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Plans (37) Xti S \, :kkx.,L.- eic. RECEIVED ` - 14'6" 16'6" Y. FEB 2 0 2013 CITY OF TIGARD — / 1.B .ILDINGDIVISION / F0i 0 . l'' -- / LCW' . -alt Z Zj z o E. . . (D. • SI 0, • .. 2 z . / . W. • 0 R . . f . ., . Al F03 1 i ® r'i . STQUT9000 _ llt . x F06 co F07 ' . F08 i X M I 9C I o :earn By Others ^ ^p 1 �RIf1`E�SSIVH-Ai\GE ~~.^ -^,^ IY F13(":1Y.‘-'31 1 F, ,01-1'6 .) _ �'�i / q a io TRUSS TO BE JACKS HANG INTO RIM i, 8 DESIGNED FOR WALL ABOVE a 11'3" - 79" • 12' •- 31' ***** IMPORTANT ***'* LEGEND HOMES g ASPEN A ° -BLUE MARKINGS ON TRUSS FLOOR TRUSSES 2LL. INDICATE "TOP OF TRUSS". =w° a CI-J C 2'-0 O/C Z " w¢amLL 0 z z, -IMPROPER INSTALLATION Jg°6z ..acn • v WILL RESULT IN TRUSS REPAIRS E 2 E E o OR POTENTIAL TRUSS FAILURE! m3UO a1 °' -REFER TO TRUSS ENGINEERING _ FOR SPECIFIC INSTRUCTIONS JOB NO: AND/OR DETAILS. 130573 PAGE NO: 1 OF 1 16'6" 14'6" - 7 / i FT. //� ts I . 1/j n t , a . . b 2. CO at 1 / . r /1 n „a _ 9 �. . . • . n •�0 FD'3t 1 n j DRAG TRUT.?000#SI EA F-c4 R2 D m • D co 4 ros /// io co Z FOA v/// v n (n w U/ / W /y F92 , M CC o Y J 1 1/ • L O Gf; ^ d, Beam py Others ^A r ^^ I , �RIMENDS IN HANGER" . . I '13 1( l7,3). A �'M F10.((TY=U1 x !I 1 t t ' JACKS HANG INTO RIM TRUSS TO BE y"y DESIGNED FOR WALL ABOVE yMy l B"8 9"8 12' - T9" 117 - 31' LEGEND HOMES ***** IMPORTANT ***** ASPEN A FLOOR TRUSSES -BLUE MARKINGS ON TRUSS 00 2'-0 0/C INDICATE "TOP OF TRUSS". oZ(c n 0 xw_Ir'0 -IMPROPER INSTALLATION oNLL `° WQa�o WILL RESULT IN TRUSS REPAIRS WaW OR POTENTIAL TRUSS FAILURE! Jao_"? E C N : O -REFER TO TRUSS ENGINEERING �0co a FOR SPECIFIC INSTRUCTIONS `L AND/OR DETAILS. JOB NO: 130573 PAGE NO: 1 OF 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F01) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standardg ) Calculated vertical deflection is 0.10" due to live load and 0.24" due Connectors in green lumber (g) designed using NDS/TPI reduction factors. to total load at X = 6-0-14. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 2.00. I• 6-1-10 24 }- 6-1-10 1 22.542" TYP• _I 1X3 III 3X6= 1X3 III 3X3= 3X3= 1X3 III 3X6= 1X31u IIIIIIIII 1-4-0 + 1-4-0 I I +9-0-0 1, gE 3X8= 1X3 III. 1X3 I11 3X8= 3X = 3X5= 2"4 1-11-5 _i_ 1-11-5 ›I‹ 2-0-1 >'Q2-1-8 >I< 2-0-1 ,I< 1-11-5 _l_ 1-11-5 2� 1q 3-10-9 2-0-1 2-1-8 2-0-1 4-0-13 'I 14-3-4 Over 2 Supports �I R=785 W=4.125" R=785 W=4.125" Design Crit: CUSTOM/TPI-2007(STD) .ttiPRDFe PLT TYP. Wave FT/RT=6%(O%)/4(1) 10.03 �''k. ltr41 "k Y:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Trus-Way,Inc 360-750-1470 •.KARNINO"TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. [, RE F R561-- 1 7898 NE 68tH St.,Vancouver WA REFER TO BCSI (BVILOING COMPONENT SAFETY INFORBATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 Qs 1465g .,61,..- 3901r , TC LL 40.0 PSF 1.1 E WIE EDDIOPN3HOR ASALL H VE PROPEERLI,PRACACHED PRIOR TOSTRUCCTUR EPANEL NG TI11EE FUNLTONS. UNLESS 9� TC DL10.0 PSF DATE 11/20/12 E INDIC,MA TOP CHORD SHALL HAVE PSAFERLY ATTACHED STRUCTURAL RFORMI ANO ESEBOTTOM CHORD SHALL HAVE LY ATTACHED RIBSO CEILING. $. RTANT.4FURNISN A�M OF TNIB DESIGN TD TIE INSTALLATION COMTPAGTOR. ITN BUILDING COMPONENTS OREGONBC DL5.0 PSF DRW causRssl 12325311 _ NC.SHALL NOT BE RESPONSIBLE FDR ANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO BUILD THE TRUSSMI= IN 'may's. �q $ ' BC LL 0.0 PSF CA-ENG TSB/CWC • ONFONMESRITH TPI,OR WITH APPLICBLERPROVISIONSAOFNOS(NATIONAL DESIGNING,SHIPPING. SPEC.ING FBYRSFAPA)CING DANDTRUSSES. TAI. ALPINECO �OMA},T®VDQ..7�.�4 al, lk. .STEEL.APPLY PLANNECTOR TES TO EACIITEFAS CE OP TRUSS BDE VADE OF '�UNLESS WOTHERWISE ALOCATEDGONNTTHIS DESIGN.POSITION PERYDRAWINGS 1600-2. -i`�EE1 W.a S` TOT.LD. 55.0 PSF SEQN- 1108 ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.O. A SEAL ON THIS DUR.FAC. 1.00 FROM MRR ITW Building Components Group,Inc. DESIGN SHARN.TESTHECSUIT BILITY MIDFUSEIOFATHOISGCOMPONENTRFOR MANY BUILDING ISLYTEFORESPONSIBILITY OFNT E EXP.'12-31-13 Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC.2. 1 1 1 m r)n17 SPACING 24.0" JREF- 1 URD561_Z13 , I I I , , ! 1 I • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F02) Top chord 4x2 OF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) Max JT VERT DEFL: LL: 0.23" DL: 0.26" recommended camber 3/8" Connectors in green lumber (g) designed using NDS/TPI reduction factors. Calculated vertical deflection is 0.18" due to live load and 0.44" due to total load at X = 7-4-1. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss must be installed as shown with top chord up. **THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN** TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN. 7-4-13 24" 24" 6-2-1 {- '�. 1- 13-2-6 '-I- H- H 27.604" Typ. I- I W=3X4 = 3X3= 3X4= 4X8= 4X6= 3X83X4= 3X3= 3X5= 3X6= 3X8= 4X10 W=3X4= 4X8= 4X6= 3X4= 4X10 Le 16-4-10 >lc 14-4-10 >1 2-4-6 _1_2-4-6 �k 2-5-2 >I<2-1-8. 2-5-2 ,,I,c 2-4-6 I_2-4-6 a1�-11-7 1 -11->I<2-0-3?I<2-1-8I<2-O-3) -11-711-11-7_11 2'4 4-8-11 2-5-2 2-1-8 2-5-2 4-8-11 3-10-14 2-0-3 2-1-8 2-0-3 4-1-2 `1 H30-9-4 Over 3 Supports =I R=855 W=4.125" R=1891 W=5.5" R=725 W=4.125" Note: All Plates Are 1.5X3 Except As Shown. PLT TYP. Wave Design Crit: CU�ORTT6YD(0%)/4O ) 10.03.5 '1-gPROi� S +TY:7 OR/-/1/-/-/R/- Scale =.25"/Ft. Trus-Way, . .•3nJ`..-.�.. 3901) NE68thSL,Vancou0.1470W ••SARNIN6••TRUSSES REWIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. ��et 41]�� `19 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.21B 4P TC LL 40.0 PSF REF R561-- 17899 NORTH LEE STREET,SUITE 312.ALEXANDRIA,VA,22314)ANO WTCA 04000 TRUSS COUNCIL OF AMERICA, 8000 cc `' ENTERPRISE LANE,MADISON,RI 53710)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TC DL 10.0 PSF DATE 11/20/12 PEO'NISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A A PROPERLY ATTACHED RIGID CEILING- t1CL BC DL 5.0 PSF DRW CAUSR561 12325312 ••Il7PORTANT••FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. PH BUILDING COMPONENTS a =BON — GROUP, INC.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSS .I� © 9 t BC LL 0.0 PSF CA-ENG TSB/CWC now ALPINE IN CONFORMANCE WITH TPI,OR FABRICATING.HANDLING,SHIPPING. INSTALLING 6 BRACING OF TRUSSES. #� FC T,,ISN Qf(j DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC,BY AFF,PA)AND TPI. ALPINE pl - CONNECTOR PLATES ARE MADE OF 20/1B/16GA(W.H/SS/K)ASTM A653 GRADE 40/60 OF. K/H.SS)GALV.STEEL.APPLYLA�j�� .�1��y4 TOT.LD. 55.0 PSF SEQN- 1121 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN.POSITION PER DRAWINGS 16OA-Z. ANY ON THIS DRAWING NOICATES PLATES ACCEPTANCE OFDPROFESSIONALL BE PER ANNEX A2 OF ENGINEER NG RESPONSIBILITY OSOLELYJ. A FOR THE TR SSCON/PONENT CV n .I DUR.FAC. 1.00 FROM MRR ITW Building Components Group,Inc DESIGN SHOWN, THE SUITABILITY;ZIT OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE EXP.12-3!-IJ Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC.2. 11/21/2012 SPACING 24.0" JREF- 1URD561_Z13 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F03) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) Deflection meets L/360 live and L/240 total load. Creep increase Truss left end may be trimmed up to 1-4-0 minus the plate lap on the factor for dead load is 2.00. insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x 3") nails 2" from end along top and bottom chords through chords and into Truss must be installed as shown with top chord up. I-Joist flanges, (may be nailed after end is trimmed). I-Joist: 13" Insert TE 2x4. Connectors in green lumber (g) designed using NDS/TPI reduction factors. • 24" I- 15-3-5 -1 -1 6-2-1 H 22.687" Typ. W=3X4= 3X3= 3X3= 3X5= 4X6= 3X4= 3X3= 3X5= 1 9-0-0/ / \ / \ \� / \ 1 3X5= 3X6= W=3X4 3X 0= = 3X10= 4X6= 3X4 Er- I< 9-0-12 14-4-10 -›.1 4-1 . 1-11-11 _1_1-11-11,c1-11-11 1_1-11-1 1 6 1-11-7 _I_ 1-11-7 _ - 2-0-3 > 2-1-8 2-0-3 1-11-7 1-11-7 2 4 -4-12 3-11-6 3-11-6 3-10-14 2-0-3 2-1-8 2-0-3 4-1-2 I! 23-5-6 Over 3 Supports >j R=467 R=1472 W=5.5" R=725 W=4.125" Note: All Plates Are 1.5X3 Except As Shown. Design Crit: CUSTOM/TPI-2007(STD) ,gyp PROfifi PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03. lr►I�1J .TY:1 /OR/-/1/-/-/R/- Scale =.34"/Ft. —annum—TRUSSES REQUIRE EXTREME CME IN FABRICATION, HANDLING. SHIPPING. INSTALLING AIA BRACING. X;4659 .Q`� ,9 TC LL 40.0 PSF REF R561-- 17900 Trus-Way,Inc 360.750 1470 a 3901 NE 68th St.,Vancouver WA REFER TO BGSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,218 ENTER RES STREET.SUITE 312.ALEXANDRIA.VA, 2231 4)CTD ESCA(MOOD TRUSS COUNCIL OF AMERICA. 0300S IGC Jam• r'. TC DL 10.0 PSF DATE 11/20/12 ENTERPRISE UNC.ED IOPN.WI HALL FOR SAFETY PRACTICES PRIORC TO PERFORMING THESE FUNCTIONS. UNLESS a OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE - A PROPERLY ATTACHED RIGID CEILINO. OREGON BC DL 5.0 PSF DRW CAUSR561 12325313 ••IBIPORTAMT��FVRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RTW BUILDING COMPONENTS � GN ON INC.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO BUILD THE TRUSS '4i\14.0....20 � ®F g��A �v; BC LL 0.0 PSF CA-ENG TSB/CWC A DESIGNFORMANCE CONFORMSHITH WITHYAPP•L/UBLER RPROVIS PROVISIONS OFLMIS(RATIONAL DESIGN SPEC,PING, INSTALLINC IBYY AFSPA)CING DANDTRUSSES. TPI. ALPINE �N�j.PM if ?1 i CONNECTOR PLATES ARE MADE OF 20/18/TNUA 08,14/SS/K)ASTM ABS]GRADE AD/60(N, X/H.SS)GALV.STEEL.APPLY SVS,®ygq�•A�L'c TOT.LD. 55.0 PSF SEQN- 2477 1 REV PLATES To EACH FACE OF TRUSS MO, UNLESS OTHERWISE LOCATED ON THIS DESIGN,POSITION PER DRAWINGS 16011-2. . IF YY•V ANY INSPECTION OF PLATES FOLLOWED B(I)SHALL BE PER ANNEX AS OF TP11-2002 SECS. A SEAL ON THIS DUR.FAC. 1.00 FROM MRR 1TW BuildingComponents Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NESPONSINILI Y SOLELY FOR THE TRUSS COMPONENT EXP.12_31-13 P P, OES MGN SHOWN. INE SUITABILITY AND USE DF THIS COMPONENT FOR ANT BUILDING IS THE RESPONSIBILITY OF THE Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC.2. SPACING 24.0" J REF- 1 URD56 1 Z1 3 1101!7111' — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - FO4DRAG) Top chord 4x2 DF-L #1&Bet.(g) See detail STRBRIBRO211 for bracing and bridging recommendations. Bot chord 4x2 DF-L #1&Bet.(g) Webs 4x2 DF-L Standard(g) Truss transfers a maximum horizontal load of 2000 # ( 85.31 plf ) along top chord, from either, Truss left end may be trimmed up to 1-4-0 minus the plate lap on the direction to supports where indicated. Diaphragm and insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x 3") connections are to be designed by Engineer of Record. nails 2" from end along top and bottom chords through chords and into Drag Loads: Force(#) (PLF) Mbr Start End I-Joist flanges, (may be nailed after end is trimmed). I-Joist: 13" Case 1: 2000 85.31 TC 0.00 23.45 Insert TE 2x4. 2000 116.86 BC 6.33 23.45 Connectors in green lumber (g) designed using NDS/TPI reduction factors. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss must be installed as shown with top chord up. 24" I- 15-3-5 1" 1 6-2-1 H 22.687" Typ. ' 'I W=3X4 3X3= 3X3= 3X4= 3X3= 3X3= 3X3= 3X3= 1-4-0 l / 1-4-0 3X4= 3X5= �� /�� ���� / / / /�/ 9-0-0 3X5= W=3X4= 3X5E 3X5= 3X3= -' 1-11-13 -_1i1_-6-11-11 1-11-13-1 6 11-11�`1"11-3-10-14 11-7 'I` 2-0-33 'I- 2-1-88 'I- 2-0-33 >L -11-74_-_-2-11-7 1. lc 23-5-6 Over 2 Supports I R=449 R=125 PLF W=17-1-6 Note: All Plates Are 1.5X3 Except As Shown. Design Crit: CUSTOM/TPI-2007(STD) E�i) P49 ROJ PLT TYP. Wave FT/RT=6%(O%)/4(1) 10.03.I, OLe -.(k.N.i :1 OR/-/1/-/-/R/- Scale =.34"/Ft. Trus-Wa,Inc 360-750-1470 ...WARNING''TRUSSES REWIRE emote GRE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. C47,/,5V14659 3901 NE 68th St.,Vancouver WA REFFA To BCSI (WILDING 2,ALCXMT SAFETr INFORYATIO). w6L SHED BY TPI (TRUSS PLATE INSTIT iE. zle PS ' o^ TC LL 40.0 PSF REF R561-- 17901 NOFER LEE STREET,SUIT:012,ALEXANDRIA,VA.FZIA)AND 1TTG(W000 TRUSS COUNCIL OF ANFRI CA, 60:0 ENTERPRISE LANE.MADISON,WI S3710)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TC DL 10.0 PSF DATE 11/20/12 OTHERWISE INDICATED TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE P A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITV BUILDING COMPONENTS C, OREGON .,.' BC DL 5.0 PSF DRW CAUSR561 12325319 a ALPINE IGBROUP. INC.ONFORMANCCE WITH TPILL NOT E ORSFABRIBLE FOR ANYD DEVIATION FROM .THIS STALLINGDESIGN; A BWACFAILURE OF TRUSSESBUILD THE TRUSS ,i�`6._ •7,�g �q. BC LL 0.0 PSF CA-ENG TSB/CWC DESIG CONFORMS WITN APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC,BY AFAPA)ANO TPI. ALPINE ! 144111 W.{; TOT.LD. 55.0 PSF SEQN- 24790 REV CONNECTOR PLATES ARE MADE OF 20/1B/16GA(W,N/SS/N)ASTM A653 GRADE A0/60(W.A/H,SS)GLV.STEEL.APPLY _A'Y 9Y PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN.POSITION PER DRAWINGS 160A-2. '- ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX AS OF TPI1_2002 SECS. A SEAL DN THIS EXP. 'i2-3i-13 DUR.FAC. 1.00 FROM MRR ITW Building Components Group,Inc. DESIGNGSNOVNC.ATES E SUITABILITY PANDFUSET OF TllSSGC010'ONNGEMRFOR AMIIBBUILDING SLTHE REBPOENS BILITYOFNTHE Sacramento,CA 95828 RUILDING DESIGNER PER ANSI/TPI T SEC. 2. 11/21/2012 SPACING 24.0" JREF- 1 URD561_Z13 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F05) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) Negative reaction(s) of -311# MAX. (See below) from a non-wind load Truss left end may be trimmed up to 1-4-0 minus the plate lap on the case requires uplift connection. insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x 3") nails 2" from end along top and bottom chords through chords and into Max JT VERT DEFL: LL: 0.21" DL: 0.24" recommended camber 1/4" I-Joist flanges, (may be nailed after end is trimmed). I-Joist: 13" Insert TE 2x4. Deflection meets L/360 live and L/240 total load. Creep increase . factor for dead load is 2.00. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss must be installed as shown with top chord up. 15-3-5 1 24" T 6-2-1 H 22.687" TYP. I- '1 W=3X4..-- 3X3= 3X6= 3X3= 4X8= 1.5X3 N 4X6= 1.5X3 III 3X4= 3X4= 1.5X3 III 4X6= 1.53 III 4X6= 4X10= W=3X4= 3X10= 1.5X3III 1.5X3111 3X8= ri kir, 4X4= 4X6.-- 3X5= l< 5-6-8 '1.‹ 17-10-14 z"4 114-12y�1-11-11 1_1-11-11 I1-11-11 _I_1-11-11>I<1-11-7 _L 1-11-7 -r2-0-3 2-1-8 ,..1< 2-0-3 1,1-11-7 _i_ 1-11-7 -4-12 3-11-6 >7'rl 3-4-6 3-10-14 >� 2-1-8 2-0-3 I` 4-1-2 I< 23-5-6 Over 3 Supports R=212/-312 R=1819 W=5.5" R=840 W=4.125" Design Crit: C PLT TYP. Wave FT/RTN6% % /4 1) 10.03.x. ' D PROF." LTY:1 OR/-/1/-/-/R/- Scale =.34"/Ft. 39Trus-Way, r s-NE ay,I8th Inc 360-750-1470Vancoe ••■aninc••TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING Na BRACING. tei 1 TC LL 40.0 PSF REF R5 61-- 17902 REFER TO SCSI (BUILDING 0.ALEXAN SAFETY INFORMATION], PUBLISHED BV TPI (TRUSS PLATE INSTITUTE.210 NORTH LEE STREET.SUITE]12,ALEIUUDRI A,VA,22]tA)ANO WTG(w000 TRUSS COUNCIL OF AMERI G, fi]DO 14859 r _ ENTERPRISE LANE.WIDISON,WI 53)10)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TC DL 10.0 PSF DATE 11/20/12 OTHERWISE INDICATED TDP CHORD SNAIL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SWILL HAVE ' - A PROPERLT ATTACHED RIO10 CEILING. n�e+n BC DL 5.0 PSF DRW CAHSR561 12325320 •'"IMPORTANT. A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITV BUILDING COMPONENTS `, a,y OR GON GROUP. INC.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO BUILD THE TRUSS Wif oA.� i„gOj GV BC LL 0.0 PSF CA-ENG TSB/CWC - 111.1. DESI:FIMU4ICE WWITIITAPPLIr F ERPROVISIQIS OFLNOS(NAT�ONAL OESIGNLSPEG,ABY.:;.FAQAND!IXES ALPINE Y�.�y� C 7" "]"(�AV., CONNECTOR PUTES ARE MADE OF 20/TB/1fiG('7,0/55/R)*STD ABSO GRADE d0/60(W, AM,SS)CALY.STEEL.APPLY h I/.H jO�•IN.O�[`�i' TOT.LD. 55,0 PSF SEQN- 24806 REV PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN.POSITION PER DRAWINGS 180A-L. PB BS ld I ANY INSPECTION OF PLATES FOLLOWED BY(i)SHALL BE PER AMID(AS OF/P11-2002 SEC.]. A SEAL ON THIS -"" DUR.TAI,'. 1.00 FROM MRR ITW Building Components Group,Inc. Orr SHNOWS. ESTHE SUITABILITY PANDFUSE OF T(ISOCNOMPONENTRFOR ANY BUILDING SLTHE RESPONSIBILITY OF THE EXP.'12-31-13 Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 11/2j42011 SPACING 24.0" JREF- 1URD561_Z13 41111111111111911511111111.11111 I I I , I B I 1 I T I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR, (124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - FO6) Top chord 4x2 DF-L #1&Bet. g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet. ) bridging recommendations. Webs 4x2 DF-L Standard(g) Negative reaction(s) of -424# MAX. (See below) from a non-wind load Truss left end may be trimmed up to 1-4-0 minus the plate lap on the case requires uplift connection. insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x 3") nails 2" from end along top and bottom chords through chords and into Max JT VERT DEFL: LL: 0.24" DL: 0.27" recommended camber 3/8" I-Joist flanges, (may be nailed after end is trimmed). I-Joist: 13" Insert TE 2x4. Deflection meets L/360 live and L/240 total load. Creep increase • factor for dead load is 2.00. Connectors in green lumber (g) designed using NDS/TP1 reduction factors. Truss must be installed as shown with top chord up. 24" I- 15-3-5 -I —I- 6-2-1 H 22.687" Typ. W=3X4 3X3= 4X6= 5X4= 4X8= 1.5X3111 3X5= 1.5X3111 3X3= 3X4= 1.5X3111 4X6 1,5X3111 T 1-4 0 Mt/ ` '\., \' / \ I /SII ` / 1-4-0 4X7 = 4X10= W=3X4= 3X10= 1.5X3111 1.5X3111 3X10 - 3x5 3X5= 5X6= _ L= 5-0-12 18-4-10 >1 )-4-12., 1-11-11 _1_1-11-11 I 1-11-11.1,1-11-11 1-11-7 y 1-11-7 2-0-3 < 2-1-82.0-3 I . 1-11-7 _I- 1-11-7 1-4-12- 3-11-6 %rl_ 3-4-6 3-10-14 2-0-3 2-1-8 2-0-3 ' 4-1-2 1 23-5-6 Over 3 Supports >{ R=152/-425 R=1929 W=5.5" R=865 W=4.125" Design Crit: CUSTOM/TPI-2007(STD) Q,1<D PR 04 PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.,/ 4011al+' Nvx. :1 OR/-/1/-/-/R/- Scale =.34"/Ft. Trus-Wayy,Inc 360-750-1470 '"WARNING"TRUSSES REQUIRE EXIRERE GRE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. 47,3.4)P...14659 - 3901 NE 68th SL,Vancouver WA REFER TO I's' (BUILDING 2.AI.EETR SAFETY.2231AT10010 IN BUSHED BY TOH cUNCIL PLATE BRICA.E.:1BTC LL 40.0 PSF REF R5 61-- 17903 NORTH E STREET.SUITE 512.ALE%ANORIA.VA,2211/)ND NTG(ROOp,TRUSS COUNCIL OF NE0.1 G. 6300 , ENTERPRISE LANE.MADISON,WI 53]19)FOR SAFETY RL PRACTICES PRIOR TO PERFORMING]NESE FUNCTIONS. UNLESS TC DL 1 0.0 PSF DATE 1 1/20/1 2 OTHERWISE INDICATED TOP CHOIR)SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM 01000 SHALL HAVE p A PROPERLY ATIACLAME.MA BION,WEILIRO. 1, OREGON " BC DL 5.0 PSF DRW CAUSR561 12325321 -'IWIPORTANT"FUN ISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITA BUILDING COMPONENTS .�` tin A GROUP, INC.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSS ', ';'4. 71�g Qac•`' BC LL 0.0 PSF CA-ENG TSB/CWC 6 IN CONFORMANCE WITH TPI;00 FABRICATING.HANDLING, SHIPPING. INSTALLING A BRACING OF TRUSSES. DESIGN CONFORMS RITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC.BY AFNA)AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2D/18/l6CA(R,H/SS/K)ASTM AAS3 GRADE 40/60(R,H,H.33)GLV.=TEFL.APPLY 1'AN WW,V' TOT.LD. 55.0 PSF SEQN- 24 822 REV PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN.POSITION PER DRAWINGS 160A-Z. -- ANY INSPECTION OF PLATES FOLLOHED BY(1)SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS ITA Building Components Group,Inc. OESIGN5IHOWN�TSTHE Ru TAAB LITY AND ATEIOFATHISOICONPONENTRFOR ANY6BUILOING SLTHERESPONS BILITY OF THE EXP. I?-31-10 DAR.FAC. 1.00 FROM MRR Sacramento,CA958281 BUILDING DESIGNER PER NSI/TPI 1 SCC.2. 11/210012 SPACING 24.0" JREF- 1 URD561_Z13 I , , , I I 1 , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (124335—LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR — F07) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) Max JT VERT DEFL: LL: 0.34" DL: 0.32" recommended camber 3/8" Connectors in green lumber (g) designed using NDS/TPI reduction factors. • Calculated vertical deflection is 0.28" due to live load and 0.60" due to total load at X = 9-11-1. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss must be installed as shown with top chord up. • **THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN** TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN. I9-11-13 24" i- 6-2-1si p22.463" Typ.,I 1.5X3 III 4X8- 1.5X3111 3X4= 1.5X3 III 3X3= 3X5= 1.5X3 III 4X8= 1.5X3111 1-4-0 0001.0/1/-11114114444144141\ , . 1_ 3X3-- 4X8F--- 4X10= 3X5 III 3X5 III 6X10 5X6= 4X6 , 2-1-7 I 1-11-3 >c 1-11-3 _I_ 1-11-15 >< 1-11-3 _1_ 2-1-8 _I_ 2-0-3 1-11-7 2-1-11 I 4-0-11 3-11-3 6-0-14 4-1-2 ----- -7-.----i------1-- 5-4-6 I 10-2-0 18-1-14 Over 2 Supports R=985 W=2.75" R=1013 W=4.125" Design Crit: CUSTOM/TPI-2007(STD) 4�0 PROpes PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.se ,.;w 1". :1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Trus-Way, 360-750-1470 "WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. Y+ 1 Incy REFER TO SCSI (BUILDING CCOAPONENi SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.218 1 4659 . TC LL 40.0 PSF REF R561-- 1 7904 3901 NE 68th SL,Vancouver WA NORTH LEE STREET,SUITE 312,ALEXANDRIA.VA, 22311)AND wTCA(ROOD TRUSS CoUNCIL OF AMERICA, 6300 ENTERPRISE LANE.MADISON.WI 03710)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS II ,,. TC DL 10.0 PSF DATE 11/20/12 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE p A EPRLANE.ATTALHEI3 RIGID CEILING. BC DL 5.0 PSF DRW CAUSR561 12325314 "IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS A OLLIIOT IEORFMICATINGIBLE R ANY ATION NGnIS GN,ANY URE TO SSILD TME TRUSSJAA '�f�A Sg � . BC LL 0.0 PSF CA-ENG TSB/CWC DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC,BY AFAPA)AND TPI. ALPINE �IIIVJP e� e C.\"\- g.Q:' TOT.LD. 55.0 PSF SEQN- 1183 CONNECTOR PLATES ARE MADE OF 20/te/1 BGA(W,N/SS/N)ASTM ARKS GRADE 40/60(W.K/H,SS)GALV.STEEL.APPLY 4 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN.POSITION PER DRAWINGS 180A-Z. ... ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS RESPONSIBIIDUR.FAC. 1.00 FROM MRR MV Building OfliponentsGroup,InL DESIGN SHOWN. THE SUPT BIILLITY PANO USEIOFATHIS CNOEn0RE FORROLDIN A BUIHE LITY"OF":E EXP,12-31-13 Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC.2. G IS T 11/21/2012 SPACING 24.0" JREF- 1 URD561_Z13 r • r , T ` r a t R 1 , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - FOES) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) Negative reaction(s) of -471# MAX. (See below) from a non-wind load Connectors in green lumber (g) designed using NDS/TPI reduction factors. case requires uplift connection. Max JT VERT DEFL: LL: 0.30" DL: 0.33" recommended camber 3/8" Calculated vertical deflection is 0.24" due to live load and 0.57" due to total load at X = 14-3-13. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss must be installed as shown with top chord up. **THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN** TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN. 24" 14-5-5 1 6-2-1 H 129.016" Typ. 1 f 3X5= 4X6= 4X10= W=3X4= 3X4= 4X8 \v. \ \ ', 9-0-0 1-4-0 1-4-0 3X5= 4X RU 4X1.0= W=3X5= 3X4= 3X10= 3X6=--- Lc------4-2-1 Lc------4-2-12 =Lc 18-4-10 0"12 ..j....1-11-15.J__1-11-15 0-12 2-2-6 _I_ 2-2-6 ,I4 2-5-12 __ 2-5-12 ,Iz 2-5-122-5-12 >I„ 2-1-8 I2-0-11 ,IIL 4-5-8 4-11-9 4-11-9 2-1-8 2-0-11 4-0-10 I— 22-7-6 Over 3 Supports %{ R=87/-471 R=1919 W=5.5" R=867 W=4.125" Note: All Plates Are 1.5X3 Except As Shown. pROF Design Crit: CUSTOM/TP1-2007(STD) i.. F6' PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.et.asHt1 Ih' `"i :1 OR/-/1/-/-/R/- Scale =.3411/Ft. TruS-Way,Ino 360-750.1470 ..immINO--TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. W '54,14659 . - TC LL 40.0 PSF REF R561-- 17905 3901 NE 68th St,Vancouver WA REFER TO BCS! (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.210 NORTH LEE STREET.SUITE 312.ALEXANDRIA.VA,22314)ANO MCA(WOOD TRUSS COUNCIL OF AMERICA, 0300 J TC DL 10.0 PSF DATE 11/20/12 ENTERPRISE LANE,MADISON.WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS Q://' OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURALPANELS AND BOTTOM CHORD SHALL HAVE l� A PROPERLY ATTACHED RIGID CEILING. 4 OREGON BC DL 5.0 PSF DRW CAUSR561 12325315 'G'IM�PORTA T" FUM0ISE AERORY OF YS IFLT IS DESIGN GNETo TIE ON F INSTALLATION ONS CONTACT R. ITV TE BUILDING COE TRUSSS S�/�! 4.4.0 1 A0 `,� BC LL 0.0 PSF CA-ENG TSB/CWC - IN CONFORMANCE WITH TPI;OR FABRICATING.HANDLING.SHIPPING. INSTALLING A BRACING OF TRUSSES. `,A�9. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC.BY AFOPA)AND TPI. ALPINE ' ,I A if W.r�I+§` TOT.LD. 55.0 PSF SEQN- 1191 CONNECTOR PLATES ARE MADE OF 20/10/16GA(W,H/55/K)ASTM A653 GRADE 40/60(W. K/H.SS)GALV.STEEL.APPLY „AF.9W PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN,POSITION PER DRAWINGS 160A-C. ANY INSPECTION OF PLATES FOLLOWED BY(1)SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.S. A SEAL ON THIS EYo.12-3 1-1 3 DUR,FAC. 1.00 FROM MRR 1TWBuilding Components Group,Inc. DDESIGNcSHOWW7ESTME SUITABILITY 2201 USEIO TNI SG ICO PONHENTRFORDANY BUI GING ISLTHE BESPON I$MILITY OF THE Sacramento,CA 95828 BUILDING DESIGNER PER 02151/191 1 SEC.2. SPACING 24.0" JREF- 1 URD5 6 1_Z 1 3 I M H R R r , I c I , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F09) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) Max JT VERT DEFL: LL: 0.27" DL: 0.38" recommended camber 1/2" Connectors in green lumber (g) designed using NDS/TPI reduction factors. Calculated vertical deflection is 0.20" due to live load and 0.58" due to total load at X = 22-5-11. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss must be installed as shown with top chord up. **THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN** TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN. f 22-7-3 - 24 " 6-2-1 H 28.925" Typ. W=3X4 3X5= 3X6= 4X6= 4X10= 3X5= 3X4----- 4X6= 1-4-0 / T9-0-0 3X4= 3X6= 4X4= 4X12= 4X10= 3X4= 3X10= 3X5= W=3X4 12-4-10 >< 18-4-10 >I 2"4 2-5-11 2-5-11 2-5-11 2-5-11 2-6-7 2-5-12 2-5-12 2-5-12 2-5-12 2-1-8 2-0-3 -11-7 -11-72"4 2 4 4-11-6 4-11-6 2-6-7 4-11-8 4-11-8 2-1-8 2-0-3 4-1-2 l30-9-4 Over 3 Supports R=610 W=4.125" R=2058 W=5.5" R=875 W=4.125" Note: All Plates Are 1.5X3 Except As Shown. Design Crit: CUSTOM/TPI-2007(STD) B Pipe PLT TYP. Wave FT/RT=6%(0%)/4(1) 10,03.'' +51,elwgl. ..., TY:3 OR/-/1/-/-/R/- Scale =.25"/Ft. Taus-Way,Inc 360-750-1470 ••AARNINC"TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. F REF R561-- 17906 3901 NE nth SL,Vancouver WA REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,210 ■j�� 14659 9j P TC LL 40.0 PSF A. ENTER LEE STREET,SUITE 312.ALEXANDRIA,VA,22]11)AND WTG(14000 TRUSS COUNCIL OF AMERICA, 6300 C ._„!� C� TC DL 10.0 PSF DATE 11/20/12 ENTERPRISE LANE.MADISON,MI S]T19)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS , 1 y�100_ / OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTApIm RBB CEILING. BC DL 5.0 PSF DRW CAUSR561 12325316 IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITR BUILDING COMPONENTS OREGON V GROUP, INC.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSS I��.. �nA.T't�gg "I' BC LL 0.0 PSF - CA-ENG TSB/CWC ' IN CONFORMANCE WITH TPI:OR FABRICATING.HANDLING,SHIPPING, INSTALLING 6 BRACING OF TRUSSES. C' _ CONIES ORNPLATE WIRE APPLICABLEF 20 PROVISIONS HOF/NDS(NATIONAL DESIGN SPEC. BY AF/PA)AND TPI, ALPINE 1�/ ���+. TOT.LD. 55.0 PSF S EQN- 1211 CONNECTOR PLATES ARE MAGE OF 20/10/16CA(VASTM GRADE 10/60(W. SI TIO) GALV.STEEL.APPLY e/` PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN.POSITION PER DRAWINGS 160A-2. ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX Al OF TP11-2002 SEC.]. A SEAL ON THIS ITW Building Components Group,Inc. DESIGNGSN RICATESTME SUITABILITY ANDFUSSEEIOFATISGICNEH NONPOTRFOR HANYBRUILDING ISLTHE RESPONS BILITY DOFF THHE EXP..12-31-1: DUO.FAC. 1.00 FROM MRR Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC.2. 11/21/2012 SPACING 24.0” JREF- 1URD561_Z13 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F11) Top chord 4x2 DF-L #1&Bet.(g) Truss right end may be trimmed up to 1-4-0 minus the plate lap on the Bot chord 4x2 DF-L #1&Bet.( ) insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x Webs 4x2 DF-L Standard(g ) 3") nails 2" from end along top and bottom chords through chords and into I-Joist flanges, (may be nailed after end is trimmed). I-Joist: Connectors in green lumber (g) designed using NDS/TPI reduction factors. 13" Insert TE 2x4. This truss spaced e. 24.0" OC supports additional concentrated load at Negative reaction(s) of -263# MAX. (See below) from a non-wind load case left end from 9.00' stud wall (13.00 PSF) supporting 2-0-0 roof spans requires uplift connection. with 1-0-0 overhang. Roof load: 25.00 psf LL and 7.00 psf DL. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 2.00. 23.125" Typ. J 2X3 III 3X5= 3X6= I % - 1-4-0 1-4- 0 EMS IIII%. �li I 4 9-0-0 i3X5E ► 3X3= 3X4= 1-10-10----->l 0"12 2-0-10 2-1-2 1-4-12 2-1-6 2-1-2 1-4-12 5-7-4 Over 2 Supports >1 R=1122 W=5.5" R=-264 Design Crit: CUSTOM/TPI-2007(STD) IfrIr�Fti PRQpF' PLT TYP. Wave FT/RT=6%(O%)/4(1) 10.03. ie+ .1:,<•F ''s :5 OR/-/1/-/-/R/- Scale =.75"/Ft. Trus-Way,Inc 360-750.1470 --YARNING'-TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. ( 1 465 '$ �`'! TC LL 40 .0 PSF REF R561-- 18734 3901 NE 68h St,Vancouver WA REFER TO BCSI (BUILDING CQMPDNENT SAFETY INFDRNATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.:1B GC NORTH LEE STREET,SUITE]12.ALEXANDRIA.VA.22O1a)qND WTLA(N WD TRV55 COUNCIL OF AMERICA, e]00 ENTERPRISE LANE. MADISON,NI 53]19)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TC D0101: L 10.0 PSF DATE 11/21/12 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE , A PROPERLY ATTACHED RIGID CEILING. / GON e' BC DL 5.0 PSF DRW CAUSR561 12326002 "IMPORTANT"FURNISH A COPY OF THIS DESIGN To THE INSTALLATION CONTRACTOR. ITA BUILDING COMPONENTS CN V1"M.9VIY GROUP. INC.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO BUILD THE TRUSS ' 5 F 9� Cc. BC LL 0.0 PSF CA-ENG TSB/CWC IN CONFORMANCE WITH TPI:OR FABRICATING,HANDLING,SHIPPING. INSTALLING N BRACING OF TRUSSES. A =. .__ VI DESIGN CONFDRMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC.BY AFAPA)AND TPI. ALPINE CONNECTOR PLATES HOE WIDE OF 20/TRUSS8/16W(W,H/55/K)ASTM ARS3 GRADE 40/60(W.K/H,55)SALT.STEEL.APPLY �T 44 W.O TOT.LD. 55.0 PS F SEQN- 24849 REV PLATES TO EACH FACE OF T55 AND. UNLESS OTHERWISE LOCATED ON THIS DESILN,POSITION PER DRAWINGS 160A-Z. . ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 OF TP11-2002 SEC.3. A SEAL OR THIS _ ITR Building Components Group,Inc. �WIINNGSINDIIESTME C ICATEPTANILITY PROFSSIONAL ENNIINEEEEORISPONSIN O RE9LLOI INGIELTHEONESPOENSIBILI FNEHE cXvP.is-u1-13 OUR.FAC, 1.00 FROM MRR Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC.2. SPACING 24.0" JREF- 1 URD56 1_Z1 3 11/21/2012 I 1 I . I I . A 1 I . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F12) Top chord 4x2 DF-L #1&Bet.(g) Truss right end may be trimmed up to 1-4-0 minus the plate lap on the Bot chord 4x2 DF-L #1&Bet.(g) insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x Webs 4x2 DF-L Standard(g) 3") nails 2" from end along top and bottom chords through chords and into I-Joist flanges, (may be nailed after end is trimmed). I-Joist: Connectors in green lumber (g) designed using NDS/TPI reduction factors. 13" Insert TE 2x4. Negative reaction(s) of -265# MAX. (See below) from a non-wind load Special loads case requires uplift connection. (Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC- From 100 plf at 0.00 to 100 plf at 5.60 - Deflection meets L/360 live and L/240 total load. Creep increase BC- From 10 plf at 0.00 to 10 plf at 5.60 factor for dead load is 2.00. TC- 378.00 lb Conc. Load at 0.00 TC- 300.00 lb Conc. Load at 2.11 Truss must be installed as shown with top chord up. 23.125" Typ. J 2X3 III 3X5=- 3X6 IIII 1-4-0 1-4-0 ( IlJL_______i9-0-0 NEC3X5= i 3X3--=- 3X4.-----' X3=3X4= 1-10-10-->.1 0 2-0-10 ,I..c 2-1-2 >I< 1-4-12 2-1-6 2-1-2 1-4-12 lc 5-7-4 Over 2 Supports • R=1428 W=5.5" R=-265 Design Crit: CUSTOM/TPI-2007(STD) eolig PROFL PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.,X ..M1�i 'a`P•'ca :1 OR/-/1/-/-/R/ Scale =.75"/Ft. Trus-WaXy,Inc 360-750-1470 ..WARNING..TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. [� REF R561-- 1 7909 3901 NE 6871LSt.,VanfALLYeT WA REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION)4) ,•PUBLISHED BY TPI (TRUSS PLATE INSTITUTEL OF AMERICA. .210 tc1 14659 TC LL 40.0 PSF ENTERPRISE LANE.MADISON.DI ALEXANDRIA. FOR VSAFETY I PRACTICES PRIOWICA R TO PERFORMING TRUSS THIESE FUNCTIONS. UNLESS B� OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ��` TC DL 1 0.0 PSF DATE 1 1/2 1/1 2 A PROPERLY ATTACHED RIGID CEILING. B BC DL 5.0 PSF DRW CAUSR561 12326001 x AC ••IMPORTANT••FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 11W BUILDING COMPONENTSG 'SCIGGON Mir ALPINE INOCONFORMANCE MITH TPLL NOT BIE ORSPONSIBLE FABRICATIN� NGLANY D NGIATIONFROM G.nINSTALLINGIS ;ANY&BRACINLURE TO OF TRUSSES THE TRUSS y¢�n of I' 7 ,�D� �rV Bl, LL 0.0 PSF CA-ENG TSB/CWC CONIES ORNPLATE MIRE MADE OFR LE PROVISIONS OF NDS(USW AAL DERIDE S0/C,BY AK/II.S)C TPI. ALPINE '�y]'}G�U� ��b.$`/ TOT.LD. 55.0 PSF SEQN- 24845 REV CONNECTOR PLATES ARE NAGE OF 20/1a/16W(►,H/55/N)ASIS A653 GRADE 40/60 IW,N/E,557 GALV,STEEL.APPLY PI w. S` PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN,POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX AS OF TPI1-2002 SEGS. A SEAL ON THIS TCW Building Components Group,Inc. DAUBIN SIINDNCATES71 ACCTAB LITY PROFESSIONAL ENGIINNEEGEERINEGTRESR ANY!BUILDINGIS YNFFORR ETHEESPOUs UISITY TRUSS CUMPOOF ETHE EXP.12-31-13 DOR.FAC. 1 .00 FROM MRR Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC.2. SPACING 24.0" J REF- 1 URD56 1_Z 1 3 linInnl2 , ► I 1 F I , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F13) Top chord 4x2 DF-L #1&Bet.(g) Truss right end may be trimmed up to 1-4-0 minus the plate lap on the Bot chord 4x2 DF-L #1&Bet.(g) insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.128" x Webs 4x2 OF-L Standard(g) 3") nails 2" from end along top and bottom chords through chords and into I-Joist flanges, (may be nailed after end is trimmed). I-Joist: Connectors in green lumber (g) designed using NDS/TPI reduction 13" Insert TE 2x4. factors. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 2.00. 22.769" Typ. 1X3 III 3X4 IlpippiV/IlLeiii 1-4-0 1-4-0 I to MIIIIIIIIIMIIM r : -0-0 61.0 3X3= 3X3= I2 4I< 2-0-4 >I< 1-4-12 I'- 3-7-4 Over 2 Supports >{ R=213 W=4.125" R=184 Design Crit: CUSTOM/TPI-2007(STD) 'Y PROpefY PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.0',-.. aucla`,% -,.' r; :3 OR/-/1/-/-/R/- Scale =1"/Ft. Trus-Way,lnc 360-750-1470 "WARNING.*'TRUSSES (WILDINGIREEXTEMECAEINFABRIG ;N. HANDLING.BTSIIPPI(G, INSTALINNSTITV(ECI2 148 . TC LL 40.0 PSF REF R561-- 17910 390111E 68th St,Vancouver WA NORTH LEE STREET, SUITE 312,ALENANDRIA,VA,22310)AND NFCA(WOOD TRUSS COUNCIL OF OAIERICA. 6300 ENTERPRISE LANE,MADISON.WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TC DL 1 0.0 PSF DATE 11/20/12 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE �i A PROPERLY ATTACHED RIGID CEILING' ' /� OfiEGON ,` BC DL 5.0 PSF DRW cAUSR5S1 12325317 ."IMPORTAPIT. SH A COPY OF - •IGROUP. INC.SHALL NOT N CONFORMANCE WITH NI E RESPONSIBLTHIS FOR ANYHANDLING.ISHIPPING.RN 1H STAILIGCNG CONTRACTOR. FAILURE F TRIIBSSESI'THE COMPONENTS , C 7,A ift BC LL 0.0 PSF CA-ENG TSB/CWC 061GN CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC,BY AFAPA)AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/TBGA(W,H/SS/N)ASTM AGNS GRADE 0D/A0(0,N/H,SS)CAW.STEEL.APPLY u TOT,LD. 55.0 PSF SEQN- 1 236 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN,POSITION PER DRAWINGS 150A-Z. ANY INSPECTION OF PLATES FOLLOWED BY(1)SHALL BE PER ANNEX AS OF TPIT-2002 5E0.3. A SEAL ON THIS EXP.12-31-13 ITW Building Components Group,Inc WGNNG N CATESTMCSTIyITAB E ILITY AND USEIOF TH SGICONPONENT FOR LDING ANY BUIIS THE OESPONSIBILI V or T E OUR.FAC. 1.0O FROM MRR Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC.2. 11121/M12 SPACING 24.0" JREF- 1 URD56 1_Z 1 3 1 Will , , T r 9 L t A , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F14) Top chord 4x2 DF-L #1&Bet.(g) Truss right end may be trimmed up to 1-4-0 minus the plate lap on the Bot chord 4x2 DF-L #1&Bet.(g) insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Box (0.126" x Webs 4x2 DF-L Standard(g) 3") nails 2" from end along top and bottom chords through chords and into I-Joist flanges, (may be nailed after end is trimmed). I-Joist: Connectors in green lumber (g) designed using NDS/TPI reduction 13" Insert TE 2x4. factors. This truss spaced @ 24.0" OC supports additional concentrated load at Deflection meets L/360 live and L/240 total load. Creep increase factor left end from 9.00' stud wall (13.00 PSF) supporting 2-0-0 roof spans for dead load is 2.00. with 1-0-0 overhang. Roof load: 25.00 psf LL and 7.00 psf DL. Truss must be installed as shown with top chord up. 11.125" Typ. 1X3 III 3X4= 3X4= t _/ _,_____ 1-4-0 1-4-0 t ----- J -0-0 3X4= '`.g 3X3= -0-10-10-3- 3X3=- 0"12 1-0-10 2-1-2 1-4-12 1-1-6 2-1-2 'I` 1-4-12 lc 4-7-4 Over 2 Supports ,1 R=848 W=5.5" R=90 Design Crit: CUSTOM/TPI-2007(STD) ,gyp O,F PLT TYP. Wave FT/RT=6%(O%)/4(1) 10.03. :1-st o-,L�u TY:6 OR/-/1/-/-/R/- Scale =1"/Ft. TnjNE 6 tInc 360-7504470 P�NARNIN01.*TRUSSES REWIRE EXTRrAE CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. . 4.Nr TC LL 40.0 PSF 3901 NE 68th St.,Vancouver WA REFER TO.CSI (.SILTING COMPONENT SAFETY INFORIA).G2I0. PU.LISOD BY TPI (TRUSS PLATE INSTITUTE. EIB0 Qs 14859 -7 9 REF 8561-- 17911 N00.TH NIS STREET.SV ITE]12.ALEXNB)RIA.VA.21]70 AND WTCA(WOOD TRUSS wuxca OF ATIONS. Ci; r'.. TC DL 10.0 PS F DATE 11/20/12 litfk ENTERPRISE LANE.MADISON.WI SHALL FOR SAFETY RL PRACTICES STPRIOR TO PERFORMING THESE FUNCTIONS. UNLESS fi _ !.-' -'-'r" OTHERWISE(LANE.MD TDP CHORD SHALL NAVE PROPERLY ATTAINED STRUCTURAL PANELS FORMI ANO BOTTOM CMORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ',) OREGON $ ."IMPORTANT...FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IT!BUILDING COMPONENTS q QP.E-GQN BC DL 5.0 PSF DRW CAUSR561 12325318 GROUP. INC.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSS 1 `' - DIN ESIGN CONFORMS CONFORMANCE TIM,OR HANDLING. (NATIONAL DESIGN INSTALLING ALLINC.DY ACING OF TPI. ALPINE ��I},®6G Tl t4S9 q� BC LL 0.0 PSF - CA-ENG TSB/CWC CONNECTOR PLATES ARE MADE OF E0/18/16GA(Y,H/SS/K)ASTM A653 GRADE AO/BO(W,K/N.SS)TALV.STEEL.APPLY S'jl Ap P1��� TOT.LD. 55.0 PSF SEQN- 1241 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN,POSITION PER DRAWINGS 100A.2. fR 'V. ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS EXP.Building Components Group,Inc. GROWIINNGSI�uTED OITABI SLIT'AHDFUSELOF THISGGNDNENTRF OMPORANVUILT BINLOISLTHEWRESPONS BILITY OFNTNE EXP.12-31-13 TUR.FAC. 1.00 FROM MRR Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC_2. 11/71Ln12 SPACING 24.0" JREF- 1URD561_Z13