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- :1) Customer:PARR LUMBER WEST LINN
8 POwner MARK BRITCLIFFE
,....;,:-..,:H-.:.,, ,, •,,i
Plan:<Not Found>
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g 6 Salesman:Greg Martin
Project:M&D DEVELOPMENT
ITW Building Components Group, Inc.
8351 Rovana Circle Sacramento.CA 95828 (916)387-0116
Page 1 of 1 Document ID:IUMZ561 Z1515162722
Truss Fabricator: Trus-Way, Inc
Job Identification: 122327-PARR LINER BEST LIRE I i 0 DEVELOPBEBT -- 14682 SB 78TH STREET TIOARD,
Model Code: IRC
Truss Criteria: 1 RC2009/TP I-2007(STD)
EngneeringSofware: Alpine proprietary truss analysis software. Version 10.03.
Truss Design Loads: Roof - 47 PSF 0 1.15 Duration
Floor - B/A
Bind - 110 BPR (ASCE 7-05-Closed)
Notes:
1. Determination as to the suitability of these truss coeponents for the Garold W.Heal
structure is the responsibility of the building designer/engineer of Oregon 19575 PE
2. inggIal ! he drawing number is preceded by: CABSR561
Details: A1103005-6DLLETIM-
Submitted by CBR 16:27:11 06-15-2012 Revieuer: JIB
# Ref Description Draenng# Date
1 43213-401 12167053 06/15/12
2 43214--T02 12167054 06/15/12
3 43215--T03 12167141 06/15/12
4 43216--T03A 12167142 06/15/12
5 43217--T04 12167046 06/15/12
6 43218--T05 12167048 06/15/12
7 43219--T06 12167052 06/15/12
8 43220-407 12167051 06/15/12
9 43221-408 12187047 06/15/12
10 43222--TO9 12167049 06/15/12
11 43223--T09A 12167050 06/15/12
THIS ERG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS NPR.
( 122327-PARR LUMBER WEST LINN M & D DEVELOPMENT -- 14682 SW 78TH STREET TIGARD, - T01 )
Top chord 2x4 DF-L #1&Bet. g 110 mph wind, 15,00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
Connectors Ingreen lumber psf.
(g) designed using NDS/TPI reduction factors. I
Wind loads based on both MWFRS and C&C, reactions based on MWFRS.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/240 live and L/180 total load. Creep increase
applied per IRC-09 section 301.5. factor for dead load is 2.00.
Unbalanced snow loads have not been considered.
1•( *12-5-2
R=130 U=47
10
3-81 10
0-4-10 o� 11
-T- • 9-0-0
� R=73
2X4(A1) g
1<--4-0-0 Over 3 Supports —•4,1
R=295 W=5.5"
RL=95/-54
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=8%(0%)/4(1) 10.03.04...' . -- OR/-/1/-/-/R/- Scale =.5"/Ft.
Trus-Way,Inc 3750.1470 *•QRRIRSCS TRUSSES REQUIRE mum CARE IN FABRICATION, NANOLIRR. SNIPPING, INSTALLING AAD BRACING. G. o S� TC LL 30.0 PSF REF R561-- 43213
3901 NE 68hSt.,VancouverWA RREFERLLEEESCETIREET(WDIILETIEN712 ALEEANOt:FVA,Ni31{)I:BtCA(noon 1;TPI Si GFTEX GT E•SS00 P PINF,
ENTERPRISE LANE.MADISON.BI 53715)FOR SAFETY PRACTICES PRIOR TO PERFORRTNG THESE FUNCTIONS. UNLESS
OTHERWISE INDICATED TOP COORS SHALL NINE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE TC DL 7.0 PSF DATE 06/15/12
A GRIPRLY ATTEND RIGID OEILINB. 19675-
••IMPOTANT'TNN
RAGT ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. (TNM BUILDING COMPONENTS BC DL 10.0. PSF DRW CAUSR581 12167053
SROOF, INC,SHALL NSE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AMY FAILURE TO WILD 7HE TRUSS
=Er mum IN CONFORMANCE WITH TPI;OR FABRICATING,HANDLING, SHIPPING. INSTALLING A BRACING OF TRUSSES, L 2 BC LL 0.0 PSF CA-ENG TSB/GWH
At. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IRs(NATIONAL DESIGN SPEC. BY AFAPA)ANO TPI. ALPINE OR N
CONNECTOR PARTES ME MADE OF DO/10/IN7A(S,N/SE/E)A5111 AGES GRADE AG/NG(I,N/A,OS)GALY.STEEL.APPLY , a,,ogl 1k TOT.LD, 47.0 PSF SEQN- 134251
PATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED GN THIS DESIGN.POSITION PER DRAWINGS 110A•C.
ANY INSPECTION OF PATES FDLWWED BY(I)SHALL BE PER MINES AS OF 7PIT.2005 SEC S. A SEAL ON MIS
11W BuildIng Components Group,Inc. ODMSy "ATMs ACCEEPTANCE R PROPESSEI TNIESOIIMERNENTN IEWIT'Y S IE`YHFORE RETHE RI u�T°NE"TI(E ROCDw.N" DUR.FAC, 1.15 FROM KTC
Sacramento,CA 95828 WILDING DESIGNER PER ANSI/TPI 1 SEC.2. RMNWRI0/80/2013
SPACING 24.0" JREF- 1UMZ561_Z15
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS(DADS B DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 122327-PARR LUMBER WEST LIMN M & 0 DEVELOPMENT -- 14682 SW 78TH STREET TIGARD, - 102 )
Top chord 2x4 OF-L #1&Bet.(g) 110 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
psf.
Connectors in green lumber (g) designed using NDS/TP1 reduction factors.
Wind loads based on both *MFRS and C&C, reactions based on MWFRS.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/240 live and L/180 total load. Creep increase
applied per IRC-09 section 301.5. factor for dead load is 2.00.
Unbalanced snow loads have not been considered.
10 11 10-6-6
R=40 U=17
1-10-15
i,
0-4-10 /' a
4 mom - 19-0-0 +
1162101
2X4(A1) as .
1.c.-1-0-0—x•1
f¢ 1-10-0 Over 3 Supports yi
R=206 U=7 W=5.5"
RL=53/-38 R=31
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=896(0%)/4(1) 10.03.04.,>; , : ., OR/-/1/-/-/R/- Scale =1"/Ft.
Tnn-Ww,Inc 360.750-1470 INs"TRUSSES REQUIRE EXTREME�IN FABRICATIDII, RAWL NS, SNIPPING, INSTALLING AND BRACING. ' TC LL 30.0 PSF
3901 NE6 thSt..Vancouver WA ,REQ LEEB510001,S IITEN312,AL IA.VA,N0223314)I010 BTPUBLISHED
(RWD mal COUNCIL°u1:TE IN c*TE'0)300 Oro #131NF� REF R561-- 43214
ENTERPRISE LANE,MADISON,WI 33710)FOR SAFETY PRACTICES PRIOR TO PERFawING THESE FUNCTIONS. UTA.05$ 4' Q .
OTHERWISE INDICATED TO CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE 190-70-P TC DL 7.0 PSF DATE 06/15/12
R PROPERLY ATTACHED nolo GBaLIM. ,
••IOORTANT••PRNSH A COPY of THIS DESIGN TO THE INSTAlATICO CONTRACTOR. ITB BUILDING COMPLAINTS
BC DL 10.0 PSF DRW CAUSR681 12167064
GRo11P. IIIC.SNAu NOT ea RESPONSIBLE FDR ANY DEv1ATSHI FROM TM S DESIGN:ANY FAWRE TO BUIL!THE TRUSS I ' BC LL 0,0 PSF CA-ENG TSB/GWH
ALPINN IN CONFORMANCE MITH TPI,OR FABRUING,ilAlEtllE,SNIPPING, INBTALLINa B BRACING of TRUSSES.
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIRE SPEC,BY*PAPA)AND TPI, ALPINE
CONNECTOR PLATES ARE NAGE OF 20/111/tOGA(M,H/SS/K)ASTM A363 GRADE 40/00(W.KM,SS)CALO.STEEL.APPLYTOT.LD. 47.0 PSF SEQN- 134247
PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON TMIS DESIGN, POSITION PER DRAWINGS 1000.2. V
ANY INSPECTION OF PLATES FOLIO/ED WY(I)SHALL SE PER ANNEX A3 OF TPI1-2D02 SEC.), A SEAL ON THIS
mvBuilding ComponeabGroup,Inc. 1 1�'CA w OF,E PA1IOF055I TMIEISIOINCDYEERPpIIE�NT FOR AIYIBBUILDINOO ELTHE �''/,3ITc°" 'r �Oj�aw N OUR.FAC. 1.15 FROM KTC
Sacramento,CA 94828
BUILDING DESIGNER PER ANSI/TPI 1 SEC.2, RBB 42013 SPACING 24.0" JREF- 1 UM2561_Z15
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS ITR.
(122327-PARR LUMBER WEST LINN M & D DEVELOPMENT -- 14682 SW 78TH STREET TIGARD, - T03)
Top chord 2x4 DF-L #1&Bet.(g) 110 mph wind, 21.09 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Bet.( ) anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 DF-L Standard(g) DL=6.0 psf.
Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads based on both MWFRS and C&C, reactions based on MWFRS.
factors.
Bottom chord checked for 10.00 psf non-concurrent bottom chord
See DWGS A11030050109 & GBLLETIN0109 for more requirements. live load applied per IRC-09 section 301.5.
Deflection meets L/240 live and L/180 total load. Creep Increase Truss designed for unbalanced snow load based on Pg=30.00 psf,
factor for dead load is 2.00. Ct=1.10, Ce=1.00, CAT II & Pf=23.10 psf.
Truss spaced at 24.0" OC designed to support 1-0-0 top chord 3X50=
outlookers. Cladding load shall not exceed 3.00 PSF. Top
chord must not be cut or notched. , T
10n 10
6-7-10
0-4-100-4-10
AililiIIIIiIii�,
-7 ,
2X4(A1) r 7-
3 Ea
2X4(A1) In
41'a..i 41,E
I_ 7-6-0 i_ 7-6-0 -)
I'c 15-0-0 Over 2 Supports
R=125 PLF U=15 PLF W=7-6-0
RL=27/-27 PLF R=125 PLF U=16 PLF W=7-6-0
Note: All Plates Are 2X4 Except As Shown.
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=8%(0%)/4(1) 10.03.04. OR/-/1/-/-/R/- Scale =.375"/Ft.
Trus-Wq Inc 360-750-1470 ICAO"mussesREQUIRE CSE IN'ANIMATION. HANDLING. SHIPPING, 11■YALLI1b AND NIACIN. (9. TC LL 30.0 PSF
3901 NE oath Si,. Vancouver WA Nom LLEEERSTREET,SUITE 312.ALE00IIOACONPONENT IA.VA,22314)22314)05111 WTG(b D TRUSS COUNCIL PLATE
AMERICA, 83300 19 01Np REF 8561-- 43215
ENTEWRIEE LANE.MADISON,RI 877111)FOR SAFETY PRACTICES PRIOR TO PERP■SIINS THESE ONNMOROS. LUNLESS
NNE F DL 7.0 PSF DATE 06/1 5/1 2
UNWISE(LANE,MD TOP CHORD 51171 HAVE PROPERLY ATTACHES STRUCTURALTOP PAWNS AND ESE FU C1111RD SHALL LESS 19575
.PEN
_
A PROPIELV MIMEO RIGID GO 5811.
••IMORTANT••F lamm A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ITT GUILDING COWMEN BC DL 10.0 PSF DRW CAUSR561 12167141
GROUP. INC.SHALL NOT 0-5 RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO WILD THE TRUSS
-A,gg;W IN CONFORMANCE WITH IPI:OR FABRICATING.HANDLING.SHIPPING. INSTALLING A SWINE OF TRUSSES, BC LL 0.0 PSF CA-ENG JMB/GWH
DESMON CONFORMS WITH APPLICABLE PROVISIONS OF MDS(NATIONAL DESIGN SPEC, SY NAPA)ANE TPI, ALPINE L•N
CONNECTOR PLATES ARE 110E OF E0/10/180A(W.H/8S/A)ASTW A883 GRADE 40/80(W. 0/0.SS)OALV.STEEL,APPLY 44420.0060:
_,,�M
PLATES TO EACH PACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 1aa_z. "�5.$Q�aP+- TOT.LD. 47.0 PSF SEAN- 1077
ANY INSPECTION OF PLATES FOLLOWED IF(I)SHALL BE PER ARNO(AS OF TPI1-2002 SEC.3. A SEAL ON NIS
ITW Building Components Group,Inc. :1714,1°91°1".TESTMACCEPTANCEtOOF PND M Sg OI n,ENOINE NT FRENd15IDSILUIITV S LE Y AE 72.;177,47 �CD W 0 DUR.FAC. 1.15 FROM KTC
Sacrame ,CA 95828 BUILD/NG DESIGNER PER ANSI/TPI 1 SEC. 2. INMWDIa/30/2013
SPACING 24.0" JREF- 1UMZ561_215
F
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(122327-PARR LUMBER WEST LINN M & D DEVELOPMENT -- 14682 SW 78TH STREET TIGARD, - TO3A)
Top chord 2x4 DF-L #1&Bet.(g) 110 mph wind, 21.09 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Bet.( ) anywhere in roof, CAT II, EXP 8, wind TC DL=4.2 psf, wind BC
Webs 2x4 DF-L Standard(g) DL=6.0 psf.
Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads based on both MWFRS and C&C, reactions based on MNFRS.
factors.
Bottom chord checked for 10.00 psf non-concurrent bottom chord
Deflection meets L/240 live and L/180 total load. Creep Increase live load applied per IRC-09 section 301.5,
factor for dead load Is 2.00.
Truss designed for unbalanced snow load based on Pg=30,00 psf,
Ct=1.10, Ce=1,00, CAT II & Pf=23,10 psf.
5X6(R1) 0
1 T
•
411
0
6-7-10
0-4-10
0-4-10
a 10' -T-
EM
*18-0-0
5X6 `
3X4(A1)ME 3X4(A1) SE
L1.eJ I.*1,' ')
I"` 7-6-0 >I< 7-6-0 ..1
7-6-0 7-6-0
F15-0-0 Over 2 Supports a+
R=815 U=115 W=5.5" R=815 U=115 W=5.5"
RL=200/-200
Design Crit: 1RC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=8%(0%)/4(1) 10.03.04,0- :cmc OR/-/1/-/-/R/- Scale =.375"/Ft.
Trus-Way Inc 360-750-1470 •'MMNIIER" TRUSSES RE U RE EXTREME CARE IN FAERICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. TC LL 30.0 PSF
39D1 NE 68th St.,Vancouver WA ,NORTH LEE TO STREET. SUITE 312,COMPONENT SAFETY
VA!"22231i4)lNC L TRTRUSS COUNCIL
POFttAINSTITUTE. 211I A MERICA. 8350 t GiN REF R561-- 43216 _
OTRTHERWISSEINDICATEEDD TOPIOPCRUD SHALL 03712)FOR
PROPERLY PRACTICES
STRUCTURAL UCCTuIOR URRALA PERFORMING 0110 THESEMI OCRROO FUNCTIONS.
HAVE ` '19875 � TC DL 7.0 PSF DATE 06/15/12
A PROPERLY MAGI=RIGID SHUNS.
••INORTAMT••PURRIRE A COPY OF THIS DESIGN TO TEE INSTALLATION CONTRACTOR, ITS BUILDING COMPONENTS /BC DL 10.0 PSF GRIN CAUSR561 12167142
mow IN CONAGO LANCE SHALL
RESPONSIBLE
FABRICATING.HOWLING,SHIPPING,ANY DEVIATION ARON TINSTAALLLLING S MACIAS OF TIGN;ANY FAILURE AURBUILD
U S THE
TRUSS
�� : BC LL O,0 PSF CA-ENG JMB/GWH
Num
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC,SY NAPA)AND'(Al, ALPINE 0 `'`N
CONNECTOR PLATES ARE MADE OF 20/11/1000(R,H/SS/N)ASTM*003 GRADE 40/60(IP,0/0.00)GMLV.STEEL.APPLY
PLATES To EACH FACE of TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS tea-Z, y6,i TOT.LD, 47.0 PSF SEAN- 1 073
ANY INSPECTION OF PLATES FOLLOW®BY(I)SHALL SE PER NINES A7 OF TP11.20OT SEES. A SEAL ON THIS
17W Building Compsaenh Group,Inc. :Mr ICATES ACCEIEinMluUUP PR ESSIOOFNALLIERRIMEEERIINNS R OPPUHSIBILIgam-FFOREspON t...Y00 RR"T ��LD W.� DUG.FAC. 1.15 FROM KTC
Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/7AI 1 SEC. 2. Rommel 6/30/2018 SPACING 24.0" JREF- 1 UMZ561_Z15
1
THIS DWS,PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 122327-PARR LUMBER WEST LINN M & D DEVELOPMENT -- 14682 SW 78TH STREET TIGARD, - T04 )
Top chord 2x4 DF-L #1&Bet.(g) 110 mph wind, 21.09 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Bet. anywhere In roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
Webs 2x4 DF-L Standard(g) psf.
Connectors In green lumber (g) designed using NDS/TPI reduction factors. Wind loads based on both MWFRS and C&C, reactions based on MWFRS.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Left end vertical not exposed to wind pressure, load applied per IRC-09 section 301.5.
Deflection meets L/240 live and L/180 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=30.00 psf,
for dead load is 2.00. Ct=1.10, Ce=1,00, CAT II & Pf=23.10 psf.
6X6:
.. -7-
►1
10
3X4�i
I 6-7-10
10
3-0-11
0-4-10
-I-
--1.... _ �. .1008-0-03X4 w -'
2X4 III 3X4(A1) SE
Ir• 4-3-8 if.Fa 7-6-0 Bi
L. 4-3-8 L_ 7-6-0 J
I11-9-8 Over 2 Supports )I
R=568 U=83 W=3.5" R=669 U=86 W=5.5"
RLa140/-150
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=8%(091)/4(1) 10.03.04.$•': ,._e., OR/-/1/-/-/R/- Scale =.375"/Ft.
Trus-Way,Inc 360-750.1470 I00"Thus=REQUIRE SERENE CAPE IN FMRICATICN. HANDLING. SNIPPING. INSTALLING NL BRACING.
3901 NE 68th S1.,Vancouver WA NERFTERiI 1IroEE�510007,SUITE 311.ALE%ANDRIAF VA, ii1AAn'BrPUBLISHED 7PNSSI CGMCIL POFEEEP
ABI E GSW w •
4. aINF 00 TC LL 30.0 PSF REF R561-- 43217 —
ENTERPRISE LANE,IIAOIBON,WI 08715) F00 SAFETY PRACTICES PRIOR TO PERPOWING THESE FUNCTIONS. UNLESS .# TC DL 7.0 PSF DATE 06/15/12
OTHERWISE INDICATED TOP CHORD SHALL HARE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE 19575- ' //
A PROPERLY ATTAEMI 11010 CELIAC
"INORTAM7••FLRNISH A COPY OF THIS OESION TO THE INSTALLATION CONTRACTOR. III BUILDING COMPOSERS j BC DL 10.0 PSF DRW CAUSR581 12167046
ALPINE o*OUP, INC,SHALL NOT 0E RESPONSIBLE FOR ANY DEV1A710N P000 TNIa 505,00;ANY FAILURE TO mu!ME 11
USs '
IN WMCONFORM nix TPI,oR FAESICATINo,NANDLIOS. $NIPPING, INSTALLIEC a BOACIN5 Of 700050$, C1]N BC LL 0.0 PSF CA-ENG TSB/GWH
DESIGN CONFORMS 11TH APPLICABLE PROVI$ION5 OP NDS(NATIONAL DESIGN SPEC. IV ATOM)ANO 1P1. ALPINE o
WNMECTOR PLATES ARE WOE Of 20/10/100*(12,H/SS/0)AS111 A003 FADE 40/00 M. 0/NSE GRIM. STEEL.APPLY �,,�ypp TOT.LD. 47.0 PSF SEQN- 182262
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAW/NOS INCA-2.
�oRAWING INDICATES ANY EMPECTION OF PACACCEPTANCTES FOLLOWED
PPOFES510NAL ENGINEENIIIGAIME
RESPOILTIBILI7Y SOLE YSFOR THE TRUSS SEAL
��0
RTW Sactam Components
CA 952Group,Inc.� 'G•SI PI TER SUITABILITY AND USE OF This COWOIENT FOR ANY 001101No IS TiE OESFOSIOILITT OF THE
/POLO W. DUR.FAC. 1.15 FROM KTC
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2, I0RINwl1B/SO/Eo18 SPACING 24.0" JREF- 1UMZ561_Z15
I
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 122327-PARR LUMBER WEST LINN M & D DEVELOPMENT -- 14682 SW 78TH STREET TIGARD, - T05 )
Top chord 2x4 DF-L #1&Bet.(g) :T2, T3 1.5"x5.625" DF-L SS(g): 110 mph wind, 21.07 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Beta ) anywhere in roof, CAT II, EXP 8, wind TC DL=4,2 psf, wind BC DL=6.0 1
Webs 2x4 DF-L Standard(g) :W2, W4 2x4 DF-L #1&Bet.(g): psf.
Connectors In green lumber (g) designed using NDS/TPI reduction factors. (a) 1x4 #3 HEM-FIR or better continuous lateral bracing to be equally
spaced. Attach with (2) 8d Box or Gun nails (0.113"x2.5",min.).
Bracing material to be supplied and attached at both ends to a
Special loads suitable support by erection contractor.
(Lumber Dur,Fac.=1.15 / Plate Dur.Fac..1.15)
TC- From 78 Of at -1.00 to 78 plf at 5.91 Bottom chord checked for 10.00 psf non-concurrent bottom chord live
TC- From 110 plf at 5.91 to 188 plf at 9.91 load applied per IRC-09 section 301.5.
TC- From 188 pif at 9.91 to 188 plf at 14.09
TC- From 78 plf at 14.09 to 78 plf at 25.00 Calculated vertical deflection is 0.10" due to live load and 0.23" due
BC- From 38 plf at 0.00 to 38 plf at 24.00 to total load at X = 12-0-0.
TC- 464.44 lb Conc. Load at 5.91
Deflection meets L/240 live and L/180 total load. Creep increase
Wind loads based on both MWFRS and C&C, reactions based on MWFRS. factor for dead load is 2.00.
Extend sloping top chord of truss and Jacks to hip rafter. Support Truss designed for unbalanced snow load based on Pg=30.00 psf,
extensions every 4.00 ft to flat TC. Spacing of supports originates from Ct=1.10, Ce■1.00, CAT II & Pf=23,10 psf.
#1 hip. Attach 2x4 lateral bracing to flat TC 0 24' OC with 2-16d Box or
Gun nails(0.135"x3.5",min.) and diagonally brace per DWG. BRCALHIP0109. Building designer is responsible for conventional framing.
Support hip rafter with cripples at 5-7-14 OC.
In lieu of structural panels use purlins to brace all flat TC 0 24"
OC,
-7-
4X60
4X6a 8X8D 4X6
1
T2T3
(a) 6-7-0
10 7 10
W2 W4
0-4-10 0-4-10
T
�� 5X6 -, T
3X6 -18-0-0
Ma 3X6al
5X6(B7R) ES 5X6(B7R) es
1.1 J L1,..1
5-6-2 ..I'
6-5-14 1.1".
6-5-14 5-7-14
I_ 5-10-15 _I_ 12-5-3 _I_ 5-7-14 _1
24-0-0 Over 2 Supports sl
R=2241 U=374 W=5.5"
RL=177/-188 Design Crit: IRC2009/TPI-2007(STD) R=1914 U=320 W=5.5"
PLT TYP. Wave FT/RT=8%(0%)/4(1) 10.03.04.., f p OR/-/1/-/-/R/- Scale =.25"/Ft. _
Tnis•Wa,Inc 360.750-1470 ••IARMIMP•TRUSSES NEOUTRE EIITREME CANE IN PAERICATION, NMR.INa. SHIPPING, INSTALLING Ar7 ERACIIIG. REF R561-- 43218
3901 NE6.....„VancouverWA RNORTRiI LEE SRSSTRIEET. SUITE 212.ALEXANDRIA.VA, 22310 m ETCH iii TTRUSS COUNCIL Por AICA. 'S200 » QINF, AS,• TC LL 30.0 PSF
ENTERPRISE LANE,MADISON,WI HN71.)FOR SAFETY PRACTICES PRIOR TO PERPMRDINA THESE FUNCTIONS, UNLESS '7' TC DL 7.0 PSF DATE 06/15/12 _
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND PDTTON CRUD SHALL HAVE ,19675 ,
R PROPERLY STTSH RIGID CEILING.
"'IMORTAMTFUR
•. NISH A COPY OF THIS MOM TO THE INSTALLATION CONTRACTOR. ITS WILDING COMPONENTS F / BC DL 10.0 PSF DM CAUSR561 12187048
AROIF. I/C.SHALL NOT DE RESPDIISIaLE PUN ANY DEVIATION FROM THIS DESIGN:ANY FAIU E TO°AILD THE TRUSS
1>•I� ALPINE DESIGN�MSE SWIITH P RCAFGLLEE PROVISIONSHROLiO'(NNNTIONAL. ESIGN IINSTTA EC.NY AIWA)AND TtE• ALPINE p. 8N15 1 BC LL 0.0 PSF CA-ENG TSB/GBH
CONIECTEN PLATES ARE MADE OF 30IIA/1AVA EM/SS/K)AM AGSS GRADE 40/00(I,N/H,SO)OALV. STEEL.APPLY 'hk ., TOT.LD. 47.0 PSF SEQN- 1 077 _
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGNN, POSITION PER DRAWINGS 1004-2.
DROARANY ING INDIOONAT S PLATES
STFNcFOLLOWED
PFNSSIE R LiNINER AIME
AAPOOFF T 11TTY SELESELLY'iOE THE TRUSEAL SSS CCOON THISl �00CD W.W` OUR.FAC. 1.15 FROM KTC
11WBinding CGmponenMGrDap,Inc. ASSIGN INDICA. THfl WITMILITY AIR.LASH GF TRIS CWPWENT FOR ANY WILAING 19 THE pF3 11GILITY OF THE
Sacramento,CA 95828 WILLING DESIGNER PER ANSI/TPI 1 SEC.S. elmmaep0120u SPACING 24.0" JREF- 1 UMZ561_Z15
P . -
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS) SUBMITTED BY TRUSS WR,
( 122327-PARR LUMBER WEST LINK M & D DEVELOPMENT -- 14682 SW 78TH STREET TIGARD. - TO6 )
Top chord 2x4 DF-L #1&Bet.(g) :T2, T3 1.5"x5.625" DF-L SS(g): 110 mph wind, 21.26 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
Webs 2x4 DF-L Standard(g) psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads based on both NWFRS and C&C, reactions based on MFRS.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Calculated vertical deflection is 0.05" due to live load and 0.13" due load applied per IRC-09 section 301.5.
to total load at X = 12-0-0.
Deflection meets L/240 live and L/180 total load. Creep increase
Truss designed for unbalanced snow load based on Pg=30.00 psf, Ct=1.10, • factor for dead load is 2.00.
Ce=1.00, CAT II & Pf=23.10 psf.
(•) Inn,lieu of structural panels use purlins to brace all flat TC 0 24"
O
4X6# 4X6s* T
(*) 8X8= (*)
T2 T3
6-11-12
10 r —110
0-4-10 0-4-10
T
010
/I': 5X6SE T 1$'
3X6Eg 3X6ss
5X6(B7R).a 5X6(B7R) es
L1.J L1.J
5-6-2 6-5-14 6-4-2 5-7-14
5-6-2 6-5-14 6-5-14 5-8-2
1_ . 7-10-15 ..I- 10-5-3 -I_ 5-7-14 _1
Fc 24-0-0 Over 2 Supports31.1
R=1257 U=188 W=5.5" R=1257 U=188 W=5.5"
RL=209/-209
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=9%(0%)/4(1) 10.03.04.0.. � _ 0R OR/-/1/-/-/R/- Scale =.275"/Ft.
Trus•Way Illc 350-750-1470 "ROPERRM1u .TRUSSES 110 �FEQUIRE EXTREME 11 PGOA), P001,050100•Ev SNIPPIER,
allI ( it Pr
INSTALLING, �T,U E,2 8s TC LL 30.0 PSF REF R561-- 43219
3s011VE 68th St„Vancouver WA ENTERPRISE LANE,015000,Ii SA 31119)P00 SivmlAP)RACTICES P01 PERFORMING NESE FUNCTIONS.
UNLESS .� �LpINeo 1O
OTHERWISE INDICATED TOP CHORD MALL NAYS PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE ' [1-9575 '� TC DL 7.0 PSF DATE 06/15/12
A PROPERLY ATTUNED Rule WILING. ,
••EMMORrAMT••FNRN1Bx A c/Pv aF TH1s DEs1GN TD rx1 INSTALLATIOE CONTRACTOII. 1TTl WILDING tawoNENTB BC DL 10.0 PSF DRW CAUSR561 12167052
maw ALPINE IN COAFO
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WI;00 RMRICATlN3, HANDLING. SHSHIPPING.TMET�ING'S BRACING OF TRUS50SUIL!THETRUSS ♦ mfr BC LL 0.0 PSF CA-ENG TSB/GO
01EN CONNECTORCOPLATE BARE RADEIOFWLO PROVISIDIIRGIO(S OF MDS(NATIOEAS DGRIDE SPEC,(Y AFAAA)ANO TPI. A1PINe TOT.LD. 47,0 PSF SEQN- 1 084
PLATESO PLATES ARE RADE OF AOH10/1000(BOTHERWI ASTM MSS GRADE 40/GO(N.POSITION
DALV.STEEL.APPLY
PLATES 10 EACH FACE OF TRUSS ANO, 100188 010400115E LOCATED ON THIS DESIGN,010817100 PER MARINA 1000.0.
ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL SE PER ANNEX AS OF TPI1.5000 SEC.]. - A SEAL ON THIS
TIW Building CompONEnM Croup,Inc. on 010 111011 A THE�SIIEiiTM i1T'Av AIM"F TMEwI c Tv.—
IBBINLiLTMDINUOLE 1Y FORRETHEE TRU5iiln T[ �OLO W. DUR.FAC. 1.15 FROM KTC
Sacra mnfo,CA 95828 WUIL01ER DESIGNER PER ANSI/TPI 1 SEC.z. RBnSwB swans SPACING 24.0" J REF- 1 UMZ561_Z1 5
THIS Dwu PREPARED FROM COMPUTER INPUT (LOADS I,DIMENSIONS) SUBMITTED BY TRUSS MFR,
( 122327-PARR LUMBER WEST LINN M & D DEVELOPMENT -- 14682 SW 78TH STREET TIGARD, - T07 )
Topchord 2x4 DF-L #1&Bet. :T2, 74 1.5"x5.625" DF-L SS(g): 110 mph wind, 22.10 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Bochord 2x4 DF-L #1&Bet.(g) anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
Webs 2x4 DF-L Standard(g) psf.
Connectors in green lumber (g) designed using NDS/TP1 reduction factors. Wind loads based on both MWFRS end C&C, reactions based on MWFRS.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Calculated vertical deflection is 0.05" due to live load and 0.10" due load applied per IRC-09 section 301.5.
to total load at X = 12-0-0.
Deflection meets L/240 live and L/180 total load. Creep increase
SPECIAL LOADS factor for dead load is 2.00.
(LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15)
TC - From 78 PLF at -1.00 to 78 PLF at 9.91 Truss designed for unbalanced snow load based on Pg=30.00 psf,
TC - From 78 PLF at 9.91 to 117 PLF at 11,91 Ct=1.10, Ce=1.00, CAT II & Pf=23.10 psf.
TC - From 90 PLF at 11.91 to 90 PLF at 12.09
TC - From 117 PLF at 12.09 to 78 PLF at 14.09 3X4# 3X4$ (+) Laterally brace TC below filler with purlins at 24" OC.
IC - From 78 PLF at 14.09 to 78 PLF at 25.00 3X4 Ill 3X4111
BC - From 20 PLF at 0.00 to 20 PLF at 24.00
TC - 235 LB Conc. Load at 9.91, 14.09 \ -r
11111111111:6
4X641
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8-7-12
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5X6(B7R) si 5X6(B7R)
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2.1
Le 9-9-2 0 11-12 -1-1 1 2-2- 0413 4-3-1 i_ 5-7-14
Ii1c 24-0-0 Over 2 Supports a`
R=1531 U=277 W=5.5" R=1531 U=277 W=5.5"
RL=513/-507
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=8%(0%)/4(1) 10.03.04.060 OR/-/1/-/-/R/- Scale =.25"/Ft.
TILs-Wov,Inc 360-750-1470 "*UUIM0"TRUSSES REQUIRE EXTREME CMS IN FABRICATION. HANNLINS, SNIPPING. INSTALLING Aim BRACING. -G' - °,,,
3901 NE nth St.,Vancouver WA RNaPTER LmEE CSIIEET.(WSUI101110 C EN4IITT NIOPAEry INFOIRMYIOOOOD,11TCA L(ISIED mNw'a1 C"'TUS.PLTEAIRUTIAITUTE.EEL owe, �A4/P TC LL 30.0 PSF REF R561-- 43220
OTHERWISE INNDICA'TED MADISON,
HEHALL HAVE PROPERLYR P�ACHED PRIOR
aI OUCCTUNAI`PPFORMING 01101iS ANDD'MOTTO FUUNLESS NCTIONS.
HAVE .' T. TC DL 7.0 PSF DATE 06/15/12
A PROPERLY ATTACHE BIGIO OEILIr. 196 •P % _•�
BC DL 10.0 PSF DRW CAUSR661 12167051
"PI9PO2T191•ortme1aH A copy OF THIS DESIGN To TRE INSTALLATION CONTRACTOR. 1111 SUMMON COMPONENTS
�� ALPINE IN` PCd110q NCE MITHNOTPI;E ON FA`"`NRICSL`FOR ANY ATINS, HANDLDING, SNI PPING,FROM TiIS ST�LLING N ROUGING 7TRUSSSLURE TO ES THE TRUSS / 2 BC LL 0.0 PSF CA-ENG TSB/GUSH
MESION CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC, SY AFAPA)AIL TPI. ALPINE ,REOON
CONNECTOR PLATES ARE MADE OF 20/141160A(11.H/Sa/K)ASTM AGES GRACE 40/00(G.0/11,5/)OALV.STEEL.APPLYy,4, i_.,p TOT.LD. 47.0 PSF SEAN- 1 088
PLATES TO EACH FACE OF MUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN.POSITION PER dGSIES§1M0A-2. 4 .
ANY INSPECTION OF PLATES FOLLOWED SY(I)SHALL NE PER AWE%AS OF TP11-2002 SEC.2, A SEAL ON THIS
ITWOuildia8ComponentsGroup,Ino- DES I1cN SIRO iWT`STHEESSnPITTUILITTYY AND EUSSEEI TI RFOR MITI LOOT FIs THERETS"Pg6TI!LITVCOPOFThE OLD W.
OUR.FAC. 1.15 FROM KTC
Sacramento,CA 95828 BUILDING DESIGNER PER MSI/TPI 1 SEC. 2. RBNMw.Ie/ao/2oia SPACING 24.0" JREF- 1 UMZ561_Z15
THIS DIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED 9Y TRUSS MFR,
( 122327-PARR LUMBER WEST LINN M & D DEVELOPMENT -- 14682 SW 78TH STREET TIGARD, - T08 )
Top chord 2x4 DF-L 41&Bet.(g) 110 mph wind, 22.97 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Bot chord 2x4 DF-L ;1&Bet. anywhere In roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
Webs 2x4 DF-L Standard(g) :W2, W3 2x4 DF-L #1&Bet.(g): psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads based on both MWFRS and C&C, reactions based on MWFRS.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets 1/240 live and L/180 total load. Creep increase factor load applied per IRC-09 section 301.5,
for dead load Is 2.00.
Truss designed for unbalanced snow load based on Pg=30.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=23.10 psf.
4X6 is
A -/
2X4'\ 2X44
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10 r -1 10
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3X4= 3X5 is 3X4= `s
3X5(81)a 3X5(B1) se
L1.J L1,J
6-2-1 5-9-15 5-9-15 6-2-1
8-1-6 7-9-4 8-1-6
L. 12-0-0 _i. 12-0-0 —I
1 24-0-0 Over 2 Supports >)
R=1257 U=205 W=5.5" R=1257 U=205 W=5.5"
RL=300/-300
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave �, ��,,TRUSSES REQUIRE EXTREME CARE IN FABRICATION. ,,,,,�11p10.03.04.0•:1 -T'nr� OR/-/1/-/-/R/- Scale =.25"/Ft.
TNR-W8y Inc 360.7s0.141U REPER 8001 (BU1�Ixa „� TY INF011INTION),•PUBLISHED~LINO. SHIPPING.
TPI (TRURs PLATE INSTITUTE. 218 TC LL 30.0 PSF REF R561-- 43221
3901 NE 68ti)St.,Vancouver WA NORM LEE STREET, BUTTE 512.ALENANORIA, VA. 2RB14)418 rich(ROGO TRUSS COUNCIL aP AMERICA. 6300 ., 00INF� '
ENTERPRISE LANE.MADISON.R'1 S3/19)FOR SAFETY RL PRACTICES PRIOR TOL PANELS A THESE FUNCTIONS, UNLESS
�, 1Me7a- 4 TC DL 7.0 PSF DATE 06/15/12
OTHERWISE INDICATED TOP CHORD II1M.{.NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND GOTTNI CHORD SMALL HAVE
A PR■OS.Y ATTASNB RIGID COILING. BC DL 10.0 PSF DRW CAUSR561 12167047
••INPORTANT4"PURNISH A COPY OF THIS OMEN TO THE INSTALLATION CONTRACTOR. ITV BUILDING COMPONENTS /
0R0IP, INC.■TAU.NOT SE RESPN■IBLE POR AMY 0001511011 PROM tHHs 0051 Nl:ANY FAILNRE TD WILD ThE TRUSS
A IN COIIFORNANCE WITH TPI;ON FAARIGTINO. HANDLING,SNIPPING, INSTALLINS R BRACING of 1005305. . 1 BC LL 0.0 PSF CA-ENG TSB/GWH
DESIRE CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC,SY APAPA)NRI TPI. ALPINE .x'17��� /� ,
CONNECTOR PLATES ME■S OF 25/10/ (SHALL OE)ARTA ANUS NAGE 40/50(N.N/N,20)GAW,STEEL.APPLY TOT.LD. 47.0 PSF SEQN- 134257
PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS ISOA-Z. '
ANY INSPECTION OR PLATES FOLLOWS BY(I)SHALL OE PER ANNEX Aa OF TP11-2002 510.6. A SEAL ON THIS OUR.FAC. 1.15 FROM KTC
TfW Building Con p0 vents GEoup,Inc. 0 1�INGICATESTHA CEE1TAANCE.I it,APw nSI L EININEERINO RPE sIIBILITYOINo ILS Y FORE9 EN1,1 LICI*AIOOMENIT �O&D W.N
S■CretnCnW,CA 95828 BUILDING OESIONER PER ANSI/TPI 1 SEC.2. Rens 8/3D/201.3
SPACING 24.0" JREF- 1UMZ561_Z15
A . 0 , • - . .
THIS DM PREPARED FROM COIaUTER INPUT(LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 122327-PARR LIMNER WEST LINN M & D DEVELOPMENT -- 14682 SW 78TH STREET TIGARD, - T09 )
Top chord 2x4 DF-L #1&Bet.(g) 110 mph wind, 22.97 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Bet. anywhere in roof, CAT II, EXP B, wind TC DL=4,2 psf, wind BC DL=6.0
Webs 2x4 DF-L Standard(g) :W5 2x4 DF-L #1&Bet.(g): psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads based on both MWFRS and C&C, reactions based on MWFRS.
Calculated horizontal deflection is 0.18" due to live load and 0.22"
(a) 1x4 #3 HEM-FIR or better continuous lateral bracing to be equally due to dead load.
spaced. Attach with (2) 8d Box or Gun nails (0.113"x2.5",min.). Bracing
material to be supplied and attached at both ends to a suitable support Bottom chord checked for 10.00 psf non-concurrent bottom chord live
by erection contractor. load applied per IRC-09 section 301.5.
Calculated vertical deflection is 0.20" due to live 5X6' Deflection meets L/240 live and 1/180 total load. Creep increase
load and 0.45" due to total load at X = 17-8-4. factor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=30.00
6T
psf, Ct=1.10, Ce=1.00, CAT II & Pf=23.10 psf.
3X4/ 6X8
, #` 10-4-10
10 r- —) 10
J 6 7xs 6
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0-4-10 0-4-10
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2X411 5X8 es
3X5(81) a= 4X6(F1)s
1-0-0
1 6-1-1 s 1 5-10-15 5-8-4 1 6-3-12
6-1-1 5-8-15 141- 11-7-15
12-0-0 12-0-0
11-10-0 5-10-4 6-3-12
'd 24-0-0 Over 2 Supports
R=1265 U=200 W=5.5" R=1278 U=196 W=5.5"
RL=300/-300
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=$%(096)/4(1) 10.03.04.8 3 , OR/-/1/-/-/R/- Scale =.25"/Ft. _
Trus-Wa,Inc 360.750.1470 •IJA11NITD X31 (nESL REQUIRE FCA vT IN PANNIG�ON. HAMMING.ET SNIPPING.T�INS ,NO�MD SPACING, TC LL 30.0 PSF
3901 NE 6 th St.,Vancouver WA NORTH LEE STREET.SUITE 312,ALEXANDRIA.VA. 20314)AND ITCA(WOOD TRUSS COUNCIL 1:T1 AMERICA, A300 °iNFF '. REF R561-- 43222
ENTERPRISE LANE.MADISON.WI 637111)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS
TC DL 7.0 PSF DATE 06/15/12
OTHERWISE INDICATEDAME TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND ODTTOY CHORD SHALL HAVE 19STtfI'I
ApRaATTAOIO /
A PRNPLr R)ou DEulw BC DL 10.0 PSF DRW CAUSR661 12167049
••IlnRTAMT••PURNISN A COPY OP THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITO BUILDING COMONENTS ,
UAOIN. INC.SEMLL HOT BE RESPONSISLE FOR ANT DEVIATION FROM THIS DESIGN:ANY FAILURE TO WILD THE TRUSS
�■� ALPINE IN CGNPUS NCE NTT TPI;OR FAER/RATING.HAEOLEDS.SHIPPING.DESIGN LIEC S TrOF TRUSSES. o�IBgN15 BC LL 0.0 PSF CA-ENG TSB/GWH
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(RATIONAL SPEC, BY AFSPA)AND TPI. ALPINE
CONNECTOR PLATES ARE MADE OF 20/18/100A(W.H/SS/K)ASTM A803 WADE 40/BO OE 1/11.34)GAIN.STEEL.APPLY glAss Ro iE� TOT.LD. 47.0 PSF SEAN- 182248
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED OM THIS DESIGN,POSITION PER MRAWIIIOE TSM-2.
ANV
Y INSPECTION PLATES FOLLOWED SY(I)SHALL WE PER ANNEX AS OF TPI1-2002 SEC.S. A SEAL ON THIS ���W OUR.FAC. 1.15 FROM KTC
ITW Build*Components Group,lee. "/ `ATT CEEPT BILINF ANOFUSFIOGKAMIS INEERIENi IGgILDINB LELTNE RESPONSIRSS CYO OF Temic
Saa'amenof,CA95828 BUILDING DESIGNER PER ANSI/TPI ISEC.2. MBAHVNe/30n11113 SPACING 24.0" JREF- 1UMZ561_Z15
, .
( 122327-PARR LUMBER WEST LINN M & 0 DEVELOPMENT -- 14682 SW 78TH STREET TIGARD, - TO9A ) TNiS DWG PREPARED FRaA COMER INPUT (LOADS d DIMENSIONS) SUEYITTED 6Y 7fiU5S MFR.
Top chord 2x4 DF-L #1&Bet.(g) 110 mph wind, 22.97 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Bet. anywhere in roof, CAT I1, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
Webs 2x4 DF-L Standard(g) :W5 2x4 DF-L #1&Bet.(g); psf,
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads based on both MWFRS end C&C, reactions based on MWFRS.
Truss spaced at 24.0" OC designed to support 1-4-0 top chord
See DWGS A11030050109 & GBLLETIN0109 for more requirements. outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must
not be cut or notched.
(a) 1x4 #3 HEM-FIR or better continuous lateral bracing to be equally
spaced. Attach with (2) 8d Box or Gun nails (0.113"x2.5",min.). Bracing Bottom chord checked for 10.00 psf non-concurrent bottom chord live
material to be supplied and attached at both ends to a suitable support load applied per IRC-09 section 301,5.
by erection contractor. 5X6E
Deflection meets L/240 live and L/180 total load. Creep increase
Truss designed for unbalanced snow load based on ice, factor for dead load Is 2,00. -7-
Pg=30.00 psf, Ct=1.10, Ce=1,00, CAT II & Pf=23.10 psf.
1:, Shim all supports to solid bearing.
3X410 —1 10
s 1110
6X8 ft
e�
, 10-4-10
re
+.20-11-2
0-4-14) 41111i1JLi
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mom;
3X5(B1) a 5X8
4X6(F1)ft
1-0-01,< 14-9-2 >� 5-10-4——� 1
6-1-1
6-1-1 5-8--155 —_ 5-8-4 11-7-15 6-3-12
12-0-012-0-0
11-10-0 -lir 5-10-4 '""I' 6-3-12
24-0-0 Over 4 Supports
R=160 PLF U=37 PLF W=11-10-0 R=77 PLF U=36 PLF W=5-10-4
RL=35/-35 PLF R=147 PLF W=5-10-4 R=339 U=98 W=5.6"
Note: All Plates Are 2X4 Except As Shown.
Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=894(096)/4(1) 10.03.04.1- ;;, OR/-/1/-/-/R/- Scale =.25"/Ft.
TTLn-W Ina 360.950'1470 1.01RrT0�1 (WISH Taum900u"Iwilig10m )01/•PuiiI$1$Hw DY TPII P(TR•USS PLATE IIE TD "E TC LL 30.0 PSF REF R561-- 43223
3901 NE lb St.,Vancouver WA NORTH LEE STREET, SUITE 31E.ALENANORIA,VA, 82314)AND MICA(8000 TRuSS COWEIL OF AFRICA. 9300 ,a(;1NFF
ENTERPRISE LANE,9001009.811 03719)FOR SAFETY PRACTICES PRIOR TD PERFORNINO THESE Fu11CTI0N8, NAESS TC DL 7.0 PSF DATE 06/15/12
OTHERNISE INDICATED TOP CHORD SHALL HAVE MOULT ATTACHED STRUCTURAL PANELS AND BOTTOM CH50e SHALL HAVE 19676 PE. -
A PRIMLY ATTAINED 010111 50111W. .
••IYBRTANT••FNRNISH.COW of THIS DESIGN m THE INSTALLATION CONTRACTOR. ITS BUILDING COMPONENTS / BC DL 10.0 PSF DRW CAUSR5B1 1twos.
-.s A0 WO:il INC.SWILL 1107 0E RESPONSIBLE FOR ANY DEVIATION WON THIS 50010X;ANY FAILURE TO Bulb THE
"WS
0-.Er,''" - BC LL 0.0 PSF- CA-ENG TSWGWH
ALPINWI IN CONFDIIIPNCE 81790 TPI;OR FAORICATINE.IIANOLIIq.SNIPPING. INSTALLINu•BRACIIN OF TRIRSES. J
OES10N CONFORMS 111H APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC.BY*PAPA)AND TPI. ALPINE ORC�
CONNECTOR PLATES ARE MADE Of 20/10/1890(B,H/SS/R)ASTM A003 GRADE AO/UO(G, N/H,SS)OALV.STEEL.APPLY �p
RATES 10 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER 090011901110A-2. Q.1 * 20,1 TOT.LD. 47.0 PSF SEQN- 18225 3
ANY 1NSPPOTION OF PLATES FOLLOWED BY(I)SHALL BE PER AIME A3 oF TPI1-3002 SEC.2. A SEAL ON THIS
ITR Bolding Compncols C,roup,Iac. ,� CATER A SUEZ?*0(0 O APHOFOI LILSSINE TRE INBU LDDINOOILa Y F IS1PaaTRU iliv°Yo"n"RT �O& w.V' OUR.FAC. 1.15 FROM ICTC
SaaaDDeato CA 95828 eu1LD19G 005I0FR PER AasvTPI 1 SEC. 2. Rum Aton01' SPACING 24.0" JRE F- 1 UYIZ5 61_Z 15
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