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v r_ Customer:FISH CONSTRUCTION •,•••
o > W Owner:
m -4 Plan:2371
N OZ Salesman:Greg Martin <4r;!".;"--;-,1,..! A!!;;;,,,,,,,,,„ (360)7604470 Vancouver
P Project:PLAN 2371 ELEVATION ONE (603)2864616 Portland
(360)760.1493 Fax
` RUS-WQY1-077-TRUSWAY Toe Free
Service-quality-Integrity 3901 NE 68th Street
'The Builders Choice" Vancouver,WA 98331
ITW Building Components Group, Inc.
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116
Page 1 of 1 Document ID:1TJFS561-21203075740
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Truss Fabricator: Trus-Nay, Inc
Job Identification: 113765-FISH CONSTRUCTION PLAN 2371 ELEVATION ONE -- PORTLAND, OR
Model Code: IN -t
Truss Criteria: 1 RC2009/TP I-2007(STD)
Engineering Software: Alpine proprietary truss analysis software. Version 10.03.
Truss Design Loads: ROof - 42 PSF 9 1.15 Duration
Floor - N/A
Wind - 110 MPH (ASCE 7-05-Closed)
Notes:
1. Determination as to the suitability of these truss components for the Garold W_Heal
structure is the responsibilityofthe building designer/engineer of Oregon 19575 PE
2. �scsKoinaon aatiac:ieSndA41/ s� /fie drawing number is preceded by: CAUSRS61 ,
Details: A1103005-OBLLETIN-
Submitted by GRH 07:57:22 10-03-2011 Reviewer: TSB
$ $
# Ref Description Drawing# Date
1 44382--T01 11276028 10/03/11
2 44383--T02 11276029 10/03/11
3 44384--T03 11276030 10/03/11
4 44385--T04 11276031 10/03/11
5 44386--T05 11276032 10/03/11
6 44387--T06 11276033 10/03/11
7 44388--T07 11276034 10/03/11
8 44389--T08 11276035 10/03/11 ,
9 44390--T09 11276036 10/03/11
10 44391--T10 11276045 10/03/11
11 44392--J02 11276037 10/03/11
12 44393--302 11276038 10/03/11
13 44394--J02 11276039 10/03/11
14 44395--J04 11276040 10/03/11
15 44396--J06 11276041 10/03/11
16 44400—W0211276042 10/03/11
17 44401--S304 11276043 10/03/11
18 44402--SJO6 11276044 10/03/11
• • ••• •
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A
1 Z I F T E 1
1 t 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR,
(113765-FISH CONSTRUCTION PLAN 2371 ELEVATION ONE --'PORTLAND, OR - TO1)
Top chord 2x4 DF-L #1&Bet.(g) 110 mph wind, 21.55 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, Member design based on both MWFRS and C&C, wind reactions based on
MWFRS.
Truss spaced at 24,0" OC designed to support 1-4-0 top chord outlookers. See DWGS A11030050109 & GBLLETIN0109 for more requirements.
Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or
notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/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=25.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=19.25 psf.
3X5\•
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R=127 PLF U=25 PLF W=12-0-0 R=127 PLF U=25 PLF W=12-0-0 0.0' •
RL=22/-22 PLF • •
• • •
Note: A11 Plates Are 2X4 Except As Shown. ••'0 •
• • • •• •
Design Crit: IRC2009/TPI-2007(STD) •• • • • •
PLT TYP. Wave FT/RT=8%(0%)/4(1) 10.03.04. 00
Trus-Way,Inc 360-750-1470 "`WARMIW6'"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING, !� OR/-/1/-/-/R/ • SCa 1�•�;31 25"/Ft. •
3901 NE 68th St.,Vancouver WA NORTN LEE STREET(65UITE6312,RR.EXANORIAI VA, 22314)IAND NTCA6(BODDD TRUS51 COUNCIL POFTEAMERICA,TE 6300 Al
aGIN Ss/ TC LL 25.0 P F • •
ENTERPRISE LANE, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS C7 �� 0 •P•,��•a•REF 1-- 44382
OTHERWISE. INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SWILL.HAVE it 19575 P 1.
r TC DL 7.0•FiJr••'DATE 100/03/1 1•••I.
A P PRMLY ATIRCNED MINIM CEILIaO,
•
•
4.IMPORTANT“FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ITR BUILDING COMPONENTS I /
BC DL 10,0 P9I •:DRW Q(BSitSst 11276028••.•
mow CROUP, INC. SHALL NOT RF.”RESPORSIBL.E.FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE 10 BUILDTHE TRUSS /� •
ALPINE IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING A BRACING OF TRUSSES. Y i I BC LL O.Q t >r ' CA-ENG TS8/GRH •
DESIGN CONFORMS MITA APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC, BY ATAPA)AND TPI, ALPINE 1
CONNECTOR PLATES ARE MADE OF 20/18/16GA(N,H/SS/K) ASTM A653 GRADE 40/60 (N, K/H,SS)GALV, STEEL.APPLY �r y0 • • •
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160H Z. � 1 Ao '1,4 `PN, TOT.LD. 42.0 PSF SEAN• 141119 •••0 0•
ANY INSPECTION OF PLATES FOLLONED BY(I) SHALL BE PER ANNEX A3 OF TPI1_2OO2 SEC,3. A SEAL ON THIS1T',TT I V
ITR Building Sacra Sacramento,
9582Group,Inc, SI NG ONNOHCATESTHACSUITABILITYAPDE FUSEIGE'THISOCONPONENT6FIN ANY6BUI DING ISL THE RESPONSIBSLITCYDMOF THE `MI/3 N OUR.FAC. 1.15 FROM KTC
Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. Renewai6/3O/zoi3
SPACING 24.0" JREF- 1UFS561 Z12
I a
I ( 1 C f
1 ( t
(113765-FISH CONSTRUCTION PLAN 2371 ELEVATION ONE --(PORTLAND, OR - T02) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 DF-L #1&Bet.(g) 110 mph wind, 21.55 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. Member design based on both MWFRS and C&C, wind 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.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1,10,
Ce=1.00, CAT II & Pf=19.25 psf.
4X6=
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=1101 U=198 W=5.5" R=1101.01 i W=5.5"•• • ••••1 •
RL=187/-187
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• • . •• •
Design Crit: IRC2009/TPI-2007(STD) " ' ' ' •
PLT TYP. Wave • •• • •
FT/RT=8%(0%)/4(1) 10.03.04.0;,rrr;t;� OR/-/1/-/-/R7_. • Scale•%•8125"/Ft•. �•
Trus-Way,Inc 360-750-1470 "WAIBIIN6`•TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO 3901 NE 68th SL,Vancouver WA
NOUN LEEBCSI STREET, SOITEN312,AALEKANORNENT IFETY A, GA,N223314)IAND NTCA�(N000 TRUSSISHED BY ( COUNCIL PUI' AMERICAA, 6300 s5��Nd1N FF SS•EREF R96 1- 44383
TC LL 25.0 PSF •_ ••
OTHERWISEE INDICATED TOPNCHIYIO SHALL 9RAVE) RSAFETY PRACTICES PRIOR TO PROPE.RLY ATTACHED STRIICfURAI.EPANNELSNANDHESE 8031101 CHHORDSSHALUNLESS
HAVE' LU 19575 P TC DL 7.0 3F •DATE 410/03/14
p •
A PROPERLY ATTACMEW RIO1.CEILING. � •'• ••
'"IMPORTANT•"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BUILDING COMPONENTS / ( BC DL 10.O.IaSI.N.DRW (�14fl�R5e?11276029••s•
GROUP, INC. SINI.1.NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE 10 BUILD THE TRUSS
ALPINE IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SRI PPING, INSTALLING 8 BRACING OF TRRUSSES. OR'`N BC LL 0.0 PS?' CA-EIC, TS8/GWH * '
DESIGN CONFORMS WITH APPLICABLE PROVISIONS or NOS(NATIONAL DESIGN SPEC, BY AFAPA)AND TPI. ALPINE
CONNECTOR PLATES ARE MADE OF 20/16/16GA(N,H/SS/K) ASTM A653 GRADE 40/60(N, K/H,SS)GALV. STEEL. APPLY �IqA. • •• ••
ANY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. C "�,5♦ �, TOT.LD. 42.0 PSF SEQN 441115 • •
OtAWINGPoI NDICATES CTION OF PACCEPTANCE OTES F PROFESS(ONALSHALL
ENGINEER NGANNEX
RESPoIMS IBTLITY�SOLELY2 3FOR TI/E TRUSSSEAL
CO PONENi �RDLD W.H�P1.15 "''
!TW Bedding Components Groep,lnc. DESIGN SNDES THE SUITABILITY AND OSE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE DUR.FAC. FROM KTC
Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 sec. 2. Renewals/36/2013
SPACING 24,011 JREF- 1UFS561_Z12
t (
1 (
I I
t L THIS DY(G PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(113765-FISH CONSTRUCTION PLAN 2371 ELEVATIOSV ONE --' PORTLAND, OR - T03)
Top chord 2x4 DF-L #1&Bet.(g) 110 mph wind, 21.55 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(9) psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors, Member design based on both MWFRS and C&C, wind reactions based on
MWFRS.
Truss spaced at 24.0" OC designed to support 1-4-0 top chord outlookers. See DWGS A11030050109 & GBLLETIN0109 for more requirements.
Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or
notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/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=25.00 psf,
(*) Provide lateral bracing for inset member. Attach nailer Ct=1.10, Ce=1.00, CAT II & Pf=19.25 psf,
at edge of lower roof diaphragm, or use purlins at 24" oc. 3X5
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2X4(A1)= 4X8
3X6= 3X6(B1)
129-9
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13-9-15 4-9-10 5-4-7
13-9-1 10-2-15
12-0-0 12-0-0 •••• • •
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R=408 PLF U=90 PLF W=4-0-0 • • ••• 8
R=12 042 W=S.t"" •
RL=65/-65 PLF 044004•
• • •
Note: All Plates Are 2X4 Except As Shown. 0000
• • • •• •
Design Crit: IRC2009/TPI-2007(STD) •• • • • • ••"'•
PLT TYP. Wave • •• • •
FT/RT=8%(0%)/4(1) 10.03.04.0.0 .r.` OR/-/1/-/-/RP-';". Sca l e•ww(3125"/i-t. •.
Trus-Way,Inc 360-750-1470 'l ARNTONBC51 TRUSSES
REQUIRE
EXTREME
CARE
IN NFFABRICATION,
BRI TI N,PURL SHE BY TPI SHIPPING,
(G,55 INSTALLING
ALLIG AND BRACING.
AC 2. ,e1c s TC LL 25,0 p�r
3901 NE 68th St.,Vancouver WA NORTH LEE STREET, SUITE 312, ALEX NO IA, VA, 22314)ANO NTCA(MOOD TR SS COUNCIL OF AMERICA, 8300
N. GIN • • REF •R561-� 44384 ••
ENTERPRISE LANE, MADISON, WI 63118) FOR SAFETY PRACTICES PRIOR TO PERFORATING THESE FUNCTIONS. UNLESS ��' �Z TC DL 7.0 PSF •DATE 10/03/1J
RM
OTHEISE. INDICATED TOP CHORD SHALL HAVE:PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE'. 19575''E
A PROPEM.Y ATTACIEB 81818 CEILINB. , •• ••
•"IMPORTANT""FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS BC DL 10. •o.e§�..DRw ti•AiIBRSii 11276030•^•
GROUP, INC. SHAT.(.NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE 10 SUMO THE TRUSS'
immiv ALPINE _ IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING&BRACING OF TRUSSES,
-�: BC LL 0.0�PSF• C Et�i`' T /GWH •
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OP NOS(NATIONAL DESIGN SPEC, BY AFAPA)AND TPI. ALPINE O' •T • +i "7F,�,
CONNECTOR PLATES ARE MADE OF 2X/1B/IPDA(W,H/SS/K)ASTM ABS3 GRADE 40/00(W, K/H,SS)GALO. STEEL. APPLY �,1 py TOT.LD. 42.0 PSF SE IA I
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 100A-2. "^L jO,1t7°- QN'0 •• 1 29 :�`_••
ANY INSPECTION OF PLATES FOLLOW()BY(I) SHALL BE PER ANNEX AD OF TPI1-2002 SEC.3. A SEAL ON THIS C444::::°'
Q/tl ..L�P' .
11W Building Components Group,Inc. AW ND CATESTHACCEPTABILITY ANDFUSSSIOFATHISGINEERING RESP WV OUILUING LELTHERES E TRUiLIT O HENT OLO w ` OUR.FAC. 1.15 FROM KTC +
Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. ABOBWel6/30/2013
SPACING 24.0" JREF- 1UFS561_Z12
N A
( 1 r 4 t
(1137 i 65-FISH PLAN 2371 ELEVATIDN ONE --1 PORTLAND, OR - T04) 4 1 )
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 DF-L #1&Bet.(g)
Bot chord 2x4 DF-L #1&Bet.( 110 mph wind, 20.97 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Webs 2x4 DF-L Standard�g) anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6,0
psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors.
Member design based on both MWFRS and C&C, wind reactions based on
MWFRS.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-09 section 301.5. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1,10,
Ce=1,00, CAT II & Pf=19.25 psf.
4X4=
r \
2X4 '�
/ 2X41%--
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6-2-2
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10-0-0 >< _I_ 5-2-15
10-0-0 10-0-0
10-0-0 ••••e
.••• . •
• +
20-0-0 Over 2 Supports I ••••
R=928 U=160 W=5.5" •••• • •
RL=159/-159 R=92.6U�1 • ••• •
Q AQ W=S,S'••• •
• • •
•••• •+
PLT TYP. Wave Design Crit: IRC2009/TPI-2007(STD) •
• •• • •• ••
FT/RT_ •• • •• • • •••• E•
Trus-Way,inc 360-750-1470 "•RAm1I110••TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. 4(') BRACING10.03.04.0. .•ORS • •• • -Vancouver COMPONENT SAFETY INFORMATION). IllINSTALLINGIAND218
Scale.-
NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314)AND RICA(WOOD TRUSS COUNCIL OF AMERICA, 6300 ,,5 �G tN.cF �� •e�,+��,,�•R�7 5"/Ft.
ENTERPRISE LANE, MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS S' TC LL 25,0•P3P 6 REF tri741-« 44385 P•
OTHERWISE. INDICATED TOP CHORD SHALL.HAVE PROPERLY ATTACHED SIRUCTIINA,PANELS AND BOTTOM CHORD SIML.1.HAVE 19575 PER TC DL 7.0•F� •DATE M0/03/11••• •
A PROPERLY LANE,arromo RIBNCEIEIRC.
••IMPORTANT•*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ITA BUILDING COMPONENTS a BC DL •• ••
my GROUP, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSS 1 O.O•P• ••+DRW •••O•
PINE IN CONFORMANCE WITH TPI; ORFABRICATING, HANDLING, SHIPPING, INSTALLING A BRACING OF TRUSSES, ff •�,,,,,, �NSPitiu 11276031
DESIGN CONFORMSR!ANCEWITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AFBPA)AND TPIUSS ALPINE • i e dtT•;� /`� BC LL 0.0 RISE•••CA-ENG TSB/1 23 *••
CONNECTOR PLATES ARE MADE OF 2O/1B/16GA(W,H/5S/K)ASTM A653 GRADE 40/60(W, N/H,SS)GALV, STEEL, APPLY (1�
ANY PLATES TO EACH FACE OFETRUSS
FOLLONED BUNLESS
SHAILLL WIISVELOCATED
ANNEEXX ON THIS TPDI)--2002 POSITION PER DA SENGSON IRIS �'QKik
ITWBuildingComponentNcroup,Inc, z0,� �, TOT LO 42,0 PSF FROM `ilh••�a�123 • •
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT RpLO 1N Nip'
Sacramento,CA 95828 DESIGN SHOW. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE DUR.FAC. 1.1 5 ••••
BUILDING RESIGNER PER ANSI/TPI 1 SEC, 2. FROM KTC
Renew816/30/2013 SPACING 24.0"
JREF- 1UFS561_Z12
•
( T t
4,
I �'
( T •. i t
( THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(113765-FISH CONSTRUCTION PLAN 2371 ELEVATION ONE PORTLAND, OR - TO5)
Top chord 2x4 DF-L #1&Bet.(g) 110 mph wind, 20.97 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
Webs 2x4 DF-L Standard(g) psfpsf, wind BC DL=6.0
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Member design based on both MWFRS and C&C, wind reactions based on
MWFRS.
Truss spaced at 24.0" OC designed to support 1-4-0 top chord outlookers. See DWGS A11030050109 & GBLLETIN0109 for more requirements.
Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or
notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/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=25.00 psf,
(*) Provide lateral bracing for inset member. Attach nailer Ct=1.10, Ce=1.00, CAT II & Pf=19.25 psf.
at edge of lower roof diaphragm, or use purlins at 24" oc. 3X5
I
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1:
7 �/ �� 7 6-2-2
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2X4 Al = =3X43X5 ---
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u-0-°J
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12-9-1 7-2-15
10-0-0 10-0-0
,.,.
Fc 20-0-0 Over 2 Supports ••••t4 ••••
•
•
R=244 PLF U=54 PLF W=6-0-0 •••• • •
RL=37/-37 PLF R=951•Ws14 W=S.G::: •
• • .
ote: All Plates Are 2X4 Except As Shown. , . •
fp... .
Design Crit: IRC2009/TPI-2007(STD) • • •• ••• •
•
PLT TYP. Wave FT/RT=8%(0%)/4(1) 10.03.04.0•' �• • • �•••
TrUS-Wny',IHC 3(i0-750-1470 "WAR'IAa`•TRUSSES REQUIRE EXTREME CARE IN FAORICAiION, HANDLING. SHIPPING. INSTALLING ANO BRACING. N �� OR/-/1/-/-/R/...• Scale =.37 5"/Ft, ••
3901 NE 68th St..Vancouver WA NORTH LEE STREET, SUITTDEB312 ALE4INORIA,TVA!N22314)IAND WTCAB(WOODD TRUSSI COUNCIL POFTEAMERICA,TE 8300 OCM1N 1. TC LL 25.V •• REF •R 61�- 44386 •
ENTERPRISE LANE, MADISON, RI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS C ,/ c
OTHERWISE. INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND B0TTOM CHORD SHA(.1..HAVE , r TC DL 7.O ('�: DATE .10/03/11
HE PROPERLY ATTACHED TOPR1010C CEILING.7351119575 f/
*•111PORTARTo•FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BUILDING COMPONENTS BC DL 10.V t5�� DRW tAU$R�1 11276Q'�„•
Mow GROUP. INC. SHALL NOT BE RESPONSIBLE FOR NIT DEVIATION FROM MIS DESIGN;ANY FAILURE 10 BUILD THE TRUSS /y
ALPINE _ IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING N BRACING OF TRUSSES. I ct 1 1 BC LL 0.a • CA-ENG TSB/GWR
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC, BY AFAPA)ANO TPI. ALPINE OREGON r PSF. •
CONNECTOR PLATES ARE MADE OF 20/10/10GA(W,H/SS/K)ASTM A653 GRADE 40/00(W, K/H,SS)GOLV. STEEL. APPLY �p
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2, 01 �k 2%1995 Qy TOT.LD. 42.0 PSF SEQN� 1141 1 49 -
ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3, A SEAL ON THIS •
IT1VBaildingComponentsGroup,Inc. DRAWINGI�CATESTHACCE TANCE OF ANO ESEIOFAL MIS COMPONENT SOLELY EYHE RETUENTRUISICOMPONENT i0LL)W. OUR.FAC. 1.15 FROM KTC •
Sacramento,CA 95828 41004
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2.
ReRewaI G/3o/Eo13 SPACING 24.0" JREF- 1UFS561_Z12
4
4 1
5 ' t 4
' 4 T
(113765-FISH CONSTRUCTION PLAN 2371 ELEVATION ONE -! PORTLAND, OR - T06) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 DF-L #1&Bet.(g 110 mph wind, 20.09 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Bet.( '
Webs 2x4 DF-L Standard(g)
anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Member design based on both MWFRS and C&C, wind reactions based on
MWFRS.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-09 section 301.5. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10,
Ce=1.00, CAT II & Pf=19.25 psf.
6X6=
/Ti1 \,
/\/ 4-5-2
//--
_,..-----
..----
...„...-
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te `��
0-4-2
\/' 0-L2
5X6= q 18-0-0
2X4(A1) = \
2X4(A1)
1.7-0-0 slc 7-0-0
L 7-0-0 ,I, 7-0-0 �I
J • •
k 14-0-0 Over 2 Supports •
>I� ••••
' •
•••• • •
RL=117/-117 R=670 U=109 yV=5.y' •'• ••
R=670 U=109 W=5.5"
•
• • • • •
•
Design Crit: IRC2009/TPI-2007(STD) •••.• •
PLT TYP. Wave • • • •• •
FT/RT=8%(0%)/4(1) 10.03.04.0 •• • ••• • •
TTus-Wa(yy,Inc 360-750-147(1 '•E•umn Nay•TRUSSES RE IRE EXTRENE CARE in FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING, n OR/ /-/-/R�..,. Scale • 5"/Ft.••• ••••
3901 NE 68th St..Vancouver WA REFER TO BSTREET, SUITES COMPONENT RIAETY VA, 2231ATITN), PUBLISHED BY TSL
NORTH LEE SUITE 312, ALEXANDRIA, 22314)ANO WTCA(W000 TRUSS COUNCIL POFTEAMERICA,TE 6300 `G,,(�G G i N . TC LL 25.OI •• REF • 561 - •
ENTERPRISE LANE, MADISON, WI 53718) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS ui �� R• 44387
OTHERWISE INDICATED TOP CHORD SHAL.1.HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL.HAVE •
A PRMPEI0 ATTACHED MINIM CERAM.SHA. 4/ 19575 P 'P rr TC DL 7.0'4 DATE .10/03/11
lowCO•.IAPOWTANT•LL•fURN15H A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ITW BUILDING COMPONENTS / BC DL 10.ti P-Sr•M DRW CAUSR961 11276Q�'„•
ALPINE IN LCONFLORMANCEAWITHOTPIAF,. OR FABRICATING, IANDLINIATSHIPPING, INSTALLING AION FROM IRIS DESIGN ABNY RACINGIORE F 10 BUILD THE TRUSS
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AFAPA)AND TPI, ALPINETEI ••' 1 BC LL 0.a fa.• CA-ENG TSB/GWH
NNECTOR PLATES ARE MADE OF 20/1B/1BGA 01,1.1/55/1()ASTM 0653 GRADE 40/60(W, M/H,SS)GALT, STEEL, APPLY ' •
ANY PLATES INSPECTION OFCH CE OF PLATESRUSS AND,FOLLOWED BYN(I)SHAL
L BE PER ANNEXA3OF ON THIS
TP11-200002 SECSEPOSITION PER OAASEALSON THISy TOT,LD. 42.0 PSF SEQN•'•• 141133 •
ITW Building Components Group,Inc. G1 20,19°5
DRAWING INDICATES ACCEPTgGE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR 1111 TRUSS COMPONENT �RoLD v NSP DUR.FAC. 1.15 • •• •••,••
Sacramento,CA 95828 O[SIC4Y THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THEFROM KTC
BUILDING RESIGNER PER ANSI/TPI 1 SEC. 2.
Renewal•/3a/x(113 SPACING 24.0" JREF- 1UFS561_Z12
' :DIMENSIONS)
A ) ( j ,.
(11765-FISH CONSTRUCTION PLAN 2371 ELEVATION ONE -' PORTLAND, OR - T07) 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 DF-L #1&Bet.(g) 110 mph wind, 20.09 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. Member design based on both MWFRS and C&C, wind reactions based on
MWFRS.
Truss spaced at 24.0" OC designed to support 1-4-0 top chord outlookers. See DWGS A11030050109 & GBLLETIN0109 for more requirements.
Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or
notched.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/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=25.00 psf,
(*) Provide lateral bracing for inset member. Attach nailer Ct=1,10, Ce=1.00, CAT II & Pf=19.25 psf,
at edge of lower roof diaphragm, or use purlins at 24" oc. 3X5
,/'''.11 3X4
_____:::,,---- ---,2::::::.,,,,,,,,,,
j/ r% 17 4-5-2
0-4-2 o m U a
0-4-2 -
0-0
3X5--
2X4(A1) = �'�
L1 D o>j 2X4(A1)
8-6-15 5-5-1 _I
5-5-15
L- 7-0-0 ,I_ 7-0-0 J
•••• • •
•14-0-0 Over 2 Supports 11••••• ••••••
• •
=284 PLF U=82 PLF W=3-6-0 •••• • •
RL=47/-47 PLF R=716 U=18=�lyi5 4. ••• •
•
Note: All Plates Are 2X4 Except As Shown. • • • •
•
Design Crit: IRC2009/TPI-2007(STD) ••••• •
PLT TYP. Wave / • • •• ••• •
FT/RT=8% 0% /41`1 •• • • • • •
Trus•Wa(y',Inc 360-750.1470 •1RARNIaa••TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOLIND, SH(PING)INSTALLING AND BRACING. + -.nrfi OR/-/1/-/-/R(s.•. Scale =•.•5"/Ft...•..•
390!NE 66th St..Vancouver WA REFER TO SCSI (BUILDING COMW ONENT SAFETY INFORMATION), PURE ISHED BY TPI (TRUSS PLATE INSTITUTE, 218 �`4. `SSS TC LL 25,Q
NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314)AND RICA(0130 TRUSS COUNCIL OF AMERICA, 0300 /w\� G IN •• REF ••�t�61•- 44388 ••
ENTERPRISE LANE, MADISON, WI 53)16) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS y F� 0 •(�
OTHERWISERORINDICATED ROP CHORDI SINA(.1_HAVE PROPERLY ATTACHED STRUCTUNAI.PANELS AND BOTTOM CHORD SHALT.HAVE 19575 PES <, T" DL 7.0,4:1%4': DATE •10/03/11...••••
A PROPERLY RTICA TED RIME CEILING.
INP011TANT�'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. TTM BUILDING COMPONENTS / BC DL 10.Q 1pS1:• DRW CAUSRfi61 112761 4••.
GROUP. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN:ANY FAILURE:TO BUILD THE TRUSS _
_ IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING A BRACING OF TRUSSES, tF d- BC LL 0.a PSF 11
CA-ENG TSB/GWH •
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC, BY AFAPA)AND TPI, ALPINE OR Y�•
CONNECTOR RATES ARE MADE OF 20/18/16GA(N,H/SS/K)ASTY ASS)GRADE 40/60(N, K/H,SS)GALO. STEEL. APPLY ^^ 4144
•••• •
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHEBE
LOCATED ON THIS RESIGN, POSITION PER DRAWINGS NTHIS. Y' -�^L 2011 N, TOT.LD, 42.0 PSF SEQI�-•• '�41 1 41 •
ANY INSPECTION OF PLATES FOLLOWED BY(I) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC,3, A SEAL ON THIS N/i1 ,S(FQ'
11W Building Components Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TIME TRUSS COMPONENT 17 N
Sacramento,CA 95828 DESIGN SHORN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE L�v► DUR.FAC. 1.15 FROM KTC ••••••
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. RWBBW16/30/2013
SPACING 24.011 JREF- 1UFS561_212
414
( L 8 T Y A I
P S [,
7
(11365-FISH CONSTRUCTION PLAN 2371 ELEVAT101V ONE - PORTLAND, OR - 708) N THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 DF-L #1&Bet.(g) 110 mph wind, 19.58 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. Member design based on both MWFRS and C&C, wind reactions based on
MWFRS.
Truss spaced at 24.0" OC designed to support 1-4-0 top chord outlookers. See DWGS A11030050109 & GBLLETIN0109 for more requirements.
Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or
notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/240 live and L/180 total load. Creep load applied per IRC-09 section 301.5.
increase factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf,
Ct=1,10, Ce=1,00, CAT II & Pf=19.25 psf.
3X5=
/'i \_
7 I / / �\� 17 3-4-14
/r� �~
0-4-2
/% 0-4-2
r// �� 1 " 18-0-0
II 2X4(A1) = /
3X5= 2X4(A1)
1 I Lc 1 D.1
L_ 5-3-0 _I. 5-3-0 J ••••.
•.•• • •
10-6-0 Over Continuous Support ' '•"
>+ •
••••' •
• ••••i•
•
R=125 PLF U=56 PLF W=10-6-0 ••.• •
RL=12/-12 PLF • .• •••
•••• •
Note: All Plates Are 2X4 Except As Shown. ' • "•"•
• • •
•••• e
Design Crit: IRC2009/TPI-2007(STD) • • . •• •
PLT TYP. Wave FT/RT=B% 0% /4 1 •• • • • •
Trus-Way,Inc 360-750-1470 "WARNING.•TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLINGAND BRACING10.03.04.06!�.�rTy` OR/-/1/-/-/R/•i••. •S(are =,�11/Ft...'. •
3901 NE 68th St..Vancouver WA REFER TO BCSI (BUILDING GON ONENT SAFETY INFOLMATION), PORLISHED BY 7P1 (TRUSS PLATE INSTITUTE. 218 CO V� p c
NORTH LEE STREET. SUITE 312. AL0000ORIH. VA, 22314)AND NTCA(WORD TRUSS COUNCIL OF AMERICA, 8300 !-` ' y N'; 'IS> TC LL 25.0••4+.'REF •• 61 io • 44389 •
ENTERPRISE LANE, MADISON, WI 53710) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS if ..1957 OTHERWISE RL IATIACTED TOP CHORD SNALI.HAVE PROPERLY ATTACHED 51RlICTlIRA1.PANELS AND BOTTOM CHORD SHALL HAVE. • , TC DL 7.0•PRf• DATE 00/03/11.„, .
A HERWISE ATTACHED RIGID ORD HA. 195,7-P-
INPGRTANT•"'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. LTM BUILDING COMPONENTS BC DL 10.0'5,1-' DRW �rlt)S.- - 11276, ••, •
umEr CROUP, INC. SHALT.NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE 70 BUILD SHE TRUSS y----F•�.�•.� _
ALPINE _ IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING H BRACING OF TRUSSES, E ct • ' 1 BC LL 0.0•PSF •CA-EMG TSB/GWH
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AFAPA)AND TPI. ALPINE OREGON •••• *10
CONNECTOR PLATES ARE MADE OF 20/18/1OGA(R,H/SS/K) ASTM A653 GRADE 40/80 (8, K/H,SS)GAIN. STEEL. APPLY _.p, 42.0 (� /� •
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. 1W/k 1995 py TOT.LD. PSF SEQN*'! 1.40137
ANY INSPECTION OF PLATES FOLLOWED BY(I) SHALL BE PER ANNEX A3 OF TPI 1_2002 SEC.3. A SEAL ON 1H I$
iTW Building Components Group,Inc. aSM ISHONRDNI CATES7HAC$UITARILITY ANDFUSEIATNISGCpAPONENTRESPONSIBILITY
BUILDING SLTfiERETHE SPON$RB TRUSS
THE R�LO W.N� OUR.FAC. 1.15 ••••
Sacramento,CA 95828
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. FROM• KTC • •
Renewals/30/2013 SPACING 24.0" JREF- 1 UFS561_Z12
4 A
1 E / i 4
1
1 1
(113765-FISH/CONSTRUCTION PLAN 2371 ELEVATION ONE - PORTLAND, OR - TO9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
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 in green lumber (g) designed using NDS/TPI reduction factors. psf.
Member design based on both MWFRS and C&C, wind reactions based on
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load MWFRS.
applied per IRC-09 section 301.5. Deflection meets L/240 live and L/180 total load. Creep increase
Unbalanced snow loads have not been considered. factor for dead load is 2.00.
--:"} t 11-4-10
,,% R=110 U=34
/ji�
7
�.�� / 2-8-2
/ //
/�
4 ///
0-4-2
//
R=71
x1+9. -0-0
4
2X4(A1)-
1-<--1-0-0-->i
-5-141
X4(A1)1-<--1-0-0-->i
5-141 3-6-2 •••• • •
4-0-0 Over 3 Supports • • • ••••41
• ••••G•
R=256 U=12 W=5.5" •••• • •
• •
RL=67/-27 •••
•••• •
• • •
Design Crit: IRC2009/TPI-2007(STD) ••••• •
PLT TYP. Wave • • • •• •
FT/RT=8%(0%)/4(1) 10.03.04.06. OR/-/1/-/-/R/�• • • .• • • •
Trus-Way,Inc 360-750-147(1 ""WAm11N•••TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING, ��• Oh ••• Scare lL .95"/Ft
3901 NE 68111.St..Vancouver WA REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION IDN), PUBLISHED BY TPI t • �• w •• ••
NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314)AND RICA(WOOD TRUSS COUNCIL POFTEAMERICAA, 6300 go 19521 75
G IN FA ss'i4 TC LL 25.0•�7�••REF •1(�q�,.- 44390 •
ENTERPRISE LANE, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS
OTHERWISE. INDICA 1'ED TOP CHORD$HAL1.HAVE PROPERLY AIEACNED STRUCTURAL PANELS AND BOTTOM CHORD SHALT.HAVE r TC DL 7.a D�f••DATE •• 1 0/03/1 1 +
A PAO►ENLT ATTACNEG NI010 CEILING. 19S7S P
""IMPORTANT"'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS '� BC DL DRW r,AusR551 112761,40.•.•
No
ALPINE IROI , I .CONFORMANCEALL NOTPB OR RESPONSIOLEEOOR HANDLIANY NGON FRNGOTI,THIS
STDESIGN ABRACNY
10 BUILD
THE TRUSS I�
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AFAPA)AND TPI. ALPINE GREGOct 03 1 BC LL 0.0•SSI' :CA—Ef��YSrB•/GW1T *•
CONNECTOR PLATES ARE MADE OF 20/16/1600(W,H/SS/K) ASTM A653 GRADE 40/60 (W, K/H,SS)SALV, STEEL, APPLY OREGO_�Np, •S.•• •
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. C `SAL p,1yv- TOT.LD. 42.0 PSF SEQN;•• 1 WI 1 51
ANY INSPECTION OF PLATES FOLLOWED BY(I) SHALL BE PER ANNEX A3 OF TPI1_2002 SEC.3. A SEAL ON THIS
1TW Building Components Group,Inc, DRAWING INDICATES NWTHACCEPTANCE SUITABILITY ANDL THIS RESPONSIBILITY
ANY ELYHFORETHENTRU SITCOMO NENE
Sacramento,CA95828 �R�tD W.��A DUR.FAC. 1.15 FROM+ K1•Gt II •
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. ••••
Renewal M/30/2l l3 SPACING 24.0" JREF- 1UFS561_Z12
1 ' ) ' ' e4 P
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BYITRUSS MFR.1
(113765-FISH CONSTRUCTION PLAN 2371 ELEVATION ONE -2 PORTLAND, OR - T10)
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 in green lumber (g) designed using NDS/TPI reduction factors. psf.
Member design based on both MWFRS and C&C, wind reactions based on •
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load MWFRS.
applied per IRC-09 section 301.5. Deflection meets L/240 live and L/180 total load. Creep increase
Unbalanced snow loads have not been considered. factor for dead load is 2.00.
7
I
11
4R=�14 Rw=13 U=17 0-11-2
0-4-2 /
I �� / �iR +9 0-0 16
�/ MEI
i
2X4(A1)
••• A
•••• . •
• • • ••••4
1-0-0 Over 3 Supports ••••
••.••
4•
•••• •• •
• • ••• e
R=167 U=24 W=5.5" •... .
' • .•.•4•
RL=26 R=13 U=3 . . S
• • • ••
Design Crit: IRC2009/TPI-2007(STD)
•• • •
•
PLT TYP. Wave • ••• •
FT/RT.8%(0%)/4(1) 10.03.03.0 a OR/-/1/-/-/R4.:..• Scale"_,"1''/Ft. •
•• ••
Trus-Way,Inc 360-750-147() "MIMING."TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANO BRACING. 4t• •F ' Y�c C•6
3901 NE 68th St.,Vancouver WA NOgTN LEE STREET(BSUIOTEN312, ALEXANDRIA. VA, 22314)COMPONENT SAFETY INFORMATION).
ANO 9TCA�MOO TRUSSISHED BY I COUNCIL PLATE
AMERICA,INSTITUTE.
6300 �`. GIN4., . TC LL 25.Q`IpF.• REF At �- 44391
OTHERWISE TOPCHORDSHAL.I.9HAVE) RSAFETY PROPERI.YPAITACNF.0 SCTICES RRUCURAl.IOR TO EPANELSNAND BOTTOM CHHORDTHESE SSW(L I.UNLESSHAVE • •
A
ENTERPRISE
LANE, MADISON,MIN CEILINGWI .
X19575 P 4C DL 7.0'PS1r• DATE. 10/03/11
4
••IMPORTAMT••FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BUILDING COMPONENTS414BC DL 10.Q pS�'•. DRW �Au's�5s3 11276045
ALPINE INC. LL T
OR FABRICATING, HANDtINGRESPONSIBLE FOR ANY pTION iR 'TRNS AiLINC AANY
BRgCING 10F TRUSSES. THE TRUSS
••••
•
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC, BY AF&PA)AND TPI, ALPINE
OREGON 1 BC LL 0.0 PSF CA-E�16�T9B/GWH •
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(113765-FISH CONSTRUCTION PLAN 2371 ELEVATION ONE -- PORTLAND, OR - J02)
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(g) designed using NDS/TPI reduction factors. BC- From 20 plf at 0.00 to 20 plf at 4.00
BC- 31.51 lb Conc. Load at 2.00
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anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. load applied per IRC-09 section 301.5.
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TC- Fromber 66rpifat -1.00 to6
cl Plate
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Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 20 plf at 0.00 to 20 plf at 3.00
BC- 31.51 lb Conc. Load at 2.00
110 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live
anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. load applied per IRC-09 section 301.5.
Deflection meets L/240 live and L/180 total load. Creep increase
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factor for dead load is 2.00.
Unbalanced snow loads have not been considered.
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DESIGN SHOWN. TPERHE SANSAIB/TPIT1 SEC.U2E OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
NBROW016/36/2613
Sacramento,CA 95828 WILDING DESIGNER
• SPACING 24.0" JREF- 1UFS561_Z12
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(113765-FISH CONSTRUCTION PLAN 2371 ELEVATIcIN ONE - PORTLAND, OR - J02) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 DF-L #1&Bet.(g)
Bot chord 2x4 DF-L #1&Bet.(g) Special loads
TC- Fromber 66rplfat -1.00 to
cl Plate
66lfat
upa- 11191
Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 20 plf at 0.00 to 20 plf at 2.00
BC- From 10 plf at 2.00 to 10 plf at 6.00
110 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located BC- 31.51 lb Conc. Load at 2.00
anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wnd BC DL=6.0 psf. BC- 44.04 lb Conc. Load at 4.00
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Wind reactions based on WIPERS pressures. load applied per IRC-09 section 301.5.
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Unbalanced snow loads have not been considered.
factor for dead load is 2.00,
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PLT TYP. Wave • •• • •
FT/RT=8%(0%)/4(1) 10.03.04,0.0 • • •• ••
Trns'Wa',Inc 360-750-1470 "RARRING TRUSSES REQUIRE EX(REME ACARE IN FABRICATION, HANDLING. STRIPPING, INSTALLING AND BRACING. e�e.,,,,,_ OR/-/1/-/-/R/•�c•C•• S(a I� �C••I•�Ft.
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DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AFAPA)AND TP1, ALPINE
•
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ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 OF TP11_2002 5E0,3. A SEAL CO THIS A
ITP Building Components Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT RQ are.' •••4
Sacramento,CA 95828 DESIGN SUDAN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE LO W. DUR.FAC. 1.1 5 FROM KTC
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2.
RMBRW.6/30/2013 SPACING 24.0" JREF- 1 UFS561_Z12
• I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(113765-FISHCONSTRUCTION PLAN 2371 ELEVATION ONE —*PORTLAND, OR - J04)
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. psf, wind BC OL=6.0
Connectors in green lumber (g) designed using NDS/TPI reduction factors.
Member design based on both MWFRS and C&C, wind reactions based on
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load MWFRS,
applied per IRC-09 section 301.5. Deflection meets L/240 live and L/180 total load. Creep increase
Unbalanced snow loads have not been considered. factor for dead load is 2.00.
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A M ATTAOIET MID CEILING,
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O.P I'•:DRW (,'�bSitS�f 11276040
TROOP, INC. SHALL NOT IE"RESPGNSIDLE FqR ANY DEVIATION PR(.M'THIS DEBIGH;ANY FAILIIITE 1D BUILD INE TRUSS 1 {G �,. BC E� 1
ALPINE IN CONFORMANCE WITH TPI; DR FABRICATING, HANDLING, SHIPPING, INSTALLING A BRACING TRUSSES / 1 LL 0.0 Age' CA-ENG TSB/GWH '
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AFAPA)AND TPI. ALPINE `
CONNECTOR PLATES ARE MADE OF 20/16/bOA(N,H/SS/K) ASTM URS3 GRADE 40/60 (N, K/N,SS)ONLY. STEEL. APPLY �GQA, • • •
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. 0 "20,1 •
VTOT.LD. 42.0 PSF SUM' 1%1172 • •
ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS ••••
ITW BaildingComponentsGroup,Inc. DESNFI,NNGSHORNICATESTHACCEPTABILIE TY ANDPROFESSIONAL
THIS COMPONENT RESPONSIBILITY
ANY BUILDING FOR THE TRU RESPONSIBILITY OF COMPONENT
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SPACING 24.0" JREF- 1UFS561_Z12
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(113765-FISH CONSTRUCTION PLAN 2371 ELEVATIcJN ONE —.PORTLAND, OR - J06) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
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.
Member design based on both MWFRS and C&C, wind reactions based on
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load MWFRS.
applied per IRC-09 section 301.5. Deflection meets L/240 live and L/180 total load. Creep increase
Unbalanced snow loads have not been considered. factor for dead load is 2.00.
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•`MANNINO•*TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. W -�� OR/-/1/-/-/R/
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/GWH
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ISE LOCATED ON THIS
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ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL PER ANNEX A3 OF TPI1-2002 SEC.3, A SEAL ON THIS
S
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ITW Building Components Group,Inc. GN DUR.FAC. 1.15 FROM KTC
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ROAARRI6/30/2013
SPACING 24.0” JREF- 1UFS561_212
t
(113765-FISH CONSTRUCTION PLAN 2371 ELEVATION ONE -2 PORTLAND, OR - SJ02) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
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.(g3 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.
Member design based on both MWFRS and C&C, wind reactions based on
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load MWFRS,
applied per IRC-09 section 301.5. Deflection meets L/240 live and L/180 total load. Creep increase
Unbalanced snow loads have not been considered. factor for dead load is 2.00.
7
I 4_10-2-0
R=37 U=12
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R=180 U=16 W=5.5" •••• •
• ••
RL=39/-21 • • •
•••• ••
1146: • ••• •
•
Design Crit: IRC2009/TPI-2007(STD) • •• • •
PLT TYP. Wave FT/RT=8%(0%)/4(1) 10.03.04.0.0 • • •. •• ••
y .IARNIM6"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING, �QB"- GFn OR/-/1/-/-/R/-/1/-/-/R/- Sca I g 2 /!Ft
Trus-Way,NE 68t IncTHC Vancouver
WA REFER TO BCSI (BUILDING COMrONENT SA FE TV INFORMg71UN). PUBLISHED BV TPI C EIms�••.. •
3901 NE(8th St.. NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22311)AND NTCA(WOOD TRUSS COUNCIL POFTEAMERICA,TE 6300 %CP 0000),E. nS . T(C� LL 25.0.P.5/...REF K7U1-• 44400 '
ENTERPRISE LANE, MADISON, WI 53713) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 'r TC DL 7.044F0•'DATE10/03/11i•••1''
OTHERWISE INDICATED TOP CHORD SHA(.1..HAVE PROPERLY ATTACHED STRIICTUNA.PANELS AND BOTTOM CHORD SHALL.HAVE 19575
A PROPERLY ATTACKER RIRID CEILING.
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T�•FUSH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BUILDING COMPONENTS BC DL 10.0 r ✓' •:DRW c'cAs11Sil1'11276042 •
imw GROUP, INC. SHALL NOF RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILIIRE10 BUILD 1HE TRUSS NV'.
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ALPINE Nm. IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING&BRACING OF TRUSSES. e�`t 0 1 BC LL 0.0 E JI ' CA-ENfs TSS/GWH
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AFAPA)AND DPI, ALPINE 0-EGON
CONNECTOR PLATES ARE MADE OF 20/10/16GA(W,H/SS/K) ASTM A653 GRADE 40/60(N, K/H,SS)GALV. STEEL. APPLY ./ �,q • • • ••••-••
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. 'v1L 0,17'70- TOT.LD. 42.0 PSF SEQN •
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ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 Of TPI1-2002 5E0.3. A SEAL ON THIS ••••
ITW Building Components Group,Inc. DESIGN INDICATES THACCEPTAILITY AND OF ESSIE OFATHISENGINEERING
ENTRESPONSIBILITY
ILDINGSOLELY
TIE RESPONSRBISLITYMOONTHE R�_0 W.µ�P OUR.FAC. 1.15 FROM KTC
SMLTMmenID,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2.
RenewaIR/30/2013 SPACING 24.0" JREF- 1UFS561_Z12
1 N s,
(113765-FISH'CONSTRUCTION PLAN 2371 ELEVATION ONE —.PORTLAND, OR - SJ04) THIS DIMPREPARED FR�t COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED By TRUSS MFR.
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.
Member design based on both MWFRS and C&C, wind reactions based on
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load MWFRS.
applied per IRC-09 section 301.5. Deflection meets L/240 live and L/180 total load. Creep increase
Unbalanced snow loads have not been considered. factor for dead load is 2.00.
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••• •
R=219 U=13 W=5.5" • • • •
RL=66/-27 ••• •
•
• • • •• •
•• • • • •
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Design Crit: IRC2009/TPI-2007(STD) •• ••
PLT TYP. Wave FT/RT=8%(0%)/4(1) 10.03.04.0•'_ OR/-/1/-/ •/R/..:
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THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(113765-FISH CONSTRUCTION PLAN 2371 ELEVATION ONE PORTLAND, OR - SJ06)
•
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
psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors.
Member design based on both MWFRS and C&C, wind reactions based on a
MWFRS.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-09 section 301.5. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 2.00.
Unbalanced snow loads have not been considered.
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r R=155 U=50
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R=109 U=28
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5-10-15 Over 3 Supports '1 • • ••••.••
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R=233 W=5.5"
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RL=93/-33 •••• •
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Design Crit: IRC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=8%(0%)/4(1) 10.03.04.0.. OR/-/1/-/-/R/+•.•••Scalee•.5"7Ft. ••
Trus-Way,Inc 360-750-1470 "'WARNING*.TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING, t�QW AFF
3901 NE 68th St.,Vancouver WA NORTH LEE STREET(BUILDIB312OMPALEXANORIAE VA'B22R4)IAN)wiPUBISHED TRUSSI C(TNCIL PO TEAINSTIT,TE 6300 �`yqk G 1 NF ss'/0 TC LL 25.0 P��••�E F R561.-- 44402
ENTERPRISE LANE, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS F� Z TC DL 7.0 PSF••DATE • 10n)3/11
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•*IMPORTANT•*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITB BUILDING COMPONENTS /BC DL 10.0 PSF DRW CAOSR561 11276044 •••
BE ••45
Emir ALPINE _ NBCONFORMANCE EAWITH BTPI, ORS FABRICATING, HANDLING, SHIPPING,TINSTALLING IS DESIGN,&BRACING OF TRUSSENY FAILURE TO S THF."TRUSS 0.I, ,.Y BC LL 0.0 PSF CA-ENG•T6B�6WH ••+Rti••
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC, BY AF&PA)AND TPI, ALPINE ORE C•
CONNECTOR PLATES ARE MADE OF 20/18/TOGA(w,H/5S/K) ASTM A653 GRADE 40/60(W, K/H,SS)GALA, STEEL.APPLY ,,p 041.0
PLATES TO EACH FACE OF TRUSS ANO, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. 0 44A4 20191b VTOT.LD. 42.0 PSF SEQN- 141168
ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 OF TP11-2002 SEC.3. A SEAL ON THIS
(TW Building Components Group,)nc. a9� GNOOICATESTH SUITABILITYND
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Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. ISLTHEBRESPOTHENSIR LITYYBO B NE ��DLD W.NSP OUR.FAC. 1.15 FROM KTC
Renewal6/30/2013
SPACING 24.01 JREF- 1UFS561_Z12