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i- Customer: JT ROTH CONSTRUCTION
13 'V o Desc. : 22155 Lot 5
ellg
0 I- CO ADDRESS: VERIFY
71 M 0
0 z Designed by: BILLY BREESE
* z N 0 1:.."%nr
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••
Alpine, an ITW Company
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116
Page 1 of 1 Document ID:1VSB7175Z0713103557
Truss Fabricator: Truss Conponents of Oregon
Job Identification: 0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR
Model Code: IRC
Truss Criteria: IRC2012/TPI-2007(STD) p PROF
Engineering Software: Alpine proprietary truss analysis software. Version 16.01. `y'��' G`N F�SS''O
Truss Design Loads: Roof - 42 PSF 6 1.15 Duration O
Floor - N/A �! 83294PE y
Rind - 120 MPH (ASCE 7-10-Closed)
Notes: OREGON
1. Deternination as to the suitability of these truss conponents for the
1)
1. ZCY14,23 eb
structure is the responsibility of the building designer/engineer of $ell Tel'
record, as defined in ANSI/TPI 1. RENEWS:6/30/2016
2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175
Russell Tangren
Details: 12030EC1-CBLLETIN-GABRST10-BRCLBSUB-12015EC1- 07/13/2016
Submitted by RTT 10:35:19 07-13-2016 Reviewer: BFR
SS
# Ref Description Drawi :# Date
1 67216--C 16195096 07/13/16
2 67217--C1 16195103 07/13/16
3 67218--C2 16195106 07/13/16
4 67219--C3 16195108 07/13/16
5 67220--05 16195110 07/13/16
6 67221--E 16195111 07/13/16
7 67222--E1 16195112 07/13/16
8 67223--E2 16195113 07/13/16
9 67224--D 16195114 07/13/16
10 67225-41 16195115 07/13/16
11 67226--K 16195116 07/13/16
12 67227--K1 16195117 07/13/16
13 67228--K2 16195118 07/13/16
14 67229--C 16195119 07/13/16
15 67230--C1 16195120 07/13/16
16 67231-42 16195121 07/13/16
17 67232--B 16195122 07/13/16
18 67233--A 16195130 07/13/16
19 67234--F 16195123 07/13/16
20 67235--F1 16195124 07/13/16
21 67236--F2 16195125 07/13/16
22 67237--L 16195131 07/13/16
23 67238--L1 16195126 07/13/16
24 67239--J 16195127 07/13/16
25 67240--J1 16195128 07/13/16
, 26 67241--J2 16195129 07/13/16A
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - C)
Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 24.44 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x3 HF #2 •W1, W4 2x4 HF Std/Stud: DL=6.0 psf.
:W2, W3, M5, M7, M8 2x4 HF #2:
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
:Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' design.
See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Provide lateral wind bracing per ITWBCG wind bracing details or per
bracing requirements. engineer of record. 2X3 studs require reinforcement at 70% of the
length tabulated for 2X4 studs of the same grade.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-12 section 301.5. (a) #3 or better scab reinforcement. Same size & 80% length of web
member. Attach with 10d Box or Gun nails (0.128"x3",min.) w 6" OC.
Truss designed to support 1-0-0 top chord outlookers and 5 PSF
cladding on one face in area (0) only, and 24" span on opposite face. Deflection meets L/360 live and L/240 total load. Creep increase
Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. factor for dead load is 1.50.
DO NOT OVERCUT. No knots or other lumber defects allowed within 12"
of notches. Do not notch in overhang or heel panel. 5X10(R1)0
,IIb
I
T2
12-6-0
3X5 10 r— 1 11111
3X7(E3) III 3X5��0-10-0f „�`i 111 IIIL 3X7(E3) IIIi 0-10-0T
„ : _ _, I 18-2-4
5X5(E3)= 3X5= 3X5= 3X5= 5X5(E3)=
�1 18-0-12 (0)
11 '1
7-0-0 alh: , I_ 7-0-0 _I_ 7-0-0 7-0-0
3.
9-4-0 'r 9-4-0 9-4-0
L 14-0-0 _I . 14-0-0 i
f< 28-0-0 Over Continuous Support >1
R=131 PLF U=8 PLF W=28-0-0
Note: All Plates Are 1.5X4 Except As Shown. RL=10/-10 PLF
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0. OR/-/1/-/-/R/- Scale =.1875"/Ft.
Truss Co n•nents of Oregon f5O3)357-2118 a;WAMMINGI'w REAR AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 67216
825 N 41 Ave,Cornelius 0 97113 ''IMPORTANT' FURNISH THIS DRAWING TO ALL CBNIRACTORR INCLUDING THE INSTALLERS. �`�(�GQ INF„it.,
TC LL 25.0 PSF
Trusses require eon eme care in Ceaetlrg, Sfetyl handling, shipping, Installingand
and breclns Refer to and tallow �ay �� 9 TC DL 7.0 PSF DATE 07/13/16
the latest edition of BCSI ns. I(Building Component Safety Information. by TPI and RICA) for safety practices prior
to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 88294PE -
top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached a BC DL 1 0.0 PSF
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI ,m►�- DRW CAUSR7175 16195096
7• sections B3, B7 or 810, as applicable. Apply plates to each face of truce and position as shown above and o.
,4
the Joint Dtails, unless noted otherwise. Refer to drawings 160A_Z far standard plata positions, 07/13/20 16 BC LL 0.0 PSF CA-ENG BFR/GTT
,5,--;-)0 N Alpine, a division of ITR Building Components Group Inc, shell not be responsible for any deviation from this
drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping,
` AN ITW COMRBiNY instar ati an a bracing or trusses. OREGON
A=awl en this drawing.r serer pegs listing M .a
ie drawing, Indicates epMfeawrlashown. w
tpa.f prslal engineering TOT.LD. 42.0 PSF SEQN- 53949
raapensiblllty solely for the deelgn shown. The suitability and lea of MIs drawing for eq structureMNT
re la s , 14,1°' ® FROM BB
8351 RovanaCircle reepan.Iblllty of M.wlleing Osalanar per ANSI/7P1 1 saw.S. este!!
Tao t OUR.FAC. 1.15
Sacramento,CA 95828 For more information seewthis st.o general Asa. page and thaws.0 sites:
SPACING 24.0” JREF- 1VSB7175Z07
ALPINE: wwa.elpinel tw.cam; TPI:www.tpinst.erg;GLA: wew.abclnduatry.cem, ICC;www.icasafe.org RENEWS:6/30/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - C1)
Top chord 2x4 HF #2 120 mph wind, 24.44 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6.0 psf.
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500'
:Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
design.
(a) Continuous lateral restraint equally spaced on member.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5.
for dead load is 1.50.
5X5==-
0
X5=0 T
1.5X4$ 1.5X48/
12-6-0
3X51 101- —i10
3X7(E3) III 3X5` 3X7(E3) III
0-10-0 0-10-0
± I
'r .. _ �� 418-2-4 1
3X5= 3X5= 3X5=
I
5X5(E3)= 5X5(E3)=---
11 '.1
X5(E3)_11 '1 11 tJ
I,c 7-0-07-0-o I_ 7-0-0 -0-0
9-4-0 '� 9-4-0 'I` 9-4-70
14-0-0 14-0-0
28-0-0 Over 2 Supports
R=1309 U=94 W=5.5" R=1309 U=94 W=5.5"
RL=247/-247
Design Crit: 1RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00..„s ,L OR/-/1/-/-/R/- Scale =.1875"/Ft.
Truss Components of Oregon (503)357-2118 a�EARNINGia•READ AND FOLLOW at NOTES at TRIS O tenant • •
825 N 4 Ave,Comehus OR 97113 aaINF°RrANTo FINNISH THIS MINING 70 ALL ConlAcToRs INCLWINS THE INSTALLERS. TC LL 25.0 PSF
Trusaas require extreme cera in fabricating. handling, _ 4' SSS REF R7175- 67217
the latest edition of SCSI (Building Component Safetynformaation, byyaTPIi and WTCA)br for safety ptracticespriorrac Prier (Q �l,8G9E9N4PEv41 O% TC DL 7.0 PSF DATE 07/13/16
to performing these functions. tlnatallsrs shall provide ngand temporary bracing per SCSI. Unless noted otherwise.
top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached
odillb4rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per SCSI S.,
rigid BC DL 10.0 PSF DRW CAUSR7175 16195103
A �O ,. sections B3, B7 or 810, as applicable. Apply plates to each face of true and position as shown above and on
I-1 the Jiaint Cdivils, unlace natal ong Components croup Inc. anal Oat w reaponalbie mr any davl.uon rrom this 07/13/2016
drawing, any failure to build the truss in conformance with ANSI/Tp1 1,or for handling, shipping,
AN ITW COMPANY Installation A bracing of trusses. OREGON TOT.LD. 42.0 PSF SEQN- 53943
A seal on ihle drwleg or sayer p...Ilating eel.drawing. Indicates aawpfarpe of professional engineering 40 r
ra(rplbi l lb wol.ly for the design.hew,. Ths suitability and use of this drawing for any structure Is the �I_ '1 .
8331 RovanaCucle
responsibility of the Building Designer par ANSI/TPI T S.e.2. 8 LY 14�g0 (m' DUR.FAC. 1.15 FROM BB
Sacramento,CA 95828 For more information see this Job..genera rotes page a,w the.web sites: Beit Tah
ALPINE:wse.alpinaitw.com; TPI:www.tpinst.org, WTCA: www.sbcindustry,cem: ICC:wwa.iccsafe.erg aamaw,t ar,,,r,n.� SPACING 24.0" J REF- 1 VSB7 1 75Z07
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - C2)
Top chord 2x4 HF #2 120 mph wind, 24.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF #2 :W1, W5 2x4 HF Std/Stud: DL=6.0 psf.
:Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.500'
:Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
design.
(a) Continuous lateral restraint equally spaced on member.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5.
for dead load is 1.50.
*** DO NOT TURN TRUSS END-FOR-END ***
5X5=
6 T
3X5�i 10 —1 10
3X5
12-6-0
3X54 3X5��
3X10(E3) III
°A0-3X7(E3) III
�� 10-0
i
1-0-10 1
a- _ - 18-2-4
T 3X5=
5X5(E3)= 1.5X4111 1.5X4 III 5X5(E3)=
3X7=
I"` 0-8-14 >I< 7-0-0 >Fe 7-0-0 -I— 7-0-0 "d
I, 13-8-14 -I_ 14-0-0 -I
Fc 27-8-14 Over 2 Supports ;1
R=1224 U=84 R=1224 U=84
RL=214/-216
Design Crit: 1RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.00.t.,,,T ,1_ OR/-/1/-/-/R/- Scale =.1875"/Ft. _
••WWiIN81••READ AND FOLLOW ALL NOTES ON THIS DRAWING! • •
Truss Components of Oregon 1503)357-2118 •aINORTANf•• FURNISH THIS awINB TO ALL mNIRACIORS mama THE INSTALLERS. TC LL 25.0 PSF
825 N 461 Ave,Comellus OR 97113 IL
IHSS, REF R7175- 67218
Trusses require extreme care In fabricating, handling. shipping, Installing and bracing. Refer to and follow �0 ��G IPI Fk� �p —
the latest edition of SCSI (Building Component Safety Information, by TPI and RTCA) for safety practices prior y TC DL 7.0 PSF DATE 07/13/16
to performing these functions. tInstallers shall provide temporary bracing per Bcsl.r Unless rated otherwise, 83294PE
top chord shalt have properly attached structural sheathing and bottom chord shall have a properly attached ig.
rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing Installed per Bcsl aG , BC DL 10.0 PSF DRY/ CAUSR7175 16195106
All
�� a sections 83, 07 or 810, as applicable. Apply plates to each face of trussand position as shown above and on
�I ttw,Jo1rK Detalla, unless noted aL,arslse. Rarer to drasl,ga 181u1_i roratanderd plate powltlans.
i 1 Alpine, a dlvlslen of lTo Bellding Campomnts croup Inc, shell mt he reaponslble for any deviation from thiel 07/13/2016 BC LL 0.0 PSF CA-ENG BFR/RTT
drawing, any failure to build the trues in conformance with ANSI/TPI 1, or for handting, shipping,
AN ITWCOMR4NY installation A bracing of truce... OREGON g w TOT.LD. 42.0 PSF SEQN- 53952
respensibilaity Waivor*ever ing
the design Ilwhown. The.ultebillltyating this dreeinp, �and uaa olestee f Mie drawing nor o'.truwLvw lor draft...lone! athe ( �/(y ` 2D� i
8351Rmmm CBcle rwwpots lbiiity of the Building Weidner par ANSI/TPI t S.e.2. 4134:::::6:
18 @��tTa �0 DUH.FAC. 1.15 FROM BB
Sacramento,CA 95828 For more information sea this Job's general notes page end these web site.: SPACING 24.0" JREF- 1VS67175Z07
ALPINE:awab
w.elPinoltw.com; TPI:war.tpinst,ore:%TCA: ww.scina,stry,com; ICC:waw.lccsare.or9 oaueu,e•uxinnt<
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - C3)
Top chord 2x4 HF #2 120 mph wind, 24.44 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF #2 :W1, W5 2x4 HF Std/Stud: DL=6.0 psf.
:Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.500'
:Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
design.
(a) Continuous lateral restraint equally spaced on member.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5.
for dead load is 1.50.
5X5---
0
X5=_; -
lo
3x5
3X5 11111111111111;5A
12-6-0
-110
3X5�i
111111111111111
3X5�� 3X7(E3) III
3X10(E3) III
,� 0-10-0
1-0-10 it. _ ��
T 5X5(E3),
1.5X4111 ae I 18-2-4
3X5= 3X7= 1.5X4111
5X5(E3)
I1 '1
Ec 6-8-14 7-0-0 7-0-0 4._ 7-0-0
13-8-14 I 14-0-0
27-8-14 Over 2 Supports
R=1222 U=79 R=1298 U=93 W=5.5"
RL=233/-226
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=296(096)/4(0) 16.01.00.0 - OR/-/1/-/-/R/- Scale =.1875"/Ft.
••WARN ISM REM ANB FOLLOW ALL NOTES ON THIS DIMMING, ,O
Truss Components oOregon f503)357-2118 97113F1rce F
825 N 4th Ave,Cornelius OR 97113 "I T FINNISH nits°IwINB To Au WNIRAGTORs INCW01110 THE IN°TALL `��G Ss� TC LL 25.0 PSF REF R7175- 67219
Trusses require extreme care In fabricating, handling. shipping. Installing and bracing. Refer to and follow y I N
the latest edition of SCSI (Building Component Safety Information. by TPI end MA) for safety practices prior O� 0. FF,� �y TC DL 7.0 PSF DATE 07/13/16
to performing these functions. =Installers shall providetemporarybracing per BCSI. Unless noted otherwise, 4, 83294PE
oiliglikkh top chord shall have property attached structural sheathing and bottom chord shall have a properly attached be 9
rigid ceiling. Locations shown for permanent lateral restraint of webs shall n bracing installed per BCSI ar• r BC DL 10.0 PSF DRW CAUSR7175 16195108
A��0 N sections BT or RIO, as applicable. Apply plates to each face of truss and position as shown above and on
the Joint Details, unless noted
il otherwise. Refer up drawings 1e0o_2 for standard plate nys deviation
BC LL 0.0 PSF CA-ENG BFR/RTT
Alpine, a y failure
of In Building the
Components Group Inc. shell not be1 responsible for any deviation from this 07/13/2016
drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping,
AN ITW COMPANY Instal tail on&bracing of trusses. OREGON TOT.LD. 42.0 PSF SEQN- 53954
. A seal on this drawing or lever peps listing MIs droving. Indicates seaepts es of professional engineering .s e
responsibility solely for the dealgn shown. The eultsbilIty and w of this droning far shy etruotiwe Is Om, o 1,
LY 14.1p
rsgiwrib111q of the Building Weigher per AN&I/TPI,B.e.:. Bell Tan DUR.FAC. 1 15
6351 RovanaCfrcle@ ,t FROM BB
Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF— 1VSB7175Z07
ALPINE:www.elPinel tw.cam; TPI; www.tp inst.or9:87G: www.abolnduatry.cam; ICC:nww.lccsata.org o¢mch.vai</tennh<
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - CS)
Top chord 2x4 HF #2 120 mph wind, 24.44 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x3 HF #2 DL=6.0 psf.
:M9, M10, M11, M12, M13, M14, M15 2x4 HF #2:
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
:Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' design.
Truss designed to support 1-0-0 top chord outlookers and cladding load Provide lateral wind bracing per ITWBCG wind bracing details or per
not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord engineer of record. 2X3 studs require reinforcement at 70% of the
may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT length tabulated for 2X4 studs of the same grade.
OVERCUT. No knots or other lumber defects allowed within 12" of notches.
Do not notch in overhang or heel panel. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
bracing requirements.
(a) Continuous lateral restraint equally spaced on member.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5.
for dead load is 1.50.
4X5=
10 r- 10
illits,
ii
1
I
5,_.14ii
3X5�i 3X5o�
3X7(E3) III 3X7(E3) III
0-10-01 0-10-0
12-6-0
T 'r 418-2-4 _
5X5(E3)am 3X5= 5X5(E3)
11 .1 11 ,J
I_ 14-0-0 _I- 14-0-0 -I
1 28-0-0 Over 2 Supports
R=133 PLF U=1 PLF W=16-0-0
RL=17/-17 PLF R=128 PLF U=18 PLF W=12-0-0
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.00.;,.xt_*;;r;,s, OR/-/1/-/-/R/- Scale =.1875"/Ft.
Truss ComponentsofOregon (503)357-2118 oa.AANINGIas REDID AND EOLIlu ALL NOTEs ON THIS norm'
825 Nt6 Ave,Cornelius OR 97113 eeligRTANre FURNISH THIS SIGNING TO AU.coMrRACTORs I«rawINR THE INSTALLERS. 4k S'S+� TC LL 25.0 PSF REF R7175— 67220
Trusses require extreme care in febriceting. handling. shipping, installing and bracing, Refer to end follow . �G I NFF C]
the latest edition of SCSI (Building Component Safety Information, by TPI end NTCA) for safety practices prior C� 2y TC DL 7.0 PSF DATE 07/13/16
to performing these functions. Installers shell provides temporary bracing per SCSI. unless noted otherwise, a40 83284,E
top chord shell have properly attached structural sheathing end bottom chord shall have a properly attached BC DL 10,0 PSF
rigid ceiling. Locations shown for permanent lateral re treint of webs shell have bracing installed per SCSI DRW CAUSR7175 16195110
sections 53, 67 or 010, as applicable. Apply plates to each face of truss end position as shown above and o
AO, A1116ql the Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.
N Alpine, a division of ITN Building Components grog Inc. shell not be responsible for any deviation from this 07/13/2016 BC LL 0.0 PSF CA-ENG BFR/RTT
droving. any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,
AN ITW COMPANY intonation A bracing of trusses. p OREGON C TOT,LD, 42.0 PSF SEQN- 53957
A semi on bole*siding er sever peep listing this droving, INloetas aeeptera of profeeelenel engineering
reepen.lbl l lty solely for H.design sheen. The suitability.,d la.n of'tile droning for any etruen..I.the O '10
W 0'14,20 m DUR.FAC. 1.15 FROM BB
83311lo mlaC¢cle rapen•lelilb of the Building Designer per AM61/rPl 1 Sae.S. $ @ Jt Tar
saLrmgeMo,CA 9sszs For more information see this Job's general notes page and theae web site.:onesSPACING 24.0" JREF— 1VSB7175Z07
rcw
ALPINE:www.alpiltw.cem: iPl:ww.tpinst.erg; RCA:www.sbclMuatry.cam; ICC:www.iccaefe.erg RENEWS:6130/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - E)
Top chord 2x4 HF #2 :T2 2x4 DF-L #1&Bet.: 120 mph wind, 23.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC DL=4.2 psf, wind BC
Webs 2x3 HF #2 :W1, W4 2x4 HF Std/Stud: DL=6.0 psf.
:W2, W3 2x4 HF #2:
:Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
:Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' design.
See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Provide lateral wind bracing per ITWBCG wind bracing details or per
bracing requirements. engineer of record. 2X3 studs require reinforcement at 70% of the
length tabulated for 2X4 studs of the same grade.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-12 section 301.5. (a) #3 or better scab reinforcement. Same size & 80% length of web
member. Attach with 10d Box or Gun nails (0.128"x3",min.) w 6" OC.
Truss designed to support 1-0-0 top chord outlookers and 5 PSF
cladding on one face in area (0) only, and 24" span on opposite face. Deflection meets L/360 live and L/240 total load. Creep increase
Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. factor for dead load is 1.50.
DO NOT OVERCUT. No knots or other lumber defects allowed within 12"
of notches. Do not notch in overhang or heel panel. 6X8(R) III
ON -/-
(S) Add 2x4 x 8-0-0 DF-L #1&Bet scab to be attached to one face %1�
of top chord with 10d (0.128"X3.0") nails at 6" o.c.
Top edge of scab should be 1.5" below the existing top edge J #,
of the top chord. ' �,11
„,.,
414,4''
l�kO ♦♦��',,,, T2
I�,, ♦��1-;1♦`` S) �2-11-2H
°♦�� 10-5-13
3X5�i 8 1 ♦♦4�i.
�illiihk
-��8 3X50
3X10(E3) III 4X5(R) III—' 5 5 L- �� 3X7(E3) III
D v♦0-0-0 /%� ; `i 0-10-0 18-2-42_
Or T
3X5(E3)% (O>5= 5X5(E3)
1-0-0
-..L.--- 14-3-12 e1
f 5-9-8 8-6-0 I_ 5-9-8 —I 8-0-8 5-1-4
6-7-8
R=846 U=77 W=5.5" 11-7-0
RL=234/-234 "c 8-6-0 'f 8-0-8 T 11-7-0 6-7-8 R=299 PLF U=13 PLF W=6-7-8
e 23-2-0 Over 2 Supports
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 ';;!:,6 PW p OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Components of Oregon f503)357-2118 "WARNING!"aim AND FWD,Au NOTES ON THIS DRAIINGI 44 FSs
825 N 4111 Ave,Cornelius OR 97113 "IIroRTANr' P'AR' 'THIS MANIAS TO ALL CONTRACTORS INCLUDING THE=mums. �`cj ��G 1NF�� �p TC LL 25.0 PSF REF R7175- 67221
Trusses require extreme care in fabricating. handling, shipping, installing and bracing. Refer to and follow
the latest edition of SCSI (Building Component Safety Information, by TPI end MA) for safety practices prior to 83294PE Z TC DL 7.0 PSF
to performing these functions.tInstallers shall provide temporary bracing per SCSI. Unless noted otherwise, DATE 07/13/16
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rigid cei l ing. Locations sheen for permanent lateral restraint of Webs shall have bracing Installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 16195111
actions B3, B7 or 610, as applicable. Apply plates to each face of tru end position as shown above and o
(I ole N Cho Joint Details. unlace noted athereiae. Rater to draanga 16Ga_Z forestanderd plate poeltiene. 07/13/2016 BC LL 0.0 PSF CA-ENG BFR/RTT
Ail
T' Alpin . a division of ITN Building CospInentn Group Inc. shell not responsible for any deviation from this
drawing. any failure to build the trues In conformance with ANSI/TPI 1, or for handling, shipping, OREGON
AN ITW COMPANY intal lat w on&bracing or trusses.
/D "SLY �, t TOT.ID, 42.0 PSF SEQN- 53968
A meal on tine drselop or serer peps lifting this erasing. Indimetes emaptame of profeesiael engineering 14,20 A,
responsibility solely for the design Peen. The suitability ern use et this dreshg Ter any structure Is the C�
8351 ROv60a Citle responsibility or the Building Deeloler per Atalrrvl 1 see.2. w'egg Tan DUR.FAC. 1.15 FROM BB
Sacramento,CA 95828 For more informsee this general note,page and Lhasa mob.wise: SPACING 24.0" JREF- 1VSB7175Z07
ALPINE:ese.alp inelte.coe; TPI:mmrm.tp inst.at.oes
rg;NrCA; e .sbc l,wustry.com; ICC:wee.iccsara.erg RENEWS:6/30/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - El)
Top chord 2x4 HF #2 120 mph wind, 23.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6.0 psf.
:Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.500'
:Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
4X8(R) In
11
1 .5X4 III
1.5X4
10-5-13
10 � /All
�" 111111611.1,1160
3X5�i 5X7(R) III53X10(E3) III 5 3X7(E3) III
0-10-0 �^ 5 i-
■ 0-10-0 18-2-4 _I_
3X5(E3)- 5X5= 5X5(E3)=
1-0-0 1-0-0
5-9-8 5-9-8 I 5-1-4
8-6-0 —1` 8-0-8 6-7-8
11-7-0 _J. 11-7-0
8-6-0 .I_ 8-0-8 I 6-7-8
c 23-2-0 Over 2 Supports
R=1113 U=62 W=5.5" R=1105 U=62 W=5.5"
RL=208/-208
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 ';4516 Nap OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Components of Oregon 1503)357-2118 ""WUIINGI"READ AID FOLLOW ALL NOTES 011 THIS IIIWNCI �(r bus,
825N4thAve,CornebusOR97113 evtRTAl(fve FURNISfabrilTHIS atinIIRAWING TOAshTORS entItCLINING THE lingbraIng Refer ‘,/
�OG1NE�� �Q TC LL 25.0 PSF REF R7175- 67222
Trusses require extreme re in ng Component
handling, shipping.oninstalling end and bracing. Refer and fallow 83294PE 9 TC DL 7.0 PSF DATE 07/13/16
the latest edition of SCSI(Building Collponent Safety Information, by TPI and VILA) for safety practices prior
to performing these functions, Installers shall providetemporary bracing per BCl1. Unless noted otherwise, le
1411164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / 10.0 PSF
rigid ceiling. Locations shown for permanent lateral restraint BC DL
of webs shall have bracing Installed per BCSIDRW CAUSR7175 16195112
T" sections 83, B]or 810, as applicable. Apply plates to each face of true and position as shown above and o
rr--' the Joint Details, unless noted otherwise. Refer to drawings 160A_Z far standard plata positions. 07/13/2016 BC LL 0.0 PSF CA—ENG BFR/RTT
,4 -hJo��N Alpine, a dlvlslon of In Building Components Group Inc. shell not tm responsible for any deviation from this
drawing. any failure to build the truss in conformance with AN81/TPI 1, or for handling, shipping, OREGON
nN Irwconnrx4rrr Installation.bracing of trusses.
d, C TOT.LD. 42.0 PSF SEQN— 53959
A weal en this drawing or sever peg.listing this drawing. Indlwtes sometimes of prefee.ienal engineering 47. wLV 14,18 0
rheepsnslbility ty er tem Pall ,e ng ,gar pethe desIgn r ANSI/IP!1 See.2.ty d ...r this drwllg for.° nrlerar.I.sts. 8 t DUR.FAC. 1.15 FROM BB
8351 Rovana Circle
Weell Tan,
Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites:
ALPINE:ww.elpineltw.com; TPI: www,tpinst,org;PICA: ww.sbcindustry.cem; ICG:www,lecsafe.org RENEWS16l3omu SPACING 24.0" J REF- 1 VSB7 1 75207
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - E2)
BoTop t chord 2x6 DF-L2 SS 2 COMPLETE TRUSSES REQUIRED ' `
Webs 2x4 HF Std/Stud :W4, W5, W6 2x4 HF #2: Nail Schedule:0.120"x3", min. nails
:Lt Wedge 2x6 HF #2::Rt Wedge 2x6 HF #2: Top Chord: 1 Row 012.00" o.c.
Bot Chord: 2 Rows 0 4.00" o.c. (Each Row)
Special loads Webs : 1 Row 0 4" o.c.
(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails
TC- From 68 plf at 0.00 to 68 plf at 11.58 in each row to avoid splitting.
TC- From 68 plf at 11.58 to 68 plf at 23.17 4" o.c. spacing of nails perpendicular and parallel to
BC- From 10 plf at 0.00 to 10 plf at 20.94 grain required in area over bearings greater than 4"
BC- From 20 plf at 20.94 to 20 plf at 23.17
BC- 1222.32 lb Conc. Load at 0.94, 2.94 120 mph wind, 23.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
BC- 1223.65 lb Conc. Load at 4.94, 6.94, 8.94,10.94 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
12.94,14.94,16.94,18.94,20.94 DL=6.0 psf.
Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE 4X8(R) III
5] W3X5 S 1.25
6] W3X5 S 3.25 II 7-
7]
7] W5X5 . R 3.00 4X5 8 4i
[ 8] W4X5 ,3151:1 L 1.25 [ ] 4X5[16]o
[16] W4X5 4.00 R 1.25
17] W5X5 3.25 L 3.00 10 r- -i 10
[18] W3X5 S 3.25
[19] W3X5 S 1.25
3X5[5] �� �� 3X5[19]
10-5-13
if
0-0-0 �1 i 11 1� 1� 0-10-0
6X8(82)= 3X5[6] III 5X5[7]= 8X8= 5X5[17]= 3X5[18] III 6X8(82)=
5X5=
-3-10-6 >I< 3-10-5 wl< 3-10-5 + 3-10-5 + 3-10-5 3-10-6---3.1
11-7-0 11-7-0
23-2-0 Over 2 Supports a�
R=8014 U=640 W=5.5" Design Crit: IRC2012/TPI-2007(STD) R=7278 U=584 W=5.5"
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 %cr.,. PIR®F OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Co n meats of Oregon f503)357-2118 'WARMINGI'a Roto AND FOLLOW ALL NOTES ON THIS UMNINGI fu
825 N4Ii Ave,Cornelius OR 97113 "IMPORTANT. FURNISH THIS OWNING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`f7 OG1NFF Sio TC LL 25.0 PSF REF R7175- 67223
Truecee require extreme care In fabricating, handling. shipping. Installing and bracing. Refer to and follow
the latest edition of SCSI(Building Component Safety Information, by TPI and IIICA) for safety practices prior (y 88294PE 'P Z TC DL 7.0 P F
to performing these fulatiene. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, S DATE 07/13/16
top chord shall have properly attached
tached structural sheathing and bottom chord shell have a properly attached BC DL 10.0 PSF DRW CAUSR7175 16195113
rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per SCSI
sections 113, B7 or 810. as applicable. Apply plates to each race of truss and position as shown above end o
A��0^ ' r-' the Joint Details, unless rated othe wlae. Rorer to drdeinge 160A_Z Car stands d plate poeltlom. " 07/13/20 16 BC LL 0.0 PSF CA-ENG BFR/RUT
' \VI t
Alpine. a division of ITN Building Components Group Inc. shell not be reepaneible for any deviation from this
drawing, any to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON
AN ITW COMPANY installation&bracing oftrusses, C TOT.LD. 42.0 PSF SEQN- 53979
• A deal an this drawleq Cr ewer page listing this droving, indlast.a aeswptanaw of profdeelanel engleearing 'vLY 14,2°-s. 0
responsibility delely for the deign ellusn. The suitability and um of this drawing for any etfleaflre Ie the
8351 Roma Cuvle responaiblllty of the Building Realms,par ANaI/Tpl 1 S .2, 'teen Tar OUR.FAC, 1.15 FROM BB
Sacramento,CA 95828 For more information sea this Job's general;wtctnote.Raga andt .co.;web cites: RENEWS:6/30/2036 SPACING 24.0" JREF- 1VSB7175Z07
ALPINE:ewr.alP incl w.com; TPI:see.tpinst.or9:RICA: we.abcindetry.com; ICC:we.lecseTe.org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - D)
Top chord 2x4 HF #2 120 mph wind, 22.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x3 HF #2 :W1, W2 2x4 HF Std/Stud: DL=6.0 psf.
Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member
not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design.
may be notched 1.5" deep X 3.5" at 4811 o/c along top edge. DO NOT
OVERCUT. No knots or other lumber defects allowed within 1211 of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per
Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the
length tabulated for 2X4 studs of the same grade.
See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live
load applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase factor
for dead load is 1.50. Fasten rated sheathing to one face of this frame.
Shim all supports to solid bearing.
4X5=
111th
110
to111111111
7-11-0
F :I 1 111 10
4X8(8) III
M l �I
!Il _L
0-10-0 (; "I; 0-10-0
1 5 l° 5 al 4_18-2-4 I
W2
R=116 PLF U=36 PLF W=17-0-0
RL=11/-11 PLF
6
16-8-8-8-8 1113
8-6-0 8-6-0
8-6-0 8-6-0
17-0-0 Over 4 Supports
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: 1RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 +,.p4., OR/-/1/-/-/R/- Scale =.3125"/Ft.
WNW INGI•• READ AND FOLLOW ALL NOTES ON THIS DRANINGI t
Truss ComponentsAve,Cornelius
(97 137-2118 •e11WgRTAIR'• FURNISH THIS CRANING To ALL CONTRACTORS INCLUDING THE INSTALLERS. �`(�•( INE SAO TC LL 25.0 PSF REF R7175- 67224
825 N 4th Ave,Cornelius OR 97113 -IG
Trusses require extreme care In fabricating, hurdling, shipping, Installing and bracing. Refer to and follow 45, DATE 07/13/16
the latest edition of SCSI (Building Component Safety Infarmetlan, by TPI and NBCA) for safety practices prior �' 83294PE " 7 TC DL 7.0 PSF
to performing these functions. Installers shall provide temporary bracing per BCS1. Unlaceonoted otherwise, if
/. 9. .
top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached sa BC DL 10.0 PSF DRW
rigid ceiling. Locations acorn for permanent lateral restraint of webs shell have bracing atoned per SCSI CAUSR7175 16195114
A 1,M1 N
... sections 83, aT or B10unless
as applicable. Apply plates to each face of fora and position to ase Moon above and on
thel Joint Details. uof T note°otherwise.Cope, tefef to Inca'meres lBnotZ for trussd
plate positions.
07/13/20 16 BC LL 0.0 PSF CA-ENG BFR/RTT
Alpine, a division of ITS ad th Ing Cotruss
con Group Inc. shell not be responsible for any shipping,lcn from this
d , any failure to bora the orae In canforeanc.with ANSI/TPI 1. or for handling, OREGON
AN ITRCOMRR,NY installation A bracing of trusses.
73 C TOT.LD. 42.0 PSF SEQN- 53934
- A assn an this drriny or cover paps Hating thio drawing. Indicates aesptslenes of profeaslanal lneerl"° % ‘11014,2o,,, !w�a..,
reapohslbl Illy solely for ills design whom. The suitability and w of this drawing for any structure I the
LY 14'=O •\v
8351 Rove=CocIB ^•�-Ibl llty df the Build lop DesIO-r par ANSI/TPI 1 See•2• *sell Ta" OUR.FAC. 1 15 FROM BB
Sacramento,CA 95828 for more information see telageneral notes page and iBab sites: SPACING 24.0" JREF- 1VSB7175Z07
ALPINE: swr.alpl mel er.com; TPI: waw.tpinst.st.o ma
rg;RICA: w .sbcinaustry.com;m; ILL: ,leesafe.org RENEWS:6/30/2016
THIS MIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - D1)
Top chord 2x4 HF #2 **
Bot chord 2x4 HF #2 ( ) 2 plate(s) require special positioning. Refer to scaled plate
plot details for special positioning requirements.
Webs 2x4 HF Std/Stud
120 mph wind, 22.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
load applied per IRC-12 section 301.5. DL=6.0 psf.
Deflection meets L/360 live and L/240 total load. Creep increase factor Wind loads and reactions based on MWFRS with additional C&C member
for dead load is 1.50. design.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 4] W3X5 2.25 R 2,00
[13] W3X5 0.75 R 2.00
4X5=
3X5411111116h3:5
$
iii 7-11-0
10 � a� X10
6X6=
1.5X4(**) III
1.5X4(**) III
I, _1 5 5 �1
0-10-0 11040- 0 18-2-4
T .=-1 3X5(R)[4]\\\
3X5(R)[13] /1/
1�
1�-0��
4-3-0 -J-
8-6-0
-3-0I_8-6-0 '�4-3-0 4-3-0 _L
8-2-8 4-3-0
8-6-0 alp 8-6-0
8-6-0 8-6-0
c 17-0-0 Over 2 Supports >
•
R=836 U=38 W=5.5" R=838 U=38 W=5.5"
RL=159/-159
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.00 ' 1s"RRep OR/-/1/-/-/R/- Scale =.3125"/Ft.
Truss Components of Oregon ((503)357-1.118 eetiARNINCI••READ AND FOLLOW ALL NOTES ON THIS DRAIN/GI REF R7175- 67225
825 N4 inAve,Cornelius OR 97113 eeIMPORTANT. FURNISH THIS NAMING ro ALL CONTRACTORS INCLUDING THE INSTALLERS. y��GINFF S'/0 TC LL 25.0 PSF
Trusses require extreme care In fabricating, handling. shipping, Installingand bracing. Refer to end follow
the latest edition of BCSI (Building Component Safety Information, by TPI and ECA) for safety prectices prior ii 83294PE '�' lip.
TC DL 7.0 PSF DATE 07/13/16
to performing these functions. Installers shall provide temporary bracing per BCSl. Unless noted otherwise, /fa —
top chord shall have properly attached structural sheathing end bottom Chard shall have a properly attached astrs• BC DL 10.0 PSF
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSIDRW CAUSR7175 16195115
A ILE3)0 N sections B3, B7 or 010, as applicable. Apply plates to each face of trussand position as shown above and on L
the Joint Details, utile.s nates otherwise. Rarer to drawings 1600-Z a forstandardplea positions. 07/13/2016 BC LL 0.0 PSF CA-ENG BFR/RTT
Alpine, a y failure
of ITN Building truss
con Group Inc. shall not be responsible for any deviation from this
drawing, any fai rare m build the trus in conformance with AN51/TPI 1, or for handling, shipping, OREGON
AN ITNCOMg4NY installation A bracing of trusses.
e TOT.LD. 42.0 PSF SEQN- 53931
enuring page owl en thi.eing or ower pm Iisting this ding. lnaw ia. acceptance a
of pr felarl engineering
SLY 2O
responsibility wifely for the&sign Keen. The suitabilityuse and e or tela erramp,
erring for structure is the
4 !4' (Q/
8311 RovmlaCvcle r..perr.iblllty of the Building Designer per ANSI/TPI 1Seca. eget$Taas
DUR.FAC. 1.15 FROM BB
SammmtoXA 95828 For more information see this Job's general notes page and these web site.:
ALPINE:aww,alpirnitm.com; TPI:aaw.tpl,sh.erg;RICA;en ebcindustry,com: ICC:wvw.lecsafe.org RENEWS:6/30/2016 SPACING 24.0" J REF- 1 VSB 7 1 75Z07
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - K)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x3 HF #2 :M9, M10, M11 2x4 HF #2: DL=6.0 psf.
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500'
:Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
design.
Truss designed to support 1-0-0 top chord outlookers and cladding load
not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord Provide lateral wind bracing per ITWBCG wind bracing details or per
may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT engineer of record. 2X3 studs require reinforcement at 70% of the
OVERCUT. No knots or other lumber defects allowed within 12" of notches. length tabulated for 2X4 studs of the same grade.
Do not notch in overhang or heel panel.
See DINGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
(a) Continuous lateral restraint equally spaced on member. bracing requirements.
Bottom chord checked for 10.00 psf non-concurrent 4X5.--- Deflection meets L/360 live and L/240 total load. Creep increase
bottom chord live load applied per IRC-12 section factor for dead load is 1.50.
301.5. �� T
I
I „ 10
10-0-0
10 f
3X5 i 3X5
14111
0-10-0
.. ..: M ..11011 ik . o-10-o
(1,9-1_0 r
5X5(E3)BM 3X5= 5X5(E3)_
3X7(E3) III 3X7(E3) III
1-0-0 1-0-0
I_ 11-0-0 I 11-0-0
Fc 22-0-0 Over 2 Supports >1
R=122 PLF W=12-0-0 R=132 PLF U=8 PLF W=10-0-0
RL=17/-17 PLF
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: IRC2012/TP1-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 ' '!--I- OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss ComponentsofOre on (503)357-1.118 e7ARMINGIee READ AMIF011rrALLNod=soilTNIsORAWIN61 (�G S TC LL 25.0 PSF
825 N th Ave,Comehus OR 97113 "IMIVRTANtee FINNISH THIS DIWING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. 5 G 1.. S REF R7175- 67226
Trusses require extreme care in fabricating, handling, shipping, Installing end bracing. Refer to end follow �% e4- Opp
the latest edition of RCS) (Building Component Safety Information. by TPI and RCA) for safety practices prior Y
,, to performing these functions. Installers shall provide temporary bracing per 6CSI. Unless noted otherwise, ��/ 83294PE 9 TC DL 7.0 PSF DATE 07/13/16
top chord shall have properly attached structural aheething and bottom chord shall have a properly attached � BC DL 1 0.0 PSF
rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per OCS1 DRW CAUSR7175 1 61951 16
A r, 'LQ N sections g 87 Batelle.or unss spell other. e. R fplatesto winM1 face-f fors and rds hate ps slim above and o
Ir1I tAel pne. isie unlessefInaiad otherwise. Refer up dnc. shs 160o_2 for sporoebdl plate positions.
07/13/2016 BC LL 0.0 PSF CA-ENG BFR/PTT
Alplro, a division of ITR Building Comtruss
In
Group Inc, shall not be responsible for any deviationpping, from this
drawing, any failure ho build the truce in cpnrormance with ANSI/TPI 1, or far handling, shipping, OREGON
AN ITW COMPANY installation&bracing oftrusses. .&� TOT.LD. 42.0 PSF SEQN- 53993
• A.sal on this drawing or Dever pep listing hale dre.Ing, 1.15.w acceptance of prof...lanel.lgln..rleg r ab 04 r
r spenelbllIty eel.ly for au welgn shown. The.ulwlilty and use of this drawing for any structure Is the (I (y 14,10
8351 Ravens Circle r••p•nelblllty of the Building Designer par ANSI/TPI 1 Sec.2. 88e11 Tan.'
DUR.FAC. 1.15 FROM BB
Sacramento,CA 95828 For more information nee this job's general notes page end these web sites:
ALPINE:www.elpineitw.comi TPI:eaw.tpinst.org:With:www.sbcindustry.cem: ICC:www.lvveafe.org RENEWS:6/30/7016 SPACING 24.0" J REF- 1 VSB7 1 75Z07
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - K1)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6.0 psf.
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500'
:Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
4X5=
IR T
1.5X4 1.5X4///
lo-0-0
10p AX10
3X5 3X5
3X7(E3) III 3X7(E3) III
0-1 o 0-10--o= MM = 9-1-0T T
3X5= 3X5= 3X5=
5X5(E3)= 5X5(E3)
L1 ...l L1 n J
L c 5-6-0
7-4-0 --1":5-6-0
7-4-0 I_ 5-6-0
-T-`
7-4-06-0
I5-
11-0-0 11-0-0
1 22-0-0 Over 2 Supports >1
R=1044 W=5.5" R=1044 W=5.5"
RL=186/-186
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.00 �_,ATIDa. OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Components of Oregon (503)357-2118 *•WWING1ew READ MO FOLLOW ALL NOTES ON"MIS DRAWING! •y,�G IN `S'S� TC LL 25.0 PSF REF R7175— 67227
825 N 4tlt Ave,Cornelius OR 97113 "I ►" FURNISH THIS MARINO T°"u can°"sT°Ns INCLUDING THE INSTALLERS. /� /,
Truaeas require extrema care in fabricating, handling, shipping, installing end bracing. Refer to and fallow 6, ��G `�� Oji
the latest edition of 8C51 (Building Component Safety Information. by TPI end WTCA) for safety practices prior VV Y
to performing these functions. tInstallers shall provide temporary bracing per SCSI. Unless noted otherwise, dv, e3294PE •9 TC DL 7.0 PSF DATE 07/13/16
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 0.-^ BC DL 10.0 PSF
TB rigid tailing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI DRW CAUSR7175 16195117
sections 83, 87 or 010, as applicable. Apply plates to each face of trussand position as shown above and o
[I� ��e ,stmt Details, nnl.se noted otherwise. Refer t�drawings,B�_Z fartanda d plata paeitlana. 07/13/2016 BC LL 0.0 PSF CA-ENG BFR/RTT
/�1 �' 1 Alpine, a division or In Building Components croup Inc. shell not be responsible for any deviation from this
' drawing. any failure to build the truss In conformance with ANSI/TPI 1, or for handling. shipping. OREGON
AN ITW COMR4NY installation B erasing of trusses.
ng .r1 TOT.LD. 42.0 PSF SEQN- 53990
n---� n�pen.ibi l�iq drawing
Dever Rl�Moon. T�'111m meltabilityh9
lbw or i.er�inp ref��.eru�eruer.`aI.the r Wu
14,1o� ,fel
8351 ROVN18 COCl• ra.pah.Ib111Ly of the tylia leg Designer per$ Z/'l PI I sae•x. �Self Tar
Secrmnenw,CA95828 For more Information TP1 as the Job'set.ogeneral arae page and rheas web sites' SPACING 24.0i' JREF- 1VSB7175Z07
ALPINE:www.a 1pineltw.coa; TPI:www.tp t.org;WTCA: .abcinw,stry.cam; ICC:wa.lccsafe.org RENEW S:6/30/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - K2)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF #2 :W1 2x4 HF Std/Stud: DL=6.0 psf.
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500'
Wind loads and reactions based on MWFRS with additional C&C member
(a) Continuous lateral restraint equally spaced on member. design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure.
load applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
2X4 III
T
3X54,1111#
III
10-3-5
10 �
3X5
3X7(E3) III
0-10-0 'du:� � 4_9-1-0
5X5(E3)=
1.5X4111 3X5(R) III
L11 J
1"12
5-8-0 5-8-0
F---11-4-0 Over 2 Supports— ''.
R=577 W=5.5" R=497 U=56
RL=169/-78
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.6 :*•e: OR/-/1/-/-/R/- Scale =,2511/Ft.
Truss Components of Oregon 1503))357-2118 Y91ARMIMGI ee READ Am FOLLOW ALL NOTES ON THIS ONANIN61 'F'''?4i
REF R7175- 67228 —
825 N 4th Ave,Cornelius OR 97113
e'IT FURRIER THIS BAMIWB m All aWrWAcnBRs INCLUDING THE INSTALLERS. c9y� Gln1Q ss�0.1. TC LL 25.0 PSF
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to end follow
the latest edition of 6051 (Building Component Safety Information. by TPI and WTCA) for safety practices prior �� Fg 9 TC DL 7.0 PSF DATE 07/13/16
to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 83294PE
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached DRW rigid telling, Locations shown for permanent lateral restraint BC DL 10.0 PSF DRW of webs shall have bracing installed per SCSI CAUSR7175 16195118
actions B3. B7 or B10, as applicable. Apply plates to each race of truss and position as shown above and o
1�� ate Joint Dotalls, unless roYed otherwise, Refer to draw nge 160:-2 far ate:ard plate°a.Itiero. 07/13/2016 BC LL 0.0 PSF CA-ENG BFR/RTT
I Alpine, a division or ITW Build irg Comporonts Group Inc. shell rot be responsible ror any devlatlon Tram this
drawing, any failure to build the truss In conformance with ANSI/TPI 1. or for handling, shipping,
AN!IVY COMPANY installation a bracing of trusses. OREGON TOT.LD. 42.0 PSF SEQN- 53995
A seal en Nle drawing or cover poem listing this drawing. Indlootoo..aapt.a .of professional engineering /3 CresponsibiresponsibilityTh
responsibility eeloly for ties earls+shown. e seltabll lty and use or this drawing Tar.ny structure is the .�l�4141'14,20' I®
8351 Rovena Circle
responsibility*? WeigheraT v,.Building el0rr par AAWI/rPl 1 S..,2. v�e11 Ta" DUR.FAC. 1.15 FROM BB
Sacramento,CA 95828 For more Information see this Job's general notes page and these W.sites:
is SPACING 24.0" J REF- 1 VS67 1 75207
ALPINE:www.elpiw
eitw.can; TPI:wew.tpinat.org;INTCA:ww ,sbcindustry,tom; ICC:www,iccaafe.org 0.ENEW5:6/30/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - G)
Top chord 2x4 HF #2 120 mph wind, 23.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x3 HF #2 :M9, M10, M11 2x4 HF #2: DL=6.0 psf.
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500'
:Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
design.
Truss designed to support 1-0-0 top chord outlookers and cladding load
not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord Provide lateral wind bracing per ITWBCG wind bracing details or per
may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT engineer of record. 2X3 studs require reinforcement at 70% of the
OVERCUT. No knots or other lumber defects allowed within 12" of notches. length tabulated for 2X4 studs of the same grade.
Do not notch in overhang or heel panel.
See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load bracing requirements.
applied per IRC-12 section 301.5.
4X5= Deflection meets L/360 live and L/240 total load. Creep increase
(a) Continuous lateral restraint equally spaced on member. — factor for dead load is 1.50.
04
1111135
—1 10
9-9-14
10p
3X5-'
0-0-0 g' I 6' 1-2-1
.�.�.�.�,�.�.�.anwiT Or r *18-2-4 l
5X5(E3)= 5X5= 3X12(E5) III
3X7(E3) III
L1 mJ
L 10-9-7 --1— 10-4-9 J
1 21-2-0 Over 2 Supports :]
R=135 PLF W=12-0-0 R=107 PLF U=16 PLF W=9-2-0
RL=16/-17 PLF
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0% /4 0) 16.01.00.riAn:;„ OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Components of Oregon (503)357-2118 "WARN INGIaa Mem AMl FOLLOW ALL tows ON THIS nevus Sj REF R7175- 67229
825 N4ihAve,Comehus OR 97113 ”IMPORTANT.• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. may' INF S O TC LL 25.0 PSF
Trusses require extreme sere in fabricating, handling, shipping, installing and bracing. Refer to and Tel 13
the latest edition of SCSI (Building Component Safety information, by TPI and mflCA) for safety practices prior C9 (G, F• .. TC DL 7.0 PSF DATE 07/13/16
to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted othanise, &V 88294PE
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached a 1
rigid Gelling, Lecetiena shown for permanent lateral restraint or webs shall h BC DL 0.0 PSF e bracing installed per SCSI . DRW CAUSR7175 16195119
ections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and a
■_ NI r—' Cne Joint Details. unlace noted otherwise, Refer to drawings 180A-Z for standard Plate positions. 07/13/2016 BC LL 0.0 PSF CA-ENG BFR/PTT
1 1 Alpine, a division of ITR Building Components Group Inc. shell not be responsible for any deviation from this
draci g, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,
AN RTW COMR4NY 1,,,.......1..a bracing of trusses, OREGON
A...I en this drawing Cr mens p.ps listing this arming, Indicates.m.pt na.of professional anpin..rinp c TOT.LD. 42.0 PSF SEQN- 53985
raapsnaIbIlity solely w rodesl�r l.Amu mol ability and mat or chi.draping far shy stnvaora Is the (i wCY 14,20' `0 OUR.FAC. 1 15 FROM BB
8351 RovmaCutle r..p.rl.lblli r the building Dapi eeeIt Tan'
Sacramento,CA 95828 For more information se this Job's general.Rtes page and these web sites: SPACING 24.0" JREF- 1VSB7175Z07
ALPINE: aw.alpinoitaa.com; TPI: sw.tpinst.org;RICA:asa.abcindustry.com; ICC:saw,icceafe.ore RENEWS:6/30/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - 01)
Top chord 2x4 HF #2 120 mph wind, 23.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6.0 psf.
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500'
:Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
4X5=
ii
1.5X4\\\ 11(Al\‘4///
.p .\ 6.
9-9-14
10 T \
3X53X5
3X7(E3) III
Ali*
1-
1-2-1
3X5=
5X5(E3)= 3X5= 3X5= 3X12(E5) III
1.1 .J
L. 5-8-0 5-1-7 I_ 5-1-7 I. 5-3-1
7-4-8 .l_ 6-9-15 -1 6-11-9 'i
I-- 10-9-7 _I. 10-4-9 J
E21-2-0 Over 2 Supports >{
R=1009 U=60 W=5.5" R=932 U=47 W=5.5"
RL=174/-181
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0, - OR/-/1/-/-/R/- Scale =.25"/Ft.
••rAR111NG1••WAD AND coca ALL NOTES a THIS otMglNBI �� GIN:A.,.`rS'_ REF 87175- 67230
Truss Co. ,nnents of Oregon (503)357-2118 ••ItYpORTAIR•• FURNISH THIS BRAVING TO ALL mmaACTORs Ixcilning THE INSTALLERS. : TC LL 2$.0 PSF
825 N41n Ave,Cornehus0 97 13 Truasae require extreme care in fabricating.ng, Safe handling, shipping, installing and bracing. Refer ande fallow A 4.„ E-$. G TC DL 7.0 PSF DATE 07/13/16
the latest edition of BCSI (Building Component Safety Information, by TPI and wTCA) for safety practices prior
to performing these functions Installers shall provide temporary bracing par BCSI. unless noted otherwise, it
83294PE
top chord shall have properly attached• rel sheathing and bottom chord shall have a properly attached
,. rigid selling. Locations ahem for parmenentt"lateral restraint of paha shell have bracing Installed per NISI >' 11
BC DL 1 0.0 PSF
A- 1�� sections Na. Ni or 810, as applicable. Apply plates to each face of truss and position sheen above and a DRW CAUSR7175 16195120
the Joint Oeteils, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 07/13/2016 BC LL 0.0 PSF CA-ENG BFR/RTT
Alpine, a division of ITW Building Components Group Inc, shall not be responsible for deviation from this
drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,
AN ITP COMPANY instal lotion a bracing of trusses. OREGON
• A..ml an this dreuing or ardor page lining thio drawing, inddlpmb.•e.•pt he.of pref./Hens'engineering J4 w c TOT.LD. 42.0 PSF SEQN- 53982
reap•lls lblllq solely for she design elnmenn, lir sultablliq and l of TJ11•drawing hon any struetare Is cis 4 Cy 14.10
8351 Reuses Cwcle hwepenelaiilty of the Building Designer per ANSI/TPI 1 Sed.:. �$I'1'I'Tat+,i® DUR.FAC. 1.15 FROM BB
Sacramento,CA 95828 For more Information se this Job's general notes page and these web sites: SPACING 24.0" JREF- 1VS87175Z07
ALPINE:aww.elp ire itw.cen; TPI:sww.tp inst.org; RCA:worm sna;induatry.cem; ICC:www.iccsafe.org RENEW 5:6/3072016
TNIS MG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - G2)
Top chord 2x6 HF #2 2 COMPLETE TRUSSES REQU I RED I `
Bot chord 2x6 DF-L SS
Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Nail Schedule:0.120"x3", min. nails
:Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.652' :Lt Wedge 2x6 HF #2: Top Chord: 1 Row 112.00" o.c.
Bot Chord: 2 Rows 1 4.00" o.c. (Each Row)
Special loads Webs : 1 Row 1 4" o.c.
(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails
TC- From 68 plf at 0.00 to 68 plf at 10.79 in each row to avoid splitting.
TC- From 68 plf at 10.79 to 68 plf at 21.17 4" o.c. spacing of nails perpendicular and parallel to
BC- From 10 plf at 0.00 to 10 plf at 21.17 grain required in area over bearings greater than 4"
BC- 1223.65 lb Conc. Load at 1.44, 3.44, 5.44, 7.44
9.44,11.44,13.44,15.44,17.44,19.44 120 mph wind, 23.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Wind loads and reactions based on MWFRS. DL=6.0 psf.
Deflection meets L/360 live and L/240 total load. Creep increase factor JT PLATE LATERAL CHORD
for dead load is 1.50. No SIZE SHIFT BITE
4X8(R) III 5] W4X5 3.75 L 1.25
6 W3X7 S 4.25
[14 W3X7 S 4.25 -
PI [15 W4X5 3.75 R 1.25
•
10 I- -i 10
4X5[5]4111
11111111
4X5[15]
.4 4 9-9-14
111111)66:
��
0-10-0 g'1 i �- ■■ j 1-2-1
T _ 18-Z-4
= 3X7[6] III 8X8= H0508=
6X8(B2)
6X8 E5 III
3X7[14] III
5-4-12 - 5-4-11 5-4-11 3-1.` 4-11-14--•-I
10-9-7 10-4-9
N 21-2-0 Over 2 Supports
R=7075 U=573 W=5.5" R=6817 U=554 W=5.5"
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00.0- OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Components of Oreon ((503)357-2118 ••1/ARNIND%••READ AIG FOLLOW ALL NOTES au rids DIMING! �+'i R p~F
825 N Ave,Cornelius OIt97113 '"I�NTANr" FURNISH TM's minus To ALL CONTRACTORS INCLUDING THE LNBTILLLERS. 4V1' Ss,, TC LL 25.0 PSF REF R7175- 67231
Trusses require extrema care in fabricating. handling, shipping, installing and bracing. Refer to and follow �. �0G IIY Ft. OZ TC DL 7.0 PSF DATE 07/13/16
the latest edition of BCSI (Building Component Safety Information, by TPI end MICA) for safety practices prior
-to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise. 14 88294PE 9
/11111 top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached lki
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI / BC DL 10.0 PSF DRW CAUSR7175 161 951 21
TO sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and
A Ol] I M Jalnt oeteila. unleae Orad etta wi.e. Rarer io drawinga 160A-z ran standard plats poeitians. on i
07/13/2016 BC LL 0.0 PSF CA-ENG BFR/RTT
IL J ' \V' Alpl ro, a dlvlslon of LTi Bulltllng Compore s Group Inc, atoll not ba responsible far any Eevletlon from this A
drawing, any failure to build the trues in conformance with A/L51/TPI 1, or for handling, shipping, OREGON
AN ITW COMPANY Installation A bracing of trusses. TOT.LD. 42.0 PSF SEQN- 53988
A MI an thick drawing or cover papa listing this drwing, Ihdlwtw emeptrw of profession.'angifwring 13 wtI D0► t
' responsibility solely for the design stain. TM.altablllty um of this drawing ,llg for any etrumOlra In the LY14.1 t
035)ROy8118C1ICIt raapnh.lbl l lty of the Building Dwlgnar per ANSI/TPI 1 Saa.2. S,V •♦ DUI.FAC. 1 15 FROM BB
Sacramento,CA 95828 For more Information see this Job's general notes page and these web sires: e[�Yah SPACING 24.0" J REF- 1 VSB7 1 75207
ALPINE:ssa.elpineitawMIC
.cam; TPI: as .tpinst.org; A: wae.sbcindustry.cam; ICC:www.lccsafe.org RENEWS.613012016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - B)
Top chord 2x4 DF-L #1&Bet. 120 mph wind, 22.04 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x3 HF #2 DL=6.0 psf.
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500'
:Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
design.
Calculated horizontal deflection is 0.17" due to live load and 0.24" due
to dead load. Truss designed to support 1-0-0 top chord outlookers and 5 PSF
cladding on one face in area (0) only, and 24" span on opposite face.
Provide lateral wind bracing per ITWBCG wind bracing details or per Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.
engineer of record. 2X3 studs require reinforcement at 70% of the length DO NOT OVERCUT. No knots or other lumber defects allowed within 12"
tabulated for 2X4 studs of the same grade. of notches. Do not notch in overhang or heel panel.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
applied per IRC-12 section 301.5. bracing requirements.
(S) Add 2x4 DF-L #1&Bet scab to be attached to one face Deflection meets L/360 live and L/240 total load. Creep increase
of top chord with 10d (0.128"X3.0") nails at 6" o.c. 4X5(R1)# factor for dead load is 1.50.
Top edge of scab should be 1.5" below the existing top edge
of the top chord. A
No SIZEJT S SHIFTAL BITE ��i�••,lf41��
[19] W1.5X4 S 2.50 (S) 2x4 x 6-0-0 �,`'r� �k;� S) 2x4 x 4-0-0
.ZSZ
ATci
cOgp
ditip
4.01 , 7-8-8
10 710
3X5�i , 3X5
3X7(E3) III r , 3X7(E3) III
0-10-0 �=
Ik=� 0-10-0
_� � �� ® 18-2-4 r
5X ( 3).--.. 1.5X4[19] III 5X (E )
(0)
Lel 10-9-12
1
R=961 U=42 W=5.5" I_ 8-3-0 I 8-3-0
RL=175/-175 R=217 PLF U=13 PLF W=4-11-8
16-6-0 Over 2 Supports
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: 1RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 OR/-/1/-/-/R/- Scale =.3125"/Ft.
Truss Components of Oregon (503)357-2115 ”NARMIM61••READ AND FOLLIES ALL TOTES ON THIS DRIVING! Q� NAF REF R7175— 67232
825 N 4th Ave,Cornelius OR 97113 "IIwltTvn" FNIwIBN MIS nnNIN6 m Au farrRAcrgRa INCLUDING ME INSTALLERS. `y(�fi wills/
F SS,�O TC LL 25.0 PSF
Trusses require extreme core In fabricating, handling, shipping, Installing end bracing. Refer to and follow
the latest edition of SCSI (Building Component Safety Information, by TPI and RCA) for safety practices prior �0 �l� F� 9 TC DL 7.0 PSF DATE 07/13/16
to performing these functions. t Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 63294PE _
,411216, top chord shell have properly attached structural sheathing and bottom chord shell have o properly attached Cr
rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per oCsi BC DL 10.0 PSF DRW CAUSR7175 1 61 951 22
,4 ��� sections 83, 87 or 810. as applicable. Apply places to each face of trussnd position ea shown above and on
t I the Joint 87 o 810. nappl applicable.
Refer to to eings eta of siendepo plate poo phone.
Alpine, a diose len of IT/Building Cmy,orcnis Group Irc, stall not be responsible far coy deviation tram this
07/13/2016 BC LL 0.0 PSF CA-ENG BFR/RTT
drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,
AN ITw CAMPANY Installation 8 bracing of trusses. OREGON TOT.LD. 42.0 PSF SEQN- 53941
A seal on this droving or cover page Using tole drselhp, indicates acceptance of prefsewlafal engineering13 ' de wC.
• rspeth
alblllty solely for e design shown. The suitability end um of this drslng for at/structure Is the 4 ZLY 14,28'_ V
8151 RovanB Cucle respmalbility of the Building Designer par ANSI/M1 1 see,:. s$@11 Tar t DUR.FAC. 1.15 FROM BB
Sacramento,CA 95828 For more information see this Jas general notes page and these nob Bites: SPACING 24.0" JREF- 1VSB7175Z07
ALPINE:www.alplreltw.coe1 TPI:www
.tpinst.org;PTCA: w .ehcindustry.com: ICC:eeo.icceafe.org RF,nFWS._bL70Y2018
THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - A)
Top chord 2x4 HF #2 120 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x3 HF #2 DL=6.0 psf.
:Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.500'
:Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
design.
Truss designed to support 1-0-0 top chord outlookers and cladding load
not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord Provide lateral wind bracing per ITWBCG wind bracing details or per
may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT engineer of record. 2X3 studs require reinforcement at 70% of the
OVERCUT. No knots or other lumber defects allowed within 12" of notches. length tabulated for 2X4 studs of the same grade.
Do not notch in overhang or heel panel.
See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
Bottom chord checked for 10.00 psf non-concurrent bottom chord live bracing requirements.
load applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
4X5=
10 1F11
11111/IN11111117111
10
:
5-10-0
3X550-00AIlllIIht
_ _ _ _ __�_ 0—0 0
■ ■ ■ ■ ■ ■ ■ *18-2-4
3X5(E3)= 3X5(E3)
3X7(E3) III 3X7(E3) III
I-- 6-0-0 L. 6-0-0 _1
1 12-0-0 Over Continuous Support
R=123 PLF U=17 PLF W=12-0-0
RL=11/-11 PLF
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 - OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components of Oregon (503)357-2118 a 1MUMIlNGIee READ Aro FOLLOW ALL NOTES ON THIS DRAWING! 9P ROp TC LL 25.0 PSF REF 87175- 67233
825 N 4th Ave,Cornelius OR 97113 ”IIVORTANT FURNISH THIS DOMINI TO AU.CONTRACTORS INCLUDING THE INSTALLERS. �(�G SS
Trusses require extreme care In fabricating, handling, shipping. Install log and bracing. Refer to and follow I N
the latest edition of SCSI (Building Coaporont Safety Inforlmtlon, by TPI and■iCl1) for safety practices prior �'w� / ,�4PE�41 OA TC DL 7.0 PSF DATE 07/13/16
to performing these function.. Installers shell provides temporary bracing per SCSI. Unless noted otherwise, V V Y9
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 1 0.0 PSF
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI ,,,.r— DRW CAUSR7175 16195130
lI'T�I sections 83, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on
A1�J I he Joint Octal ls. unleae noted atheralee. Refer to drawings 18DA_Z for tandard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT
I�1 ' SJ I Alpine, a division of IBuilding Components group Inc. shell not be responsible for anly ripping, from thin 07/13/20 16
drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,
AN ITA,COMPANY Installation A bracing of trusses. OREGON TOT.LD. 42.0 PSF SEAN- 53937
A M.1 en MIe drawing or corer pew listing MI.drawing, lYle tw aaawptanee or preftwielonal engineering �/a�tr t
responsibility solely for the design Mown. The suitability and Iw.of this drawing for any atrxew.Is the "4 414Y 14. t0 DUR.FAC. 1.15 FROM BB
8351 RDvana Circle r.epwwlblllty of the Building Designer par ANSI/TPI 1 S.0.2. 88@+'Tan'
Job's
Sacramento,CA 95828 For more information see this Jos general notes page and these web sites: SPACING 24.0" J REF- 1 V567 1 75207
ALPINE:aww.alpineitw.cos: TPI:eaa.tpinat.org:CTCA: awe,ebtinduatry.com; ICC:wwa.iecsafe.org ocxcurc•arwlbnl6
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - F)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x3 HF #2 DL=6.0 psf.
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500'
:Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member
design.
Truss designed to support 1-0-0 top chord outlookers and cladding load
not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord Provide lateral wind bracing per ITWBCG wind bracing details or per
may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT engineer of record. 2X3 studs require reinforcement at 70% of the
OVERCUT. No knots or other lumber defects allowed within 12" of notches. length tabulated for 2X4 studs of the same grade.
Do not notch in overhang or heel panel.
See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
Bottom chord checked for 10.00 psf non-concurrent bottom chord live bracing requirements.
load applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
4X5---- factor for dead load is 1.50.
10 10
1 1
3X5# 3X5��
4-7-0
3X7(E3) iii � 3X7(E3) III1 lilki , i
0-1�-0 �� : : ; : 1, 0-10-0
I/ 40-1-2 i
5X5(E3)= 5X5(E3)=
4-6-0 4-6-0
9-0-0 Over Continuous Support
R=124 PLF U=28 PLF W=9-0-0
RL=11/-11 PLF
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.' .. OR/-/1/-/-/R/- Scale =.5"/Ft.
•aWARNINGI••REAR AND FOLLOW ALL NOTES ON THIS WANING! D O REF R7175- 67234
Truss 1gents Ore onI503)357-2.118 F
•FMORTANr•• FURNISH THIS DARNING TO ALL CONINACTORS INCLUDING TIE INSTALLERS.
OP-
825 N Co.,al Ave,Cornelius o 99 l3 ,��� FSS TC LL 25.0 PSF
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow DATE 07/13/16
G.9 ��GlNictc �pZ TC DL 7.0 PSF
the latest edition of SCSI (Building era ant Safety Information. by TPI RGA) for safetycpractices prior n
to performing chase functions. tInstallers shell provide temporary bracing per BCS1. Unless noted otherwise, /.. 83294PE -T
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 6,717
rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing installed per SCSI ••` BC DL 10.0 PSF DRW CAUSR7175 16195123
sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and
LFII^ I `
e Joint Details. unless noted otherwise. Refer to drawings 1BGA_Z forsta..dard plate positions. O°
A _ ' \V' Alpine. a division of ITN Building Components Group Inc. shell not be responsible for any deviation from this 07/13/2016 BC LL 0.0 PSF CA-ENG BFR/BTT
drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,
AN ITW COMR4NY installations bracing of trusses.
OREGON TOT.LD. 42.0 PSF SEQN- 54015
• A pal en able drawing or deer rep Ilatlp able suitability
Indicates awehta,ea of gfor any
engineering
8311 ROVanaCrtCle reepenelalllby noisily for the design Mean. The wlpbl I icy ed w of this areslnwp for rq aLFlsaaro I.the �/ t r DUB.FAC. 1.15 FROM BB
rospgnialilty of the Building Designer par ANBI/TP1 1 Sad.S. Ly 14.Rg `�
Sacnonento,CA95828 For more information see this Job's general notes page and these web sites, 8@IiTat�, SPACING 24.0" JREF- 1VSB7175Z07
ax
ALPINE:aww.alpineitw.cmRw
; TPI:waw.tpinst.crg; CA: w .ebcindusnry.cm: ICC:www.lecsafe.org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - Fl)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF Std/Stud DL=6.0 psf.
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500'
Wind loads and reactions based on MWFRS with additional C&C member
Bottom chord checked for 10.00 psf non-concurrent bottom chord live design.
load applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
4X5=
1
/I1
10
10
3X5 4-7-0
3X3(R)
3X7(E3) III
1
1 ,,• 1.8.0
0-10-0 Pam
___k_ EL jIIIIIIIIIIIIIIIIMIIII6.allMIIIIIIIIIIILrIMI NINNII 19
9-1-2 i i
MEMM 3X5= 1.5X4111
1 i 5X5(E3)=
4-6-0 3-6-0
L- 4-6-0 ,I_ 3-6-0 J
8-0-0 Over 2 Supports
R=431 W=5.5" R=348
RL=28/-73
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0. '*`, OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon ((503))357-2118 w;WARMINGI""READ AMD FOLLOW ALL NOTES ON THIS°RANIMI (GI(L s
825 N 41h Ave,Comehus OR 97113 "*IWORTANr" FURNISH MIS MARINO To ALL CONTRACTORS=MINS TM MEM-LENS. y( IN S� TC LL 25.0 PSF REF R7175- 67235
Trusses require extreme vara In fang Coaatl,g, SfetyI handling, shipping, Installing and bracing. Refer to and fallow �4G FF,Q 09 TC DL 7.0 PSF DATE 07/13/16
the latest edition of SCSI (Building Cam,o,ent Safety Information, by TP!and lfrCA) for safety practices prior
to performing these functions.t Installers shell provide temporary bracing per RCSSI.r Unless noted etherise, �t1l./ 83294PE
top chord shall Tuve properly attached structural sheathing and bottom chord shall have a properly attached a,.
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bating installed per BCSI �/ BC DL 10.0 PSF
MA DRW CAUSR7175 16195124
sections B3. BT or 010, as applicable. Apply plates to each Tate of truss and position as shown above and o - _
A-
p�O N the Joint Details, nnleae noted atlerolae. Refer to drawings 180A_z for standard plata positions, 07/13/2016 BC LL 0.0 PSF CA—ENG BFR/RTI
J—' Alpine, a division of In Building Components GroupInc, ,hell not be responsible for
drawl n erpfor any deviation from this
ng, any failure build,as truss in conformance with AP lfTp1 1. or for handling, shipping. OREGON
AN ITW COMPANY installation&bracing of trusses.
A weal en this draMing Sr paper pogo listing sol.drawling, Indicate.aospta ee of profaaalsnai eegln.aring 1t/ TOT.LD, 42.0 PSF SEQN- 53997
reaps olbllity.*holy for this elusion.slgn.hewn. The suitability and uof this drawing for any.trsea.ra Is silo (t LY 14,26 40
8351 Rovan3 Circle e wsama.
s elblllty of the ge.lg,er parr ANBI/TPI 1 0CUR.FAC. 1.15 FROM BB
ell Tata.'
Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF— 1VSB7175Z07
ALPINE:m.alpineita.com; TPI:www.tpinst.org:MICA:wes.sbcindustry.com; ICC:www.iccsafe.org RENEWS:6/3=016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - F2)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC 01=4.2 psf, wind BC
Webs 2x4 HF Std/Stud DL=6.0 psf.
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500'
Wind loads and reactions based on MWFRS with additional C&C member
Bottom chord checked for 10.00 psf non-concurrent bottom chord live design.
load applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
4X5 -
1
io I Plii
10
3X5 i 3X3(R)= 4-7-0
3X7(E3) III , i
,r 1-B-0
0-10-0
if LIIIIIIII,s...jjllIllMIIIIIIIIIIMIIIIIIIeall111M1111111MMI
4_9-1-2 L /
5X5(E3)= 3X5= 1 .5X4 III
4-6-0 3-6-0
L 4-6-0 ....L___________36.-..0________j
1 8-0-0 Over 2 Supports >1
R=353 R=353
RL=59/-55
Design Crit: 1RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.►• _ '*_'r; OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss C ents of Oregon (503)357-!llS •°MNIMO Iee RFAB Aro FOLLOW ALL NOTES ON THIS GAMING! (GK rFS
825 NAve,Cornelius OR 97113
"IMPORTANT" FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. ( rr S TC LL 25.0 PSF REF R7175- 67236
Trusses require extreme care In fabricating, handling. shipping, Installing and bracing. Refer to and follow 0°5 , IN F� S .
the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) far safety practices prior Z TC DL 7.0 PSF DATE 07/13/16
to performing these functions. Installers shall provide temporary bracing per SCSIs Unless noted otherwise, QC 83294PE 77
top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached
rigid ceiling. Locations shown far permanent lateral restraint of webs shell have bracing Installed per BCS! / BC DL 10.0 PSF DRW CAUSR7175 16195125
I/
Ta
ections 83, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and a
■I' ,iu^ I the Joint Details. unless noted otherwise. Refer to drawings 160A-Z fmrstandard plata positions.
///�7��77 I \VI Alpine. a division of IT.Building Components Group Inc. shell not be responsible for any deviation from this 07/13/2016 BC LL 0.0 PSF CA-ENG BFR/ATT
drawing, anytenure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON
AN ITW COMPANY installation 6 bracing of trusses. TOT.LD. 42.0 PSF SEQN- 54000
A seal en this drwlry or wader papa listing tell.drawing, Indleetwe aseeptaes of prefWisn.l engineering We/ (fB r
• meepanalbl llty.eWenn.lely for the design. .n. The suitabl l lty ale ewe of this drwr
ing for wary.truat .1e the �y 14,2
8351 R0vanaC�k r..party ethe w
lbillr lldlry per Arsl/rPl 1 S.e.2.
h)•.IQar @8e1'�Tao�t DUR.FAC. 1.15 FROM BB
Sacramento,CA 95828 For mare information see this Job's general nates page and these web sites: SPACING 24.0" JREF- 1VS87175Z07
ALPINE:aww.alpineitw.com; TPI:ww,.tpinst.org;RCA: awa.sbcinduatry.com; ICC:wsa.iccsefe.org RENEWS:6/30/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - L)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF Std/Stud DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member
load applied per IRC-12 section 301.5. design.
Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure.
for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 9] W1.5X4 S 2.25
4X5 III
3
2-3-14
- a 9-0-0 1
1.5X4[9] III
2X4(A1)
7-10-4 ill
1"12
8-0-0 Over 2 Supports
R=426 U=19 W=5.5" R=326 U=17
RL=37
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0. _ OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon (503)357-2118 aa!ARNINGI"READ ANO FOLLOW ALL NOTES or Tins DIMINOi ((rte Z`S' TC LL 25.0 PSF
mpo B R 1
**IMPORTANT** FURNISH THIS SWIM To ALL CONTRACTORS Iwriwlr6 THE INSTALLERS. �w ��GINP��S'ep� REF 87175- 67237
825 N 4th Ave,Cornelius O 97 13
Trusses require e ire.° re In ng Com ones handling. ehiating• metalling aro bracing. attar to and(prior . TC DL 10.0 PSF DATE 07/13/16
the latest edifies or ncti(s. Inst corers Sha Safety prov Ie temporary
by ci and rBCSITCA) for eracy practices prior 83294PE 7
n to performing,ng l have
rproperly Installers provide ng and
bracing per all Unlesspr rotes atachedotherwise, A.
top chord°hall Mva properly n for pe man tura:lateral
restraint
aM bottom chord shall have a properly d per BC v.
ogilhba rigid ceiling. Locations shown far permanent letnral reatramt ar webs shell have bracing Installed per tC51 / BC DL 7.0 PSF DRW CAUSR7175 16195131
A��l 1 sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and •
tM.loin gets:'°, unleae noted etherw,se. Neter to drawing.1605-:ror etand.rd plate pea"Iona' 07/13/2016 BC LL 0.0 PSF CA-ENG BFR/RTT
(
drawing,
re, a ytai for oT Iguild lig truss
nts Group Ire. atoll not be ror for lhan for any deviation from this
drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping. OREGON
AN ITW COMPANY installation a bracing oftrusses. TOT.LD. 42.0 PSF SEQN- 54010
A awl en tail•drawing Cr ewer peg. listing this drawing. Indle tes eewpterlee of professional engineering 1) 'tj,, 14.Zg�
ra.poneihiilty solely for Ch.design shown. The.Niel I ity end me of this drawing for try structure I.she
t DUR.FAC. 1.15 FROM BB
8351 Rovana Circle ell at the Building Weidner per AY6iflPi t 6es.2. WeeH Tali
36crement°,CA 95828 For more information see this Job's general notes page and these web alta!:
ALPINE:w .elpireeses
ltw.com: TPI:w .tpinst.org: !RCA:w .abcinduatry.com; ICC: eat.iccsar°.org RENEWS:6/30/2016 SPAC 1 NG 24.0' JREF- 5
w
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - L1)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf.
Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member
not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design.
may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT
OVERCUT. No knots or other lumber defects allowed within 12" of Right end vertical not exposed to wind pressure.
notches. Do not notch in overhang or heel panel.
Provide lateral wind bracing per ITWBCG wind bracing details or per
See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineer of record. 2X3 studs require reinforcement at 70% of the
bracing requirements. length tabulated for 2X4 studs of the same grade.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets 1/360 live and L/240 total load. Creep increase
applied per IRC-12 section 301.5. factor for dead load is 1.50.
3r—
P W1 2-3-14
II
CM 0 Q 09_0-0
2X4(A1)
L1 ' 5
7-10-41"12
'11
1 8-0-0 Over Continuous Support
R=108 PLF U=35 PLF W=8-0-0
RL=12 PLF
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 'ri~•: 'Wap OR/-/1/-/-/R/- Scale =.5"/Ft.
TmssCo nemsofOreson (503)357-2118 •°WARNINGIaa READ AND Folio ALL ioiEs ON THIS awINOI (1G 'ls
825N4thComehus OR 97113 "I�RTANTe' NAnuHMIS°""u'sTOALL min°ACTORS INCLUDING THE INSTALLERS. j GINF /p TC LL 25.0 PSF REF R7175- 67238
Ave, Trus. require a In fabricating, handling, shipping. installing and bracing. Refer to and follow s.� 2
the dart ngities extreme
et loan,sha Safety Ie tempolar. by TPI and gOCAI for Unless
safety practices prior 88294PE TC DL 1 0.0 PSF
� DATE 07/13/16
to performing ha l has rproperly cache structural
shall provide tng and ry
boating per 8CSall Illi la ea paten attached '9
too rigid cei shall have properly n far permanent
e at rel ral re tr end bottom csnaihord shell braehave a properly d pecked
ceiling. Lacerti, a shown far parer c lateral restraint fa er feta shell hese bred installed r o BC DL 7.0 PSF tail R717
ca sections g �or e10 a applicable. Apply Iotas to each r r r gluon� � S DRW CAUSR7175 16195126
3. 8 s�p pp y p .pea t ps and pa es shown above and an 07/13/2016
O � Che Joint Deteile. unlane tl otherwlae. Refer to drew longe 180A-2 for standard plate posieie,n.
AI Ina a d wlaian of IIA aunm pent,gra Inc shell �t ba r Bible fpr. deviation from this BC LL 0.0 PSF CA—ENG BFR/RTT
A��0 N p eapon
drawing, any failure to build tha truss in conformance with ANSI/TPI 1. or for handling. shipping, OREGON
AN RW COMranNY installation A bracing of trusses. 136.0,1,0e71/113T/2a0016
`LLY ad, r TOT.LD. 42.0 PSF SEQN- 54013
A.wl w this drawing Sr ewer p.p Ileting this drawing, Inlllwt..ewptrw of proM.ls,sl engineering 4 14.= 0
responsibility olelyy ffo the design*hewn. The sulteblllty and Ire or this droving for aro structure Is the
@8 DUR.FAC. 1.15 FROM BB
8751 Ro1ana Circle
.w.pan. ty o ng gnrr per ANSI/TPI 1 Seca. @il Ta*'
Sacramento,CA 95828 For more Information see this,Job's general no pegs end chase web sites:
wmv
ALPINE:w .elpI eltw.com: TP1:www.tpnnst.org;WTCA:w .sbcind"stry.coe: ICC:e.w.lecsefe.erg MEWS:61302016 SPACING 24.0" J REF- 1 VSB7 1 75207
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - J)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=6.0 psf.
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500'
Wind loads and reactions based on MWFRS with additional C&C member
Truss designed to support 1-0-0 top chord outlookers and cladding load design.
not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord
may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT Right end vertical not exposed to wind pressure.
OVERCUT. No knots or other lumber defects allowed within 12" of notches.
Do not notch in overhang or heel panel. Provide lateral wind bracing per ITWBCG wind bracing details or per
engineer of record. 2X3 studs require reinforcement at 70% of the
See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade.
bracing requirements.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5.
for dead load is 1.50.
A
i
AI
W1 5-8-5
3X50
0-00 � II
11.11111=6...1111111111111 =.111111■ ' 1 ' 9-1-2 r
1 /
5X5(E3)
3X7(E3) III
5-8-4 m
2
sE5-10-0 Over Continuous Support
R=123 PLF U=42 PLF W=5-10-0
RL=52/-9 PLF
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 ';"'".: - 'op OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components 503 357-2118 "MARNINGI"READ AND FOLLOW ALL NOTES OR THIS NwIMGI ,clG E.SS+
apo (( ) FURNISH THIS DONNING 7R ALL / TC LL
825N4thAve ComellusOIt97113 ••IONORTAMr'• CONTRACTORS INCLUDING INSTALLERS. 5 GIN 25.0 PSF REF R7175— 67239
E O
Trusses require extreme care In fabricating. hartlling, shipping, installing and bracing. Refer to and follow 0 � V
the latest edition of BCSI (Building Component Safety Information, byTPI end RTU) for safety practices prior (V 83294PE 4 9 TC DL 7.0 PSF DATE 07/13/16
to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, of f
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 10.0 PSF DRW CAUSR7175 1 61 95127
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI
sections 03, 07 or B10, as applicable. Apply plates to each face of truss and position as shown above and on
■I�n .c.,-;-1
N ro Joint Details, unless noted otherwise. Refer to drawings 18OA-2 far standard plate positions. 07/13/20 16 BC LL 0.0 PSF CA-ENG BFR/DTT
Alpine, a division of ITN Building Components Group Inc. shell not be responsible for any deviation from this
drawing, any failure to build the trues in conformance with ANSI/TPI 1, or for handling, shipping, OREGON
AN ITW COMPANY installation&bracing of trusses. •p TOT.LD. 42.0 PSF SEQN— 54005
• A eel en this droning Cr ewer pow listing this droning, Inntleew amwptaroe of professions'engineering 4 �Ly t4•gGdb -
ranpenwlblFisy lely far the r 1P11S suitability end w of this drawing for ag'etn.,etae le di. 88e h at DUR,FAC. 1.15 FROM BB
8351 ROvanaCVClt raapa elblll of tie building Gael /1 Ta
Sacrame0G1,CA 958z8 ALPINE,wear I more
tassel TPI see this Job's general notesimwcin and these web a itea: RENEWS:6/30/2016 SPACING 24.0" JREF- 1VSB7175Z07
a P www.tpinst.ar9:NTCl1: .abcindustry.oam. ICC:ww.irssafe.org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - J1)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF Std/Stud DL=6.0 psf.
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500'
Wind loads and reactions based on MWFRS with additional C&C member
Bottom chord checked for 10.00 psf non-concurrent bottom chord live design.
load applied per IRC-12 section 301.5.
Right end vertical not exposed to wind pressure.
Deflection meets L/360 live and L/240 total load. Creep increase factor
for dead load is 1.50.
1.5X4 III
A
10 1 5-8-5
3X5�i
J9-1-2
1.5X4111
5X5(E3)
3X7(E3) Ill
5-8-4 %I2
FE---5-10-0 Over 2 Supports—>1
R=337 W=5.5"
RL=93/-49 R=251 U=31
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 ';Ar'4, 13'jop OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components of Oregon (503)357-2118 'WARN MI•• READ MD FOLLOW ALL NOTES ON THISORMINOI qe ,ozs. TC LL 25.0 PSF
825 N461 Ave,Cornelius OR 97113 IMTORTANr" FURNISH THIS DRAWING To ALL COMACTGRs INCLOHNO THE IKTALLERB• `y G`IN F o REF R7175- 67240
Trusses require extreme core In fabricating, handling. shipping, Installing and bracing. Refer to and followI�
the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) far safety practices prior �� 88294PE �' Z,r TC DL 7.0 PSF DATE 07/13/16
T. sections
performing these functions. Installers shall provide temporary bracing per SCSI. 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 mobs shall have bracing Installed per BCSI BC DL 10.0 PSF DRW CAUSR7175 16195128
83, B7 or 810, as applicable. Apply plates to each face of true and position as shown above and o
1 t J )I]N he Joint Details, unless noted otherwise. Refer to drawings 1130"-2 for standard plate positions. 07/13/2016 BC LL 0.0 PSF CA-ENG BFR/RTT
/� L.f� Alpin, a division of ITu Building truss
in cts Group Inc. shall not be responsible for any deviation from this
drawing, any failure to build the truss in Conformance with ANSI/TP1 1. or for handling, shipping, OREGON
AN ITW COMPANY installation.bracing of trusses.
11 , 14 �Gd, r TOT.LD. 42.0 PSF SEQN- 54002
A s..l en this dr elng or sever pegs lining thl.drawing, lenient./sss.ptawso of pref.wlenel engineering 4 Ib
' ree�peseiblllby solely
flethe Bull Building Dalggn.r pethe design r ANSIT suitability SSend n..of ml.drawing maw any structure I.w *well Tao asst OUR.FAC. 1.15 FROM BB
8351 RoNsm CnIe
Sacramento,CA 95828 for more Information see this Job'.general notes page and these web sites:
RENEINSI WO/2016 SPACING 24.0" JREF- 1 VSB7175Z07
ALPINE:www.el Iriel tw.com TPI: inat.er RCA: www.abcinauetr .cow ICC:www.iccsafe.org tp 9, Y 8
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0716072--JT ROTH CONSTRUCTION -22155 Lot 5 -- VERIFY VERIFY, OR - J2)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x6 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF Std/Stud DL=6.0 psf.
:Lt Wedge 2x4 HF Std/Stud:
Wind loads and reactions based on MWFRS.
1 Special loads
(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Right end vertical not exposed to wind pressure.
TC- From 68 plf at 0.00 to 68 plf at 5.83
BC- From 10 plf at 0.00 to 10 plf at 5.83 Deflection meets L/360 live and L/240 total load. Creep increase
BC- 352.90 lb Conc. Load at 2.06, 4.06, 5.77 factor for dead load is 1.50.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-12 section 301.5.
1.5X4 III
i
10
3X54
# 5-8-5
1
/I ■
0-10-0 �
it
•� J _404-1-2
3X5 III 3X3=
3X7(82)(R) III
2-9-4 2-11-0 1"12
Inc
2-9-4 3-0-12
F5-10-0 Over 2 Supports
R=567 U=5 W=5.5" R=948
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=296(096)/4(0) 16.01.00 ► +-- •` OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon (503)357-2118 w IINGI.• READ AND FOLLOW ALL owes ON THIS DIWINOI
825 N 4th Ave,Come)us OR 97113 "IMPORTANT. FURNISH THIS°IWINO TO ALL CONTRACTORS n6W°INO TIE INSTALLERS' `g"�"� �.IN c S6> TC LL 25.0 PSF REF R7175— 67241
they latest editionextreme
BCSlcare
(Building fabricating, handling,
Se ety Information, installing
and IRCA)rfornsafety practifer to esfollow
prior in, �� CFA ti TC DL 7.0 PSF DATE 07/13/16
to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, �WZ�PE 9
top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached /
rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 16195129
section.Ba, 7,or 810, es applicable. Apply plates to each face of truss mho position as shown above and c _
/� Olt} I r , the ane, Getai i sicca,stem ing Components
Refer to drawi,he,BGA_Z far ataward plahe n;devina. 07/13/2016 BC LL 0.0 PSF CA-ENG BFR/RTT
A r� ' v I Alpine, a division of 17B'Building Cesponante Group Inc. shell not be responelble for airy mvletion from this' drawing, any failure to bund the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON
AN 1TW rAMR4NY Installation A bracing of trueae.. �/yS TOT.LD. 42.0 PSF SEAN— 54008
m A soap on tills drawing;.r mows ppm listing till.droning, Indicates.sapt.ro•of prnf...l.n.l.nglnsring 3 'V 14,1A�
ra.pwelblllty.ol.Iy Por the dslgn shown. The suitability and le.of CII.droning for any strl w I.the $ ,c DUR.FAC. 1.15 FROM BB
8351 RovanaCfictt rsperelbl l lty.f til.'eliding p..lper par AINI/TPI 7 Ss.z. 8e I'liar ,.
Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: II �l SPACING 24.0" J REF- 1 VSB7 1 75207
ALPINE:ws.alpineitw.co.; TPI:snm.tpinst,org;?FCA: wwa.sbcindustry,co.; ICC:www.incsafe.org RENEWS:6/30/2016
1,. tyle >±-.Ud (<e'In r crl E= r,'ent. Detail
FheL / 10: 1 '0 ph A/I
� -
n6 pEF>c , 130' hlie0n ;
For- L-_ t-In ‘,/��er I/ Al s I l ,Ele Tr Liss 1Tha te (sizes
71�Yn ��+ I Refer to appropriate Nees, gAble d tcll Por
Anout Y� 7' ninea
pinte sizes 4Ior Pphtico'. .,tads.
(pkeP r to tea f c=al desks,. Pcr peak,
A ��/ _p V- 1 1 LG _,
1- /
ya /�I I a jl
/ 0y.)1P gal lc ver tI r 1 ora tic oven p use
/ / ��� -1rngl late That covers the total are_ of
// '9t the overlapped plates to span the web
�' \� �1e7 -yi,
/ ,-�/1v *.cal >v - cnpe� j - l
��, n� L`e gtn 1
T
I >1 'll t / 4 -ted II
1 \ -. II 1
--. "T h e'rfo cement Attacl meet, tbst
all
/ T Reinbor,,ne 40 PeeThorsing/ to Rectos,
Nletploce
,1s) I ��� t:� roe — Oh — tne—nail
II
1
/+_S o nye -h or L to i reinforcing -nbers, II
H r Iltiply T in,r ease hy !hos Oh (loosed r
1 Pr ovlde c lrc tIo for' ...Albi. specified on the engineered truss design. pprzpre.)r Alp'ne yaEre a CrIU. 1
A t cash a folic n4 member- with 0
End I) o-r� Neil y, l 'rabirstr 1,ow,ble 'Tr� o ce I gat yen boat I
190 Condon 10 1487, 3.Zetr. Nails at 4" Coe, plus I Ientoth is 14' fro, top to bottom Thor,l.
(4) ociES in the top anal hot tom Chorde-
1 `T" r,21nf r ing 1lc rnber li r tar-pct Ir Is r, -rat.n size,
Rigid �eathh g _ mtilA A N I specie, 0d t t^ L re.r f rain rn6 Sr.
Clgl g
10d 10 ..114. ToenailsAt 4 plu //t b LFr1gth I I_-rIS se IN 1T„ „i rtcp
k 4 Nala i41 + Is In ohetop and hot ton chords
This cletai1 40 he hsed with the approptoate Alpine gable derail for ASCE
Nrr e Inc es
-, I
7r
I
P r cig wind toT 1 .4 3J 7
member l— . _1
ASCE 7-05 Cahle It 20 �:I ' I . lExample,
l 051014 Al J U 7 r 4, 111015051014 A10015051014, 401 1051014, I AOC.: /
7-10 ,..n it 1 J not-.1 0 n ,I,
A130300541014, 1-O'3011rl 14. A110800,71014, A100301151014, A140430051014 1 Mean 4 Height 3C1 t 1,00 l�
[.ably i I1 IIs 1 _r
it-.lis {I p eed At I AS 7-10 Gabe Deoctil Dr c.wings, I Gahle Vcr cal 2rho c. SP 93
4" o.c 1 411515ENC101014, A11.80115E1113101014, A14015-NC10104 A1h01 EI l '12014, r_r-I t or cing Meriner Size A 244
Ii 1 1 414015k.GC101014, 020015ENC101014, AE IU 5END10 1114 A'20a1SPED101014, I r 111 1 Inc,ease 18.. Above) 30% - 1.30
Al1C ftNC101G14, A12030E,JC101014, w 140.;0ENC1010.- 4120 arNC1D1014, C1. 2y.4 L" Brace Length _ 8' 7"
A18030 ENC101014, Ar003OE NC;191014, A20030END101014, A20030PED 101014 004441-, 43 Re-PP-Forced Gehle Ver tical Length
30 4 8'
ee app,sp. to l ,u-,c gable detail for. r:u: Ioh, unr-inbor'e..d ,table verticalcal ength ____- — _ __ _- -'1
.
Mail-
� Calling
EO
PRO
WARNING. READ AND FOLLOW ALL NOTES ON THIS DRAWING '<e41 S� L'— 1
"- �i�
vEpT
IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 0vtGINEI� O F f
C
Tr hi,ses requice
ocarei in 04 t g.h di g. I p g "tall' g and bra 1 F-- t r and _ 4 4
holo latest at f g Bed o C i, n t v I t
. ' r by Y1 r E - fety g/ 88294PE 7 DATE 10/01/14
r .rt I p a tr f t t Il _ 1 p. idu th,,,poriary hhocing pier KS! -- --Unless t. otn , 00 o I h -opAl-at/Ached _ t l g hotter, chord ��� [[ rr 4
�ha11 E.E.A. roperly otta ed rigid c .�y Luc r 1„r perr,oreh, aterol r int of webs DP\,16 (..]BL_LL iA`�1.�14
"'-I boll 1 t L ll t B3 B7 '10 1'-abi Apply tto cosh face
�,i t a� th C Dp-t orhe._ ootedp,e h 07/13/2016
t p t 079a
divisionf IT,/ e I I 9 e t l , p r - t _ p L „ a ,
AN JVLJMPP IJY r t 'I bli TP, f '- t 4ITILL f 1' r 1'
• tail by f t �wt4r�o� �� CI LE, 1 ��
A this drawing orcover page listing this drawing,indicatos acceptance of professional �4'$e•'.raa II-�� [-Ai:.
engineering responsibility solely v for the design shown. The suitability and use of this drawing D11rv, ANY
13389 Lakefront Drive for any structure theresponsibility of theBuilding ll ig e per ANSI/TPI I Se 2
Earth City,MO 63045 Fr,w foen w h job's 4 e uI not C. and th _a a 1wµc RENEWS:6/30/2016
fr[01. 'SPACING 24,0"
AI-PINE, w alone'* T'.' tp'nstor� .4CA'i coo s0r .Jue,'hry.orgi ICC. w 7,.f e,org
1.�10-._ / l0: r'�� f�lr0 1-0- r�� e'ur i t lq; 1 I 131 i-n°_ F- r, L':,~;! I ;3i�ll'�,- POL1)r''lh'!C� ,: e3 !E W+ :O. [ J.ICJ L EiP L I'-C; ✓/iinCH Dhi11 (1 LI FAG ALL11f;l"lE"Fl _ t, IA- f C l'tWp 3
iPO f 4L. 3 'f t., Me an H ]-t, (� � f- / 1 r1 IU cA t I1 Com, olio. H �L.ess than I'1 4'6 -- no „5t i-c1 �Ibr o. =ing r..eq ir.F El
100 mph, ?Oft Mean Hilt, ASCE 7-10, Einc.loeol, Exp D, or
O mph, +
3iJr, h1ro n H t; A E sPILO, hart. E u Ir,, _ .I, Exp C, H 6i-eater r ti';
l"r ' to rl >r_gt I
k.st 100. Wliid T C EL 55,0 J.Ds WInH EC D;__ psi, provlole a 2E!F, s t 1 f f!Inock a t n,,lcf l it=)Prf 0r16 r-lr ace stlfft.;acH
to roof' diIphra Orr every 6 (L!!,,PP El Lt.ail below or
4_rtc rol chord L9I9 CAC:lFly, ILgal nelr. -nts efer to DRWG 412 1,0 , 1 101014;I,
Top! Continuous roof steel tiling
Dot! Continuous ceiling diaphragm H 6rea-ter t ,=gin 7"" to 1c'0" riax!
provide a r'x6 xtIEEkor ck alaid-hieig,rr t a_nlp kora;-e
Gee Eng'ineer's seo.Led ce .ign LI sng ti-Us cJetail to roof diaphragm every 4'0" (see detail 6,elow or
for I IEB,Ener, plates, and other iI forma ton Elot shown r sPel- to JL WG 412'030EGJC101014),
on tri=, de t o.i!,
Tip 1 onr.l Ex L-reinfor-r =anent attached
0.o:i-,: 1001 ksoB. or r,_,Ir '0128 x;",L!n> Hall to s t i E F lo a.c L-L with 10 c lox or gun
r 0,1?8" x :3', min,) nails L 6" o,c,
i
T
N _ L
2 X a Bloc king i.--14--
;j' ��
r,alll to t ! �
i
T 45° s'ntot.h,rig and ► i4" ^,ra.x -E ' '�
_..-Ch -tr.I5 ICL, 1 rrvP,
1
H/c r- 4 e _- r
olio frnal r- ac � /
attach CracIn end `. I
roc 560# ! \.
PLIP
— �� r , — �T �i�
= i �,�� .0 CJFItIr,l;l{,1.1 Bearing r„ir.,C1 / / I
24.6 #2 Gtlf Hkiack
tta=4',ed t;o e oc'In
t(El 6 w 4 1061 IToi or guru (0,1E' 3'' X r-ln,) nalls,
ai*WARNINGH‘w READ AND FOLLOW ALL NOTES ON THIS DRAWING! '(Q� �E �7E WHALER
IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `G� aGiNFFn O _ _ _ --. _
Trusses - yu' 'e ,
Iah t q c. dL 2 sh'ipP t 11 J d bra P. - t and c /• "_i lir
DATE
L
V
f uow the latest sitlonroof AC'1 Budd g carcoma t Safety I r hator Uy TPI and B A- Forf tvor
((� 63294PE �I (, [ lU/�l/1
I.. tlces prior to perrohmlog ticecfe cuho 1:' - , t shallphovd._ tempohor yfaaaloo, B ____ .-- .___—..__._'_-
U noted othert_ chord seal h attached , t I h 'tl hJ t cord �/�'
hallh, e a prop o teed cool Iny, Locato ; hoa for p-' c;,,t of wok. I)RWCI ;!F'1 �T101014
- 11 , t teat., b osa end F e tatted p BLI e Ba, B7 BID, pr ail Applylateral
to each facevai 07/13/2016
i P fat 1 q 1 OF Z os.taft, es _f or stalfaLaraf Fl - 6. J t G-' e J th se. -y,/,�,q,,/A6,
alp f f T,✓ D l rp t �a F hall V, r p to r y d_v t- from O
HN ITW:_omPA11k , ,1 shy flaw, T t a = t , eo f -ce "t ANSI:VPI 1 f h 1-g, sn:ppi ng. �►
br p f "btru.2o'�' 0 144 ti, 0 D, GF
A cseal on this drawing o cover page listing this drawng,indicates acceptance of professional �� �N -- - --- --- -----
engineering
--—
engine g responsibility I ty f thedesign shown. Thesuitability and of thisdrawing $en Tan '
13389 Lakefront Drive for any structure Is the p blity of the Building Designer per ANSI/TPI I Sec 2
Earth City,M063045 Ae J � e1r3w RENEWS,6/3017016 MAX, SPADING wam ,e.0cora ,F1, maw tp,st.o'aSDC Amv>4. ctirg;,t_ wawc.5c.e, y
Lam ' iL11- JI � '1 i �1 1 hlP � : I . I , lz H
Re!nf P 4.C" HPnt
This detail is to be used when a Continuous Lateral al F _syra nt CCLP Or
Re+rr
is specified or a truss Cf ign but ars al ternatl•se weh - IRPir-1 Or-Lr r1 -PCt, or
nFrr c evert method is desired, L-P -inf, "Cy<
Apply to either side oh sen narrow Face.
ttr,Tc 4 \W-Lia 1 4 :0128'w3,0 ,rain;/ hails ils
of sits Rr r tsrcing member s Lc
k t P, minl^iaM 804 of web �
[lent)cr length. j',
A ,
This detail is only applicable COL C hangir.g the speclf;colI C A
o'wrrF r 'e� nt r
0 PI sealed Se ;{gI s to T r e;n+ore ai er
��
orcerAen <� �-
Al
terliati;nth; n orrTrent specifled ternutivr re farverrenin chort a conservative N. i r\ -2
F or t r u .
e rn + siyr a
with cr.rpr late Itli \-
r_InFU eraent type �
T-ReinF, L-Re'rnf,
1 W_b Member Fipecir ieu C I_K Alternative rnatiK or ec HIL r tt,
i Size Restraint T- or L- Pearic cub Paint' f fiL✓1
2.6.4 , OW 4 4 Apply scat-Ns8 to 0, t o r J. W
2.63 or 2 44 t rwS 266 -244 No more than ly r C per face,
-
1-1
--- At to ads iNithi 16c1 01.139"32.0" r n/,t Halls
246 ovP3.4 1-266,
r nlr�,rr en a I
504 o ser w r s
r,c h infer r c r
row L :b r R' wel. ne i' g t4^
s 1 row 236 1-2w8 I
Scala Peinh, I
T-4-einhorcerrent, L-re'rnfor cement, or scab reInf or c eNerit to be same
species and poode cd- better than wish member ttdess specified I
6-
other wise OP Engine sealed de 'g i. It 1304 i -i"
sr
1 not
Center Seob Ohl wide Face o1 web. Apply lr scab to each
face of web
WARNING I READ AND FOLLOW ALL NOTES ON THIS DRAWING `yY G'M� Ssa' TC LA P P:F rr'R F CL r: l I o s 1_,
1MPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `
Tru 1 t ab J. N J 'pL 5 t Il g o R - to and
fo.,ow the l t t d t ELSI te :Id A p.. fty r t' n by TrI- d A f ty C� �� Z 7 DL h.`>F .ATF LL/J1/1+
p-art 'or t p f g e r t u r .Id- temperer r h g e ',. �C/ 83294PE
unie.e - th -,,o + au - rep -It r 1 l l atI d t chord t. / FC DL PSI: llrlG f
RLl P107.4
idnii raperly I.0 red rd � -.g Lar fiprr,onen atera ,t a welds
/ C
L hc.LK b � 'toll,/ 6l. I AT E/ Sl, ppL,n,t ApL� p o .orh face
SI f tr p G K thet d t i
07/13/2016 BC LL P SF
F-- -r , c .z
ai ° t
p I. ITV' B l mp tL. p - P Y y r iron L) L.D. PPF
AN IT 0.7 WDAPAP r this dr owing, on, f l to the ', co,.rormonce w.tn ANSI/TPI I, 0, for llondkng. ,,p' d,
� �
.tail + 5 br f tr• Y14,24 0
A 0. drawing r < page listing th drawing, indicates acceptance'e ofpssona !enyineng responsibility solely forthe design shown. The suitability o d of thisdrawing eft
Tao
•
D P-. -_A' L
for any structureIsthe responsibility of the Building D g perANSI/IPI I Sec.5.
- — ----
13388 Lakefront Drive - - --- -- ----- -
r r,re info,motior. see this job's
oge
Earth City,MO 63045 ALPINE.
wove,.ojp.re'tw,cr' T1; 1,1,^i1,1,^i wtp sr org SE AI td
www slocoustr, rg, IOC,CeL e.
_csu ,org RENEWS:6/30/2016 �.r HCL I
1_i0 2)E L H E-'F'ln Pip r" c Pr)E'1 it ,r)of-Eo 1.
C E. /-1CI: 1P 0rr1ph Win11 Spc z'el, 1'5' M 55;n H e e)h E Acle sppl, E >:pcl 3,131E e E2,, e z t, O
Er 100 mph v/Inal p=,,,d, 15' Mean Ha.49,4419 Partially ErIclosec1. Exposure C. 1:zt 1.00
Mr 100 NiD14 bslod Speed. 15' Mean Height. EI closed, E-ere 14 F:zt = 100
k 1 --- _ T _..-T -- - -_-- __-- --
_
c 4 �r : 2 Cl 4 "L Brace I (B, oy4 I Bract * (c 4 I Be v+ 1) 2x L Fra e . 112 2,09 1 Bracer Bracing Group Spa-des pnd f aclec
Glc.c e,ti_al a z I _
Pl _ r-,,,,,,,, Biu e - ou uup , r laF A Group E Ir Group H �C ep E Croup .-iii B r Ip F B _ )r o),nA'
t Lr a Ing - - _ - - r -
1 1 #st.� -»r 4 tU 9 _ 0 6 t c.' B M� 11' 11 5 11 10Y' 14' 0 i. 1 0„-- 4 0' 14' 0„ L 1 / B I___ u,_d_ tt_ Stud
ID r # / Cl 3” �.' 9 1 1 `1°- 1' 17 14 0 1 0 ,4 0 1 U' B c u4 B3 t nJard
CTT I_� _ E - M- - - - -- -
F I—
-- __._ - coos. - --
Ondar p 4 /" E r' 0" B' 11 9 5 1 F ll 10" 1 1(I 14' 0' 1 U 1n 0"
- ougic Fir-Larch rutherr Fn=ww+
4 z L 4 J" -4- 4' 70' 10 14' Cl 17' 0'
14 0 1 0--r i B3 B
# 4 10 1 1 b' 14 0- - 14' L' 14 9 1 U" 1 -- �"� - uc
�. -_F. L - tG card __
# 4 7 J F _ 1 11' __ 11 11' _ 14' 0 14 0" 14 h I 14' 0"
4.
I 11 F E d r U„ t 9 11"
,--1 11 11" 14 0 14 0. 14 l 1 0' --- - _
c 1 F a r'1 o d 4 6 __F y_. ... i;-1 11 --17 1 113 1`+ 1 00 I 1 0 .4 it. -J- 14 0 -- 1 Croup B
5-5 1 1 #1 # �- _ _ -- - -1 14'....0 Hem-Fir
4
B901.9-40.4d 5 3 4'-H "" -- �' __I� 1.5' 10" 11 4" ---1., i)" 1_. i 14 1, 14' r :4 1.1 14' L & Bt,
l 11+' L 14 0' I r
2Bt4 L-
c+d S 1L 41" ]1 1 0 1 7' 1 1_ 9 14' G 4 n' 1'F' 0" - -
-- + i" C" 11 8" _L 13 4" _ 1'' 1U" 1. 0 1.4_ r4 0 14 D `'r Southern ...
t-- 1 Bol oil F;r-
1, l #1 1 5 y t F ' 0 iii l I --- - --
1 41
DA 1"
� # 5 I p r--- i- 11__ 0„ �5-e ..._-_1 3 I' 1 „ 1 i' 0 14' 1 14 G, 14 - B _ _a2
-___ i„ 1 ___- -- _ x4 B e, -h. li c SRI C t -Rated Boa d l
�ADD ��I- I ' S c" 9 J Ir 0 13 1 1-' °" 14' fl 14' 0 _la 0_-_ 14 0"
I
- - - .«w»:Fo Pine sc / U t 'al 55 P
tondo I 5 / C 3 0" _C a 1G 4 13' 0'.. is 7 1 0 - 14. 0 14 f" 4 U" Ing tr al 45Strops-Posed Boor dtrot Bi
41 A #4 - 5 1' 10 4" 10' 8" - ' L 1 8' 1 14' 0" 14 0 14 lJ 14 F 4 veil e, av b 44 with these- q .des.
'-` I.BB #3 1 5 0 10' 7" ,r' 0" I2 6"
11 0' 14 0 14 0 14' U" 14 1 _--14 v f
t-t J r I 5' 9- 4' -` 1 7' it- 0 U' 14' 0 14' U' 14' 0' 14 C" 14' 0' rr71. Truss Detail �� /E4 3'
f - u.L_=o a - --- ---- ---- _0 2-4 lE 1G,--- 0' 14' 0" 14 0"
14, 0„ 1 ' 0" 14'
--- Provide o i I-fI tog connectious
io. r40.
la lU 10 7" 0 2 o 14' n" 1 I 4 0" bird
over
r. #2 6' ' 17 0 s l2' t" h 4' 0" 17 0 14' J 1w' 7 4 0" f LS p t
1 CAA�i - - 4 5-- 5' 4i'„41 10 1 10 r.:-:' 1 12' lis' ,4 iJ" .4 C'� 1 4_._ 14' 7' ! ]a' " 1.4 0" with
t "n - 4Je Tl Dead o.utre,
C.::.5 j a -_- � �... Gab d uPGo t- load from 1 r t t
- L C ry ong or 1" ' oiywo i e�h.r;,
f tud 5' 6" 12 1" T 14 0 } 14' 0' A f. 14' 0 I 14 ] y 14' 0
sou -- _-__- t t So 5 5° 8 7 11' 12' S" 1 14 C' 14' 0" 14' C'
y _ Flitl I-a s with 10d (0.12•8"x3 0in) nails,
About t LL
iAi aae Truss .__ ,i/ i (i) fE For 'l" nracei slo e air at 0,.
18 d sorips Ancil c betw ee zones.
IliogonAt or? et o 1' yF. CL) L" b space 1 t 5 r,
in Ir cid es And R V.'etween zones.
e t, l 6cn I 1 .. +
y be tThE�
/bled when d.og nal / I� 19" I ' H L b:o sing must be a nedre.en of SO% of web
brAco i5 used. Connect i4 Y%
', I I .
.1bP length.
ag r. H \
`
�penr Maxrweb IA 7 Cnh c V ttl Tote Sza �
tr Lc.l I1 grh 'S 14'. / ' I - --.�o ,t _ �,#;� i ' \ r V tic l l 1 11 II Splice. 1 II
4 7E L B2 Or f 1 \ L Thor '1 1X4 0 2X3
�`. A. 1 �
bests, genal R a o but X4 1 I,
v l te_,g9 al,-,0,,, Brace, ale 18" ,--., �'� 1 ha 11 b i
In tante Above o Ioc Lle cut ,. () .2ec EI 1 b i ;
��
pe,e ✓ - L • 1 5 ,E 5 rit-r - V' R or
I 11/ v^ e end ' i i nt menus t ., -; t Po'
�i� -�-��1 .=f r:r peak,,l th.. Fac Id'ng GGepGn hest �ra for conditions
i
ConneCt d 6at
ddpo�nt of xertsal weir 3A' - Rei-_r to chart above, for fee,X. , �rpl length. ren adarssed by this detail.
..WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING, 01. FS1� �-'L ASCE 7- [] -�.�1Bi1C,01[
IMPORTANT FURNISH THIS DRAWINU TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,N .J
T^ q t f b t'.F h g r'F1 l: q b R r�
Fellow + latest It f BCSI Building t ty I r by TF d SBCA for y 0 47 �V4/ �1, DATE 10/01/1 L
St prior t per f , I these e shell F ie t r c ' b g per I. 141 83294PE 9 -- -- - ---
noted to ^p oboe ci shell nwse p.operly ettc,hed etruct,rel sheetheg are,1 ho tt -d
shell no,a o hr- "y ottarvao cet for per eat literal estreint o webs Q' ➢RWG A c015EGIL10i0i4
'hall V le g t.l d B SI t B , B 410, ppl' ble. Apply p5*s to each Face
H ,l���.1 LIv'o I 1 r £� o r awP gs Itioa osition os Fo cw el n ord note on e Joint D+.o rnl s noted otherwise. 07/13/2016
oc
A p G r Ir e I ep G I r. b p int y d t F rr
AN 17-W COMP vt d g y r to k t [ t. ANSI/TPI for l shipping,
0Vrt60� MAX, LET. L-'L-
,-F-0 pDEril & Q or to 13 'Y \
A seal the drawing > cover pagelisting this drawing,indicates ac pt e of f £ tuner 4L14,20 0
engineering respons b'I ty solely for thedesign shown The su tab I ty and use of this drawing $
e/�Tan
for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 8
13389 Lakefront Drive --- - _
Earth City,MO 63045 Fe n e t job's al not page end these t IX .x r
ALPINE ,,,ev otp'ne',.w or; TP1..ew tF' „ry _Bca. wwwkeenclu-try g,IGC w w, c+e or^g RENEWS:6!30/2016 �F SPADING 4.G�