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'1' /tTRUSS TO BE — b� b �b
'in in
DESIGNED FOR WALL ABOVE JACKS HANG INTO RIM
t•a _ I •R
,e 11'3„ 12'
31'
***** IMPORTANT *****
LEGEND HOMES o
-BLUE MARKINGS ON TRUSS PLAN ASPEN B m�
INDICATE "TOP OF TRUSS". 8/12 PITCH oz„,
1'-0O/HS ao-"c° _ `
WQm., 00
-IMPROPER INSTALLATION LOADING 42# 0 Z Z �s o
WILL RESULT IN TRUSS REPAIRS 2'-0 0/C E OD E.o 0
OR POTENTIAL TRUSS FAILURE! °3
S'OLL; ct d
0 W W
-REFER TO TRUSS ENGINEERING
FOR SPECIFIC INSTRUCTIONS JOB NO:
- AND/OR DETAILS. 124335
PAGE NO:
1 OF 1
>a°m3N�
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JACKS HANG INTO RIM En TRUSS TO BE
io
i•e DESIGNED FOR WALL ABOVE 8
I I
. 12' 7'9" - - 11'3" ,
31'
LEGEND HOMES '`'F*** IMPORTANT '`'r***
PLAN ASPEN B °o
8/12 PITCH -BLUE MARKINGS ON TRUSS Wim.
1'-0 O/HS INDICATE "TOP OF TRUSS".
oz-
l'-0 m c c
LOADING 42# WQm�
-IMPROPER INSTALLATION WaW
2
0 0/CJE.° 0ZZ
WILL RESULT IN TRUSS REPAIRStia,
E- C E.o o
OR POTENTIAL TRUSS FAlLVEI om2tiT,
�p.+-�ami
ww
-REFER TO TRUSS ENGINEERING
FOR SPECIFIC INSTRUCTIONS JOB NO:
AND/OR DETAILS. 124335
PAGE NO:
1 OF 1
(124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F01) + , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
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)
Connectors ingreen lumber Calculated vertical deflection is 0.10" due to live load and 0.24" due
(g) designed using NDS/TPI reduction factors. to total load at X = 6-0-14.
Truss must be installed as shown with top chord up. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.
•
' 6-1-10 I 24" I 6-1-10
22.542" Typ. 1
1X3 III 3X6= 1X3 III 3X3= 3X3= 1X3 III 3X6= 1X3111
1 MI
1-4-0 \
1, was
— \ 1-4-0
omm
3X8= 1X3 III 1X3111 3X8=-=-
X
3X5 2"4
X5=2••4
.1t, 1-11-5 _1 1-11-5 2-0-1 2-1-8 2-0-1 2-0-1 I 4-0-13
1-11-5 I� 1-11-5 2"4
2 h 3-10-9 '�` 2-0-1 "�` 2-1-8 +ILS
14-3-4 Over 2 Supports
R=785 W=4.125"
R=785 W=4.125"
Design Crit: CUSTOM/TPI-2007(STD) V RRO*
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.1<s'tll a, kR+" 4TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft.
Tms-Way Inc 360-750-1470 ...WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING.REFER TO BCSI SW1�ils
3901 NE 68th St.,Vancouver WA NORTH LEE STREET. SUITEN312, ALEXANDRIA. VAG COMPONENT SAFETY N FABRICATION,
WTCAB(W0000 BYTPI
COUNCIL POFTEAINSTITUTE. 218 MERICA, 6300 E 1 4 b 5 9 TC LL 40.0 PSF REF R561-- 1 7898
ENTERPRISE LANE, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS fi / r
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE^ TC D L 10.0 PSF DATE 11/20/12
W PROPERLY ATTACHED RIGID CEILING. ('
�. —"_ s BC DL 5.0 PSF DRW CAUSR561 12325311
"IMPORTANT'•FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 171/BUILDING COMPONENTS �1'I VON I xxl
mow ALPINE GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS n 4
1 IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING b BRACING OF TRUSSES. / �tTC 7 L��� it .r BC LL 0.0 PSF CA-ENG TSB/CWC
DESIGN CONFORMS WITH APPLICABLE PROVISIONS DE NDS(NATIONAL DESIGN SPEC. BY AFNPA)AND TPI, ALPINE -/�� r, l £ ' S
CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/X)ASTM A653 GRADE 00/60 (W, R/H.SS) GALV. STEEL. APPLY :7, CAS . TOT.LD. 55.0 PSF S EQN- 1108
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160•-Z.
ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SECA. A SEAL ON THIS
ITVV Building Components Group,Inc. DE5GNGSINDI ATESTHACSUITABILITV ANOFUSEIOFATHESGCOMPONENTRFOROANYDBUILDINS LELTHEORET E TEBILITYMOAGENT
- _ DUR.FAC. 1 .00 FROM MRR
1'
Sacramento,C.495828 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. ` v
11/21L2n12 SPACING 24.0" JREF- 1URD561_Z13
(124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F02) • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
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: 0.23" 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
Deflection meets L/360 live and L/240 total load. Creep increase factor to total load at X = 7-4-1.
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.
7-4-1324" , 24" 6-2-1
I- 1- 13-2-6
27.604" T 1.
W=3X4
3X8= 3X3= 3X4= 4X8= 4X6=
3X4= 3X3= 3X5=
+ 9-0-0 _L
3X6= 3X8 4X10= W=3X4=
4X8= 4X6= 3X4
4X10=
L,__— 16-4-10 >Lc 14-4-10 >I
2"4
lix
2-4-6 _1_ 2-4-6 ,f, 2-5-2 'I,2 -1-8,i< 2-5-2 2-4-6 2-4-6 -11-7 -11-7 2-0-3 2-1-8 2-0-3 1-11-7 1-11-72"4
2'4 4-8-11 2-5-2 2-1-8 I 2-5-2 4-8-11 3-10-14 2-0-3 2-1-8 2-0-3 4-1-2
IL —30-9-4 Over 3 Supports ,{
R=855 W=4.125" R=1891 W=5.5" R=725 W=4.125"
Note: All Plates Are 1.5X3 Except As Shown.
Design Crit: CUSTOM/TPI-2007(STD) PR04-
PLT TYP. Wave F1-/RT=6%(0%)/4(1) 10.03. zit,'kiii i. ;,,,4.9 TY:7 OR/-/1/-/-/R/- Scale =.25"/Ft.
TNS-Way Inc 360-750-1470 ...WARNING". TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. *-"1-'4-659
(�{ y,
3901 NE 68th St.,Vancouver WA :=LEE STREET(BGUITER312°ALEXANORIAE VAIN223RM14)IAND WTCAB(WOODD BRUSSI COUNCIL PLATEANERITOTE. 8300 p Y6 J 9�llQ $f TC LL 40.0 PSF REF R561-- 17899
OTHERWISEENTERPE INDICATEDDTOPNCHORD SHALLN)HAVERSAFETY PROPERLYPATTTTICES ACHED STRUCTURALIOR TO ERFORMING PANELS ANDHESE BOTTOMNCHORDSSHALLNLESS
HAVE r .µ~
L / •--' -�` TC DL 10.0 PSF DATE 11/20/12
A PROPERLY ATTACHED RIGID CEILING. .....c....,..."..
- "°�'~-''
h yy. BC DL 5.0 PSF DRW cAusRssl 12325312
..INPORTANT.`FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS 4 P OREGON f� 3
mow GROUP, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS --�A` 4/Er 7, H aj 4V ,. BC LL 0.0 PSF CA-ENG TSB/CWC
ALPINE N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING&BRACING OF TRUSSES. F W !
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE
CONNEDE OF
PLATECTTR O EACHEFACEEOFATTRUSS AND'B/UNLESSWOTHERWISEASTM LOCATEDIONRTHISDE ADESIIGN. POSITION PERVDRAWINGS APPLY Z. �`� ( ' ��� TOT.LD. 55.0 PSF S EQN- 1121
ANY INSPECTION OF PLATES FOLLOWED WV (I) SHALL BE PER ANNEX Al OF TPII-2002 SEC.3. A SEAL ON THIS w
1TW Building Components Group,Inc. DESIGN SATANCATESTHECSUITABILITY PANDFUSEIOFATHIISGCOMPON NTRFAA ANYRBUILDINGOISLTHEDRESPONSIBILITVMOFNTHE F:>;p, 12-31-13
DUR.FAC. 1 .00 FROM MRR
Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC. Z.
11/21/2012 SPACING 24.0" JREF- 1 URD561_Z13
I
(124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F03) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
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)
Truss left end may be trimmed up to 1-4-0 minus the late lap on the Deflection meets L/360 live and L/240 total load. Creep increase
insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 10d Boxx ( .128" x 3") factor for dead load is 2.00.
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.
f` 15-3-5 — 24"
-i- 6-2-1 -I
22.687" TYP.
1
3X3= 3X3= 3X5= W=3X4=
4X6= 3X4= 3X3 3X5=
:. - .d i 0•0 0 0 0 0„4 i ir..‘„,s.s.i...,...gii i a
EFs g O 0
3X5= 3X6= 11
W=3X4= 3X10= 4X6==- Y
3X10:-=- 3X4=
9-0-12 >1< 14-4-10 >1
L-4-12,1,1-11-11 _I_1-11-11 1-11-11 _I_1-11-11 �� 1-11-7 _I_ 1-11-7 2-0-3 �� 2-1-8 < 2-0-3 �<
1 1-11-7 _I_ 1-11-7
-4-12 3-11-6 >If 3-11-6 3-10-14 2-0-3 2-1-8 2-0-3 4-1-2
..‹ ---
23-5-6 Over 3 Supports >{
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) PR
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.E k'-p 0
Trus-Way,Inc 360-750-1470 ..NARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.
�E �. TY:1 OR/-/1/-/-/R/- Scale =.34"/Ft.
8 REFER TO BC51 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE, 2 G t "I 4 6 9 ^ TC LL 40.0 PSF REF R561-- 17900
3901 NE 6'th SL,Vancouver WA NORTH LEE STREET, SUITE 312, ALE%ANORIp. VA, 22319)ANp W CA(WOOD TRUSS COUNCIL OF AMERICA, 6300
ENTERPRISE LANE, MADISON, WI 53,19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TC DL 10.0 PSF DATE 11/20/12
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ' "�.-
A PROPERLY ATTACHED RIGID CEILING. -"
- �1"`� ~ BC DL 5.0 PSF DRW CAUSR561 12325313
*4 IMPORTANT..FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS 4 OREGON F 5)
Emir ALPINE GIN ROCONFONMANCE LL NOT
ORSPONSIBLE FABRICATINGR HANDLIANY NG.
NPFFROM THISDESIGN;
ANY
TO BUILD THE TRUSS % J
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFAPA)AND TPI. ALPINE ]qv �•T,}g�t�Q, g' BC LL 0.0 PSF CA-ENG TSB/CWC
CONNECTOR PLATES ARE MAGE OF 20/1B/16GA(W.H/SS/K) ASTM A653 GRADE 40/60 (W, K/H,SS) GALV. STEEL. APPLY ,j 04�.T'�E. 'y 1 TOT.LD. 55.0 PSF SEQN- 24771 REV
PLATES TO EACH FACE OF TRUSS ANO, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PFR DRAWINGS 160A-Z. 44 tlY
ANY INSPECTION OF PLATES FOLLOWED BV(I) SHALL BE PER ANNE%A3 OF TPI I-2002 SEC.3. A SEAL ON THIS
ITW Building Components Group,Inc. DRAWINO INDICATES ACCEPTANCE OF PROFESSIONAL ENoINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR.FAC. 1 .00 FROM MRR
Sacramento,CA 95828 DESIGN SHOWN. THE SUITABILITY AND USE OF LOIS COMPONENT FOR ANY BUILDING IS THE RESPON51B1 LITY OF THE /'- ?-�
BUILDING DESIGNER PER ANSI/TPI 1 SEC, Z. - v V
11/21001? SPAC I NG 24,0" JREF- 1URD561_213
(124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - FO4ORAG) 1 W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
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.
1- 24"
15-3-5 - -I_ -I- 6-2-1 H
22.687" Typ.
W=3X4
3X3= 3X3= 3X4= 3X3= 3X3= 3X3= 3X3=
III1�1Ip PI/i� 1-4-0
-I- di NII MIM10.°. ... lhVIM10°°°°°°°°°...AIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIhNMI
3X4= 3X5= �� / �i // /;' ///�,
3X5= W=3X4= 3X5= 3X5=
3X3=
2"4h1-4-12,I<1-11-11 1-1-11-11 I1-11-11 _1_1-11.11 1-11-7 _�_ 1-11-7 2-0-3 2-1-8 2-0-3 1-11-7 _I! 1-11-7>< ›< >E ›< p1-4-12 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 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,,,..�� Pio �a
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.x-\ ta le. fe - . 41 ', :1 OR/-11/-/-/R/- Scale =.34"/Ft.
Trus-Way,Inc 360-750-1470 '.RARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. 1 g5g_ -} TC LL 40.0 PSF REF R561-- 17901
3901 NE 68th St.,Vancouver WA NORTH LEE REFER TO BSTREET!CSI BSUITEN312, ALEXANDRIA, VA,G COMPONENT SAFETY N22FO 314)I AND WTCAB(WOODD TRUSS BY I COUNCIL POFTEAMERICA. 6300 [[ f 6
j.
ENTERPRISE LANE,MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS I - TC DL 10.0 PSF DATE 11/20/12
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE
A PROPERLY ATTACHED RIGID CEILING. - p
OREGON �,•• BC DL 5.0 PSF DRW CAUSR561 12325319
•.IIIIPORTANT..FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS
ALPINE GROUP. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS � 7 1�$ �ekt~" BC LL 0.0 PSF CA-ENG TSB/CWC
IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES,
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AF8PA)AND TPI. ALPINE
CONNECTOR PLATES ARE MADE OF 20/18/16GA(W,H/SS/K)ASTM ADS3 GRADE 40/60(W, K/H,SS)GALV. STEEL, APPLY TOT.LD. 55.0 PSF S EQN- 24790 REV
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-L. .F �-
ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 OF TPI12002 SEG S. A SEAL ON THIS
HOW ,
EXP.
. - �-�.- - DUR.FAC. 1 .00
CAF ROM MRRITV Building Components GfOU],IIC. AWGNGSINDNCATESTHAPITTAY RFESOALTHMNTRIOYBNHFONTSRSLISacramento, 95828BUILDING DESIGNER PER ANSI/TPI 1SEG. 2. ll!21/2012 SPACING 24.0" JREF- 1UR
D5 6 1 Z 1 3-
•
• • . a
(124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F05) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and
Bot chord 4x2 DF-L #'I&Bet.(g) bridging recommendations.
Webs 4x2 DF-L Standard(g)
Truss left end may be trimmed up to 1-4-0 minus the plate lapon the Negative reaction(s) of -311# MAX. (See below) from a non-wind load
insert, DO NOT CUT METAL CONNECTOR PLATES. Use (2) 1d Box ( .128 " x 3") case requires uplift connection.
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
Connectors ingreen lumber factor for dead load is 2.00.
(g) designed using NDS/TPI reduction factors.
Truss must be installed as shown with top chord up.
F- 15-3-5 - _I 24„
- �` 6-2-1 H
22.687" Typ.
I- 1
W=3X4-.-
3X3---- 3X6-----• 3X3= 1.5X3 III 3X4= 3X4
4X8= 1.5X3 III 4X6= 1.5X3 III 4X6= 1.5X3 III
1 1111111
1-4-0
L Z r \ / 1-4-0
4X6= 4X10= W=3X4= 3X10= 1 .5X31II 1 .5X3111 3X8---- P
4X4= 4X6 -
3X5
5-6-8 >1.
17-10-14 �l
= 3-4-6
241-4-121<1-11-11 _I_1-11-'1 71-11-11 _,1-11-11 JJ 1-11-7 I_ 1-11-7 >1< 2-0-3I 2-1-8 �1< 2-0-3 1-11-7 I. 1-11-7 �>< 7-<j-4-12 3-11-6 Irl` 3 4 6 3-10-14 2-0-3 2-1-8 2-0-3
4-1-2
23-5-6 Over 3 Supports >{
R=212/-312 R=1819 W=5.5" R=840 W=4.125"1
Design Crit: CUSTOM/TPI-2007(STD) �.D PRpA6
PLT TYP, Wave FT/RT=6%(0%)/4(1) 10.03,, F1'k tt:. u1 a TY:1 OR/-/1/-/-/R/- Scale =,34"/Ft,
Trus-Way Inc 360-750-1470 ••WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. - e
3901 NE 68th SL,Vancouver WA REFER TO BCSI (BUILDING COMPONENT SAFE V INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 21e C. i/6`� 4> v TC LL 40.0 PSF REF R561-- 1 7902
NORTH LEE STREET, SUITE 312. ALEXANDRIA. VA, 22314)AND WTCA(WOOD TRUSS COUNCIL OF AMERICA, 6300 44 i"' t f
ENTERPRISE LANE. MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS f' TC DL 10.0 PSF DATE 11/20/12
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ' /.
A PROPERLY ATTACHED RIGID CEILING,
A'IIIIPOR surr..FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. MI BUILDING COMPONENTS [ �� -....T-ON ��3 BC DL 5.0 PSF DRW CAUSR561 12325320
GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS 'Y
miw ALPINE 1 IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING G BRACING OF TRUSSES. P r j��� ,4;7.* BC LL 0.0 PSF CA-ENG TSB/CWC
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC. BY AFAPA)AND TPI. ALPINE TOT.LD. 55.0 PSF S EQN- 24806 REV
CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/55/N) OSTM A653 GRACE 40/60(W, R/H,SS) GALV. STEEL. APPLY 6
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 A3 OF TPI1-2002 SEC.3. A SEAL ON THIS
ITW Building Components Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPaNENT DUR.FAC. 1 .00 FROM MRR
Sacramento,CA 95828 DESIGN SHOWN. THE SUITABILI Y AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILI Y OF THE i _I/_
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2.
11121/7012 SPACING 24.0" JREF- 1URD561_Z13
• • s i
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F06)
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 -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/TPI reduction factors.
Truss must be installed as shown with top chord up.
24"
15-3-5 - --I- �- 6-2-1
22.687" Typ.
I.- -1
W=3X4
3X3= 4X6= 5X4= 4X8= 3X5= 3X3= 3X4=
1.5X3 III 1.5X3 111 1.5X3 HI 4X6= 1 .5X3 III
TrWWWWWW__ iW_ -____
•0000,060.4111111111111.2. -"4111111111111r
,_4_U
iF
900
___L_ in av
p'
4X7= _ 4X10= W=3X4=
3X5= 5X6= — 3X10= 1.5X3111 1.5X3111 3X10=
3X5
[< 5-0-12 >1< 18-4-10
1-4-121 1-11-11 _1_1-11-11 1-11-11 _1-11-11 1-11-7 _ 1-11-7 2-0-3 2-1-8 1I2-0-3 1-11-7 1-11-7 _2_."44
-4-12 3-11-6 >I7'1 3-4-6 'I� 3-10-14 >I< 2-0-3 'I, 2-1-8 fes 2-0-3 ,I< 4-1-2
r` 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) i,9' PRpfi IY
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.j10 ' ;+' :1 OR/-/1/-/-/R/- Scale =.34"/Ft.
Tnls-Way,Inc 360-750-1470 "NARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. -3-'14659 \ TC LL 40.0 PSF
3901 NE 68th St.,Vancouver WA NORTH LEE STREET, SUIREFER TO BCSI TEN312, ALEXANDRIA,COMPONENT VA,N223144)IAANNO).WTCA PUBLISHED
BYTPI
COUNCIL PLATE
AMERICA, 630D f .. ,2y,' REF R561-- 17903
ENTERPRISE LANE, MADISON, WI 53719) FORSAFETYPRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS i .Y` TC DL 10.0 PSF DATE 11/20/12
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE = 5
A PROPERLY ATTACHED RIGID CEILING. t
?r;G00M �� BC DL 5.0 PSF DRW CAusR561 12325321
PORTAT
'INN4"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS rt
GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS 0. 71 1.• R BC LL 0.0 PSF CA-ENG TSB/CWC
Now ALPINE IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING A BRACING OF TRUSSES.
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC. BY AFAPA)AND TPI. ALPINE
FF$ 45 °
CONNECTOR PLATES ARE MADE OF 20/18/16GA(W,H/SS/R) ASTM A653 GRADE 40/60(W. N/H.SS)GALV. STEEL. APPLY FF ST TOT.LD. 55.0 PSF S EQN- 24822 REV
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z.
ANY INSPECTION OF PLATES FOLLOWED BY(r) SHALL BE PER ANNEX A3 OF TP11-2002 SEC., A SEAL ON THIS DUR.FAC. 1 .00 FROM MRR
ICW Building Components Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT =--.. , :,�-21— F.
Sacramento, en B ro DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2.
1.1/2 1/2012 SPACING 24.0" J RE F- 1 URD 56 1 Z 1 3
(124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F07) ♦ • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
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
Deflection meets L/360 live and L/240 total load. Creep increase factor to total load at X = 9-11-1.
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.
E- 24
9-11-13 --1- -I- —6-2-1
122.463" TYP•H
1.5X3 III
4X8-=- 1.5X3 IH 3X4= 1.5X3 ID 3X3= 3X5= 1 .5X3 III 4X8- 1 .5X3111
1-4-0 /./�\ / � \
3X3= 4X8= 4X10= 3X5 III 3X5 III 6X10=
5X6=
4X6=
2-1-7 1-11-3 1-11-3 1-11-15 1-11-3 2-1-8 2-0-3 1-11-7 2-1-11
4-0-11 3-11-3 6-0-14
4-1-2
2-7-7 -I- 5-4-6 -fit
10-2-0
F 18-1-14 Over 2 Supports >
R=985 W=2.75" R=1013 W=4.125"
Design Crit: CUSTOM/TPI-2007(STD) gAei PROPF
PLT TYP. Wave Ff/RT=6%(0°6)/4(1) 10.03. tY:1 OR/ /1/ /-/R/- Scale =.4375"/Ft.
.A-
Trus-Way,Inc 360-750-1470 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. J� TC LL 40.0 PSF
3901 NE 68th St.,VaucowerlVA NORTH LEE REFER TO BSTREET, SUITEN312, ALEXANDRIA, VA, 223G COMPONENT SAFETY M4)IAND RICAB(WOOD D TRUSS BY I COUNCIL POFTEANERICAUTE 6300 I V-" 46 59"�r REF R561-- 17904
ENTERPRISE LANE, MADISON. WI 53)19)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS !/,r « ,,.;.___44-_ SSS TC DL 10.0 PSF DATE 11/20/12
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE •Y`-
A PROPERLY ATTACHED RIGID CEILING. j�}
W,, y+r-"p'yrte..,�r++EN�� k
"INPORTANT•`FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS „.A.
NT{ EYkti. ~` BC DL 5.0 PSF DRW CAUSR56l 12325314
GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS \ V F`
ALPINE I IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING 5 BRACING OF TRUSSES. ¢, I.,7, 1O,g t4 BC LL 0.0 PSF CA-ENG TSB/CWC
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA)AND TPI. ALPINE F }''&� y� !
CONNECTOR PLATES ARE MADE OF 20/1R/16GA(0,H/55/K) ASTM A653 GRADE 4O/60 (W, K/H.SS)GALV. STEEL. APPLY +'4 )bli• TOT.LD. 55.0 PSF SEQN- 1183
PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z.
ANY INSPECTION OF PLATES FOLLOWED BY (1)SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS
ITW Building Components Group,Inc. DESIIGNGSHOWNCATESTHECSUPTABILIOTF ANOFUSEIOFATHISGCOMPONENTR 2RON I BUILDINGOISLTHEORESPONSIBILITYMOFONEN -i-1'n. 4. DU R,FAC. 1 .00 F ROM MRR
Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC. Z.
11/21/2012 SPACING 24.0" JREF- 1URD561 Z13
(124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F08) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR,
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)
NeConnectors in green lumber (g) designed using NDS/TPI reduction factors. casetive requirestionuplift connectirs) of on.
Calculated
(See below) from a non-wind load
Calculated vertical deflection is 0,24" due to live load and 0.57" due Max JT VERT DEFL: LL: 0.30" DL: 0.33" recommended camber 3/8"
to total load at X = 14-3-13. 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.
**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-' I- 6-2-1
129.016" TYP•-I
3X5
4X6= 4X10------ W=3X4
3X4= 4X8=
T I
1-4-0 % tmwo1 /��
I 1-4-0
V 1 9-0-0
3X5= 4X12--- 4X10= W=3X5= 3X4= 3X10=
3X6=
1< —4-2-12 18-4-10 1
oriz
2-2-6 _I_ 2-2-6 > 2-5-12 _I_ 2-5-12 > 2-5-12 _I_ 2-5-12 _e 2-1-8 2-0-11 yE1-11-1515e12
(L� 4-5-8 4-11-9 4-11-9 2-1-8 12-0-11 4-0-10
I —22-7-6 Over 3 Supports ;1
R=87/-471 R=1919 W=5.5" R=867 W=4.125"
Note: All Plates Are 1.5X3 Except As Shown.
Design Crit: CUSTOM/TPI-2007(STD) (c:ik PRQ��
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.VI ,IF'�± ' � :1 OR/-/1/-/-/R/- Scale =.34"/Ft.
Trus-Way,Inc 360-750-1470 ...WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. '' 14659
1 c /
3901 NE 68th St.,Vancouver WA NORTH LEE REFER TO BSTREET. SUITECSI 312. ALEXANDRIA, VANENT SAFETY,N22314)IAND WTCAB(WOODO BYTPI
COUNCIL POFTEAMERICA. 6300 l jt�c 5 f!fy/�,� T(l LL 40.0 PSF REF R561-- 17905
ENTERPRISE LANE, MADISON. WI 53]19)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS :Y^'"- S TC DL 10.0 PSF DATE 11/20/12
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE T
A PROPERLY ATTACHED RIGID CEILING. Pk.----...---''''''-'
---, - ^�hP15
•'IINPORTANT••FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. I1W BUILDING COMPONENTS L� OREGON `�F�f BC DL 5.0 PSF DRW CAUSR561 12325315
ALPINE I INOCONFORMANCEALL WITHTPBIE ORSPONSIBLE FABRICATINGR HANDLINGANY ATION SHIPPING,OM THIS DESIGN:INSTALLING BART FRIGURE TO OF TRUSSES.
BUILD
THE TRUSS - its� p� BC LL 0.0 PSF CA-ENG TSB/CWC
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AFLPA)AND TPI. ALPINE 'F r4/Vyl
CONNECTOR PLATES ARE MADE OF 20/18/16GA(W.H/SS/X) ASTM A653 GRADE 40/60(W. R/H.SS)GALV, COSTL. APPLY +". " �q. _ TOT,LD. 55.0 PSF S EQN- 1191
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 A3 OF TPI1-2002 SEC.3. A SEAL ON THIS
ITW Building Components Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DU R.FAC. 1 .00 FROM MRR
Sacramento,CA 95828 DESIGN SHOWN. HE SUITABILITY qN0 USE OF THIS COMPONEN FOR ANY BUILDING IS THE RESPONSIBILI Y Of TME
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2.
1,21/2012SPACING 24.0" JREF- 1URD561_Z13
* • s
(124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F09) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and
Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations.
Webs 4x2 DF-L Standard(g)
Connectors ingreen lumber Max JT VERT DEFL: LL: 0.27" DL: 0.38" recommended camber 1/2"
(g) designed using NDS/TPI reduction factors.
Calculated vertical deflection is 0.20" due to live load and 0.58" due
Deflection meets L/360 live and L/240 total load. Creep increase factor to total load at X = 22-5-11.
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.
22-7-3
24" 6-2-1
28.1 925" Typl W=3X4= I 'I y
3X5= 3X6= 4X6= 4X10= 4X6=
3X5-- 3X4=
t
1-4-0 �.
_ ���
�-- 1-4-0
(0 9-0-0 __L
3X4= 3X6= 4X4= 4X12= 4X10= 3X4= 3X10=
3X5=--
W=3X4E
I 12-4-10 18-4-10
2"4 _j 2 4
-11 ,j_2-5-11 I2-5-11 j_2-5-11
c 2-5n.
:1Jc 2-6-7 ,,2-5-12 ,2-5-12><2-5-12 j_2-5-12 <2-1-8 2-0-3� `1-11-7 11-11-74,_
2"4 4-11-6 4-11-6 12-6-7 4-11-8 4-11-8 2-1-8~ 2-0-„_2-0-3,3 4-1-2
I —30-9-4 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) g PROp4,. .
PLT TYP. Wave FT/RT=6%(O%)/4(1) 10.03. 4 `1—'4 - 6' 4TY:3 OR/-/1/-/-/R/- Scale =.25"/Ft.
Trus-Way Inc 360-750-1470 "WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. w/(( i ,--.1,
�/
3901 NE 68th SL,Vancouver\VA
NORTH LEE REFER TO BSTREETCSI (BSUITE N312 ALEXANDRIA, VA.NENT VATY 1NZ23 G)IAND W CAB(WOOOD BYTPI
COUNCIL POFTEgMERICAUTE• 6218
300 itt ,04F Y 6 59 -:•' "7' Tl LL 4O.O PSF REF R561-- 17906
ENTERPRISE LANE, MADISON, WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ------.4.'..•-1----,.4'� 1 TC DL 10.0 PSF DATE 11/20/12
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE -S.^'-/-
A PROPERLY ATTACHED RIGID CEILING.
"IMPORTANT"FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS { .s.c.:;;
F BC DL 5.0 PSF DRW CAUSR561 12325316
GROUP, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS 0Vt"iSOON �rd,i}
mor ALPINE I IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. 40 Fg ,,,,t.4
BC LL 0.0 PSF CA-ENG TSB/CWC
DESIGN CONFORMS WITH AADEI CAB LE PR/VISIONS H/NDS (NATIONAL DESIGN SPEC, (W A8/H,S AND TPI. ALPINE *'. 971 ,R�p TOT LD. 5 5.O I�SF SEQN- 1 2 1 1
CONNECTOR PLATES ARE MADE OF 2O/16/16GA (W,H/55/X) ASTM A661 ESIGRADE N AO/6O(W, R/4,55)GALV, STEEL. APPLY 6T 1_
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA-2.
ANY INSPECTION OF PLATES FOLLOWED BY(1)SHALL BE PER ANNEX A3 OF TP11-2002 SEC.3. A SEAL ON THIS
ITW Building Components Group,Inc. DESIGD INTNCATESTHECSUITAR LITOY gTESIOF
A AL N ElEEONENTAFORONSI BUI OING ISLTHE RESPONSIBILITYMOFN HE
DUR.FAC. 1 .00 FROM MRR
Sacramento,CA 95828 _gl_ ?.
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2, —"
11/21/2012 SPACING 24.0" JREF- 1 URD561 Z13
•
(124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 4x2 DF-L #1&Bet.(g) 2 COMPLETE TRUSSES REQUIRED I t
Bot chord 4x2 DF-L #1&Bet.(g)
Webs 4x2 DF-L Standard(g) See DWG CNSY42PL0109 for connection details of 2 ply trusses.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and
bridging recommendations.
Special loads Negative reaction(s) of -706# MAX. (See below) from a non-wind load
(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) case requires uplift connection.
TC- From -87 plf at 0.00 to -87 plf at 12.39
TC- From 145 plf at 12.39 to 145 plf at 19.85 Max JT VERT DEFL: LL: 0.17" DL: 0.25" recommended camber 1/4"
TC- From 95 plf at 19.85 to 95 plf at 30.77
BC- From 5 plf at 0.00 to 5 plf at 30.77 Trusses to be spaced at 12.0" OC maximum. i
Calculated vertical deflection is 0.08" due to live load and 0.33" due Deflection meets L/360 live and L/240 total load. Creep increase
to total load at X = 22-5-11. 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.
__ 22-7-3 24" 6-2-1
28f 925" Typl W=3X4=
3X5= 3X4= 3X4= 3X6=
3X3 3X3= - 3X4=
t
1-4-0
\ = a - •J _ - 1-4-0
9_0_0 __i_
iE
3X4= 3X5= 3X4= W=3X4= 3X8= 3X3= 3X5=
3X8= 3X4=
12-4-10 >I 18-4-10 >1
2"4 _ 2"4
2-5-11 _I_2-5-11 <2-5-11 i_2-5-11 < 2-6-7 ,<2-5-12 1_2-5-12 >I<2-5-12 _1_2-5-12,I<2-1-8,I<2-0-3aI1-11-7 iJ-11-7
2I4 4-11-6 I 4-11-6 -I 2-6-7 I 4-11-8 4-11-8 2-1-8 2-0-3 4-1-2
—30-9-4 Over 3 Supports >{
R=556/-706 W=4.125" R=2273 W=5.5" R=870 W=4.125"
Note: All Plates Are 1.5X3 Except As Shown.
Design Crit: CUSTOM/TPI-2007(STD) V,v PRO •
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03. i '"--. ',*- *,Y:1 OR/-/1/-/-/R/- Scale =,25"/Ft.
Trus-Way Inc 360-750-1470 ••WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. t.' C ,41 4140,
t
3901 lvE68thS't.,VancouveT��A REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 44 "' I CV 59 ` /7'1 T LL 40.0 PSF REF R561-- 18733
NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314)AND WTCA(WOOD TRUSS COUNCIL OF AMERICA, 6300w +' /+
ENTERPRISE LANE. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TC DL 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. t. _r('�e1p
"IMPORTANT"'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IOW BUILDING COMPONENTS :•-•:-;...,44,114,,AgRECO1 pt'�r £• B/C� DL5.0 PSF DRW CAUSR561 12326003
THIS DESIGN: ANY FAILURE TO
ALPINE 1IN CONFORMANCE WITH TPI: ORgFABRIE CATIN. HANDLIOF NG. SHI PIGROW. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION NGL INSTALLN ING
OF TRUSSESD THE ALPINETRUSS 4 � )' 4��g >�e DEBl LL 0.0 PSF CA-ENG TSB/CWC
CONNECTOR PLATES ARE MADE OF 20/18/16GA(W,H/SS/K)ASTM A653 GRADE 40/60 (W. K/H,SS) GALV. STEEL. APPLY ' . TOT.LD. 55.0 PSF SEQN- 1071
PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. _
ANY INSPECTION OF PLATES FOLLOWED BY(,) SHALL BE PER ANNEX A3 OF TPII-2002 SEC,, A SEAL ON THIS
ITW Building Components Group,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1.-:>'•:
_ :- DUR.FAC. 1 .00 FROM MRR
DESIGN SHOWN. THE SUITgeI LITV AND USE DF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE `/'I
Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC, 2.
11/21/2012 SPACING 12.0" JREF- 1 URD561_Z13
•
1 1 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.(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.
This truss spaced @ 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.
E 1
2X3 III 3X5= 3X6=
MI
1-4-0
1-4-0
II Mimi Mil: ,
LJ�1
9-0-0
3X5= 3X3----
3X4-
1,
X3=3X41< 1-10-10---- 0J
012
2-0-10 2-1-2 1-4-12 n.
2-1-6 2-1-2 1-4-12
5-7-4 Over 2 Supports
R=1122 W=5.5" R=-264
Design Crit: CUSTOM/TPI-2007(STD) �s�AF4 PRO}p�0
•
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03. CWi - , :5 OR/-/1/-/-/R/- Scale =.75"/Ft.
Trus-Way LIC 360-750-1410 ...WARNING*"TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. ,,G we';'14659 - -sr TC LL 40.0 PSF
3901 NE 68th St.,Vancouver WA =;,R,
ORTH LEEBSTREET(BSUITTEN312, ALEXANDRIAETVA. 22233114)IAND 1?CH(WOD OTRUSSI COUNCIL POFTEAMERICAUTE, 6300 L f REF R561-- 18734
ENTERPRISE LANE. MADISON. WI 53)19)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ) TC DL 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 MINIM CEILING. I•t ,v--'`
••IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS ( „_,— FIEV° BC DL 5.0 PSF DRW CAUSR561 12326002
iirALPINE GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS E "� "+ BC LL 0.0 PSF CA-ENG TSB/CWC
IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING b BRACING OF TRUSSES. '✓-7,1�
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFAPA)AND TPI. ALPINE
CONNECTOR PLATES ARE MADE OF 20/1B/16GA(W,H/SS/R) ASTM A653 GRADE 40/60 (W. R/H.SS)GALV. STEEL. APPLY /Aa`s�P TOT.LD. 55.0 PSF SHIN- 248 49 REV
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 A3 OF TPI1-2002 SEC.3. A SEAL ON THIS _
Componen
ITW Buildingcr mento,CA Group,IIIC. DESIGN SHOWNCATESTHECSUITABILI Y AIR)USC OFATHISGCOMPONEN RFOROANVNBUI DING ISLTHEORESPONSIBILIT MDr TOE OUR.FAC. 1 .00 FROM MRR
Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2.
11/21/2012 SPACING 24.0” JREF- 1 URD561_Z13
' 1 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. I
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.
2X3 III 3X5= 3X6=
1-4-0
1-4-0
.A 9-0-0
3X5= x 3X3=
3X4=
<< 1-10-10 >
o"12
2-1-2
2-1-6 sJ�< 2-1-2 1-4-12
Ez 5-7-4 Over 2 Supports
R=1428 W=5.5" R=-265
Design Crit: CUSTOM/TPI-2007(STD) .VD PRC?PE
PLT TYP, Wave FT/RT=6%(0%)/4(1) 10,03, „4+ ., .� `,tY:1 OR/-/1/-/-/R/- Scale =,75"/Ft,
Trus-Way,Inc 360-750-1470 •'DARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. �y
3901 NE 68th St.,Vancouver WA REFER TO SCSI (BUILDING COMPONEN SAFE Y INFORM TIDN). PUBLISHED eV TPI (TRUSS PLATE INSTITUTE, 2le cid 14655 9 j�'p - TC( LL 40.0 PSF REF R561-- 17909
NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22310)ANO WiCA(WOOD TRUSS COUNCIL OF gMEftICA, 6300 i r^ 1< TC DL 10.0 PSF DATE 11/21/12
ENTERPRISE LANE, MADISON, WI 53)19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS _ .- 0 .
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ' y.
A PROPERLY ATTACHED RIGID CEILING.
L.. V BC DL 5.0 PSF DRW CAUSR561 12326001
''IMPORTANT' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS
OREGON $
iii GROUP. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS ' 4'
`b�7,4Ae' pq+/ BC LL 0.0 PSF CA-ENG TSB/CWC
ALPINE IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING A BRACING OF TRUSSES. 3' y .. "N
DESIGN CONFORMS WITH APPLICABLE 20 PROVISIONS OFH/NDS(ASTIR ADESIGN SPEC, BY AG/H.S AND TPI. ALPINE '.. / CI,O TOT.LD. 55.0 PSF SEQN- 2484 5 REV
CONNECTOR PLATES ARE MADE OF LE/PROVISA(S,OFS NDS)NOTA ABS)AGRADEISPEC, (Y, X/PUSS) GALT. STEEL. APPLY F,
PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160'-Z. _
ANY INSPECTION OF PLATES FOLLOWED BV ('I SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS
DUR,FAC, 1 .00 F ROM MRRFEW Building Components Group,Inc. DRWSHWATESTACCPAROHECOMREGT UILYINLSLYTFONTSRUSCMPN —XP '—" -s3
Sacramento,CA 95828 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. SPACING2 4,O" J REF- 1 U RD5 6 1 Z 1 3
11/21/7012 —
(124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F13) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
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 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.
-
•
•
1X3111 3X4
■; MIMI
ii
1-4-0 I 1-4-0
ME IIIMINIMMEIMil
I M
A „ 9-0-0
3X3=
3X3=
"4
IE 2-0-4 >{< 1-4-12----›-
k3-7-4 Over 2 Supports
R=213 W=4.125" R=184
Design Crit: CUSTOM/TPI-2007(STD) 4,i++,$ai�'� P�O�€,
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.r 41 :3 OR/-/1/-/-/R/- Scale =1"/Ft.
Tnts-Way,Inc 360-750-1470 . DARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. 4(r ---1465g.
3901 NE 68th St.,Vancouver WA REFER TO SCSI , SUITING COMPONENT SAFETY 22314)AND PUBLISHED 8V TPI (TRUSS PLATE INSTITUTE, 218 -,T
TC LL 40.0 PSF REF R561-- 17910
NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314)OND WTCA(WOOD TRUSS COUNCIL OF AMEft ICA, 6300 .--- i
ENTERPRISE LANE, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS .....c.----.- -' TC DL 10.0 PSF DATE 11/20/12
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE "' e
A PROPERLY ATTACHED RIGID CEILING.
OREGON '. BC DL 5.0 PSF DRW CAUSR561 12325317
"INPORTRNT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IlW BUILDING COMPONENTS V 9
mow GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS ! '�M, 7,A � S f BC LL 0.0 PSF CA-ENG TSB/CWC
ALPINE 1 IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. t{S
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFAPA)AND TPI. ALPINE a t''A 1, s CON
CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/X)ASTM A653 GRADE 40/60(W, X/H.SS)GALV. STEEL. APPLY K(� TOT.LD. 55.0 PSF S EQN- 1236
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 A3 OF TPI1-2002 SECS. A SEAL ON THIS _,,;P _ 31_,;,,
ITW Building Components Group.Inc. DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT — - - DUR.FAC. 1 .00 FROM MRR
Sacramento,CA 95828 DESIGN SHOWN HE SUITABILI Y AND USE OF THIS COMPONENT FOR ANV BUILDING IS THE RESPONSIBILI V OF THE
BUILDING DESIGNER PER ANSI/TPI 1 SEC. . 11/21/2012 SPACING 24.0" JREF- 1URD561 Z13
t
(124335-LEGEND HOMES PLAN ASPEN B FLOORS -- WILSONVILLE, OR - F14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
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
Connectors ingreen lumber into I-Joist flanges, (may be nailed after end is trimmed). I-Joist:
(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
_ ://///////://
1-4-0
///////////: 1-4-0
)'
•
3X4= 3X3=
1<-0-10-10--›- 3X3
012
1 0 60 >I.- 2-1-2
2-1-2 }I` 1-4-12
1-4-12
1. 4-7-4 Over 2 Supports
R=848 W=5.5" R=90
Design Crit: CUSTOM/TPI-2007(STD) PRO7i
PLT TYP. Wave FT/RT=6%(0%)/4(1) 10.03.,9 • ~ .=.-., S TY:6 OR/-/1/-/-/R/- Scale =1"/Ft.
� ~+' o
Trus-Way,Inc 360-750-1470rHORTRNTO BCSI ET(,sn'i REQUIRE2, ALEXAN RIA, V I, 223141 AN)FABRICATION.PA (WOOD BY TPIPCOUNCSSSPLATEING AND ERIC UTEC2 8 ti,v--14659 TC LL 40.0 PSF REF R561-- 17911
3901 NE 6Stlr SL,Vancouver WA NpRTH LEE STREET, SUITE 312. ALE%ANDRIA, Vq, 22314)ANO W CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 _ r
ENTERPRISE LANE. MADISON. WI 53119)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0. C/ _,,,,I11,.,�- 3, > TC DL 10.0 PSF DATE 11/20/12
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE t F-
7 f
A PROPERLY ATTACHED RIGID CEILING.
-----_- - }` -' I BC DL 5.0 PSF DRW CAUSRS61 12325318
"IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITV BUILDING COMPONENTS QHEG08
GROUP. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS wfl���ryry ,,rrrrrraa ��
nimir ALPINE I IN DESIGNFORMANCE CONFURMSTITH WITHTPI: OR gPPLICABLERPROVIS PRG.OVISING. SHIPPING.IONS (NATIONAL DESSGNLSPEC,bBYRggF�q)Oq�RTP,ES. ALPINE 'F! a • {. L}W� i...,1;;;,/
� BC LL 0.0 PSF CA-ENG TSB/CWC
PLATESCONNECTTR TO EACHES FACEEOFATE OF TRUSS AND.B/IINLESSWOTHERWISEASTM LOCATED3ONRTHISDE 4DESIIGN, POSITION PERVDRAWINGS 100A-Z. id�Y�T O TOT.LD. 55.0 PSF S EQN- 1241
ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS R� %�.
ITW Building Components Group,Inc. ORATING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DU R.FAC. 1 .00
Sacramento,CA 95828 DESIGN SHOWN. THE SUITgBILITY AND USE OF THIS COMPONEN FOR ANV BUILDING IS THE RESPONSIBILI Y OF THE '. -13FROM MRR
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2.
11I2U2012 SPACING 24.0" JREF- 1URD561_Z13