HomeMy WebLinkAboutPermit Building 2019-09-12O REGON
Web Address: wr4w.springfield-or.gov
Building Permit
Commercial Structural
Permit Number: al 1-19-OO21O7-STR
IVR Numberi 811095383929
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR 97477
541-726-37 53
Email Addr€ss: permitc€nter@springfield-o..9ov
SPRINGfIELD
b
Permit lsssedi September 12, 2019
Category of Construction: Commercial
Submittcd Job value: $4,000.00
Descriptlon of Work: Fire damage repair to 4-plex, replace trusses
Type of work: Replacement
worksite Address
4170 DAISY ST
Springfield, OR 97478
Parcel
1702323303504
Owner:
Address:
WEST RIVERVIEW
INVESTMENTS LLC
92082 MARCOLA RD
MARCOLA, OR 97454
Business Name
OWNER - Primary
License
ccB
License Number
000000
Phone
lnspcctlon
1999 Final Building
1999 Final Building
1250 Framing
1550 Firewall/Fire Resistance Rated Wall
lnspection Group
Struct Com
Struct Com
Struct Com
Struct Com
ln3pectlon StatuE
Pending
Pending
Pending
Pending
Various inspections are minimally required on each project and often dependent on the scope of work. Contact
the issuing jurisdiction indicated on the permit to determine required inspections for this project.
Schedule or track inspections at www.buildingpermits,oregon.gov
Call or text the word "schedule" to 1-888-299-2821 use IvR number: 811095383929
Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store
permits €xpire if work is not slart€d wlthln 18O D.ys of lssuancc or It work is suspended for 1AO DaYs or longer depending on
thc lssuing agency's pollcy,
A|| proytstons ot taws and or.tln.nces goveminC tnis rypG of work will be complled wlth whethcr sp€clrled h€rGltr or not.
Granting ot a p€rmit docs not prasume to glve ruthorlty to vlolate or cancel thc provlsloos of anY othGt state or local law
rcgulatlng constructlon or the performance ot constructlon.
ATTEITTION: Orcgon law requires you to tollow rul€s adoptcd by the Oregon Udlity Xotltlcadon Center. Thos€ rules are 6et
forth in oAR 952-OO1-OO10 through OAi 952-Oo1-oo9o, You m.y obt ln coples ofthe rules by calllng the Cent€r at (5O3)
232-L947.
Att persons or entiles performino work under thls permlt are ..quirEd to be llc€nsed unle65 cremptcd by ORS 701'O10
(structural/ilechanlcal), oRs 479.540 (Electrlc.l), and oRs 693.o1o_o2o (Plumbing).
prjnted on: 9/!119 page r or 2 C:\myReports/reports//producton/01 STANDARD
\-t
TYPE OF WORK
JOB SITE INFORT,IATION
LICENSED PROFESSIONAL INFORMATION
PENDING INSPECTIONS
SCHEDULING It{SPECTIONS
Pe.mit Number: al l-19-OO21O7-STR Page 2 of 2
Fae Dcrcriptlon
Technology Fee
Structural building permit fee
Structural plan review fee
State of Oregon Surcharge - Bldg (12olo of applicable fees)
Quantity Fee Amount
$ 10. s8
$ 128.20
$83.33
$ 1s.38
$237 .49Total Fees:
C:\myReports/r€ports//prcduction/01 STANDARo
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Structural Permit Application
225 Fifih Srreet . Spnnefleld. OR 97477 . PH(541)?26-3753 . FAX( 54 I )726-3689
Hffi
DEPARTMENT USE ONLY
Permit no fi.uao1
I I
Date: 1 lz r9
'l'his pcrmit is issued undcr OAR 918-460-0030. Pcrmits expirc if work is not strrted within 180 davs ofiss urnce or if uork is
suspended for 180 days.
SUB.CONTRACTOR INFORMATION
Phonr
Electrical
Ph'mbins
-4
q
LOCAL GOVERNMENT APPROVAL
This project h6s Iinal land-use approval
Signature:Datc
This project has DEQ approval.
SiSnature:Datc
Zoning approval verified: I Yes E lto
Property is within flood plain: flYes ENo
CATEGORY OF CONSTRUCTION
E Residential fl Govemment El Commercial
JOB SITE INFORMATION AND LOCATION
Job site address: .{l ?D - q l?L Dc ,s,r- S -.1
City: S P CD Slale. O ra_ZIP:<11.i'
Lot noSubdivision
TaxlotReference
PROPERW OWNER
Name: 1^735-1 tLt,). .- DtLta) J- t L,l<)+-rne2.tit
Address: q Lc,t1- yyt *<-t-u lt._ Q 4
ZIP: Q19City: l,.v.\ ,+r cr, ( d-Stare: O,L
Phone: S:r-l I "4lS-3LU7 Fax
E-nail: Sl<rtcG 4*-A@ (.yylar1 ,q.1*
':;::::*w"8 ffi/*"^," "
this apprication
E This installation is being made on residential or farm prop€rty owred
by me or a mcmbcr of my immcdiat€ family, snd is cxc pl fiom
Iicensing rcquirements under oRS 701.010.
CONTRACTOR INSTALLATION
Business nanre
Address
Ci Slalc ZIP
Phonc:Fax
E-mail
CCB license no
Print nam€
Signaturc
FEE SCHEDULE
l- Valuation information
(a) Job description
Occupancy
Square feet
Cost per square foot:
TJ-pe of IIe&t:
En€rgr l'alh:
E ne* lalteration I addition
O) Foundation-only permit? E y." E No
sTotal velurtion: rl,Oob- ro
2. Building fees
$(a) Pemril lec (use valuation table)
(b) Investigative fee (equal to [2a])
(c) Reinspcction ($ per hour)
(nunrber ofhours x fee per hour)S
(d) Enter 12% surcharge (.12 x l2a+2t:2c)):S
(e) Subtotrl offees above (2r through 2d):s
3. Plan review fees
s(a) Plan review (65% x permit fee [2a])
(b) Fire and lile safety (65% x permit fee [2a])s
(c) Subtotrl of fees abore (3e end 3b):s
,1. Miscellaneous fees
(a) Seismic fee, l% (.01 x pemrit fee [2a])5
(b) Tech fee, 5% (.05 x pennil fee[2a]+PR fee [3c])s
JOTAL fecs and surcharges (2et3c+4a+b):*5).+
Last cditcd 5-5-2019 Bjoncs
CtrY oF Spnhtcrnlo, oREGoN
CCB l,icenre #
Conslruction type:
Other infonnation:
s
PropertY Owner Statement
Regarding Construction Responsibilities
Oregon Law requires residential construction permit applicants who are not licensed with the
Conitruction Contractors Board to sign the following statement before a building permit can be
issued. (ORS 701.325 (2ll
This statement is required for residential building, electrical, mechanical' and Plu
Licensed architect and engineer apPlicants, exempt from licensing under ORS 70
submit this statement. This statement will be filed with the permit'
mbing permits.
1.010 (7), need not
Please check the aPProPriate box
L l I own, reside in, or will reside in the completed structure and my general contractor js
Name ccB#Expiration Dale
L-- I will inform my general contractor that all subcontractors who work on the structure must be
licensed with the Construction Contractors Board'
or
V lwil be performrng work on property I own, a residence that I reside in, or a residencc that lwill
reside jn. lf I hire subcontractors, lwill hire only subcontractors licensed with the Construction
Contractors Board. lf I change my mind and hire a general contractor, I will select a contractor
who is licensed with the ccB and will immediately give the name of the contractor to the office
issuing this Building Permit.
I have read and undeEtand the lnformation Notice to Homeowners
anO t treteOy certify that the information on this homeowner statem
About Consttuction ResPonsibilities,
ent is true and accurate.
#z'L,E CucD
Print Name o{ Permit APPIicznt
Signat of Applicant
qi (1l2-
Date
Permit #:Oor.\o?
ctt?o Da-'.5r
\A Date l?-lq
This Copy for Permit Offices
Address:
lssued by:
lnformation Notice to Owners About
Construction ResPonsi bi lities
(oRS 701.32s (3))
CONSTRUCTION CONTRACTORS BOARD
PO Box 14'140. Salem, OR 973095052
Telephone: 503378-4621 - Fax: 50$373-2007
Website Address: www.oreoon.oov/ccb
a
Homeownets acting as their own general contracto,s to construct a new home
or make a substantial improvement to an existing structure, can plevcnt many problems
by being aware ol the following responsibilities:
Homeowners who use labor provided by workers not licensed by the Construction Contractors
Board, may be considered an employer, and the workers who provide the Iabor may be considered
employees. As an employer, you must comply with the following:
oregon,s withholding Tax Law: Employers must withhold income taxes from employee wages
at thi time employees are paid. You will be liable for the tax payments even if you don't actually
withhold the tax from your employees. For more information, call the Departmenl of Revenue at
503-378-4988.
Unemployment lnsurance Tax: Employers are required to pay a tax for unemployment insurance
purposes tn the wages of all employees. For more information, call the Oregon Employment
Department at 503-947-1 488.
oregon,s Business ldentification Number (BlN): is a combined number for both oregon
Wthholding and Unemployment lnsurance Tax- To file for a BlN, go online to the Oregon Business
Registry. For questions, call 50$945-8091 .
Workers Compensation lnsurance: Employers are subiecl to the Oregon Workers Compensation
Law, and must obtain Workers Compensation lnsurance for their employees. lf you fail to obtain
Workers Compensation lnsurance, you could be subject to penalties and be liable for all claim costs
if one of your workers is injured on the job. For more information, call the Workers Compensetion
Division at the Department of Consumer and Business Services at 800-452-0288'
Tax Withholding: Empioyers must withhold social security Tax and Federal Income Tax from
employee wages. You may be liable for the tax payment, even if you didn't actually withhold the tax.
For a Federal EIN number, go online to www.irs.oov.
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Other Responsibilities of Homeowners:
Code Compliance: As the permit holder for a construction prqect, the homeowner is responsible
for notifying building officials at the appropriate times, so that the required inspections can be
performed. Homeowners are also responsible for resolving any failure to meet code requirements
that may be found through inspections.
property Damage and Liability lnsurance: Homeowners acting as their own contractors should
conlact their insurance agent to ensure adequate insurance coverage for accidents and omissions,
such as falling tools, paint overspray, water damage from pipe pUnctures, fire, or work that must be
redone. Liability lnsurance must be sufficient to cover injuries to persons on the job site who are not
otherwise covered as employees by Workers ComPensation lnsurance.
Expertise: Homeowners should make sure they have the skills to act as their own general
contractor, and the expertise required to coordinate the work of both rough-ln and finish trades.
a
This Copy for Permit^!,-6r ..1^6r6.i q-rOi 6
From: THE TRUSS COMPANY AND BUILD|NG S
noreply@elavon.com
Subject: Order Confirmation
Date: Sep 11, 2019 at2:17:16PM
To: steveg4sci@gmail.com
THE TRUSS COMPANY AND BUILDING S
29336 AIRPORT ROAD
EUGENE, OR 97402
541-688-8671
Order Results
Profile Name:
Transaction lD:
Date/Time:
Transaction Type:
Approval Message:
Approval Code:
Order Section
EUGENE
1 1 091 9444-86855F7A-A2C3-463+9DtrA-1 C4758Al 9CBF
09h1f2019 02:17:og PM
SALE
APPROVAL
69117P
Card Number :
Amount :
lnvoice Number :
Additional lnformation
Acct Number :
$3793.00USD
69246
J1043439
2O-PPSFlOO
Billing Address
First Name :
Last name :
Addressl:
City:
State/Province:
Postal Code :
Phone :
Email Address :
Steve
Gold
9_2082 Ma.reala.Rga.d
Marcola
OR
97454
541.915.3667
steve04scirAomail com
The information contained in this e-mail and in any attachments is intended only for
the person or entity to which it is addressed and may contain confidential andior
privileged material. Any review, retransmission, dissemination or other use of, or taking
of any action in reliance upon, this information by persons or entities other than the
intended recipient is prohibited. This message has been scanned for known computer
viruses.
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and .rpro/e ?tl <dni.isid. ad J6 cME o fie
L.yqrt Ttues will be meuhclr.d 6 aPprc\€d
4 Plex - Fire Bum
4170-4176 Daisy, Springtield, OR
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112956266
23-0-0
23-0-0
cst.TC 025BC O 1,1wB 0.05
Matrix SH
LOADING (p6r)
TCLL 25O
(Roof smw=25.0)
TCDL A OBCLL O.O
BCDL 7 O
LUMBEB.
TOP CHORD
BOT CHORD
OTHERS
2x4 DF No 2
2x4 DF No.2
2x4 DF Slud
SPACI{G 2 GO
Plate Gnp DOL 1 15
Lumber DOL 1.15
Rep Stress lncr YES
Code lRC2015/TP12014
OEFL.
Vert(LL)
Vert(CT)
Hoz(cr)
in lloc)001 19
001 19
000 18
lldel Ud
ih 124
n/r 90
PLATES
t'rT20
GRIP
2201195
Weloht 141 lb n = md/.
BRACING.
TOP CHORD
BOT CHORD
Strucluralwood sheathing directly applied or6-0-0 oc purllns
Rrgid ce ling directly applied or 10-G0 oc bracing.
EEACTIONS. AllbeaiPgs 28 o 0
(lb) - lvax Hoz 2=-76ltc 11)
It4ax Upl'ft A lpllit 100|b or less atjornt(s) 28 30,31 32,33,34,35,26 25,24,23,22.21,2nexcept
2=-10s(Lc 6), 18= 113(Lc 7)
Max Grav AllreactiorE 250|b or less atjoint(s)27 2a,30,31 32,33 34,26,25.24,23,22 2l except
2=322(LC 17), 35=338(LC 17) 20=338(LC 18) 18.322(LC 18)
FORCES.
WEBS
(lb) Max Comp./Max Ten. - Allforces 250 (lb)or less except when shown
3-35=-27OhO7 17 -m-'27O11O6
NOTE9
1) \Mnd ASCE 7 10; Vult=120mph (3-second gust) Vasd=gsmph: TCDL=4 8psi, BCDL.4 2psft h=25ft, Cat ll; Exp B Enclosedi
I,IWFRS (envelope)gable end zone] cantilever lefr and rlght exposed ;end verticaiJeft and right exposed, Lumber DOL=1 60 plate
grip DOL=1 60
2) Truss designed torwil,ld loads in the plane of the trLBsonly. For studs exposed to wind (nomalio the face), see Standard lndustry
Gable End DetaiJs as applicable, or consult qualified building designeras perANS|/TP| 1.
3) ICLL: ASCE 7-10, Pts25 0 psf (flat roor snow); Category ll; Exp B; Partially Exp ; Ct='1.10
4) Unbalanced snow loads have been considered for this design
5) This truss has been designed lor grealer ol min roof live loacl of 16.0 psf or 1 00 times flat roof load of25 0 psf on ovehangs
fion concurrent with olher live loads
6) All plates are 1 5x4 MT20 unless otheMise indicated
7) Gable rcquires continuous bottom chord bearing.
8) Gable studs spaced at 1 ,4{ oc.
9) This truss rEs been designed fora 10 0 psf bottorn crDrd live load nonconcurrent wlth arry otler live loads.
10) " This tuss has been desigr€d ior a live load of 20.0psf on the bottom ohord in a!! arcas where a rcctangle 36-0 tall by 2{{ wa&
will fit between the bottom crprd and any other rnembers
1 '1 ) Prcvide mecha nical conneclion (by others) of tftrss to bearing plate ca pable of withstanding I 00 lb uplift at joift(s) 28, 30, 31 , 32,
33, U, 35 26, 25, 24, 23, 22, 21, 20 except (tt=lb) 2.103, 1 8=1 1 3
LOAD CASE(S) Standard
September 6,2019
AvlantA.v tttrsirnpaa.ERrndAEADttorEsottrHBattottlcluoE0ttr€kEEttREllctPlaE b/173 SEroBE USE,
D?si0n valid loruse sly wilh Milek comsdss. This desion is bas.d onry lDff paftm.te6 shwn, and is lo. an individual blildino conponenl.
Arplioabiliry oldesion Daramonlers ann po0erincooorand orcomponrnr is risponslirity ol buildino desiqne.'nor tlss desiqner Bracinq shoqn
s,orlar.rarsuppDrrorindiviruarw.bm.niereonry Additional teEDorary bracingro insure stabililydunng conslrucbDn is$e nsponsibillity orlhe
eector Addirionalpefinanrnlbracinqoldlr Dvrollsttuotun sde responribilyol6e !!ildin0 deroner FDrq.n.talgudanc. e0ading
raDncJrron oJatrycoirtol, shrao. d.lBery erudion ard b &n0 Lors"I AXSrIPII qutry C enr,0sa_0l.nd rosll lulElng Conlon.Il
Srhlylunido'airnabe4omTrJ,sPlrre['sdJre583D01olnoD'?F.r,lad,lor.wl537l9
l\,1Tek recommends that Stabillzels and required cross bracing
be installed during truss ereclion, in acco.dance with Stabilizer
r!*
Re: J1043439
Goulde, Steve
Tri-State Engineering, lnc
12810 NE'178th Street
Suite 218
Woodinville, WA 98072
425.481.6601
The truss drawing(s) referenced below have been ptlpt"q b] ]?:llate Engineering under my direct supervrsron
;il;;,h" il;;ers provided bv The Trusi Company (Eugene)'
Pages or sheets covered by this seal: 112956266 thru112956269
My license renewal date for the state of Oregon is December 3 1' 2020'
September 6,2019
Terr.v Powell
The seal on these draw,ings indicate acceptance of professional engineering responsibility.solely for the
*il;;;;;;;1; ;Lrm." The suitability: and use o? this component for any particular building is the
responsibility of the building designer, per ANSVTPI 1.
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lD lUolGrt\,ds3pNcE l xEwtyjabl -9hMycXPoMEoUlfCDSVvlmmss)(6A_2wiNr uQ8ygMgs
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LOADITaG (pso
TCLL 250
(Roof SrDw=2s 0)TCDL 8,0
BCLL O.O
BCDL 7.O
SPACU{G 2-O-0
Plate Gnp mL 1 15
I umber DOL 1 15
Rep Slress lncr YES
Code lRC2015/TP12014
cst.TC 085
BC O74
WB 027
Matnx-MSH
l/defl
>999
>953
360
240
{a:G3-0,Edgel
-0 18
,0 35
008
{loc)
6
Weighl 107Ib n =2Aa/o
LUMAEB.
TOP CHORD
BOT CHORD
WEBS
2x4 DF No 2
2x4 DF No 2
2(4 DF Stud
BRACITIG.
TOP CtsORD
BOT CHORD
MiTek €clmmends that Slabilizers ar]d required cross bracing
be irstalled during truss ereclion, in accordance with Sladlizer
!rstalE!r9! S!!e
FORCES. (lb) - Max Comp./Mar. Ten - all forces 250 (lb) or less etcept wlEn srown
TOP CHORD 2-3=-26731391, 3-16=-2323810, 416=-22458n, +17= 2?69re49,5'17='234€n30,
56=-2490/415
8OT CHORD 2-9='ffiD47A, A-9=-167n6$, 7-8=-16711656, 6-7=342m12
WEEIS +7=-113la1A,5-7=-624n10,49=-103167.3-F-5871204
6= 16a,2=24
LOAO CASE(S) Standad
floTEg
1) Wm: ASCE 7-10; Vult=12omph (3-secord gust) Vasd=gsmph; TCDL=4 8p6i BCDL=4 2p6i h=25fi; cat ll, Exp q Enclosed;
MWFRS lenvelope) gabte end zone ca ntilever lefr ard right exposed ; end vertical left and igl( exposed; Lumber OOL=1 .60 date
gap DOL=1 60
2) TCLL: AscE 7,10, PE25 0 p6f (flat rool sno\/v)i category ll, Exp Bi Parlially Exp, Ctr'1 10
3) Unbalanced sno, loads have been consdered tor th6 de9gn
4) This truss has been c,esrgrEd ior greater o, min roof live load of 16.0 psr or 1 0O times flal rool load of25 0 psf on overharps
rbnsncurrent with olher live loacb.
5) Thistruss has been designed for a 10.0 psf bottom chord live load noncsncurrent with arv other lve loads
6) . Thjs trLlss has been d€s€ned for a live load of 20 0p6f on the botom chord in all areas where a rectangle 3S{ tall by 2{4 wid€
willfrt betri/een the bottom clDrd ard any other npmbels
7) Provk e nEcharical conn€ction (Dry others) of trrEs to bearing plate capable ol withstanding 1 00 lb ud ifr at jont(s) except 0t=lb)
I vtanrc - nayaag 2.nfi.t 't tld AEAo NorEs otl t,/ts Alto ttlcLuDE 0 nfEl EEfEREllcE PAqE FTanAEfoREUSE.
D.saon valrd i.r!s! ody lnh MiTBk com.crc. Thisdlsign is bas.d onl, lpm D.nm.l.6 sn.Atn, ad Is Lrfi lidlYidu.l6ulldi.0 cornpon.nt
A0dabray ot dast@ D;rrn.nt.rs :nd pop.r in0o,pordio .r com0M.nl is r.spmdoilty ol b uidino d tsiln.r' noi truss d tsion.. B r.olnC shoff
EfuLi.dsJMnothdivnJ.lrrbmm!.GMt Addt .ll.mD...rv br.{ino lo inur. srrlutv dJdI{ lon.l'ucns rslli. rlsD65Drlv oltn'
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t,ti,,l- a,iri &rtu. storri. d;ryto r.dM .rn Dacmo. cdar lrtrrtrl 0rr, ci.rb, 06t'aa trd lcsrl t L! Goq{n'trl
6.fi!Hrnido; .,.iau.l6rn lto$ P,a,. httlrr..583 D omho oive. Mrdirm. w|537'9
September 6,2019
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67,9
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OEFL.
vert(L.L)
Vert(CT)
Horz(CT)
PLATES GRIP
MT20 2mt1
IrEturalwood sheathing directly apdied or 2 2{ oc purlm6
Rrgid ceiling direcny apdied or 1GSo oc bracing.
eEACnOl,lS. (lbAze) 6=1115/0€-8 (mrn. G1-8), t1257lC-5€ (mn G1{)
Max Horz 2=a6GC 10)
Mar Ud'n 6=-168(LC 7), 2=-240(LC 6)
,
,!1
1043rt39
T!€ Trus6 Co. Eulerl€. OR 97402
F,o{
Plate Offsets (X Y)
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LOADIXG (p6f)
TCLL 250
(Rod SrDw=25.0)
TCDL 80
acLL 0 0
acol 7 0
LUTIBER.
TOP CHORD
BOT CHORD
WEBS
2x4 DF No.2
2)(4 DF No 2
2x4 DF Stud
J2:G1-8.Edqel. 14 G3{,E!S}.I Lo!:ljq.Eosel
,*a -T
Plate Gop DOL 1 15
LunberDOL 'l 15
Rep S'L€ss lfls YES
Code IRC2O15/TP|2O'14
OEFL.
Vert{LL)
Vert(CT)
Hoz(cT)
(loc)
&10
&16
l/defl
>999
>s99
SPACING.
9,e15
9,e15
t&tl
&1G2
BRACING.
TOP CHORD
BOT CHORD
28-CO
ce15
cst.
TC
BC
084
067
026
{.17
{.33
008
PLATES
MT2O
GRIP
220t195
Slructu€I wood sheathing direc,tly apPlied
Rigid ceiling directy applied or 1GG0 oc bracing ,
tr,t,ret recommenOs tnatEGOitizers 'and requii bracing
be installed dunrE tsuss erection, in accordance with Stabhzer
l4lalat,on g4q
nEACnOXS. llbtsize) 2=125210-5'8 (min 0-1-8),6=1252/0-54 (min 0-13)
Max Horz 2='76{Lc 11)
Max Udn 2= 39(LC 6), 6= 239(LC 7)
FORCES. (lb)
TOP CHORD
Max comp./Max Ten - All iorces 250 (lb) or less except wlEn shown
2-3= -26bai3ag. 3-17 = 231om' +17 =-232n27, +1 a2'2232F27 5'18='231oma
5-6=-2659n89
2-10=-3522465, 910=-153/1642 8"9=-153r642, 6-8='28612465
4"8=-1o4fisA, 54=-607 tX4, 4-10='103,788, 3-1G607,204
BOT CHORD
WEE}S
XOTEg
rl *J, rcCr U-r O, Vrn=12omph (3'second gust) vas#gs.nph, TCDL:4 Spsf; BCDL=4 2p6i h=25fi; Cat ll Exp Bi Enclosed;
' MV1'FRS (eruelope) gable end zone; cantrtever tn and nght expos€d ; end verticat left and right exposed; Lumb€r DoL=1 60 date
grip DoL=1.60
2) iiLL: AscE 7-10; Ptr25-0 psl (flat roof sno./v)i category lli Exp B; Partially Exp ' ct=1 10
3r Lrnbalanced snoi, loads lEve Een consdered lor thls design
li it i t.,". m" o."n o"srgrEd tor grealer of min roof hve toad of 16 o p6f or '1 o0 times flat roof load of 25 0 Psf on overharEs
rcn-coficrireri with other live loads
5r lhB hRs r€s been desEned lor a 10 O r6f bottom chord live load nonconcurrcntwth ary other live loads
ii i rt," r*" n"" *.n oe;gr€d tor a tNe toad ot 2o.Opsf on the botlom chord m all areas where a rectangle 36{ tall q/ 2-O'0 wide
will fit bet/veen the bottom chord and arry other members
t) irovioe mecna nicat conneclion (by otheis)ol tr,€s to bearing plate capable of withstanding 100lb uplift at ioint(s) exc€pt (I=lb)
2=239, 6=239
LOAD CASE(S) Slandard
,.to rredrM rd br.atro.
ss Flal. rns|I,r..583 D 0 ;ldoDivr tirdBon wl 53719
rnd ECSll SdXlnP Co Pon.rl
September 6,2019
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LOAOII{G {p6f)TCLL 25.0
(Roof Smw=25 0)
TCDL 8,0BCLL O O
E}CDL 7 O
PLATES
MT20
GRIP
220t1
csr.
rc 0.25BC 013
WB 006
MatnxsH
DEFL.
vert(Ll)
vert(cT)
Horz(CT)
in (loc)0.01 1001 1ooo 18
l/defl ud.tlt '120
rJr 90
Weigilt:134 b FI = 20%
LUITBER-
TOP CHORD
BOT CHORD
OTHERS
2x4 DF No 2
2x4 DF No 2
2x4 DF Stud
FEACNONS.
(tb)
Allbearings 28 0 0
Max Horz 2=85(LC 10)
BBACING.
TOP CHORD
BOT CHORD
Structuralwood shealhing dlrectly applled or6-0{ oc purtins
Rigid ceiling directy apdred or 1GGo oc blacing
MrTek recommendsthat StabdEers aftt requred crcss braong
b€ rrEtalled dunno tuss erecl,on, rn accordance wnh Sahtperrnst!!!q!9!j!!L-
Max Uplift Alludft 100lb or tess atjont(s)18,27 29, 30, 31, 32, 33, 34, 25 24,23.22,21,m,8
exce :E-101(LC 6)
Max Grav All reactiom 250 lb o. less at joint(s) 18, 26,27,29,30,31 32,33 25,24,2},n,2.1,mercep|
2.322(Lc 1), 34=33(Lc 17), 19=426(Lc 18)
FORCES
WEBS
(lb)- Max Conlp /Max Ten - Allforces 250 (lb) or less except e/hen stDwn
13+-27 OnOT 17 -19=-3121120
NOTES
1) Wrd: ASCE 7,10; Vultr12omph (3 secord gust) Vas(Fgsmphi TCDL=4 8psf, BCDL=4 2p6f; h=25n, C6t [: Exp Bi Enciosedi
MWFRS (ervelope) gabie end zooe. cantilever leit and right exposed i end vertbal lefr and right exp6ed: Lurnber DOL=1 60 dategrip DoL=1 60
2) Truss d€6ig.Ed for wrd loads in the dane of the trGs only Fo, studs exposed to wlnd (mrmal to the tace), see Standard tndL6try
GaUe Erd Details as apdicable, or consult quatified buitding desErEr as per ANSlnPt 1
3) TGLL: ASCE 7-10; PF25 0 p6I (fht roof Enor/); Category ll, Exp B, Parta y Exp; Ci=1 10
4) Unbhnced snor/ loads have been considered for this design
5) This truss lEs been des€rEd it. greater of min roof live lo6d of 16 0 psl or 1 0O times flat loof toad of 25 0 p6t on ot/eharEs
rEn€ncwrent rrith othet live loa(b.
6) All plates ale '1 5x4 MT20 unless othelwlse indicated
7) Ga e requires continuous bottom chord beanng.
8) Gable studs spaced at 1 -4-0 oc
9) ThLs truss h66 been desigrEd for a 10 0 p6f bottom ctlord live toad norEoncurremwith arry otEr tive load€
10) 'Tlis lrl6s has been cbegrEd for a lve load c, 20 op6f on the botom chod in all arc6s where a reclangte 364 ta by 2{{ wde
will fit t€Meen tfp bttom ctbrd ard any other nEmbels
11) Provide mochanlcal connection (by otheE)oltruss to beafing plate c€pable of withstanding '1OO tb upln at joirt(s) 18, 27, 29, 30,
3'1, 32, 33, 34 25, 24, 23 22, 21, 20, 19 elcept (t=lb) 2.1 01
LOAD CASE(S) starda.d
0Bronralld lor lse mly $rh M|T.I connedc ri sdergn rsbased 6ty rom parah.t.6shM. alld rs tor ar i.divd lat luitdh0 cmpd.ntApllic.b ny oldlsisn paran.nl.6 inn Ooptrlnco,poraiM o, componentis resoonsiDirty o, buirdrno acsrgner-n*buss a*ronci Braiino srrorris lor hl'ralsJpoon orrdrfldrarwlb m.Fb.6only addiional.mpnrJrybralmoronuirstaurtnvofigco"strucr.o.,slh.rrsponsibdhyor$.
eaclor AddiionrlDlmil.nrbEcinOolthe ovrra l,lr lcutu urho r.spFebIryotD. brndino des,o1.r r0r orn.rdt oJh.nc. ooardmo
Lib-icaio-r qJrrtyconror. docor oeryery..i!d'o,,,rd b,dLn q -onrJl rxgurPn o!.h C,t.it., DSo-.,eri tcsil Bdrdhs comDoi.itSarlv lnofln.lDi ,vairaDr. ,rh Tass Plate rnsmJre.5Sl D 0{or.o Dire. uio6on wt53719
September 6,2019
A vAn n6 - v.'nrr.titn t.nn.t B.ndn 0 otEs0 rhBAtowcluoeoytfEK nEFtRttcE pa6E ttt-lan u t orE ust
403 112
9
12
6
3
SPACIIIG 2 GO
Plate Gnp DOL 115
Lumber DOL 1 15
Rep Slress ncr YES
Code lRC2015/TP2014
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