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JOB NO:
ASSUMED TO BE A 6' BERM 0416169
TO FACE OF WALL !
PAGE NO:
1 OF I
Alpine, an ITW Company
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116
Page 1 of] Document ID:1 VPZ7175Z0920105140
Truss Fabricator: Truss Components of Oregon
Job Identification: 0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERIFY,
Model Code: I RC .00) PROFF
Truss Criteria: I RC2012/TPI-2007(STD) cPrefir
Engineering software: Alpine proprietary truss analysis software. Version 16.01. 4c '4b9y�' '•
Truss Design Loads: Roof - 42 PSF @ 1.15 Duration
Floor - N/A
Wind - 120 MPH (ASCE 7-10-Closed)
Notes:
401.:4.0.4
FC 7,19$9 irV
1. Determination as to the suitability of these truss components for the RengM GHAQQ
structure is the responsi bi l i ty of the building designer/engineer of Renews:12/31/2017
record, as defined in ANSI/TPI 1.
2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175
Details: BRCLBSUB-HIPFRAME •
-
Submitted by CWC 10:50:00 04-20-2016 Reviewer: CWC
$ $
# Ref Description Drawing# Date # Ref Description Drawing# Date
1 91903--FG 16111110 04/20/16 39 91941--BG
16111139 04/20/16
2 91904--F 16111108 04/20/16 40 91942--B 16111139 04/20/16
3 91905--F1
16111109 04/20/16 41 91943-41 16111148 04/20/16
4 91906--F2 16111111 04/20/16 42 91944--B2 16111149 04/20/16
5 91907--F3 16111112 04/20/16 43 91945--B2G
16111151 04/20/16
6 91908--F4 16111113 04/20/16 44 91946--H 16171151 04/20/16
7 91909--F5
16111140 04/20/16 45 91947--QG 16111152 04/20/16
8 91910--F6 16111114 04/20/16 46 91948--CG 16111153 04/20/16
9 91911--F7 16111115 04/20/16 47 91949--C
16111154 04/20/16
10 91912--G5 16111116 04/20/16 48 91950--C1 16111155 04/20/16
11 91913--G4
16111117 04/20/16 49 91951--DG 16111156 04/20/16
12 91914--G3 16111118 04/20/16 50 91952--D
16111157 04/20/16
13 91915--G2 16111119 04/20/16 51 91953--D1 16111158 04/20/16
14 91916--G1
16111120 04/20/16 52 91954--E 16111159 04/20/16
15 91917--G 16111121 04/20/16 53 91955--E1
16 91918--GG 16111122 04/20/161611116 04/20/16
54
17 91919--MG 16111123 04/20/16 91956--E2 161111612 04/20/16
55 91957--E3 16111162
18 91920--M 16111124 04/20/16 04/20/16
56 91958--EG 16111163 04/20/16
19 91921--M1 16111125 04/20/16
57 91959--A 16111164 04/20/16
20 91922--M2 16111126 04/20/16
21 91923--M3 58 91960--A1 16111165 04/20/16
16111127 04/20/16 59 91961--A3 16111166 04/20/16
22 91924--OG 16111128 04/20/16 60 91962--A4 16111167 04/20/16
23 91925--0 16111129 04/20/16 61 91963--A5 16111168 04/20/16
24 91926--01 16111130 04/20/16 62 91964--A2 16111169 04/20/16
25 91927--02 16111131 04/20/16 63 91965--R1 16111170 04/20/16
26 91928--03 16111132 04/20/16 64 91966--R2 16111171 04/20/16
27 91929--FT1 16111133 04/20/16 65 91967--R3 16111172 04/20/16
28 91930--FT2 16111134 04/20/16
29 91931--FT3 16111135 04/20/16
30 91932--FT4 16111136 04/20/16
31 91933--LG 16111137 04/20/16
32 91934--JG 16111138 04/20/16
33 91935--KG 16111141 04/20/16
34 91936--IG 16111142 04/20/16
35 91937--I 16111143 04/20/16
36 91938--NG 16111144 04/20/16
37 91939--PG 16111145 04/20/16
38 91940--P 16111146 04/20/16
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - FG)
Top chord 2x4 DF-L 2400f-2.OE Ti: 2x4 HF #2: Special Ioads
Bot chord 2x6 DF-L SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
Webs 2x4 HF Std/Stud :W2, W4, W10 2x4 HF #2: TC- From 71 plf at 0.00 to 71 plf at 1.94
:W12 2x4 HF #1&Bet.: TC- From 36 plf at 1.94 to 36 plf at 27.83
BC- From 7 plf at 0.00 to 7 plf at 27.83
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 309.20 I b Conc. Load at 2.00, 4.00, 6.00, 8.00
anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC 10.00,12.00,14.00,16.00,18.00,20.00,22.00,24.00,26.00
DL=4.2 psf.
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat IC @ 24"
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC.
load applied per IRC-12 section 301.5.
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
JT PLATE LATERAL CHORD factor for dead I oad i s 1.50.
No SIZE SHIFT BITE
[ 4] W5X5 1.75 R 1.75
[ 8] W4X8 2.00 R 1.75
[19] W4X12 S 1.75
[20] W4X5 1.75 R 1.25
[21] W6X8 3.00 L 2.00
3X5=
6X10= 3X5=
4 4X8= 1.5X4111 4X5[20]= 5X10=
T1 a 7- T
•
2-3-15 W4 % 2-10-4 2-11-11
r II i I C +9-0-0 _L _L
5X5[4]-- 4X8[8]= 4X8- H0612= 6X8[21]= 4X5 III
5X7(R)%
4X12[19]
4X5 III
LJ-11-4_,.. 5-0-6 5-2-2 5-2-2 5-2-2 'I` 5-3-14
11-11-4- 5-0-6 5-2-2 I 5-2-2 I 5-2-2 5-3-14 'I
1-11-4
I, ,I, 25-10-12 J
f` 27-10-0 Over 2 Supports >1
R=2656 U=24 R=2616 U=24 W=3.5"
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00. it 4,1) ,r•OP 'TY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft.
Truss Components of Oregon (503)357-2118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4 TC LL 25.0 PSF REF R7175- 91903
825 N 4th Ave,Cornelius OR 97113 ••I yparr Nr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses requl re extreme care In fabrl call ng, handling, shipping, Installing and bracing. Refer to and follow
the Iatest edition of BCSI (Bull di ng Component Safety Information, by TPI and etrCA) for safety practices prl or kg
to Performing these functions. I nstal I ers shall provide temporary bracing per BCSI. Unless noted otherwl se, r
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 0 0 PSF 04/20/16
w
14659. 01111,4,
9 DATE
rl gid cel l l ng. Locations shown for permanent lateral rostral nt of webs shall have brawn installed BC51 ` BC DL 17.0 PSF
g per W' 1 DRW CAUSR71 75 16111110
,4
T. sections 83, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on
LD)I I I the Joint Beta'l s, enl ees noted otherwi se. Refer to drawl ngs 160A-Z for standard pl ate pose ti ons BC LL 0.0 PSF CA ENG CWC/CWC
I �1 I Al pine, a di vi si on of I NG TH
the truss In conformance with ANSI/TPI 1, or for handling, shi poi ng,
AN ITW COMPANY i nstal I ati on s brad ng of treses f a9 " TOT. LD. 42.0 PSF SEON- 34361
. A seal on this drawl ng or cover page I 1 st1 n0 thl s drawl eg, I ndl cotes acceptance of professl onal enol nears ng 9• �'•7,%9 Q�
respond bl l l ty solely for the design shown. The sul Lobi llty and use of this drawing for any structure Is the
8351 Royanacvcle responslbl Illy of the Bid Idl g Dealpor per ANSI/TPI 1 Sec.2. r/ow•Go. DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more Infermati on a this Job's general notes page and these web sites: SPACI NG 24.0" JREF- 1VPZ7175ZO9
ALPINE: www.al pi nei tw.com; TPI: www.tpl not.erg; wTCA: www.sbci ndustry.com: ICC. wwwi ccsafe.org Renews:12/31/2017
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - F) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud :W10 2x4 DF-L Std/Stud: DL=4.2 psf.
End verticals not exposed to wi nd pressure. • Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member
In Iieu of structural panel s use purlins to brace all flat TC @ 24" desi gn.
OC.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5.
factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf,
JT PLATE LATERAL CHORD Ct=1.10, Ce=1. 10, CAT II & Pf=21.17 psf.
No SIZE SHIFT BITE
[ 4] W3X5 2.25 R 1.25
[ 8] W3X5 2.00 R 1.25
[19] W4X5 2.00 L 1.25
4X8= 3X5= 3X5= 1. 5X4 III 3X5= 5X7=
al— � 4
4X5 \ 1.5X4 III -7-
T
2-3-15 3-2-10 3-7-11
49 9-0-0 _L
3X5111 3X5[4]= 3X5[8]= 3X7= 3X5= 4X5[19]=
L 3X5(R) HI
I 3-11-4 �` 5_x_0 I 5-8-12 �` 5-8-12 I 5-7-0 .1t-3-41
5-8-12 �l 5-8-12 6-10-4 '1
III��– 3-11-4 ,I, 22-7-8 ..1– J
I-' 27-10-0 Over 2 Supports
R=1200
R=1314 W=3.5"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00: DI 8F104., Y: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft.
Truss Components of Oregon (503)357-'2118 ••WARM NGI w•READ AND FOLLOW ALL NOTES ON THIS DRAIN NG! �� TC LL 25.0 PSF
825 N4th Ave,Cornelius OR97113 ••INpORTANr•• FURNISH TITS DIMING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175 91904
Trusses regui re extreme care In fabricating, handl log, shl poi ng, Installing and bract no. Refer to and follow d
the I edi ti on of BCSI (Sul l di ng Component Safety Informatl on, by TPI and wTCA) for safety practices priorCC li'
to Performing these functions. Installers shall Provide temporary bracing Per BCSI. Unless noted otherwise.,Alibi14659
7 Q
top chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached r 6
rigid ceiIing. Locatl ons shown for permanent I ateral restralnt of webs shall have bracing instalIed per SCSI • I...I� 04/ 0/1
TC DL 10 0 PSF DATE 2
,4 r O]O
T. sections B3 B)or 510 as applicable. Apply plates to each face of truss and position as shown aboveandon
BC DL PSF DRW CAUSR7175 16111108
Illi L I the Jol nt Betel ls, unless noted otherwl se Refer to drawl ngs 160A-
gs for standard plate positions. 0.0 PSF CA-ENG PBC/CWC
I Al pi ng, a yl vi si or of TW l di hl no Components Group Inc. shat not b1 rorpfori hl a for any i ppi ngl on from thl s •ai e BC LL
drawi ng, any failure to bulltl the truss In conformance wi tM1 ANSI/TPI 1, or for handling, shl ppin
AN ITW COMPANY metal I ail on A brad ng of trusses. 9' 9 •FC 7, 190 �i'F' TOT. LD. 42.0 PSF SEAN- 34363
. A seal on this drawl lig er Cover pale I i st 111g this drawl ng I WI Cates reptant*of prof sol Mel 1 meati
responsl bl l l ty sol ely for the design shows The sul tabl l ng,
and use of thls drawl ng for any structure Isnthe
8351 Rovana Circle responslbl l lty of the Run dl ng Designer per NISI/791 1 Sec.2.
r'ANwr Cr OUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformati on see Chi s j ob•s general notes page and these web si tee:
ALPINE: www.aIplmeitw.corn: TPI: www.tpinsferg; wTCA: www.sbci ndustry.corn: ICC: www.Icosafe.org Renews:12131/2017 SPACING 24.0" JREF- 1VPZ7175ZO9
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - Fl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 HF Std/Stud :W4, W6, W8 2x4 HF #2: DL=4.2 psf.
End verticals not exposed to wind pressure. Wi nd loads and reactions based on MWFRS wi th additional C&C member
In Iieu of structural panel s use purlins to brace all flat TC @ 24" desi gn.
OC.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Deflection meets L/360 Iive and L/240 total load. Creep increase load applied per IRC-12 section 301.5.
factor for dead load is 1.50. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf,
JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
No SIZE SHI FT BITE
[ 4] W3X5 1.25 R 1.25
[14] W3X10 S 1.25
[18] W3X5 2.25 L 1.25
[21] W2X4 S 2.50
5X7= 3X5= 1. 5X4111 4X8=
4
4X5---5-- 4 m R \�
Toi W4 W6
W8 4-3-11
2-3-15 3-2-10
NI
m 0 , 9-0-0 _L _
3X5111 3X5[4]= 3X5= 3X5= 3X10[14]= 3X5[18]
2X4[21] Ill
5-11-4 6-1-15
5-11-4 " 6-1-15 ,. 6-3-11 ›...c6-1-15 ›.-.( 3-3-4
6-3-11 6-1-15 3-3-4
II_ 5-11-4 ,I, 18-7-8 J, 3-3-4 J
I< 27-10-0 Over 2 Supports
R=1184
RL=23 R=1208 W=3.5"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TW. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 .
QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft.
Truss Components of Oregon (503)357-2118 '*WARM NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 11 FF
825 N 4th Ave,Cornelius OR 97113 ••IIWORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. >riAirirTC LL 25.0 PSF REF R7175- 91905
Trusses regal re extreme care in Fabricating, handl l ng, shi ppl ng, Installing and bracing. Refer to and follow
the Iatest edition Of°CSI (Building Component Safety Information, by TPI and VRA) for safety practices prior 4, �• TC DL 1 0.0 PSF DATE 04/20/16
to perform)ng these functions. Installers shall provide temporary bracing per°CSI. Unless noted otherwise, 14659��
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �: r
rigid ceiling. Locations shown For permanent lateral rostral nt of webs shall have bracing installed per°CSI BC DL 7.0 PSF DRW CAUSR7175 16111109
Ail
O`� II n spit)ons 63, 87 or B1O, as applicable. Apply plates to each face of trussandposition as shown above and on
II L J I the Joint Dotal l s, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons.
pine, a di vi sl On of ITV Sul l di ng Components Group Inc. shall not be respond ble for any devl at!on from this BC LL 0.0 PSF CA-ENG PBC/CWC
drawl ng, any Fall are to bul l d the truss I n conformance wi th ANSI/TPI 1, or For handl I ng, shi ppi ng,
AN ITW COMPANY nstal I ati on A braci ng of trusses.
. A seal on this drawl ng or Cover page IIsting tms drawl ng, Indlutss acceptance of professlonel eginoering ,9 'FC> VI- s" TOT. LD. 42.0 PSF SEAN- 34366
poral bl I I ty sol el y for the deal n sheen. The Sul tab!I I ty and use of this drawl ng for any stricture I a the A-}'
8351 RovanaCircle respanslbl I Ity of the a,nallg Dealgner per a+syTr! t sob.z. p IS‘ DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more information see this 1 ob.s general notes page and these web sl res: -/�I�W.CHS'
ALPINE: www.al pi net tw.com: TPI: www.tpinst.erg: wTCA, www.sbcindostry.com: ICC www.Iccsafe org SPACI NG 24.0" J REF- 1 VPZ7 1 75209
Rnnatoc•t7/3tnnn
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - F2)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 HF Std/Stud :W5, W7, W9, W10, W11 2x4 HF #2: DL=4.2 psf.
Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member
desi gn.
In Iieu of structural panel s use purlins to brace all flat TC @ 24"
OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
load applied per IRC-12 section 301.5.
Deflection meets L/360 Iive and L/240 total load. Creep increase
factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
JT PLATE LATERAL CHORD
No SIZE SHI FT BITE
[ 3] W3X5 1.75 R 2.50
[ 4] W3X5 S 1.25
[13] W3X7 2.00 R 1.25
[17] W4X5 S 1.25
1. 5X4 III
5X7= 1. 5X4 III W9
1012-
3X5[4]-.:---
...4 ,---
012=3X5[4] — — 9 4 T
1 1 11‘
Iiiiiiiil
1. 5X4 III
W5 _ 11-10-0
8X10 5X5(A2 = 4-11-11
2-3-15 W11 2-10-0
I 111 =
al ■ 10 n 1! +9-0-0 L
3X5(R)[3] III 3X5= 3X5= 4X5(R)[17] III
3X7[13]= 1. 5X4111 Lc_2-0-0>J
I, 3-11-10 7-9-8 3-11-10 1,1c 7-3-17 5-82 >I‹ 7-3-127 ...0.77-.14„7- 339-10
I' 11-
7-11-4 ,I, 14-7-8 ,l, 5-5-4 >
24-4-0 —I— 3-8-0
e 28-0-0 Over 2 Supports >
R=1179 R=1354 U=3 W=5.5"
RL=43/-32
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft.
Truss Components of Oregon ((503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! yteikt1 e 04 TC LL 25.0 PSF
825 N 4th Ave,Cornelius OR 97113 ••IIIPDRFNEF.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,. REF R7175- 91906
Trusses require extreme care In fabricating, handling, shi pal ng, install log and bracing. Refer to and follow
the latest edi tion of BCSI (Buil di ng Component Safety I nformati on, by TPI and wSCSI for safety practices pri or [? l,1' TC DL 10.0 PSF DATE 04/20/16
n to performing these functions. Installers shall provide temporary brad ng per BCSI. Unless noted otherwise. *1. 14859
4B 5 J 'Q
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` r BC DL 7.0 PSF
ri gid cel I i ng. Locate ons shown for permanent 1 ateral trai nt of webs shat I have brad ng I o=ral led per BCSI DRW CAUSR71 75 16111111
,4 �O�O 1 Sections 53, 57 or 810, as applicable. Apply plates to each face of trussandpost ti on as shown above and on
I me Joint Details, unless noted otherwise. Refer to drawings 160A-z for standard Plate posdtlons. BC LL 0.0 PSF CA-ENG CWC/CWC
I Alpine, a di vi sl on of ITV Bui I ng Components Group Inc. shall not be responsible for any devl ati on from this
drawl ng, any fol l sane to build the truss In conformance with ANSI/TPI 1, or for handling, shi poi ng, e::. e
AN ITW COMPANY I nstal I ate on&brad ng of trusses. v TOT. LD. 42.0 PSF SEAN- 34370
. A seal on the a drawl ng Sr cover page I I Ott ng tins drawl ng, I nil sates acceptance Sr profess'oral anal neer'ng O C.
7 19-9
response bl l l ty solely for the design shows. The sal tablllty end use Sr this drawing for any structure Is the
8351 Rovana Circle respons'blI Ity of the Hu!Iding gasigoer per ANSI/TPE 1 SBC.2. sjYgNw•G�pr DUR. FAC. 1. 15 FROM BB
Sactamento,CA9582R For more infprmetien see this fob.s general fetes Page and these web sites: SPACING 24.0" JREF- 1VPZ7175Z09
ALPINE: www.al pi mei tw.Com; TPI: WON.tpl est.ore; WTCA: www,sbcl ndus[ry.Com; ICC. www.lccsafe.org Rwnaws•iDftit2Ot7
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -WI ndwOOd 1247A std heel -- VERIFY VERT FY, OR - F3)
Top chord 2x4 HF #2 (I) - plates so marked were sized using 0% Fabrication
Bot chord 2x4 HF #2 Tolerance, 0 degrees Rotati onal Tolerance, and/or zero Positioning
Webs 2x4 HF Std/Stud :W4, W6 2x4 HF #2: Tolerance.
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member
anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC desi gn.
DL=4.2 psf.
Left end vertical not exposed to wi nd pressure. Cal cul ated hori zontal defl ecti on i s 0.25" due to Iive I oad and 0.26"
due to dead I oad.
I n Iieu of structural panel s use purlins to brace all fl at TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
OC. load applied per IRC-12 section 301.5.
Deflection meets L/360 Iive and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf,
factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
JT PLATE LATERAL CHORD
No SIZE SHI FT BITE
[ 2] W2X4 S 2.50
[ 4] W4X8 S 1.25
[ 5] W3X12 4.50 L 1.25
[10] W3X5 S 1.25
[11] W3X5 S 1.25
[19] W3X7 2.00 R 1.25 3X5[10]
4X8= 1. 5X4 III 5X7---
4 ,
X7=4l— %m a
r
3X12[5]
4X5
5-7-11 -- 'I W �� 11-10-0
6 SS0514(I)= 4X8= 1. 5X4 III
3X5[11] 4X5(A2)_
2-3-15 2-10-0 3X7[19]
+9-0-0
2X4[2] III 4X8[4]= 1. 5X4 III
L2-0-0>I
L
I 2-10-8 ,,I, 2-11-8 -I- 3-11-8 "1"1" 5-5-82 'I 5535-8 7-3-8
9-11-4 10-7-8 ...1... 7-5-4
5-10-0 T 22-2-0
28-0-0 Over 2 Supports
R=1179
RL=51/-40 R=1354 U=2 W=5.5"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. 18 Gauge HS,Wave FT/RT=2%(O%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft.
Truss Components of Oregon (503)357-2118 ..WARM NGI Ye READ AND FOLLOW ALL NOTES ON THIS DRAWING!
825 N4th Ave,Cornelius OR 97113 "IWPoRTANr•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE IxsraLLEIa. ��,�� �F�. TC LL 25.0 PSF REF R7175- 91907
Trusses require extreme care in fabrl cats ng, handl ing, shl ppi ng, Installing and bracing. Refer to and follow
the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior TC DL 1 0.0 PSF DATE 04/20/16
n to perform)ng these function. Installers shall provide temporary bracing per SCSI. gni ess noted otherwise. 14659 '7
Toppi chord shaglI have properly attached structural sheath!ng and bottom chord shall have a proper) attached �'
regti ons I In B)Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI
„AIN
Ali O�� or B10, as app)I cab)e. Apply pi aces to each face of truss and poli tl on as shown above and on ,..,,,,,:m.
r DL 7.0 PSF RW CAUSR7175 16111112
IIL the Jol nt petails, unless noted otherwise. Refer to drawl:mg:,160A-Z for standartl plate post tl ons BC DRW
rI wi ng, a yl fi i l ur of bw l di I hi rg usspI necos ormap Inc. t Al not b1 rorpfori hl a for any i ppi ng,on from thi
BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any failure to but d the truss i n conformance WI th ANSI/TPI 1, or for handl ng, shl ppi ng, �.•, �,
AN ITW COMPANY I trusses.
A—.2.thla dr!rwnp or Cohen pope Iletl09 tills drewrq Intllnetss oeeaptents oT pfOfasslonel s moon IN �fi 'it.7t,�{'ses \Wv TOT. LD. 42.0 PSF SEAN- 34372
elty solely for the Action ehoen. The eultebllity and sea of thin drew np for any struettura Is the 7af/
8351 Rovaea Circle respons I11 ty of the Bull 31 np Designer per ANSI/TPI 1 See.2. L yW CO OUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformati on see chi s j ob.s general notes page and these web si ter: Op It
WW•V��
ALPINE: www.al pineitw.cony TPI: www.tpi nst.org; WIC, wuw.sbclndustry.com; ICC: www.lccsafe.org SPACI NG 24.0" J REF- 1 VPZ7 1 75209
Renown:12/31,2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - F4)
Top chord 2x4 HF #2 (**) 1 plate(s) require special positioning. Refer to
Bot chord 2x4 HF #2 :B2 2x4 DF-L #2: scaled plate plot details for special positioning requirements.
Webs 2x4 HF Std/Stud :W4, W6, W9 2x4 HF #2:
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Left end verti cal not exposed to wi nd pressure. anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC
DL=4.2 psf.
Cal cul ated hori zontal defl ecti on i s 0.26" due to I i ve I oad and 0.25"
due to dead load. Wind loads and reactions based on MWFRS with additional C&C member
desi gn.
(a) #3 or better scab reinforcement. Same size & 80% length of web
member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. In Iieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead I oad i s 1.50.
Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 4] W4X8 S 1.25
[ 5] W3X12 4.25 L 1.25
[10] W4X5 S 1.25
[11] W4X5 S 1.25
6X6= 5X7no
4 L_ 1. 5X4
4X5[10]
3X12[5]- (a) W9 4
6-3-11 4X5
W4 n �_ +11-10-0
H0612(**)(I) 624X5[11]= 4X5= 3X7 4X5(A2)
2-3-15 W6 2-10-0
L _ C 0 $ 9-0-0
3X5111 4X8[4]' 1. 5X4 III
L2-0-0>1
2-10-8 2-9-12 6-3-0 6-7-8 4-3-12 5-1-8
2-10-8 2-11-8 5-11-8 6-11-0 9-3-8
11-11-4 ,I, 6-7-8 ,I. 9-5-4
5-10-0 —f` 22-2-0
28-0-0 Over 2 Supports >
R=1218 R=1406 W=5.5"
RL=60/-49
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00.0 . R.1 QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft.
P
Truss Components of Oregon (503 357-'118 "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Q, a VRF REF RR7175- 91908
•I THIS 825 N 4th Ave,Cornelius OR 97113 • IWORTAt r• FURNISH I S DRAWING TO ALL CONTRACTORS I NCLUOI ND THE INSTALLERS. '� IC LL 25.0 PSF
Trusses recite re extreme care In fabri eati ng, handling, she ppi ng, instal l l ng and bracing. Refer to and Poll ow
the latest edition of BCSI nreiding Component Safety Information, by TPI and WTCA) for safety practices prior e' 14659 TC DL 10.0 PSF DATE 04/20/16
to performing these functions. I nstal I ere shall prove de temporary brace ng per SCSI. Unless noted otherwise, e�..
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached `
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have brace ng installed per SCSIIlli � J • BC DL 7.0 PSF DRW CAUSR7175 16111113
,4 r ` I ' sections B3 B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on
I the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC
Al pi ne, a di vi si on of I TW Bul!di ng Components Group 1 nc. shad I not be responsi bl a for any deal ati on from thi s
drawing, any fel lure to build the truss In conformance wl th ANSI/TPI 1, or for handl l ng, she ppi ng,
AN ITW COMPANY install ail on A bracing of trusses. f g9 TOT. LD. 42.0 PSF SEAN- 34376
A,....n.:1,4=;9,4,,,,:cover pep.II std rep ml s dread e, I real ores eee.ptenee of DroPobl ones ental me.rl rep 9, Q 7.19 Q�
respon e the dead gn sm.e. Tree s.1 tebl f I ty end vat or tm s ar.e1 na Tor Rey.t Oran d a tree �r/�M w.GNPQ DU R. FAC. 1. 15 FROM B B
8351 Rovana Cycle response blllty or the eulldllg Deal goer per Nal irvl 1 see.z.
Sacramento,CA 95828 For more Information see this jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1VPZ7175Z09
ALPINE: woe,al pl reel tw.corn: TPI: www.tpi rest.org; WIC, waw.sbci ndustry.corn: ICC: wwr.I ccsafe.org Renews:12/31/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - F5)
Top chord 2x4 HF #2 Ti: 2x4 HF #1&Bet.: Negative reaction(s) of -510# MAX. (See below) from a non-wind load
Bot chord 2x4 HF #2 case requi res uplift connecti on.
Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2:
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located scaled plate(plotedetaui ilspforeci as l ecialosi 1posni ittioningrrequirements.
anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC p p p p g q
DL=4.2 psf. Wi nd loads and reacti ons based on MWFRS with additional C&C member
Cal cul ated hori zontal defl ecti on i s 0.13" due to I i ve I oad and 0.12" desi gn.
due to dead load. (a) Conti nuous lateral restrai nt equal I y spaced on member.
I n Iieu of structural panel s use purlins to brace alI flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
OC. I oad applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep i ncrease Truss desi gned for unbal anced snow load based on Pg=25.00 psf,
factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
JT PLATE LATERAL CHORD
No SIZE SHI FT BITE
[ 7] W4X8 S 1.25
[ 8] W4X5 1.75 L 2.00
5X5= 5X5=
T 3X5% 3X5% x,�s
1.5X4111
3X5
4X8[7]; a
6-11-11 ee
„00000000000.
4 --
�� +11-10-0
WZ W4 H0514(**)(I) = 5X12= 3X5= 1. 5X4111
2-10-0 4X5(A2)
9-0-0
4X5(A2)= 4X5[8]
==-
1.5X4 III
I2-0-0_I
6-0 0 >1< 28-0-0 >I2-0-0J
6-3-14
I 6-3-14 1` 5-4-6
5-6-2 ..3.1: 4-2-67 1-84-0 10 2-11 --7-80I 55 2102 I 6-1-8
6-1-8
I2
I19-11-4 - - . 11-5-4 `11-10-0
22-2-0
34-0-0 Over 3 Supports >
R=-510 U=187 W=5.5" R=1334 W=5.5"
RL=100/-80 R=2657 W=5.5"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00. 1114ROp,.•TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft.
Truss Components ofCornelius
on (503)357-1118 •'WARNI NGI••HEAD AND FOLLOW ALL
NOTES RA ON ells LUDI NG! ; �� TC LL 25.0 PSF REF R7175 91909_
825 N 4th Ave,Comehus OR 97113 "I�� P RHI SH THIS ORAYI NG M ALL CONTR CTDRS 1 NCLWI NG THE I NSTALLERs. ''``
Trusses require extreme care In fabricating, handling, shi ppl ng, installing and bract ng. Refer to and follow V
the latest ed,Sl on of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 14659 'r TC DL 1 0.0 PSF DATE 04/20/16
a to perform)ng these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherw;se, r' __
Allikkik top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached
"gid telling. Locations shown far permanent lateral restraint of webs shall have bracing Installed per SCSI t 1/ BC DL 7.0 PSF DRW CAUSR7175 16111140
,4 r Twt;ons B3, 8T or 810, as applicable. Apply plates to each face of truss and post ti on as shown above and on
II L J O`� I . the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.
elBC LL
pine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this .::• .O. 0.0 PSF CA-ENG CWC/CWC
drawing, any fat Iore to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, -
AN IrweonAPrwY Installow tel
A bracing of trusses.
y 'FC�t Vail 4tf`tl TOT. LD. 42.0 PSF SEON- 34379
. A seal on thl s drawl ng or cover page I I sting thl s drawl ng, I ndl utas acceptance of profess)opal engl neer)ng
respmsl bl l lty solely for the design er per
The sol t1 Sec.y and use of this drawl ng for am structure IS the 'Op, w.01.' DUR. FAC. 1. 15 FROM BB
8351 Rovana Circle responsl blllty of the Sul ldl ng Desi goer per ANSI/TPI 1 See.2.
Sacramento,CA 95828 For more;nforma ti on see thi s J ob's general notes page and these web sites'
ALPINE. www.al pineltw.com: TPI: www.tpinsnerg; WTCA: www.sbcindustry.coonICC www Iccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z09
THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -WIndwood 1247A std heel -- VERIFY VERIFY, OR - F6)
Top chord 2x4 HF #2 Ti: 2x4 HF #1&Bet.: Negative reaction(s) of -350# MAX. (See below) from a non-wind Ioad
Bot chord 2x4 HF #2 case requires uplift connection.
Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2:
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
(a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member
desi gn.
Deflection meets L/360 Iive and L/240 total load. Creep increase
factor for dead load i s 1.50. Truss desi gned for unbal anced snow load based on Pg=25.00 psf,
JT PLATE LATERAL CHORD
Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
No SIZE SHI FT BITE
[ 7] W4X8 S 1.25
[ 8] W4X5 2.25 L 1.75
3X5 0 5X5=
3X5-% a�
3X5
1.5X4 III ,
4X8[7]% —, 4
7-4-15
4 WIS 9 11-10-0
W4 3X5= 1. 5X4 III
3X7= 2-10-0 4X5(A2)
1 = (a) Y
9-0-0
3X5(A1)= 4X5[8]= 1. 5X4 III
5X14=
6-0-0 '� 28-0-0 J2-0-01
5-4-6
6-3-14 5-6-2 4-10-4 9 b-0 4-8-8 5-11-10 I 6-9-6
6-9-6
21-3-0 ,I, 12-9-0
11-10-0 'I— 22-2-0
34-0-0 Over 3 Supports
R=-350 U=190 W=5.5" R=1168 W=5.5"
RL=106/-86 R=2376 W=5.5"
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=28/8(0%)/4(0) 16.01.00. p116p0 TY:4 OR/-/1/-/-/R/- Scale =. 1875"/Ft.
Truss Components of Oregon (503)357-2118 "•WARM NGI cow READ AND FOLLOW ALL NOTES ON THIS DRAWING!
825 N 4th Ave,Cornelius OR 97113 '•I ImDRTANr" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. S��?7`•-- •
brad TC LL 25.0 PSF REF R7175- 91910
Trusses require extreme care In fabricating, handling, shipping, Installing and brang. Refer to and follow �s-
the latest edition of BCSI (Building Component safety Information, by TPI and WrCA) for safety practices prier � 14659 9 TC DL 10.0 PSF DATE 04/20/16
T. to perform)ng these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, � r
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rl gl d cel I I ng. Locati ons shown for permanent 1 Otero) rests)nt of webs shat I have bracing I nstal I ed per BCS! , _.I BC DL 7.0 PSF DRW CAUSR7175 16111114
,4 1 sections 83, B7 or B10, as applI cab)e. Apply plates to each face of truss and position as shown above and on
II L=1 the Joint Betel Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate posiLIons. BC LL 0.0 PSF CA-ENG CWC/CWC
Al pi ne, a dl vi si on of I TW Bui I dl ng Components Group 1 nc. steal 1 not be responsi bl a for any devi at on from thi s •:. _.•
drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handl Ing, shi pp!
PA
AN ITWCOMNY installation s bracing of trusses. 9 'ft 7 00 40 V TOT, LD. 42.0 PSF SEON- 34381
. A seal on this drew'ng or cover page Usti ng rte's drawl ng, Iwdl cotes acceptance of profess'ena' ewwl neer'
respons)bl II ty sal el y for the design shown. The sol tab)I I ty and use of this drawing for any structure Is the ST' NW.GV'' DU R. FAC. 1. 15 FROM BB
8351 Rovana Circle It
rasponsl bl I 1 Ty of the&d 1 dl ng Desi goer per ANSI/Til 1 Sec.2.
Sacramento,CA 95828 Far more informatl on see this job's general notes page and these web sites:
ALPI NE: www.al pi mel tw.come TPI: www.tpi nst.org: WTCA: www.sbcl ndustry.corn, ICC, www.,ccsafe.org Renews:12/31/2017 SPACING 24.0" J REF- 1VPZ7175Z09
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - F7)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC
Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=4.2 psf.
Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member
desi gn.
Cal cul ated hori zontal deflection i s 0.18" due to I i ve I oad and 0.18"
due to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live
load applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf,
Ct=1.18, Ce=1.10, CAT II & Pf=21.17 psf.
4X5=
3X5
3X5
1.5X4 1114
3X10 4
7-4-15
, 0Jma
W2 Ini ar._ 11-10-0
6X8= 3X5= 1. 5X4 III
3-3-15 4X5(A2)
2-10-0 3X7
G
`l 9-0-0
3X5(R) III 1.5X4 III
Lc2-0-0>j
E 2-8-4 4-10-4 4-8-8 _•— 5-11-10 6-9-6
2-10-0 I 9-5-0 5-11-10 ><
6-9-6
12-3-0
2-10-0'I— 22-2-0 12 9-0
25-0-0 Over 2 Supports
R=1050 W=5.5" R=1227 W=5.5"
RL=63/-60
Desi gn Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. til ORO?... Y:5 OR/-/1/-/-/R/- Scale =. 25"/Ft.
Truss Components of Oregon (503)357-2118w`WARNINGI`w READ AND FOLLOWALL NOTESONTHIS DRAWING!
TC LL 25.0 PS F REF R7175 91911
825 N 4th Ave,Cornelius OR 97113 "I IWRORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 5
Trusses regui re extreme care In fabri cat!ng, handl ing, shl ppi ng, Install ing and bracing. Refer to and fol low � •
41
the latest edition of°GSI (ElulIding Component safety Information, by TPI and WTCA)for safety practices prior V TC DL 10.0 PSF DATE 04/20/16
to performing these functl ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwl se,
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 1 I _.� BC DL
ri al d cel 11 ng. Locatl ons shown for permanent lateral rostral nt of webs shat I have bran ng!nstal I ed per BCSI 7.0 PSF DRW CAUSR7175 16111115
actions B3. B7 or B1O, as appl I cable. Apply plates to each face of truss and position as shown above and o
Ail
II�)�fs I I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions n BC LL 0.0 PSF CA ENG CWC/CWC
�_�I' LI I �l I Alpine, a division of ITN Bul!di rg Components Group Inc. shall not be responsible for any deviation from this a
drawl ng, any fol l ure to IAA ld the truss In conformance with ANSI/WI 1, or for handl In shl In _
AN ITwCOMPANY Installations bracing of trusses. g e g' 9 ',e 7 ASO Qtp`r TOT. LD. 42.0 PSF SEON- 34413
A seal on thl s drawl ng or cover page I Intl ng thin drawl ng, I ndl nates acceptance of profess)oral engineering V
respond bill ty tel el y for the deal gn shown. The Sul Lobi I I ty and use oft i s drawl ng for any structure I snthe
8351 Rovana Circle aeponel m l i ty of the 0.1 i dl ng mal finer per anti ATPI 1 s«.2.
1/�M w,Ci�� OUR. FAC. 1. 15 FROM B B
Sacramento,CA95828 For more information see this;ob.s genera, nates page and these web Sites: SPACI NG 24.0" JREF- 1VPZ7175Z09
ALAI Nwww
E: www,al nal mel tw.Com; TPI: .tpi nst.or, ARCA: yew,sbci ndustry.Com; ICC: www.i ccsafe.org Renews:12/3112017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - G5)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=4.2 psf.
Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member
Cal cul ated hori zontal deflection i s 0.20" due to I i ve I oad and 0.18" desi gn.
due to dead load. In Iieu of structural panel s use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC.
load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase
Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50.
Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
4X5= 4X5=
3X5% 2 Mg
3X5
1.5X4 III ` -7 a
3X10
II
6-11-11
i -
W2 1 D 411-10-0
6X8=
1 5X12= 3X5= 1.5X4111
3-3-15 I 4X5(A2)
2-10-0
9-0-0
1. 5X4 III
3X5(R) III
2-10-0-4
5-2-0
8 4-2-6 7-11-8 4-0-10 1 2-11-0 _ 5-3-12J� 6 1-8
II 6-1-8
10-11-4 ,I. 2-7-8 I_
2-10-0 'I` 11-5-4
22-2-0
` 25-0-0 Over 2 Supports >
R=1149 W=5.5"
RL=46/-48 R=1155 W=5.5"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 -. QTY: 1 OR/-/1/-/-/R/- Scale =, 3125"/Ft.
Truss Components of Oregon ((503))357-2118 "WARNI NGI••READ AND FDLLaW ALL NOTES all THIS DRAWING!
825N4th pOnen Cornelius OR 97113 •'INPDRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ��r� �F� TC LL 25.0 PSF REF 87175 91912
Trusses regul re extreme care In fabrl cat'ng, handling, shl ppi ng, Instal l ing and bract no. Refer to and follow ���
the latest etlition of BCSI (Building Component Safety InformaYlon, by WI and WTCA)for safety practices prior /,C. TC DL 1 0.0 PSF DATE
n to perform'ng these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, e 1 46 59 9 04/20/1 b
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �: r
rigid cel l ing. Locations shown for permanent lateral restraint of webs shall have bract ng I nstan ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111116
,4 r O�� 1 secpt'ons B3, 87 or B10, as applIcabl e. Apply plates to each face of truss and position as shown above and on
II• L I the Joint Details, unless noted otherwl se. Refer to drawings 1b0A-Z for standard plate positions.
i Al Inc. a di vl sl on of ITN Building Components Group Inc. shall not be responsible for any deal ati on from this BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fat I ure to but I d the truss I n conformance wl th ANSI/TPI 1, or for handling, sh'ppi ng, •:� a
AN ITN COMPANY metal I an,on A bract ng of trusses.
.F 89 TOT. LD. 42.0 PSF SEAN- 34415
reseal on thio drawl ngor
theicover page I 1 stl ng this drawing, indicates acceptance of profess!ons' 0091 Marl n9 • 0 9
ponsl bl l i tgn shown. The sul tab'II ty and use of this drawing for any structure Is the �S '+' pQ
8351 Rosario Circle roslonol bI I I ty or toe Bel I dl rig Designer per ANSI/TPI 1 Sec.2.
Sacramento,CA 95828 For more I nformatl on see this/ob.s general notes page and these web si tee:
�gNwr GHq. OUR. FAC. 1. 15 FROM BB
ALPI NE: www.el pi net tw.col, WI: www.tpi net.or, WTCA: www.sbci ndustry.com: ICC: www.I ccsefe.org SPACI NG 24.Q" J REF- 1 VPZ71 75209
Renews:12/31/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - G4)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 HF Std/Stud :W2, W7 2x4 HF #2: DL=4.2 psf.
Left end verti cal not exposed to wi nd pressure. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member
desi gn.
Calculated horizontal deflection is 0.16" due to live load and 0.17"
due to dead load. I n Iieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
5X7= 5X7=
3X5*-- a - -L_
1.5X4
W7 a
3X10
p
6-3-11
W2 N� �- 11-10-0
4X12= 3X5= 3X5= 3X7=
3-3-15 4X5(A2)
2-10-0
i i 0 fl
9-0-0
1. 5X4 III
3X5(R) III
2-1040 ` 5 11-8 6 11-0 6-7-8 1r- 4-3-12 5-1-8
9-3-8
8-11-4
2-10-0 I` J— 6-7-8 22-2-0 J, 9-5-4
25-0-0 Over 2 Supports
R=1062 W=5.5" R=1081 W=5.5"
RL=38/-39
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(OB%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft.
Truss Components of Oregon (503 357-2118 **WARM NGI we READ AND FOLLOW ALL NOTES ON THIS DRAM NG! ��1 ' -04
825 N 4th Ave,Cornelius OR 97113 •"1 NTR
pORTANT•• FURNISH TNI S DRAM NG TO ALL CONTRACTORS INCLUDING THE 1 NSTALLERS. ��. TC LL 25.0 PSF REF R7175- 91913
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow tc DATE 04/20/16
the latest edition of BCSI (Building Component Safety Information, by TPI and wren)for safety practices prior 44 \ TC DL 1 0.0 PSF
to performing these functl ons. Installers shall provide temporary bracing per BCS1. Unl essnoted otherwise, e 14659
top chord shall have properly attached structural sheathing and bottom chord shall have a proper!y attached r BC DL 7.0 PSF
ri gl d cel I i ng. Lacon ons shown for permanent I ateral restraint of webs shat I have bract ng I metal I ed per 8051 DRW CAUSR7175 16111117
Ail
�0�� sections B3, Bl or 810, as applicable. Apply plates to each face of truss and position as shown above and on W- I �
II I the Joint Details, unless noted otherwise. Refer to drawings 1600'Z for standard plate positlensBC LL 0.0 PSF CA-ENG CWC/CWC
I ' Alpine, a division of ITW Bui l dl ng Components Group Inc. shall not be respond bre for any deviation from this
drawl ng, any fall ure to but I the truss In conformance with ANSI/TPI 1, or for handling, shi poi ng, �: �•
AN ITW COMPANY I natal I anion 5 bracing of trusses. TOT. LD. 42.0 PSF SEAN- 34417
. A seal on thl s drew ng or cover pope I I stl ng this drawl eg Ind'ceteN acceptance of profess,oral 0091 noerl ng a• WFC 7,19�9 QJ�
respond bill ty sol el y for the des,gn shown. The Sul tab,II ty and use of thl s drawl op for any structure I s the / Q•`V DU R. FAC. 1. 15 FROM BB
8351 ROvana Circle respond bl I I ty of the Boll di ng Reel poet per 0x51/TPI 1 Sac.2. 41")1N w.CN�
Sacramento,CA 95828 For more Information see this job's general notes page and these web sites: SPACI NG 24.0" J REF- 1 VPZ7 1 75209
ALPINE: www,al pi Tei tw.can; TPI: www.tpi net.org; WTCA: www,sbcl ndustry.Com: I CC: www.I ccsafe.org DonewNR'17/11/21117
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - G3)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=4.2 psf,
Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member
Cal cul ated hori zontal deflection i s 0.16" due to I i ve I oad and 0.17" desi gn.
due to dead load. In Iieu of structural panel s use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC.
Ioad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total Ioad. Creep increase
Truss desi gned for unbal anced snow Ioad based on Pg=25.00 psf, factor for dead load is 1.50.
Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
3X55---- 5X5= 1. 5X4111 5X7=
a —
—, 4
3X10-0-
riAimummmimmommir'11111111111111111111111111111111111 °-
I <—
5-7-11
CO2
4X12= 3X5= 1 3X5= — 11-10-0
1. 5X4111
3-3-15 3X7---- 4X5(A2)
2-10-0
/ 1 1 0
49-0-01.5X4 III
3X5(R) III
2-1040 3 11-8 5_5_85-3-12 + 5 3-12 7-5-4
5-5-8 7-3-8
2-10-0 6-11-4 I, 10-7-8 ,l. 7-5-4
22-2-0
25-0-0 Over 2 Supports
R=1057 W=5.5"
RL=30/-31 R=1070 W=5.5"
PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD)
FT/RT=2%D(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft.
Truss Components of Oregon (503)357-1118 ...WARM NGI•' READ AND FOLLOW ALL NOTES ON THI s DRAIn NG! G
825N4th Ave,CorneliusOR97113 ••IMPORTANT•• FURNISHTHISDRAHINGTOALL CONTRACTORS INCLUDINGTHE INSTALLERS. ;4��D Opt. TC LL 25.0 PSF REF R7175 91914
Trusses renin re extreme care In fabrl cat!ng, handl ung, shl ppi ng, Instal l ung and bracing. Refer to and follow
the later` dltlon of BCSI (Building Component Safety Information, by TPI and wTCA) for safety practices prior b T/C� DL 1 0.0 PSF DATE 04/20/16
to performing these functl ons. Installers shall prowl de temporary brae!ng per BCSI. Unl essonoted otherwise. BC DL
top chord shat! have properly attached structural sheathing and bottom chord shall have a peri attached
T. ri gl d ceiling. Locatl ons shown for permanent lateral restral nt of webs shall have bract ngpi nstal I ed per SCSI
,4 r O`� I I see!tl ons B3, B7 or B1U, as appl 1 cab!e. A I 1 aces to each face of trusson AU R7
II L J 14659
PP Y P and pnrl ti on as shown abpve and ,.. �-� � 7 0 PSF DRW c s ns 16111118
I ; the Joint Details, unless noted otherwise. Refer to drawings 1,bOA-Z for standartl plate post tl ons.
I , pine a divisionoon?!
of ITW oted th Components Group Inc. shall opt be rerponrible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fel I ore to bui!d the truss i n conformance WI th ANSI/TPI 1, or for handl I ng, shi ppi ng,
AN ITWCOMIabran ng installation a brang of trusses. ..'
. A seal on thls drawl ng or cover pegs II stl ng tml.drawl nO, I roil Utes acceptance of Prone,l anal erg!neerI Ng �0 ',CC. 9ge, TOT. LD. 42.0 PSF SEAN— 34419
r.sponsi bill ty sol el y for the design shown. The sul tab!I I ty and use off l s drawl ng for any structure I s the 9� 7r 1t Q�i
8351 Rovana Circle responsl ill I I ty of the Dad I di ng Desi gter per ANSI/RI 1 Sec.2. IP" r.
W.CNpQ DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more!nformati on see thi s)ob•s general notes page and these web si ter:
ALPINE: www.alpineltw.com: TPI: www.tplthis nst.or, sTCA: www.sbcindustry.cow ICC: www.Iccsafe.org SPACI NG 24.0" J REF- 1 VPZ7 1 75209
Renew.:12/3112017
THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - G2)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 HF Std/Stud :W4, W6 2x4 HF #2: DL=4.2 psf.
End verticals not exposed to wi nd pressure. Wi nd Ioads and reacti ons based on MWFRS wi th additional C&C member
desi gn.
In Iieu of structural panel s use purlins to brace alI flat TC @ 24"
OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
load applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
JT PLATE LATERAL CHORD
No SIZE SHI FT BITE
[ 3] W2X4 S 2.50
[12] W3X7 S 1.25
[20] W2X4 S 2.50
5X7= 1. 5X4 III 5X7=
4
4 r-
3X5% 3X5
1
W4
4-11-11
3-3-15 3-2-10
/ 0 - m Is - 0 # 9-0-0 i I
2X4[3] III 3X5= 3X5= 3X7[12]= 3X5= 2X4[0] III
4-11-4 7-3-12 7-3-12 5-3-4
4-11-4 7-3-12 7-3-12 5-3-4
4-11-4 ,I, 14-7-8 ,I, 5-3-4 -J
Fc 24-10-0 Over 2 Supports
R=1056 W=5.5" R=1056 W=3.5"
RL=21/-22
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 111 QTY: 1 OR/-/1/-/-/R/- Scale =.3125"/Ft.
Truss Components of Oregon (503)357-2118 '`WARNING/w• READ AND FOLLOW ALL NOTES ON THIS DRAWING! .cQ.s D SRF TC LL 25.0 PSF REF R7175- 91915
825 N 4th Ave,Cornelius OR 97113 "1 WORrANT•• FURNI SH THIS DRAWING TO ALL CONTRACTORS 1 NCLUDI NG THE INSTALLERS.
Trusses regui re extreme care in fabricating, handl l ng, shl poi ng, installing and bracing. Refer to and follow
the latest edition of BCS/ (BuiIding Component Safety Information, by TPI and WTCA) for safety practices prior 44, .I 46 C 9 TC DL 10.0 PSF DATE 04/20/16
to Performing these func[i ons. Installers shall provide ng andary bracing per BCS/. Unless noted otherwise. 1 V.!
Sop chord shall have properly attached structural sheathing bottom chord shall have a properly attached /f. r
rigid cei I i ng. Locatl ons shown for permanent lateral restraint of webs span have bract ng I nstan ed per Bcsl ` .. 1 BC DL 7.0 PSF DRW CAUSR7175 16111119
L=-)11
O`� ' sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on
J I ' the Joint Details, unless noted otherwise. Refer to drawl nes 160A-Z for standard plate positions. BC LL 0.0 PSF CA ENG CWC/CWC
1 Alpine, a dl vl sl on of ITIY Buil dl ng Components Group Inc. shall not be respond ble for any deviation from this
drawl ng, anyfailure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping,
AN ITW COMPANY installation A Israel ng of trusses. ng, �,E• �9 " TOT. LD. 42.0 PSF SEAN- 34411
resparn bl 1 I ty sort drawl ngfor the or del design slI Ntl 09 TThessulr drawl
f i tyend motes
of t!Rii s tlRra f g pref�ssr Al .0991 neonre ng 9nf. 0 7,1g IS`o
8351 R9vana Circle
respond bl l l ty of the Elul l dl ng Desl guar per ANSI/TPI 1 Sec.2. /VNI,w ta.3 DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more i nformati on see this j ob.s general notes page and these web Si tes: 'II �I SPACING 24.0" JREF- 1 VPZ7175ZO9
ALPI NE: www.al pi mei tw.cot: TPI: www.tpi nst.org; WTCA: www.sbci ntlust ry.corn; ICC: wbe lccsafe.org
Renews:12/31/2017
I
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud :W4, W6, W8 2x4 HF #2: DL=4.2 psf.
End verticals not exposed to wi nd pressure. Wi nd loads and reactions based on MWFRS wi th additional C&C member
In lieu of structural panel s use purlins to brace all flat TC @ 24" desi gn.
OC.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5.
factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf,
JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
No SI ZE SHI FT BI TE
[ 3] W2X4 S 2.50
[ 4] W3X5 S 1.25
[17] W3X5 S 1.25
[21] W2X4 S 2.50
3X5(R) \U
5X5= 3X5= 1. 5X4111 5X5=
•
4IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
W4W6 If
3-3-15 4-3-11
3-2-10
fl m
— I.
13 " 9-0-0
2X4[3] III 3X5[4]= 5X7= 3X10= 3X5[17]= 2X4[21] Ill
2-11-4
6-1-15
I' 2-11-4 I 6-1-15 I 6-3-11 16-3-11
6-1-15 6-1-15 �` 3-3-4
L 2-11-4 j_ 18-7-8
L _l. 3-3-4 J
f' 24-10-0 Over 2 Supports
R=1079 W=5.5" R=1066 W=3.5"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. olio F TY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft.
Truss Components of Oregon (503)357-2118 ••WARNI NGI••READ AND FaNG!Eow ALL NOTES ON TNI s Down
825N4thAve,CorneliusOR97113 ••1IPORTANT•• FURNISH THIS GRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. in_ TC LL 25.0 PSF REF R7175- 91916
Trusses regulre extreme care In fabricating, handling, shipping, Installing and bract no. Refer to and follow '• 04/20/16
_
the latest edition of SCSI (Bui)ding Component safety Information, by TPI and WTCA) for safety practices prior 'I P 14659 1 TC DL 1 0.0 PSF DATE 04/20/1 6
to performing these Functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwl se, �. r
top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached
ri gl d cel I I ng. Locati ons shown for permanent I ateral rostrai nt of webs shat I have brad ng i nstal I ed per SCSI a' 'I/ i . BC DL 7.0 PSF DRW CAUSR71 75 16111120
.4 r MIT. sections 83, B7 or B10, as appl I cable. Apply plates to each face of truss and posi ti on as shown above and on
II I the Jol nt Petal ls, unless noted otherwise. Refer to drawings 160A,for standard plate posi ti ons.
I Al pi ne, a di vi si on of ITN Bui l d!ng Components Group Inc. shall net be responsi bl a for any devi ati on from this .:. .,. BC LL 0.0 PSF CA-ENG CWC/CWC
drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl
AN ITW COMPANY Instal 1 ati on s brati ng of trusses. anng, shipping,
r _
A sl on this drawl ng or cover pegs IIsting this drew'ng, Ind)cot..acceptance of profess(one! . ineerl 9 'fC.7,.04:11 �i TOT. LD. 42.0 PSF SEON- 34409sealspsl bi I 1 ty sol el y r the dell gn show. The Sul tab)l l u ty and use of tills drawl ng for any structure 1 sn �
mPowlthe / Qg
835Rovana Circle responsi bl l l ty of the eun dl ng Designer per ANSI/TPI 1 Sec.2. r40/ww OP OUR. FAC. 1. 15 FROM BB B
Sacramento,CA 95828 For more I nformatl on see this i ob•s general notes page and these web sites:
ALPINE: www.al pi net tw.corn; TPI:www. tpl nst.or, WTCA: www.sbei ndustry.co,,, ICC: woo-i ccsafe.org Renews:12/31/2017 SPAC I NG 24.0" J REF- 1 VPZ7175Z09
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -WI ndwood 1247A std heel -- VERIFY VERI FY, OR - G)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud :W4, W6, W8 2x4 HF #2: DL=4.2 psf.
End verticals not exposed to wi nd pressure. Wi nd loads and reacti ons based on MWFRS wi th additional C&C member
desi gn.
Left cantilever i s exposed to wi nd
In Iieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC.
load applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total Ioad. Creep increase
Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, factor for dead load is 1.50.
Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 5] W3X5 2.00 L 1.25
[10] W3X10 S 1.25
[15] W3X5 S 1.25
1.5X4 III
3X3= 3X5[5]= 3X5= 1. 5X4111 3X5= 5X7"---
,
X7=
—tea
' 1:1\m I I I g MI ----_______
W8T _,_
3-6-2 W4 W6
3-2-10 3-7-11
a\ .
^ 9-0-0 _L _L
1. 5X4 III 3X5= 3X10[10]= 3X5= 3X5(R) Ill
2' 3X5[15]
I`2-2-12I` 7-1-15 7-1-15 'I` 7-0-3
$3-7 91
—11 3-
23-6-12 ,11,3J
24-10-0 Over 2 Supports
R=1153 U=23 W=5.5" R=960 W=3.5"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=28/8(06/8)/4(0) 16.01.00. I ..!p 04
•TY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft.
Truss Components of Oregon (503)357-1118 wwWARNI NGI*w READ AND THI S�� TC LL 25.0 PSF REF R7175 91917
825 N 4th Ave,Cornelius Olt,97113 ••I IPORTANr•' FURNISH THI s DRAW?NG To ALL CONTRAcroas INCLUDING THE INSTALLERS.
Trusses regal re extreme care In fabrl cats ng, handl log, stet ppi ng, installing and bract ng. Refer to and follow /d�' �,�r� e
the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �1t - 14659 f TC DL 10.0 PSF DATE 04/20/16
to performing these functions. I nstal I ern steal I provide temporary brad ng per BCSI. Unless noted otherwise,
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
1 rl gid cel I I ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have bracing i nstal I ed per BGS! I BC DL 7.0 PSF DRW CAUSR7175 16111121
T.,4 , sections B3, 67 or B10, as applicable. Apply plates to each face of truss and post tl on as shown above and on
All
IIILI�1 I the jant Betalin, unless noted otherwise. Refer to drawings LeoA-z far standard plate pesltlnn�. BC LL 0.0 PSF CA-ENG CWC/CWC
I AI pl ne, a tli vi sl on of TW Bul I di rg Components Group Inc. shat I not be respond bl a for any tlevi ati on from thl s
drawing, any failure to build the truss in conformance with ANSI/TPI t, or for handling, shi pp!
AN ITWCOMR4NV installation R bracing of trusses.
.94 4. 101 �w TOT. LD. 42.0 PSF SEAN— 34406
• essl on thl s drawl nW or eovor pegs 11 stl nW thl s drawl np I ndl ales eeesptahee of prohul onol ental Mori nW 9 C T t Q
poMI bl I I b solely for tM east+:slioxn. Tho sal tabl I I ty aM use of thl s draw rg for any structure I s the Y
8351 1(8VaR2 Circle
reapRMl bn I ty of the eon dl ng Deal alar per ANSI/TPI 1 See.3. O. ,Z11 GHP" OUR. FAC. 1. 15 FROM BB
satrumenw,CA9s828 For more information a this;ob s general notes page and these web rites: SPACI NG 24.0" JREF- 1VPZ7175ZO9
ALPINE: www al pi nei tw.cony TPI: www.tpl ns[.org; WlCA: www.sbcl ntlustry.con; ICC. wow.iccsafe.org Renews:1213112017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - GG)
Top chord 2x4 HF #2 Special loads
Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
Webs 2x4 HF Std/Stud :W4, W10 2x4 HF #2: TC- From 35 plf at 0.00 to 35 plf at 24.83
BC- From 7 plf at 0.00 to 7 plf at 24.83
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 309.20 Ib Conc. Load at 1.00, 3.00, 5.00, 7.00
anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.O psf, wind BC 9.00,11.00,13.00,15.00,17.00,19.00,21.00,23.00
DL=4.2 psf.
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase
factor for dead load is 1.50.
Truss must be i nstal I ed as shown wi th top chord up.
JT PLATE LATERAL CHORD
The TC of this truss shall be braced with attached spans at 24" OC in No SIZE SHIFT BITE
I i eu of structural sheathing. [ 4] W3X5 2.75 R 1.25
[ 5] W4X8 S 1.25
[ 6] W4X8 2.00 R 2.00
[ 7] W3X5 S 1.25
[16] W3X5 S 1.25
[17] W5X7 2.25 L 2.25
3X3= 4X8[5] 3X5[7]= 3X5 1.5X4111 3X5[16]= 4X12=
1ENm ° on L-
2-11-11
W4
i 2-11-11
ni:\
III E
1.5X4 III 3X5[4]= 4X8[6]= 4X8= HO508= 5X7[17]_ r
4X5 III
L-2-0-0- 1
1'12
2-1- 5-7-6 5-7-6 5-7-6 5-9-2
1 2 2-1-0 5-7-6 " 5-7-6 ›•-•C ��
5-7-6 5-7-6 _ I2
H 24-10-0 Over 2 Supports
R=2662 U=25 W=5.5" R=2093 U=19 W=3.5"
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00. 4.,^;!,D18R0 Y: 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft.
Truss Components of Oregon (503)357-2118 **WARN/NGI ww READ AND FOLLOW ALL NOTES ON TRIS DRAIN NG! tn' -
825 N 4th Ave,Cornelius OR 97113 ""'SRT '• F nNl SH TM's l lAs7 NP To Au CONTRACTORS I xcLuol NG THE I NsrnLLERs. ��`�7/� � TC LL 25.0 PSF REF R7175- 91918 _
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow V
the latest edition of SCSI (Bell d;ng Component Safety Information, by TPI and wTCAA) for safety practices prier A'4 14659 'Q TC DL 10.0 PSF DATE 04/20/16
r. to performing these funeti ons. Installers shall prowl de temporary bracing per°CSI. Unless noted otherwise, `
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
. 041164
rl gl d cel I1 ng. Local;ons shown for permanent 1 atonal rostral nt of webs shat I have bract ng i natal I ed per BCSI s i BC DL 7.0 PSF DRW CAUSR7175 16111122
ectl ons B3, BT or 810, as appl l cabl e. Apply plates to each face of truss and post tion as shown above and o
rf/A[1 1F)0 I I the nt Petal I s, onl ess noted others]se. Refer to drawl ngs 160A-Z for standard pl ate pose tl ons BC LL 0.0 PSF CA-ENG CWC/CWC
u I �l I Al p1 ne. a tli v;sl on of I TW Bui I di ng Components Group Inc. shat I not be responsi bl a for any devi ati on from th;s s'
, drawl ng, any fel l ure to but Id the truss In conformance wl th ANSI/TPI 1, or for-handl Ing, shi ppin s \/ _
AN ITw COMPANY i natal I ati on&brad ng of tressesg' 9 'FC 7.V30 Qer TOT. LD. 42.0 PSF HON- 34386
. A seal on RR s drawl ng or Cover page II stn ng this drawl ng, I1141 etas ecce tanee oT pre aw ontl engineer) '�
responsl bl Pity sol el y for the deal gn shown. The sun tan)II ty and
use ofthl s drawl ng for airy structure In the Q
8351RovanaCircle rsaponslmIItyorthe wIlaingDesi gnerper ANSI/TPI 1 sec.z. r��Nw.Ci�� DUR. FAC. 1. 15 FROM BB
Sacramento,en9582e For more Info ma ti on see this Job's general note page and these web„les SPACI NG 24.0" JREF- 1VPZ7175Z09
PI
ALNE: wow.al pi nei tw.coTPI: www.tpi ns[.or, NTCA: www.sbci ntlustry.cow ICC: www.iccsafe.Arg Renews:12/31/2017
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - MG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top
chord 2X6 HF SS Bet. 2 COMPLETE TRUSSES REQUIRED I t i
Webs 2x4 HF Std/Stud Nail Schedule:0,120"x3", min. nails
Special loads Top Chord: 1 Row @12.00" o.c.
(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15 Bot Chord: 1 Row w 9.50" o.c.
TC- From 71 p f at -2.00 to 71 p f at 7.94 WebsUs1 Row @ w" o.c.
TC- From 71 p f at 7.94 to 71 p f at 20.06 i ne equal wptoiav ibdtspli tins and stagger nails
TC- From 36 p f at 20.06 to 36 p f at 24.06 4in each row to aofid splipeipe.
TC- From 71 p f at 24.06 to 71 p f at 34.00 g ino. quisparidg of ren os errbeadicul ngs g eat rah than to
BC- From 4 p fat -2.00 to 4 p fat 0.00 grai n requi red i n area over bearings greater 4"
BC- From 14 p fat 0.00 to 14 p fat 20.06 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
BC- From 7 p fat 20.06 to 7 p fat 32.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
BC- From 4 p fat 32.00 to 4 p fat 34.00 DL=4.2 psf.
TC- 783.47 I b Conc. Load at 24.11
BC- 2096.22 Ib Conc. Load at 20.06 Wind Ioads and reactions based on MFRS.
BC- 309.20 I b Conc. Load at 22.00,24.00
BC- 113.96 Ib Conc. Load at 26.00 In lieu of structural panels use purlins to brace all flat TC @ 24"
BC- 107.08 I b Conc. Load at 28.00 OC.
BC- 100.50 I b Conc. Load at 30.00
JT PLATE LATERAL CHORD Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
No SIZE SHIFT BITE factor for dead load is 1.50.
[11] W3X10 3.50 L 1.25
[17] W5X7 2.25 R 2.50
[21] W2X4 S 2.25
5X7= 1.5X4 111 3X5= 1.5X4 Ill 6X6=
• e o � � a
4r
2-11-11
e III 9? 9-0-0 1
/.�
3X10(A1) 1.5X4111 3X10[11]= H0508= 5X7[17]= 2X4[21] III
4X12(A7R)
I-*2 L �2
I 7 11-4 ,,i, 4-0-0 4 D-12 8i_8 4 0-12 ,L 4-0-0 I 7-11-4
I, 7-11-4 J, 16-1-8 'I'
,I, 7-11-4 ---f
l< 32-0-0 Over 2 Supports
R=2636 U=20 W=5.5" R=3981 U=24 W=5.5"
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=2%D(0%B)/4(0) 16.01.00.0 ..� ,,■, QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft.
Truss Components of Oregon (503)357-2118 **WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! Lp O
825 N 4th Ave,of Oregon
OR 97113 "I PORTANT.• FURNISH THIS DRAWING NG TO ALL CONTRACTORS I NCLUDI NO THE INSTALLERS. �`" �� TC LL 25.0 PSF REF R7175- 91919
Trusses regul re extreme care In fabri Carl ng, handling, sal ppm ng, Installing and bracing. Refer to and follow e,, 4%'N.
the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior 6[ TC DL 1 0.0 PSF DATE
n to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 41j59 9 04/20/1 6
040164 top chord shall have properly attached structural sheath]ng and bottom chord shall have a properly attachedce
�/
ri gl d cel I I ng. Locatl ons shown for permanent I ateral rostral nt of webs shat I have braci ng I metal I ed per BCSI BC DL DRW CAUSR7175 16111123
,4 r O`� se Pions R3, B]or eTO as appliable. Apply plates to each face of truss antl position as shown above and on 7.0 PSF
II U J the ii nt Details, unless noted therwise. Refer to drawings7ZA-Z for standard plate nasi flans.
1 Al int, a division of ITW BelIding Components Group Inc. shall not be responsible for any deviation from this
•:� BC LL 0.0 PSF CA-ENG CWC/CWC
drawing, any fallure to bum Id the truss In conformance with ANSI/TPI 1, or for handling, shipping, a�
AN ITWCOMFIANV installation R bracing of trusses.
.F Bg �a TOT. LD. 42.0 PSF $EQN- 34394
. snl on Pis tit:
np ';cover page l l stl ng thin arowi np o`T-Ttanae of proAssl anal engl roti ng 19 0�t 19 `j
panel DI Pit;sol el y for the teal gn shoat]. Tile sum n b I 1 t;,`12°!:of thl s trail ng for any structure In the >,} oQ
8351 Rovana Circle
ravens'bl I l ty or the MI l di ng Des:gner per ANSI/TPI 1 See.2. / DUR.. FAC. 1. 15
Sacramento,CA 95828 For more i nformati on see tui s)obi s general notes page and these web sl res:
�4NW.GHP FROM BB
ALPINE: wwnia al pineitw.cam, TPI: mina tpinst.ore, WTCA: www.sbci ndustry con: ICC: www.Iccsafe.org SPACE NG 24.0" J REF- 1 VPZ7 1 75209
Renews:12/31/2017
THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -WI ndwood 1247A std heel -- VERIFY VERIFY, OR - M)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
In lieu of structural panels use purlins to brace alI flat TC c 24" Wind loads and reactions based on MWFRS with additional C&C member
OC. design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
I oad applied per IRC-12 section 301.5. factor for dead Ioad i s 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
5X7= 1. 5X4 III 5X7=
1. 5X4-- & - 1. 5X4% T
4 ,_
_, a
3-7-11
ig\ 4_9-0-0 1!
5X5(A2)= 3X5= 5X7= 3X5=
5X5(A2)
1. 2' LE-2
5-4-8 9 1 4 4-6-12 6-0-12
6-0-12 'I` 6-0-12
6-0-12 -I` 4-6-12 9-11-4 5-4-8
4 8
I— 9-11-4 ....1... 12-1-8 ,I_ 9-11-4 'I
J
lac 32-0-0 Over 2 Supports >1
R=1512 W=5.5" R=1512 W=5.5"
RL=62/-62
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft.
Truss Components of Oregon (503)357-2118 **WARM NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! G
825 N4th Ave,Cornelius OR 97113 ..11pORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �44 " TC LL 25.0 PSF REF R7175- 91920
Trusses regal re extreme care In fabricating, handl Ing, shipping, Installing and bracing, Refer to and Poi low
the latest edition of BCSI (Building Component Safety Information, by TPI and FUCA)for safety practices prier ivykFZiv TC DL 1 0.0 PSF DATE 04/20/16
to performing these functl ons. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, 1 4659
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r
ri gi a cel ling. Locati ons shown for permanent lateral restr Int of webs snare have bran ng i nstan ed per BCSI BC DL 7.0 PSF DRW CAUSR71 75 16111124
rI L �� Octl ons V. V or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on m,
A[1
O I n the leint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions BC LL 0.0 PSF CA-ENG CWC/CWC
II Alpine, a division of ITN Bul ldi ng Components Group Inc. shall not be responsible for any deviation from this
drawl ng, any Tal I are to bui I d the truss I n conformance wi th ANSI/TN 1, or for handl I ng, shi pp1 ng, •: a
AN ITWCOMPANY Installation I,bracing of trusses. v TOT. LD. 42.0 PSF SEQN- 34396
. A seal on thl s drawl ng or cover paps I 1:di rip this drawl 0p I mai sates acceptance of profess'oral enol near'ng 9 C.7t tI% no
panel bi I I Ty sol e1 y for the design shown. The sun tab'I I ty and use of thl s drawing for any structure I s the /41 QS DU R. FAC. 1. 15 FROM BB
8351 Aovana Circle rosPort I bl I I Ty of the Wal I a1 rep Designer per ANSI/FPI 1 Sec.z. V���Wr G-`�
Sacramento,CA 95828 For mai a informau onIN see this job's general notes page dna these web sites: r SPACING 24.0' JREF- 1VPZ7175Z09
ALPINE: www.alai reel tw.can; TPI: www.tpi rest.org; aTCA: www.sbcl ndustry.corn; ICC: Mee iccsafe.org
Rannwa•19/41/7017
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - M1)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
In Iieu of structural panel s use purlins to brace all flat TC @ 24" Wi nd loads and reacti ons based on MWFRS wi th additional C&C member
OC. design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep i ncrease
load applied per IRC-12 section 301.5. factor for dead load is 1.50.
Truss desi gned for unbal anced snow Ioad based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
5X5= 5X5=
3X5=
3X5-- x — s 3X5 -7-
4
T
4 '- ,
biliiiiiii;:hi....._ 4-3-11
.....ggigmihhihhi..... _,..000.
0-4-10
T
5X5(A2)= 1. 5X4 III 3X7= 4X5= 3X7= 1. 5X4 III
5X5(A2)
12'
6-2-8 >I. 5-6-12 >I< 4-0-12 �_ 4-0-12 5-6-12 6-4-8
5-6-12 8-1-8 5-6-12 I 6-4-8
I— 11-9-4 J, 8-1-8 ,I, 11-11-4 ,j
l 31-10-0 Over 2 Supports
R=1409 W=3.5" R=1554 W=5.5"
RL=63/-59
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=28/8(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 1875“/Ft.
Truss Components of Oregon ((503))357-2118 '`WARM NGI*w READ AND FOLLOW ALL NOTES ON THIS DRAWING! 0.1 . .C14.
825 N4th Ave,Cornelius 01 97113 "I�RTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �F TC LL 25.0 PSF REF R7175 91921
Trusses require extreme care In fabrl coil ng, handling, shl ppi ng, Instal 11 ng and bract ng. Refer to and Follow
the latest edition of BCSI (BulIding Component safety Information, by TPI and RICA) for safety practices prior �� cl1 TC DL 1 0.0 PSF DATE 04/20/16
to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwl se. 1 46 59
top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached �. r
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111125
,4 �� s.
. sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on I f
All I the Jol nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate position
I Alpine, a division of ITN Bull dl ng Components Group Inc. shall not be responsible for any deviation from this BC LL Q.0 PSF CA-ENG CWC/CWC
drawl ng, any fel l ure to build the truss In conformance with ANSI/TPI 1, or for handling, shl ppi ng, •: s.
AN ITW COMPANY I natal I an,on 6 brat!ng of trusses.
A seal on 0111,drawle �f TOT. LD. 42.0 PSF SEQN- 34398
ng or cover page I I sting this drawl ng, 1 ndl utas acceptance of profess)oro! enol neer) ie
respond b!I I ty sol el y for the design Shawn. The su1 tab)I I ty and use of this drawl no for any structure I s°the '9/� i�'�t 19 QQ� DU R. FAC. 1. 15 FROM BB
8351 RUvana Circle respond bl!I ty of the But I dl ng Dasl pier per ANSI/TPI ,Sec.2. r/AN YY,GHp
Sacrollon[O,CA95828 For more information see this;ob.s genera, notes page and these nab site. SPACING 24.0" JREF- 1VPZ7175Z09
ALPINE: www,al pl mel tw.tom; TPI: www.tpl nst.org; 11TCA: www.sbci ndusiry.tom; ICC: www.iccsafe.org
Ranaete•17191/9017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - M2)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
I n Iieu of structural panels use purlins to brace all flat TC @ 24" Wi nd Ioads and reacti ons based on MWFRS wi th additional C&C member
OC. design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
Ioad applied per IRC-12 section 301.5. factor for dead Ioad i s 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf, JT PLATE LATERAL CHORD
Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE
[17] W3X7 S 1.25
5X5 5X5
3X5% T
:7----.-
4 r I.,
4 4-11-11
0-4-10
0 1 1 "' 3X51}
1.5X4111 3X5= 3X5= 1.5X4111 9-0-0 1
3X10(B1)= 3X10(B1)
3X7[17]
L2'J
F` 7-2-8 >I< 6-6-12 + 4-1-8 + 6-6-12 T 7-4-8
1. 13-9-4 ,1, 4-1-8 ,1, 13-11-4 J
1< 31-10-0 Over 2 Supports
R=1471 W=3.5" R=1613 W=5.5"
RL=72/-68
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 �p 'r.�R QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft.
Truss Components of Oregon (503)357-2118 **WARNING!•*READ AND FOLLOW ALL NOTES ON THIS DRAWING! .# F TC LL 25.0 PSF REF R7175 91922
825 N 4th Ave,Cornelius OR 97113 •*i Ig ORTANr�* FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses regulre extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow
the latest edition of BCCI (Bull di ng Component Safety Information, by TPI and WTCA) for safety practices prior ' ' .19) DATE 04/20/16
to performing these functions. Installers shall provide temporary bracing per-eCSI. Unless noted otherwise, rf. 1 4659 TC DL 1 0.0 PSF
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached `
ri gi d eel I i ng. Locati ons shown for permanent I ateral restraint of webs shal I have bract ng I nstal 1 ed per eCSI I. g 1 g BC DL 7.0 PSF DRW CAUSR7175 16111126
Te ecti ons 83, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and o
/.1(l I U f� I 1 =he Joint Detai 1 s, nnI eta noted ntherwi se. Refer to drawl nes 160A-Z for standard pl ate pnsl ti ons. BC LL 0.0 PSF CA-ENG CWC/CWC
Ail I U I �I I Al pine, a di vi sl on of 1 TN Hui I cll g Components Group Inc. shat l not be responsi bl a for any devi at on from thi s s
drawl ng, any fai ure so bui d the truss in conformance wi tM1 ASST/TPI 1, or for handl ng, sh1 poi nen SEQN- 3440 1
AN ITw COMPANY i natal l ati on A bract ng of trusses. a �fC 7t tg�9 �vr TOT. LD. 42.0 PSF
. A seal on thl s drawl ng or cover page 11 sting thl s drew ng, IMI totes acceptance of professi anal enol neer! Q
ct
reaponslbl l l ty solely for the design shoon, The Sul tabl l Ity and use of this drawing for any structure In the
8351RovanaC Circle respanlblllty of the solidi g Designer per ANSI/TPI t sac.z. Sr/////�Nwr OT‘ OUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more Information see this jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1VPZ7175Z09
ALPINE: www.al pi mel tw.can; TPI: www.tpl nst.org; WTCA: www.sbci ndustry.corn; ICC www.I ccsafe.org Renews:12831/2017
,
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERT FY, OR - M3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #1&Bet. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: DL=4.2 psf.
(a) Continuous lateral restraint equally spaced on member. Wind Ioads and reactions based on MFRS with additional C&C member
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive desi gn.
load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase
Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50.
Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
5X5(R1)41.
4i
T
3X5---% 3X5=-2-.----
4 r
' 4 5-7-15
0-4-10
.......iiiiiiiiiiiiiiiiiiiiiii..._ ,iiiiiiiiiiiimi....._'''''
i
T
5X5(A2)= 1.5X4 III 5X7= 1.5X4 Ill
5X5(A2)=
12'
I'` 8-2-14 >I< 7-7-2 + 7-7-2 + 8-4-14 >I
15-10-0 I 16-0-0
I< 31-10-0 Over 2 Supports
R=1349 W=3.5" R=1510 W=5.5"
RL=81/-77
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 19RoFF TY:2 OR/-/1/-/-/R/- Scale =. 1875"/Ft.
Truss Components of Oregon ((503)357-2118 •`WARN■NM*•READ AND Foca ALL NOTES ON THIS DRAWING!
825N4th Ave,Cornelius OR 97113 '•IIpoRANT`• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLWING THE INSTALLERS. eW��`� �e TC LL 25.0 PSF REF R7175- 91923_
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow V/S-
the Iatest edition of SCSI (BuSing Component safety Information, by TPI and WTCA, for safety practices prior efv/ 14859�4 • TC DL 10.0 PSF DATE 04/20/16
n to performing these functions. Installers shall provide temporary bracing per BCS■. Unless noted otherwl se. ` r-
top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached
rigid cel I I ng. Locati ons shown for permanent I ateral rostral nt of webs shat 1 have bract ng i nstal I ed per BCS■ 'wag/1M BC DL 7.0 PSF DRW CAUSR7175 16111127
,4 r �0�� 1 sections 63, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on
II l the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tI ons.
Alpine, a divlslon of I BuiIding Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC
drawing, any fat l ure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping,
AN ITR COMPANY Installation s brace ng of tresses.
. A seal on tills drawl ng or cover page IIst!ng tills drawl n?, Indtutes acceptance of profess!onal engineer!n, 9 , FC.7t �Q
t9B9ri;'v TOT. LD. 42.0 PSF SEAN 34403
response ill l l ty solely fbr the deal gn shown. The Sul tab' Ity and use of tills drawing for any structure Is the
8351 RovanaCircle resllons161'Ity or the Sul'aing Designer per ANSI/WI ,Sec.2.
�gNWr C�1Q` DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more i nformatl on see till s J ob.s general notes page and these web 51 tes:
ALPI NE: www.al pi Rei tw.Com: TPI: www.tpi nst.org; WTGA: www,sbci ndustry.con; ICC: www.I ccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1 VPZ7175Z09
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - OG) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
Top chord 2x4 HF #2 :T2 2x4 HF #1&Bet. : 2 COMPLETE TRUSSES REQUIRED I t i
Bot chord 2x4 HF #1&Bet. :B3, B4 2x4 HF #2:
Webs 2x4 HF Std/Stud Nail Schedul e:O.120"x3", min. nails
Special I Dads Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c.
TC- From 71 p f at -2.00 to 71 p f at 5.94 Use equal spaci ng between rows and stagger nails
TC- From 36 p fat 5.94 to 36 p fat 12.00 in each row to avoid splitting.
TC- From 71 p fat 12.00 to 71 p fat 22.56
TC- From 71 p f at 22.56 to 71 p f at 30.50 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
BC- From 4 p fat -2.00 to 4 p fat 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
BC- From 7 p fat 0.00 to 7 p fat 12.96 DL=4.2 psf.
BC- From 14 p fat 12.96 to 14 p fat 16.46
BC- From 14 p fat 16.46 to 14 p fat 24.54 Wind loads and reactions based on MWFRS.
BC- From 14 p fat 24.54 to 14 p fat 28.50
BC- From 4 p fat 28.50 to 4 p fat 30.50 Calculated horizontal deflection is 0.14" due to live load and 0.14"
TC- 500.00 I b Conc. Load at 5.89 due to dead Ioad.
BC- 74.38 I b Conc. Load at 2.00
BC- 80.61 I b Conc. Load at 4.00 In Iieu of structural panels use purlins to brace alI flat TC e 24"
BC- 216.43 I b Conc. Load at 6.00, 8.00,10.00,12.00 OC.
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Calculated verti cal deflection i s 0.58" due to Iive I oad and 0.58" due
factor for dead Ioad is 1.50. to dead load at X = 16-5-8.
•
4X5=
1. 5X4 III 3X5= 3X5'
iiiimm- _." -- i111110,W. F2a0-1 _,_ j,.....ijimolia.....,__, 4
aAMAIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMM- � 2-3-11
-� r�612= B3 6X8(R) III � 9�2-0
4X (I 2)= 1. 5X4 III 5X10=
3X5 -. 4X5(A1
L2-0-0� H0508=
1..<2-o-0J
5-9184 7 6-10-8 0 3-9-8
3-6-0 * 5-11-8
6 3-0 -10-0 I 4-1-4
l-i-10-0I- 3-11-8
5-11-4 I, 16-7-8 ,I, 5-11-4
12-11-8 -1` 3-6-0 -1- 8-1-0 'I- 3-11-8
< 28-6-0 Over 2 Supports
R=2276 U=30 W=5.5" R=1666 U=19 W=5.5"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00. D1410 n. TY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft.
Truss Components of Oregon ((503)357 1118 ••WARNINGI•*READ AND FOLLDW ALL NOTES ON THIS DRAWING!
825 N 4th Ave,Cornelius OR 97113 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 91924
Trusses require extreme care in faicat'ng, handl Ing, shipping, Installing and bracing. Refer to and follow _
br
the I atest edi a a.on of BCS! (Bel I dl ng Component safety Information, by TPI aWTCA>for safety praoti oes prl or 40 14659 9 'r� TC DL 10.0 PSF DATE 04/20/16
to performing these functions. Installers shall provide temporary bracing per SCSI. Unlessnoted otherwise, `
041164 . top chord shall have properly attached structural sheathing and bottom chortl shall have a proper!y attached
T. rigid cel 1Ing. Locations shown for permanent Iateral restraint of webs shall have bract ng instalIed per BCS! t I I BC DL 7.0 PSF DRW CAUSR7175 16111128
,4 �0�� I , sections 83, 87 or B10 as applicable. Apply plates to each face of truss and post tl on as shown above and on
II the Jo'nt Dotal ls, unless noted otherwise. Refer to drawings 160A-Z for standard plate post ti ons.
I Al pi ne, a dI vi sl on of 11W Bul 1 di ng Components Group 1 nc. shat I not be responsible for any devi ati on from this e; ..1• BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fallure to build the truss In conformance wl th ANSI/TPI 1, or Fur handling, shipping, -
AN ITW COMPANY Installation R.n bracing of trusses. 'f 99 Q TOT. LD. 42.0 PSF SEAN- 34422
A see' on Piti,drenl ng or eowr pope 11 stl ng 11',1`.11:1A
M s drM np I ndl utas eeuptence of Profess)enrol engl rrri -riff).
C 7t 1g Q
aapon5l blllty solely for the tlesl gn show). The sultabl llty Bhd use of this droning for any Structure ISOtha /
8351 Royana Circle re=pent b11I ty of the Sul I dl ng Designer Per ANSI/TPI 1 Sec.2. Sr44NW.CNP DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more information see thl s J ob.s general notes page and these web si tes:
ALP)NE: www.al pi net tw.@Deni TPI: www.tpi nst.org; WTCA: www.sbci ndustry.con; ICC: www.I @@safe.org Renews:12131/2017 SPACI NG 24.0" ,1 REF- 1VPZ7175Z09
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
(0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - 0)
Top chord 2x4 HF #2 Ti: 2x4 HF #1&Bet. : 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 63, 64 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
Calculated horizontal deflection is 0.15" due to live load and 0.15" Wind loads and reactions based on MWFRS with additional C&C member
due to dead load. design.
I n Iieu of structural panel s use purlins to brace all fl at TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
OC. load applied per IRC-12 section 301.5.
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf,
factor for dead Ioad is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
5X7= 1. 5X4111 3X5= 5X7=
3X5
, 4 2-11-11
A ....„7"._......ovaiiii00111101111.111.111
B3
9-0-0
4X5(2)= 1.5X4111 5X10= 2 H0514= 3X5= SS0514= 3X10(A1)-
X2-0-0..1
L2-0-0.>1
7_9184 -10-8
5-2-04 0-0 1 3-6-0 4-3-0 1 31 0 0 3-11-84-1-4
7-11-4 -J- 12-7-8 I, 7-11-4
12-11-8 -1- 3-6-0 —1- 8-1-0 -l- 3-11-8
28-6-0 Over 2 Supports
R=1363 U=1 W=5.5" R=1364 U=3 W=5.5"
RL=52/-52
PLT TYP. 20 Gauge HS, 18 Gauge HS, Desi gn Cri t: 1 RC2012/TPI -2007(STD)
Wave FT/RT=2%(0%)/4(0) 16.01.00. t��p C;.� ITV: 1 OR/-/1/-/-/R/- Scat e =. 25"/Ft.
Truss Components of Oregon (503)357-2118 **WARN!NGI••READ AND FOLLOW ALL NOTES ON TNIs DRAMINOI TC LL 25.0 PSF REF R7175- 91925
825 N 4th Ave,Cornelius OR 97113 '•1NPDRTANr•• FURNISH TNIs DRAWI ND To ALL CONTRACTORS INCLUB'Ne THE INSTALLERS. , •
Trusses require extreme care In£abri cats ng, handling, shi ppl ng, instal l log and bract ng. Refer to and follow
the latest edition of SCSI (Building Component Safety Information, by TPI and wTCA)for safety practices prior 14659�'Y '•- TC DL 10.0 PSF DATE 04/20/16
to performing these functi ons. Installers shall provide temporary bracing per BCSI. UnlessnPted tnerwl se, C R7 1 7
top chord shall have properly attached structural sheathing and bottom chord shall have a r erly attached (�
ri el d cel I Ing. Locati ens shown for permanent lateral restraint of webs shall have bracing pi natal led per BGSI I BC DL 7.0 PSF DRW AUS 5 16111129
,4 r O�� sect)ons B3, B7 or B10, as applicable. Apply plates to each face of truss and posi ti on as shown above and on
I I L I the point Retails, nni ass notetl otherwi se. Refer to drawl ng:I,60Ad for standard pl ate ny de ont; BC LL 0.0 PSF CA-ENG CWC/CWC
I AI pi ne, a di vl sl on of ITN Bui I no,
ng Components Group 1 nc. shat I not be responsi bl a for any devi ail on from this �_, _.e,
drawl ng, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handl1ng, shipping, v
AN IrweonAw>,rly installation s bracing or
trusses.
9 'tt 7�X989 �� TOT. LD. 42.0 PSF SEQN- 34424
. A seal on tbl s drawl cap or cover pegs I 1 stl cap UR s drawl ng IMI cabs acceptance of profess'mol scapi neer) Q
responslons1 bl I I ty sol e1 y,the design g ebawn. me eu1 tab'I i ty aM use of thl a drawl cap for any structure I a"the �d'r1gNY{►•OP OUR. FAC. 1. 15 FROM BB
8351 Rovana Circle rosponel bl II ty of the Bui I dl cap Designer per ANSI/TPI 1 Sec.2.
Sacramento,CA95s28 For more information see this job's general notes page and these web sites: SPACI NG 24.0" JREF- 1VPZ7175ZO9
ALPI NE: www.al pi nal tw.corn; TPI: www.tpi cast.erg; I./ICA: www.sbci ndust ry.corn; ICC: www.i ccsafe.org Renews:12/31/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -WI ndwood 1247A std heel -- VERIFY VERI FY, OR - 01)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 :B3 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
:B4 2x4 HF SS: DL=4.2 psf.
Webs 2x4 HF Std/Stud
Calculated horizontal deflection is 0.15" due to live load and 0.15" desigd noads and reactions based on MWFRS with additional C&C member
due to dead load.
In lieu of structural panels use purlins to brace all flat TC @ 24" (a) Continuous lateral restraint equally spaced on member.
OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5.
factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf,
JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
No SIZE SHIFT BITE
[21] W3X5 S 1.25
5X5= 3X5= 5X7
1.5X4
Z 4 T
a (a 3X5
3-7-11
igimIIIIIII _—ii •—
Pn
5X5= 3X5[21 = 9�-0
4X5('2)= 3X5:-=- 5X5 2 SSO514=
3X10(A1)
L2-0-0J
L:2-0-0_,J
F. 5-4-8 9-9-8 4 6-123 2_0 -121_ 3-6-0 4 3112-3-0 5-10-0
5-10-0 3-11-84-1-4
9-11-4 J, 8-7-8 ,I, 9-11-4
12-11-8 —1` 3-6-0 —I' 8-1-0 —I— 3-11-8D.
28-6-0 Over 2 Supports
R=1375 W=5.5'. R=1376 U=2 W=5.5"
RL=60/-60
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00. ..of,g18ROFF Y: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft.
Truss Components of Oregon (503)357-2118 "WARNI NGI LULU READ AND FOLLOW AL NOTES ON THIS DRAWING!
825 N 4th Ave,Cornelius OR 97113 '•IIPoRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �4I� 4061V- �f TC LL 25.0 PSF REF R7175- 91926
Trusses require extreme care In fabricating, handl I ng, shipping, Installing and bracing. Refer to and follow V _
the latest°di ti on of°CSI (Bull din Component Safety Information, by TPI and WTCA)for safety practices prior 9 14659 '9 TC DL 10.0 PSF DATE 04/20/16
n to Performi ng these functions. Installers shall Provide temporary bracing per BC51. Unless noted otherwise. 1
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rl gid cel l;no. Locations shown for permanent lateral rostral nt of webs shall have bracing installed per°CSI a i !11. BC DL 7.0 PSF DRW CAUSR7175 16111130
,4 r O`� ' sections B3, B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on
II L J I the Joint Details, unless noted otherwise. Refer to drawings 160A,for standard plate position=. BC LL
1 Alpine, a di vi sl on of ITV Building Components Group Ino. shall not be responsible for any dev;atlon from this e'-. .. 0.0 PSF CA-ENG CWC/CWC
drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl ing, shl poi ng, 9
AN IrweoMPrwY installation s brae;ng of entertrusses. / 'FC T tg6 Qefi TOT. LD. 42.0 PSF SEAN- 34426
. A seal on thl s drawl ng or cover page I 1 sting this drawl ng, I ndl cotes acceptance of profess'one) engl neeri ng
responsi bl I I ty solely for the design shorn. The sul tab)II ty and use of t I s drawing for any structure i s the
8351 Rovana Circle
rasponslblllty or the Iwl!di ng Deslgller per ANsI/TPI t Sec.2.
r��Nw.GHp� DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For mare i nformati on see thl o i ob•s general notes page and these web sites:
ALPINE: www,al pi mel tor.con; TPI: www.tpl net,or, WTCA: www,sbcl ndustry.cow I CC: www.I ccsafe.org Renews:12131/2017 SPACI NG 24.0" J RE F- 1 VPZ7175Z09
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - 02)
Top chord 2x4 HF #2 :T3 2x4 HF #1&Bet. : 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 :B3 2x4 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
:B4 2x4 HF #1&Bet. : DL=4.2 psf.
Webs 2x4 HF Std/Stud
Wind loads and reactions based on MWFRS with additional C&C member
Cal cul ated hori zontal defl ecti on i s 0.15" due to I i ve Ioad and 0.14" design.
due to dead I oad.
In Iieu of structural panel s use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC.
I oad applied per IRC-12 section 301.5.
Deflection meets L/360 Iive and L/240 total Ioad. Creep increase
Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50.
Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
JT PLATE LATERAL CHORD
No SIZE SHI FT BITE
[21] W5X5 S 1.25
3X5=
5X7= 5X5=
1.5X4 III
il = 5X5[21] T
1.5X4 III
4 4 4-3-11
0.11.111.1411111
• 111111111111141iNE
B3 B$ ` " 9=1-05X (A2)= 3X5= 6X8= J 2 6X10(SRS)= SS0514= 3X10(A1)—
1..,_2-0-0. 1 L2-0-0_,j
6-4-8 I 5 6 72 p 'l,o $ _ 3-9-0 I 3-6-0 3-11-14 I_ 3-10-2
8-1-0 .-17--- 3-1148
11-11-4 ,I, 4-7-8 `I' 11-11-4
12-11-8 'I' `
3-6-0 i 8-1-0 -I- 3-11-8
28-6-0 Over 2 Supports
R=1435 W=5.5" R=1435 W=5.5"
RL=69/-69
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft.
Truss Components of Oregon (503)357-^,118 **WARM NGI*a READ AND FOLLOW ALL NOTES a THI S DRAM NG! *04 A OFA TC LL 25.0 PSF
825 N 4th Ave,Cornelius OR 97113 '•I IraRTANr• FURNI SH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. REF R717 5 9192 7
Trusses require extreme care In fabricating, handling, shipping, Install log and bract ng. Refer to and follow e
the latest edit1on of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior
14659�'Y ' TC DL 10.0 PSF DATE 04/20/16
to performs hg these fetch ons. I nate)I ars star I provide temporary tract hg per BCSI ei epr notal attache aa, r AUSR7175
top chord Steell have properly attached structural steaming and bottom chord snau have a properly attached �: BC DL 7.0 PSF DRW C 16111131
ri gitl ceiling. Locations shown for permanen[lateral restral nt o£webs shall have bract ng installetl per BC51
A r, L=1 N Ta the ons 83, B1 or B10, as applicable. Apply plates to each face o£truss and position as shown above and on _.J
II I the Jol nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate post tl ons.
I Alpine, a division of ITN Building Components Group Inc. snail not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, anyfel I core to but I d the truss I n conformance vel th ANSI/TPI 1, or for handl I ng, shi ppi ng,
AN ITW COMPANY Installation A bracing of trusses v TOT. LD. 42.0 PSF SEON— 34428
. A seal on this drays Ig or rover papa I I sti ng thin drawl ng, I ndl cotes acceptance of prettiest onel enpl neer!ng 9 ..FQ 7 1989
respond DI I I ty sol el y for the deal gn sham. The vel tab!I 1 ty and use of thin drawl n9 for any stricture I s the
8351 Rovana Circle the DI I ty of the Sul I di ng Deet goer per ANSI/TPI 1 sec.s. �rygN We GHPQQ DUR. FAC.1. 1. 15 FROM BB
Sacramento,CA 95828 For more I nforma[I on see tri s,«,•,general notes page and these web sites. SPACING 24.0" J RE F- 1VPZ7175Z09
ALPINE: www.al pi tel tw.cam; TPI: www.tpi nst.org; WTCA: www.abet ntlustry.cam, ICC: www.,ccsafe.org RPrIPwe•12I11/9D17
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI -Windwood 1247A std heel -- VERIFY VERIFY, OR - 03)
Top chord 2x4 HF #2 :T3 2x4 DF-L #1&Bet.: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 :B3 2x4 HF #1&Bet.: anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC
:B4 2x4 DF-L #1&Bet. : DL=4.2 psf.
Webs 2x4 HF Std/Stud :W4 2x4 HF #2:
Calculated horizontal deflection is 0.16" due to live load and 0.14" designoads and reactions based on MWFRS with additional C&C member
due to dead Ioad.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC.lieu of structural panels use purlins to brace all flat TC 24"
I oad applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50.
Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[23] W5X5 S 1.25
5X5 --
1.5X4 III
X5=1.5X4III 5X5= 1.5X4 III
5X5[23]
2•51
3X5; r a
T3
4 .... s 1.5X4 111
4 4-11-7
1.5X4111
11.r111.111‘1°.°4 \1611
D B3
5X (A2)= 1. 5X4111 6X8 2 6X10(SRS)= SSO514=B4 3X10(11)
�2-0-0>1
L2-0-0_,..1
6-10-10 5-11-2
1-0-12„„
4-1-4 3-10-12 3-10-12 _ 4-1-4
I 6-10-10 ` 6-0-14 - 3-6-0 I� 8-1-0 I 3-11-8
13-10-8 0-9-0
J—I, 13-10-8
12-11-8 —I— 3-6-0 —I— 8-1-0 '1— 3-11-8
28-6-0 Over 2 Supports
R=1492 W=5.5" R=1493 W=5.5"
RL=77/-77
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 25"/Ft.
Truss Components of Oregon 5031(357-2118 "WARNI NGI"READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��QP 0Al p TC LL 25.0 PSF
825 N 4th Ave,Cornelius OR 97113 "I NpgiTANT.• FURNISH TMI S DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
REF R7175- 91928
Trusses regul re extreme care In fabrl cat!ng, handl l ng, shipping, Installing and bracing. Refer to and follow �� �w
the latest edition of SCSI (Bun ding Component safety Information, by TPI and WTCA) for safety practices prior S., TC DL 10.0 PSF DATE 04/20/16
to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise. �<1�[/, 14659�-r
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` r
rigid cel l i ng. Locati ons shown for permanent I ateral restral nt of webs shal l have bracing I nstal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111132
,4 .[Fid
i sections 83 BT or MO, as aoppl I cab!e. Apply plates to each face of truss and position as shown above and on 1 i _./
II J I the Joint Betel Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL
I AI wl ng, a di vi l on of ITT Bui I di ng Components creep I nci shat I not be rorfori bl a for any devi ati on from thi s 0.0 PSF CA-ENG CWC/CWC
tlrawing, any failure to build the truss In conformance wl th AN51/TPI 1, or for M1antlling, shl Regi ng,
AN ITW COMPANY Inst all ati on w brace ng of trusses. v TOT. LD. 42.0 PSF SEAN- 34431
. A seal on thi s draw,ng or Cover pegs I I stl ng thi a drawl leg, I ndl cotes acceptance of professional elgl neer)ng 9 '' 7,Oa 9
responslblllty lely for the dealgn sheen. The sultabll lty and use of this drawing for any structure Is the C
8351 Roma Circle penal bill ty of the 9011 di g Deal goer per ANSI/TPI 1 Sec.Z. 141"./4p 06W�Q� DU R. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformati on see this job's general notes page and these web sl tee: Se
ALPINE wow.al pineitw.com; WI vow tpinst.org; WC, www.sbci ndustry con, ICC: www.iccsafe.org SPACING 24.0" J RE F- 1 VPZ7 1 75Z09
RONWwc:12/9112017
(0416169--PARR LUMBER-HI LLSBORO -WI ndwood 1247A std heel -- VERI FY VERI FY OR - FT1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2 Deflection meets L/360 live and L/240 total load. Creep increase
Bot chord 2x4 HF #2 factor for dead load is 1.50.
Webs 2x4 HF #2 :M1, M2, M3 2x4 HF Std/Stud:
This "Hip Frame" may be used in place of purlins on the hip plane to
brace the flat top chord of hip trusses. See detail drawing
HIPFRAME1014 or HIPFR1801014 for additional information.
2X4 III
T
li 13-11-12
112.65
0-0-4
_L
2X4(D8R) 2X4 III
13-1-2 1"12
Note: Al I PI ates Are 1. 5X4 Except As Shown.
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 4 -on
, QTY:2 OR/-/1/-/-/R/- Scale =. 1875"/Ft.
Tru ss Components of Oregon (503)357-1118 "WARNING!ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4ctl� D ORF
825 N 4th Ave,Cornelius OR 97113 **IMPORTANT'. FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLIAI NG TTC LL 25.0 PSFHE INSTALLERS. REF R7175- 91929
Trusses regui re extreme care In fabrl call ng, handl I shipping, Installing and bracing. Refer to and follow .
the latest di ti on of SCSI (Building Component Safety Information, by TPI and ATCA)for safety practices pri or Wy 14659�A? ` . TC DL 10.0 PSF DATE 04/20/16
t. to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,
top chord shall have properly attached structural sheathing and bottom chord shal I have a properly attached
rigid celIIng. Locatl ens shown for permanent I ateral restraint of webs shall have bracing Installed per SCSI
...46.01211, BC DL 7.0 PSF DRW CAUSR7175 16111133
,4 O`� e tions B3 07 or Bib, as applicable. Apply plates to each face of truss and post ti on as shown above and on
L J I the Joe,nt T>etal I s, unl ess noted otherwi se. Refer to drawl ngs ilonZ for standard pl ate pd�l ti ons. BC LL
I AI pi ne, a di vl si on of I TW Bui I dl rq Components Group Inc. shal I not be respond bl a for any devi ati on£ram thl s �.,� -, 0.0 PSF CA-ENG CWC/CWC
drawing, any fal lure to build the truss in conformance vel th ANSI/TPI 1, or for handl Ing, shi pp,
AN ITWC.OMR4MY installation s bracing of trusses.
'‘.(7. �9 v TOT. LD. 42.0 PSF SEQN- 34442
. A seal on this draw ng or cover pave I I stl TIN NH s draw n� I mI elites acceptance of profess!anal enol neer!ng 42/... ).19
respond el I I ty solely for the design shown. The Sul tab! I ty and use f this draw ng for any structure Is theFROM BB
s1s 1 Royana Circle
respond IN I I ty of the Bul I di ng Designer per ANSI/TPI 1 sec,]. lZkw., CHpQ DU R. FAC. 1. 15
saceamench,CA9582s For more infarmatinn a this,pb s genera, notes page and these web dtes; SPACI NG 24.0" JREF- 1VPZ7175Z09
ALP!NE: www.al pi nei tw.even; TPI: www.tpl net.org; WTCA: www.she'ntlustry.mm; ICO. www.1¢safe.org Renews:12/31/2017
(0416169—PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - FT2) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
Top chord 2x4 HF #2 Deflection meets L/360 Ii ye and L/240 total I oad. Creep i ncrease
Bot chord 2x4 HF #2 factor for dead load is 1.50.
Webs 2x4 HF #2 :M1, M2, M3 2x4 HF Std/Stud:
This "Hip Frame" may be used in place of purlins on the hip plane to
brace the flat top chord of hi p trusses. See detail drawi ng
HIPFRAME1014 or HIPFR1801014 for additional information.
2X4 III
T
13-11-12 13-11-12
12.65dill
0-0-4 ��
2X4(D8R) 2X4 III
f< 13-1-2 1 12
Note: All Plates Are 1.5X4 Except As Shown.
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. I •, QTY:2 OR/-/1/-/-/R/- Scale =. 1875"/Ft.
Truss Components of Oregon (5O3)357-2118 wsWARNINGIw• READ AND FOLLOW ALL NOTES ON THIS DRAWING! � I) �RF REF R7175 91930
825 N 4th Ave,Cornelius OR 97113 '•I WPORTANr•w FURNI SH THI s DRAWI NG To ALL CONTRACTORS I NCLI1ol NG THE INSTALLERS. 4� TC LL 25.0 PSF
Trusses require extreme care in fabricating, handling, shipping, instal l I rg and bracing. Refer to and follow et��
the latest edition of BCSI (BuiIding Component Safety Information, by TPI and WTCA) for safety practices prior 4 14659�'Y ' TC DL 10.0 PSF DATE 04/20/1 6
to performing these functions. Instal Iers shall provide temporary bracing per SCSI. Unless noted otherwise,
top chord shat I have properly attached structural sheathing and bottom chord shall have a properly attached
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing metalled per BCSI 7.0 PSF
fIF. actions B3. B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on
1 � BC DL DRW CAUSR7175 16111134
,4 II I O)IJ^ I I the Joint Det a:Isi unless rested otherwise. Refer to drawings 160A-Z Por standard plate positions BC i. 0.0 PSF CA-ENG CWC/CWC
ILI, I \VI I AI pl ne, a dl as,:
si on of ITN Bui I di rg Canponents Group Inc. shal I not be responsi bl a for any devi atl on from this e._. - LL
drawing, any fal l ure to but I the truss In conformance with ANSI/TPI 1, or for handling, shipping,
AN ITW COMPANY instal l anon R bract ng of BAyertrusses. 9 'f0 7t 19ag � TOT. LD. 42.0 PSF SEON- 34444
. A seal on this drawl ng or Cover peps I let!ng thl s drawl ng, IMI crates acceptance of profess'ons/ engi Merl ��
respons'bi I l ty sal el y ter the design shown. The em tab/l I ty and use of Bal s drawl ng for any structure I N the DUR. FAC. 1. 15 FROM BB
8351 Rovana Circle respond bI I I ty or the Isul l dl ng Des/goer per ANSI iTp1 ,Sag.2. As W.^�A
Sacramento,CA 95828 roe more informa=l on see this jobs general notes page and these web sites: Y SPACI NG 24.0" JREF- 1VPZ7175ZO9
ALPI NE: waw.al pi nal tw.corn; TPI: www.Cpl not.org; WTCA: wow.sbci ndustry.con, ICC: www.I ccsafe.org Renews:12/31/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - FT3)
Top chord 2x4 HF #2 Deflection meets L/360 live and L/240 total load. Creep increase
Bot chord 2x4 HF #2 factor for dead Ioad is 1.50.
Webs 2x4 HF Std/Stud :M4 2x4 HF #2:
This "Hip Frame" may be used in place of purlins on the hip plane to
brace the flat top chord of hi p trusses. See detail drawi ng
HIPFRAME1014 or HIPFR1801014 for additional information.
4X5=
PM
12.65
Ii4165
8-5-b
i0-0-q , 0-0-4
AIMI
2X4(D8R)
2X4(D8R)�
I. 7-11-15 ,I.- 7-11-15
—J
Fr 16-0-5
>1
Note: Al I PI ates Are 1.5X4 Except As Shown.
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 19Rpp TY: 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft.
Truss Components of Oregon (503)357-2118 "WARN!NGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWING! --
825 N4th Ave,Cornelius O1t97113 '•IlrooRrANr•• FURNISH THIS MOWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� • ��� TC LL 25.0 PSF REF R7175- 91931
Trusses reguire extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow
the Iafest edition of BCS! (Elul Iding Component Safety de temporary
by TPI and wBCA) fpr safety practices prior v. 14659 TC DL 10.0 PSF DATE 04/20/16
to performing these fundi ons. Installers shall provide temporary bracing per BCSl. Unless noted otherwise, —
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rigid ceiling. Locotiona shown for permanent lateral restraint of webs span have braang In=toned per Bc51 .,,x4012,6"' BC DL 7.0 PSF DRW CAUSR7175 16111135
ArI 1 O)0 N i sections B3, al or Bto, as apple Other. Apply plates to each face of truss antl position as shown above and on
II L I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate ppsitlpns. BC LL
I Al pl ne, a di vi sI on of I TW Bui I di ng Components Group Inc. shat I not be responsi bl a for any devi ati on from this e::.-.W. 0.0 PSF CA-ENG CWC/CWC
drawing, any fol lure to bul Id the truss In conformance with ANSI/TPI 1, or for handling, shipping,
AN ITW COMPANY I natal I ati on a brace ng of trusses.
. A seal on this drawing or coyer page Mating this drawing, Isolates acceptance of professional engineering 9/S .FC,7 t989 QQ;' TOT. LD. 42.0 PSF SEON 34448
response bl I 1 ty solely for the design shown. The sue tabs I I ty and use of the s drawl ng for any structure 1 s the
8351 Rovana Circle r.epaoel henry or the INlmmng Designer per ANSI/TN t see.x. l,AA 1 ....o. OUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformatl on see thi s J ob.s general notes page and these web si tea:
ALPINE: wxw.aIpimeitw.corn; TPI: www.tpinst.org; wTCA: www.sbcindustry.corn; ICC. wwx.Iccsafe.oro Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z09
I
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - FT4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2 Deflection meets L/360 live and L/240 total Ioad. Creep increase
Bot chord 2x4 HF #2 factor for dead load is 1.50.
Webs 2x4 HF Std/Stud :M4, M5 2x4 HF #2:
This "Hip Frame" may be used in place of purlins on the hip plane to
brace the flat top chord of hi p trusses. See detail drawing
HIPFRAME1014 or HIPFR1801014 for additional information.
3X5=
8-8-8
12.65 1111S1111111\11(
i
0-0 4 G, : 0-0-4
2X4(D8R) 2X4(D8R):
THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - LG)
Top chord 2x4 HF #2 :T2 2x4 DF-L #2: Special loads
Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
Webs 2x4 HF Std/Stud TC- From 71 plf at -2.00 to 71 plf at 7.94
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located TC- From 36 plf at 7.94 to 36 plf at 12.06
anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0psf, wind BC BC- From 714 pl f at 12.06 to 714 pl f at 20.00
DL=4.2 psf. BC- From 4 pl f at -2.00 to 4 pl f at 0.00
BC- From 7 pl f at 0.00 to 7 pl f at 20.00
Wi rid I oads and reactions based on MWFRS. TC- 783.47 I b Conc. Load at 7.89,12.11
BC- 100.50 I b Conc. Load at 2.00,18.00
I n I i eu of structural panels use purlins to brace al I fl at TC 24" BC- 107.08 I b Conc. Load at 4.00,16.00
4.00
OC BC- 309.20 I b Conc. Load at 8.00,BC- 113.96 I b Conc. Load at 19.94,12.00
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
load a lied Deflection meets oad6i live and L/240 total load. Creep increase
pp per IRC-12 section 301.5. factor for dead load i s 1.50.
JT PLATE LATERAL CHORD
No SIZE SHI FT BITE
[ 7] W3X7 S 1.75
[14] W3X5 2.75 L 1.75
8X8= 8X8=
/
1. 5X4*.- T2 1.5X4
4 r- O
-� 4
2-11-11
WA
\'
/.- 9-0-0
3X7[7]= 3X5[14]. - 4X12(A7R)
4X12(A7R)
L-2-0-0-->1
4-7-8 ,L 3-3-12 4-1-8
7-11-4 '` 4-1-8 ›....c3-3-12 4-7-8
7-11-4
II_ 7-11-4 J, 4-1-8 7-11-4 J
Fc 20-0-0 Over 2 Supports J
R=2439 U=17 W=5.5" �I
R=2264
Design Cri t: I RC2012/T07PI -2007(STD)
PLT TYP. Wave FT/RT=2ZD(O%)/4(0) 16.01.00. (�
Truss Components of Oregon 503)357-2,118 wwWARNINGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING!
�"��O:'141114.
Y: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft.
825 N Components
Cornelius 01�97113 II�oRTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� TC LL25.0 PSF REF R7175 91933 _
erusses regal re extreme care in fabrl cats ng, hantlling, shl ppi ng, installing and bracing. Refer to and follow
th latest ditlon of BCSI (Building Component safety Information, by TPI and wrCA) for safety practices prior g ' 14659 '' TC DL 10.0 PSF DATE
to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise, 04/20/16
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rl gid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI s I Me BC DL 7.0 PSF
Arrrlll �� ecu ons 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and o DRW CAUSR7175 16111137
III L= ^ III . the Joint Detal ls, unless noted otherwl se. Refer to drawl rigs 160A-Z for standard plate post tl ons
I I \J I Al pi ne, a di vi si on of I TIN Rol I di ng Components Group Inc. shall not be responsible for any devi ati on from this e::' -r BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW AN
ng, any fol I gyre to bul 1 d the truss I n conformance wl th ANSI/1111 1, or for handl I ng, shi ppi ng,
[AMRANY Installation A bracing or trusses.
• ij>1 rFC•> 19s0 �;' HON-TOT. LD. 42.0 PSF ON- 34388
A asci on thi s drawl rip or cover pope I 1st!ng tel s drawl rip, I ndl ales acceptance of Orofassl oriel ental neon rip pQ
responsl bl l l ty solely for the design shows. The sal tabs llty and use of this drawing for any structure Is the
8351 Roma Circle responelbinty of the WI Designer
ding per ANSI/1•111 1 Sec.2.
T/ANW,CiNP OUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 for more I nformati on see thi s)rib•s general notes page and these web si tes:
ALPINE: www,al pi meitw.coTPI: wpm, NTCA: wmv,sbclndostry.cum; ICC: www.iocsafe.org Renews:12/3182017 SPACI NG 24.0" JREF- 1VPZ7175Z09
n;
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - JG)
Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: Special loads
Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
Webs 2x4 HF Std/Stud TC- From 71 plf at -2.00 to 71 plf at 7.94
TC- From 71 plf at 7.94 to 71 plf at 11.06
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 71 plf at 11.06 to 71 plf at 19.00
anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wind BC BC- From 4 plf at -2.00 to 4 plf at 0.00
DL=4.2 psf. BC- From 14 pl f at 0.00 to 14 pi f at 19.00
BC- 1930.13 I b Conc. Load at 13.14
Wind Ioads and reactions based on MWFRS.
In Iieu of structural panels use purlins to brace all flat TC @ 24"
Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC.
I oad applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
JT PLATE LATERAL CHORD factor for dead load is 1.50.
No SIZE SHI FT BITE
[13] W4X8 S 1.25
[14] W5X5 3.75 R 1.25
[15] W4X8 S 4.50
4X8= 5X7=
2 E= 5X5[14]
T2
4
4
NM/- ----1
2-11-11
Milill
1.5X4 III 4X8[13]= 4X8[15] III
9-0-
3X10(A1)= 4X12(A7R)
LQ-2-0-0--- 1
l' 7-11-4 >i.c 3-1-8 fc 2-0-1 >I.< 5-11-3 >I
I- 7-11-4 ,I. 3-1-8 ,I, 7-11-4
f< 19-0-0 Over 2 Supports >1
R=1558 U=23 W=5.5" R=2139 U=10 W=5.5"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TW. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 - ;
. QTY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft.
.:11
Truss Components of Oregon (503)357- 8 ..WARNI NGI••READ AND FOLLOW'ALL NOTES ON THIS DRAWING! REF R7175- 91934
825 N 4th Ave,Cornelius OR 97113 ••1IIPDRrANr•• FURNISH 1141 S DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ` .oFF
TC LL 25.0 PSF
Trusses require extreme care In fabrl catl ng, handl ing, shipping, Installing and bract ng. Refer to and follow � r- 9
the latest edition of BCSI (Building Component safety Information, by TPI and NTCA) fpr safety practices prior ' �I, TC DL 1 0.0 PSF DATE 04/20/16
to performing these functions. Installers shall prowl de temporary bracing per Bcsi. Unless noted otherwise, 14659
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
11BC DL 7.0 PSF al d cei I I ng. Locati ons shown for permanent I ateral restral nt of webs shat I have brace ng I nstal I ed per BCSI
TA W. DRW CAUSR7175 16111138
A(7 \ ecti ons B3. B/or B10, as applicable. Apply plates to each face of truss and post tl on as shown above and o
II11 I O 1�^ I I ' the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positlons. n BC LL 0.0 PSF CA ENG CWC/CWC
IU, J I \`II I Al pi ne, a dl vi si on of ITN Bul ltli ng Components Group Inc. shall not be response bee for any devi ate on from this
drawl ng, any fai I ure to but I d the truss i n conformance wi th ANSI/TPI 1, or for handl I ng, she ppi ng, �'' ��
AN ITWCOMPANY Installation A bracing of trusses. e v TOT. LD. 42.0 PSF SEAN- 34354
A seal on nl I hty drawl
0Nor cover ior the des' I I s shown. The tthessdrawl
ng,i ty'dl c d use
ot•t�ii s a..of hg o...l C'of ••n°91 tooa i s"°h, 9/ 'fC 7,19$ �4�
8351 Rovana Circle responsl bl 11 ty of the Bul Irl ng Des'goer per ANSI/TPI 1 See.2. sr)OW.C�pQQ DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 Eo more Iorormatl on a this John general note page and these web sites: SPACI NG 24.0" JREF- 1VPZ7175Z09
ALPI NE: www.al pi mei tw.can; TPI: www.tui nst.org; WiCA: www.sbcl ndustry.coo, ICC: www.I ccsafe.org Renews:12/31/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. •
(0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - KG)
Top chord 2x4 DF-L22400f�2.04 °F-L #1&Bet. : 2 COMPLETE TRUSSES REQUIRED I :
Webs 2x4 HF Std/Stud Nail Schedul e:O.120"x3", min. nails
Special I oads Top Chord: 1 Row ®12.00" o.c.
Bot Chord: 2 Rows @ 5.00" o.c. (Each Row)
(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c.
TC- From 71 plf at -2.00 to 71 plf at 9.50 Use equal spaci ng between rows and stagger nails
TC- From 71 plf at 9.50 to 71 plf at 19.00 in each row to avoid splitting.
BC- From 4 plf at -2.00 to 4 plf at 0.00 4" o.c. spaci ng of nails perpendicular and parallel to
BC- From 14 plf at 0.00 to 14 plf at 8.00 grain required in area over bearings greater than 4"
BC- From 7 plf at 8.00 to 7 p1f at 18.94
BC- 2656.23 Ib Conc. Load at 8.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
BC- 1200.15 I b Conc. Load at 10.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC
BC- 1184.06 Ib Conc. Load at 12.00 DL=4.2 psf.
BC- 1178.71 I b Conc. Load at 14.00,16.00
BC- 1217.79 Ib Conc. Load at 18.00 Wind loads and reactions based on MWFRS.
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
[12] W5X7 S 2.25
[13] W3X5 2.75 R 1.25
[14] W3X5 S 3.75
6X6(R1)
4
3X5---,s 41111116‘111113X5[13]----z---
4
X5[13]4 r-- e
3-5-15
Milli .
' i''
W 0-4-3
•
9-0-0
1.5X4 III 4X8(R) III 5X7(R)[12] III 3X5[14] III
3X12(A1)= 4X12(A8R)
L-2-0-0--->1JJ 0"12
4
I.` 5-1 14 2-10-2-4 2_I- 3-0-0 1 4-4 2
2-10-2 '1` 5_1_2
5-1-2
L 9-6-0 I 9-5-4
Fc 18-11-4 Over 2 Supports
R=4009 U=38 W=5.5" R=6296 U=17 W=4.75"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft.
Truss Components of Oregon (503)357-7118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING/
825 N 4th Ave,Cornelius OR 97113 ••livoRrANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4�e��, AFF TC LL 25.0 PSF REF R7175- 91935
Trusses requl re extreme care in fabricating, handling, shi pp!ng, Install Ing and bracing. Refer to and follow
the latest edition of BCSI (Build ng Component Safety I nformati on, by TPI and WTGA for safetyp C ��e TC DL 1 0.0 PSF DATE 04/20/16
n to perform'ng these functl ons. Installers shall ) tedcoothes pse, er 14659 /
psheath temporary bracing per alI Unless erly ttachede, rfV.
[op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rl gid cel I1 ng. Locations shown for permanent lateral restral nt of webs shatI have bract ng Installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111141
,4 O]� secti ons B3, 07 or B10 as aopplicable Apply plates to each face of trussandposition as shown above and on
II L : the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL
I AI pi ne, a di vi si on of I TW Bui I dl ng Components Group 1 nc. silo'I not be respond bl a for any devi at'on from Thi s 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fal I ure to bui I d the truss i n conformance vel th ANSI/TPI 1, or for handling, shi ppl ng, •: I'
AN ITN,COMPANY a nstal I ate on s brae ng of trusses.
A onol on this drawl ng or cover paps listing this drawl ng, Indleet*,acceptance of profssslonol •mglnearleg 9 'F�7�1qs°� �7 TOT. LD. 42.0 PSF SEAN- 34437
respans)bl Il ty solely for the deal gn shomR, The Sul tabs II ty and use of tills drawl ng for any structure Is the /5P, PQQ DUR. FAC. 1. 15 FROM BB
8351 Rovana Circle respond bl I I my or the Bol I dl ng Desi finer per NISI/TN 1 Sec.2.
Sacramento,CA 95828 For more information see thi s i ob•s general notes page and these web sites: ANI.Q�
ALPI NE: www.al pe net tw,con, TPI: www.tpi net org; WIC, www,sbci ndustry.com: I CC. www.I ccsafe.org SPACING 24.0" J REF- 1VPZ7175Z09
RnnawS•12/31/9n17
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - IG)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x6 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
Special loads Wind loads and reactions based on MWFRS.
(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15)
TC- From 71 plf at -2.00 to 71 plf at 5.94 In lieu of structural panels use purlins to brace all flat TC w 24"
TC- From 71 plf at 5.94 to 71 plf at 7.06 OC.
TC- From 71 plf at 7.06 to 71 plf at 13.00
BC- From 4 plf at -2.00 to 4 plf at 0.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
BC- From 7 plf at 0.00 to 7 plf at 13.00 load applied per IRC-12 section 301.5.
TC- 500.00 I b Conc. Load at 5.89, 7.11
BC- 74.38 Ib Conc. Load at 2.00,11.00 Deflection meets L/360 live and L/240 total load. Creep increase
BC- 80.61 I b Conc. Load at 4.00, 9.00 factor for dead I oad i s 1.50.
BC- 216.43 I b Conc. Load at 6.00, 7.00
5X5= 5X5=
74
S
2-3-11
mil
m.
MIA own .
7_7--T..-:-
- 4_9-0-0 i
1.5X4111 3X5= 3X10(A1)
3X10(A1)
L-2-0-0-J
k 5-11-4 +1-1-8+ 5-11-4
I, 5-11-4 ,1,1-1-8,1, 5-11-4 J
i< 13-0-0 Over 2 Supports
R=1545 U=35 W=5.5" R=1363 U=22
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 . ti. QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 **WARNING!..READ AND FOLLOW ALL NOTES ON THIS DRAWING! ?4,. ' �` TC LL 25.0 PSF
825 N 4th Ave,Cornelius OR 97113 "IMPORTANT•* FURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. `�'cr .- REF R7175- 91936
Trusses require extreme care In Fabricating, handling, shipping, installing and bracing. Refer to and follow
the latest edition of Bcsl (Building Component safety In£ormatlon, by TPI and WTCA)for safety practices prior n TC DL 10.0 PSF DATE 04/20/16
n to performing these functions. Install ers shal I provi de temporary bracing per BCSI. del ess noted otherwi se, ff�. 14659�9
•
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r r
rl gi d eei l I ng. Loca<I ons shown for permanent lateral estral nt of webs shah have bract ng installed per BCsu BC DL 7.0 PSF DRW CAUSR71 75 16111142
All
Pd
II ql ti ons 83, B]Or B10, as applicable. Apply plates to each face of truss and post tl on as shown above and on I
II the Joint Details, unless noted otherwl se. Refer to drawl ngs 160A-Z for standard plate posi tl ons.
Rine a tlivision of ITW Building Components Group Inc. shall net be responalblsof!
fnr any dev;atib frnm t„,s BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fol I ure to but I d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, shl ppl ng,
AN ITW COMPANY i nstal I aoi on R braci ng of trusses.
A seal Re this drawleg or emror pogo IIetltq this drawl Indicates aeeeptaeea of professional wegie..ring 4.0.7, b9 TOT. LD. 42.0 PSF SEAN- 34348
responsl bl 11 ty sol sly fbr The desl gn shoe:[. The su1 Tobi I1 ty and see of this drael ng Per any etnaetar.1a the 9/S A9
8351 Rovana Circle reopens!bl l l ty of the BUI Idi ng Designer per ANSI/TPI 1 See.2. GO
DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nform.atl on see thi s i ob•s general notes page and these web sites: ���W.GV w
ALPINE: AWN.al pineltw.com: TPI: www.tpinst.pro: WTCA: wrvw.sbcindustry.com: ICC: www.iccsafe.org SPACI NG 24.0" J RE F- 1 VPZ7 1 75209
Rwnawe•79/41/'2017
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER—HILLSBORO —Windwood 1247A std heel -- VERIFY VERIFY, OR — I)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind loads and reactions based on MWFRS with additional C&C member
load applied per IRC-12 section 301.5. design.
Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow Ioad based on Pg=25.00 psf,
factor for dead Ioad is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
4X5(R1)
A _ 4 /
Illir
4I —
2-5-15
- +9-0-0
1. 5X4111 2X4(A1)
2X4(A1)
2-0-0--.J
f 6-6-0 T 6-6-0
6-6-0 I 6-6-0
1< 13-0-0 Over 2 Supports >1
R=727 U=3 W=5.5" R=571
RL=34/-39
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357'_'118 wwWARNING***READ AND FOLLOW ALL NOTES ON THIS DRAWING! �I��a *�F,e TC LL 25.0 PSF REF R7175- 91937
825N 4th Ave,Cornelius OR 97113 ..I SPownem* FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG TILE INSTALLERS.
Trusses requl re extreme care in fabrl rating, handling, shl ppi ng, Installing and bract ng. Refer to and follow
the latest edition of Bcsi (Building Component Safety I nformati on, by TPI and NTCA) for safety practices prior C ��' TC DL 1 0.0 PSF DATE 04/20/16
r• to perform)ng these functions. Installers shatI provide temporary bracing per BCSI Unless noted otherwise, /4 14659 9
[op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached `
rl gid cell l ng. Locations shown for permanent lateral restraint of webs Shari have bracing installed per BCSI BC DL 7.0 PSF DRW CAU5R7175 16111143
,4 r �� , sect)ons B3, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on 1
A II LO I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC
I Alpine, a division of Ibu Id the
ng Components Group Inc. shall not be responsible for any deviation from this
drawl ng, any failore to buil d the truss I n conformance with ANSI/TPI 1, or for handling, shipping,
AN IrweoMPANv Inatallatinn n bracing of tresses v TOT. LD. 42.0 PSF SEQN- 34350Seel on t1'14
hl s drawl;,°,-:',:
g or cover pegs'.1,11;,-.
I all rip thl a dreRl I ntll utas lance of prohssl oriel elgl nNfl9
pons)DI I I LY sol el y for the deal 9n show). The wl tabi'�1 tr and use o°i�P'a areal ng ror any Ntrpotwre I o'?he 9/ '4.0.7.1S 404
8351 Rovana Circle responsl bi I I ty of the Buil di ng Designer per ANSI/TN 1 See.2. d'r��M MV*GO
DU R. FAC. 1. 15 FROM BB
Sacramento,CA 95828 for more information see thio)ob.s general ore page and thee web sites, SPACING 24.0" JREF- 1VPZ7175Z09
ALPINE: www.al pi mei tw.con; TPI: www.tpi ns t.org; NTCA: www.sbci ndus[ry.corn; ICC: wow.iccsafe.org
Renews:1213112017
(0416169--PARR LUMBER-HI LLSBORO -WI ndwood 1247A std heel -- VERI FY VERI FY, OR - NG) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
Top chord 2x4 HF #2 Special loads
Bot chord 2x4 HF SS :B2 2x6 HF SS: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
Webs 2x4 HF Std/Stud TC- From 71 p f at 0.00 to 71 p f at 5.77
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bid Located TC- From 36 p f at 5.77 to 36 p f at 9.90
anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 dg,
wind BC BC- From 1471 p f at 9.90 to 1714 p f at 17.83
DL=4.2 psf. psf, BC- From 14 p f at 0.00 to 14 p f at 3.79
BC- From 7 p f at 3.79 to 7 p f at 11.87
Wind loads and reactions based on MWFRS. BC- From 14 p f at 11.87 to 14 p f at 15.83
BC- From 4 p f at 15.83 to 4 p f at 17.83
Cal cul ated hart zontal deft ecti on i s 0.14" due to I i ve Ioad and 0.14" BC- 495.48 I b Conc. Load at 5.78, 9.89
due to dead I oad. BC- 216.67 Ib Conc. Load at 7.83
Bottom chord checked for 10.00 psf non-concurrent bottom chord live In lieu of structural panels use purlins to brace all flat TC w 24"
load a lied OC.
pp per IRC-12 section 301.5.
JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load. Creep increase
No SIZE SHI FT BITE factor for dead Ioad i s 1.50.
[ 9] W4X5 S 3.25
5X7= 5X7=
3X5
3X5
41 -- I 4 1
0- 0 �i� 2-3I-11
= B2
-1-- = J 2 4X8= SS0514= 2 .9-0-0 If
SS0514
3X10(A1)- 4X5(R)[9] III 3X10(A1)
4-1-8
L -2-0-0-
3379-18 12 10 0 4-5-0 �` 1-10-0 '4
3 9-18
5-9-4 4-1-8
5-11-4
3-9-8
8-1-0 3-11-8
< 15-10-0 Over 2 Supports
R=1171 W=3.5" R=1333 U=3 W=5.5"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. 18 Gauge HS,Wave FT/RT=2%(06/8)/4(0) 16.01.00. tklBR° TY: 1 OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components Oregon regon (503)3574118 **WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
825N4th Ave,of Or usOR97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ` TC LL 25.0 PSF REF R7175- 91938
Trusses regui re extreme care In fabricating, handling, shl pp!ng, Installing and bracing. Refer to and follow y p t�
the latest edition Of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices or,Or 4 14659 1 ' TC DL 1 0.0 PSF DATE 04/20/16
to performing these functions. Installers shall provide temporary brad ng per BCSI. Unl ess otherwise, Ct
/411164
top chord shat I have properly attached structural sheathing and bottom chord shall have a proper!y attached
ri gi d cel 11 ng. Locatl ons shown for permanent I ateral restraint of webs shat I have bract ng I metal I ed per BCSI r' 1 BC DL 7.0 PSF DRW CAUSR7175 16111144
FI
rot se tions B3, 67 or 810, as app)l cab)e. Apply plates to each face of truss and position as shown above and o
Ail
L1=1^ III the lol nt Details, unless noted otherwise. Refer to drawings 160A-2 Por standard plate positions n
I \�11 I AI Pi ne, a dl„i sl of 1 Tw Bw di ng cpenrs ernnp I ne. anal I not ne rasPnnsi m e few any deal au on„oh
tnl s e a BC LL 0.0 PSF CA-ENG CWC/CWC
drawing, any fall ore to build the truss In conformance with ANSI/TPI 1, or for handl Ing, shipping, - v
AN Irweonnw.rlY installatlnn s bracing RE trusses. 9 'FQ 7w 10 QQr�' TOT. LD. 42.0 PSF SEON- 34439
. Asseal on thl s drawl no or cover page I I sting thl s drawl no, I ndl ores acceptance of professional engl nearing
pont bl l I ty solely fbr the design shawl. The sol tab'IIty and use of t Is drawl ng for any structure Isthe
8351 Aovana Circle
resporol bl 11 ty or the eUn dl ng Designer per ANSI/TPI ,Sea.g. 4/1", 01 C�p� DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nforma tt on see thi s j ob.s general notes page and these web sites:
ALPI NE: www.a1 pi mei tw.con; TPI: www.tpi net.org; WMA: www.sbci ndustry.corn; ICC, www.I ccsafe.org Renews:12/3112017 SPACING 24.0" JREF- 1 VPZ7175Z09
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - PG)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x6 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
Special loads Wind loads and reactions based on MWFRS.
(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC- From 71 p f at -2.00 to 71 p f at 5.94 In lieu of structural panels use purlins to brace all flat TC c 24"
TC- From 36 p f at 5.94 to 36 p f at 7.06 OC.
TC- From 71 pfat 7.06 to 71 pfat 15.00
BC- From 4 p f at -2.00 to 4 p f at 0.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live
BC- From 7 p f at 0.00 to 7 p f at 13.00 load applied per IRC-12 section 301.5.
BC- From 4 p f at 13.00 to 4 p fat 15.00
TC- 500.00 Ib Conc. Load at 5.89, 7.11 Deflection meets L/360 live and L/240 total load. Creep increase
BC- 74.38 I b Conc. Load at 2.00,11.00 factor for dead I oad i s 1.50.
BC- 80.61 I b Conc. Load at 4.00, 9.00
BC- 216.43 Ib Conc. Load at 6.00, 7.00 JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 6] W1.5X4 S 2.25
5X5= 5X5=
s -14
4 x
2-3-11
1%1 ism
+9-0-0
1. 5X4[6] Ill
3X10(A1)= 3X10(A1)
3X5LE- =
2-0-0->1 l<-2-0-0-->-1
I` 5-11-4 1-1-8J< 5-11-4
1 1 $
5-11-4
,I, ,1, 5-11-4 J
13-0-0 Over 2 Supports
R=1510 U=32 W=5.5" R=1510 U=32 W=5.5"
Design Cri t: I RC2012/TPI -2007(STD)
PLT TW. Wave FT/RT=2%(0%)/4(0) 16.01.00. t 01410, TY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft.
Truss Components of Oregon (503)357-2118 "WARN/NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAIN NG! F
825N4th Ave,Cornelius OR97113 `•IIRORTANT•• FURNISH THIS DRAs1NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �Ca �w TC LL 25.0 PSF REF R7175- 91939
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow fd�s-
the latest edition of BCSI (Building Component Safety Information, by TPI end WTCA)for safety practices prior AfV 1 46 59 9 TC DL 1 0.0 PSF DATE 04/20/1 6
to performing these functl ons. I nodal I ers shall prod'de temporary bracing per BCSI. Unless noted otherwise, ` F.iop chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached
ri gid cei I i ng. Locati ons shown for permanent I ateral restral nt of webs shat l have braci ng i natal I ed per BCSI I . 1 _.i BC DL 7.0 PSF DRW CAUSR7175 16111145
ectl ons 83, BT or 810, as applicable. Apply plates to each face of truss and position as shown above and on s
,4
! Joint DetalIs, unless noted otherwise. Refer to drawings 160A-Z for standard Tate Itlons. BC LL 0.0 PSF CA-ENG CWC/CWC
LO O N I I the p
Al pi ne, a di vi sl on of I TW Bul l ding Components Group Inc. sha11 not be respond bl efor any devi ati on from any s
drawing, any failure to build the truss In conformance with ANSI/3P1 1, or for handling, shi ppl ng,
W COMPANY I notal I ati on 3 braei ng of trusses
AN IT . *4. 'F' 7,igg9 Qq'v TOT. LD. 42.0 PSF SEQN- 34433
A seal on tN s drawl ng or cover pegs I I stl w9 the s drawl 19, I ndl Ates acceptance of profess!one! .91 mewl
respond show.I 1 ty sol el y for Tdes)pn sho . The sue tab)I H ty and use of t I s drawl ng for any structure I s'HTM
8351 Rovana Circleresponse bl I H ty of the Sul I dl r9 Desi prier per ANSI/TPI 1 See.i. 44N W.vis DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more information see this job s general notes page and these web sites.
ALPINE: www.al pi nel tw.corn: TPI: www.tpi not.ore: WTCA: wwwsbci ndustry.coin; ICC: wwwi ccsafe.org Renews:12/31/2017 SPACI NG 24.0" J REF- 1 VPZ7175ZO9
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - P)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud
DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member
I oad applied per IRC-12 section 301.5. design.
Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow Ioad based on Pg=25.00 psf,
factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
4X5=
--14 1
PI
4 (-
2-5-15
1.5X4 III9-0-0
2X4(p1)= 2X4(A1;
L-2-0-0---->11-c-2-0-0-->1
6-6-0 '< 6-6-0
I, 6-6-0 ,I_ 6-6-0 J
k 13-0-0 Over 2 Supports
R=719 U=3 W=5.5" R=719 U=3 W=5.5"
RL=46/-46
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. • C
0 O •TY:3 OR/-/1/-/-/R/- Scale =. 375"/Ft.
Truss Components of Oregon (503)357-2118 "WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! �C
825N4th Ave,CorneliusOR97113 •*IWPDRTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THEINSTALLFJ6. TC LL 25.0 PSF REF R7175- 91940
Trusses regui re extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow
the latest edition of BCSI (Elul Iding Component Safety Information, by TVI and NTCA)for safety practices prior 40 14859 'r
7 DL TC 10.0 PSF DATE 04/20/16
to performing these functl ons. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. f1�
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached `
rl gl d cei I I ng. Locati ons shown for permanent 1 ateral estrai nt of webs shat I have bracing I natal I eel per BCSIII LidilhbPSF DRW CAUSR7175 16111146
.4 `� T. sections 83, 87 or 810, as applIcable. Apply plates to each face of truss and position as shown above and on BC DL 7.0 OJ I the Joint Detal ls, unless noted otherwl se. Refer to tlrawi nos 160A-Z for standard plate post LI ons.
! Alpine, a division of ITw Building Components Group Inn. shell not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fat lure to but I the truss In conformance with ANSI/TPI 1, or for handling, shi ppin e
AN ITW COMPANY Installation R braci n g•
g of trusses.
. A seal on this drawl ng or cover page IIstIng this dras,ng, Indicates acceptance of professional eV 119 9, ,f�7 1g6g Q�v TOT. LD. 42.0 PSF SEON- 34435
responsibi l l ty solely for the design shown. The sul tabl Ity end use f thIn drawing for any structure 1s the Q
8351 RovanaCrcle reepo slbn l ty or the sural q Daslg ar per ANsllrpl ,Sec.2.
sryaNw.G�Qa DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more 1 nformati on see thi s)ob•s general notes page and these web si res:
SPAC I NG 24.0" J RE F- 1VPZ7175Z09
ALPINE: www.al pi nei tw.coTVI: www.tpl nst,org; WICA: www.sbci ndustry.nom; ICC www.i Unsafe.org Renews:12/31/2017
4
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - BG)
Top chord 2x4 HF #2 Special loads
Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bid Located TC- From 71 plf at -2.00 to 71 plf at 1.85
9BC- From 4
anywhere i n roof, RISK CAT 11EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 pl fat 0,00 to 7 pl f at 77 .94
DL=4.2 psf. BC- 14.00 I b Conc. Load at 2.00
BC- 26.16 I b Conc. Load at 4.00
Wind Ioads and reactions based on MFRS. BC- 104.98 Ib Conc. Load at 6.00
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 Iive and L/240 total load. Creep increase
I oad applied per IRC-12 section 301.5. factor for dead I oad i s 1.50.
R=130
4 I— @r
9-7-13
0-11-5I
9-0-0 V
2X4(A1)
L---2-0-0 >< 1-10-3 >i< 6-1-1
lac 7-11-4 Over 3 Supports >I
R=306 U=33 W=5.5" R=101
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. <p CI.Gp •TY:3 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 ••SARNI NGI••READ AND FOLL N ALL NOTES OR DRAWING! •t�4 F TC LL 25.0 PSF REF R7175- 91941
825 N 4th Ave,Cornelius OR 97113 '•I(PORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE I NSTALLERS.
Trusses require extreme care In fabri cat!no, handling, shl ppi ng, installing and bracing. Refer to and follow
the latest edition of BCS( (Building Component Safety Information, by TPI and AICA) for safety practices prior CC r.14659 4* 14. TC DL 10.0 PSF DATE 04/20/16
n to performing these functl ons. Itotal lers shall provide temporary bracing per SCSI. Unless noted otherwl se,
top chord shall have properl y attached structural sheathing and bottom chord shall have a properly attached
rigid cel I I ng. Locati ons shown for permanent I aferal restral nt of webs shat I have braei ng i notal I ed per BCS( - g`r BC DL 7.0 PSF DRW CAUSR7175 16111147
,4 O�� sections B3, B7 or B10, as app)lcabl e. Apply plates to each face o£truss and posi SI on as shown above and on
II L„AbbI the Join[Detal is, unless noted otherwise. Refer to drawl hogs 160A-Z for standard plate positions.
I Alpine, a division of ITR Buildlrg Components Group Inc. =Hall net be responsible£er any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC
i drawing, any failure to bud the truss in conformance with ANSI/TPI 1, or for handling, shipping, v
AN ITW COMPANY installation a bracing of trusses_ A •F $9 TOT. LD. 42.0 PSF SEON- 34198
A seal on this drawl ng or Cover page listing thls drawlnnpp Indicates acceptance of professional anpineering 9� C.7,1g Q�
wa=gons)bl l l ty solely for the dealgn shown. The sul tab!!!ty and use of this drawing for any structure Is the
8351 Rovana Circle wa=gon)bi I I ty of the IW!I dl ng Desi goer per ANSI/Tvl 1 Sec. sr/ga.w•00 OUR. FAC. 1. 15 FROM BB
Sacramento,CA95828 For more Information see this Job's general notes page and these web sites: SPACI NG 24.O” JREF- IVPZ7I75Z09
ALP(NE: www.al pi nal tw.cam: TPI: www.tpl nst.org; WTCA: ,eoe sbci ntlustry.cum; ICC, www.I ccsafe.org Renews:12/3182017
THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - B)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=4.2 psf.
load applied per IRC-12 section 301.5. Wind Ioads and reactions based on MWFRS with additional C&C member
Deflection meets L/360 Iive and L/240 total load. Creep increase desi gn.
factor for dead load is 1.50.
R=10710-3-13
4 �— T
1-7-5
i
9-0-0 It
2X4(A1)
-2-0-0 >l< 3-10-3 >i< 4-1-1 J
r 7-11-4 Over 3 Supports
R=384 U=4 W=5.5" R=107
RL=32
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 1.,+,, leRo :3 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon 503)357-2118 "WARNINGI"READ AND FOLLOW ALL NOTESaNTHISDRAWING! REF R7175 91942 _
825 N 4th Ave,Cornelius OR 97113 "I NpORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �S 11
44 TC L L 25.0 PSF
Trusses requl re extreme care in fabricating, handl log, shl ppl ng, Installing and bracing. Refer to and follow 0
the latest edition of BCSI (Building Component Safety Information, by TPI and WrCA)for safety practices prior 14659 9 TC DL 1 0.0 PSF DATE 04/20/16
to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unl Ess noted otherwise.
top chord shall have properly attached structural Sheathing and bottom chord shall have a proper!y attached
ri gl d eei I i ng. Coati ons shown for permanent I ateral rostral nt of webs shat I have bract ng I natal I ed per BCSI • r BC DL 7.0 PSF DRW CAUSR7175 16111139
Ail I sections B3, B)or Bt as applicable. Apply plates to each Face of truss and position as shown above and on
II A II the lolnt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this •:
(0416169—PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive DL=4.2 psf.
Ioad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member
Deflection meets L/360 live and L/240 total load. Creep increase desi gn.
factor for dead load is 1.50.
10-11-13 '
R=172 U=10
4 I-
2-3-5
i
+9-0-0 /
2X4(A1)
-2-0-0 >i< 5-10-3 >lc 2-1-1- ->1
7-11-4 Over 3 Supports
R=451 W=5.5"
RL=43 R=114
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00.0 +, QTY: 3 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 **WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! tpp •r O
825N4th ponent Cornelius OR97113 •.IIPoRTANr•• FURNISH THIS DRAM NG TO ALL cONTRACTGRS INCLUDING THE INSTALLERS. `�P �� TC LL 25.0 PSF REF R7175- 91943
Trusses requl re extreme care In fabrl cats ng, handling, shipping, Instal l l ng and bracing. Refer to and follow
the Iatest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior „,,r; 11".-4659
S c9�� TC DL DATE
to prforming these functions. InstalIers shall provide temporary bracing per BCSI. Unless noted otherwise, 417 59 'Q 1 0.0 PSF 04/20/16
top chord hall have properly attached structural sheath)ng and bottom chord shall have a properly attached Q
ri 91d cel I;ng. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI BC DL
Odilhh
Ar 0`� ecp ons Ba, BZ or 010, as applicable Apply plates to each face of truss and posi tl on as shown above and on F W 7.0 PSF DRW CAUSR7175 16111148
II L JIf
I the Joint Details, less notetl therwi se. Refer to Arawings 160A-Z for stands plate positions.
I AI Ina, a tlivlsion of ITN Buildirg Components Group Inc. shall n°t be responsible fnr any tleviatlon frnm this BC LL 0.0 PSF CA-ENG CWC/CWC
drawing, any faiIure to bulld the truss In conformance with ANSI/TPI 1, or Por handling, shipping,
AN IrweonnwwY Instal ion tit e bracing of trusses 9 .4 TOT. LD. 42.0 PSF SEAN- 34313
A scall 011 hty drawl
ng or
cove r page
I I stl ng thi s drawl ng, I ndl Bates acceptance of profess!onal eV mean ng 9 '4.0,7 �y8 �r'
response bl I I r i g slope. The su!tebl I 1 ty and use of the s drawl ng Por COY structure Is the �S FROM BB
8351 ROyanaCircle tY° the Sul Oeslgner per ANsI/Tpl 1 See.2. D.fry C�PQQ DUR. FAC. 1. 15
Sacramento,CA 95828 For more I nformat;on see the s i ob•s general notes page and these web sines: MM �!
ALPINE: www.al p;meitw.cm; TPI: www.tpinst.org; WTCA: WNW.sbc;ndustry.com: ICC www.iccsafe.org SPACING 24.0” J REF- 1 VPZ7 1 75209
Renews:12/31/2017
(0416169--PARR LUMBER-HI LLSBORO -tai ndwood 1247A std heel -- VERI FY VERI FY, OR - 82) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR.
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member
load applied per IRC-12 section 301.5. design.
Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure.
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHI FT BITE
[ 9] W1.5X4 S 2.25
2X4 III
Is
11
4 2-11-11
i
■
�J4_9-0-0
90-0
—�
...-
1.5X4[9] III
2X4(A1)
—2-0-0--->iL
I"` 7-9-81,.12
?1
7-11-4 Over 2 Supports
R=517 W=5.5" R=309 U=4
RL=55
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY:5 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 "WARN■NGI" READ mroFOLLOW ALL NOTES ONTHIS DRAM NG! ��Q1�� 0,4- TC LL 25.0 PSF REF R7175- 91944
825 N 4th Ave,Cornelius OR 97113 - '•I WPORTANT•• FURNISH THIS DRAM NG TO All CONTRACTORS INCLUDING THE INSTALLERS.
Trusses regui re extreme care In fabricating, handling, shi ppl ng, instal l lrg and bracing. Refer to and follow
the latest edition of BCS! (Building component safety Information, by TPI and WTCA)for safety practices prior r \ %' TC DL 1 0.0 PSF DATE 04/20/16
r. to performing these functl ons. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, AI 1 4659 '9
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached I
rl al d cel l ing. Locatl ons shown for permanent lateral restral nt of webs shall have braci ng install ed per SCSI r. BC DL 7.0 PSF DRW CAUSR7175 16111149
rl 1 O`� � sections B3, 87 or BIO, as applicable. Apply plates to each face of truss and position as shown above and on /.#611 .
II L J the Join[Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posltlons. BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, a tli vl sl on of ITR euildlrg Components Group Inc. shall not be responsible for any deviation from this
g, any fat l are to bol I the truss In conformance wl th ANSI/TN 1, or for handl l ng, shl ppl ng, e.,, e.
AN ITW COMPANY install onion&bract ng of trusses. v TOT. LD. 42.0 PSF SEAN- 34315
. Aseal on thl s drawl ng or cover page I I sting thl s drawl eg I ndl Utes eeee tanto of rprofess)onel ental neeri eQ . 'it.7 19
$9
pont bl I I ty sol el y Ter the deal gn shawl. The sol tab!I I ty and use of thl s drawl ng for any structure I s the 9i�A ,
8351 ROvuna Circleraspond bill ty of the But I dl n9 Designer per ANSI/TPI 1 See.2.� V'/'4 fWr co DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more Information see this job's general nates page and these web sites: R� SPACI NG 24.0" J REF- 1 VPZ7 1 75Z09
ALPINE: www.al pl nel tw.cam; TPI: www.tpi nst.org; RICA: www.sbci ntlustry.cam; ICC: www.iccsafe.org
PYr`ewg 1283112417
THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - B2G)
Top chord 2x4 HF #2 Special loads
Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
Webs 2x4 HF Std/Stud :W1 2x4 HF #2: TC- From 71 pl f at 0.00 to 71 pl f at 7.94
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 7 plf at 0.00 to 7 plf at 7.94
wi nd TC DL=6.0 psf, wi nd BC BC- 1226 .12 I b Conc. Load at 2.00,0, 4.00
anywhere i n roof, RISK CAT I I, EXP B,
DL=4.2 psf. BC- 2264.20 I b Conc. Load at 6.00
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind loads and reactions based on MWFRS.
load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure.
Deflection meets L/360 Iive and L/240 total Ioad. Creep increase JT PLATE LATERAL CHORD
factor for dead load is 1.50. No SIZE SHIFT BITE
[ 5] W4X8 S 5.00
[ 6] W5X5 3.00 L 1.25
[10] W5X5 S 2.00
1.5X4 III
5X5[6]
■
41--- ;% II
2-11-11
ill
i
J9-0-0
�1 4X8[5] Ill 5X5[10]=
4X5(A1)
6-0-0 1-9-8 1"12
6-0-0 1-11-4
I< 7-11-4 Over 2 Supports
R=1036 U=8 W=5.499" R=2096 U=9
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%B)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 "WARM NGI^READ AND FOLLOW'ALL NOTES ON THIS DRAW!NG!
825N4th ponent ComelmsOit97113 u=ses regwrel a care Inca£ab cI SH a9!ngORhand�Ing,TO ALL shlGppOing CONTRACTORS
antl THE I bradngTReLERSfer to and follow �5���� 'OFA TC LL 25.0 PSF REF R7175- 91945
the Iatest edition of BCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior n TC DL 1 0.0 PSF DATE 04/20/16
to performing these functi ons. Installers shall provide temporary bracing per SCSI. unless noted otherwise, 1 46 5 9
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r
rl gid cel I i ng. Locati ons shown for permanent I ateral restraint of webs shat I have brad ng;natal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111150
Ail
�O`� n sections OS, BT or B10, as applicable. Apply plates to each face of truss and position as shown above and on 1
II J the Joint neTallo unless notetl otherwise. Refer es drawings of for standard plate positions.
: Alpine, a di vi si on of I TW Bui I dl rg Components Group Inc. ,hal I not be responsi bl a Por any devl ati on from th;s BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fal I ore to bui I d the truss I n conformance wl th ANSI/TPI 1, or for handling, shi ppl ng,
AN ITW COMPANY i nstal I ail on a bracing of trusses.
A seal on tm,dnWleg or Bever R.W.listing thIN growl ww �v TOT. LD. 42.0 PSF SEAN- 34391
response b!I I ty solely for the deal gn I Istishown. The sur tabic ll 1 tl nen cats,acceptance or profess!ons! engl neer!ng /9 /`C 7 19.g `/
response bl I Ity of the Rol Idl pea! Y and use of lois drawl ng for any structure Is the /��'4N"Ow,CH�QQ OUR. FAC. 1. 15 FROM BB
8351 Rovana Circleng goer per ANSI rtpl 1 See.2. Y
Sacramento,CA 95828 For more I nformaci on see this 1 ob•s general notes page and these web si Yes:
ALPINE: www.al pineltw.com; TPI: www.tpiost.org; WTCA: www.sbd ndustry.mm; ICC www.Iccsafe org SPACI NG 24.0" J RE F- 1 VPZ7 1 75209
Roaewe:12111204,
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - H)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member
I oad applied per IRC-12 section 301.5. desi gn.
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Right end verti cal not exposed to wi nd pressure.
factor for dead Ioad is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 9] W1.5X4 S 2.25
2X4 III
/
II
4 � C.C111 2-11-11
Ilial
' 1.5X4[9] III
2X4(A1)
L-2-0-0—>i
7-9-81"12
�r1
'< 7-11-4 Over 2 Supports
R=517 W=5.5" R=309 U=4
RL=55
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. . - ? i7Re QTY:25 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 **WARM NGI ww READ AND FOLLOW ALL NOTES ON THI s DRAWI NG!
�Q1 ,
825 N 4th Ave,Cornelius OR 97113 •1lipORTANr.• FURNISH THIS DRAWING To ALL CONTRACTORS INCI=NG THE INSTALLERS. 'L TC LL 25.0 PSF REF R7175 91946
Trusses require extreme care in Fabricating, handling, shipping, I nstal l i,g and bract no. Refer to and fol l Ow •
the latest edition of BCSI (Bun dl ng component safety Information, by TPI and WSCA) for safety practices prior go 1 4659�'Y ' TC DL 10.0 PSF DATE 04/20/16
n to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise.
[op chord shalI have properly attached structural sheathing and bottom chord shall have a properly attached
BC DL 7.0 PSF,41164, ri gl d cel 1 I ng. Locati ons shown for permanent I ateral eachi nt of webs shat I have braci ng instal I ed per BGSI r- , _/ DRW CAUSR7175 16111151
,4 t sect)ons H3, 87 or B10, as applicable. Apply plates to face of truss and position as shown above and on
the nt Dotal Is, unless noted othetwlse. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA ENG CWC/CWC
Alpine, a dl vl si on of ITW Bui l di ng Components Group Inc. shall not be responsl ole for any devi atl on from this ,,
drawl ng, any fai Iore t0 but Id the truss in conformance wl th ANSI/TPI 1, or for handling, shl poi ng,
AN ITW COMPANY I nstal I ati on&braci ng of trusses. V
A Waal on this drawl ng or cover ops Iistlp this drawl Indicates acceptance of profess!ono! enginaerl09 /� '4.C,7t 199 �� TOT. LD. 42.0 PSF SEAN- 34356
respond bl I I ty sol el y for the deal gn shown. The Sul tabillti ty and use of thi a drawl ng for any structure I s the Q
83S]Rovana Circle response bl l l ty of the Sul ldl ng Designer per ANSI/WI 1 See.2. WPM ae C.0.`c DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1VPZ7175Z09
ALPI NE: www.al pi nei tw.corn: TN: wax.tpi est.erg; WTCA: wow.sbci ndustry.cot: ICC: wwwi ccsafe.org Renews:12/31/2017
(0416169--PARR LUMBER—HI LLSBORO —WI ndwOOd 1247A std heel -- VERIFY VERIFY, OR — 00THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
Top chord 2x4 HF #2
Bot chord 2x6 HF #2 2 COMPLETE TRUSSES REQUI RED I
Webs 2x4 HF Std/Stud Nail Schedul e:O.120"x3", min. nails
Special I oads Top Chord: 1 Row @12.00" o.c.
(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Bot Chord: 2 Rows @ 6.00" o,c. (Each Row)
Uses
TC- From 71 pl f at 0.00 to 71 pl f at 5.731 Row @ w" n.C.
TC- From 71 plf at 5.73 to 71 plf at 7.94 Use equal wptoiag dtspltns and stagger nails
i
BC- From 7 pl f at 0.00 to 7 pl f at 7.94 n each row to avoid spli tting.
PLT- 361.98 Ib Conc. Load at ( 5.68,11.18) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
PLB- 196.03 I b Conc. Load at ( 2.00, 9.04) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
PLB- 1444.81 I b Conc. Load at ( 4.00, 9.04) DL=4.2 psf.
PLB- 808.41 I b Conc. Load at ( 6.00, 9.04)
In Iieu of structural panels use purlins to brace all flat TC @ 24" Wind loads and reactions based on MWFRS.
OC.
Right end verti cal not exposed to wi nd pressure.
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease JT PLATE LATERAL CHORD
factor for dead Ioad is 1.50. No SIZE SHIFT BITE
[ 5] W4X5 S 3.50
[12] W3X5 S 1.25
5X5= 1.5X4111
2-1-7 2-2-14
_.....a1111111111111111111 mim
II
i
■ 74
4X5[5] Ill 3X5[12]--
9-0-0 1
3X5(A1)
5-8-12
5-8-12 F 2- 2-8
5-8-12 J, 2-2-8 J
f 7-11-4 Over 2 Supports
R=1501 U=16 W=5.5" R=1930 U=15
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. BRp�E, TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 ""WARN!NGI"" READ AND FOLLOW ALL NOTES ON Tills DRAM NG!
825 N4th Ave,Cornelius 01197113 •"IIPORfMlT•• FURNISH THIS DRAWING To ALL CONTRACTORS INzwIND THE IxsTULERs. �e �� TC LL 25.0 PSF REF R7175— 91947
Trusses require extreme care In fabricating, handl;ng, sh;poi ng, Installing and bracing. Refer to and follow
the latest edition of Besl (Bun di ng Component safety Information, by TPI and WTCA)for safety practices pr;or
,..*w8 14659�1 TC DL 10.0 PSF DATE
to performing these fundi ons. Installers shall prowl de temporary bracing per BCSl. Unless noted otherwise, 04/20/1 6
4111164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
ri g;d ceiling. Locatl ons shown for permanent lateral restraint of webs shall have bract ng installed per BCS! ! ! _.� BC DL 7.0 0 PSF
.4 r O`� I n sect)ons 83. B7 or 810, as apps I cabs e. Apply pl ates to each face of truss and post tl on as shown above and on DRW CAUSR7175 16111152
II L J the Joint Details, unless noted otherwl se. Refer to drawl ngs 160A-Z for standartl plate positions.
1 Alpine, a d;vision of ITW Buildlrg Components Group Ino. span not be respons;ble for any deviation from this .-.--... BC LL 0.0 PSF CA-ENG CWC/CWC
draw;ng, any fai I urs to bui I d the truss i n conformance wi th ANSI/TPI 1, or for handl;ng, sle poi ng, v
AN ITW COMPANY I nstal I at'on&bracing of trusses. _
. A seal on tbla drawing or cover page IIstir*tills drawl ng Inmates acceptance of profess'anal englneering 9/ fL 7.19$.101-% TOT. LD. 42.0 PSF SEAN- 34352
responslbl l l ty solely for the design shows. The sul tabs l sty and use of this drawl for any structure Is the
8351RovanaCrcle reapo slblllty or the Idlny Bealyner per ANSI MI ,seg,,. `�T/gNW.CNS' DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformatl on see thl s)ob•s general notes page and these web sites;
ALPINE: wwwalplmeltw.co, TPI, www.tpinst.or, wrcA: www.sbcl ndustry.caw ICC: www.Iccsafe.org Renews:12/31/2017 SPACI NG 24.0" J REF- 1 VPZ7 1 75Z09
I
THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - CG)
Top chord 2x4 HF #2 Special I oads
Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bid Located TC- From 71 plf at -2.00 to 71 plf at 1.85
anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 wi nd BC BC- From 4 pl f at -2.00 to 4 pl f at 0.00
DL=4.2 psf. psf, BC- From 7 pl f at 0.00 to 7 pl f at 5.94
BC- 14.00 I b Conc. Load at 2.00
Wind I oads and reacti ons based on MWFRS. BC- 26.16 Ib Conc. Load at 4.00
Bottno
Deflection meets L/360 live and L/240 total load. Creep increase IIoadom applied percked IRC-12rsecctionchord ch00psf 301.5n-concurrent bottom chord live
factor for dead load is 1.50.
R=65
41--- �1
9-7-13
0-11-5
X9-0 0 6
2X4(A1)
L---2-0-0 >1< 1-10-3 >lc 4-1-1 J
5-11-4 Over 3 Supports >I
R=329 U=33 W=5.5" R=74
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. p1I410FTY:5 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 ""WARM e
NGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 25.0 PSF
825 N 4th Ave,Cornelius OR 97113 "1 NPORTANT” FURNISH TNI S DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. CO. REF R7175- 91948
Trusses regal re extreme care In fri
abcating, handl ing, shi ppl ng, Installing and bract ng. Refer to and follow ll,�
the latest edition of BCS' (Building Component Safety Information, by TP44 I and WSCA)for safety practices prior �'9 Ir.
TC DL 10.0 PSF DATE 04/20/16
to performing these functions. Installers shall provide temporary bract ng per BCS1. Unless noted otherwise, Cy
top chord shall have properly attached structural sheath'ng and bottom chord shall have a properly attached
rigid eeini Locations shown far permanent lateral restraint of webs shall have bracing Instaned per SCSI 1 _.i BC DL 7.0 PSF DRW CAUSR7175 16111153
,4 O�� , sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on
Illi L I the Jai nt Detai I s, and ass noted etherwi se. Refer to drawl ngs 160A-,for standard pi ate peal ti ens. BC LL O.0 PSF CA-ENG CWC/CWC
I Al pi ne, a di v1 sl on of I TW Bui I di ng Components Group Inc. shat I not be responsi 61 a for any devi ati on from this • e'
drawing, any fol lure to bui Id the truss In conformance with ANSI/TN 1, or for handl ing, shlppi ng, No.
AN ITW COMPANY I natal I au on&brat'ng of trusses.
. A seal on this drawing or cover page IIst'ng this drawl ng, IMlutes acceptance of professional englneer'ng 9� 'it.7,1959 Qki'' TOT. LD. 42.0 PSF SEON- 34318
re0po�nsl bl 11 ty sol el y for the deal gn shun. The sal tab!I I ty and use of th1 s drawl ng for any structure I s the wwQ OUR. FAC. 1. 15 FROM BB
8351 Ruvana Circle responsl bl I I Ty of the Bal l dl ng Deal plat per ANSI/TPI ,Sec.z. riq p W.VA
Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: v
ALPINE: www.a1 pi mel'Le.corn; TP': wwe tpi nst.org; WTCA: www.sbci ndustry.corn; ICC: www.i ccsafe.org Renews:12/31/2017 SPAC I NG 24.0'i J RE F- 1 VPZ7175Z09
(0416169—PARR LUMBER—HI LLSBORO —Windwood 1247A std heel -- VERIFY VERIFY, OR — C) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
load applied per IRC-12 section 301.5. Wind Ioads and reactions based on MWFRS with additional C&C member
desi gn.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
N +10-3-13 1
4 (
R=97 U=4
1-7-5
i
+9-0-0
2X4(A1)
-2-0-0 >l< 3-10-3 >i< 2-1-1--->J
5-11-4 Over 3 Supports >I
R=378 U=6 W=5.5"
RL=32 R=81
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2n%n(Q%)/4(0) 16.01.00. p1pbgoFe. TY:5 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 ..WARM NGI row READ AND FOLLOW ALL NOTES ON THIS DRAWING'
825N4th Ave,Comehus0 97113 "IwoRrurr" INCLUDING THIS DRAWING TO ALL CONTRACTORS lNING rNe INSTALLERS. ;C . TC LL 25.0 PSF REF R7175- 91949
Trusses requl re extreme care In Fab,cats ng, handl log, shi ppl ng, installing and bract no. Refer to and follow
SIV
the lafost tion of Bcs1 (Building Component Safety Information, by TPI and wrCfor safety practices prier 4.6 14659 9 TC DL 10.0 PSF DATE 04/20/16
to Performing ng these func[I ens. Installers shall Provide temporary bracing per BCSI SI. Unless noted otherwise,
Ce
fop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rl gl d cei I i ngi Locati ons shown for permanent I ateral restral nt of webs shat I have bract ng instal I e,per BCSI e" ag g _.I BC DL 7.0 PSF DRW CAUSR7175 16111154
Ail
L �� ectl ons B3, B)or 816, as applicable. Apply plates to each face of truss and post ti on as shown above and o
A II l I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions n BC LL 0.0 PSF CA-ENG CWC/CWC
I Al pi ne, a di vi sl on of I TW Bul I di ng Components Group Inc. shat I not be respsnsi bl a for any devi at on from thl s a". _e
drawing, any fel lure to but Id the truss In conformance with ANSI/TPI 1, or for handling, shipping, r _
AN IrwconnaANY Installation&bracing of trusses. 4 'FC.7 '199 Q� TOT. LD. 42.0 PSF SEON- 34320
. A seal on th1 s drawl ng or cover peps 11st!rep thl s drawl ng, I mol rotas acceptance of profess/onal ental neer!ng / _
responsibi I l Ty solely for the design shown. The Sul tab/I lty and use of this drawing for any structure Is the �NN W.GskP DUR. FAC. 1. 1 5 FROM BB
8351 Rovana Circlerasponsi bi I I ty of the WI I dl ng Des'goer per ANS!/TP1 1 see.2.
Sacramento,CA 95828 For more I nformatl on see thl s i ob•s general notes page and these web sl tee:
ALPINE: www.al pineltw.com; TPI: www.tpinst.org; wtCA: www.sbcindustry.coat ICC, www.Iccsafe.org Renews:12/3112017 SPACI NG 24.0" J RE F- 1 VPZ7 1 7 5 Z09
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - C1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member
I oad applied per IRC-12 section 301.5. design.
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Ri ght end verti cal not exposed to wind pressure.
factor for dead load is 1.50.
1. 5X4 Ill
/
a1—
2-3-11
1. 5X4 III I ill I I
2X4(A1)
-2-0-0- ->-1
f< 5-9-81"12
5-11-4 Over 2 Supports
R=439 W=5.5" R=216 U=2
RL=44
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2°/BOD/e /4 0 16.01.00. 0 .,
( ) O :D�O/w TY:8 OR/-/1/-/-/R/- Scale =. 5"/Ft. _
Truss Components of Oregon (503)357-''118 ••WARM NGI**REAM AND FOLLOW ALL NOTES ON THIS DRAM NO t
825 N4th Ave,Cornelius OR 97113 *vilmoRTlwr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TRE INSTALLERS. "`�'w�e�-��� TC LL 25.0 PSF REF R7175- 91950
Trusses regulre extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow �
the latest di ti on of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior W 14659 -r TC DL 1 0.0 PSF DATE 04/20/16
to performing these functl ons. installers shall prowl de temporary bracing per SCSI. Unless noted otherwise, QC r
II LO��
top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached
rigid telling. Locations shown for permanent lateral restraint of webs shall have brad ng Installed per BCSI r 1 _.� BC DL 7.0 PSF DRW CAUSR7175 16111155
.4 T! sections B3, BT or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on
I the Jol nt 0etai l s, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions.
I ' Al pi ne, a di vi si on of ITN Bul I di ng Components Group Inc. shat I not be response bl a for any devi ate on from this .._, .0. BC LL 0.0 PSF CA-ENG CWC/CWC
drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping,
AN ITW COMPANY I nstal I ati on&bract ng of trusses. �/
A seal on this drawl ng or rover page IlstIng MIs drawl Indlcot.a cceptents of prof.sse°nal .ngineer!ng 9/ QFC.7,19 9 Qr4' TOT. LD. 42.0 PSF SEQN- 34322
respans)bl I I ty woe el y for the design shown. The sue tabi111I ty vend use of the s drawl for any structure I s the s�,4H ver GO‘ DUR. FAC. 1. 15 FROM BB
8351 RBVana Circleresponse bl l l ty of the Bul ldl ng Designer per ANSI/TPI 1 Sec.2.
Sacramento,CA 95828 For more i nformatl on see thi s)ob•s general notes page and these web sI res:
ALPINE: www.alpineitw.com; Tel: www.tpi nst.org; WTCA: wow.sbcindustry con; ICC. aww.1ccsafe org Renews:12/31/2017 SPACI NG 24.0" J RE F- 1 VPZ7 1 7 5 Z09
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - DG)
Top chord 2x4 HF #2 Special loads
Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15)
TC- From 71 plf at -2.00 to 71 plf at 1.85
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00
anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.O psf, wind BC BC- From 7 pl f at 0.00 to 7 pl f at 5.73
DL=4.2 psf. BC- 14.00 I b Conc. Load at 2.00
BC- 26.16 Ib Conc. Load at 4.00
Wind Ioads and reactions based on MWFRS.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Deflection meets L/360 Iive and L/240 total Ioad. Creep increase Ioad applied per IRC-12 section 301.5.
factor for dead load is 1.50.
R=60
4 F e +9-7-13 1
0-11-5
mi-
49-0-0
2X4(A1)
L-2-0-0 >< 1-10-3 >I< 3-10-9
Fc 5-8-12 Over 3 Supports
R=330 U=33 W=5.5" R=72 •
Design Cri t: I RC2012/TPI –2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 .. fi. QTY: 1 OR/–/1/–/–/R/– Scale =. 5"/Ft.
Truss Components of Oregon (503)357-.;118 ...WARNINGI*0 READ AND FOLLOW ALL NOTES ON THIS DRAM NG! tail,
REF R7175– 91951
825 N 4th Ave,Cornelius OR 97113 '•1 MpORTANtst FURNISH THIS°RANI NB TO ALL COMACroRS INCLUDING THE INSTALLERS. 'tV TC LL 25.0 PSF
Trusses require extreme care in fabrl cat ng, handling, shl ppi ng, Installing and bracing. Refer to and follow „�
the I atest edition of BCSI (Building Component Safety Infnrmatlon, by TPI and WI-CA)for safety practices prior M1tn.� -,-;1114. TC DL 10.0 PSF DATE 04/20/16
1• to performing these functl ons. Installers shall provide temporary bracing per BCsi. Unless noted otherwise, ` 14659
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF
ri gid cei I I ng. Locatl ons shown for permanent I ateral restraint of webs shat I have bract ng 1 nstal l ed per BCSI 1 � DRW CAUSR7175 16111156
,4 �� sections Ba, BT or Bin, as applicable. Apply plates to each face of truss and position as shown above and on
II I the point BetelIs, unless noted otherwise. Refer to drawings 16BA_�for standard plate posltlons. BC LL 0.0 PSF CA–ENG CWC/CWC
I Alpine, a di vi sl on of ITN Buil dl ng Components Group Inc. shall not be respond ble for any deviation from this ; e
drawl ng, anyfol l ure to bul I the truss in conformance with ANSI/TPI 1, or for handling, shipping,
AN ITWCOMFANY installation&bracing of trusses. y yr TOT. LD. 42.0 PSF SEON– 34324
respmsl on i i'iy'drawl ng orothe tleslcover wyne I I otI�tThessu!drawl
Ellpl I tI Nil
use acceptance
ea.ti s drswi Iqf oefOc.for a ry'�Siru.n9l need
l re i ng
4)/.
P, �fC.J'19$ �Q�i/
8351 Rovana Circle rezoned bl l l ty of the Wulf dl ng Desi finer Per ANSI 1 See.2. �qM w.C%a OUR. FAC. 1. 15 FROM BB
SnuraD,oBa,CAe5s2s For more information see MIs job's general notes page and these web sites. SPACING 24.0" JREF– 1VPZ7175ZO9
ALPI NE: vmw.al p1 mei tw.can: TPI: ww,tui nit.org; wrcA: www.skirl ndgso-y.corn: Ice vow i«safe.org Renews:12/31/2017
Std heel -- VERT FY VERT FY, OR - D)(0416169--PARR LUMBER-HI LLSBORO -WI ndwood 124Th THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC
Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=4.2 psf.
load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member
Deflection meets L/360 live and L/240 total load. Creep increase desi gn.
factor for dead load is 1.50.
4 I-- 1 +10-3-13
R=125 U=6 1
1-7-5
i
Ile-=-101J, +9-0-0 IV
2X4(A1)
Lc 3-10-3 ›.1< 1-10-9—J
lac 5-8-12 Over 3 Supports •
R=185 W=5.5"
RL=21 R=82
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 ...WARN'NGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING! r.QFF
825 N4th Ave,Cornelius 0R 97113 "IIWPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 111E INSTALLERS. �t� TC LL 25.0 PSF REF R7175— 91952
Trusses yew!re extreme care In fabricating, handl Ing, shipping, I total I Ing and bracing. Refer to and follow 4�e
the latest edition of°CSI (Bui!di ng Component Safety Information, by TPI and'MCA)for safety practices prior 4. TC DL 1 0.0 PSF DATE
T. to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, v 1 46 59 9 04/20/1 6
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
riegld ceiling. Locations shown for permanent plates) restraint of webs shall have bract ng Installed per°CSI 7.0 PSF
All
O`��I ons B3 B/or B10 as applicable. Apply plates to each face of truss and posi Li on as shown above and on • I I BC DL DRW CAUSR7175 16111157
II L J the Joint Details, unless noted otherwise. Refer to drawings 1,60A-Z for stands rtl plate post tl ons.
I AI pi ne, a di vi si on of I TW Bui di nh Components Group Inc. shat I not be responsi bl a for any devi ati on from thi BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any Nal I ure to but 1 d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, shi ppl ng, •:� ��
AN ITWCOMR4NY Installatin„A bracing of trusses. 9 " TOT. LD. 42.0 PSF SEAN- 34326
e!son i hi s drew!ng or cover page I 1st'ng tills drawl nag I edi cotes scoeptence of profess!one! eegI Merl nag 19 ,**C 7,19� V
ty sol el y for the design shown. The wl tab!I I ty and use of thl s drawl ng for any structure 1 s the 4Q
8351 Rovana Circle
responsl bl l l Ty of the Bui I dl ng Desi gist per ANSI/TPI ,sat.:. DU R. FAC. 1. 15
Sacramento,CA 95828 For more Information see this jobs general notes page and these web sites:
r/4NW.00FROM BB
ALM NE: www.al pi Nei tw.corn; TPI. wowtpi nst.org; aTCA: www.sbci ndustry.mm; ICC: wwwi ctsafe.org SPAC I NG 24.0" J REF- 1 VPZ7175Z09
Renews:12/31/2017
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERT FY VERT FY, OR - Dl)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member
load applied per IRC-12 section 301.5. design.
Deflection meets L/360 Iive and L/240 total load. Creep increase Right end vertical not exposed to wind pressure.
factor for dead Ioad is 1.50.
•
1. 5X4 III
a �
i
—
2-2-14
i
i
J +9-0-0 i
118
1. 5X4 III
2X4(A1)
r 5-7-0 1„12
—11
5-8-12 Over 2 Supports
R=250 W=5.5" R=237 U=4
RL=31
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=26/6(0°/6)/4(0) 16.01.00.0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 "WARNING!w•READ AND FOLLOW ALL NOTES ON THIS DRAM N61 hal • 4
825N4th ponent Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE I NSTALLERS. {� O ` TC LL 25.0 PSF REF R7175- 91953
Trusses regul re extreme care In fabricating, handl ing, shi poi ng, installing and bract ng. Refer to and fol low
the latest edition of BCSI (Bulleing Component Safety Information, by TPI and WrcA) for safety praoH ccs prier eo TC DL 1 0.0 PSF DATE 04/20/16
to perforel ng these functl ons. I nstal I ers shall provl de temporary bracing per BCSI. Unless noted otherwise, ff.� � s
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` JJ O _.-
•111164,
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 7.0 PSF
Ail
O`� t. sections B3 BT or B10 as Opel icable. Apply plates to each face of truss and position as shown above and on L I DRW CAUSR7175 16111158
II L JI the Joint Details, unless notetl otbl e. se. Referontno es drawings alr ce of for standartl plate positions.
dArawi ng, any fat 1 ure L'b I Btll the Trusspl n conformance"w1 tM1hAN51/TPI 61,rorI'° handl i ng, �ti°"frnm`"' BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMPANY Instal 1 ail on R bract ng of trusses g' PP g•
A reel on thle drawl ng or cover paps Iletteg this drawl ng, Iedlores acceptance of profseslonal eeglnserinp 'e ..SS " TOT. LD. 42.0 PSF SEAN- 34328
respond b1 I 1 ty set el y for the!Seel gn shown. The Sul tabl I I ty and ues of thl s drawl ng for any structure I e the ',,so C.••19
8351 Rovana circle respond bl llty a the Bun dl ng Dash grner per ANSI/TPI ,See.Z. Vjyl or
DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformati on see this,ob.s general notes page and these web si res: ~Mw.at
V6
wuw.alpineltw.com; TPI: www.tpl nst.org; WrCA: wee,sbcind"stry.c°m; ICC: www.Iccsafe org SPACI NG 24.0" J RE F- 1 VPZ7 1 75209
Ronnwe•17/71/71117
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - E)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
load applied per IRC-12 section 301.5. Wind Ioads and reactions based on MWFRS with additional C&C member
desi gn.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50. Shim all supports to solid bearing.
R=6 Rw=13 U=8
4 119-7-13
0-8-9�
Ori ® 9-2-13 0-11-5II
09-0-0 V
R=7 Rw=17 U=17
2
2X4(A1)sa
L-2-0-0—�
1-10-3 Over 3 Supports
r.- I
R=337 U=31 W=5.5"
RL=22
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY:4 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 ""WARNING/""READ MID FOLLOW ALL NOTES ON THIS DRAWING! `�G�VD •COPE y TC LL 25.0 PSF REF R7175- 91954
R 1 THIONTRACTORS INCLUDING THE INSTALLERS. 4
825 N 4th Ave,Gemellus O 97 13
Trusses require extreme care In fabricating, handling, shipping, iystallird and bracing. etyep to and follow 45:11114.
� TC DL 1 0.0 PSF DATE 04/20/16
the latest edition of BCSIme care
l di ng Component Safety!nformaoi on, by TPI Ing WndA) for safety practices el I or go
r. to performing these functions. Installers shall provide temporary bracing per BCS/. Unless noted otherwise, eft 14659 `9
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rl el d cel I I ng. Luton ons shown for permanent I ateral eachi nt of webs shat I have brad ng instal I ed per BCS/ BC DL 7.0 PSF DRW CAUSR7175 16111159
ILJO sections 83, 87 or B10, as applicable. Apply plates to face of truss and poli ti on as shown above and on .' 0frim,
JI the Joint DetalIs, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. BC LL O.O PSF CA-ENG CWC/CWC
I Alpine, a dl vl si on of ITW Building Components Group Inc. shall not be responsible for any devi atl on from this
drawing, any Tal I ure to but I d the truss I n conformance with ANSI/TPI 1, or for handl I ng, sly ppl ng, „ TOT. LD. 42.0 PSF SEAN- 34330
AN ITW COMPANY i nstal I ati on R bract ng of trusses. ng, acceptance
Aeseal ni I Illy ddrool ogr'or cover
resP.O I:II slot/�ttIll B dul tall I i tyanc tes oThdrofwl p ofess ryanal enngl neer'
ee 11.9 a 9/AA •FC 7.19$9 ��
8351 Rovana Circle responsl bl I I ty of the Sul l dl ng Desi liner per ANSI/TPI 1 Sep.2. fi�rq GO OUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more Information see tNs 1 ob.s general notes page and these web sites: ��• p SPACING 24.0" JREF- 1VPZ7175Z09
ALPINE: www.al pl mel tw.come TPI: www.tpl nst.org; WTCA: www.sbci ndustry.cum; ICC: www.I ccsafe.org
Renews:12/31/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - El)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS with additional C&C member
I oad applied per IRC-12 section 301.5. design.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead I oad i s 1.50.
1.5X4 III
• 1
4 I— 1-0-5
ri�J := ::
i5X4=
2
2X4(A1)
--2-0-0--->.1
L 3-6-11 _i a
FE-3-10-3 Over 2 Supports
R=368 U=13 W=5.5"
RL=34 R=111
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. . ,r. QTY: 3 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 •`WARNI NGI••READ AND FOLLOW N07ES ON THIS DRAWING! t D OR
825 N 4th Ave,Cornelius OR 97113 "IIPOItTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. "\� TC LL 25.0 PSF REF R7175- 91955
Trusses regui re extreme care in fabricating, handling, shipping, instal l l no and bracing. Refer to and follow
the I dl ti on of°CSI (ButIding Component Safety Information, by TPI and WTCA)for safety practices prior C' 14659�-7 ' TC DL 10.0 PSF DATE 04/20/16
to perform,ng these functi ens I nstal I ors shall provide temporary bracing per SCSI. Unless noted otherwl se,
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rigid cel I i ng. Locati ons shown for permanent lateral estral nt of webs shat I have bracing installed per SCSI ,. I BC DL 7.0 PSF DRW CAUSR7175 16111160
A 1 1 NII 1 sections B3, B7 or B10, as applicable. Apply plates to each face of tr',,--:t:=1,!4=as shown above and on `
L J the Joint Details, unless noted otherwl se. Refer to tlrawi ngs t60A-Z fopositions.
Alpine, a division of I Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fel I ure to but I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, shi i n e-' -�
AN ITW COMPANY instal 1 atl on R bract ng of trusses. PF g'
A seal en this drawing or toysm?. R 41 '4cC T 19x9 ." TOT. LD. 42.0 PSF SEON- 34332
A sealnl bl I I ty sole! for the r page I1st!ng this drawing, I ndl sates acceptance of professional enpi neer)ng
Y gn shawl. The sul tab) I ty and use of t i s drawl ng for any structure Is the W Q
8351 Ruyana Cycle respond WI 1 ty of the Elul ICI ng Deal goer per ANSI/TPI ,See.2. -rt. ^sit•• DDR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more Information see thl s Job's general notes page and these web sl tes: ~ GI'
SPACI NG 24.0" JREF- 1 VPZ7175Z09
ALPINE ww, b
w,al pi nei tw.con; TPI: www,tpl est.org; WTCA: www.sci ndustry.corn; ICC: www.I ccsafe.erg
Renews:12/31/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER—HI LLSBORO —Windwood 1247A std heel -- VERIFY VERIFY, OR — E2)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member
I oad applied per IRC-12 section 301.5. design.
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
factor for dead Ioad is 1.50.
1.5X4 III
4F-- j
�'I 1-0-5II
•�� +9-7-0 Y
OS 1.5X4
_� 9-0-0
J 2
2X4(A1)
L 3-6-11 -..L.-.1
H 3-10-3 Over 2 Supports
R=170 W=5.5" R=154 U=4
RL=23
Design Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. . dry !'.., TC LL 25.0 PSF QTY: OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)3572l118 w`WARNINGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! c,A F REF R7175- 91956
825 N 4th Ave,Cornelius OR 97113 'v IMORTAfr• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '�
Trusses regui re extreme care In fabri cat!ng, handling, shipping, Installing and bracing. Refer to and follow
the Iatest edition of BCSI (Sul lding Component Safety Information, by TPI and wrCA) for safety practice=prior 4,, 14659�'Y ` TC DL 10.0 PSF DATE 04/20/16
to Performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise.
IV
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedIr
. 1164,
1 rigid ceiling. Locatlens shown for permanent lateral restraint of webs shall have bracing installed per BCSI , BC DL 7.0 0 PSF
,4 secti ons 83, BT or B10, as app]I cabl e. Apply plates to each face of truss and posi ti on as shown above and on I I DRW CAUSR7175 16111161
II IIIL1�1 I the Joint DetalIs, unless noted otherwise. Refer to drawings 160A-Z for standard plate posltiens. BC LL
I ; Alpine, a div!slon of 1Tw eullding Components Group Inc. Shall not be responsible for any dev]ation from this 0.0 PSF CA—ENG CWC/CWC
drawl ng, any fel I ure to bui!d the truss I n conformance al th ANSI/TPI 1, or For handl!ng, shi ppi ng,
AN ITW COMPANY A stalIation A bracing of trusses. 9 fC 7,19s9 �" TOT. LD. 42.0 PSF SEQN- 34335
. A seal on thl s drawing or Cover page I I stl ng thl s drawl ng, I ndl dates acceptance of profess)anal awl nseri
respmul bl I I ty sol el y for the deal gn shown. The Sul teal I l ty and use oftI sdrawl ng for any structure I s°the sri,�N w.C��QQ DUR. FAC. 1. 15 FROM BB
8351 Rovana Circle
respond bi I I ty of the Bul I dl ng Des!goer per NISI/Tel 1 See.2.
Sacramento,CA 95828 For more I nformatl on see this,ob•s general notes page and these web sites: SPAC I NG 24.0" J RE F— 1 VPZ7175 ZO9
ALP!NE: www.al pi eel tw.com: TPI: www.tpi nst.org; RICA: www.sbcl ndustry.Com: ICC: www.I ccsafe.org Renews:12/31/2017
THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - E3)
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Webs 2x4 HF Std/Stud anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC
DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Ioad applied per IRC-12 section 301.5. Wind loads and reacti ons based on MWFRS wi th additional C&C member
design.
Deflection meets L/360 Iive and L/240 total Ioad. Creep increase
factor for dead load is 1.50.
3X5; 1.5X4 III
1
4 L--- �. 1-8-11
,yip
- 9-7-0 V
� 4X5(R) III 3X5(R) III 9-0-0
—' 2
2X4(A1)
L--2-0-0-- J
3-11-8
I 3-11-8 1-11-12
I' 3-11-8 I— 1-11-12
5-11-4 Over 2 Supports
R=440 11=3 W=5.5" R=217 U=2
RL=46
PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD)
FT/RT=2%(O%)/4(0) 16.01.00. 111R04. TY:3 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-1118 **WARN!NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
825 N 4th Ave,Cornelius OR 97113 ..I!PORTANT.* EURIISH PHS BRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ` TC LL 25.0 PSF REF R7175- 91957
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow V e
the latest q noesti on of BCS! (Building Component Safety de to iatlon, by TPI and!TCA) For safety practices prior w 14659�'9 TC DL
to performing these fundi ens. Instal,ers shell prowl de temporary bracing per BCS!. Unless noted otherwise, 10.0 PSF DATE 04/20/16
[op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rleg i do cel I i ngi or
ons for permanent lateral rostral nt of webs shall have bracing Installed per BCS! -
All,4 n l���w ,I r B18, a app)I cab)e. Apply plates to each face of truss and pnsi tl on as hewn oboe and on BC DL 7.0 PSF DRW CAUSR7175 16111162
IFJ1-.1 � I M1 the Joint Detalis, unless noted otherwise. Refer to drawings 160A-Z Por standartl plate positions.
AI pl ne, a di„i sl en of ITN Bul I tli ng Components Group I ne shal l net be rorprl hl a Por any devl ail on from thi s BC LL 0.0 PSF CA ENG CWC/CWC
drawl ng, any Fall ure to build the truss i conformance with ANSI/TPI 1, or for handling, snipping,
AN ITW COMPANY I metal I ati on A brad ng of trusses. "..•
_
• %:::::2,m;dreweg or eowr peps IIstI tnls drawlnnpp Indlutes x<opten< of profs slonsl erpinesrleg 4/ 'FC 71 ACIP � TOT. LD. 42.0 PSF SEAN- 34337
solely for the design shown Tile sultNDitlty end use of this droll np forselry structure is the
8351 Rovana Circleteepees!Di I l ty of the BRl l di rip Designer per ANSI/TPI 1 See.2. �T/4N vi. 0, OUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I n£ormati on see the s)ob•s general notes page and these web sites:
ALPI NE: wuw.al pi net'IV,come TPI: wwx tpl net org; WTCA: www.sbci ndustry.comm I CC: www.1 ccsafe.org Renews:12/3112017 SPAC I NG 24.0" J REF- 1 VPZ7175Z09
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - EG)
Top chord 2x4 DF-L #2 Special loads
Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
Webs 2x4 HF Std/Stud TC- From 0 pl f at -2.83 to 71 pl f at 0.00
(**) 1 pl ate(s) requi re special posi ti oni ng. Refer to BC- From 0 pl f at -2.8300
2.833 to 4 pl f at 0.00
scal ed pl ate plot detai I s for speci al posi ti oni ng requi rements. BC- From 2 pl f at 0.00 to 2 pl f at 5.60
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 2 p1f at 5.60 to 2 plf at 8.33
.0psf, wi nd BC BC- 12.162 I b Conc. Load at 2.72
anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6
DL=4.2 psf. BC- 13.23 I b Conc. Load at 2.72
BC- 222.11 I b Conc. Load at 5.55
Wi nd I oads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Deflection meets L/360 live and L/240 total Ioad. Creep increase load applied per IRC-12 section 301.5.
factor for dead Ioad is 1.50.
1.5X4 III
3X5= _
oilo2.83 1----
1-8-5
__I cg 9-7-0
1.1.111 4X5(8) III 3X3=
9-0-0
' 1.41
3X5(**)z
---2-9-15
l. 5-7-32-8-13
5-7-3 I 2-8-13
Il 5-7-3 T 2-8-13
8-4-0 Over 2 Supports >
R=552 U=32 W=7.778" R=279
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2/ O% /4 0 16.01.00. 1 /p !'.
�.� TY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 "•WARM NGI ww READ AND FOLLOW ALL tams ON TNIs DRAWING! TC LL 25.0 PSF
825 N 4th Ave,Cornelius OR 97113 "1 WPORFANT.• FaRNI SH TMI S DRAW'ND TO ALL CONTRACTORS l NttuDI NG THE 1 NSTALLERS. REF R7175- 91958
Trusses requl re extreme care In fabrl cat!ng, handl In shl
the latest edition of BC51 (Building Component Safety Informatl on, bysTPltal land WTCAI ng and brforaci nsafetg. yep to and follow 1r. 4659
TC DL
to performing these functi ns. I nstal I ers shal I provi de temporary braci ' r tedcOO hes i se, �� 14659 10.0 PSF DATE 04/20/16
proper y ho per BCS!. a ess erlyoted ttachede, �, r
top chord shall have 1 attached structural sheatM1i ng and bottomchordshall have a properly attached
.r. ri gl d ce!I I ng. Locatl ons shown for permanent I afetal restraint of webs shat I have bract ng!nstal I ed per BC51 1 _ BC DL 7.0 PSF DRW CAUSR7175 16111163
ecu!ns B3, BT or B10, as applicable. Apply plates to each face of truss and post tl on as shown above and o
A L�J 1 the Joint Betel Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.
f=1II NII Al PIne, a division of ITN Budding Components Group Inc. shalI not be reoponslble for any devi atln from this e BC LL 0.0 PSF CA-ENG CWC/CWC
drawing, any failure to but I d the truss In conformance wl th ANSI/TPI 1, or for handl Ing, shl In "s
AN ITN COMPANY Installation A braci ng of trusses VP g'
A seal on thea drawl no or cover ,�, ,9� 4. 7 Iles Qt�v TOT. LD. 42.0 PSF SEAN- 34346
page I I stl ng this drawl IMI utas acceptance of profess'ons' 1 neer' Q
responsl b'I 1 ty sol el y for the deal gn sham. The sul tab' I ty and use of thl s drawl no for any structure I sthe
8351 Rovana Circle responslbl I Ity of the Bul Iding Deal gner per ANSI/TPI 1 Sm.2.
lei?
GNA DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformati on see thi s Job's general notes page and these web sl fes:
SPACI NG 24.0'I JREF- 1 VPZ7175Z09
ALPINE: www.al pi net tw.corn, TPI::,ww.tpi nst.or, WrcA: www.sbci ndestry.cos ICC www.I ccsafe.erg Renews:12/31/2017
THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HILLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - A)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC
DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member
desi gn.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
R=1 Rw=14 0=13
4 I-- 11 4_9-7-13
0-11-5
2X4(A1)
R=14 Rw=17 U=11
L-2-0-0 >l< 1-10-3- -2 9
1-11-4 Over 3 Supports
r 1
R=336 U=29 W=5.5"
RL=21
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=26/6(06/6)/4(0) 16.01.00. I./:+,1018R0F Y:7 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 "WARNINGI**READ AND FOLLOW'ALL NOTES ON THIS DRAWING! �� REF R7175- 91959
825 N 4th Ave,Cornelius 01�97113 '*I NpoRrANr•* FORM SH THI B DRAWING TO ALL CONTRACTORS I NCLUDI ND THE INSTALLERS. �`' ��• TC L L 2 5.0 PSF
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 1 465 9 '9
the latest edition of SCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior TC DL 1 0.0 PSF DATE 04/20/1 6
n to performing these functions. I nstal I ers shall prowl de temporary bracing per SCSI. Unless noted otherwise, �' C
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
ri gI d eel 1 I ng. Locati ons shown for permanent I aresl restsl nt of webs shat I have bract ng I metal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16111164
,4 sections 83, 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on
All
I O I1 \ I : the Joint°eta!Is, unless noted otherwise. Refer to drawings 1e0A_i for standard plate pesltlons.
BC LL 0.0 PSF CA ENG CWC/CWC
IL JI J I \�11 ! Alpine, a di vi si on of ITV Bui l dl ng Components Group Inc. shall not be respond ble for any devl ati on from this •'s'
drawl ng, any Pal l core to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, a �/
AN Irweonnwarly Inatanatlnn A bracing of trusses.
9� 'fC 7 1994 TOT. LD. 42.0 PSF SEAN- 34186
. A seal on this drawl ng or cover pegs 1 I stl ng this drawl n, I ndl cotes aeeeptsncs of profess!onal enol nesting pi QQ
respond bl l l ty solely for the deal gn shorn. The sul tubi Ity and use of tills drawl ng for any structure Is the 'ANW.C�or
DUR. FAC. 1. 15 FROM BB
8351 Rovana Circle respond bl I I ty of the MI I d1 ng Desi guar par ANSI ITPI 1 Sec.2.
Sacramento,CA95828 For more information see this job's general notes page and these web rites:
Renews:12/31/2017 SPACI NG 24.0" JREF- 1VPZ7175Z09
ALPINE: waw.al pi mel tw.cow TPI: waw.tpi net.org; aTCA: www.sbcl ntlustry.com; ICC: www.iccsafe.org
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - Al) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hot, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC
Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=4.2 psf.
load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease desi gn.
factor for dead load is 1.50.
R=87 U=7
_4_10-3-13
4 1
1-7-5
i-11 9-0-0li
R=26 Rw=27 U=10
2X4(A1)
—2-0-0 >< 1-11-4 ° 2-0-7-->i
3-10-3 Over 3 Supports
R=357 U=22 W=5.5"
RL=32
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. p18ROFF Y: 7 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 **WARNING!e•READ Arra FOLLOW ALL NOTES ON THIS DRAWING!
825 N 4th Ave,Cornelius OR 97113 '•rtvorrANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ti��ee TC LL 25.0 PSF REF R7175- 91960
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow _
the I edition of BCSI (Budi ng component Safety Information, by TPI and ITCH) for safety practices prior 14659 'Q TC DL 10.0 PSF DATE 04/20/16
n
wow
Te to performing these functions. Instal Iers shall Provide temporary bract ng per BCSI. Unless noted otherwise.
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rigid telling. Locations shown for permanent Iateral estraint of webs shall have bracing installed per Bcsi • BC DL 7.0 PSF DRW CAUSR7175 16111165
IIri 1 O�� II 1 get.sections B3, B)or 810, as applicable. Apo!y plates to each face o£truss and post tion as shown above and on �-
II`f, the Joint Detls, unless noted otherwl se. Refer to drawl nos 160A-Z for standard plate positions.
I Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviau on from this e, -+ BC LL 0.0 PSF CA-ENG CWC/CWC
drawing, any failure to but I the truss in conformance with ANSI/TPI 1, or for handling, shipping,
AN ITWCOMR4NY installation A bracing of trusses. 4.491-rFQ 7,10 �aiii' TOT. LD, 42.0 PSF SEON- 34188
A seal on thl s drawl ne or cover page I 1 stn ng thl s drawl I I nil cotes acceptance of profess!anal enol neer!rig O
responsl bl I I ty solely for the design silvan. The sun tab!rig,
and use of this drawl ng for any structure Is the �eys
8351 RovanaCircle responsibnity of the BULIding Owl gner per ANSI/T91 t Sec.2.
'�4 WW,fi�A DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformatl on see thi s)ob•s general notes page and these web sl tee:
Renews:12/31/2017 SPACI NG 24.0" J RE F- 1 VPZ7175ZO9
ALPI NE: www.al pi nei tw.toms TPI: www.tpi net.oro; WTGA: www,sbci ndostry.tom; ICC, www.i ccsafe.oro
(0416169--PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERI FY VERI FY, OR - A3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=4.2 psf.
Ioad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease desi gn.
factor for dead Ioad is 1.50.
4 R=52 U=3
9-7-13
0-11-5
i-N 9-0-0 V
2X4(Al)= R=29
0-0-12 1-9-7— 9
1-11-4 Over 3 Supports
I" 1
R=83 W=4.75"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2B/B 0% /4 0 16.01.00.0
( ) ( ) s: QTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 ...WARM NG!H READ AND MG TO
NOTES ON SHI S DRAM NG! ,`�,N aFF TC LL 25.0 PSF
825 N 4th Ave,Cornelius OR 97113 ••I!PORTANT.* PIAiN1 SH rN1 s DRAYS NB To ALL coNraACTOBs I NDLuo1 NG THE I NSTALLERS. ` REF R7175- 91961
•
Trusses requl re extreme care in fabri cat ng, handl l ng, shipping, I nstal Il ng and bract no. Refer to and follow L%t '
the latest edition of SCSI (Building Component Safety I nformati on. by TPI and MICA) for safety practices prior w l/� TC DL 10.0 PSF DATE 04/20/16
/111614, to performing these functions. Installers shall grout de temporary bracing per SCSI. Unless noted otherwise, 1 4650
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedCC
r
1. ri gl d cel I I ng. Locati ons shown for Permanent I ateral restrai nt of webs shat I have bract ng I natal I ed per BCS( BC DL 7.0 PSF DRW CAUSR7175 16111166
,4 r �� a tions B3, B)or B10 as applicable. Apply plates to each face of truss and position as shown above and on
II : I the Joint Details, unless noted otherwl se. Refer to drawings 160A-Z for standard plate Positions.
I Alpine, a division of ITW Buildi,g Components Group Inc. shall not be respond pie for any devI ail on from this BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fat I ure to but I d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, SRI ppi ng, e:' sr
AN ITW COMPANY I natal I at on a bra.ng of trusses.
A seal on tills drawing or rover page II sting till drawl ng, IndlPates eceptence of profess)dial englnearing f rFC '�1gs9 " TOT. LD. 42.0 PSF SEQN- 34190
respont b1 I I ty sol el y for the design shown. The vel Tabl I i ty and use of till s drawl ng for any structure 1 s the /Sr.'4M1N.04( DUR. FAC. 1. 15 FROM BB
8351 Rovana Circle responsl0111 ty of the Butldl ng Desi goer per ANSI/TPI L Sec.z.
Sacramento,CA 95828 For more I nformatl on see thi s)ob•s general notes page and these web s1 tea:
ALPINE: www.al pineitw.corn; TPI: www.tpinst.org; WTGA: www.sbd ndustry.com; ICC: www.iccsafe.org SPACI NG 24.0" J REF- 1 VPZ7 1 7 5209
Renews:12/31/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -WIndwood 1247A std heel -- VERIFY VERIFY, OR - A4)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive DL=4.2 psf.
load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member
Deflection meets L/360 live and L/240 total load. Creep increase desi gn.
factor for dead Ioad is 1.50.
R=102 U=8
4 er r-, 10-3-13
1-7-5
L i-02 +9-0-0
2X4(A1)= R=74 U=2 VVV
L--1-11-4 >ic 2-0-7—J
1 3-10-3 Over 3 Supports
R=124
RL=21
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon5031(357-2118 **WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAM!NG!
825 N 4th Ave,Cornelius OR 97113 "IIIPORTANT.• FURNI SH THl S DRAWN NG TO ALL CONTRACTORS I NCLUOI NG THE I NSTALLERS. �4��, 04 TC LL 25.0 PSF REF R7175- 91962
Trusses regul re extreme care In fabricating, handling, shi pp!ng, Install l ng and bract ng. Refer to and follow
the latest edition of SCSI (BuId!ng Component Safety Information, by TPI and'WTCA)for safety practices prior � TC DL 1 0.0 PSF DATE 04/20/16
to performing these fundi ons. Installers shall provide temporary bract ng per BCS1. Unless noted otherwise, cc 14659�'Y
top chord shall have properly attached structural sheath!ng and bottom chord shall have a roperl attached
t. rigid cel l I ng. Locations shown for permanent lateral restral nt o£webs shall have bract ngpl natal I ed per BCSI r
A ecti ons B3, B7 or B10, as app!I cab!e. Apply plates to each face of truss and post ti on as shown above and on _./ BC DL 7.0 PSF DRW CAUSR7175 16111167
,4 I MIN
` I the Joint Details, unless no Ted otherwise. Refer to drawings 160A-Z for standartl plate position BC LL
/ I \�11 I Alpine, a division of ITW eulldirg Canponents Group Inc. shall not be responsiblearl
for any deviation from this 0.0 PSF CA-ENG CWC/CWC
drawing, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handl Ing, shipping, ••;.! s'
AN IrweonnN4Nv installation s,bracing of tresses. q v TOT. LD. 42.0 PSF SEAN- 34192
. Asseal on thl s drawl ng or cover page I 1 sting thin drawl ng, I ndi cotes eecoptanee of professional •ngl neer! • .
poral bl 11 ty sol el y for the deal gn shown. The sul tab!I I ty and use of this drawl ng for any structure I snthe 9/S CC�.19 QQ� DU R. FAC. 1. 15 FROM BB
8351 Royana Circle respmsl bl I I Ty of the&11 I dl ng Desi goer per ANSI/TPI , .g. r�qM w.cHp
Sacramento,CA 95828 For more Information see this jobs general notes page and these web site. SPACING 24.0" JREF- 1VPZ7175ZO9
ALPINE: www.al pi net tw.can; TPI: www.tpl nst.org; WTCA: www.sbci ntlustry.cora; ICC: www.iccsafe.org
RPnAWe'17/71/7017
(0416169—PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - A5) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=4.2 psf.
load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member
Deflection meets L/360 live and L/240 total load. Creep increase desi gn.
factor for dead load is 1.50.
R=156 U=12
N 1113
4
2-3-5
L�-0
2X4(A1)
R=163 U=9
L-1-11-4 >l< 4-0-7 J
5-10-3 Over 3 Supports
R=124
RL=32
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. I i0 !..0/,� opt: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)3574118 ""WARNI NGI*•READ MD FOLLOW Au Bores ON THIS DRAM PIM TC LL 25.0 PSF
825N4th Ave,Cornelius O 97113 "•nraRTurr' FURNISH THIS DRAIN NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ���'�/R� ��rREF R7175— 91963
Trusses regulre extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 14"-
the Iatest edition of,CSI (Banding Component Safety Information, by TPI and WTCA) for safety practices prior /kf�.i 14659 9 TC DL 10.0 PSF DATE 04/20/16
to performing these functions. Installers shall Provide temporary bracing per BGSI. Unless noted otherwise,
Odiihktop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rigid cel ing. Local,ons shown for permanent lateral restraint of webs shatI have bracing InstalIeel per,CSI i I BC DL 7.0 PSF DRW CAUSR7175 16111168
.4 r O�� II T1 see tions B3, B7 or Blo, as applicable. Apply plates to each face of truss and position as shown above and on
II L I the Joint retails, unless notetl otherc:sp. Refer to drawings 16OA-Z for standard plate positions. BC LL
Pine. a dl vi ti on of I w Bnlltli g Components Group Inc shall not be responsible for any deviation fro this 0.0 PSF CA—ENG CWC/CWC
drawl ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handl Ing, shipping,
AN ITw COMPANY I nstal I ati on 6 bract ng of trusses.
A seal on this draw ng or cover page lilting this dreWng, Indicates acceptance of profesalwool engl erring 9 'ec•7t 1969 %t TOT. LD. 42.0 PSF SEAN— 34194
response bl l l ty sol el y far the design show,. The sal tabl I I ty and use of t e s drawl ng for any structure I a the
8351 Rovana Circle be I 1 ty of the euI I d1 ng Designer per ANSI/TPI 1 sec,2. Sl/Ow"00 OUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformatl on see this job's general notes page and mese web si tot:
SPAC I NG 24.0" J REF- 1 VPZ7175Z09
ALPINE: www.al pi net tw.con; TPI: awe.Opt nst org; WTCA: www.sbci ndustry.corn; ICC www.i ccsafe.org Renews:12/31/2017
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - A2)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member
desi gn.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
R=149 U=12
,i +10-11-13 •
4 I---
2-3-5 2-3-5
i l /
► R=105 U=4 9-0-0
2X4(A1)
----
L-2-0-0 >I< 1-11-4 >l< 4-0-7
f 5-10-3 Over 3 Supports
R=358 U=20 W=5.5"
RL=43
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. ( �19Ro)" TY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon 1503)357-2118 **WARMNGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 91964
825N4th Ave,CorneliusOR97113 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
43,0141"--. TC LL 25.0 PSF
Trusses requl re extreme care In fabricating, handl l ng, shi ppl ng, install Ing and bracing. Refer to and follow ,•- ��t
the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior e4. 14659 9 TC DL 10.0 PSF DATE 04/20/16
to perform)ng these ftncti ons. I nstal I ens steal I provide temporary brads ng per SCSI. Unless noted otherwise. ` r-
,011164
—
top chord shall have properly attached structural sheathing anti bottom chord shall have a properly attached /-
rigitl cening. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI e 11117 I BC DL 7.0 PSF DRW CAUSR7175 16111169
,4 PEI se tl ons 83. BZ or 810, as applicable. Apply plates to each face of truss and post'II on as shown above and on
! the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this e::. ..e 0.0 PSF CA-ENG CWC/CWC
drawl ng, any failure to bli I the truss In conformance with ANSI/TPI 1, or for handl Ing, shi In
AN ITW COMPANY i nstel I atl on A bracl ng of trusses. pp g" ,9\ -€::::°i°11
TOT. LD. 42.0 PSF SEAN- 34196
. A seal on tills drawl ng or cover paps I I stl ng thi s drawl ng, IMI cotes acceptance of profess!anal enpl neer!rp respond!e!l1 ty solely for the dee!pn shown, The Sul tabs I I ty aM tans of t I s draw!ng for any structure I a the
8351 RovanaCircleresponnlbinty or the lwndlnp Deslpnar per ANSI/TPI ,soe.a. OUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nfnrmati on see thi s)obi s general notes page and these web sl tee:
ALPINE_ www.al pi mei tw.comm WI: www.tpi net.org; WTCA: www.sbci ndustry.comm I CC: wwwi ccsafe.org Renews:12131/2017 SPACI NG 24.0" J REF- 1 VPZ7175Z09
(0416169--PARR LUMBER-HI LLSBORO -WI ndwood 1247A std heel -- VERIFY VERI FY, OR - R1) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
Totp chord chord 2x4 DF-L #2 :T2 2x4 DF-L 2400f-2.OE: (**) 1 plate(s) require special positioning. Refer to
scal ed pl ate plot detai I s for special posi ti oni ng requi rements.
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MFRS.
anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
DL=4.2 psf. Trusses to be spaced at 0.0" OC maxi mum.
Hi pj ack supports 7-10-12 setback j acks. Jacks up to 7' have no webs. Deflection meets L/180 live and L/120 total Ioad. Creep i ncrease
Longer j acks supported to BC. factor for dead load is 1.50.
Shim all supports to solid bearing.
3X3= 3X5= R=783
2.83 r-- 11-7-13 0_7_3
•
3X3= 3X3= i
•
rig T2 1. 5X4(R) \\\
• 2X4(R)\\\
goo
*9-0-0
3X5(**)
F 11-1-15 Over 2 Supports
R=663 U=7 W=7.778"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. VBROOo TY:3 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 ..WARNI NG!**READ AND Foca ALL NOTES ON THIS DRAWING!
825 N 4th Ave,Cornelius O> 97113 asses requi reIe a ogre i bSNrl calH��9 DRAWING
i ng,ALL CONTRACTORS
pp ORSnsta! g bract THE NSngTARef to and fol o d F�e TC LL 25.0 PSF REF R7175- 91965
the latest edities of Bcti B. Insg Component Safety Information, by TPI and andSI for safety practices prior 4/ 1,59
46 5 9 '9 TC DL DATE
to performing these functions. Installers shall prowl de temporary bracing per BC51. Unless noted otherwise, Q 1 0.0 PSF 04/20/1 6
top chord shall have properly attached structural sheath!ng and bottom chord shall have a properly attached '
rl gid ceiling. Locations shown for permanent lateral rostral nt of webs shall have bracing installed per BCSI t _ BC DL 7.0 PSF
A II T `� Ta sects ons B3, BT or B1U, as app!Icable. Apply plates to each face of truss and position as shown above and onDRW CAUSR7175 16111170
LOJI I the Joint Details, unless noted otherwise. Refer to drawings 16UA-Z for standard plate post tl ons.
I Al pi ne, a di vi si on of I TW Building Components Groep Ino. shall not be responsible for any devi ati on from thi s ..:. .1 BC LL 0.0 PSF CA-ENG CWC/CWC
drawing, any fat lure to but I the truss In conformance with ANSI/TPI 1, or for handling, Shippi ng, v
AN ITW COMPANY instal!au on m bract ng of trusses.
A seal on thl.growl ng or aver page II stl ng this drawl ng, Indlatss acceptanceof rofe.lana, 9 QFC 7 t9�9 �� TOT. LD. 42.0 PSF SEON- 34339
responslbl l!Ty solely for the deal gn show. The sultabl I and use of this drawing fors any structure Is the
,
s351 Rovanacvcle responslbl Illy of the aul Iaing Designer per ANSI/TPI 1 Sec,]. `fir10 Okr.- DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformati on see thi s J ob's general notes page and these web sites:
ALPINE: www.al pi nel tw.tom; TPI: www.tpi nst.org; WTCA: waw.sbci ndustry.tom; ICC: www.I ccsafe.org Renews:12/31/2017 SPACI NG 0.0" J REF- 1 VPZ7175Z09
I
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169--PARR LUMBER-HI LLSBORO -Windwood 1247A std heel -- VERIFY VERIFY, OR - R2)
Top chord 2x4 HF #2 (**) 1 plate(s) require special positioni ng.
Refer to
Bot chord scaled pl ate plot detai I s for speci al posi ti oni ng requi rements.
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS.
anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
DL=4.2 psf. Trusses to be spaced at 0.0" OC maxi mum.
Hi pj ack supports 5-10-12 setback jacks wi th no webs. Deflection meets L/180 live and L/120 total Ioad. Creep i ncrease
factor for dead load is 1.50.
Shim all supports to solid bearing.
R=397
b
1. 5X4(R) 111 Q +10-11-1 _7_3
N
2.83 r I 3X3=
1
2X4(R)111
wog 2X4(R) 111
olio
3X3- 9-0-0
3X5(**)
8-4-0 Over 2 Supports
R=481 U=9 W=7.778"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=26/6(06/6)/4(0) 16.01.00. 01P 0) TY:5 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components 4thAve, ornelius (503 357-1118 *'WARNINNI*•READ AND FOLLOW ALL NOTES ON THIS DRAINING! `y!' � REF R7175- 91966
825 N 4th Av,Cornelius OR 97�13 '•I lrgNTArrr•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI Ne THE INSTALLERS. ‘is TC LL 25.0 PSF
Trusses require extreme care In fabricating, handling, shipping, InstalIleg and bracing. Refer to and follow �a DATE 04/20/1 6
the 1 atest edi ti on of BCSI (Bui I dl ng Component Safety Io temporary
on, by TPI and'MCA)for safety practices pri or CC
14659 / TC DL 10.0 PSF
t. to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwl se, `
top chord shall nave properly attached structural sheathing and bottom chord shall have a properly attached ir
BC DL 7.0 PSF
rigid cel I I ng. Locatl ons shown for permanent I ateral restraint of webs shat I have bract ng I natal I ed per BCSI t DRW CAUSR7175 16111171
,4 �� I sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on
II I the Joint 0etalis, 0nleaa,meted otherw!�e. Refer to drawings 166A-7 for standard plate position:. BC LL 0.0 PSF CA-ENG CWC/CWC
I drawl
ne, a division of ITW Building Components Group Inc. sM1a1I not be respond ham for any devi atl on from this • -�
drawl ng, any Failure to build the truss in conformance wl[M1 ANSI/TPI 1, or for M1antlling, sol ppl ng,
AN ITW COMPANY InstalIation A bracing of trusses. 9 'ft 7 1q�9 4�v TOT. LD. 42.0 PSF SEQN- 34341
Areseal on this drawl ng or cover peps Ilstleg thls drawl I ndl cotes acceptance of professi onsl sngl nearing
aponsl bl I I eel ole for the design shown. NSI am rebuttr and use or this drawing for any structure I:the Sr/ANw �.�pQ DUR. FAC. 1. 15 FROM BB
8351 ROva6a Cycle resporlsl bl I I ty of the Bui I dl ng Ball goer per ANSI/iPl t Sec.2.
Sacramento,CA 95R28 For more I nformati on see tnl s j ob•s general notes page and these web sl tes:
ALP1 NE: tem.al pi mei tw.con; TPI: www.tpi net.erg; WTCA: www.sbcindustry.corn; ICC: www.I ccsafe.erg Renews:12/31/2017 SPACI NG 0.0" J RE F- 1 VPZ7 1 75209
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0416169—PARR LUMBER-HI LLSBORO -Wi ndwood 1247A std heel -- VERIFY VERI FY, OR - R3)
Top chord 2x4 HF #2 (**) 1 plates requi s ecial
Bot chord ( ) q p posi ti oni ng. Refer to
scaled plate plot details for special positioning requirements.
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS.
anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
DL=4.2 psf. Trusses to be spaced at 0.0" OC maxi mum.
Hi pj ack supports 5-8-4 setback jacks wi th no webs. Deflection meets L/180 live and L/120 total load. Creep i ncrease
Shim al I supports to solid beari ng. factor for dead I oad i s 1.50.
3X3= R=362
1. 5X4(R) 111 N —�
ioi .b 10-11-00-7-3
•
2.83 r
•
• 1.5X4(R) 111
•
__ 2X4(R) 111 +9-0-0
2X4(R)111
3X5(**)
lc 8-0-8 Over 2 Supports
R=466 U=9 W=7.778"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00. �p �L0 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 '*WARNI NGI*w READ AND FOLLOW ALL NOTES ON TNI s Dam NG! Ft
825 N4th Ave,Cornelius O 97113 ' UPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �1 TC LL 25.0 PSF REF R7175- 91967
Trusses requl re extreme care in fabrl cat ng, handling, shi ppl ng, instal l l ng and bracing. Refer to and follow �' C w
the Iatest edition of SCSI (Banding Component safety Information, by TPI and wrCA) for safety practices prior 14659 9 TC DL 10.0 PSF DATE 04/20/16
to performing these functions. I nstal I ers anal) provide temporary bracing per SCSI. Unless noted otherwise, Q
top,04164, chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedr.
rl gi d cel I I ng. Locations shown for permanent I atnra, extra;nt of webs shat I have bracing Instal I ed per Basi 1 1_.i BC DL 7.0 PSF DRW CAUSR7175 16111172
Ail
II t. spit'ons B3, B7 or B10, as applicable. Apply plates to each face of truss and post t on as shown above and on
II ,L=1 I the Jol nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posi ti ons.
dAIpine, a division of ITw Sul Idirg components Group Inc. shall not be responsible for any deviation from this e.,-.e. BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW g. any Cel I ure to bun I d the truss i n conformance with ANSI/TPI 1, or for handl I ng, shi ppi ng,
COMPANY Installation R bracing of trusses. ..e 0 L.•" TOT. LD. 42.0 PSF SEAN- 34343
reseal on
11ty drawl
r el"gf°or coo Aasplge IIstn ng this drawl ng, 1ndl teres acceptance of professional eV neer'ng 9/ 7r AV
Y gn shown, The Sul tabl I I ty and use of thl s draw ng for any structure I s the Q
8351 Rovana Circle reeponel m I l ty of the Ilun al ng Deal soar per ANSI/TN 1 Sep,2. r/4/1 �QW DUR.R. FAC. 1. 15
Sacramento,CA 95828 For more I nformati on see this 1 ob•s general notes page and these web si res;
W.CFROM BB
SPDC I NG O.0" J RE F- 1 VPZ7175 ZO9
ALPINE: www.al pi nel tn;o,coTPI: www.tpl nst org; WTCA: wow.sbci ndustry.con, ICC: www.i ccsafe.org Renews:12/3112017
CLR Rein — orcin Ve -nicer SLylos (, it, l, ion
T-Reinforcement
This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf,
is specified on a truss design but an alternative web L-Reinforcement: or
reinforcement method is desired L Reinf. 101011i �`
Apply to either side of web narrow face, ,,
Attach with 10d (0.128"x3.0",min) nails Al
at 6" o.c, Reinforcing member is ,
Notes: a minimum 80% of web ,,
member length, ,
This detail is only applicable for changing the specified CLR ,,
shown on single ply sealed designs to T-reinforcement or ,
L-reinforecement or scab reinforcement, .
>< -.111111W-
Alternative reinforcement specified in chart below may be conservative,
/�
For minimum alternative reinforcement, re-run design with appropriate X
V
MEM
reinforcement type. g
T-Reinf. L-Reinf,
Web Member Specified CLR Alternative Reinforecement
Scab Reinforcement
Size Restraint T- or L- Reinf, Scab Reinf.
2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web,
2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. -
Attach with 10d (0128"x3.0",min) nails
2x6 1 row 2x4 1-2x6 at 6" o c. Reinforcing member is a
2x6 2 rows 2x6 2-2x4O0 minimum 80% of web member length.
2x8 1 row 2x6 1-2x8
2x8 2 rows 2x6 2-2x6(*)
Scab Reinf,
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
()10 Center scab on wide face of web. Apply (1) scab to each I
face of web,
Mi
wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
(A- An c TC LL PSF REF CLR SU�OSt.
wwIMPORTANTww FURNISH THIS DRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS.Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and TC DLfauaw the latest ealtlan of Bcst<Bunaing component safety Information,by rPI ana secAl ear safety 14659 F PSF DATE 10/01/14
practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.
Unless noted otherwise, top chord shall haVe properly attached structural sheathing and bottom chord
T. shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs BC DL PSF DRWG BRCLBSUB1014
�� 1l (� H g shall have bracing installed per BCSI sections B3, 57 or B10, as applicable. Apply plates to each face �' r
Q L U\\�ii of truss and position os shown above and on the Joint Details,unless noted otherwise. BC LL PSF
L Refer to drawings IATA-Z for standard plate positions. 04
Alpine,a division of ITW Building Components Group Inc. shall not be responsible for deviation from w' "w'
AN ITW COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI I, or for handing, shipping, TOT. LD. PSF
Installation & bracing •,/of russe "fC 7,19$9 Q�i
A seal an this drawing orcover page listing this drawing,indicates acceptance of professional Sjy w
engineering6 responsibility solely for the design shown. The suitability and use of this drawing
•/4NW. OUR. FAC.
13389 Lakefront Drive for any structure is the responsibility of the Building Designer.per ANSI/TPI 1 Sec.2. V
Earth City,MO 63045 For more Information see this Job's general notes page and these web sites,
SPACING
ALPINE, www.alpineltw.comi TPI, www.tpinst.orgi SBCA, www.sbcindustry.orgi ICC, www.iccsafe.org Renews:12/31/2017
X — I9 Frame Details
Hip Frame
W4X4, Min. B ■ 4
24° : U Common
iwarmmaimm1IIII '
: Trusses
U.111.1re MINN . I�. r I}
8, `II Stepped Hip
r a r
2x4 Purlins
INE��+1.11111.1011"1. System Trusses
x 4 �+������ii�i�����
•—�ii�ifi ��I�
.n"g���� t1'�11, ,I,\ #1
Setback 2 _I, Hip
r UUUUlUUUUUU.1MU.- Pitched Chord Area
oSheathed
Hip Frame*
w / B Bottom Chord
W3X4, Min, o- Attach hip Frame to Flat chords of stepped hips
W3X4, Min, at all overlapping points with 2-10d (0,148"x3")
Hip Frame, 'R' common nails. Bottom chord of hip Frame to be
attached to #1 hip with 10d common (0.148"x3")
nails @ 6" o,c, maximum spacing.
Hip frame stops at plumb cut of T� Hip Frame
jacks to maintain pitch continuity. Section B-B
Hip frame lumber is SPF, So. Pine, HF, '
or DFL Standard, Stud grade, or better,
See Engineer's sealed design For setback,
lumber, plating, loading, and duration factor required.
R' Hip Frame chords may be trimmed up to 2" to fit, —
purlins must be intact and properly attached, Setback Stepped Hip
Use this detail For:
System Trusses
ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer.
ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for Flat
ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated.
ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structural panels must be properly attached directly
Residential, Wind TC DL=4.2 psf, Kzt=1.00 To hip frame purlins.
wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI _L.
...IMPORTANT.*FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • CCn REF HIP FRAME
Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and �y
follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA) for safety DATE 10/01/14
practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. 4659
Snless noted otherwise, top shoed shell have properly attached structural Sheathing and bottom Chord
_ hall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG HIPFRAME1014
/ L [ ��� I� shall have bracing installedalper SCSI sections B3, 87 or 510,asapplicable. Apply planes to each ince
�J- I\\ I of truss and position shown above and on the Joint Details, unless noted otherwise.
f u v Refer to drawings 1604-Z for standard plate positions.
AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 04 w'
this drawing, failure to build the truss In conformance with ANSI/TPI 1, or for handling,shipping,
Installation S anyracing of trusse ��.`jw 9�9
A seal on this drawing or cover page listing this drawing,indicates acceptance of professional � �•7.
engineering responsibility solely for the design shown. The suitability and use of this drawingYW
13389 Lakefront Drive far any structure is the responsibility of the Building Designer per ANSI/TPI I Sect, ��••n
Earth City,MO 63045 For more information see
e this jab's general notes page and these web sites.
ALPINE' www,alpineltwcomi TPI www.tpinst.orgi SBCA, www.sbcindustry.org, ICG www.lccsafe.org Renews:12/31/2017