Plans (84) 1yk-kS1 5•\;; ok C)cve
RECEIVED
20'11" -I 22'6" OCT 1 1 2017
F 167" I 11'11"
ITY OF TIGARD
1 BUILDING DIVISION
T h_ ___ _ ,„.
o to
ro 65
lII l ) I I I I _
-- •�••t======='
'�.� AO-—.�'� -MI
ui
•_�_•••♦•M►••��•
V•rq4••iq►.ggi•i
A
•s"='-
NI volo
�♦�f:.. II.. AV2113)o
,► 4,
14'6" Jl *
4t4tVgil
r 41,416'11” ► a
It
-r
1- 220:4
***0w -
T 4- �B.E _ y AVG
•
01,p/144 I §M1111 I8
Ai_
01° r
i on 1
BV 3)
/ / / L r
17, GI
mMIiiii■1111111i l■■■N LI I
47'8 13' I 42"8 I 9'3" -I 12'8" .I
F. ,IAA > 5. vm0 434'
1m; mem �s'_-o �
11;14 x l� 3 666,6 i
3= 31i >%�
.kao E;..ti sad ing
2 cci5
�€ °" az Nww
443 4V
.O w� QO�op
0 -u p Customer::H&H Homes, LLC JOB NO.:1708324HHH
03 Desc::Greensward/lot 8 Model:Lot#8 OREGON
m C) u' Z Address: Elev.:
1 z = o Date:10-02-2017 Orientation: TRUSS
= Salesman:DT ...We're Just Better
Designer:SR
Alpine, an ITW Company
8351 Rovana Circle
Sacramento,CA 95828
ALPINE Fax (800)877-36
00 8 7 078(916)387-0116
AN T.N COMPANY
sacseals@itwbcg.com
Site Information:
Customer: Oregon Truss Job Number. 1708324HHH
JobDescription: Greensward/lot 8
Address: City,State,Zip: Tigard,OR 97224
Job Engineering Criteria:
Design Code: IRC 2012
Design View Version: 17.01.01.0723.13 JRef#: 1 W 3U4350005
Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(pst): 30.00-7.00-0.00- Floor Load(psf): None
10.00
This package contains a job notes page,29 truss drawings and 1 details.
Item Seal# Truss Item Seal# Truss
1 244.17.1005.42480 A 2 244.17.1005.47010 AH1
3 244.17.1005.53753 AH2 4 244.17.1006.24580 AH3
5 244.17.1006.49310 AH4 6 244.17.1007.08817 AV1
7 244.17.1007.24003 AV2 8 244.17.1005.23700 AVG
9 244.17.1007.27560 BV 10 244.17.1007.32550 BVA
11 244.17.1007.52977 BVS 12 244.17.1008.01857 C
13 244.17.1008.26037 CGE 14 244.17.1008.30150 D
15 244.17.1000.54050 DB 16 244.17.1008.36663 DGE
17 244.17.1001.02130 M5G 18 244.17.1000.46050 M5
19 244.17.1008.40423 M1 20 244.17.1008.46247 M1GE
21 244.17.1009.07760 M1S 22 244.17.1009.11283 M2
23 244.17.1009.16380 M3 24 244.17.1009.20377 M3GE
25 244.17.1009.23223 M4 26 244.17.1009.31637 PB
27 244.17.1011.50217 PBGE 28 244.17.1013.02687 PBH5
29 244.17.1014.08207 PBH6
•c°�EO PROF '`rS
O?� �GINFF /G2
19575 7
1411 "7.0 %r
OREGONGI J
'7 en.20a99� Q'
,
IPO W.
Renews 6130!2019
Printed 9/1/2017 10:51:31 AM
.r 09/01/2017
C'
,1
Job Number: 1708324HHH Ply: 1 SEAN:37263/ T8 COMN Cost:R435 JRef:1W3U4350005 •
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1005.42480
Truss Label: A CY / GWH 09/01/2017
5'4"210'8"4 16'0"6 21'8" _ 27'3"10 32'7"12 37'11"14 _ 43'4"
5'4"2 I 5'4"2 I 5'4"2 I 57"10 I 57"10 I 5'4"2 5'4"2 I 5'4"2
=5X6 1111.5X4 =5X6
H 1
a T
03X4 '3X4
F J
8 12 $3X5 4a 3X5
V
'9,1.5X4 1(a) ,„1.5X4 0
Ey
D (a) (a) L
03X4 W10
C 3X4
B W11 M N
1 A/r m - ... - m -R O
1114XX(EE)) =3X4 =_4X6=3X4 =3X8 =3X4=4XX6 =3X4 =4X4�EE\
I 6"� 8'0"3 ' 8'0"3 I 57"10 I 5'7"10 I 8'0"3 80
I "3 �16"
8'0"3 16'0"6 21'8" 27'3"10 35'3"13 43'4"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl IJ# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.192 H 999 240
Enclosure:Closed B 2504 /81 /928 /- /230 /5.5
BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.335 H 999 180 N 2503 /81 /928 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.093 P - - Wind reactions based on MWFRS
EXP:B
Des Ld: 47.00 Mean Height 24.72 ft HORZ(TL):0.162 P - - B Min Brg Width Req= 2.7
NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 N Min Brg Width Req= 2.7
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.348 Bearings B&N Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.686
Spacing:24.0" C&C Dist a:4.33 ft Rep Factors Used:Yes Max Web CSI:0.215 Members not listed have forces less than 375#
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0)
Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 B-C 390-3735 H-I 381 -2485
Lumber C-D 364-3682 I-J 392 -2899
D-E 379-3498 J-K 390 -3364
Top chord 2x4 DF-L 1800f-1.8E E-F 391 -3365 K-L 378 -3497
Bot chord 2x4 DF-L 1800E-1.8E F-G 392-2902 L-M 363 -3681
Webs 2x4 DF-L 1800f-1.8E:W1,W 2,W10,W11 2x4 G-H 381 -2485 M-N 390 -3734
DF-L Standard:
:Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(lbs)
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' Chords Tens.Comp. Chords Tens. Comp.
Bracing B-V 2972 -210 S-R 2307 -53
(a)Continuous lateral restraint equally spaced on V-U 2670 -136 R-0 2669 137
member. U-T 2670 -136 Q-P 2669 -137
T-S 2309 -52 P-N 2971 -217
Loading
Truss passed check for 20 psf additional bottom Maximum Web Forces Per Ply(lbs)
chord live load in areas with 42"-high x 24"-wide Webs Tens.Comp. Webs Tens. Comp.
clearance.
Bottom chord checked for 10.00 psf non-concurrent V-F 446 33 H-S 124 497
bottom chord live load applied per IRC-12 section F T 145 -596 1-R 795 70
301.5. •SVs PROFFS`S' G-S 83079 -55 J-P 448 45 �
Purlins . GINE /p S-I 384 -55
In lieu of structural panels use purlins to brace all flat 19575
TC @ 24"OC. �� r
Wind �� i
��
Member design based on both MWFRS and C&C. 11 11/2117
OREGON
"9,•0LW.
OLD
r-
Renews 6/30/2019
**WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by WI and SBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted dttherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 610,
as applicable. Applplates to each face of truss and position as shown above and on the Joint tails, unless noted otherwise. Refer to ��' �Ep
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the /rwt are
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover pa
listingge
this drawing indicates acceptance of prooessionar engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsare.org Sacramento,CA 95828
Job Number: 1708324HHH Ply: 1 SEAN:37217/ T1 GABL Cust:R435 JRef: 1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1005.47010
Truss Label: AH1 CY / GWH 09/01/2017
10'6"15 32'91 43'4"
10'6"15 I -22'2"2 10'6"15
1--F4) 03X4 ""4X06 %3X _
12
$ V
M
•
03XC4 %3X4 ao
B •B
_ 1�z q/ 5 4 ❑ • 99 a v 1 5 a e it a tr a 1r 9 -A 0 a •C
11.- ir-
L
III4X6(E5) -3X5 •U AO Q M6 AH II 4X6(E5)
r 275" 1 20'5"8
1'6" 10'5"6 22'5"4 10'5"6 1'6"
10'5"6 ` 32'10"10 I 43,4" ."I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or"=PLF
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.004 AA 999 240 B. 123 /- /49 /- /8 /269
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.008 AA 999 180 AO"104 /- /41 /- /- /245
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 AA - - AB 325 /10 /136 /- /- /5.5
Des Ld: 47.00 EXP:B HORZ(TL):-0.006 AA - - Wind reactions based on MWFRS
Mean Height:22.90 ft B Min Br Width Req 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 9 = -
AO Min Br Width Re
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 9 q= -
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.043 AB Min Brg Width Req= 1.5
Spacing:24.0" C&C Dist a:4.33 ft Rep Factors Used:Yes Max Web CSI:0.098 Bearings B,AO,&AB Fcperp=625psi.
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0)
Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13
Lumber
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard
:Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500'
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500'
Plating Notes
All plates are 1.5X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0"span opposite face.Top chord may be
notched 1.5"deep X 3.5" periodically along top
edge.DO NOT OVERCUT.No knots or other lumber
defects allowed within 12"of notches.Do not notch
in overhang or heel panel.
Bottom chord checked for 10.00 psf non-concurrent .EO PROP .
bottom chord live load applied per IRC-12 section S
301.5. ,0 O(NF SAO
Purlins O a 19575 �� r
In lieu of structural panels use purlins to brace all flat /r
TC @ 24"OC. e` /.
1?01/2117
Wind
Member design based on both MWFRS and C&C. 0 OREGON
A 19 L.
20,19- "
Additional Notes 9-'OL 0 w.N�Q
See DWGS A12030ENC101014,GBLLETIN1014,&
GABRST101014 for gable wind bracing Renews 6BOr2019
requirements.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900SE Wallace Rd.
Trusses require extreme care in fabricating,handling.,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeerl
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10-, pct
as applicable. Applplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to s� `
drawings 160A-Z for standard plate positions. LPI
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the gar w€aary i
truss in conformance with ANSUI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page
listing this drawing,indicates acceptance of promessionar engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. 8351 Rovana Circle
• Sacramento,CA 95828
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;MCA:www.sbcindustry.com;ICC:www.iccsafe.org
Job Number: 1708324HHH Ply: 1 SEQN:37222 / T2 CHIP Cust:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1005.53753
Truss Label: AH2 CY / GWH 09/01/2017
6'21112'615 17'0"11 26'3"5 30'9"1 37'1"5 43'4"
F 6'2"11 I 6'4"4 I 4'5"12 I 9'2"10 I 4'5"12'}' 6'4"4 I 6,2"11
0.4E5 - -
3X4 3X4 k4X5
T
12
8 to 30X4 >14kNN3X4
so \/b (a) (a)
m
cn
03X4
C W1 W2 WJ
B '
7i2 A a = ,i,
ur >. 9 7 L
=6X6(E1) 1111.5X4 m3)a=4 6 B23X4 -40-3X1111.5X4 =6X6(E1)
�1'6"� 6'2"11 , 6'2"11 , 9'2"10 I 9'2"10 6'2"11 6'2"11 1'6"
6'2"11 12'5"6 21'8" 30'10"10 37'1"5 43'4" •
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-1G Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.151 P 999 240 B 1919 I_ /848 I., /186 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.323 P 999 180 K 1919 /- /949 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.065 M - - Wind reactions based on MWFRS
EXP:B
Des Ld: 47.00 Mean Height:23.57 ft HORZ(TL):0.140 M - - B Min Brg Width Req= 2.0
NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 2.0
e
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.685 Bearings B&K Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.721
RepFactors Used:Yes Max Web CSI:0.481 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:4.33 ft
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 E-F 305-1986 G-H 245 -1987
Lumber B-C 316-2R742 H-I 252 -2502
C-D 309-2794 I-J 237 -2795
Top chord 2x4 DF-L 1800E-1.8E D-E 323-2500 J-K 237 -2833
Bot chord 2x4 DF-L 1800f-1.8E:B2 2x4 DF-L F-G 311 -2500
2400f-2.OE:
Webs 2x4 DF-L 1800f-1.8E:W 1,W2,W9,W10 2x4
DF-L Standard: Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500'
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' B-S 2256 -144 P-0 2382 -37
S-R 2253 -144 0-N 2382 -37
Bracing R-Q 2382 -90 N-M 2254 -83
(a)Continuous lateral restraint equally spaced on Q-P 2382 90 M-K 2257 83
member.
Maximum Web Forces Per Ply(lbs)
Loading Webs Tens.Comp. Webs Tens. Comp.
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide D-R 135 -488 GN 125 -817
clearance. R-E 1170 -118 H-N 1170 -131
Bottom chord checked for 10.00 psf non-concurrent R-F 109 -818 N-I 145 488
bottom chord live load applied per IRC-12 section
301.5. ' 'CsDESS
�C,(Nlrlc HOZ
Purlins �
In lieu of structural panels use purlins to brace all flat 19575 9
TC@24"OC. ,r r
Wind (- ''''..0
Member design based on both MWFRS and C&C. 1' 11/2117
OREGON
Y,QOL D20,19r.IN
Renews 6/30/2019
*"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
*'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing iinstalled per BCSI sections 53,B7 or 510, LPI Gt
as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. lfefer to o
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MOW€£MVka7
truss in conformance with ANSI/TR! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page
listing this drawing,indicates acceptance of Dro-ressionai engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:wwwsbcindustry.com;ICC:www.iccsare.org Sacramento,CA 95828
Job Number: 1708324HHH Ply: 1 SEQN:37278/ T3 CHIP Gust:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: OrwNo: 244.17.1006.24580
Truss Label: AH3 CY / GWH 09/01/2017
361'5 434"
33'88"'88I 59'85''175I 154s"15I 250'61'9'8I 2449"1I 2439
i 7'4'4 I 7'291 '
0e4F5 w3X4 63X4 4X4
G H 1
-
NNN:
or
12 13X4
8 V (a) (a) 3rn
X5510 28(*•) W3 _
D W4 (a)
;3xC W2 3x4
-I '?A.,,,,,,,, 1-T a3X4 =3X8 OP �-\M
1 =8X8(E)
1113X7(E3) 113X5 67X14(`") a�1:X4 )
.4X21. 6
12
'11"8
)" 40'10'8
1'6' 2' 6'11'15 4'11'15 _ 55'2 8'9'2 7'2"11 7'2'11 1'6'
?I.8 2'5'. 55"7 I 14'5'6 I 20'1'8 I 28'10'10 I 36'1'5 I 43'4' •
8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.264 S 999 240
Enclosure:Closed L 1797 I., /948 /- /2- /5.5
BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.610 S 852 180 L 1774 /- /948 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.184 N - - Wind reactions based on MWFRS
Des Ld: 47.00 EXP:B HORZ(TL):0.425 N - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:24.23 ft Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 1.9
TCDL:4.2 psf s
Soffit: 2.00 BCDL:6.0 psf Bldg Code:IRC 2012 Max TC CSI: 0.829 Bearings B&L Fcperp P P=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.852 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:4.33 ft Rep Factors Used:Yes Max Web CSI:0.901
Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE,18SS VIEW Ver:17.01.01A.0723.13 F-G 290-1878 G-H 305 -2181
B-C 412-5282 H-I 247 -1674
Lumber Additional Notes C-D 412-5208 I-J 247 -2133
Top chord 2x4 DF-L 1800f-1.8E Laterally brace bottom chord above filler with purlins D-E 304-2836 J-K 233 -2545
Bot chord 2x4 DF-L 1800f-1.8E:B1 2x4 DF-L at 24"OC. E-F 314-2360 K-L 330 -2703
2400f-2.0E:
Webs 2x4 DF-L 1800f-1.8E M1,1,W 2,W3,W4,W13 2x4
DF-L Standard: Maximum Bot Chord Forces Per Ply(lbs)
Filler 2x12 DF-L SS Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x4 DF-L 1800f-1.8E:BLOCK LENGTH= 2.108' B-U 4411 -263 R-P 2188 -4
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' U-T 4409 -254 O-N 2042 -70
T-S 2935 -212 N-L 2045 -70
Bracing S-R 2307 -81
(a)Continuous lateral restraint equally spaced on
member. Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
Plating Notes
(**)2 plate(s)require special positioning.Refer to T-D 2039 -60 P-H 454 66
scaled plate plot details for special positioning D-S 137 -735 P-O 1939 0
requirements. S-E 431 -1 H-O 71 -750
E-R 146 -789 O-I 875 -95
Loading �ikEO PRo% R-F 1063 -94 0-J 166 -636
Truss passed check for 20 psf additional bottom `�� G(N F sjo R-G 32 -561
chord live load in areas with 42"-high x 24"-wide rl Cl`
clearance. 19575 41 9
Bottom chord checked for 10.00 psf non-concurrent �,
bottom chord live load applied per IRC-12 section
301.5. OA
11 01/2117
Purlins OREGON
In lieu of structural panels use purlins to brace all flat 9 an 20 19g'b P
TC @ 24"OC.
Wind OC O W"N-
Member design based on both MWFRS and C&C. Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BC.SI.Unless noted otherwise,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 bracingg�iinstalled per BCSI sections B3,B7 or 1310,
as applicable. Applplates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to ■ ��
drawings 160A-Z for standard plate positions. L
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,eint/€
AIWWY
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page
listing this drawing indicates acceptance of prol1esstonaf engineering responsibility solely for the design hown. The suitability
and Use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Seca. 8351 Rovana Circle
• For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828
Job Number: 1708324HHH Ply: 1 SEQN:37274/ T4 CHIP Cust:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1006.49310
Truss Label: AH4 CY / GWH 09/01/2017
38"8 _ 9'S°7 1 16'6°15 1 20'1"81 26'9°1 1 327"12 I 37'11°14 I 43'4"
3'88 5'8'15 7'1"8 3'6'9 6'7'9 5'10"11 5'4"2 5'4"2
8465 .3X4 166
H I
tE3X4
Xq
4.
12
;3f X36
g 83X5 K
to
(a) L
5X4
353/105�/1
/3X8 �. `/ tar
CC M
_1 1A%i�t`N a3X4 3X8 S'--��•• �... -
X )
11307(63) B1 12X4 .6X8 =4X6 =3X4
?s6X• 1
83X7(E3)
m4X4, 6
12
5"}1 71'81 40'10"8 I
1'6'1 2' 61115 6'11"15 3'8'2 6'9'2 8'5'3 8'0'3 1'6'
1. I��18 2'S"8 951 1 16'5"6 1 20'1"8 1 26'10"70 1 35'3"13 1 43'4" L
'S8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.321 V 999 240 B 1992 /81 /912 /- /237 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.623 V 834 180 N 2009 /81 /927 I- I- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.223 P - - Wind reactions based on MWFRS
EXP:B
Des Ld: 47.00 HORZ(TL):L:0.434 P - - B Min Brg Width Req= 1.7
Mean Height 24.90 ft Code!Misc Criteria Creep Factor:1.5 N Min Brg Width Req= 2.1
NCBCLL:10.00 TCDL:4.2 psf Bearings B&N Fcperp=625psi.
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.882
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.945
RepFactors Used:Yes Max Web CSI:0.953 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:4.33 ft Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE,18SS VIEW Ver:17.01.01A.0723.13 G-H 358-1823 H-I 387 -1989
B-C 561 -5683 I-J 381 -2114
Lumber Additional Notes C-D 551 -5588 J-K 383 -2548
Top chord 2x4 DF-L 1800f-1.8E Laterally brace bottom chord above filler with purlins D-E 380-3024 K-L 371 -2664
Bot chord 2x4 DF-L 1800f-1.8E:B1 2x4 DF-L at 24"OC. E-F 387-2866 L-M 356 -2830
2400f-2.0E: F-G 381 -2320 M-N 364 -2904
Webs 2x4 DF-L 1800f-1.8E M/1,W2,W3,W8,W12,
W13 2x4 DF-L Standard:
Filler 2x12 DF-L SS Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x4 DF-L 1800f-1.8E:BLOCK LENGTH= 2.108'
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 2.000' B-X 4725 -399 U-S 1992 -71
X-W 4722 -390 R-Q 2000 -134
Bracing W-V 3163 -300 0-P 2000 -134
(a)Continuous lateral restraint equally spaced on V-U 2459 -177 P-N 2287 -211
member.
Maximum Web Forces Per Ply(lbs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
(**)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning W-D 2158 -124 S-I 558 -59
requirements. D-V 132 -732 S-R 1661 -40
R 2
V-F 510 0 I-R 530 -62
Loading 1 OPROFF F-U 177 -996 R-J 159 -694
Truss passed check for 20 psf additional bottom `�� G(N F SsjO U-G 1063 -145 J-P 493 -30
chord live load in areas with 42"-high x 24"-wide 0 U-H 85 -482
clearance. 19575 y
Bottom chord checked for 10.00 psf non-concurrent r j/
bottom chord live load applied per IRC-12 sectionall �+• /'."
301.5.
1'; 11/2117
Purlins OREGON
GI In lieu of structural panels use purlins to brace all flat ' lien98
,20,j '
9 Q"
TC@24"OC. -'0LD vs,"r�
Wind
Member design based on both MWFRS and C&C. Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581 8787 Ext
bracing per BCS!..Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a progeny eft
attached rigidle.ceding. Locationslces o shownchfor truss andt lateralorestrainto of bov shallnhave eJoiing-Intal s, per s iB7 orof r o,
as applicable. App plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to
drawings 160A-Z for standard plate positions. LPI
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A11 nW€b
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover pagge
listing this drawing indicates acceptance of proresslonal engineering responsibility solely or the design shown. The suitability g351 Rosana Circle
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
• For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828
Job Number: 1708324HHH Ply: 1 SEON:37276/ T6 COMN Cost:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 5 FROM: DrwNo: 244.17.1007.08817
Truss Label: AV1 CY / GWH 09/01/2017
311"8 9'3"11 I 161x6 I 20'1"8 27'3"10 _ 32712 I 3T11"14 I 43'4"
3 "8I 573 6'8"11 4'1"2I 7'2"2 I 5'4'2 5'4"2 5'4"2I
=5X6 61.5 >m5X6
4 T
13X4
03X4 J
6 12 03X5 F 79. a @3\tos,...,11,7:4
5
05X8(") w3 .
T1
(a) (a)
wSS1012(I)D
03X10 �. 3X4
C
_I B %'.� _ �_ WB r N
1 A/1 w =-3X4 =3X4 _S: .r....... - O
X
113X7(E3) 1127X7(4 69 =7X8=4X6 P 1116X6(E1)
03X8(E3)Q 6
=4X4 12 =3X4
MIL"!
BI 4010"8 I
I-6"?! 275' 6'10"3 i 68"11 i 202 72"2 t 8'0"3 8'0'3 A
1'6"
9'3"11 16'0"6 "8 i 27'3"10 35'3"13 I 43'4"
8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lot L/defl Litt Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pt:19.3 Ce:1.0 VERT(LL): 0.385 V 999 240 B 2323 /80 /911 /- /230 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.703 V 739 180 N 2367 /80 /926 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.268 P - - Wind reactions based on MWFRS
EXP:B 9 HORZ L:0.490 P - - B Min Br Width Req2.0
Des Ld: 47.00 Mean Height:24.72 ft � ) 9
NCBCLL:10.00Code/Misc Criteria Creep Factor:1.5 N Min Brg Width Req= 2.5
TCDL:4.2 psf
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.849 Bearings B&N Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.957Members ted have fo_
Spacing:24.0" C&C Dist a:4.33 ft Rep Factors Used:Yes Max Web CSI:0.993 Maximum TnopliChord ForcessPer Plylessa(lbs)
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) P
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE,18SS VIEW Ver:17.01.01A.0723.13 B-C 573-6757 H-I 390 -2507
Lumber Purlins C-D 563-6656 I-J 389 -2646
D-E 386-3677 J-K 391 -3135
Top chord 2x4 DF-L 1800f-1.8E:T1 2x4 DF-L In lieu of structural panels use purlins to brace all flat E-F 392-3473 K-L 378 -3269
2400f-2.0E: TC @ 24"OC. F-G 393-2929 L-M 363 -3453
Bot chord 2x4 DF-L 2400f-2.OE:83,B4 2x4 DF-L G-H 390-2512 M-N 394 -3506
1800f-1.8E: Additional Notes
Webs 2x4 DF-L 1800f-1.8E:W2,W3,W8,W12,W13 Laterally brace bottom chord above filler with purlins
2x4 DF-L Standard: at 24"OC. Maximum Bot Chord Forces Per Ply(lbs)
Filler 2x12 DF-L SS Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x4 DF-L 1800f-1.8E:BLOCK LENGTH= 2.108' B-X 5628 -410 U-S 2298 -59
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' X-W 5622 -400 R-Q 2469 -136
W-V 3775 -309 Q-P 2469 -136
Bracing V-U 2991 -180 P-N 2785 -217
(a)Continuous lateral restraint equally spaced on
member. Maximum Web Forces Per Ply(lbs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
(I)-plates so marked were sized using 0% W-D 2556 -127 H-S 124 -512
Fabrication Tolerance, 0 degrees Rotational D-V 138 -802 S-I 663 -52
Tolerance,and/or zero Positioning Tolerance. V-F 469 0 S-R 2094 -56
(**)1 plate(s)require special positioning.Refer to 4(L�4 PRQF�S F-U 162 -913 I-R 382 -50
scaled plate plot details for special positioning C S. U-G 711 -64 R-J 142 -595
requirements. �.� r1C'(N El`� �2 G-S 539 -64 J-P 469 -35
19575 "y
Loading . >' 1
Truss passed check for 20 psf additional bottom �
�
chord live load in areas with 42"-high x 24"-wide l'
clearance. 0': It/ 117
Bottom chord checked for 10.00 psf non concurrent OREGON
bottom chord live load applied per IRC-12 section '9 e
301.5. n.20,1e- Q"
OLD W.
Wind
Member design based on both MWFRS and C&C. Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shippping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)5814787 Ext
bracing per BGS1.Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a properly .G.ri
attached rigid ceiling.AplLaces to shown for permanent andt lateralsitiorestrainto of bov shallanhave eJoin9-installed per s t sectionsr iB3,se B7 of 1r to, �
as applicable. Appltotes to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. hefer to
drawings 160A-Z for standard plate positions. LPI
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mthtt awAxrt
truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA peal on this drawing or cover page
listing this drawing,indicates acceptance of iorolessionai engineering responsibility solely for the design shown. The sur bihty
th
and use of this drawing for any structure is e responsibility of the Building Designer per ANSI!TPI 1 Sec.2. 8351 Rosana Circle
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;IPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828
Job Number: 1708324HHH Ply: 1 SEQN:37302/ T12 COMN Cust:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 13 FROM: DrwNo: 244.17.1007.24003
Truss Label: AV2 CY / GWH 09/01/2017
7'0"3 141r6 16'0"6 21'8" 27'3"10 29'3"10 36'313 43'4"
7'0"3 I 7'0"3 I 2' I 57"10 I 57"10 I 2' I 7'0"3 I 7'0"3
=6X6 =5X7
G H I _
F J
W. %3X5p4
8 12 3 5EX5 W4
V prp W6 W12 K 3L5 r
(a)t r(a) 0.1
o
T oC x
1,
-3X88 a
0 $M4
`h B N
�1 �'ZA a 9 a 0
6X6(E1) -3X10 =8X10 V T =8X10 =3X10 =6X6(E1)R P -L
1'6" 7'0"3 7'0"3 3'10"10 3'9" 5'10"8 1'9"2 7'0"3 7'0"3 1'6"
I•" 1 7'0"3 I 14'0"6 I 17'11" I 21'8" I 27'6"8 ( 29' 10 36'3"13 I 43'4"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.282 H 999 240 B 2348 /81 /928 /- /230 /5.5
BOLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.514 H 999 180 N 2336 /81 /928 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.191 P - - Wind reactions based on MWFRS
EXP:B
Des Ld: 47.00 HORZ(TL):0.348 P - - B Min Brg Width Req= 2.5
Mean Height:24.72 ft
NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 N Min Brg Width Req= 2.5
TCDL:6.0 psf Fcperp B&N
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.586 Beatingsp p=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.613
Spacing:24.0" C&C Dist a:4.33 ft Rep Factors Used:Yes Max Web CSI:0.734 Members not listed have forces less than 375#
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 B-C 427-3441 H-I 408 -3164
Lumber Additional Notes C-D 357-3388 I-J 502 -4024
D-E 391 -4214 J-K 423 -4118
Top chord 2x4 DF-L 1800f-1.8E Laterally brace bottom chord above filler with puffins E-F 422-4158 K-L 393 -4174
Bot chord 2x4 DF-L 1800f-1.8E at 24"OC. F-G 502-4063 L-M 357 -3371
Webs2x4DF-LStandard:W3,W4,W6,W9,W12,W13 G-H 408-3164 M-N 428 -3424
2x4 DF-L 1800f-1.8E:
:Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(lbs)
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' Chords Tens.Comp. Chords Tens. Comp.
Bracing B-Z 2717 -190 U-S 2910 -73
(a)Continuous lateral restraint equally spaced on X-W 2923 71 S-Q 2907 71
member. W-U 2930 -73 P-N 2703 -195
Plating Notes Maximum Web Forces Per Ply(lbs)
All plates are 1.5X4 except as noted. Webs Tens.Comp. Webs Tens. Comp.
Loading D-Z 137-1146 U-I 434 -50
Truss passed check for 20 psf additional bottom D-X 701 0 I-Q 1612 183
chord live load in areas with 42"-high x 24"-wide Z-X 2962 -204 Q-P 2947 209
clearance. X-G 1662 -183 Cl-L 681 -6
Bottom chord checked for 10.00 psf non concurrent
,.e‘ o PRoi . G-U 400 53 P-L 137 -1127
bottom chorlive load applied per IRC-12 section �'� aG(N�� S'/02
301.5. H-U 138 -537
19575 •
Purlins , �,
In lieu of structural panels use purlins to brace all flat i- =��
TC@24"OC. 1':01/2117
Wind 0 OREGON
Member design based on both MWFRS and C&C. 9 an.20,19 0' Q"
R0 LD W.N-
Renews 6!30/2019
"WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component gg fety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locationsces o shown for rss andt lateralsitiorestraintso ofn bov shallnhave eJoiinq-installed per sBCSI otherwise.
a83,se B7 or r o,
as applicable. Applplates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. �tefer to
drawings 160A-Z for standard plate positions. LPI E
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the P mv€eaavrr
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciAv
ng of trussesAeal on this drawing or cover pa e
listing this drawing indicates acceptance of proressionaf engineering responsibility solely for the esign shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle
Sacramento,CA 95828
• For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org
Job Number: 1708324HHH Ply: 1 SEAN:37376/ T42 GABL Cust:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1005.23700
Truss Label: AVG Page 1 of 2 CY / GWH 09/01/2017
15'8'66
]97 84;4 122 I' 221 22'41"8 223"10 2 32'4'4 350 311112 474'
I 732 1 419'2 1y' 8.X2 1 4.1,'2 9'6 424.2 1 271• 2'ti% 54'4 I
-6.4) I-4.--1 I-4'--1
=7%12
1308 TS
I. 9'8'- .1 2Xs6XX44 12 N56XG12
t 138X14'/e.
II3X8 5X1 e A =8 �1�H1015
t2 H✓J1 Td8 a ////�J 14
KW 0) W1:‘-*.,„...%3
C D 1 BD'BG
g, da „W7 141 16 WT' i3X/ .
a
NA,...Hr-
1W. 0'G W11 AY BV.1.-- UFT (a)rei
AM W12 Wi / V
,I' BWE AZ AA B4 s;',............:
-1- A/: z. 83 X
AF 2X4 AB=2X41')- 4 13 ES) -
14X1 .5X6 0204 46)(8 12
=5)26 28X8 .380708 31
5X6 X4
.5X6
04X8
A 221'12 A 21'24 A
1'6' T1.15 5'613 5310 542 411'2 5'314 5'44.4 4'10'12 8
I I
71-15 I 17812 I 16.04.81 274'8 I 27910 I 32318 1 371112 I 42'10'8 Ili%
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L./clef] U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.074 G 999 240
Enclosure:Closed 8 51424 /124 /- /- /- /5.5
BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.146 G 999 180 AB 5424 /321 /- /- /- /5.5
BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.034 Y - - W 741 /54 /- /- /- /5.5
EXP:B
Des Ld: 47.00 Mean Height 24.72 ft HORZ(TL):0.067 Y - - Wind reactions based on MWFRS
NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.6
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.614 AB Min Brg Width Req= 5.4
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.465 W Min Brg Width Req= 1.5
Spacing:24.0" C&C Dist a:4.33 ft Rep Factors Used:Yes Max Web CSI:0.890 Bearings B,AB,&W Fcperp=625psi.
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0)
Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs)
Wind Duration:1.60 WAVE,18SS,HS VIEW Ver:17.01.01A.0723.13 Chords Tens.Comp. Chords Tens. Comp.
Lumber Plating Notes D-E 304-1014 E-F 312 -993
Top chord 2x4 DF-L 1800f-1.8E:T2,T4,T5,T7 2x6 All plates are 1.5X4 except as noted. G-H 207 -980 H-I 345 -427
DF-L 1800f-1.8E: (**)2 plate(s)require special positioning.Refer to I-J 503 -828 J-N 403 -659
Bot chord 2x6 DF-L 2400f-2.0E:B3,B4 2x4 DF-L scaled plate plot details for special positioning R-S 682 -34 N-CI 639 -28
1800f-1.8E: requirements. B-C 176-2135 C)-R 946 -72
Webs 2x4 DF-L Standard:W3,W6,W7,W9,W11,W13,
W15,W16,W17,W19,W20 2x6 DF-L 1800f-1.8E: Purlins C-D 331 -921 T-U 224 -436
:W4,W5,W8,W14,W18 2x4 DF-L 1800f-1.8E: C-D 94 -853 U-V 48 -1157
:W10 2x4 DF-L 2400f-2.0E: In lieu of structural panels use purlins to brace all flat D-F 138 -375 V-W 98 -1212
:W12 2x6 DF-L 2400f-2.0E: TC @ 24"OC.
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' Wind Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Bracing Wind loads and reactions based on MWFRS.
B-AF 1647 -116 AC-AB 30 -934
(a)Continuous lateral restraint equally spaced on AF-AE 1645 -121 AB-AA 19 -575
member. AE-AD 1645 -121 Z-Y 952 -40
Special Loads AD-AC 1407 -289 Y-W 947 -37
---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs)
TC-From 77 plf at -1.50 to 77 plf at 12.73TC-From Webs Tens.Comp. Webs Tens. Comp.
TC-From 77 plf at 20.73 to 7lf at 12.73 to 7 plf at 44.83 '(�Gf at 20.73 ��O PROF�Sis, C-AD 10 -497 AZ-BF 26 -477
BC-From 5 plf at -1.50 to 5 plf at 0.00 .5 �G IN FF O AD-Al 1309 -38 BD-BE 1117 -18
BC-From 20 plf at 0.00 to 20 plf at 12.73 C9
19575 2 H-Al 1406 -46 BE-BF 933 -3
BC-From 10 plf at 12.73 to 10 plf at 18.42 �r H-AM 70-1531 BF-BH 29 520
BC-From 50 plf at 18.42 to 50 plf at 22.33 r /r
BC-From 10 plf at 22.33 to 10 plf at 22.38 �, AM-AC 78-1624 BF-AA 926 -3
BC-From 21 plf at 22.38 to 21 plf at 43.33 �� AC-AC) 3093 -205 C)-BG 61 759
BC-From 5 plf at 43.33 to 5 plf at 44.83 0'-/01/2117 AO-AC 391 -344 BG-BH 61 -759
BC-1102 lb Conc.Load at 12.73 OREGON AO-J 419 -339 BH-AA 66 -853
BC- 334 lb Conc.Load at 14.73,16.73,18.73,20.73AQ-N 3469 -236 BH-BI 35 600
AQ-AY 28 -412 AA-S
"9 -551
"rOLD W.1'- AB-AZ 316-4776 Bl-S z3 -666
N-AY 274-4183 S-Z 555 0
Renews 6/30/2019 N-BD 1257 -49 Z-U 39 -689
AY-AZ 302-4513
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
`*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)tsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted oltlerwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have brawnycLinstailed per BCSI sections 63,B7 or B10, ,Gil
as applicable. Applplates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. (fefer to �`
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the rnl €ter,
truss in conformance with ANSI,,PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawingn or cover pag
listing this drawing indicates acceptance of professronat engineering responsibility solely for the design Shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/1711 Sec.2. 8351 Rovana Circle
Sacramento,CA 95828
For more information see this job's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org
Job Number: 1708324HHH Ply: 1 SEQN:37376/ T42 GABL Cost:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1005.23700
Truss Label: AVG Page 2 of 2 CY / GWH 09/01/2017
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0"span opposite face.Top chord may be
notched 1.5"deep X 3.5" periodically along top
edge,only in the area above the vertical let-in studs.
DO NOT OVERCUT.No knots or other lumber
defects allowed within 12"of notches.Do not notch
in overhang or heel panel.
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Additional Notes
See DWGS A12030ENC101014,GBLLETIN1014,&
GABRST101014 for gable wind bracing
requirements.
Shim all supports to solid bearing.
Brace all exposed vertical surfaces for lateral
wind forces.Anchor the perimeter of exposed
vertical surfaces using sistered truss or nailer at
edge of lower roof diaphragm.All diaphragms,
braces,and connections shall be designed by
the engineer of record.
�Ep PROp1,.
0�9 %N 0
19575 'y
%i
0>01/2117
OREGON
9rOLDoWst
Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted otherwise top chord shall have property attached structural sheathing and bottom chord shall have a proper)
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingjnstalled per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A L PI N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the e,„y
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA Seal on this drawing or cover page
listing this drawing,indicates acceptance of prOfessionaf engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsare.org Sacramento,CA 95828
•
Job Number: 1708324HHH Ply: 1 SEQN:37329/ T20 COMN Cust:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 3 FROM: DrwNo: 244.17.1007.27560
Truss Label: BV CY / GWH 09/01/2017
5'5'6I 10'8'8 I 15'11'10 I 21'5'
5'5"6 5'3"2 5'3'2 5'5'6
=4X4
E
aii ,
12 f D4441 '3X4
F
I 8
2
1.11.1.111 •0 grigoll •:,
K
'x5X6
0113X4
G
L J
B Q 111.5X4 RI 1.5X4
p R
A _- 12 c. I
III5X6(E5) 95X6(E5) _-
[-1'6" I 4'11"14 I 5'3"2 5'3"2 I 4'11'14 I 1-16^-{
",,, 5'5"6 10'8"8 15'11"10 201 VS o_,p_
5 215"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.126 K 999 240
Enclosure:Closed B 1171 /72 /484 /- /157 /5.5
BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.239 K 999 180 H 1171 /72 /484 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.117 J - - Wind reactions based on MWFRS
Des Ld: 47.00 EXP:B HORZ(TL):0.223 J - - B Min Brg Width Req= 1.5
Mean Height 22.94 ft
NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.248 Bearings B&H Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.328
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.650 Members not listed have forces less than 375#
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 B-C 161 -2436 E-F 97 -1810
Lumber C-D 151 -2377 F-G 158 -2377
D-E 97-1810 G-H 170 -2436
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' B-L 1975 -46 K-J 1994 -47
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500'
L-K 1994 -39 J-H 1975 -55
Loading
Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs)
bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp.
301.5.
D-K 152 -457 K-F 149 -457
Wind E-K 1471 -13
Member design based on both MWFRS and C&C.
X4.3 PROFS
.� G(NF %O
19575 •�� 9
it
/- moi
ti 01/2117
OREGON J
'9,'0`0 W9NSP
Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)for safely practices prior to performing these functions. Installers shall provide temporary (503)581-6787 Ext
bracing per BCSI.Unless noted otherwise,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 bracing installed per BCSI sections B3,B7 or B.10,
as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. flefer to LP'
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building_gCComponnnts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the amrrw omy,,pt
truss in conformance with ANSI/WI 1,or or handling,shipping,installation and bracing of trussesA deal on this drawing orover page
listingthis drawing,indicates acceptance of pro ssiona engineering.ineering. responsibility solely for the design shown. The suitability
and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828
Job Number: 1708324HHH Ply: 1 SEQN:37333/ T26 COMN Cost:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 4 FROM: DrwNo: 244.17.1007.32550
Truss Label: BVA CY / GWH 09/01/2017
5'558 108'8 15'11'10 21'5"
5'5"6 I 5'3'2 5'3'2 I 5'5"6
=4X4
D
T -
12
8 V g3C4 34
E
T11........"""P A"Iiii L70
J
=5X6
03 B '43X4
F
A i 011.5X4 111.5X4 • G
1 % 4 ��
12 r- H
il5X6(E5) @5X6(E5) -
4'11'14 5'3"2 5'3"2 4'11'14
1A51"II 5'5"6 10'8"8 I 15'11"10 I 20'11"8 5��1'6"-{
a '21'5"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.125 J 999 240 A 1044 /52 /424 /- /144 /55
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.239 J 999 180 G 1175 /73 /484 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.117 I - - Wind reactions based on MWFRS
EXP:B
Des Ld: 47.00 HORZ(TL):0.224 I - - A Min Brg Width Req= 1.5
Mean Height 22.94 ft G Min Brg 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Wi dth Req= 1.5
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.260 Bearings A&G Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.342 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.658
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)12(0) Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 A-B 195-2477 D-E 103 -1823
Lumber B-C 169-2417 E-F 164 -2390
C-D 104-1825 F-G 175 -2449
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' A-K 2018 -67 J-I 2005 -52
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500'
K-J 2035 -59 I-G 1986 -60
Loading
Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs)
bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp.
301.5.
C-J 158 -486 J-E 149 -457
Wind D-J 1490 -22
Member design based on both MWFRS and CAC.
Oke PROP,
O.5 t�GtNFF /OZ
19575
,
/- moi ;
1?01/2117
OREGON
'9A.,an.20,1g%_ Q.'
f0LD W.
Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by WI ant?SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pronelyattached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10
as applicable. Ap Ty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions.
LPI E
Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the E- ,
truss in conformance with ANSI, PI 1,or for hal-idling,shipping,installation and bracing of trussesA seal on this drawing orover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The SUItS ility
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sc.2. 8351 Rovana Circle
Sacramento,CA 95828
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;MCA:www.sbcindustry.com;ICC:www.iccsafe.orp
•
Job Number: 1708324HHH Ply: 1 SEAN:37323/ T10 GABL Cust:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1007.52977
Truss Label: BVS CY / GWH 09/01/2017
41{�1111111��'�0-4
4'10'1 186.12 144 169' 213' 22'11•
4'10'1 ! 88.11 2 56W I 4'e' I 1'8'1
I..-78.8 f 4' Iz-4 ®6x6 ~T�
H
- - a3XG t r3X6
II3X6) 1I�ycs
J
/3X1 '��i_ !
b 0 Cimpp.. ."4 lb..
4 11 ., N
- 1 App.' •Z d 45.6 *ie.e� p
i�5) 040112 - w4X6C/ I4X6(E5) -
I`-4'8'12 I 11'1r8 I 4812-"I
-39'--Ill 126.8 A 4'5'4-1,
4'8' SO'e 6'0'8 48'
1'8' I 4'8' I 1v6B ! 16'9' ! 21W
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.030 F 999 240 B 298 /26 /93 /- /177 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.057 F 999 180 B* 49 /9 /21 /- /- /45.0
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.017 F - - AA 877 /45 /367 /- /- /5.5
EXP:B
Des Ld: 47.00 Mean Height 22.94 ft HORZ(TL):0.033 F - - 0 878 /45 /320 /- /- /5.5
NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 N* 108 /12 /51 /- /- /50.5
Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 Wind reactions based on MWFRS
TPI Std:2007 Max BC CSI: 0.109 B Min Brg Width Req= 1.5
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2B Min Brg Width Req= -
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.414
AA
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Min Brg Width Req= 1.5
Q
GCpi:0.18 Plate Type(s): Q Min Brg Width Req= 1.5
Q Min Brg Width Req=
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 Bearings B,B,AA,Q,&0 Fcperp=625psi.
Lumber Additional Notes
Top chord 2x4 DF-L 1800f-1.8E See DWGS A12030ENC101014,GBLLETIN1014,& Members not listed have forces less than 375#
Bot chord 2x4 DF-L 1800f-1.8E GABRST101014 for gable wind bracing Maximum Top Chord Forces Per Ply(lbs)
Webs 2x4 DF-L Standard:M14,M15 2x4 DF-L requirements. Chords Tens.Comp. Chords Tens. Comp.
1800f-1.8E: Laterally brace bottom chord above filler with purlins F-G 669 -136 J-K 163 -625
Filler 2x4 DF-L 1800f-1.8E at 24"OC. G-H 331 -498 E-F 163 -624
:Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' Bracing I-J 591 -137 H-I 328 -497
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' Exterior wall shall be laterally braced for wind loads.
Plating Notes If the bottom chord of this truss does not connect Maximum Web Forces Per Ply(lbs)
directly to the ceiling diaphragm,wind bracing shall Webs Tens.Comp. Webs Tens. Comp.
All plates are 1.5X4 except as noted, be specified by the engineer of record.
(**)2 plate(s)require special positioning.Refer to See IBC 2308.9.1 and IRC R602.3. AA-E 62 -683 K-Q 57 683
scaled plate plot details for special positioning
requirements.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0"span opposite face.Top chord may be
notched 1.5"deep X 3.5" periodically along top ��Ep PRGFFS
edge.DO NOT OVERCUT.No knots or other lumber ( 13
defects allowed within 12"of notches.Do not notch ,' NG t N FF 'Q
in overhang or heel panel. U" 'Q y
19575
Bottom chord checked for 10.00 psf non-concurrent %r
bottom chord live load applied per IRC-12 section
301.5. /r 'moi
1:01/2117
Wind OREGON
Member design based on both MWFRS and C&C. 0m ...,/"9 an. 20,199 Q"
R0CD W"N-
Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8767 Ext
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall haveproperly
attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracingp_Installed per BCSI sections B3,B7 or B10, �Gt
as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to �i.
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building,Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the aarrw€t>r w)
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or osiver page
listing this drawing,indicates acceptance of pro-fesstonar engineering responsibility solely for the desi n shown. The suitability
and use of this aawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828
Job Number. 1708324HHH Ply: 1 SEQN:37325/ T22 COMN Cust:R435 JRef: 1W3U4350005
Greensward!lot 8 Qty: 1 FROM: DrwNo: 244.17.1008.01857
Truss Label: C CY / GWH 09/01/2017
6'6" I 13'
65" 6'6"
IN4X5
D
12
m 8 V
'° T 01. �� 413EX4 fo
in
1.4
l -
A/ = L 4 , Itl4X5 H '\G
NI3X7(E5) 12 III3X7(E5) J-
4I 11'11"8 16""{
65"1 6"-L.i I- 6'6"8 I 26"8 151---1.6-
116"'I
S"B 13'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.054 I 999 240 B 759 /46 /303 /- /107 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.176 I 886 180 F 759 /46 /303 /- I- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.029 C - - Wind reactions based on MWFRS
EXP:B 9 HORZ L:0.056 K - - B Min BrgWidth Req1.5
Des Ld: 47.00 Mean Height 21.54 ft � )
NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.349 Bearings B&F Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.318 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.232 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 B-C 143-1065 D-E 117 -921
Lumber C-D 119 -921 E-F 148 -1065
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 DF-L 1800f-1.8E:W1 2x4 DF-L Standard: Chords Tens.Comp. Chords Tens. Comp.
Filler 2x4 DF-L 1800f-1.8E B-L 690 -8 J-I 534 -35
:Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' L-K 512 43 I-H 512 43
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' K-J 534 35 H-F 690 9
Plating Notes Maximum Web Forces Per Ply(lbs)
All plates are 1.5X4 except as noted. Webs Tens.Comp.
Loading D-J 518 0
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Wind
Member design based on both MWFRS and C&C.
Additional Notes ,sokEO PROFS
Laterally brace bottom chord above filler with purlins 5 GIN
at 24"OC. C" s- eFiP 02
19575 7
" ;r
ice ''..
t; 11/2117
OREGON
9,r°1.1n.20,i9-.Y"'
Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing,.Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)for safely practices prior to performing these functions. Installers shall provide temporary ( )581-8787 Ext
bracing per BCSI..Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10,
as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. (Refer to ■ �
drawings 160A-Z for standard plate positions. L
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the artfYitadlatat
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page
listing this drawing,indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbdndustry.com;ICC:www.iccsafe.org Sacramento,CA 95828
Job Number: 1708324HHH Ply: 1 SEQN:37318 / T19 GAEL Cost:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1008.26037
Truss Label: CGE CY / GWH 09/01/2017
I
6.6" I 13'
6'6" 6'6"
LI 4' I
I- 2.6" _I- 2'--I ,.4X4
T
(TYP) _
12 I 8
t1
v 03X4 ��.\M $3X4
T 1
- 1 A : - 1� '
13X7(E5)T i\K
tI4X5 L -
113X7(E5)
19:41"4I 11'11"e I
A 13• A
i--1,6. 15 Q 6'0"8
8 i 6'0"8 0 5
5 6.6" 176"8 1
H 1'6"H
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*.PLF
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.006 S 999 240 B 314 /36 /79 /- /121 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.011 S 999 180 J* 106 /15 /38 /- /- /150
BCDL: 10.00 Risk Category:ll Snow Duration:1.15 HORZ(LL): 0.005 H - - Wind reactions based on MWFRS
EXP:B
Des Ld: 47.00 HORZ(TL):0.007 D - - B Min Brg Width Req= 1.5
Mean Height:21.54 ft B Min BrgWidth Req 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 = -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 Beatings B&B Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.103 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.057
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13
Lumber
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard:M8,M9 2x4 DF-L
1800-1.8E:
Filler 2x4 DF-L 1800f-1.8E
:Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500'
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500'
Plating Notes
All plates are 1.5X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0"span opposite face.Top chord may be
notched 1.5"deep X 3.5" periodically along top
edge.DO NOT OVERCUT.No knots or other lumber
defects allowed within 12"of notches.Do not notch
in overhang or heel panel. iso PRop .
Bottom chord checked for 10.00 psf non-concurrent A. S'ty
' bottom chord live load applied per IRC-12 section ,E0 0G tigq, O
301.5. C9
19575
Wind r
Member design based on both MWFRS and C&C. /+ '''.,'
Additional Notes t r 01!2117
OREGON
See DWGS A12030ENC101014,GBLLETIN1014,& Gdo �J
GABRST101014 for gable wind bracing 1, an.2o,19- Q'
requirements. OLD w.Yo-
Laterally
brace bottom chord above filler with purlins
at 24"OC. Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,byTPI ana SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8767 Ext
bracing per BCSI.Unless noted ooherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ,may
drawings 160A-Z for standard plate positions. , LPI E
Alpine,a division of ITW Buildin,Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the army e,�a
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page
listing this drawing,indicates acceptance of professtonaf engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle
• For more Information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828
Job Number: 1708324HHH Ply: 1 SEAN:37306 I T9 COMN Cust:R435 JRef: 1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1008.30150
Truss Label: D CY / GWH 09/01/2017
6'4" 1 12'8" H6'4" 6'4"
ff4X5(R1)
T 4. -i-
12
6V
v 03XC a EX4
B Q F
7T -lr aemmmmmummmsmmm. �,,
A H G
III4X6(E5) 1111.5X4 1114X6(E5) -
1--1'6"-A 6 4" 1- 2 8" 1 1'6"H
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.048 E 999 240 B 736 /42 /312 /- /105 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.089 E 999 180 F 736 /42 /312 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.033 C - - Wind reactions based on MWFRS
Des Ld: 47.00 EXP:B HORZ(TL):0.061 C - - B Min Brg Width Req= 1.5
Mean Height:21.49 ft Width Req 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg = 1.5
Fcperp B&F 625psi.
2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.363 BearingsP P=625 1.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.271
RepFactors Used:Yes Max Web CSI:0.188 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)!2(0) Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 B-C 343-1027 D-E 90 -675
Lumber C-D 89 -675 E-F 340 -1027
Top chord 2x4 DF-L 1800E-1.8E Maximum Bot Chord Forces Per
Bot chord 2x4 DF-L 1800f-1.8E Ply(lbs)
)
Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' B-H 494 0 H-F 494 0
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500'
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Wind
Member design based on both MWFRS and C&C.
A,ilEQ PROp..
G1NF �O
G� �
19575 � 7
O1
is
0's 01/2117
OREGON
9"OLD vv.r-
Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI andSBCA)fisafety practices prior to performing these functions. Installers shall provide temporary (503)561-87w Ext
bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceilingLocationslces o shown oftr ss andt lateralsitiorestrainto of bov shallanhave eJoiingq installed per sBCSI otherwise.
aB3,se B7 orof rB10, LPI �
as applicable. Apply laces to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. �tefer to
drawings 160A-Z for standard plate positions.
Alpine,a division of 17W Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the saMR
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,
listing this drawing,indicates acceptance of processional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle
Sacramento,CA 95828
• For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com:ICC:www.iccsafe.org
Job Number: 1708324HHH Ply: 1 SEQN:37308/ T14 COMN Gust:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 3 FROM: DrwNo: 244.17.1000.54050
Truss Label: DB CY / GWH 09/01/2017
F" 6'4" 178"
6'4" 6'4"
,,r4X56R1)
Ii�
12
I gV
o a
03 C EX4 ED
in
.
e � F
r �.
_I_ 7....E.11111111111111.1111.1.11.1..1=MIMLIMEIMINIIIIMIMM
A '' G 1114X6(E5)
1114X6(E5) III 1.5X4 —
I--1'6" A 64" _I 1 4" i
12'
6'4" 8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.062 E 999 240 B 743 /43 /312 /- /93 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.117 E 999 180 F 606 /23 /251 /- /- /-
BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.038 E - - Wind reactions based on MWFRS
EXP:B HORZ :-0.072 E - - B Min BrgWidth Req1.5
Des Ld: 47.00 (TL) =
Mean Height:21.49 ft Code/Misc Criteria CreepFactor:1.5 F Min Brg Width Req= -
Soffit: 2.00 TCDL:6.0 psf Bearing B Fcperp=625psi.
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.493
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.283 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.246 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 B-C 340-1028 D-E 94 -685
C-D 95 -691 E-F 454 -1206
Lumber
Top chord 2x4 DF-L 18001-1.8E Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' 8 G 508 12 G-F 508 12
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500'
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Wind
Member design based on both MWFRS and C&C.
��'Eo PRop..
42 G)NE �O
o 19575 ��
r ;t
0; 11/2117
IOREGON
'7 an.20,1990
rl Q'
-OLD W•t*
Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component S fety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (003)561-6787 Ext
bracing per BUST.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,137 or B10,
as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions. LPI e
Alpine,a division of ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the fiaetwaawn
truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or over page,
listing this drawing,indicates acceptance of promessional engineering responsibility solely for the design shown. The suitability 8351 Rovana
and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Sacramento,3RovanC Circle 95828
For more information see this iob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org
Job Number: 1708324HHH Ply: 1 SEQN:37310/ T16 GABL Gust:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1008.36663
Truss Label: DGE CY / GWH 09/01/2017
6'4" I 12'8"
6'4" 6'4"
I- 4' -I
I'-2'4" I 2'-F =4X4
r (TYP) -
12
1ilh3x
os
4 tin
kItit j
A ._-l' K
1114X6(E5) N 1114X6(E5) -
1 12'8" i
1 6
6'4" 6'4" - '"
I.-1'6" -I 6'4" 12.8" 16 --H
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.001 G 999 240 B 310 /52 /111 /- /119 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 G 999 180 J* 106 /15 /40 /- /- /146
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 G - - Wind reactions based on MWFRS
EXP:B HORZ TL:0.001 G - - B Min BrgWidth Req1.5
Des Ld: 47.00 ( ) =
Mean Height 21.49 ft
NCBCLL:10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:1.5 B Min Brg Width Req= -Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.185 Bearings B&B Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.022 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.051
Loc.from endwat:Any FT/RT/PT:6(0)/5(0)/2(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13
Lumber
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard
:Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500'
:Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500'
Plating Notes
All plates are 1.5X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0"span opposite face.Top chord may be
notched 1.5"deep X 3.5" periodically along top
edge.DO NOT OVERCUT.No knots or other lumber
defects allowed within 12"of notches.Do not notch
in overhang or heel panel.
Bottom chord checked for 10.00 psf non-concurrent p PRO
p .
chord live load applied per IRC-12 section �,�� SFS
301.5. ��� G(N F s/0
Wind 0 19575 �: y
Member design based on both MWFRS and C&C. r it
Additional Notes /� /-
See DWGS A12030ENC101014,GBLLETIN1014,& I} 11/2117
GABRST101014 for gable wind bracing 0OREGON
requirements. "94)O`.20,Dg.`Q"
Renews 6/30/2019 V
"*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787
Ext
bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerly
attached rigid ceiling Locations shown forrmanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. RRefer to ■�
drawings 160A-Z for standard plate positions. �f.ANE
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ;Pr»v€srlersa
truss in conformance with ANSI/PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page
listing this drawing indicates acceptance of proTessionai engineering responsibility solely for the design sholain. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle
For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orA Sacramento,CA 95828
Job Number: 1708324HHH Ply: 1 SEAN:37314 1 T17 MONO Cast:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1001.02130
Truss Label: M5G CY / GWH 09/01/2017
F 3'6" I
3'6" 610"
3'4' l2
1111.5X4
_
12
8 V r33X6
N
3X4(91
A
T i I e
1 is _
G FE
1113X8 1114X5
3'6" 3'4'
1 3.8. I- 8.10" IA
q
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh I RL /W
TCDL: 7.00 Speed: 120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.014 G 999 240 A 1323 /81 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.025 G 999 180 E 1102 /73 /- /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.008 D - - Wind reactions based on MWFRS
Des Ld: 47.00 EXP:B HORZ(TL):-0.014 D - - A Min Brg Width Req= 1.5
Mean Height 22.21 ft F Min Br Width R
NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 9 eq= -Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.149 Bearing A Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.358
RepFactors Used:Yes Max Web CSI:0.502 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 A-B 87-1245
Lumber
Top chord 2x4 DF-L 1800E-1.$E Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 DF-L 1800f-1.BE Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 DF-L Standard A-G 972 -59 G-F 944 -59
Special Loads
Maximum Web Forces Per Ply(lbs)
-----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp.
TC-From 77 plf at 0.00 to 77 plf at 7.00
BC-From 10 plf at 0.00 to 10 plf at 7.00 G-B 1137 -15 B-F 75 -1209
BC- 606 lb Conc.Load at 1.06,3.06,5.06
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
14
.o G(NE �O
O 19575 F� y
rag,
I i 1 1/21 17
OREGON
9R°L o w.NA`"P
Renews 6/30/2019
*"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
"*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)tersafe y practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted otherwise,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 bracing installed per BCSI sections B3,B7 or B10, �Gt
as applicable. Apply plates to each face Whims and position as shown above and on the Joint-Details, unless noted otherwise. tefer to �Ir.
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MOM€ 7
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bradng of trussesA seal on this drawing or cover p$pe
listing this drawing,indicates acceptance of prowessionar engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle
Sacramento,CA 95828
• For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;S9CA:www.sbcindustry.com;ICC:www.iccsafe.org
Job Number: 1708324HHH Ply: 1 SEQN:37304/ T13 MONO Cost:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 4 FROM: DrwNo: 244.17.1000.46050
Truss Label: M5 CY / GWH 09/01/2017
6'10
I6'10"
I111.5X4E
D - -
Li
12 N
6 V
to
B
03XC
Tl'
A GF
1111.5X4
114X6(E5) -
6'10"
1'-1'6" 16'10" I
'r
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL):NA B 467 /- /213 /- /124 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA F 334 /50 /167 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.075 C - - Wind reactions based on MWFRS
Des Ld: 47.00 EXP:B HORZ(TL):0.139 C - - B Min Brg Width Req= 1.5
Mean Height 21.71 ft
SCode/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf
2.00Bldg Code: IRC 2012 Max TC CSI: 0.615 Bearing B Fcperp=625psi.
BCDL:6.0 psf 344 2007 Max BC CSI: 0.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.376 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 B-C 1237-1457
Lumber
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard
:Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500'
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
,0.e PROp S,
O�5 1 G%N FF /OZ
19575 y
it
CO 11/2117
OREGONGI J
9-OL.o g ti-
Renews 613012010
'•WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
'IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114
9 p g. (503)581-8787 Ext
Component Safety Information,by TPI and SBCA)for safely practices pnor to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly
attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10,
as applicat9e. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ■ '
drawings 160A-Z for standard plate positions. L
Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the 41tnda. w.tH7
truss in cgnformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or capver pa e
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TP1:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828
Job Number: 1708324HHH Ply: 1 SEQN:37358/ T21 MONO Cost R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 14 FROM: DrwNo: 244.17.1008.40423
Truss Label: M1 CY / GWH 09/01/2017
54"8 107" 19"
5.4"8 I 5,2"8
III 1.5X4
DE
T
3 12
3X4
C
N
9)
0 "", it
P3
B
33334 A I _a _L
I L H GF _L
3X4(A1) III 1.5X4 1114X5
1 5'4"8 5'2"8
I`."-1'6" { HA
5'4"8 107"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in P5F) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loci/deft LJ# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.041 H 999 240 I 642 /9 /234 /- /51 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.075 H 999 180 F 491 /3 /183 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 G - - Wind reactions based on MWFRS
EXP:B HORZ TL:0.016 G - - I Min Br Width Re 1.5
Des Ld: 47.00 Mean Height:15.00 ft ( ) g q
NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.261 Bearing I Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.283 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.510 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 B-C 231 -1137
Lumber
Top chord 2x4 DF-L 1800E-1.8E Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 DF-L 1800f-1.8E Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 DF-L Standard B-H 1072 -309 H-G 1061 -312
Loading
Bottom chord checked for 10.00 psf non-concurrentMaximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
bottom chord live load applied per IRC-12 section
301.5. C-G 317-1084
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
���EO PROFESS
�� G(NF �O
p 19575 E�
%1
is
b:01/21 17
OREGON
9OCD. W NSP
-r
Renews 6/30/2019
*"WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handlingg,�shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI andSBCA)for safety practices poor to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propeily
attached rigid ceiling. Locations shown foi rmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions. LPI E
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the urriw€s)~
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page
listing this drawing,indicates acceptance of professional"engineering responsibility solely for$ the design designCircle
RovanSacramento,CA 95828
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org
Job Number: 1708324HHH Ply: 1 SEAN:37365/ T23 GABL Cust R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1008.46247
Truss Label: M1GE CY / GWH 09/01/2017
107" 10'9"
10'7" 12t
f- 4' 1
1--2'-'I
(TYP) G H
12
3 2 r .
Ij i
I
c•1 It
I ih
13
aya A O,//-/////////IJ
3X4(A1)
r10'9" i
IF 1,6„ I '9"
107"
107"
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or"=PLF
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U I Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.004 N 999 240 0 342 /75 /123 /- /105 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.008 N 999 180 r 83 /15 /31 I- /- /123
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 N - - Wind reactions based on MWFRS
Des Ld: 47.00 EXP:B HORZ(TL):0.002 N - - 0 Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf B Min Brg Width R Code/Misc Criteria Creep Factor:1.5eq= -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.170 Bearings 0&B Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.061 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.027
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13
Lumber
Top chord 2x4 DF-L 1800E-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard
Plating Notes
All plates are 1.5X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0"span opposite face.Top chord may be
notched 1.5"deep X 3.5" periodically along top
edge.DO NOT OVERCUT.No knots or other lumber
defects allowed within 12"of notches.Do not notch
in overhang or heel panel.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Wind �V�ED PROFESS
Member design based on both MWFRS and C&C. .0 G(N F e
Right end vertical not exposed to wind pressure. O 19575 �41 2
9
Additional Notes ..r":iv
See DWGS A12015ENC101014,GBLLETIN1014,& a. "
GABRST101014 for gable wind bracing 1:/01/2117
requirements.
OREGON v
'9,•0LD W9N�P
Renews 6,30/2019
""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per SCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10
as applicable. Applplatesato each face oftruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to s� LPI 1
.G.iP
drawings 160A-Z for sandard plate positions.
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w w anur
truss in conformance with ANSI/TPI 1, r for handling,shipping,installation and bracing of trussesA seal on this drawing orover page
listing this drawing,indicates acceptance of professtonaf engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle
Sacramento,CA 95828
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org
Job Number: 1708324HHH Ply: 1 SEQN:37363/ T24 GABL Cost:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1009.07760
Truss Label: MIS CY / GWH 09/01/2017
1 11"I 54"8 I 109"
1'1" 4'3"8 5'418
I- 6' I 2'---"I
(TYP)
63X4
GH
63X4 63X4 •
3 p .3X41113X4 • � rt,
SC1 • T i
• r
i
in03X403X4 1113X4 • • m a
tifti A _..m. '-..- 1 I
P' 3X7(C5) L =3X5 I
�3X4(C5)
I"---1,6" 1 54"8 I 52"8 'I♦
5'4"8 107" ,H2
10'9"
(NNL)
I" 3'9"9 'I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.094 C 999 240 p 683 /26 /261 /- /32 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.157 C 801 180 I 510 /- /209 /- /- /-
Risk Category:11
BCDL: 10.00 Snow Duration:1.15 HORZ(LL):-0.018 H - - Wind reactions based on MWFRS
EXP:B
Des Ld: 47.00 Mean Hei ht:15.00 ft HORZ(TL):-0.030 H - - P Min Brg Width Req= 1.5
9
NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.368 Bearing P Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.619
nothave forcless than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.952 Maximeum rs Tolp isted Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 B-C 77-1461 C-D 0 -1427
Lumber Additional Notes
Top chord 2x4 DF-L 1800f-1.8E See DWGS A12015ENC101014,GBLLETIN1014,& Maximum Bot Chord ForcesPer Ply(lbs)
C
Bot chord 2x4 DF-L 1800f-1.8E GABRST101014 for gable wind bracing Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 DF-L Standard requirements. B-L 1374 0 L-J 1355 0
:Stack Chord SC1 2x4 DF-L 1800f-1.8E: Stacked top chord must NOT be notched or cut in
Plating Notes area(NNL).Attach stacked top chord(SC)to Maximum Web Forces Per Ply(lbs)
dropped top chord in notchable area using 3x4 Webs Tens.Comp.
All plates are 1.5X4 except as noted. tie-plates 24"o.c.Center plate on stacked/dropped
chord interface,plate length perpendicular to chord D-J 0-1387
Loading length.Splice top chord in notchable area using 3x6.
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0"span opposite face.Top chord must not be
cut or notched,except as noted.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins op PROF,S
to brace TC @ 24"OC,BC @ 24"OC. • , S
Wind C, �GINE .4 02
Member design based on both MWFRS and C&C. 19575 9
Right end vertical not exposed to wind pressure.
/r
is
c/01/2117
OREGON
9"OLoW.3
D '
Renews 8/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shi ping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
ComponentSafety Information,by TPI an SBCA)For safetypractices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted otherwise top chord shall hve properly attached structural sheathing and bottom chord shall have a properlyp �Gt
attached rigid ceiling. Laces to shown for rss andt lateral restrainto of bov shallahave eracincqper Bs SIsections eniseB3,87 or r o, st ir.
as appllcet5le. Applplates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Defer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ahltete�aeen
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page
listing this drawing,indicates acceptance of professional engineering responsibility solely for the esi n shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rosana Circle
Sacramento,CA 95828
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org
Job Number: 1708324HHH Ply: 1 SEAN:37367/ T25 MONO Cust:R435 JRef:1W3U4350005 '
Greensward/lot 8 Qty: 5 FROM: DrwNo: 244.17.1009.11283
Truss Label: M2 CY / GWH 09/01/2017
I
4'9.8 I 9'51 p7-
4.9.6 47'8
Il1.5X4E
D
T
I
3X4
12 D
e� II w
w
a
li i —♦
—
A '=' H G F
3X4(81) N�1.5X4 m4X4
I-
1 6 4'9'8 4718
• • 4'918 I 95' 'i9q�'
99"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.009 H 999 240 B 605 /- /272 /- /122 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.017 H 999 180 F 445 /27 /221 /- /- /-
BCDL: 10.00 HORZ(LL):Risk CategorySnow Duration:1.15 HORZLL:11 : 0.003 C - - Wind reactions based on MWFRS
EXP:B HORZ(TL):0.005 C - - B Min Brg Width Req= 1.5
Des Ld: 47.00 Mean Height:15.00 ft G Min BrgWidth
I NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 Req
Soffit: 2.00BCDL:6.0 psf
Bldg Code: IRC 2012 Max TC CSI: 0.214 Bearing B Fcperp=625psi.
Load Duration:1.15 TPI Std:2007 Max BC CSI: 0.187
MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.243 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 B-C 0 -541
Lumber
Maximum Web Forces Per Ply(lbs)
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E Webs Tens.Comp.
Webs 2x4 DF-L Standard C-G 122 -458
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
..,CO PROFss.„
C95 �GINFF �p2
19575 'y
r %1
allk "i
0'01/2117
OREGON
W.9 . `"-OLDvvN
Renews 6/30/2019
"WARNING'"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporarily (503)581-8787 Ext
bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid.ceiling Locationsces o shown f of true anent lateral restrainto ofn bov shall have bracing i per Bs t otherwise.ise B7 or r o,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. E7efer to
drawings 160A-Z for standard plate positions. LPI E
Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the Mrth403/44+1/
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page
listing this drawing,indicates acceptance of roressional engineering responsibility solely for the design shown. The suitability 8351 Rosana
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,C Circle 95828
For more information see this job's general notes page and these web sites;ALPINE:www.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org
Job Number: 1708324HHH Ply: 1 SEAN:37371 / T27 MONO Cast:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 4 FROM: DrwNo: 244.17.1009.16380
Truss Label: M3 CY / GWH 09/01/2017
I- 4'9" 4,11„
4,9„ 121
III 1.5X4
C
12 -3-
4 p
I
v
3X4 _
B F-
EN
So A V�
o ■ \■
c►.4 F E
1114X5
1113X5
I---1'6" 1 4 9 -I A
4'9"
2"
Q„1"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.003 C 999 240 G 369 /2 /153 /- /35 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.008 C 999 180 E 215 /7 /95 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 C - - Wind reactions based on MWFRS
EXP:B =
HORZ TL:0.004 C - - G Min BrgWidth R1.5
Des Ld: 47.00 ( )
Mean Height 15.00 ft
NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= -Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.238 Bearing G Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.168
RepFactors Used:Yes Max Web CSI:0.108 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13
Lumber
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
���Eo PROFESS
c5 G(NF iO
O 19575 ��
�1
I 01/2117
OREGON
GI 99'Q0Q
fOLDWNA
Renews 6/30/2019
**WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)fosafety practices prior to erformin these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Gil
attached rigid ceiling Locationsceso shown for rss andt lateral restrainto of n bov shallanhave bracing-intails, per Bs noIted
d ns B3,B7 orof B1r to, i.r.
as applicable. Appfy plates to each face ot�truss and position as shown above and on the Joint-Details, unless noted otherwise. f7efer to
drawings 160A-Z for standard plate positions. LPI
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the anKwtaaa
truss in conformance with ANSI/f PI 1,or for handling,shipping,installation and bracing of trussesA seal on thi*drawing or over page
listing this drawing,indicates acceptance of roresstonal engineering responsibility solely for the design shown. eThe suitability 8351 Rosana Circle
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828
,.,;,a.,,0.
Job Number: 1708324HHH Ply: 1 SEQN:37378/ T28 GAEL Cust:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 2 FROM: DrwNo: 244.17.1009.20377
Truss Label: M3GE CY / GWH 09/01/2017
l' 4,9" T11"
4'9"
-2'-'I
(TYP)
EF
12
4 p a
g AB� � ■. w
. . G1
K ' H
1113X5
A 4'11" 1
4'9" II
1'6" ( 4'9" '11"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 11A/
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.001 C 999 240 K 273 /84 /107 /- /119 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.002 C 999 180 G* 78 /41 /36 /- /- /53.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.044 F - - Wind reactions based on MWFRS
EXP:B HORZ(TL):-0.055 F - - K Min Brg Width Req= 1.5
Des Ld: 47.00 Mean Height 15.00 ft
NCBCLL:10.00Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req=
TCDL:4.2 psf
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.173 Bearings K&K Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.044 Members not listed have forces less than 375#
Spacing:24.0" CAC Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.237
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13
Lumber
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard
Bracing
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0"span opposite face.Top chord may be
notched 1.5"deep X 3.5" periodically along top
edge.DO NOT OVERCUT.No knots or other lumber
defects allowed within 12"of notches.Do not notch
in overhang or heel panel. Q PROF
Bottom chord checked for 10.00 psf non-concurrent �,FL� ss.,,,
bttom chord live load applied per IRC-12 section A. �
301.5. 0�5 4GiNEF p41 2
Wind , 19575 7
;
r
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure. Kai ..4070,
1:/01/2117
Additional Notes OREGON
See DWGS A12015ENC101014,GBLLETIN1014,& *9 an.20,i9- .6._N"
!Q"
GABRST101014 for gable wind bracing �Q `i
requirements. OLD W W.N
Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)for g.safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling.g Locations shown forpermanent lateral restraint of webs shall have bracing jnStalled per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to
ANE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the satt«u€cxaun
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page
listing this drawing indicates acceptance of proresstonar engineering responsibility solely for the design shovlin. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle
For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbdndusW.com;ICC:www.iccsafe.org Sacramento,CA 95828
Job Number: 1708324HHH Ply: 1 SEQN:37369/ T35 MONO Cust R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 6 FROM: DrwNo: 244.17.1009.23223
Truss Label: M4 CY / GWH 09/01/2017
1'9" 11"
I' 1,9" 12'1
12 1111.5X4
4 p CD
i 3X4 ' T
T 00
11114111 vr
En A
I I■��I I
e► =4X4 F E
1113X5
1'9"
I---1'6" 1 1'9„ ♦
4'1"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.000 D 999 240 G 256 /17 /102 I- /19 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 D 999 180 E 44 /3 /27 /- /- I-
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 C - - Wind reactions based on MWFRS
Des Ld: 47.00 EXP:B HORZ(TL):0.000 D - - G Min Brg Width Req= 1.5
Mean Height:15.00 ft Code/Mise Criteria Creep Factor:1.5 F Min Brg Width Req
NCBCLL:10.00 TCDL:4.2 psf BeatingMiG perp=Reg
= -
Soffit: 2.00 BCDL:6.0 psf Bldg Code:IRC 2012 Max TC CSI: 0.135
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.022 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.080
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13
Lumber
Top chord 2x4 DF-L 1800E-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Wind
Member design based on both MWFRS and C&C.
A.
G(NE ID
0 19575 �� y
' %r
1;01/2117
OREGON
"9 O .20,00'
-1L
tA"
Renews 6/3012019
*"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114
qIp•� 9. (503)581-8797 Ext
Component Safety Information,by TPI ant?SBCA)» safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracingcLjristalled per BCSI sections B3,B7 or B10,
as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. E7efer to ■ A' �i
C
drawings 160A-Z for standard plate positions. Lr
Alpine,a division of ITW Buildingc�Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the , thy, aaaa
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge,
listing this drawing,indicates acceptance of proTessionaf engineering responsibility solely or the design design
Sacramento,1RovanaC Circle 95828
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org
Job Number: 1708324HHH 'Ply: 1 SEQN:37280 / T11 COMN Oust:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 17 FROM: DrwNo: 244.17.1009.31637
Truss Label: PB CY / GWH 09/01/2017
17"10I 5'7"10 I 9'7"10 _ 11'3"4
1790 4' 4' 1790
=4X4
C
11116
12
Jo
gV
m 1111.5X4
1n 1111.8X4 D 3X4(D1)
3X4(D1)
A..�11 �`—E
-er
1111:X4 1111.5X4 1111.5X4
I 11'3"4 I
1'7"10 4' 4' 1'790
1'7"10_I 5'7"10 I 9'7"10 I 11'3"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or'=PLF
TOLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh I RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.001 C 999 240 A. 81 /18 /37 /- /6 /135
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):-0.001 F 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 H - - A Min Brg Width Req= -
EXP:B HORZ(TL):-0.001 H - - Bearing A is a rigid surface.
Des Ld: 47.00 Mean Height:32.60 ft
NCBCLL:0.00 TCDL:4.2sf Code/Misc Criteria Creep Factor:1.5
p
Soffit 2.00 BCDL:2.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.167 Members not listed have forces less than 375#
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.038
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.045
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13
Lumber
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Refer to DWG PB160101014 for piggyback details.
Brace top chord of support truss with 2X4 purlins
spaced 24"o/c max.Align upper and lower trusses
and support upper truss on the purlins.
c_o PROFS
0 %.4GINFF /OZ
19575 7
" ;1
I l/Oi/ I17
OREGON
1an.20,199 Q"
-OLD vv.r
Renews 6!30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114
Componentet Safety Information,b TPI end SBCA for safety practicesp' performing temporary (5031561-8787 Ext
v d ) W sa a nor tothese functions. Installers shall provide
bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face oftrussand position as shown above and on the Join,Details, unless noted otherwise. flefer to
drawings 160A-Z for standard plate positions. LPI E
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Mit*tt u aur
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page
listing this drawing,indicates acceptance of professlonar engineering responsibility solely for the design shown. The suit4bility
the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle
For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828
Job Number: 1708324HHH Ply: 1 SEQN:37284/ T15 GABL Cust:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1011.50217
Truss Label: PBGE CY / GWH 09/01/2017
5790 11'3"4
H
5'7"10 _�_ 5'7"10
1790—+---2'---i =4XX4
_ (TYP)
12
8V
v)
j3X4(D N
to
", 16=3X4(D1)mammumi ki` G
F 11'3"4 H
11'3"4
IH
11'3"4
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.001 D 999 240 A* 102 /23 /38 /- /6 /135
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 D 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - A Min Brg Width Req= -
EXP:B HORZ(TL):-0.001 C - - Bearing A is a rigid surface.
Des Ld: 47.00 Mean Height:32.60 ft
NCBCLL:0.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00Bldg Code: IRC 2012 Max TC CSI: 0.059 Members not listed have forces less than 375#
BCDL:2.0 psf
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.017
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.026
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13
Lumber
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard
Plating Notes
All plates are 1.5X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outtookers
and cladding load not to exceed 3.00 PSF one face
and 24.0"span opposite face.Top chord may be
notched 1.5"deep X 3.5" periodically along top
edge.DO NOT OVERCUT.No knots or other lumber
defects allowed within 12"of notches.Do not notch
in overhang or heel panel.
Wind
Member design based on both MWFRS and C&C.
„aPROp4
Additional Notes .(� S'Si
See DWG GBLLETIN1014 for gable wind bracing �Sz) ‘4G(N t" . HO44 Z
requirements. 19575 9
Refer to DWG PB160101014 for piggyback details. r %'
Brace top chord of support truss with 2X4 purlins a' ".'...
spaced 24"o/c max.Align upper and lower trusses I 01/ 117
and support upper truss on the purlins.
OREGONGI J
-9"-°LD W.t"'
Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Sa�ffety Information,byTPI and SBCA)fisafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI..Unless noted Otherwise,top chord shall have properly attached structural sheathing and bolt2m chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,B7 or 610, ,� LPI �
as applicable. Apply plates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. 17efer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Beifw€W1ewry
truss in conformance with ANSI/TPI 1,or for hanpdlingq,,shipping,installation and bracing of trussesA seal on this drawing or cover page
listing this drawing,indicates acceptance of roTessrona. engineering responsibility solely Tor the design shown. The suitability 8351 Rovana Circle
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828
Job Number: 1708324HHH Ply: 1 SEQN:37290/ T5 COMN Cost:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1013.02687
Truss Label: PBH5 CY / GWH 09/01/2017
-
2 g^9, I 11'3"4 I
1790 11-0°15'7"10 8'891 9'7"191790
17'10 II I 3'19 I 3'19 10"1
1111.5X4 3X4
12 03X4
8 17" C 1111.5X4 1111.5X4
T D ` 3X4(D1)
B
'F-I' = ' l
3X4(D1)
m
/ / Z / / / Z / / / / / / /
L K J I H
1111.5X4 1111.5X4 1111.5X4
1111.5X4 III1.5X4
I- 11'3"4 I
1790 3'290 3'2909"61
1'7"10 9 6 I 5'7"10 I 8'10"4 197"1b 17"10
5"I I 11'3"4-1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.000 D 999 240 A* 81 /2 /38 /- /2 /135
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 D 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 H - - A Min Brg Width Req= -
EXP:B HORZ(TL):-0.000 L Bearing A is a rigid surface.
Des Ld: 47.00 Mean Height:31.57 ft
NCBCLL:0.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00Bldg Code: IRC 2012 Max TC CSI: 0.125 Members not listed have forces less than 375#
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2
BCDL:2.0 psf TPI Std:2007 Max BC CSI: 0.033
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.037
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13
Lumber
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24"OC.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Refer to DWG P0160101014 for piggyback details.
Brace top chord of support truss with 2X4 purlins
spaced 24"o/c max.Align upper and lower trusses
and support upper truss on the purlins.
���eO PROFESS
� �G%NFF /o
ii 1-
19575 7
" %t
1)01/2117
OREGON v
,1" Renews 6//300//2019 V
**WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses re uire extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for truss nt lateral restraint of webs shall have bracingDms Iled per BCSI sections B3,67 or B10, ,� Lpi �
as applicable. Applplates to each face of truss and position as shown above and on the JoinfgDetails, unless noted otherwise. fele/to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AArrtv69mwurrt
truss in conformance with ANSUfPI 1,or for handling,shipping,installation and bracing of trussesA$eal on this drawing or cover pagge,.
listing this drawing,indicates acceptance of rofai essronengineering responsibility solely for the desi n shown. The suit me
listing 8351 Rovana Circle
and use of this awing for any structure is thepresponsibility of the Building Designer per ANSIfTPI 1 Sgec.2.
For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1.00
160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp C, Wind DL= 5.0 psf (min), Kzt=LO.
Or 140 mph wind, 30,00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg. located anywhere in roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0,
Note' Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing is 24' o.c, detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
se Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications.
Detail A 1 Purlin Spacing = 24" o,c, or less
Piggyback cap truss slant nailed to all top chord
1,
12 purlin bracing with (2) 16d box nails (0.135'x3.5')
Up to 12 V and secure top chord with 2x4 113 grade scab
(1 side only at each end> attached with
2 rows of 10d box nails (0.128'x3') at 4' o.c.
4' 4' Attach p rlln bracing to the flat top chord
.,.. •••,• using <2) 16d box nails (0,135'x3,5').
,.' 1•`•'•',
�, The top chord *3 grade 2x4 scab may be replaced
p;•.. \ / 24'• lin ocSp,max acing :/// .
".•. with either of the following' (1) 3X8 Trulox
plate attached with (8) 0.120'x1.375' nails, <4)
into cap TC 6 (4) into base truss TC or <1) 28PB
wave piggyback plate plated to the piggyback
truss Tc and attached to the base truss TC with
(4) 0.120'x1.375' nails. Note' Nailing thru holes of
—Top Chord Scab (Typical Each End) Flat top chord purlins required at both wave plate Is acceptable.
ends and at 24' max o.c. spacing in between.
i In addition, provide connection
24" one of the following methods'
Detail B Purlin Spacing > o.c. with
Piggyback cap truss slant nailed to all top chord purlin Trulox
bracing with (2) 16d box nails (0.135'x3.5') and secure top Use 3X8 Trulox plates for 2x4 chord member, and
chord with 2x4 *3 grade scab (1 side only at each end) 3X10 Trulox plates for 2x6 and larger chord
attached with 2 rows of IOW box nails (0.128'x3') at 4' o.c. members. Attach to each face ! 8' o.c, with <4)
0.120'x1.375' nails Into cap bottom chord and (4)
Attach purlin bracing to the flat top chord In base truss top chord. Trutox plates may be
' 12 using a minimum of (2) 16d box nails (0.135'x3.5'). staggered 4' o.c. front to back faces.
Up to 12 V APA Rated Gusset
8'x8'x7/16' (min) APA rated sheathing gussets
(each face). Attach II 8' o.c. with (8) 6d common
(0.113'x2') nails per gusset, (4) in cap bottom
chord and (4> In base truss top chord. Gussets
4, 4' may be staggered 4' o.c. front to back faces.
3`•',, 2x4 Vertical Scabs
,:�•
� o ,, •-, 2x4 SPF #2, full chord depth scabs (each face).
10000
,•' ''',•, AAettach 8 8' o.c. with (6) lOd box nails (0.128'x3')
.•='� .•,`.� baser struss top chord.tScabs tom chord and (3) in
ray be staggered
4' ac. front to back faces.
\ / PurUn Spacing > 28PH Wave Piggyback Plate
24' ac. max One 28PH wave piggyback plate to each face
! gg' o Att t ceeto to book at tci of
Full Flat top chord purlins required at f0.120lon. 7i€tach to r ac rues vel h
—Top Chord Scab (Typical Each End) Chord (4) 0120'x1.375' nails per ace per ply.
Depth both ends, purlln spacing > 24' o. t. PROp Piggyback plates may be staggered 4' o.c. front
Note' If purlins or sheathing are not specified on the flat top of the base AFL FS to lboaack faces
truss, purlins must be Installed at 24' o.c. max, and use Detail A. .��\ S
wVAWOtd•'NEAP AND FILLIP/ALL WOES oh noS DMVDfd e�//� REF PIGGYBACK
••OPOtTANT—FTI THIS WAVING TO ALL fdITRACTOtS DICLUSO&TIE 5ETALLERR Pr 19575 ��Tr saes r,e.l a ex cars In fabricating,^0A 'shipper,MtsUY,p°'b Refer to analDATE 10/01/14
follow the latest edition oP SCSI Glued%Co'pent Safety Information, a by TPI d MICA)far safety /'
M —
ppyycc;; prior to per-arp these functions. Installers share provide y�bracing per ICU
t=snat d otherwise,top dei shall hove properly attached"trueaeal shwasheyand nonan cord �- I*.0 DRWG PB160101014
a Wall have a pop.rty attached wbb�y Locataro sham for perrarent sterol restroht of webs
anal haw retau d pe mtlae ft 37 or 110.a: pass to eed'foo Cl.-11/20
s� of truss ane as shown above aha°n the Joit Detots,'iksshrotM oflerwW
Al P NE Nef.r to dra�160A-z Pa;IF" paw pearaweOREGON
Noble,a Weston of TTV Dulling ConpaInc.ents Group Inshall not be responsible for any deviation from GI
AN 1IWCOWPANY this drastic,any failure to WU the truss In conformance din ANSI/TPI I,or for harvArp shipping, 10 en-20,199 `Q'
netoaatlon t bracing of tomes 'f V
wnAAYsseearll aanntidds dradt'yg or cover Whig this drawback Indicates acceptance of professional OC 0 W
for any"leucite&Is the osolely for the�Ife t "Mau The Nr pin ANSI/Tand PI
of illSect Waste
the fudii'g Designer po•MISi/IPI 1 S&et
MO
Ea h ,Lakefront83045 For nor*Information see this Job's general nates p pr° *we web aurae R.—am,. SPACING 24.0'
ALPINE,revalipinettalcoeu TPD www.tpeatergl SPCA anni.derkayerrop Ma mUecsofearo
Job Number: 1708324HHH Ply: 1 SEQN:37297 / T7 COMN Cust:R435 JRef:1W3U4350005
Greensward/lot 8 Qty: 1 FROM: DrwNo: 244.17.1014.08207
Truss Label: PBH6 CY / GWH 09/01/2017
L 68"111
17"10 4'6"9 57"10: 11"1 9710 11'31
1710 1 2'10"15 1 1'1"1 1 2'10"15 1 1790
C4 IIIL5DX4 k3X4
12
8 �I Q
V
0 1111.5X4
c 1111.5X4 —3X4(D1)
En B F
1 =3X4(01)
A
//////////////i
L K J I H
III 1.5X4 III 1.5X4 III 1.5X4 1111.5X4 III 1.5X4
F. 11'3"4 I
I- 17"10.1 2'9"6 _1 1'2"101 1'2"101 2'9"61 1'7"10 1
1'7"10 4'5" 57"10 6'10"4 97"10 11'3"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF
TCLL: 30.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pf:19.3 Ce:1.0 VERT(LL): 0.000 C 999 240 A" 81 /17 /36 /- /4 /135
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 C 999 180 Wind reactions based on MWFRS
Risk Category:II Snow Duration:1.15 HORZ LL:-0.000 L - - A Min Br Width R
BCDL: 10.00 ( ) 9 el= -
EXP:B HORZ(TL):-0.001 L - - Bearing A is a rigid surface.
Des Ld: 47.00 Mean Height 32.23 ft
NCBCLL:0.00 TCDL:4.2sf Code/Misc Criteria Creep Factor:1.5
BCDL:2.0 psf
Soffit: 2.00 p Bldg Code: IRC 2012 Max TC CSI: 0.070 Members not listed have forces less than 375#
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.017
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.026
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13
Lumber
Top chord 2x4 DF-L 1800f-1.8E
Bot chord 2x4 DF-L 1800f-1.8E
Webs 2x4 DF-L Standard
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24"OC.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Refer to DWG PB160101014 for piggyback details.
Brace top chord of support truss with 2X4 purlins
spaced 24"o/c max.Align upper and lower trusses
and support upper truss on the purlins.
.< ,' o PROFS
Op �G(rsi /OZ
19575 '9
r %r
all <0
0'r 11/2117
OREGON
CI 1.4„ 'Ian. W.
"
Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for rmanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. kefer to ■ ' �i
C
drawings 160A-Z for standard plate positions. L
Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the Mt INVEOMPAIirt
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of tnissesA peal on this drawing or cover page
listing this drawing,indicates acceptance of proTessronar engineering responsibility solely for the design shown. The suet bility 8351 Rovana Circle
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.ictsafe.org Sacramento,CA 95828