105-CONVI 0�0 w 1E' yF9y No. C p Ev. CtVTL TC LL 30 DL 20 DL 10 LL 0 T -LD. 60 UR.FAC. 1.25/1.33 30 15 10 0 40 7 10 0 57 PSF PSF PSF PSF PSF REF CONV. VALLEY DATE 06/25/99 DRWG VALCONVF0699 —ENG MLH KAR 55 1.15 1.15 c �� �f_j}lQTO� SPACING SEE ABOVE STANOARD JACK DETAIL SPACING 24" D.C. DEFLECTION (:III TCIIJA:, 1.5x3 (LIVE- LOAU) FIAFT(I1 SLOP'S < 4: 1U I_/24U IIAFTEII SLOPES > 4: 1?_ < 12: 12 - L/240 CEILING JOIST ^ L/240 RAFTER IS TIME nESPONSIUILITY 01" THE (.IUILDING DESIGNER AND " MUSS FAUHICATO11 TO nCVIEW THIS U(IAWING PnIUn TO CIJTTI14G L111•I01111 TO VEIIIFY IIIAT ALL UATA, INCLUDING DIMENSIONS . A14D LOADS, CONFOnm To T'llF AnCIIITECTUnAL SPECIFICATIONS AND FADnICATOn' S MUSS LAYOUT . 2X4 �. I .DX3 ' MAXIMUM CLEA / n SPAN__—_-._._........:...:_:.__.....----�, 2X4 1lE1a-FIR srnNOnnD -nr_ouinCo IF RAFTER rlo,r CEILING•JOIST SUPPORTED AT CND RAFTER -SLOPE 4: 12 nnF-TEn S L 0 P C > I: 92 OU'I' _� 7__ 12 CEILING JOIST LIVE LOAD (PSF) 2.0 20 30 40 . 16 16 30 40 DEAD LOAD (PSF) . 10 15 10 15 10 15 10 ]3 5 DURATION FACTOR 25% 25% 15% 15% 25% 25X 15% 15% 1.00 . SIZE GRADE-41AXIMU4 CLr_NI 51 IAN -- 2x4 Al FL 9-2-0 __....-0-7_0 ..._._...7-11-0 --------. —�_._- a -i 1 a4 7 -0 — --o � -10-0_.... 6-10-0 ...._._._.....---- -- 6-9-8 8=22- 2X4 ss 9-6-0 0-11-0 8-5-0 _ 7�-2-8 9-3-0 0-7-0 0-2-0 7-0_0. -- -• -- -• _-- .9-0=Q— 2X6 P FL -- 13-4-0 12-6-U 10-9-0 9-4-0 -- — — - 12-3-0 - 11-6-0-- -10-9-0 9-4-8` 13-11-0 2X6 SS FL -- 13-11-0 13-1-0 11-10-0 10.41000. 12-0-0 1 1-1 1-0 11 -4 -0 10-6-0 . 13-11-0 / 1 REVISED•7/6/94 JPJ 40 PSF LIVE LOAD r__1 f= C= C=3 C= 1= O G J C= C= o. 0 1j r•= C=I o (� t1 1=1 LPINE TRUSS >s1<IMPORTANTI< s;ul LX1l u�ut (r" uln le�iilE �'.l mr. WARN I FIG::�'S�A+ Ory111rEEti(CI ItiF1 cM nEIIAIIn11 rrr0/1 11113 IIESICn On II[s( SI1!clr II:AI Item, till felt nIlAC11A7. RC IIIII•ni Of IN. ME 11113 Est l rA1LU0E 10 OUILO IIE Reqs 111 Cdr111e1AICE MIM OSlnn Of 11'1. (WI AIMIIIIPIAL SPECIAL 11111MIrut Oil Ilr. AErttif C(P1ECloti3 AIX IIAOE Or JOGA CAIV. 31E(L 11rC1IlIn ASIN 011111F•/(Ills. UTA.(SS-nllrnNl S( italic' Ell. tk A/ae cn O VC(rl AS Itnl(0. AN\/ CIPrI(CIU1s lit EACH TACE Or Linin) SIULL HE (AII.OA1.1I n11At111 PI 11 PI 11 Inlgt Ain IRO/S3 OIIEIMISE IOCAILn 011 !ills n(smi. !•9+111011 %I,AIIACsVP rlhpnl Nr.Al1101c, 001 1a ematetatis r(n onArolrs cue, Iso a ICOA-►, ritSIrAI 3lAaluus elln rlrlr(nI AI1A1arU nlrfil I:(n.uai -• s Caron( ■/Arf%ICAoIE IVe1v ISI01n Or jai$ ( Irl. Ali III011rfn•3 Al rlIE II.e1u1C4 IA•OAIC _1(/1/911 !1111 !loon SIAL 011.11111 DOAMIIri An•UE3 In till C1r3'IPrlll o(ricl(n I,EIX OIIfPAII. Arls.ICAllml, IUIellpl A clrt Or fins 111 (PILI, AIu SIMM. Int 0( OR1fil III'F1 111 Aur nllrn 941, IM(situ 111 ht IIaIGS (141:111.1 NWIMAt1ti/1• JACK DETAIL m COI01 A (-) n C 33 10 10 N A RCF (1992--90913 DATE 02/17/93 OnW CDIOIA� CA -ENG JS TYP. NOTCH O 24" O.C. 3.5" Max.� 1.511 /t Max. 1/ SYM ABOUT 1'r I . (P1) 12" Min. 24" Max. .0 (N) (G) I((S) I tronyback �'bC nall to ledg, er 17.11 U.C.) \ �/ A 3 5 OU1111.001(Elt Ledger CRITERIA (nal.1 to vert. \-•-I14(K) w/7. -10d halls) -Gable j� -- DETAIL 'A' (T) Gable �\ End 24" Max. Outlooker._. F (Si) _ 2X4 F.L. 112 or BTR Stronyback brace 12 Varies 6110 C. Ledger 11 Max. I I CONTINUOUS SUPPORT (P1) Peak plate to match common trusses. (S1) Splice plate to match common trusses. (111) Ileel plate to match common trusses. N • • In-! CSi1110 1 Max. Web Length belts 2-0-0 _ � --f _0=1_0- 13-6-0 -- — - •, 1,A 11.5 B. I(.OLX Eeul oU r�r_rn 11 •n• (G) Gable end design based on 00 MPII wind load, exposure "C" at 0-7.0 Ft. mean height. (C) 1X4 continuous lateral bracing for brace (strongback) member longer than 72". Attach at midpoint of cacti brace W/2 -8d common nalls. Itoo f Tia Ler la OuLlooker Gab) a ell(] Deta.11 "A" - 2X Ledger — CD100 -lr- -Ir- Strongback _ COTiTt braced at 60" O.C. TRUSSES (0) Option to web platiny: -use (3)-2" BRACING DETA1I, wire staples (0.072 Dia./15 GA. ) Loe- nalled Lbru chord Into web & thru web Into chord on one face for a total of 6 staples. (P1), (S1), & (II1) must (0) be plated. \ Plntr-- Max. Web Length 1X3* 2-0-0 _ 2X4* 3X4* _0=1_0- 13-6-0 -- — I) \(T) Refer to Simpson CaLalog C-9211-1 for product attachment specificaLl.on (aWich \A35 In F1 direction) .---- 2X4 SPF Max. Length Max. Length * \�� lumber without W/strongback lgrade bracing (N) brace (S) 8-0-0 LL ..--.--- _...1 O -- II ----11 ._._....._ STANDARD 4-2-0 NO'T'E: This detail may he used for trusses wiLh pitched B.C. also. (K) Spacing for 114 = 71.0" o.c. Span to match common. trusses NOTE: Chords to be 2X4 Fir -Larch 112 141111mum SEON-= 50006 nEV 15.6.5 SCALE - 0.5000 0 0 0 0 AIP"( ull;1MV1lu POWID :IS. 116. VIE f IMPORTANT( InUssES uUn,llt rAluf,ME CAI-( WARNING ��11� �CISIIIr.s1c Q ! Q����'D w. yF�yG'2 DESIGN CnIT: UBC REF R304 49442 7/20/93 _ 0 0 oft IS at i�ESElj4(I:IfICAllufl[ U,l All/ DIIACII#G. SLC IIo�o111nr s(11 AIInIJIor1A( SPECIAL uEn4A14"I 141.1."4 I 4,Allu TC LL 30.0 PSF GATE C=3 CJ o o fatU-E to 0uu0 oic muss III C014onNAUC( will$ US1011 Of IN fort I � < '� 'rC DL 15 .0 PSF ORWG .COIOfl o (� C=I o ALP1111 (0I0IEC101(2 APE MAINE a %ODA CA(V..SIM MC(n1G :SIM t11 TACH rAC[ of OIItn[ME111$. UN.(SS 011<11WIS[ 114)1CAnn. nron0 Slue n( [aUI11111 1n1ACE11 Mit., P,4M' NO.0 00 (U) 5 0 0 I= C� A44/ cn A tXC(n1 AS IMII10. APMY WrnEClnnS C OL .0 PSF CA-ENG,'1'r o P INE ALPI L� II IISS A„d UI[(SS u11411111sc [(ICAIEO IMI 11115 111SIC.1k POSIIIIIM [Y AIIACII(II P(YM0110 SIKAIIIII':. 0011114 Gia AIIAGgD n101n cEl[Ilr. •- [.n '+W _.... 50 PSF 0/A LEN. VARIES C=) rl ^ / 1 TRU33 o I� ca+Rclons n(n IrlAwllcs Iso. Igo C IsoA-f, n(sIc1I slAlsulus Co. WIN M/AnI'L CA rnorlsl011S w los c "'t. An umlllE(n'S -WAi1„ MIlot 14NM'Elli AEnul( 11CINnut. toll Iul/on Iml 1. 1. ;,;.-:.,� I,�ICA11C::. fU•u1ts1l.11•f (� Ilel1 TOT.LD. .0 ----� - Dun.rnc. i . 15 PITCH VARirs `\\' "Al. al 1111 WAIIIIlu Aw.Itl 10 flit LO l,t-•sL;tnik:-; III WILY. AINI S14[( 1011 E( IK(ICO U -(MI 111 A"f IMS II MAY. II(SIWI 10 11( InUSS tmetimi CIn11nAC Rill. s\ (' I� l9Tf --.. GABLE END o �,�E� - - - - .- SPACING - rYPE CI � 1� •..IPI IM65 ria[ 111St11I,lr. 1.15 = 1991 11Ann11AE nIS11:11 :4'(L1f�CAi1011 f,Yl M,Inn 1:OIfille21IIP1 cl 00 rw %-, W A\ -�j% cca��`i TIMBER PRoDucrs INSPECTIOtVI NC. dba GENERU TESTING AND - INSPECTION AGENCY Post Office Box 20455 - 6600 NE 78th Court, Suite A-5 Portland, Oregon 97220 We are an inspection agency recognized by the International' Conference of Building Officials.- Council of American Building Officials NER,7QA 275. ..This is to verify 'that: SPATES FABRICATORS, INC. 85-546 B -Middleton Street Thermal, CA 92274 is under ourAudited Quality Control Program and has been since: July 2, 1990 We audit the production under the Uniform Building Code Standard,25-17, Section 25.1738 and 39. Inspections are made at least quarterly and we make intermittent inspections of trusses in the field. We find the quality observance of this plant to be in Conformance to the Standards. TIMBER PRODUCTS INSPECTION, INC. .V�i F11 1 1 1 1 ICBO Evaluation Service, Inc. `°°• 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright y 1995 IC30 Evaluation Service, Inc. Filing Category: FASTENERS -Steel Gusset Plates (065) CONNECTOR PLATES AND TENSION WEB CONNECTORS FOR PREFABRICATED WOOD TRUSSES ALPINE ENGINEERED PRODUCTS, INC. POST OFFICE BOX 2225 POMPANO BEACH, FLORIDA 33051-2225 I. Subject Connector Plates and Tension Web Connectors for Prefabri- cated Wood Trusses. II. Description: A. Connector Plates for Trusses: Truss connector plates, Models Alpine, Viking, Series T, Series K, Series 680, Alpine HS and Versa -2000 are joint connectors for light wood trusses and conform to Section 2343 of the Uniform Building Code. The teeth of the plates are pressed into wood members of trusses with power presses in accordance with the manufacturer's specifications. 1. Alpine Plates: Alpine plates are formed from No. 20 gage (0.0356 inch) steel and have two 3i8 -inch -long by 0.122 -inch -wide concave teeth punched from a single hole. Each pair of teeth is 1 inch on center along the plate length and 1/4 inch on center along the width. 2. Viking'Plates: Viking plates are formed from No. 20 gage (0.0356 inch) steel and have two 3i8 -inch -long by 0.140 -inch -wide concave teeth punched from a single hole. Each pair of teeth is 0.90 inch on center along the plate length. Across the width of the plate, each pair of teeth alternates with 0.293 inch and 0.350 inch, forming groups of two pairs of teeth. Each group of two pairs is 0.643 inch on center across the width. 3. Truloz Plates: The Trulox plates are formed from No. 20 gage (0.0356 inch) steel and have 0.131 -inch -diameter holes punched in alter- nating rows. The holes are 2 inches on center along the plate length and are 0.7 inch on center along the width. The plates are fastened with nails such as 0.113 inch in diameter by 13/8 -inch -long common nails. The num- ber of nails installed is determined by the design loads to be transferred through the connector. 4. Series 680 Plates: Series 630 truss connector plates are formed from No. 16 (0.0575 inch), No. 18(0.0466 inch), or No. 20 gage 0.0356 inch) steel. The Series 680, No. 20 and No. 18 gape. have teeth '/2 inch .long and the Series 680. No. 16 gage and the Series 680A have teeth 9/16 inch long. The teeth are 118 inch wide. project perpendicular from the plane of the plate and are in longitudinal rows. There are three rows of teeth per inch of plate width. The Series 680, No. 20 and No. 18 gage teeth repeat each 314 inch and the Series 680A and 630 No. 16 cage repeat each 1 inch of length. Each tooth has a pointed end and a stem that flares out at the base. The tooth cross section is V-shaped. 5. Series T Plates: The Series T connectors are formed from No. 20 gage (0.0356 inch) steel. The plate sizes may vary in width from 1 to 12 inches in 1/2- inch increments and may vary in length from 13i; to 171/2 inches in increments of 1/8 inch. Teeth, formed at each die opening, in pairs are '!16 inch in lengtfl and 1/t0 inch in width and are formed from slots spaced '/8 inch on center along the plate length and 1/4 inch along the plate width. Report No. 2949 Reissued February 1, 1995 6. Series K Plates: Series K plates are formed from No. 16 gage (0.0575 inch) steel. Plate sizes vary from 1 inch to 12 inches in width, in 1 -inch multiples and from 15/16 inches to 23'18 inches in Length in 15/16 -inch multiples. There are three pairs of teeth per inch of width spaced each 15/16 inches along the length. There are 4.57 teeth per square inch, each averaging 3/8 inch in length. 7. Alpine HS Plates: The Alpine HS plates are formed from NoL 20 gage (0.0356 inch) galvanized steel, two 0.327 -inch -long by 0.115 -inch -etude concave teeth are punched from a single slot. The slots are 0.875 inches on center along the plate length and are also staggered 0.4375 i.lches on center along the plate length. An embossment in the plate is formed in the longitudinal direction. The slots are 0.375 inch on center when measured across the embossments. The embossment width is 0.063 inct:es. 8. Versa -2000 Truss Plates (V-2 Truss Plates): The Versa -2000 plate is formed from No. 20 gage (0.0356 inch) galvanized steel. The pate con- tains eight teeth per square inch, having a'/16 inch length and a 1.18 inch width. The teeth are punched from a slot forming two teeth per slot and are slightly twisted. The slot spacing is staggered in alternate ro .ts along the plate length. The slots are spaced 1/4 inch on center longitudinally and 1/4 inch on center in the transverse direction. The plates are av3ifable it lengths from 1 inch to 48 inches and widths from 1 inch to 12 incies, with both dimensions varying in 1 inch increments. 9. Alpine MH Plates: Alpine MH truss plates are formed from No. 20 gage (0.0356 inch) galvanized steel. Pairs of 0.10 -inch Nide b;/ 0.375 -inch -long teeth are punched perpendicularto t`e ?lane of,he plate. leaving a 0.10 by 0.625 inch slot. The slots form revs spaced 1 inch lengthwise and 0.25 inch widthwise, with 8 teeth per square inn -,h. Adia- cent slots across the width are offset 0.125 inches lengthwise. Teeth are pointed and V-shaped in cross section. B. Tension Web Connectors for Trusses: 1. General: The Tension Web is a steel diagonal web for parallel chord trusses having nominal 2 -inch - thick wood chords. It consists of a formed shaoe vAth flat integral truss - connector plate -type ends. Each end contains 74 t,-rmed tee_h, 60 of which embed in each chord and the remaining in eac`I :Mood vertical wet member, :which are spaced 24 inches on center along the truss. -he wets are manufactured in right- and left-hand varieties from No. 20 gage (0.0356 inch) galvanized steel complying with ASTM A 446 Grace A steei and ASTM A 525 for galvanizing. The diagonal webs ar . availablefor over- all truss depths of 12. 14 and 16 inches, .,.,hen use .-:ith 1.5 -inch -dee: wood chords. 2. Installation: Webs are placed from one wood truss vesical weh member to the next as shovin in Figure 1. Truss connector plates. havirc nail -type projections with a minimum length of 0.2125 inch and recog. nized in a current IC60 ES or NES evaluation report, are placed or all joints not covered by the Tension Web. Wood vertical %veb members must care: all truss compressive forces, except as noted in Footnote 3 in Table 2. Single diagonal Tension Web connectors in consecutive truss panels must be placed on alternating faces of the truss. Detailed drawirgs along with substantiating calculations, must be submitter to the building otfi- Evaluation reports of 1CB0 Evaluation Service. Inc., art issued solely to provide information to ClassA members of /CBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or ant- other attributes nor specifically addressed nor as an endorsement dr recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The 1CB0 Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does notpossess test facilities to make an independent verification. There is no warranty by 1C80 Evaluation Service, lne., express or implied, as to any "Finding" or other maner in the report or as to ant• product covered by the report. This disclaimer includes, but is not limited to. merchantability Page 1 of - Page 2 of 4 tial, specifying the direction of the Tension Webs and whether single or pairs are required. The top chord bearing condition always requires a pair of Tension Webs at the truss end and two 10d common nails at each web end. 3. Design: The Tension Web is not used in compression under normal loadings. However, compression values have been noted in Table 2 to accommodate occasional load reversal. End bearing details are noted in Figure 2. Allowable loads for Tension Web members are specified in Table 2. Allowable values noted in Table 2 are not permitted to be increased for duration of load in accordance with Section 2304.3.4 of the code. 4. Tolerances: All teeth of the Tension Web must be seated fully. A maximum gap of 1/16 inch between the wood and face of the plate is per- mitted. No more than four teeth from the 1.5 -inch by 5 -inch contact area of the web are permitted to miss being embedded in the wood material. A minimum of seven teeth per web are required to embed into the vertical wood members. C. Materials: 1. Connector Plates: Truss connector plates are formed from ASTM A 446, Grade A or better steel having a minimum 33 ksi yield strength and 45 ksi tensile strength, except the Alpine HS plate has a mini- mum 60 ksi yield strength and a minimum 70 ksi tensile strength. Galva- nizing complies with ASTM A 525. G60. I Tension Web Connector. Tension Web connector is formed from ASTM A 446, Grade A or better steel having a minimum 33 ksi yield strength and 45 ksi tensile strength. Galvanizing complies with ASTM A 525, G60. 3. Wood: Lumber is nominal dimension lumber having a specific grav- ity of 0.50, such as Douglas fir -larch, with moisture content not exceeding 19 percent D. Identification: Truss connector plates are identified by the trade name stamped onto the plates. Tension web connector identified by the letters 'LW" or the word 'Alpine" stamped in the middle of each web., III. Evidence Submitted: Reports of load tests in accordance with Sec- tion 2343 of the code. Report No. I P 2949 Findings IV. Findings: That the Alpine connector plates and web connectormr prefabricated wood trusses comply with the 1994 Uniform Building Code'w, subject to the following conditions: 1. Allowable loads and efficiency ratios for the truss plates ares set forth in Table 1. 2. Allowable loads for the Trulox truss plates using 0.113 -inch. diameter nails are determined in accordance with Section of the code. Nails within 1/2 inch o1 the lumber side edge oil are not considered to contribute to the plate capacity. - .. 3. Allowable loads for the truss plate connectors maybe increatatf for duration of load in accordance with Section 2335.5.2. IF 4. Truss plate connectors are installed in pairs on opposite fa of the members connected in accordance with Section 2343.4 of the code. 5. Stresses at the net section of the steel truss plates do not exc� values permitted in Chapter 22, Division V of the code. The m mum tensile load is determined by multiplying the efficiency ratio times the gross cross-sectional area of the plate times Aw steel design stress. 6. Where a one-hour fire -resistive rating is required for t using metal plate connectors or Tension Web connectors, see Evaluation Report No. 1632 and National Evaluation Serv' Report No. NER-392. 7. Plans and calculations are submitted to and accepted by building official showing compliance with the Uniform Building Code? and this report. 8. Approved plans must specify that fabrication inspection will provided in accordance with Section 2343.8 for trusses using metal plate connectors or Tension Web connectors. 9. Specific trusses must be individually designed in accordant with recognized engineering principles. 10. The use of allowable loads specified for truss plates and Tension Web connectors with chemically treated wood is beyond t scope of this report. This report is subject for re-examination in two years. 11 I of 4 ReportNo. 2949 1—ALLOWABLE LOAD IN POUNDS PER SQUARE INCH OF EFFECTIVE PLATE CONTACT AREA AND EFFICIENCY RATIOS : egttve plate contact area is determined by neglecting the plate area within 1/2 inch of the wood end edge. "effective plate contact arca is the gross contact area. ef ective plate contact area is determined by neglecting the plate area within 0.44 inch= of the wood end for the 0-45 degree orientation and within 0.34 inches of ie end for the 46-90 degrec orientation. i. ' TABLE 2 — TENSION WEB CONNECTOR ALLOWABLE LOAD VALUES,, 2 /E L TRUSS DEPTH I SPECIES OF LUMBER SPECIES ALLOWABLE WORKING LOAD VALUES SC Bearing Double Webs Single Webb ' EFFICIENCY RATIO IN PERCENT Spruce.PlnrFlr Mont -Fir I Southern Plne I Douglas F1 Larch Alaska -Cedar SP G. 0.42 G a 0.40 G a 03S G.0.50 G s 0.46 (tension) Direction of Load with Direction of Load Direction of Load Direction of Load with Direction of load Direction of Load with HF Respect to the Length with Respect to the whh Respect to the Respect to the Length I with Respect to the Respect to the Length I SPF of the Plata Length of the Piste Length of the Plate of the PI ---.in of the Plate of the Plats PE OF PLATE Cr to 45• 4610 90' 0' to 43' 46• to 90' 1 0- to 45• 46' to 90' 0- to 45' 46' to 90' 0• to 45• 46' to 90' 0' go• pin tnc01 156 94 190 150 205 150 205 150' .200 '.126 51 50_ ?ine (gross)2 135 79 163 124 178 124 175 124 — — 51 50 :,in — — 155 135 li0 135 170 135 — — 57 42 ie 1 = 143 99 164 105 174 107 174 107 — — 60 43 •i 151 .154 155 159 187 194 180 181 — — 59 46 i= 01 No. 20 Gage — = 152 124 160• 156 160 144 — — 57 30 ' es 6801 No. 18 Gage — — 180 152 208 160 196 152 — — 57 30 ie OAI No. I8 Gage — — 150 138 150 150 153 138 — — 56 38 i1 No. 16 Gage — — 150 138 150 150 153 138 — — 56 38 pi 3 123 89 138 104 154 130 158 125 162 136 71 30 rsa-20002 I 161 I 110 I 182 110 208• 110 I 112 110 — — I 59 21, vin H= .149 116 — — 180 ' 145 — — — — 70 38 : egttve plate contact area is determined by neglecting the plate area within 1/2 inch of the wood end edge. "effective plate contact arca is the gross contact area. ef ective plate contact area is determined by neglecting the plate area within 0.44 inch= of the wood end for the 0-45 degree orientation and within 0.34 inches of ie end for the 46-90 degrec orientation. i. ' TABLE 2 — TENSION WEB CONNECTOR ALLOWABLE LOAD VALUES,, 2 /E L TRUSS DEPTH I SPECIES OF L ALLOWABLE WORKING LOAD VALUES FOR TENSIONS (pounds) ALLOWABLE WORKING LOAD VALUES SC Bearing Double Webs Single Webb TC Bearing Daub W 13 (Inches) LUMBER' FOR COMPRESSION (Pounds) SP 2.330 1.750 3.000 855 1 DF 2.330 1.690 2.000 355 HF 2,175 1500 ISS0 790 SPF 2.045 1 M0 I.S80 790 SP 2.000 145 1.980 600 14 DF 2.000 1.255 1.980 600 HF 1,870 1.225 1,980 600 SPF 1.870 1.-25 1.880 600 SP 2.000 1.345 2.000 600 16 DF 2•000 1.255 1.980 600 HF 1.870 1.115 1.980 . 600 SPF 1,870 1.225 1,980 - 600 i Ae�w load values may not be increased for duration of load. a loads are multiplied by 0.8 factor when the Tension web connector is used with wood having a moisture content exceeding 19 percent. :cies of lumber. F�uthem pine, G = 0.55 ouslas fir, G = 0.50 F emfr,G=0.43 ?F=spruce-pine-fir, G = 0.43 J al able load values are for webs acting only in tension. Double web value—the total of two webs, one installed on each face of the truss. ottorn chord bearing truss p chord bearing truss nprcssion values are noted to facilitate handling of the repairs and the possibility of encountering load reversal situation. :)w a load values for tension webs in the panel nearest the supports and in the field of the truss. " )%• Jrload values for tension webs in panel in the Held of the truss, for top chord or bottom chord bearino truss and on'panels nearest the supports for bottom chord ani truss. t e4of4 Report No. 2949 RG CONDITION 2- -j- r r 2v.* 3� IDOUBLE WEBS AoonX NAL NAILING REODUMD. SEE FIGURE NO. 2. 2 x 3 SF SF M FOR SPLICE N O P O a FRONT BACK FRONT BA�JC SINGLE WEBS SINGLE WEBS OPENING a MIDSPAN IS PERMITTED (24 INCHES MA AUM.1 A NCMES MNaNM) SF—SINGLE WEB FRONT FACE SS—SINGLE WEB BACK FACE FIGURE 1—TYPICAL TRUSS LAYOUT SINGLE OR DOUBLE WEB AS REQ'O. TOP CHORD BEARING DETAIL TOP CHORD WITH BLOCK •2x3 DOUBLE WEB TWO 10d COMMON NAILS FIRST PAIR OF WEBS ONLY BOTTOM CHORD BEARING DETAILS MAX 8 C D 3=N E F G 12-3 M I J 1 mr MN_ FOR SPLICE 2 2 2 3� IDOUBLE WEBS AoonX NAL NAILING REODUMD. SEE FIGURE NO. 2. 2 x 3 SF SF M FOR SPLICE N O P O a FRONT BACK FRONT BA�JC SINGLE WEBS SINGLE WEBS OPENING a MIDSPAN IS PERMITTED (24 INCHES MA AUM.1 A NCMES MNaNM) SF—SINGLE WEB FRONT FACE SS—SINGLE WEB BACK FACE FIGURE 1—TYPICAL TRUSS LAYOUT SINGLE OR DOUBLE WEB AS REQ'O. TOP CHORD BEARING DETAIL TOP CHORD WITH BLOCK •2x3 DOUBLE WEB FIGURE 2—END BEARING DETAILS 2 x 3 1 SINGLE OR DOUBLE WEB AS REQ -0. H -1"'° 2 1T BC SRG CONDITION I 1i 1� 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 TWO 10d COMMON NAILS FIRST PAIR OF WEBS ONLY BOTTOM CHORD BEARING DETAILS _2x4BLOCK 12' 14' (NO SHEAR 16' PLATE REQUIRED) FIGURE 2—END BEARING DETAILS 2 x 3 1 SINGLE OR DOUBLE WEB AS REQ -0. H -1"'° 2 1T BC SRG CONDITION I 1i 1� 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 TWO 10d COMMON NAILS FIRST PAIR OF WEBS ONLY BOTTOM CHORD BEARING DETAILS ,r 14' 16' 2 x 3 FIGURE 2—END BEARING DETAILS 2 x 3 1 SINGLE OR DOUBLE WEB AS REQ -0. H -1"'° 2 1T BC SRG CONDITION I 1i 1� 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 n■PORTANTHOTIM ' T -W -y W." 0— In db dlgnm Is .d.qr toth. In.lYnbn d M. ---I Rm ..Men—41O.A- w .nave .n Mb di -w— CedvA . r.dd.W prd.wiorr.l .n9M•n S e Okwl brig en.r 9-1 Is d..b.d. TM .ngi,— mry d.•lpn bdg I. —.d— t OSS/9..M M datxMn. Om. wider q ft b pou®b. ' mum.d 7—t. a bw. AO pnpauy brbp A.&I b. bw 0 -MA PRM.—Ltd •. bmbsr. 15 �\ / r7e DF• 0.11.Fbwen SP- BPk* 1 NF - NemiSp—b SPF • 6pruesiina.Flr ag ' Conti—Top CMrd ALL uIHNt ("•. Lna.I&.p AT IEA3Tl TM0—� Rpulnd TNUIl■8 l(r.0md InI 1 ROeunW Al wnNAorr.haAd b• malt MN e minimum d 2-I6d ndh. AAJV 13 d F i 7f +6 roRouND BRACING REOUiRED FOR ALL INSTALLATIONS �SCISSDR54TRUu'. �TgP CHOPTEMPORARY BBAACING PATTERN TOPCNOf O. TOP CHORD OYOOIYL AANM/Y IATEAALMAM ®ACNOPW SPAN PITCH ePACING12W 101"-1 SPIDF SPRT6 Up W 24 3112 S 17 12 Ovn 2•'••2' 3112 7' 10 e Goer -S.' 3112 6' 6 0-W S. u.pldmd Pml.uiaul.giwer NF • Haniu SPi- Spruc.-PIn.Fb �OP�ORD�PORARY B�RAC� PATtEAN TOPCNORD WOMN TOPCNOPD OYWONAL MACE PITCHLATFRnLMACE SPAL'NO(OBd SPAN WMEHM SPACIN00211 11frr_j ALSO REQUIRED 6P wSPFW Upb2B' 23 7 17 '.12 0va21r•47 7 w 9 B 0-47-er 3 S e 3 0vn69' Sae. royCned pdwlwul.glnaa n■PORTANTHOTIM ' T -W -y W." 0— In db dlgnm Is .d.qr toth. In.lYnbn d M. ---I Rm ..Men—41O.A- w .nave .n Mb di -w— CedvA . r.dd.W prd.wiorr.l .n9M•n S e Okwl brig en.r 9-1 Is d..b.d. TM .ngi,— mry d.•lpn bdg I. —.d— t OSS/9..M M datxMn. Om. wider q ft b pou®b. ' mum.d 7—t. a bw. AO pnpauy brbp A.&I b. bw 0 -MA PRM.—Ltd •. bmbsr. 15 �\ / r7e DF• 0.11.Fbwen SP- BPk* 1 NF - NemiSp—b SPF • 6pruesiina.Flr ag ' Conti—Top CMrd ALL uIHNt ("•. Lna.I&.p AT IEA3Tl TM0—� Rpulnd TNUIl■8 l(r.0md InI 1 ROeunW Al wnNAorr.haAd b• malt MN e minimum d 2-I6d ndh. AAJV 13 d F i 7f +6 roRouND BRACING REOUiRED FOR ALL INSTALLATIONS �SCISSDR54TRUu'. �TgP CHOPTEMPORARY BBAACING PATTERN TOPCNOf O. TOP CHORD OYOOIYL AANM/Y IATEAALMAM ®ACNOPW SPAN PITCH ePACING12W 101"-1 SPIDF SPRT6 Up W 24 3112 S 17 12 Ovn 2•'••2' 3112 7' 10 e Goer -S.' 3112 6' 6 0-W S. u.pldmd Pml.uiaul.giwer NF • Haniu SPi- Spruc.-PIn.Fb P�AITE3R i, maxss. CHORD d w.M.na Arm Caws! . rgbured pel .npn••r ■ . TDP o*m DIAGONAL BRACE \ ALSO REQUIRED \ ONEND . 0ii19n b.dg b.rcadve. vvlh DSBaD, w b OSB- VERTICALS SPAN DEPTH SPACNDQAd 'GROUND BRACING REQUIRED FOR ALL INSTALLATIONS OIPWFANT NOTICE Temp—y b.dnp .Mnn M W. dbgrnn bed q... la nw bWenlen d pour vdSl ..MtlW aedlpurAen w .fawn m N4 dll wa- CowM a n91n.r.d prdw•bvul dn9lnem 9 e 6S.nr1 b•cblp .rren9Hnnd Is droned. TM angl— r W cl .lyn becig In —d—ft Dfi&e9. •M Ie dnamirr Uro • wNar.prxlg b pouMb. An— All 6WoA9 ..P. -y b.clrp.Imk f» m Iso 0en209ude —W lu.b.u. ■ �a 9r••m � \ ALLLATERAL BRACES LAPPEP AT LEAST 2 TRUSSES. ,�axa'u�x Cominuoua Top CMrd I—I Bran Rpui d la a ur•e i Aeunm.nl ` P odmd .LnMu.42.11cone 2..nwb Mmode vvdh.• mi60 neib. MONOaTAUSS e, TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, W153719 (608) 833-5900 T C ' EMP ",BR ACING P�AITE3R �Pjff No= T•rrpa.ry besbp .frown b ee. dbp.m b .d.q— la ft maxss. CHORD d w.M.na Arm Caws! . rgbured pel .npn••r ■ . TDP o*m ,TOP mum" MACE dr ,d dRwM b.c■p .r—d— b TM MOM" LATTdIAL MACE SPACNO (Dle) 0ii19n b.dg b.rcadve. vvlh DSBaD, w b OSB- SPAN DEPTH SPACNDQAd 101—) dfumMM• wid..PKdg1. w.61■. Ii w SPfmi AS W..w rwroe7 � Upb3r w S le 10 awnbrab... Top Chad - All bmpary b.chq Mrolw a.n Wml I3rr. T R�A1Ared• Ov.r]2'•.7 .7 /' e . 2,49 z.e 9rM•rwA.ebn. la a ' Ovn1C-e7 eC e' . 2 �• All conn Mrs .IVAd - ) Orr e7 Sw —01—w Prd—s—i.glMn w mM. rv■n . mbL 'GROUND BRACING DF-DogW Flr-won sP. Seuelern PM. mum dDled n.lb. Alrnmmd Reps REQUIRED FOR ALL SPF •SP—PboPb HF-NnnFb INSTALLATIONS - 2& y ar a TRU88 TT. and ,� Lor antlw.1M MS!eNt■M1 I— mwl b. dd Tr - axgl ; PI..d on v dleN mA»dupibAtd m m th. In .All d.dtlla buu.y.tem. . .upp9rl IIH PARAU.EIcCNOAD TRUSS OIPWFANT NOTICE Temp—y b.dnp .Mnn M W. dbgrnn bed q... la nw bWenlen d pour vdSl ..MtlW aedlpurAen w .fawn m N4 dll wa- CowM a n91n.r.d prdw•bvul dn9lnem 9 e 6S.nr1 b•cblp .rren9Hnnd Is droned. TM angl— r W cl .lyn becig In —d—ft Dfi&e9. •M Ie dnamirr Uro • wNar.prxlg b pouMb. An— All 6WoA9 ..P. -y b.clrp.Imk f» m Iso 0en209ude —W lu.b.u. ■ �a 9r••m � \ ALLLATERAL BRACES LAPPEP AT LEAST 2 TRUSSES. ,�axa'u�x Cominuoua Top CMrd I—I Bran Rpui d la a ur•e i Aeunm.nl ` P odmd .LnMu.42.11cone 2..nwb Mmode vvdh.• mi60 neib. MONOaTAUSS e, TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, W153719 (608) 833-5900 �earroM�cr�aRoI €A TEMPQRARY BRACING PATTE,w o',- �,�% 'i: gd BOTTOM CHORD DIAGONAL BRACING REPEATED AT EACH END OF THE BUILDING AND AT SAME SPACING AS TOP CHORD DIAGONAL BRACING CUT BOTTOM CHORD BOTTOM CHORD DMDDNALBFMCE MOIM N BLATERAL BRACE SPACAHO 1®BJ SPAN FITCH SPA[lM"o [IA—] spmr I SPF" upm 02• w12 1S 20 15 Ow 02•-M' 1/12 IT 10 7 0.w.B-e0' 4n2 Is' B O— S0• s«. �epbxrea ya..aaw wynwr OF-OaugW Fki SP-9anMm Plm HF-Ham.Ftr SPF -Sp:ua.Yl—Fl, ALL CONNECTIONS SHOULD BE MADE WITH A MINIMUM OF 2.180 NAILS. %r_ ALL LATERAL BRACES LAPPED AT � •..-...s.��'_., IFIST2TRUSSES. -GROUND BRACING REQUIRED FOR ALL INSTALLATIONS +MPORTANFNonCE T,Ary brsb:0 a In Ob N.P.m Y Wpumb tln In.I.IW— a Du .0 . W-1. earApMNwI n .ha.n an w. mm.m. CwwA . I.yYm.e prd.—.l Mb—,B . d,ft— br.dn0 wr.nr d Y O.W-L TM ..P-1 mry d ion bmcbp In a-xd.lx. wBl DSB89. wu1 In .enH eua Owwmhr uM.wMn.p.dtp Y poWa.. Al b:n... u.umwl Y answlY: w b.. AB bmParW br.etrp Nw:M W ro W UMn 2H ®wAr m.fkw! 4mWI. 0 •GROUNDBRACING REQUIRED FOR ALL INSTALLATIONS * C TO4-1 N.M. SPAN PITCH SPACING(LBS) V •1-6)SPATF SPFA6 .112 H 20 15 a. 02 6 10 7 oyes 4112z s s 9u.r.phlwM P�a...iwMl --rupm a. PERMANENT CONTINUOUS LATERAL BRACING AS SPECIFIED BY THE TRUS9 ENGINEERING *G O 4a ROUND BRACING ALL CONNECTIONS SHOULD REQUIRED FOR ALL BE MADE WITH A MINIMUM INSTALLATIONS OF 2.180 NAILS. CHORDTEMPORARY,B. RAg TDP CHORD TDPCHam owooHALBRAce MINIM"MINIM" LATERAL BRACE 6PACDq (D$ 's7 b• -m• m' ' OF-DeuOlu Fb-Lweh SP - Sodmmn PN. HF -H—Fl, BPF - Sprues -Pk -R, tAon•.wc ManTesampw C larO LAI-Jlk ATRACEALAPPED RgL4nd LENSr.r�trb ml eemse0auaheuM b. m.A. wlh. \ 'Nmum d 2-1Sd nNlw �P�PT�CHED TRUSS; i T = UNEB MEMBER�ILANE�'�� TEMPORARY�BRACING PATTERN-, �' CROSS BRACING REPEATED AT EACH END OF THE BUILDING AND AT 21T INTERVALS II� _•�� �i 30. u�FF. - ...