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❑ NON-CONFORMING-REVISE AND RESUBMIT I T-01 I h 16%61/` I
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Sr gaga*R.Petered WI February IB.Me 26-0
CT ENGINEERING INC
0 Copyright CompuTrus Inc.2006
BUILDER: ISSUE DATE ABOVE PLAN PROVIDED FOR TRUSS
POLYGON NW 08/10/15UC NTONLYiORNSArm
ENGINEERED STRUCTURAL Aeon ` ..
PROJECT TITLE: REVISION-I: DRAWINGS FOR ALL FURTHER Ruud& ma
7-A GE AT GARAGE NH-KD GABLE OVER,±el1FA4tMhT10N BUILDING GM j
a(B�FG(NEER OF RECORD
RESPONSIBLE FOR ALL NON-TRUSS ii
PLAN DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING
7-A / A GE GARA(7�rCrIECKED BY:: DESIGNER/ENGINEER OFRECTO
REVIEW
OF Jy1 PA 14'V
DELIVERY LOCATION.• SCALE REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. TRUSS f3
0.115"-1'
All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.
28'-0'
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®Copyright CompuTrus Inc.2006
BUILDER: ISSUE DATE ABOVE PLAN PROVIDED FOR TRUSS
POLYGON NW 08/10/15PLACEMENT
SCALCULATIONS° "SA TO
TRUSS AND
PROJECT TITLE REVISION-1: DRRAAWINNGS�FOR ALL FURTHER _. _. .....
7-A GE AT GARAGE NH-KD GABLE OVERWAYSUNNEER OF RECORD
1
BUILDING a��L � �'
PLAN.' DRAWN BY: REVISION-2 RESPONSIBLE FOR ALL NON-TRUSS
TO!ROSS CONNECTIONS.CORDING
7-A / AGE GARAG NECKED BY: DESIGNER/ENGINEER OF RECORD TO €0 M P A N Y.`
REVNS RNDAPPROVEOFALL it TRU
DELIVERY LOCATION: SCALE REVISION-3: DESIGNS PRIOR TO CONSTRUCTION.
0.115"-1'
All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.
Re: 7-A GE AT GARAGE NH-KD
ROOF DESIGN INFO
The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision
based on the parameters provided by Pacific Lumber&Truss Co..
Pages or sheets covered by this seal: K1345829 thru K1345848
My license renewal date for the state of Oregon is December 31,2016.
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
_cREp PR()pee
��yGINELc9 ��,
zt 89782PE
(:Ti,L OREGON
9R �'41RY 15 <c,Q'
'AUL 0
iRI-.B 1 16
August 10,2015
Rivera,Mark
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI 1.
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 16'- 6.5" ICOND. 2: Design checked for net(-5 psf) uplift at 29 "oc spaci4g.
TC: 2x9 KDDF 5148TR LOAD DURATION INCREASE - 1.15 Design conforms to main windforce-resisting
BC: 2x4 KDDF 514BTR SPACED 24.0" O.C. system and components and cladding criteria.
TC LATERAL SUPPORT C. 12"OC. UON. LOADING Wind: 190 mph, h-24.1ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
BC LATERAL SUPPORT Cm 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF (All Heights), Enclosed, Cet.2, Exp.R, MFRS(Dir),
DL ON BOTTOM CHORD - 10.0 PSF load duration factor-1.6,
TOTAL LOAD - 42.0 PSF Truss designed for wind loads
in the plane of the truss only.
LL - 25 PSF Ground Snow (Pg)
Sable end truss on continuous bearing wall 004.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 4-152 or equal typical at stud verticals.
REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. Refer to CompuTrus gable end detail for
complete specifications.
BOTTOM CHORD CHECKED FOR 1 0 P S F LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
8-03-04 8-03-04
' 1' T
12 IIM-4x4 12
14.00 V 3 \I 14.00
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1-00y 16-06-08 y1-00 _ t3 �, p9.
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JOB NAME : POLYGON NW PLAN 7—A NH — Al ///-'J
Scale: 0.2641 0/ 1111,_WARNINGS: GENERAL NO7E5, urine 0111.111,64•1 noted: .." ,;;••..
I.Buhr aderedbncontradennddMeMMndofdOnneralNoe. 1.TN.doer MMedonly upon tMparameternon end afor e"InScldual 7�l REGONvrm.
Truss: Al end Warning.before aoneuuNene
en eoncee. building component.Applicability of neon peremeMn and proper .V�,/
2.2deenproone ere tracing mud boarded axe noon•. Deigmmbosporela�of compmMMeco raapemMerysing Mldkel dat o Al t?y 1.5
3.MdOeW Mmperery bracing to here Mobley during connection 2 Deign one at NT be by 50 4.6bott0 dentate M Morally band sby -, 7l. - .�.
Men raepenbay°Mho erector.Ad .nal permanent bradrp s 7 nt end o oo o.a ra14. ry urine brad throughout mak tengm I. �?
contuse anathbp WW1 en*nod nnaabORC).near dryeel(BO>. � PAUL_ . �T\
DATE: 8/10/2015 16.word structure hew mpon.SNty ate Mldngdalpner. 3.2x Impact bridging or Moroi bracing mound ghee noon••
4.No bad Wenn M paint M em
arty opoent until after al bracing end 4.bM
nletie
on of bunts thereeperMNM of tin raapadbe contractor.
SEQ.: K1345829 eaanenmecompMeandsn°eenauldanyloadsgrasaman e.DeelmeameneeeamteMuedn•nomommeveenvirorment,
denim bads M applied M any component. nee m for"dry full
a Weans
TRANS ID: LINK e.cons••en"•""b"""g•""'"pe°"'noon Shim or rodeo If EXPIRES: 12/31/2016.
L rampu7ru has«aewaerane mums no roepeeapM for EXPIRES:
fabrication,handing,.Mperd end bnalelon of component. 7.Doegn column doquaM drahage a pmddad. August 10,2015
5,111e noir a ermined mind M Mn bnlaeae M forth by a Paten«hal M Mand on both Pm of trun and pend a MO anter
TPIWT CA In KM,copies of n,Ndr MI M MrnMhad upon most. ane coadde with)oto anter Mow
e.Digits Winn get of pato In Whoa
MR&USA lre./Canpu7rue Software 7.8.6(11)-E to.Pm ben connector pate deepen rano on ESR-1311.Elgt-10880,51n)
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 16'- 6.5" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00
TC: 2x4 ROOF #168TR LOAD DURATION INCREASE - 1.15 1- 2-) 0) 86 2- 8-(-84) 485 3- 8=(-270) 278
BC: 2x4 RODE #168TR SPACED 24.0" O.C. 2- 3-(-704) 207 B- 6-(-70) 383 B- 4=(-269) 530
WEBS: 2x4 ROOF STAND
3- 4-(-546) 278 B- 5=(-270) 278
LOADING 4- 5-(-546) 278
TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF 5- 6-(-704) 207
BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSF 6- 7-( 0) 86
TOTAL LOAD = 42.0 PSF
OVERHANGS: 12.0" 12.0"
LL - 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORS BRG REQUIRED BRG AREA
LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -149/ 809V -292/ 292H 5.50" 1.29 KDDF ( 625)
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 16'- 6.5" -149/ B09V 0/ OH 5.50" 1.29 KDDF ( 625)
BOTTOM CHORD CHECKED FOR SOPSF LIVE LOAD. TOP BOND. 2• Desinn eh k d f t(-5 fl lif 4 " tag.
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
8-03-04 8-03-04 VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180
4 MAX4 LL DEFL- -0.002" 8 -1'- 0.0" Allowed- 0.100"
'1 MAX TL CREEP DEFL--0.003" 8 -1'- 0.0" Allowed- 0.133"
4-03 4-00-04 4-00-04 4-03 MAX LL DEFL- -0.002" 8 17'- 6.5" Allowed - 0.100"
1' 4 4 4 4 MAX TL CREEP DEFL- -0.003" 8 I7'- 6.5" Allowed- 0.133"
12 12 MAX TC PANEL LL DEFL- -0.019" 8 10'- 0.2" Allowed - 0.387"
M-4x6 MAX BC PANEL TL DEFL- -0.047" Q J'- 9.1" Allowed- 0.498"
14.00 [27 N 14.00
4.0" MAX HORIZ. LL DEFL- 0.006" 0 16'- 1.0"
4 MAX HORIZ. TL DEFL- 0.009" 9 16'- 1.0"
Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h-24.1ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dir),
load duration factor-1.6,
Truss designed for wind loads
in the plane of the truss only.
M-1.5x3 M-1.5x3
0,tiooAlid._.*'' '... lb..'
1,
o 0n
8 • 0
O M-3x4 M-3x8 M-3x4 0
y 8-03-04 y 8-03-04 l �0O PRO
y1-00 16-06-08 1-00 ,F..)� NGIN�F43 t.4.0 04.
89782PE 9{`
JOB NAME : POLYGON NW PLAN 7-A NH - A2 , '_,
Scale: 0.2614 .r +..�_`�--
WARNINGS: GENERAL NOTES, odes.auntie*noted: V /��L�
Truss: A2 1.BYlder and eredlen contester Mould be advised ole/Gomel I.This design le be only upon°r penmetcn Mown end Is for en HEndldal . yF_OREGON c;*-
and NlembpeaforeanMrudlencommences. building conponenL Amicability of Melon parameters end proper �(� y �(
2.214 eompmebre web Madre must be Installed where shown o. Incorporation of component h me mpon.Mty of the building deegnar. �j(,1 4�, 'yv
I Additional tenporery braesq to Incurs steblly dung combustion
2 Dellen assumes the rep end aeon chords to a Wordy bead el �. AR �.
Nth.repansiblly oftM erecter.Additional permeant breebp of Zen.end.t 155.5.n.pedN.y unless breadthroughout nese lenpm by
DATE: 8/10/2015 the oven/euaee N the contluea ddg lhlp roll es plywood.aMhlt(e.)and/or drywaa(BC)• �(�A.
npores,np of 8e building htlgnar• A ln Impel adglq or Ward bracing required ware elm.•r• U
SEQ.: K1345830 4.No load Maul be applied N em component anti ear NI bndng end 4.WOW.of bum lathe nepondbly of the reepectla contractor.
Ndenere an complete end at no len.Maul any beds greeter men 6.Design eaunee Inn..are N be used m e nmiconoare environment
TRANS ID: LINK design loads be embed leany component. and ere for My oondblon.of use.
5.DempuTmehas no control ova and assumes norespemNRyfNge 0.D.Mgnauum.efullb.eMgetelappomMawm.9hbnorw.dpelf EXPIRES: 12/31/26:16.
hhds.esn,andmg,shipment and IneW.sne of components. 7. wry.
Design moms adedonbctteem°e drainage b ueK n August 10,2015
B.Ills design le furnished emend N the lmlMNm set pon n B.Plates Design omsadeq at era Nae of Wee,and plead se their cons,
7PNMCA In SCSI,copies of nlddr WI be bsleed upon requestInse coincide nth josh anter Ines.
MRek USA,Ita./CompuTnta Software7,6.B(1L}E
B.Digit.mdse elm of plats N 6,01.s.
10,For bade connector plate design vela....E8R-1811,EH9.tBBH Oahe)
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS 16-06-08 GIRDER SUPPORTING 35-01-08 IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00
TC: 2x6 KDDF #16BTR LOAD DURATION INCREASE- 1.15 (Non-Rep) 1- 2-(-6136) 1370 1- 6.(-864) 3722 2- 6-( -630) 2990
BC: 2x6 KDDF #11,BTR 2- 3-(-4064) 1042 6- 7-(-868) 3740 2- 7-(-1886) 570
WEBS: 2x4 KDDF STAND; LOADING 3- 4-(-4064) 1042 7- 8-(-778) 3740 7- 3-(-1494) 5772
2x4 DF STAND A; LL - 25 PSF Ground Snow (Pg) 4- 5-(-6136) 1370 8- 5-(-774) 3722 7- 4-(-1886) 570
2x6 KDDF #2 B TC UNIF LL) 50.0)+DL( 14.0)- 64.0 PLF 0'- 0.0" TO 16'- 6.5"V 8- 4-( -630) 2990
BC UNIF LL( 414.1)+DL( 301.6)- 715.6 PLF 0'- 0.0" TO 16'- 6.5"V
TC LATERAL SUPPORT <- 12"OC. UON. BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
BC LATERAL SUPPORT <- 12"OC. UON. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 0'- 0.0" -1450/ 6448V -256/ 256H 5.50" 10.32 KDDF ( 625)
16'- 6.5" -1450/ 6448V 0/ OH 5.50" 10.32 KDDF ( 625)
fir" ( 2 ) complete truesea required. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
Join together 2 ply with 3"x.131 DIA GUN
nails staggered at:
\/�� 9" oc in 2 row(s) throughout 2x6 top chords, ICONS. 2: Design checked for not(-5 psf) uplift at 24 "oc spacing.
/X`/x\ 7" oc in 2 row(s) throughout 2x6 bottom chords, VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180
9" oc in 1 row(s) throughout 2x4 webs, MAX LL DEFL - -0.039" 8 4'- 5.2" Allowed - 0.781"
9" oc in 2 row(s) throughout 2x6 wMAX TL CREEP DEFL - -0.079" 8 4'- 5.2" Allowed - 1.042"
MAX HORIZ. LL DEFL - 0.014" 8 16'- 1.0"
8-03-04 8-03-04 MAX HORIZ. TL DEFL - 0.024" 8 16'- 1.0"
4-06-15 3-08-05 3-08-05 4-06-15 Design conforms to main windforce-resisting
f 1' '1 system and components and cladding criteria.
12 12
M-4X10Wind: 140 mph, h-24.1ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
14.00 Va 14.00 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
34.0" load duration factor-1.6,
Truss designed for wind loads
l�in the plane of the truss only.
\\
M-3x6 M-3x6
00
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) 4-05-03 y 3-10-01 y 3-10-01 y 4-05-03 y �` N P R �Q
C7�INE i
l 16-06-08 t•ke �L17
8 7$2PE l
JOB NAME : POLYGON NW PLAN 7-A NH - A3 � >..
Scale: 0.2332 V // r+-'�• -��
W OENEAAL NOTES, union otherwise noted: Cu'",
1.Bolder and motion contractor mould be.6,8.d old fNanI NON. 1.71en&dun N bred only upon to pammetem Mown end h for an individual 4 A..OREGON N �..
Truss: A3 and Wardga benne construction commence.. building campon.n.Apfiabllty e1 ensign premien and proper -{�� rt. dj,�.
2.2o4aomgeealon web bradng mug be Innen own noon a.
Incorporation etampan.nttem.nweaAAry of the huldinp detlpn.r. ESy. +1 V.
S.Additleal t.riperery bracing N Nan ninny during connection 2.Design mums the top and bottom dela N M latmry braced at R ��.
tithe raapa.IbSy of to erector.Additional penmen bndng of contiYa.no.and Nea10 ting o.a.resp away plywood.bead throughout andfor
DATE: 8/10/2015 the ovamroan.+N6wnaponwlMort+bolding designer. A a impedbtdOngorlterralWo Wooing requ�kaddnum Mow NBA). PAUL �`
SEQ.: K1345831 4.NoInd awddbeappodNwry component mil after altoning and 4.b8.l.0n Wee
es eIwO.,.darw.biltyuf vhe mond.aie«m n.nl.
r.
N W nava m oompNte and et a lbs Noun any bade gross then end an for°dry condemn"o1 u..
TRANS ID: LINK design load,be apØed to.nyaerpsn.nl. a Design anions MI
6.C.apTnwhosnocabetoverand.aam..norespawbrityform. aa„.ry. EXPIRES: 12/31/2016.
fabdaaa,honing,g,adpwn and had.han of components. 7.Onion mums.d.qua.riming*6 provided. August 10,2015
6.1M.design N banned sb)a1 to M.limitations eel too by a.plates nail M boated on both fano of baa,and plead as Int caner
TPIMTCA In SCSI,.PNM Orwhloh ate be bmMwd upon regal In..coIndde with Mint amber Awa
9.Dips Indicate.us of*bin Inas
MITek USA,Inc.JCoirlpulrua Software 7.6.8(1L)-E to.For nolo comedo plate aagn valva on ES11-1311,ERR-1166(Wok)
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 7'- 0.0" 'COND. 2: Design checked for net(-5 pef) uplift at 24 "oc apaci,g.
TC: 2x4 KODF #1kBTR LOAD DURATION INCREASE - 1.15
Design conforms to main windforce-resisting
BC, 2x9 ROOF#14BTR SPACED 24.0" o.C. system and components and cladding criteria.
TC LATERAL SUPPORT <- 12"OC. UON. LOADING
BC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF
Wind: 140 mph, h-21.3ft, osed, .2,BCDL-6.0, ASCE 7-10,
DL ON BOTTOM CHORD- 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dir),
TOTAL LOAD- 42.0 PSF load duration factor 3..6,
Truss designed for wind loads
LL - 25 PSF Ground Snow (Pg) in the plane of the truss only.
Table end truss on continuous bearing wall UOS.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL N-lx2 or equal typical at stud verticals.
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. Refer to CompuTrus gable end detail for
complete specifications.
BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
3-06 3-06
T T T
12 12
IIM-9x4
14.00 V 14.00
2
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rl 1-11
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'��GIN �cRG
4t 89782PE pr
JOB NAME : POLYGON NW PLAN 7-A NH - Bl o ....--1
Scale: 0.5570 ..... .......�-
WARNINGS: GENERAL NOTES, union elMrabe noted: t...�y. 40
Truss: B1 I.Bolder and erWbncortedordaWdbeaddeedafaGemrelNote. t.TN.deegnIs baled onyupon tepenshown 7 OREGON >ti
and~Inge before eandnxibn common.. building component.Applle.bSy of design perandlam end proper / nQ [�,�
2.204 oomprenbn web bhang rude be installed when shown.. Inoorponson of component l me responsibility of the building designer. (/�1 y_ A5 V `�
3.Aadlbnel temporary te••ing to moor.tlebAgy auaq construction
2.Design assumes Sr.top and bottom chords to be Mandy brand at 'l
le the r..pendblly of the sudor.AddIonal permen.d bracing M 7 o.a end at ee op.n.st,I.y union bond throughout cosh el)B by L �
DATE: 8/10/2015 the ovmA.trudwebme responsibility of the butane destgner, continuondn.ming such Is pywooduh.thing(TC)and/or dryvwA(BC). �� Pjq,U �\
4.No bed elauld be applied to e component ural anal bred I 2.tmpto bridging le setae pondbbtadng required wvdn.noon
SEQ.: K1345832oily bruins 4.Installation oean,00aEskaretot a Ins n.poa.nee.n*eno
ted.mn m complete end d no lbw MaWtl any bade greeter than 0.end Ire.ancon buns are to be used m.mneorroW..mbommnl,
TRANS ID: LINK design bads be applied to any eompened. endfor*city condition'of use.
5.CompnTnah.nocontrol ovaend a.nmesnon.ponsibdyfor nd &Designm..Mb..sing.l.Iwrppea.Nawn.aMmerw.dp.lf EXPIRES: 12/31/20.16
febrtoalbn,herlderq,ddpm.d and Indention of aompan.Ma
mown),sign
7.Metes Oldassumes adequate bothfudrainage b providbuss,d.an August 10,2015
a.TMS design b a.ld.il.d abbot to Mit llnl.Mm set forth by 0.PYNssMAbe bolted on nom teas of buss,and dread et/their center
TPWyTCA In SCSI,copbs of which WI be tmlM.d upon request. Ines colndde with)obs comer Imo
9.Weir USA,Inc.ICompuTnm Software 7.6.6(1L} 0
E .For its Minds sin pi
For connector or de gads
sign Gln.sn E5R-1 dit,EBR•taaa(MIT.iq
II
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 24'- 8.5" ICOND. 2: Design checked for net(-5 pef) uplift at 24 "oc spacing.
TC: 2x4 KDDF 91&BTR LOAD DURATION INCREASE - 1.15
KDDFF N160TR B2 Design conforms to main windforce-resisting
2x4 KD
SC: 2x4 (BTR; SPACED 29.0" O.C. system and components and cladding criteria.
LOADING
TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF Wind: 140 mph, h-22.8ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
BC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
TOTAL LOAD - 42.0 PSF load duration factor-1.6,
Truss designed for wind loads
LL - 25 PSF Ground Snow (Pg) in the plane of the truss only.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. Gable end truss on continuous bearing wall UON.
4-1x2 or equal typical at stud verticals.
BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP Refer to CompuTrus gable end detail for
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. complete specifications.
12-04-04 12-09-04
T T T
12 IIM-4x412
7.00 p Q 7.00
WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP
OF A BEARING WALL SITS NEXT TO SCISSOR TYPE TRUSS(ES),
A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE
TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF
THE GABLE TRUSS DUE TO THE LACK OF LATERAL BRACING
PROVIDED BY A RIGID CEILING AT THE HINGE CONNECTION
POINT.THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY
FOR THE DESIGN OF THE LATERAL BRACING TO THIS HINGE
CONNECTION SATUATION.COMPETENT PROFESSIONAL ADVICE
MUST BE OBTAINED RELATIVE TO THE PROPER LATERAL
BRACING TO THE HINGE CONNECTION SITUATION.
N 1 N
T
O O
0 M-3x5(S) O
M-3x4 M-3x4
10-00 19-08-08 y E0 PRQFF ._
29-08-08
GIN
-k- LC>
417 9782PE r
JOB NAME : POLYGON NW PLAN 7—A NH — Cl
scale: 0.3040
'
WAR RIGA: GENERAL NOTEa, unlessunlessb eMa o noted: Co, OREGON
�'
I.Bolder and.radion oentadon should be edeised of el General Notes 1.Tile dodge H booed only upon the parameters shown and is bran Indwlaud $1.;1_�11.FREGON O, �„
'.-
Truss: Cl and tphmbps before eenWudlon panrn.na... bolding component.ApphcebBly of design p.runetors and proper //
2.244co pr.sbn web bradng must be Metaled Mum Mom.. Inmporationelcomponent l the reWen.Hlmy sIR.bulare designer. GARY' 1`� Q'.
3.Additional temporary bracing b Ines atebgp during son.,s:1bn 2.D.dp,aewrme.Me tap and bottom sera.to be Intently braced at /rye
lathe .11th ander.Addlbnef panman.rt bndng of 20.o.and at 100.0.reepactl.ly urhn braced throughout their length by • /y �
renaOdh Y continuou..M.mmg arch..plywood.iedhNg(TC(and%ord,ywal(BC). �A.U1—
DATE: 8/10/2015 the email structure isle reepereeSty of the bugngdodge.. 3.29 Impact bridging or lateral bracing required Mere dew,no
SE K1345833 4.No bed should be applied b "any compo'" untl after al bracing and 4.bWldtlon album IsRha responsibility ofthe r.ep.dwe contractor.Q• fden.re.n complete and at no One eheW any beds greater man r Design assure.bums are to be 0.d h.non-corrosive environment.
design loads M mailed b any component. and or.for"dry sandman"of u..
TRANS ID: LINK a os gn.o .hl Meting Shim
a.cwnpaTenh...nnloerand..um...responsblityforthe n....ry. EXPIRES: 12/31/201S
fabrication,herding,shipment and bsaMllon of compan.tK 7,Design„.,me.adequate drainage H provided. August 1 0,2015
H.This dap,is furnished urged to the Warms sot forth by I.Piste,ah.lbelocated on both faces ofbse,and plead ea their center
TPWJTCA In BCsR.*spin of Match pall be brddg.d upon r.4ued. Ines.bad.am,fold.nor line..
0.Digits indicate slaw of ANN in balm
MITek USA,Inc./CompuTnu Software 7.6.6(7L}E 10.Fm ldo cem.dor plate doNgn.b.see EBR.t31 t,005-0558 pATs4
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 29'- 8.5" IBC 2012 MAX MEMBER FORCES 9WR/DDF/Cq-1.00
TC: 2x4 KDDF 81&BTR LOAD DURATION INCREASE - 1.15 1- 2-(-2855) 608 1- 7=
BC: 2x4 KDDF @liBTR SPACED 24.0" O.C. (-466) 2459 7- 8=( -195) 1460
W 2- 3=(-1190) 335 7- B=(-966) 2901 2- 8=(-1691) 453
EBS: 2x4 KDDF STAND
3- 4=( -987) 311 8- 9=(-199) 1225 8- 3=( -172) 678
LOADING 9- 5-(-1544 313 9- 5= ( -556)
TC LATERAL SUPPORT 4. 12"OC. DON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF ) (-198) 1227 8- 9= 202
BC LATERAL SUPPORT <= 12"OC. UON. 5- 6=( 0) 57 4- 9=( 0) 326
DL ON BOTTOM CHORD= 10.0 PSF
TOTAL LOAD- 42.0 PSF
OVERHANGS: 0.0" 12.0" BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
"" For hanger specs. - See approved plans LL 25 PSF Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS 822E SQ.IN. (SPECIES)
0'- 0.0" -135/ 1037V -168/ 162H 5.50" 1.66 KDDF ( 625)
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 24'- 8.5" -179/ 1157V 0/ OH 5.50" 1.85 RODE ( 625)
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET.
CCOND. 2: Design checked for net(-5 pef) uplift at 24 "oc spacihrg.
BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L/180
MAX LL DEFL- -0.125" 8 5'- 9.0" Allowed - 1.190"
MAX TL CREEP DEFL- -0.248" @ 5'- 9.0" Allowed - 1.586"
MAX LL DEFL- -0.002" 8 25'- 8.5" Allowed- 0.100"
MAX TL CREEP DEFL- -0.003" 8 25'- 8.5" Allowed- 0.133"
MAX HORIZ. LL DEFL- 0.077" @ 24'- 3.0"
MAX HORIZ. TL DEFL = 0.128" @ 24'- 3.0"
12-04-04 12-04-04
5-10-12 6-OS-08 1 f Design conforms to main windforce-resisting
5-03-07 7-00-13 system and components and cladding criteria.
T T
Wind: 140 mph, h=22.8ft, TCDL=9.2,BCDL-6.0, ASCE 7-10,
12 12
7.00 HM-4x4 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
Q 7.00 load duration factor-1.6,
4.0" Truss designed for wind loads
3 4-d in the plane of the truss only.
4p
M-3x6
` -7-3x4
TM
-3x5
n M-5x6
NO iG• O
v F ._ .�0 1"" 8 9 o
o M-5x10 M-1.5x3 M-3x4 to
GT 3.50 3.50 p
12 12
l l ,1 l l
5-09 5-03-08 6-07-03 7-00-13
y y y y y ����p PR p,r--0
5-09 5-03-08 13-08 1-00
J'
24-08-08 l 'fit FSR •/�
17
8 782PE "
JOB NAME : POLYGON NW PLAN 7-A NH - C2
Scale: 0.2375Irr
WARNINGS: GENERAL NOTES, Wen otn.rwW noted: Cov p /�/� (ry
8.Bolend er RindonctlonoonndaoMdd be advised of el General Notes 1.ThhdeSyn le based anty upon Ow p■renwhn Mwwn end le for en brdddal �q OREGON ham.,�.
Truss: C 2 end wamtrlpe before analructhn amnwnesa beldng oomponem.Applicability or design prem./tem end proper (gyp V
2.Dt4ampnaelon web bndrq mud be hN.ged wpm ellen.. Inarpontlon of component h the nepontlbily of the bolding deign.,. '1 y, q, �"
3.Mdeonel lempowry brecklp to Imre Mobility dmng enr o bre 2 wMln.aurnes the lap and bottom drone h M Wordy bncotl neil 'l /j`.
lathe neporSbiRy Odle erector.Additional permanent bredng of 7s.a endN 7eo.a nimS..ply ales limedthroughouttheir eI(B by v
DATE: 8/10/2015 row ovenl Wrrcbea la tlw n
continuous dwaa,mg such ee plywood■neamk�gfTC)andlor dywegeG). /+s �t �..
apaneenp of Wl.e.dedgmt J.frImpact of
to or lahnlbndnp required when shown /"' L
SEQ.: K1345834 4.Nob.dMould beeppledlaany componentwdlaMrelbream and 4.mMoleBonortruesle the nenom:bayofOwreweave contractor.
hsienen.n complete end at no tine should any pads greater than a Design mums troves.re to be used to.nonearroaw environment,
TRANS ID: LINK dagn beds be applied to any component, end ere for'thy condtlan.orae.
d.CwnWTmehanecontrol over end eseoneesaneponshayfor the
a design..surneaaRM.dngateluppoaselrovm.BNmarwedpell EXPIRES: 12/31/2016
hbrkatlImamonImamshipment a1.4tlet
d Ynon componera. maesery.
d.ThN*Mon b NrMNed subject to ln'Mtlww wet forth 69 7.MetesW mum.
be eboned on both faces f muse,and placed a their anter drainage le provided.
August 10,2015
TPPWrCA in SCSI,copies of which WI be knnI,ed upon requeet. Ines shake with load anter los.
M(Tek USA Inc./ComlwTrw Software 7.8.6f ILK S.Digits Indicate she of plea In inches.
10,For Melo connector plate deegn mlues see EBR-1311,ESR•19Se(ARR)
This design prepared from computer input by
PACIFIC LUMBER-BC
TRUSS SPAN 35'- 1.5" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00
LUMBER SPECIFICATIONS
TC: 2x4 KDDF II16BTR7 LOAD DUSPAIED INCREASE1- 2-(-2890) 810 1- 7-(-543) 2485 7- 2-( -234) 1475
2x6 KDDF 416BTR T2 SPACED 24..0"" 0 O.C.- 1.15 2- 3-(-1185) 519 7- 8-(-534) 2426 2- 8-(-1650) 445
3- 4-1 0) 0 8- 9-(-387) 1244 8- 3-( -217) 641
BC: 2x4 KDDF STANTR
WEBS: 2x4 KDDF STAND LOADING 3- 5-(-1025) 429 9-10-1-386) 1245 B- 5-( -547)
364
LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF 5- 6-(-1540) 527 10- 6-(-427) 1224 5- 9-( 0) 232
TC LATERAL SUPPORT G. 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSF
BC LATERAL SUPPORT <- 12"OC. UON. TOTAL LOAD- 42.0 PSF
BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
LL -25 PSF Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS SIZE SQ.IN, (SPECIES)
0'- 0.0" -241/ 1057V -126/ 128H 5.50" 1.69 KDDF ( 625)
NOTE: 2x4 ORDCIRG AT 24" OC UON. FOR
ALL TOP CHORD AREAS NOT SHEATHED RIQIIRD STORAGE DOES NOT APPLY DUE 12 THE BEANIAL 24'- 2.5" 760/ 084V 0/ OH 131.00" 1.74 RODF ( 62
5)
REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING NET. 35'- 1.5" -760/ 1084V 0/ OH 131.00" 1.74 KDDF ( 625)
BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP ICONS. 2: D,-.•.ee-,,:-r.,Lk.-:. - ..:L 1�.,;1:_ aA.. ...LI g,
M-1.5x4 or equal at non-structural AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL.L/240, TL-L/180
vertical members (uon). MAX LL DEFL- -0.125" 0 5'- 9.0" Allowed- 1.187"
MAX TL CREEP DEFL- -0.248" 8 5'- 9.0" Allowed- 1.583"
Unbalanced live loads have been MAX HORIZ. LL DEFL - 0.079" 0 24'- 8.4"
considered for this design. MAX HORIZ, TL DEFL - 0.130" 8 24'- 8.4"
Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h-24.3ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
17-06-12 17-06-12 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
f f load duration factor-1.6,
5-10-12 6-05-08 5-02-08 0-00-15 17-05-13 Truss designed for wind loads
in the plane of the truss only,
� IIM-4x4+�
12 12 12
7.00 4 M-5X6 Q 7 00 Q 7,00 Gable end truss on continuous bearing wall.
` H-1x3 or equal typical at stud verticals.
°°°°°°t
/ Refer to MLTek gable end detail for
♦" complete specifications.
M-4x6
3 :M-4x4
ttt M-5x6+IS)
M-3x6 N
2 a
I
M-3x5 7 ` 2
o
M-Sx\�!�^ ..�.. t\
.....011:1 ° a
0 1 M-5x10 M-3x5 1D M-3x6+(5) o
..=33.50 3.50 , M-3x4+ R PROF
12 12 l ii,t,4J PROFefy
k l 1 y l [` V
y 5-09 1 5-03-08 y 6-07-03 6-06-13 10-11 l l �`5� "AAGICNYAEF� /per
5-09 5-03-08 24-01 1. 00y :9782PE �r
1
35-01-08 1-00
JOB NAME: POLYGON NW PLAN 7-A NH - D1
Scale: 0.1790 "IV t
WANING.: GENERALN07E8, unless°erwmneted. .../t.
"7+0REG0rIO 1.- �,,,.
1.adder end widen contractor should be misled old Generel Notes I.7ha ee.yn a heed only upon me perdu.shown and P for an Individual .q �AR is Q`
Truss: D1 end Warnings Ware aonetrudhn conenenc••. hedngcomponent•ApppsbNty of design paremed and proper _`4.
2.244 emnpeeeten e.b bracing mud be retailed More Move r, Design
of conveneda ore m chortle
to°nix building M.Iprrer. V
3.Addlbnel temporary awing a Insure Medi,during conelructlnn 2.D•tlen aeemnee the respectively sed hone dem.a h naghendy Ash et h" A U L
7e.a endd1tlo.c, hurineseedl)C)ndlmea Ol(8ength).
aarere.ponrerlyofm.ender.AaeponMpemonentaaiget eerdndeeeMw.llVip.uehaepywoedMw.minp(Tc).edardryswl(ec>.
DATE: 8/10/2015 the oven'Indium sae depon*lIy Otto building designer. a 25 Impact bridging en led bracing worked where Mews••
4.Ne sed Medd he eppkd to wry component udl afar.l deft end 4.Mutilation of Inns a the mpondblIty O the wepeclse contractor. EXPIRES:
12/31/201 p
REQ.: K1345835 Peened ere smdeleend enotlaoMeddany ladsgwdwlam 2.D.Mensmuts..Mm••vabeueedin.nenmrtodveendwnment. EY�f`IRES:
TRANS ID: LINK &Manbade beeppMdto any component. Design
muor ms
1.CanpurndMenocontraover and ammo nerepanetllayarthe a.asi drowe�ewrm•a1hedrpMderpponesieved.8hbnerwedgeif August 10,2015
%W I&hording,shipment end lndWtlen of components. 7.Design e.eumee edequale dreleg.Is prodded.
e.The dodge le herd ed edged to IN bnlaeens set ale by a,page MwIM peeled en been hcoa otheee,and posed.ttok owl.,
7PNNOCA h 8081,espies of Mich she be furdded Wen request. In.,g, bdlee sin el cenIn ter
Inches.
coined.,Mit lie&
Wok USA,InaiCompuTrus Software 7.6.6)1L}Z to.For oleo connector plate deign values me SSR-1711,8511-19.11 1.81.10
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 35'- 1.5" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00
TC: 2x4 KDDF #16BTR LOAD DURATION INCREASE- 1.15 1- 2-1-4268) 838 1- 8-(-669) 3798 8- 2-( -303) 2203 11- 6-(-251) 211
BC: 2x4 KDDF 11166TR SPACED 24.0" O.C. ( 657) 3711 2- 9=(-2202) 480
WEBS: 2x9 KDDF STAND 2- 3=(-1985) 489 8- 9= -
3- 4-(-1516) 448 9-10=(-234) 1697 9- 3=( -21) 320
LOADING 4- 5=(-1505) 452 10-11=1-216) 1597 3-10-( -671) 259
TC LATERAL SUPPORT <= 12"OC. UON. LL( 25,0)+DL( 7.0) ON TOP CHORD - 32.0 PSF 5- 6-(-2124) 509 11- 7.(-359) 1912 10- 4=1 -275) 1096
BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSF 6- 7-(-2348) 510 10- 5-( -657) 256
"" For hanger specs. - See approved plans TOTAL LOAD - 42.0 PSF 5-11=( -51) 494
LL - 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 0'- 0.0" -215/ 1475V -232/ 232H 5.50" 2.36 KDDF ( 625)
LIVE LOAD AT LOCATION(S) SPECIFIED BY.IBC 2012. 35'- 1.5" -215/ 1475V 0/ OH 5.50" 2.36 KDDF ( 625)
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF.
(COND. 2: lesi0n checked for net(-5 null uplift at 24 "oc soac.ag.
VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180
MAX LL DEFL - -0.206" 9 5'- 9.0" Allowed = 1.710"
MAX TL CREEP DEFL - -0.412" 6 5'- 9.0" Allowed= 2.281"
MAX HORIZ. LL DEFL - 0.127" 8 34'- 8.0"
MAX HORIZ. TL DEFL - 0.211" 8 34'- 8.0"
Design conforms to main windforce-resisting
system and components and cladding criteria.
17-06-12 17-06-12 Wind: 140
•r mph, h=24.3ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
5-10-12 5-05-09 6-02-12 5-08-06 5-08-06 6-01-15 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load on
T 12 T f f 1' '( Trussduratidesignedfforowind6loads
12 in the plane of the truss only.
7.00 v M-9x6
Q 7.00
4.0"
4 4.71,
el\
M-5x6(5) M-5x6(S)
0.25" 0. x'
V25
M-3x8 Allihii%1 /Nlippor M-1.5x3
z
hi\
i
M-32(8 ��
o a
M-5x8
0
K0 1 A I
0
I 1+• 9111 -!v
_M-6x6 10.25" M-3x9 M-3x5 ++7 to
..3.50 3.50 IT,. M-5x8(5)
12 12
y y y .1'
y 5-09 1 5-03-08 y 6-06-09 8-07-07 y 8-11-05 y ��E) PR OAF;
y 5-09 5-03-08 29-01 y �,��,\,GI NEER `'/0
35-01-08
8 782PE 9r'
JOB NAME : POLYGON NW PLAN 7-A NH - D2
Scale: 0.1739 , /yr.•,..�
WARNINGS: GENERAL NOTES, urine otherwise noted: 47 .....w....,
Truss: D2 I.Bu/carentlaecaonmneaderandab.advWtlo/MAG.nen Bate. 1.7Mea.sgnIbased only upon a.pnmebnwwanend htwmhawldnl OREGON /�
end Warnings Iter.em on common.. building component.Applicability ofdesign palmier.and proper
2.2x4cempnalon web bracing mull be Installed where.hewn+. hcorpentbn of component Is 8w responsibility MON;bola de (�/)�
3.Additional temporary bracing to hours stability during mnsbuceen 2.Design aeeumss the top end began chords be MtenAy bnoeticiit�•r. "f" �`.q[]V GJ c.� ��.
Is me nwwnNlM ofew ander.Additional permanent Marring or 2o.a arld silt/o.a nepea ndy canton b�nathroughed their length by !7./♦r �l P
DATE: 8/10/2015 Ora ov.nA wuaw.Is the napon.6Nty of IS.halal aeynec 2.Wenoentind wathIng
hoe ding n.lywood afr.d stare antlr«aryeagec). 1 PA U� •�.
SEQ.: K1345836 4.NOIcadNodaM.ppa.dto Gam bidding 3.2nlmpndbridgingorMenlbndn.requMdwhenehown+. !"
any component erallining,.n ASesigatien of buss em,..5Mthen.IsbeilityMe on.ecavaoontns,s
Intoner.an omelet.and al no the Mould any loads gmty than a.Design asemnys busses an to be used h a noncorrosive embonment,
TRANS ID: LINK &Sun loads be applied to any component, and an for nary condition'of use.
6.compelnR Mane control over end assumes no nMponeMtp conn a Design.e.um..55 bearing d x wppon.roman.Shim or swig.a EXPIRES: 12/31/2016
Io
brlpn,handing,shipment end hdtadon of components. m..,
7e.This MoanIs Wished wAJecttoangmllalioneset forth by A.aces albelolossumes aaedos athfecso gun,and
August 10,2015
7PNMCAhrSCSI,copies ofahkh all be NmlNetl upon nqueA e'Imam die 055 lea an Dem las oftruss.aM plant sslolr anter
1'µa caner Ines.
MRek USA,Inc.ICompuTrua Software 7.6.6(1L E
B.Digits indicate sloe w plots h inches
10.For baro sonnepter pM.design velum Mee EeR-1711.E8R-1 age ONTO)
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 35'- 1.5" 'COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacil,g.
TC: 2x4 RODE #16BTR LOAD DURATION INCREASE - 1.15 Design conforms to main windforce-resisting
BC: 2x4 KDDF #16BTR SPACED 24.0" O.C. system and components and cladding criteria.
TC LATERAL SUPPORT <- 12"OC. UON. LOADING Wind: 140 mph, h-24.3ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
BC LATERAL SUPPORT <- 12"0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
DL ON BOTTOM CHORD - 10.0 PSF duration factor-1.6,
Unbalanced live loads have been TOTAL LOAD - 42.0 PSF Truss load dururation for wind loads
considered for this design. in the plane of the truss only.
LL 25 PSF Ground Snow (Pg)
Gable end truss on continuous bearing wall U04.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL M-1x2 or equal typical at stud verticals.
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. Refer to CompuTrus gable end detail for
complete specifications.
BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
17-06-12 17-06-12
T 4 T
11-08-09 5-10-03 5-10-03 11-08-09
T T
T 1'
12 I IM-4x4 12
7.00 p w1 WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP
OF A BEARING WALL SITS NEXT TO SCISSOR TYPE TRUSS(ES),
A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE
TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF
THE GABLE TRUSS DUE TO THE LACK OF LATERAL BRACING
M-3x5(S) Ili lit M-3x5(S) PROVIDED BY A RIGID CEILING AT THE HINGE CONNECTION
POINT.THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY
+� �4 FOR THE DESIGN OF THE LATERAL BRACING TO THIS HINGE
CONNECTION SATUATION.COMPETENT PROFESSIONAL ADVICE
MUSTRACING BE OBTAINED
TOTHEHINGE RELATIVE TOCONNECTION THE PROPERSITUATION.LATERAL
=
2 i
i I
oI 1 M-3x5(5) O
o M-3x4
M-3x4 �Fyy
ckPROP
y 17-06-12 y 17-06-12 • ' %NEks'9-0
1—� 35-01-08
1-00 89782PE r
JOB NAME : POLYGON NW PLAN 7—A NH — D3 , ---- .,,----.", -
Scale: 0.2314 p /�y1�t 41411
WARNINGS: GENERAL NOTES, urine oterMce noted: j "qa OREGON q—
1.fielder end Neetlon contractor Would M edNeed old General Nokia 1.Thle design h Mud only Won B.permeate elven and h for sn!Wielded IL' 4/
Truss: D3 and W.nirga balm sen. +wt aanmwn..o. buldrq component.Apple.bil ly of&Non parameters and proper (�
2. x1 compreeelan web bracing mut M trWMd Mien Noon.. hso.parsdsn01 m'WopernhlMmchords
dsBlyortho building designer. '" . ARy 15 .`.
2.Addsbnp temporary toodring b Insure Nablly duringuMtrutbn 27co.and nes
the lop and MMsmoabreeM hbnhheoedet A E
is the rsspontbEly at the enter.Additional permanent booing of s co.red N 10 lain u ab..owed/eel),whoa bawd(7)nal dub length by
continuous Ned,hgew'..palwaadNwtdhg(TD,.naardryw.�eD). �� Pq..U� ��*
DATE: 8/10/2015 the morel sivudurele the mpombWbyalthe bolding designer. s.2r ImpactbrMpngorWoolbedngrweuwMm.tawnc.
SEQ.: K1345837 4.Nobed Mould Mapplied to any component until eller elbracing end 4.Inhalation afbuss la the r..pannbwyofthe mewl.contractor.
ht.ners ars complete and el no time.std em laude greeter than s.Design...um.a buss.s Cl.to be wad the non aonatv..mreonment,
design teed.M.ppledtoanyaanpennt. seaerehr Maandbo ingate.
TRANS ID: LINK a aNon...em..rtlM.dng.td.eppad..Mwn.Shim arw.m.d EXPIRES: 12/31/2016
6.CompuTrus Mono control ewrend aeeumn no responsibility brae „ooeee,y,
hhwaon.banding.Ndprnnt end Ietwtlan of components. 7.Design ammo adequNe drainage le provided. August 10,2015
I This dedollMrdted.d4.d to de lmlhdone set forth by 5.Plates Kal be located an both hon oftrues,and placed so their anter
TP W VECA Cl BOaI.coptes of*Soh MI be Nrnth.d won owed. ird center Me.
O.owe Indicate e W coindde with of plate N Inches.
Wok USA,Inc./CompuTrue Software 7.6.6(IL).E 10.For Mia COMMON phis deeyn velem ow ESR-1311.E8R-1 gee(MITE)
•
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 75'- 0.0"
TC: IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cg=1.00
2x4 KDDF #18BTR LOAD DURATION INCREASE = 1.15 1- 2=(-2309) 503 1- 8=(-348) 1971 2- 8=(-225) 205
BC: 2x4 KDDF #1RBTR SPACED 24.0" O.C.
WEBS: 2x4 KDDF STAND 2- 3=(-2088) 501 8- 9-(-216) 1658 8- 3-( -45) 460
3- 4=(-1496) 451 9-10=(-214) 1589 3- 9=(-640) 253
LOADING 4- 5=(-1495) 450 10- 7=(-359) 1902 9- 4=(-282) 1122
TC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-2109) 505 9- 5=(-653) 255
BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD= 10.0 PSF 6- 7=(-2336) 509 5-10=( -50) 483
00 For hanger specs. - See approved plans TOTAL LOAD 42.0 PSF 10- 6=(-251) 211
LL = 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORS BRG REQUIRED BRG AREA
LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 0'- 0.0" -216/ 1470V -231/ 231H 5.50" 2.35 KDDF ( 625)
LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 35'- 0.0" -215/ 1470V 0/ OH 5.50" 2.35 KDDF ( 625)
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF, t-
BOND. 2: D-..u==.let ul� _. aa. ..:L_.l.'",: Mgs.-s.,,. Lig.
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
MAX LL DEFL = -0.098" 9 17'- 5.2" Allowed= 1.704"
MAX TL CREEP DEFL = -0.199" 9 17'- 5.2" Allowed= 2.272"
MAX HORIE. LL DEFL = 0.045" 6 34'- 6.5"
MAX HORIZ. TL DEFL = 0.075" 9 34'- 6.5"
Design conforms to main windforce-resisting
system and components and cladding criteria.
17-05-04 17-06-12 Wind: 140 mph, h=24.31t, TCDL=4.2,BCDL=6.0, ASCE 7-10,
6-00-07 5-08-06 5-08-06 5-08-06 5-08-06 6-01-15 T (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
ff ,r load duration factor-1.6,
12 f 'I' Truss designed for wind loads
7.00 M-9X6 12 in the plane of the truss only.
Q 7.00
9.0"
4 q-,(
M-5x6(5) \ M-5x6(5)
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JOB NAME : POLYGON NW PLAN 7-A NH - D4 i
Scale: 0.1922 �� 1,�"
WARNINGS: QEN8RAL NOTES, urd.0 oewrwlu noted:
1. ^p
Truss: D4 BuWW
.rand.ndiancontactorsiddbeadvte.dofdlO.nenlNot.. 1.Tile designSbaudonlyupontheAerometersshownandNforan1,08514.01 -�l OR 0''•
and Warnings before mmtradbn commences. bolding component.AppBubMm
ly of design pemlm and proper 10
2.2s/compression web bracing mull b.Molded where shown.. Incorpontien ofcorrpanent left mpondblly DIM*building designer.
3.Add3mel Nmponry braising N Immo debltiy during consirmtlon 2.Designm
gn a*wrm.a .top area bottomnhe
om droe to Ater*hood at -',�i. q RY 5 ,Q�
DATE: 8/10/2015 11 8,.reepondblly of me ands.Add8bnel permanent bracing of ° yen Nesb 9*,g)T throughout mete length by
the word YnWrn RIM rupendbWy of the building dWgner, continuous 0 plywood dwdhtng(TC)endror drywel(Bc). ,1 /ti 4�`�!
/NobW Mauldin re 3.2elmped bridging or Sterol bracing remryMd wMnshown.♦ /"AUL_ s`
SEQ.: K1345838applied and ♦InstaruonofhantemereepomnbIlyofthe"muttsemrdndor.
Adenen ars complete end at no Ihne Mould any Ned.greater then 5.Dodgn mums Mimes me to be wed Ina nor manger,environment
TRANS ID: LINK dodge Nada be applied to any component. and are for'dry condition-of we.
5.CempoT1.0hes mmntrdmerend ewme*mnpmngllryfor m. e.D*NgnamemeeMIbeadrgNaluppe't•mmlmmm.eNmorwwag.H EXPIRES: 12/31/2016
aW
brtian,handing.dapnntand 1,nhlNINn of component*. Mmgury.
e.Thal denNMddwdwaJedNteemblem.dfom,by T.MotesDesigal be badew.teanIn.esofbu provided.
August 10,2015
TPOWTCA In SCSI,copies ornddeh w9a Nndmed 0.Motes melts Nconden bdhhco*a/Was.end pieced uiheh coder
upon regmd. Ines coined.wtlhNint center BMs.
MRek USA,Inc.lCompurru.Software 7.6.6(1L E O.Digit.Indicate do of doh In India
f 10.For Ndocomedor pato deaden Moa me ESR-1311.E8R-10811(MTek)
This design prepared from computer input by
Pacific Lumber & Truss (DM)
LUMBER SPECIFICATIONS TRUSS SPAN 7'- 5.0" INC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00
TC: 2x4 KDDF 016BTR LOAD DURATION INCREASE - 1.15 1-2-(-196) 62 1-4 (-100) 137 2-4 (-208) 161
BC: 2x4 KDDF 016BTR SPACED 24.0" O.C. 2-3-1 -26) 12 4-5 ( 0) 0
WEBS: 2x4 DF STAND;
2x4 KDDF STUD A LOADING
LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 POP BEARING MAX VERT MAX HORS BRG REQUIRED BRG AREA
TC LATERAL SUPPORT O. 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
BC LATERAL SUPPORT O. 12"OC. UON. TOTAL LOAD - 42.0 PSF 1'- 0.0" -42/ 353V -33/ B9H 5.50" 0.53 KDDF ( 625)
7'- 5.0" -40/ 270V 0/ OH 5.50" 0.43 KDDF ( 625)
M-1.504 or equal at non-structural LL - 25 PSE Ground Snow (Pg)
vertical members (uon). 1--t-- -esisnck
-heed for ne•r-5 o •^
sf lifeaci�tg.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL VERTICAL DEFLECTIONLIMITS: LL-L/290, TL-L/180
Unbalanced live loads have been REQUIREMENTS OF INC 2012 AND INC 2012 NOT BEING MET.
considered for this design. MAX LL DEFL - -0.015" 4 0'- 0.0" Allowed- 0.100"
BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX TL CREEP DEFL- -0.009" 4 0'- 0.0" Allowed - 0.133"
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
JT 1: Heel to plate corner 4.25" MAX LL DEFL- 0.023" 6 6'- 2.6" Allowed- 0.275"
MAX TL CREEP DEFL - -0.044" B 6'- 2.6" Allowed- 0.367"
6-03-09 1-01-12 MAX HORIE. LL DEFL - -0.001" 4 7'- 2.2"
f 1' 1' MAX HORIZ. TL DEFL - 0.001" 0 7'- 2.2"
12 Design conforms to main windforce-resisting
4.50 17 system and components and cladding criteria.
Wind: 140 mph, h-20.6ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
3 load duration factor-1.6,
M-3x4 End verticals) are exposed to wind,
Truss designed for wind loads
in the plane of the truss only.
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JOB NAME : POLYGON NW PLAN 7-A NH - El Scale: 0.5166 /IV ....e/7\-z--2
� 1.- --.
Wim: GENERAL NOTES, unless Phenyl.noted: f....-74/
I.BWderend errdlsnoortsdorshould be ennui ofel Gemini Notes 1.114ddesign
hi ng base M�Wwthe
paray of nprs*Roan
nndsfore and haroMwl ngn
OREGON ,z;*.
Truss: E 1 and vwmda.Beare oenrrtMbn commmcoa builmomponeon of component is the neponebEN PIM budding designer. ��iq �.
Z�4a.�e.ancab bndn,nand b.dwteg.dPace wa»n.. 2. gn..eo,.eBetopandbdamchord.tobelatenabnadat RY 1 ,,
7.Adieonal temporary bracing a hese eabgdy during coneh¢Uon 2 as.end.110 5.0.respectively unless bread thratGMur their length by
Nth*n.penUbBty of the erector.Additional seminal sang of continuous sheethhg such ee phiwaad ewehMidTC)nodfar dry.UBC). � PA,.0 L. 0
DATE: 8/10/2015 the overed sinohee h the re.penWety el the budding 45.12,',. 0.2ct impact bridging or 1.tenl bracing required when ohm.••
SEQ.: K1345839 4.Ne toed should belipped aany component until.mrall bndrnend 4.hwdeeoneftruss Uthe nependblWperthe n.p.dfeeennd«.
Wieners en complete end d no lime Mould any bade greeter than A DeUgn.eeumes bn.en are to be need in e conanoess environment
design pada b.applied to anycemponenl. sedgnbride REbbn'ofela
TRANS ID: LINK e.Design...um..nae..mg.td.npwN.abeam.aMn.lwedge B EXPIRES: 12/31/2'016
a comwTnnM.neoonedover and.ew ss.ronepombWylo dm n.e.e.a,
abnnuen,I.oding,edpmerd sod lnadatan of wmpen.na. 7.Design assume..aa•te drainage I provided. August 10,2015
A/his Amigo is furnletwd guided*8e bnbdene set forth by e.Piste.shall M bated an both feces of bun,and paled so thew cants
TPO W TCA Sr ECM,copies of nUah Palm brNYred upon request O.Inn coincide
Win*elm)eh pl.�rte in lines
MITeS USA,InajCampuTrU$Software 7.6.7(1L)-E to.For Mab connector pate design vara.re EBR-1311.EBR-1688(MTek)
This design prepared from computer input by
Pacific Lumber 6 Truss (DM)
LUMBER SPECIFICATIONS TRUSS SPAN 7'- 5.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00
TC: 2x4 RODE 016BTR LOAD DURATION INCREASE - 1.15 1-2.(-196) 62 1-4-(-100) 137 2-4-(-206) 161
BC: 2x4 RIDE #16BTR SPACED 24.0" O.C. 2-3-) -26) 12 4-5-) 0) 0
WEBS: 2x4 DF STAND;
2x4 KDDF STUD A LOADING
LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
IC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD - 10.0 POE LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
BC LATERAL SUPPORT <- 12"OC. DON. TOTAL LOAD- 42.0 POE 1'- 0.0" -42/ 353V -33/ 89H 5.50" 0.53 KDDF ( 625)
7'- 5.0" -40/ 270V 0/ OH 5.55" 0.43 KDDF ( 625)
Unbalanced live loads have been LL 25 PSF Ground Snow (Pg)
considered for this design.
BOND. 7: D.:. �e. ,.
, ,. ,I,a•_...,ems-_..• 1.:.7,....-.•&a:...` q.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
JT 1: Heel to plate corner - 4.25" REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180
MAX LL DEFL- -0.015" @ 0'- 0.0" Allowed- 0.100"
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX TL CREEP DEEL- -0.009" @ 0'- 0.0" Allowed- 0.133"
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL- 0.023" @ 6'- 2.6" Allowed- 0.275"
MAX TL CREEP DEFL - -0.044" @ 6'- 2.6" Allowed- 0.367"
6-03-04 1-01-12 MAX HORIZ. LL DEFL - -0.001" @ 7'- 2.2"
f '( MAX HORIZ. TL DEFL - 0.001" @ 7'- 2.2"
12
Design conforms to main windforce-resisting
4.50 ' system and components and cladding criteria.
Wind: 140 mph, h-20.6ft, TCDL.4.2,BCDL-6.0, ASCE 7-10,
3 toed durationfectoz-l
Heights), Enclosed,
Cat.2, Exp.B, MwFRS(Dir),
M-3x4
End vertical(s) are exposed to wind,
Truss designed for wind loads
in the plane of the truss only.
0
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89782PE 9r'
JOB NAME: POLYGON NW PLAN 7-A NH - E2 , . -_ ,,-iE`
Scale: 0.5166
1.BWARolder
GENERAL1.TNOTEdesign
uA.ss wenthelunate.: Corm
. OREGON
Truss: E2 1.Balder a Warnings
Wren contactor should common Wolfed of ell General Notal 1.bolding qn la and only upon the panmap n,st. and le en"Mdivdal ��
end NlamMpe labra anelruc0en commenced bolding component.ApPlahely of disown pnmebra ala peps Q
2.b1 amprea.len web bracing mud he petalled when Mown•. to omenlbn of component is the reponebley of the balding designer. 1I "4RY 11 [7.'
3.Additional temporary b,'. to Inure stability daYq amtructlon 2 S s.o.and gnoet
tO the mit end bottom drone n M Wordy bread.t 'l J Ci`:._
loth•rayondblRy el me erecta.Additional penmen Wenn of
2a.o.anadlC a.a.nep.c8wyuntso taeadthreugladlheklangM by /� V
DATE: 8/10/2015 the neralebuduolsthe n orb aralmonsheathkpsucheaplywoodaheeMMg(TC)enderdryw.l(BC). PAUL
opo leY of the bolding designer. S.2s Impact bddgkng orm e, bndng'waked when ehewn••
SEQ.: K1345840 4.NobedWould beappMdtoowcomponent untlaNrebMdrgend 4.hetabe8onolWahtnampomlbgtyefthe reaped.contractor.
Wieners are complete end at no lime Mould any hods greeter Men S Design eewenes Anon.re to be used In s networndve environment,
TRANS ID: LINK design k.ds be welled losny component. and era fordry condition"of un.
6.Design assume hbring.1.11 pew. merwdp.if
e.CaWTuehas noaneoover end nem.no'epanrogyfor m. EXPIRES: 12/31/2016
hbdaton,henetlng,eNpnen.rd MWladon et components. 7.Design eoume..d.gnte drainage is prodded. August 10,2015
O.T's design te Wished wand to tin limitations set bah by e.Plats*shalbe boded on Dote'ore of ewe,end placed co their ani
TP6WTCA In BCBI,copies of Mach MI S.farmhand upon request. Ines to nda with nMt anter Inas.
Walt USA,Ino./Com Trus Software 7.8.7 1L A Digits innate she Opine In Yate..
ton ( � 10.For bolo connector ewe designvex..tae ESR-1311,ESR-1088(NUN
This design prepared from computer input by
Pacific Lumber 6 Truss (DM)
LUMBER SPECIFICATIONS TRUSS SPAN 4'- 6.8" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00
TC: 2x9 ROOF #16BTR LOAD DURATION INCREASE- 1.15 1-2-(-79) 23 1-4-(-68) 60 2-4-(-142) 120
BC: 2x4 KDDF #100TR SPACED 24.0" O.C. 2-3-(-26) 12 4-5-) 0) 0
WEBS: 2x4 DF STAND;
2x4 ROD! STAND A LOADING
LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PS! BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
TC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PS! LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
BC LATERAL SUPPORT <- 12"OC. UON. TOTAL LOAD - 42.0 PSF 1'- 0.0" -28/ 233V -18/ 48H 5.50" 0.35 KDDF ( 625)
4'- 6.8" -24/ 150V 0/ OH 5.50" 0.24 ROD! ( 625)
Unbalanced live loads have been LL - 25 PS!Ground Snow (Pg)
considered for this design. 1_ d e�.....
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL !••OND. 2: 11,,......,.,.,19,1_,...-.: cr r' •y,l: " 9•
3T 1: Heel to plate corner - 4.25" REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180
MAX LL DEFL- -0.005" 8 0'- 0.0" Allowed - 0.100"
BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP MAX TL CREEP DEFL - -0.003" 8 0'- 0.0" Allowed - 0.133"
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL - 0.010" 4 3'- 4.4" Allowed- 0.132"
MAX TL CREEP DEFL - -0.014" B 3'- 4.4" Allowed- 0.176"
3-05 1-01-12 MAX HOPID. LL DEFL- -0.000" 0 4'- 4.0"
f 1 'r MAX HORIZ. TL DEFL- -0.000" 8 4'- 4.0"
12 Design conforms to main windforce-resisting
4.50 D system and components and cladding criteria.
Wind: 140 mph, h-20ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor-1.6,
End vertical(e) are exposed to wind,
Truss designed for wind loads
in the plane of the truss only.
M-1.5x3
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4t' .89782PE r
JOB NAME : POLYGON NW PLAN 7-A NH - E3 Scale: 0.5632 .-- �
1411,
WARNINGS: GENERAL NOTES, unleaedwrwW noted: v OREGON
/� ��
1.Budder and erection contractor dietdd be WSW et ll Gmwral Nobs I.This design b sad only upon the parameters shown end h for a Ndvidal 1. 14 OREGON � �.
Truss: E 3 and Warning.before catlraWn commences bolding component Appsebe%of design parameters and proper -I�/I
incorporation of component Is me responsibility dine balding designer,
2.aro comsat**wee tending molt he NNW**mew*•. Ise .
3.Aadidetemporary pslaty bracing to Marrs shingly duringkMduringarrtraabn 2 Design assures the top and bolters Words b he*wily braced at "'rye '9 R Y' �.GJ .�
7 a.e.and at t0 es.respecter*whew bread throughout tlwk length by •:..�
lathe rapomdMly of the erector.Addkbnt pxmemnt enactM
of continuous nammWN
g W es*weed sheathing(TC)endear drywal(BC). PA U L .�
DATE: 8/10/2015 the earl structure lathe naponsibllty of the binding designer. 3.24 limped bridging or labral Ming required when RN*••
SEQ.: K134584l 4.No bad*mild be applied to any component mal after el bracing end 4.kMabanoftruss lathe reependli*of the nepeaNe contractor.
helmets*complete and at no time should any beds greeter man K Design assumes Pupas an to be used In•non•cornsia environment.
design bade be applied b any component. end an for"dry conddorf el use.
TRANS ID: LINK4 Design eaun%BA bowing a el supports Nown.smnl or wedgeIf
e.CompuTrusMaesn
controlsrendwennnoepomMEyforthemaa.ry.
hb �f:EXPIRES: 12/31/20.16.
rketlFondling,ndling,rdpment and kndWletlm arr
of ponen n 7.Design assumes adequate drainage is provided. .1ded. August 1 O,2015
6.Thle design le furnished subject b the lmbaona at forth by A Plates anal be located on both has of Was,and placed a their anter
TPW.'FCA in BCS%,copies of wfdch all be bmhhed upon ngusat las coincide nth tort center Ines.
Mrrek9.USA,Inc./Com True Software 7.6.71L}E o.Four DigitsIndicate
esamector platebNOMe. )
W ( plebdetlnnaWa dee ESR•1311.ESR-19:313(k11Tek
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0" )CONS. 2: Design checked for net(-5 psf) uplift at 24 "oc spacit:g.
TC: 2x4 KDDF #14BTR LOAD DURATION INCREASE - 1.15
BC: 2x4 KDDF #14BTR SPACED 29.0" O.C. Design conforms to main ree-resisting
system and components andd cladding criteria.
TC LATERAL SUPPORT <- 12"OC. USN. LOADING Hind: 140 mph, h-22.4ft, TCDLw4.2,BCDLw6.0, ASCE 7-10,
BC LATERAL SUPPORT <>• 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MFRS(Dir),
DL ON BOTTOM CHORD- 10.0 PSF
TOTAL LOAD- 42.0 PSF load duration factor-1.6,
Truss designed for wind loads
in the plane of the truss only.
LL - 25 PSF Ground Snow (Pg)
Sable end truss on continuous bearing well UO4.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
4-102 or equal typical at stud verticals.
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. Refer to CompuTrus gable end detail for
BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP complete specifications.
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
11-00 11-00
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JOB NAME : POLYGON NW PLAN 7—A NH — F1 _ __ -�
Scale: 0.3307 r
WARNINGS: GENERAL NOTES, Wm dimwits noNd: V / 4/ -
Truss: Fl 1.Bularend andbnwnrsds.hsddbeaMludofdwmn!Nebo 1.7eedsdpnis booed only pa Rep.0Od.nshoed and t.teen d du1 "7OREGON
and Warnings Men condnotlen commas. building component Applicability of&dgn wom.en and proper / C1�' s
2.2e4compeubnweb bndngmud MNM4eddundnwn.. Inwryan0onolmmparwMleewruponWBlyoftMbddingMagner. .y� qRY 1 V Q•
3.Additional temporary bracing to bows debility during mndnwWn 2.Oetlgn nd.11 a the top end Iptlom,..b e M aero bead at
hma neperdb5ty e11M moan.Addend p.mmned bracing of ao.aendN1Gs.a.nap ccplyurod.broadteouped melen,m). v ..
DATE: 8/10/2015 BwaanlewdureetMo.p.o.RBtyonMMla M continuum sheathing ea..pdwadgMaeN,(TC)andn,ayw.NBC). F'A.tJL. ��
n0 dplar• a.Zr lrrqud bridging d NMrd bndng requMd dun Mown.•
SEQ.: K1345842 4.Nolosd.oanaswa ba applied m any component ual sen el bndng and 4.InstallOon Ohms a the nepoalbs.dN.os.nanu .Maar.
Rolando ere compile aM d no lime Maud dry each mato man 6.Nolan mune.buten ore e M used N a mnmrroot.arokcnmed,
TRANS ID: LINK d.d,neo . ecomponent.
tippledowl aner• elon•ofum.
5.DedgnauumeendMadngatalanppon.bmw.Sldmereeda.0 EXPIRES: 12/'31/2016
5.CompuTa ha.no condino n
over and assumes apornlONNy for the roawry.
Makatlan,Mndlb a.drlpnwn and Fdagallon of component. 7.Design sauna adequate dONage a prodded.
e.7beadgnIMnM.dwq.dem.Ima.Mroutforthby e.Pee.dwIMeatedonbtaa.lbu.a.ndaead.stMxaner August 10,2015
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,.Digitsindicate eof Pee N inches.
MITek USA,Inc./CompuTrus Software 7.6,6(1LK to.For boob connector pee design vases see ESR-1311.ESR-1984(A9T.q
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq-1.00
TC: 2x4 KDDF Bl&BTR LOAD DURATION INCREASE- 1.15 1- 2"( 0) 57 2- 8-(-181) 1109 3- 8-(-299) 232
BC: 2x4 RODE 816.BTR SPACED 24.0" O.C. 2- 3-(-1360) 305 8- 9"( -80) 718 8- 4"(-126) 521
WEBS: 2x4 RODE STAND 3- 4.1-1195) 337 9- 6-(-207) 1085 4- 9"(-126) 521
LOADING 4- 5-(-1195) 337 9- 5-(-299) 232
TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)4DL( 7.0) ON TOP CHORD- 32.0 PSF 5- 6-(-1360) 305
BC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSF 6- 7.( 0) 57
TOTAL LOAD - 42.0 PSF
OVERHANGS: 12.0" 12.0"
LL - 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 0'- 0.0" -159/ 1038V -153/ 153H 5.50" 1.66 KDDF ( 625)
LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC 2012. 22'- 0.0" -159/ 1038V 0/ OH 5.50" 1.66 KDDF ( 625)
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF.
ICOND. 2: D.•:...<".w..1_9,-....ems-..,"n_ t' .tide.... ..dg.
VERTICAL DEFLECTION LIMITS: LL-L/240, TL"L/100
MAX LL DEFL - -0.002" 0 -1'- 0.0" Allowed- 0.100"
MAX TL CREEP DEFL- -0.003" 8 -1'- 0.0" Allowed - 0.133"
MAX LL DEFL- -0.035" 8 14'- 6.1" Allowed- 1.054"
MAX TL CREEP DEFL- -0.071" 8 14'- 6.1" Allowed- 1.406"
MAX LL DEFL - -0.002" 0 23'- 0.0" Allowed - 0.100"
MAX TL CREEP DEFL - -0.003" 8 23'- 0.0" Allowed- 0.133"
MAX HORIE. LL DEFL- 0.016" @ 21'- 6.5"
11-00 11-00 MAX HORIE. TL DEFL- 0.026" @ 21'- 6.5"
5-08-13 5-03-03 5-03-03 5-08-13 T Design conforms to main windforce-resisting
f / f f f system and component" and cladding criteria.
12 12 Wind: 140 mph, h-22.4ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
7.00 M-9x6 Q 7 OO (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor-1.6,
4.0" Truss designed for wind loads
4 4'.( in the plane of the truss only.
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JOB NAME : POLYGON NW PLAN 7-A NH - F2 -'- II"
Scale: 0.2557 r!%
WARNINGS: GENERAL NOTES, unit.,of end..noted: V
1.Builder .�mna
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2.b4 compreesan web bradn8 must b Intoned Mere shown•. Incorporation of component le me ntipemalMy of the budding designer. +� 4J,Q Pi
3.Additional temporary braobp b Inane stability during animation
2 Mstgn e.arrme tie top and bottom dere to b Wordy bread M p' 1 .+, j
lom.n of Me.odor.AddBbnalpemmnent bre or ro.o.andet10'.e otic.nw•dvely unties bread throughout Mel Nngth by /l A 1��I` '4
wo a aG continuousshealhuensuchasplywoodnR.doh(TC)enaorarywell(ec). W""5W.L. ��
DATE: 8/10/2015 the overall divan loth.mpamaety of 0w bedding dinars, 3.2.Impact bridging or Wend bracing required were Move,••
SEQ.: K1345843 4.Ne ned.1,0144 be.pØ.4 H.ny ontnpen.rd 1041.8.4.1 bo.dng end 4.� bon 0,00..l.rawgn ammo .^��lbe„romped.noncorreolcet,.dtr.
hstenanan amplele and dno In.should vry nada greater Mon enviroronont
end on lordly condition.Muse.
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5.compuTrwban0no00controlownendwenn.nonpemlMl8yfor Bre na«,„rye EXPIRES: 12/31/2016
fe6datlon,h.ndlrq,Mepron all MdB.Mon M components. 7.DWgn assumes adequate drainage a prodded. August 10,2015
8.This Woolen W lmloed staled b the bmbtlom all forth by 8.Plot.shell be located on both fa.of buss and plead on their anter
TP6WTCA In BC81,cope"of Mich MI be furnished upon request. Ines mMWn elm plot corder Intro
H.Digits Indicate abl.of ph.In Inches.
MIT*USA,Inc.lComp6Tfw So6wero 7.6.6(1L}E 10.For basic canndor pate deelgn nitre"me EBR-1311.ESR-1988(Weld
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS 22-00-00 GIRDER SUPPORTING 35-01-08 IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00
TC: 2x4 ROOF#16BTR LOAD DURATION INCREASE- 1.15 (Non-Rep) 1- 2..(-12708) 2820 1- 8=(-2334) 10626 8- 2=( -536) 2544 11- 6=(-1920) 470
BC: 206 KDDF SS 2- 3-(-10490) 2372 8- 9=(-2318) 10550 2- 9-(-1920) 470 6-12-( -536) 2544
WEBS: 2x4 RDDF STAND; LOADING 3- 4-) -8090) 1872 9-10-(-1904) 8850 9- 3-) -776) 3504
2x4 DF STAND A) LL = 25 PSF Ground Snow (Pg) 4- 5=( -8090) 1872 10-11=(-1904) 8850 3-10=(-3170) 760
2x6 KDDF #2 B TC UNIF LL( 50.0)+DL( 14.0)- 64.0 PLF 0'- 0.0" TO 22'- 0.0" V 5- 6-(-10490) 2372 11-12-(-2318) 10550 10- 4-(-1814) 7896
BC UNIF LL( 414.1)+DL( 301.6)- 715.6 PLF 0'- 0.0" TO 22'- 0.0" V 6- 7-(-12708) 2820 12- 7=(-2334) 10626 10- 5=(-3170) 760
TC LATERAL SUPPORT 0- 12"OC. UON.
5-11=( -776) 3504
BC LATERAL SUPPORT <= 12"0C. UON. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
Jr ( 2 ) complete trusses required. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
Join together 2 ply with 3"x.131 DIA GUN LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP 0'- 0.0" -1908/ 8576V -139/ 139H 5.50" 13.72 KDDF ( 625)
XXnails staggered at: AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 22'- 0.0" -1908/ 8576V 0/ OH 5.50" 13.72 KDDF ( 625)
9" oc in 1 row(s) throughout 2x4 top chords, 11�� S. 2: lesion ch ck d t t ^ i�
7" oc in 2 row(s) throughout 2x6 bottom chords, 1l:ONl-s o f) a lift t 29 g.
9" oc in 1 row(s) throughout 2x4 webs,
9^ oc in 2 row(s) throughout 2x6 webs. VERTICAL DEFLECTION LIMITS: LL=1/240, TL-L/180
MAX LL DEFL - -0.144" 6 14'- 6.8" Allowed= 1.054^
MAX TL CREEP DEFL =-0.291" 6 14'- 6.8" Allowed- 1.406"
MAX HORIZ. LL DEFL = 0.048" 6 21'- 6.5"
MAX HORIZ. TL DEFL= 0.081" 6 21'- 6.5"
Design conforms to main windforce-resisting
11-00 11-00
fsystem and components and cladding criteria.
9-03-12 3-05 3-03-04 3-03-04 3-05 4-03-12 Wind: 140 mph, h=22.4ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
T 1' f 1 1 f f (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
12 12 load duration factor-1.6,
I IM-6x6 Truss designed for wind loads
7.00 [7' Q 7.00 in the plane of the truss only.
6.0"
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JOB NAME : POLYGON NW PLAN 7-A NH - F3 �','�
Scale: 0.2911 - / !J ��
4111,
WARNINGS: GENERAL NOTES, sole..otMrvdse noted: F/
1.Bolder and ar.dlan ardredor should a advised old Genets Note. 1.This d.dgn 6 based only upon 6n ammeters drown and b to an Individual ..d� -
�
Truss: F3 and Warning.Mom andnadbn conm.naa building ampomnt Applicability ofdedgn wormier.and proper 7'Wei OREGON Q. �"
2.244 comer.won web bracing mud a balled aur..hove.. Inarponnon olampon.nt h the n.pon.blly of the bulding dearer. 2
3.Additional tenrpoay bracing b bane.dablly&Ong condudbn z D.agn.seam.s the by end bosom dials to be bhnry broad id ".9,Q A,q y 15 ,''
Is the nepmtlblly of the.otter.Addlbml permanent bracing f 2 or end d 10 0,o.nep.aN.ly erase bead throughout Mir length by
DATE: 8/10/2015 continuous m or Morel.pdng rewire whoreChown••aal(BC). - pre�t '�\
1M event nAb*8y b he mpombNy of the dedgmc 3.2.impact bndgbg a Nerals plywood
rewired when Mann.. �'S L.
SEQ.: K1345844 4.Noload amid b..ppddtoeycomponent wt.alter.lbracing mid 4,IndaleanofWs.lathe n.pondNltyofthe respective codredor.
labium sr.complete and al no Wm should any bade great.,than B.Dedgn mune bums an to be used Ni a noncomd.endnr"mnt
TRANS ID: LINK dedgn Inds be applied benyaompon.nt and an for'dry condition.of use.
B.ConventsaanoadnlearandnamesnonaponsibilityforlM
O.D.dgn..Mrm..ndlM.mgdd.epp.m.Mwe.Shen erw.ag.0 EXPIRES:. 12/31/2016
hbkatl0n,handling,shipment end bdaltelbn of components 7mamry.
6.Tse design b...Mona subject b the limitations at Porth by 6.Plates saliquots
be bateon both faces of was,am faces so Mr
TPEWTCA Ni Scat,cabs OMNI roll be mooed upon remit. ins.load.with calor um.
"'le prodded. August 10,2015
MRek USA,IIw.ICom Toa Software 7,6.6(11 E g.Digin Indian de.of Mb h intim)- 10.For bado connector plat.dedgn Mesa see ESR-1311,ESR-loss(MRaq
This design prepared from computer input by
Pacific Lumber and Truss-BC
LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0" IBC 2012 MAX MEMBER FORCES 4NR/DDF/Cg-1.00
TC: 2x4 KDDF #16BTR LOAD DURATION INCREASE - 1.15 1- 2-( 0) 50 2- 8-(-224) 1261 3- 8-(-311) 220
BC: 2x4 KDDF 816BTR SPACED 24.0" O.C. 2- 3-(-1504) 335 8- 9-(-103) 834 8- 4-(-111) 492
WEBS: 2x4 KDDF STAND 3- 4-(-1318) 338 9- 6-(-253) 1261 4- 9-(-111) 492
LOADING 4- 5-(-1318) 338 9- 5-(-311) 220
TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF 5- 6-(-1504) 335
BC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSF 6- 7-( 0) 50
TOTAL LOAD - 42.0 PSF
OVERHANGS: 12.0" 12.0"
LL - 25 PSF Ground Snow (P9) BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -119/ 1038V -109/ 109H 5.50" 1.66 KDDF ( 625)
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 22'- 0.0" -119/ 1038V 0/ OH 5.50" 1.66 KDDF (-625)
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP It-oNO. 2: Deaicn checked for netf-t soft uplift at 2d " aci(lg.
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. oc
VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180
MAX LL DEFL - 0.002" 8 -1'- 0.0" Allowed- 0.100"
MAX TL CREEP DEFL - -0.003" 8 -1'- 0.0" Allowed- 0.133"
MAX LL DEFL - -0.043" 8 14'- 5.8" Allowed- 1.054"
MAX TL CREEP DEFL- -0.088" @ 14'- 5.8" Allowed- 1.406"
MAX LL DEFL - 0.002" 8 23'- 0.0" Allowed - 0.100"
MAX TL CREEP DEFL- -0.003" 8 23'- 0.0" Allowed- 0.133"
MAX RORIE. LL DEFL - 0.018" 8 21'- 6.5"
MAX HORIZ. TL DEFL - 0.030" 8 21'- 6.5"
Design conforms to main windforce-resisting
11-00 11-00 / system and components and cladding criteria.
5-09-04 5-02-12 5-02-12 5-09-04 Wind: 140 mph, h-15ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
1' 1 1' 1' 1' (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor-1.6,
12 12 End vertical(s) are exposed to wind,
6.00 p M-4x6 " 6.00 Trues designed for wind loads
4.0" in the plane of the truss only.
4 ,F-,(
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JOB NAME : POLYGON NW PLAN 7-A NH - G1 '
Scale: 0.2557 MIN
WANMNO8: OENERILL NOTEB, ud...etwrwis.nabd: V, t�i ��
1.Bwderend er.moncoeredor.newe..al.dofxwn«MNa.. 1.This d.gnb baud only upon lMpnmot.nMarmend hmrenMlvidual S�y�_OREGON �,
•
Truss: G1 and Niamey.before construction commences. bolding component.Applicability of d.Mgn premiere end props /�♦/� O
2 2x4 eonpr..an web bracing mud be Metalled Mery sham e. Incorporation&compon.d is the repeaalny Of the boling d.Mgtnr. ...T;
9 V,Q ,�!�
3.Additional temporary brains a Man.delay duns&minMan 2 Design names the tap end broom sherds a be leanM braced at �1 Y � �'
bikergenemiy of the wader.Addams!p.mnmMboars of 2'ea.and d180.e.n.pacevely unless traced throughout their length by
coMnuoa sheathing iah b plywood u sheathing(TC)s andror my wryec). PAUL 1 1�
DATE: 8/10/2015 twoverrstructurele1wr..perwaaryofm.bowngd.Mpner. 3.23 Impact bridging is bardbrWrgrequred&amshoww.. V
SEQ.: K1345845 4.65 lend ebs,jd be.pp8.d 8.say senpeverd 048 e5.,sIbssdnq end 4.Ind.usonortruss lethe responsibility ofthe mp.euvecontractor.
fasteners are complete end d no tea ateuld any loads greater than 6.DeMln ssonws trusses an to be used n.nsnconodss environment,
d.rgn bide be.vpwe to component.
and an/Way condition"of a..
TRANS ID: LINKa DeMgna.nm..hdbearingdmaappomshown.shhnorwedge If
5.canpaTrow.noconooverenda.gm..nor..peaaityyatme MpMe,y. EXPIRES: 12/31/20.16
abaaenn,handling.Wpment and nda8ebon of components. 7.Onion assumes adequate drainage Is prodded. August 10,2015
S.This design b wd.wd.Wpd to the aneee.M edtodh by 8.Plates shell be baled on both aa.of Ms.and placed ea tar ceder
TSVYYTCAs 8081,sepias&Mich M be WNW upon mount. Iles confide with plot anter Rasa
5.Digits Indicate eke of plate In Wawa
MITek USA,lno./CompuTrue Software 7.6.7(1L)-E In.For belle connector pats design Mumma EBR-1711,ESR-1888(ldMTek)
This design prepared from computer input by
Pacific Lumber and Truss-BC
LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0" ICONS. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.
TC: 2x4 KDDF #166TR LOAD DURATION INCREASE - 1.15
BC: 2x4 KDDF #16BTR SPACED 29.0" O.C. sDesignystem conforms to main and claddingresisting
system and components criteria.
TC LATERAL SUPPORT <- 12"OC. UON. LOADING
BC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF
Wind: 140 mph, h-I Sft, closed.2,BCDL-6.0, ASCE 7-30,
DL ON BOTTOM CHORD- 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dir),
TOTAL LOAD- 92.0 PSF load duration factor-1.6,
End vertical(s) are exposed to wind,
LL .. 25 PSF Ground Snow (Pg) Truss designed for wind loads
in the plane of the truss only.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Gable end truss on continuous bearing wall 000.
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET.
4-102 or equal typical at stud verticals.
Refer to CompuTrus gable end detail for
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP complete specifications.
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
11-00 11-00
T ,r
12
6.00 17'
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Scale: 0.3682 V //,
WARNINGS: GENERAL NOTES, mime ethamta noted: v, NW a
1.Nader and erection contractor should be advhed old General Notes 1.This design h bard only Won the parameters Nein and N for an bdAdwl tial,
Truss: GGE and Warnings before buldingandmned.A la. 9,r,OREGON
Irrys Applicability the
of aerometers and �y Q`
2.2l/ampe.ehnnob teeing mud be Installed pawn shown•. Incorporation Design essuormmpop en lame res et the , 'bio.
3.Add:oni temporary bracing to we*Way during mnetrudbn 2 o.tlon.ewrrs me tap and bottom chards to b Wendy N.ad at "�,� A Y 116 Q'
N the raapandbily alme.nds..Additional permanent bracing of 7on and N lip o.o.Sasha.hey unlew bread throughout their length by t a;;4
DATE: 8/10/2015 the ovanlandma lathe mponelbety of the biding deegnw. 74Imconfiraren.ambg aeh.sadng replywoodquired
Nwahbvre Wo rw dryssl(BC). pA U'V. `
4.No bad shoal be appiNd te4.Intmwdbon of trueging N he relbredngtyethe pawn-horn•v
SEQ.: K1345846 anyamp.ouldmyHad greeter
r4.Dwlnasmwahn.eretobsu.adhenamsonaamviron
hsiemn m complete.n0 al m ibw should Amy has.greetN tlwn S.Design Ascom"truae.a are to M used b•non<onoNw environment,
TRANS ID: LINK design keit*be ep*to any component. and aasaryanddbn"moa.
a
S.CompuTra Me no mired over end aroma no mponNMdy froths .Design seams full bearing et al monad::shown.Shim omega.1/ EXPIRES: 12/31/2016
hbrlalbn,handling,Ndpm.nl and pNtedatbn of components. 7.
+
7.P.Ngn"rumsaledon drainage fetele provided. AU9USt 0,2015
O.Tile design h furnished.asubjectste tetlw will
8t ns rt bah by S.Plates Nwlhe bated on born has ofwq and placed riMkoraN
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MRek USA InayCompuTrue Software 7.6.7(11.)-Ea.Dane Indicate she of ph%In inches
10,For Web arrector plate design values me ESR•1s11,ESR-lass(IAT.k)
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 2'- 11.0" ICOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.
TC: 2x4 RODE 4)105TR LOAD DURATION INCREASE - 1.15
BC: 2x4 KDDF S14BTR SPACED 24.0" O.C. Design conforms to main windtorce-resisting
system and components and cladding criteria.
WEBS: 2x4 KDDF STAND
LOADING Wind: 110 mph, h-15ft, TCDL-4.2,BCDL.6.0, ASCE 7-05,
TC LATERAL SUPPORT <- 12"OC. DON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF Enclosed, Cet.2, Exp.B, MISERS,
BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD a 10.0 PSF interior zone, load duration fector-1.6
TOTAL LOAD - 42.0 PSF
Note:Truaa design requires continuous
LL - 25 PSF Ground Snow (Pg) bearing wall for entire span UON.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING MET.
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
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JOB NAME : POLYGON NW PLAN 7—A NH — H1 Scale: 0.7180 r. C,/ y
WAR IBIO*: GENERAL NOTES, urges othe vnM noted: Co...d [� y�t�i Of\.
I.Bulderend erection contedaetead be aMend ofd Gomel Naas 1.This Mapn N band orgy upon to psmeters seen end Is for en Individual 7 l OREGON rt �y,..
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Truss: H1 and Wamego bats.owrarabas commence.. bolding ampon.rg.Apolo...1y of design promoter.end proper -I
2 2.4 nmpree.en web bredng mull be masted ahem Mover.. Incorporation of compome brae mpnabEty Mme building aapmr. - _ 6q t y !y
3.Addbml temporary bnaeq b Moe WgKy dude con*setlo r 2 Dosed..sumsn top prod Mean dere m ba Mornay broad r el t(
Who nepwiabMy.GIN..dor.Weans' rammed Mednp of Too/es..,c end I 0o,aepn 0 ph a dsme bnadl(TC)eoutMkfonplhby �?
w continuos M.atldnp such..plywood M.atllbg(7C)ewror dywel(BC). � PA UL ��
DATE: 8/10/2015 the metal Masan lathe mprrtlty*UM bolding deegnar. 2 Zt Impel bridging or Intent Mednp required Mum etaew++
SEQ.: K1345847 4.No Rod awe be gipped to any cenrpomrg well after all basing end a � � a��� h'df�non-concei,order m,
raaamnan complete araanctlm.aweany loads grantor Man and are rotary sendeon•ofw. y F
TRANS ID: LINK aaprReda Coafrpbadmamcornpmnt. a.D.sign.numsfull baring adsupport.aeww.Shen orwedge ti EXPIRES: 12/31/20:18
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a.Tae d.agn Is Mr4awd eubpdb the l0nlalkns ea forth by &Plates eel be bated an both has of hum and pined eo thsl ane
7PNMCA In ECSI.copies of which MI be furNMed Won read. Ine.colnolde with pint ca ter
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S.Digits Indicate elm ofrate In Inches.
MRek USA,Ina/CompuTrue Software 7.8.4(1L)-E 10.For basic connector plate design values...ESR-1311,580-1og5(Ming
This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 4'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/C9-
1.00
TC: 2x4 KDDF 914BTR LOAD DURATION INCREASE - 1.15 1-2-(-29) 14 1-3-(0) 0
BC: 2x4 KDDF 414BTR SPACED 24.0" O.C.
WEBS: 2x4 DF STAND
LOADING BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
BC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD- 10.0 PSF 1'- 0.0" -27/ 215V 0/ 27H 5.50" 0.32 KDDF ( 625)
TOTAL LOAD - 42.0 PSF 3'- 9.2" 0/ 38V 0/ OH 5.50" 0.06 KDDF ( 625)
JT 1: Heel to plate corner - 5.25" 12 4'- 0.0" -36/ 84V 0/ OH 1.50" 0.13 KDDF ( 625)
4.00 17 LL- 25 PSF Ground Snow (Pg)
'COND. 2: D-..., .n....a.l . _a .. .V ..) '_, ... �
, '. wm.• ..ailg.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL �...-
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180
MAX LL DEFL - -0.004" 8 0'- 0.0" Allowed - 0.100"
BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX TL CREEP DEFL - -0.003" 9 0'- 0.0" Allowed- 0.133^
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TC PANEL LL DEFL - 0.008" 9 2'- 5.6" Allowed- 0.183"
MAX TC PANEL TL DEFL - -0.010" 8 2'- 7.0" Allowed- 0.274"
MAX HORIZ. LL DEFL - -0.003" 8 3'- 11.2"
MAX HORIZ. IL DEFL - 0.003" 0 3'- 11.2"
Design conforms to main windforce-resisting
system and components and cladding criteria.
2 -/
Wind: 140 mph, h-19.8ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor-1.6,
lir Trues designed for wind loads
in the plane of the truss only.
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JOB NAME : POLYGON NW PLAN 7-A NH - H2 ./ �\��
Scale: 0.9459 v / �' �. - ..
WARNINGS: GENERAL NOTES, unbar°them!.noted: V. OREGON
Truss: ['12 1.Strider end emotion anteater should be misled of al General Note. 1.The design l Mood only upon the penmeten sinwn and is for en mdvdual 1' OREGON ..
and Wambge Men anembtion commerce, bolding component.Applicability of design peramebm end proper
2 244 amprewlen web bracing must M Retailed when News.. bceryontbn of nommen b the napondbl8y of 1M widing&elver. 0
3.Additional bmponry bracing b insure WOW during cenWuclbn 2 Design swum..Me top and bottom delle to M laterally braced et 11;9.. qq y A 5 �`'S-
Ice the neponabRy of the erector.Addllenel permesent breabp of T e.a end at 10 0.0.nepectlwly unless Mead throughout meY length by c1 v'
DATE: 8/10/2015 the overalamoMeisme continuous Nwathingwan■eNyhoodshe.thinp(TC)Orrindrywel(BC). PA U ``�
n.ponelbury of bolding designer. 3.24 tmpad bridging or MINI bracing required when shown+.
SEQ.. K1345848 4.Nobed Mould be applied toanycomponent until after a5booing end a Inaahtioneft,wlathe reependblulyofthe respective contractor.
hetanels ere complete and N no time oho rid any Nada greeter then 5.Design eswmee maws an to be used in•non-conosive envhonment
TRANS ID: LINK design beds M eppbdbany component. end en hr•dry condition*of use.
5.Compntne hes no control ever end assumes no responsibility for thee.Design mums not bowing N e5 support.Noxn.Shim or stets EXPIRES: 12/31/2016
fabrication.Imam.shipment end installation o/cen.
mponb. 7.Iaewry.
6.Thbwalpl le henlNednbJect b the Imitations forth by 1.PateaehelMboeten ammo* duan both faces of ate drainage b Wes and placedn their anter dded. August 10,2015
TPNVTCA in SCSI,copies of ehlah MI be furnished upon rape*. Inn coincide vat Joint center Mea
Mtiek USA,Ino./Com Truce SORwaro 7.6.6 1L E g.Digits indicate sin of pleb In Icahn.
W ( /• 10.Far MND snowier pleb design values we ESR•1311,ESR•1986(NUS