HomeMy WebLinkAboutPermit Building 2020-02-14SPRINGFIELD
OREGON
Web Address: www.springfi eld-or. gov
Building Permit
Commercial Structural
Permit Number: 81 1-19-OO1983-STR
IVR Number: 811043231541
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR97477
54t-726-3753
Email Address : permitcenter@springfield-or.9ov
Permit Issued: February L4,2O2O
TYPE OF WORK
Category of Construction: Residential Type of Work: New
Submitted Job Value: $222,223.68
Description of Work: New 4-unittownhouse, Lot 5 Ronald Park - Note: changed to townhouse construction
under ORSC.
Worksite Address
1890 17TH ST
Springfield, OR 97477
Parcel
L703252402900
Owner:
Address
KWAKE PAUL
PO BOX 238
CHESHIRE, OR 97419
LICENSED PROFESSIONAL INFORMATION
Business Name
SEE PROPERTY OWNER
INFORMATION - Primary
License
Owner (Property)
License Number
OWNER
Phone
PENDING INSPECTIONS
Permits expire if work is not started within 18O Days of issuance or if work is suspended for 18O Days or longer depending on
the issuing agency's policy.
All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.
Granting of a permit does not presume to give authoriw to violate or cancel the provisions of any other state or local law
regulating constructlon or the performance of construction,
ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center, Those rules are set
forth in OAR 952-OO1-OO1O through OAR 952-OO1-OO9O. You may obtain copies of the rules by calling the Center at (503)
232-t987.
All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 7O1.O1O
(Structural/Mechanical), ORS 479.540 (Electrical), and ORs 593.o10-o20 (Plumbing)'
Printed on: 2/14/20 Page 1 of 3 C:\myReports/reports//prcduction/01 STANDARD
L-_
{fi
JOB SITE INFORMATION
Permit Number; 81 1-19-001983-STR
Inspection
1999 Final Building
1999 Final Building
1260 Framing
1090 Street Trees
1110 Footing
1120 Foundation
1160 UFER Ground
1460 Insulation
1530 Exterior Shearwall
1550 Firewall/Fire Resistance Rated Wall
L7L4 Fire Sprinkler Rough
1720 Fire Sprinkler Final
1996 Final Inspection - Planning
Inspection Group
Struct Com
Struct Com
Struct Com
Struct Com
Struct Com
Struct Com
Struct Com
Struct Com
Struct Com
Struct Com
Struct Com
Struct Com
Struct Com
Page 2 of 3
Inspection Status
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Prinled oni 2ll4l2o
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: 811043231541
Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store
Page 2 of 3 C: \myReports/reports//production/0 1 STAN DA RD
SCHEDULING
Permit Number: 81 1-19-OO1983-STR Page 3 of 3
Fee Description
Technology Fee
SDC: Total MWMC Administration Fee - Local
SDC: Total Transportation Administration Fee
SDC: Reimbursement - Transportation SDC
SDC: Reimbursement Cost - Storm Drainage
SDC: Improvement Cost - Storm Drainage
SDC: Reimbursement Cost - Local Wastewater
SDC: Improvement Cost - Local Wastewater
SDC: Total Sewer Administration Fee
SDC: Improvement - Transportation SDC
SDC: Reimbursement Cost - MWMC Regional Wastewater SDC
SDC: Improvement Cost - MWMC Regional Wastewater SDC
SDC: Compliance Cost - MWMC Regional Wastewater SDC
SDC: MWMC Credit - Regional Wastewater SDC
SDC: Administrative Fee - MWMC Regional Wastewater SDC
SDC: Total Storm Administration Fee
Fire SDC - New Com Construction Sq Ft fee - enter sq ftg
Structural building permit fee
Structural plan review fee
Willamalane fees - Single Attached, per unit
State of Oregon Surcharge - Bldg (L2o/o of applicable fees)
31 1.05
760.36
760.24
775.28
LL27.O2
6820
3359.6
508.98
L4446.87
543.72
6483.4
91.28
-907.35
10
95.17
2952
Quantity Fee Amount
$13s,9s
$3 1 1,05
$760.36
$760.24
$776.28
$t,t27.02
$6,820.00
$3,359.60
$s08.98
$L4,446.87
$543.72
$6,483.40
$91.28
$-907.3s
$10.00
$9s.17
$324.72
$1,647.88
$L,07L.t2
$ 16,688.00
$L97.7s
$55,252.04
4
Total Fees:
Construction Type
VB
VB
Printed ont 2/74/20
Occupancy Type
R-2 multiple family
U Utility, misc.
Unit Unit Cost
Sq Ft $112.76
Sq Ft $48.73
Total Job Value:
Job Value
$ 138,018.24
$84,205.44
$222,223.68
C : \myReports/reports//production/01 STAN DARD
Unit Amount
r,224.00
r,728.00
Page 3 of 3
PERMIT FEES
VALUATION
SPRINGFIELD
#
OREGON
www.springf ield-or.gov
Worksite address: 1890 1 7TH ST, Springfield , OR 97477
Parcel: 1703252402900
Transaction Receipt
81 1-19-001983-STR
IVR Number: 81 1043231541
Receipt Number: 472195
Receipt Date:8127119
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR 97477
54t-726-3753
perm itcenter@spri ngfield-or. gov
Fees Paid
Account codeTransaction Units
date
8127119 1.00 Ea
Description
Structural plan review fee 224 -00000 - 425602- 1 030
Fee amount
$1,071.12
Paid amount
$1,071.12
Payment Method: Check number:6494 Payer: KWAKE PAUL Payment Amount:$1,071.12
Cashier: Chris Carpenter Receipt Total:$1,071.12
Ptinled: 1 I 17 120 Z:28 pm Page 1 of 1 Fl N_Tra nsaction Receipt_pr
CIrv or SpnnvcFIELD, oREGON
Structural Permit Application
I-,,^"r\)-
Ntr, D rtl
No r.! evt C,e
Nq!& flgu:6es 1-
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lt,
Ph^../lq*^^*) W,-
6we LDt? ?e sugrn irre D
HoebES 10 hWurCtr'r 0 K
NGFIETO
'fr
225 F ifth Street . Springfi el d. OR 9? 4'7'l . PH(s 4 I )7 26 -3753 0 FAX(54 I )7 26 -3 689 OREGO
This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days
suspended for 180 days.
7
or if work is
\
DEPARTMENT USE ONLY
Perrrit no.: $ i1- /?D-S
oate: fl22/1g
LOCAL GOVERNMENT APPROVAL
Date:
This project has final land-use approval.
Signature:
Date:
This project has DEQ approval.
Signature:
Zoning approval verified: ! Yes E No
Property is within flood plain: fl Yes n No
CATEGORY OF CONSTRUCTION
! Residential ! Govemment n Commercial
JOB SITE INFORMATION AND LOCATION
Job site address:
Cityt f pn/ t/4 lz .s l/)State:zw{7 y
Subdivision Lot no.
Taxlot: C)}q@Reference: \-? D3a5rq
PROPERTY OWNER
Name:
Address:
City:
Fax:Phone: f 1/
E-mail:
this application:'sBuildingOwner
Sign
f] ttris ffror?u,i", f. aefi {r aeon residential or farm property owned
by me or a member of my immediate family, and is exempt from
licensing requirements under ORS 701 .01 0.
GONTRACTOR INSTALLATION
Business name:
Address: f)Ut4/'{/
State:ZIP:City:l-/ r - .'
Phone:Fax:
E-mail:
CCB license no.
Print name:
Signature:
Mechanical
FEE SCHEDULE
1. Valuation information
il
Occupancy
22.tl)
Other information:
Cost per square foot:
Square feet:
Construction type: 'r4) O0
Type of Heat:
Energr Path:
! new f]alteration ! addition
(b) Foundation-only permit? E yo E No
Total valuation:e2Z
2. Building fees
(a) Permit fee (use valuation table):$ /bct7d)
(b) lnvestigative fee (equal to [2a]):$
(c) Reinspection ($ perhour):
(number ofhours x fee per hour)$
(d) Enter 127o surcharge (.12 xl2a+2b+2cl):$
(e) Subtotal offees above (2a through 2d):$
3. Plan review fees
(a) Plan review (65% x permit fee [2a]):$ bTtG
(b) Fire and life safety (65% x permit fee [2a]):$
(c) Subtotal offees above (3a and 3b):$
4. Miscellaneous fees
(a) Seismic fee, 1o/o (.01 x permit fee [2a]):$
(b) Tech fee,5o/o (.05 x permit fee[2a]+PR fee [3c])$
?n2"/9IOTAL fees and surcharges (2e+3c+4a+b):
SU B.CONTRACTOR INFORMATION
Name CCB License #Phone
Electrical
Plumbing
Last edited 5-5-2019 BJones
tQn\LJ,.r/S
\q 7A
State: oft Z\POTt/
(a) Job description:
fuIITek.
MiTek USA, lnc.
MiTek USA, lnc.
400 Sunrise Avenue, Suite 270
Roseville, CA 95661
Telephone 91 6-755-3571
Re:2146-19
PauI Kwake
The kuss drawing(s) referencedbelow have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Relco Roof.
Pages or sheets covered by this seal: R59561038 tIru R59561041
My license renewal date for the state of Oregon is June 30,2021.
87022PE
q/
ER 1
September 17 ,2079
Hemandez, Marcos
IMPORTANT NOTE: fte seal on these buss component designs is a certificationthat the engineer named is ricensed in the jurisdiction(s) identified an-d that thedesigns comply with ANSt/Tpt 1. These designs are tasea upon parametersshown (e.ga, loads, supports, dimensions, shJpes and design codes), .nicn *er"given to Mirek or TRENCO. Any project specific intormation indud6d is ror trritlk,s orTRENCo's customers fire reference purpose onry, and was not taken into account in theP'ep..'Tti9.! of these designs- Mirek or TRENCO has not indepenaenuy uerm.J ii-,'"
-
;.ffll=ll,g gl9_" !9s1sn g1ralgters or the.desisns for any particutar buitding. B.Lr. ,"",rne Dulotng destgner should.verify applicability of design paramelers and prof,ertyincorporate these designs into the overail buiriing d;s"ign'per ANSr/Tpr r,'cnlpt6r z.
Takeoff SOLD TO TRANSAcIoN# 2146-19
STATUS QUOTE
PO*frvz\"a>-FtELc;g^
IRUSS
Since 1973
PO Box 84 Harrisburg, OR 97446
voice 541.995.6311 fax 541 .995.6111
WWW.RELCOTRUSS.COM
SPECIAL NOTES: Paul Kwake: (541) 915-6736
pa u lk\^ra kesr@g mai l.com
PO Box 238
Cheshire, OR 97419
Roof Tru SSES
snrero Building B
Springfield, OR 97477
JoBNAME Paul Kwake
sALES REP Hunter Jelden
REOUESTED DEL
DESTcNER Hunter Jelden
CONTACT
STUB
LEFT RIGHT
QTY
PLY P]TCH LABEL
(Shipping) Ease SP,
HEIG}IT SPAN LUMBER
OVERHANG
LEFT RIGHT
CANTILEVER
LEFT RIGHTDAGRAM
2 6 t12 AIG
(e-1 1-15)
3{4-03 35-10{4 2x4 1{4-00
23 6 112 A2 3t10-04 2x4 1-04{0
(9-1 1 -1 5)
9-04-03
-flflTllh*6 t12 B1G il8-03 21..WO 2x4A26 t12 B2G 3{0-.03 10-OB-OO 2x4
28 2560BF 939.02
Items
Sz'E LENgTH LABEL
TOTAL
SELL
QTY TYPE
Jd BIocks 2x4 Solid Block 1-10{7 2x4 Solid Block
Blocks 2x4 Vented Blocks 1-10{7 2x4 Vented Blocks't8
56 Hmger One RT7 One RT7
$128.00
Terms and Conditions of Sale - Please Read
RELCO is a material supplier, not a sub contractor. By signing, customer has verified and agrees 1o all quantities,
specifications and dimensions of the kuss package. RELCO guarantees material and workmanship. When factory
eror occurs, we must be given the opportunity to make repairs. Do not cut, alter, or use damaged kusses without
engineering approval.NO BACK CHARGES without approval. RELCO wams that trusses can cause property
damage or injury if impropedy installed or braced- lt is the custome/s responsibility to provide access to the jobsite.
Trusses are made to order, you may be subject to a charge on cancellation. Crane time c*rarge is $200. HR
Accepted by
DATE:
FoE Walk-ln
Relco 30153 Substation Dr Harisburg OR 97rt46
Quotes Held for 14 Days frorn Quote Date
All invoices oaid bv credil card are subiect to a 2%
QUOTE DATE: 911712019
Delivery lncluded
$4,525.00
Phone(gl)99S311
9/1712019 4:16:06 PM Hunter Jelden - HJ 1of 1
.*nflllllllfir,*
Grand Totall
M
M
N6
oooo
@
36-00-00
o
o(f
o*
v lndicates Left End of Truss Roof Area =1979.67
frtssRELCO Paul Kwake
Building B
Springfield, OR g74TT
Loading : 25-7 -0'1O=42#
Spacrng: 24'o.c.
Roof Pitch:6112
Overhang:76"
2146-19
PO BAX 84
Harrisburg , OR
54r-99s.63r,
a2,\-4>-
Watis:k6
M
M
M
41G
atv
2
Plv
1
R59561 038
4G19
Type
Supporied Gable
Relco Roof and lnc,-97446.s Aug 28 2019 Milek Tue Sep 17 1 Page 1
lD:ocGidQve?1 uVSnuhyaYh Gyycesi-zl lPvFDBqaV-6GviQ gvhCVxh 9Rg o-Kke8Hw-rycevW
Scle = 1:20.0
4\4
4
6,00 ht
2
5
15
14
16
7
cI
d
Tol+
10
12 11 10
'1G.8-O
Is 3x4 :
3x4
DEFL.
Vert(LL)
Vert(CD
Horz(CT)
in (loc) Vdeff L/d
nla - nla 999
nla - nla 999
0.00 7 ila nla
SPACING- 2-0-0
Plare Grip DOL 1.15
Lumber DOL 1.15
Rep Stress lncr YES
Code lRC20'15/TP12014 Matrix-S
0.05
0.03
o.0"
LoADING (pso PLATES
MT20
GRIP
2201195TCLL
TCDL
BCLL
BCDL
25.0
7.0
0.0 "
10.0
LUMBER-
TOP CHORD
BOT CHORD
OTHERS
2x4 DF No.1&Btr
2x4 OF No. 1 &Btr
2x4 DF No.Z
BRACING.
TOP CHORD
BOT CHORD
Weight 42 lh FI = 20%
Stuctrral wood shealhing direcUy applied or 6-0{ oc purlins.
Rigid ceiling directly applied or l GGO oc bracing.
E
OREGON
EH
REACTIONS. All bearings 10€{.
(lb)- Max Horz 1=25(LC 9)
Max Uplift All uplifr 1 00 lb or less at joint(s) 1, 7, 1 1, 1?., 9, I
MaxGrav AJI reactions250 lborlessatioint(s) 1,7, 10, 11,12,9,8
FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except Mren shol /n.
NOTES.
1) Unbalanced roof live loads have been considered for this design-
2) Wind: ASCE 7-10; VulFl20mph (&second gust) Vasd=gsmph; TCDL=4.zpst BCDL=3.Opsf; h=25ft CaL ll; Exp B; Enclosed;
tv{WFRS (envelope) and C€ Come(3) 0{{ to 3{{, E}rerio(2) 3-0-0 to 54{, Comer(3) il{ to 8-4{, Enerior(2) 8-4{ to 10€-0
zone; cantilever lefl and right exposed; end vertical left and right exposed;C-C ficr members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate Srip DOL=1.60
3)Trussdesignedforwindloadsintheplaneofthebussonly- Forstudsexposedtrowind(normaltotheiace),seeStandardlndustry
Gable End Details as applicable, or consult qualified building designer as per ANSI/Tp| 1.
4) All plates are 1.5x4 MT20 unless otheuise indicated.
5) Gable requires continuous bottom chord bearing-
6) Gable studs spaed at 1-4-0 oc.
7) This tuss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3l.6{ tall by 2-0{ wide
will fit between the bottom chord and any other members.
9) Provide mechanical connection (byothers)of trusstobearing plate capableof withstanding 10Olb upmatjoint(s) 1,7, 11, 12,9,8.
1
EXPTRES: 0$re0/2021
September 17,2019
\waanxe ' v*ity d6ign pnhele9 ahd READ NorEs oN THts AND ,N}LUDED MttEt< REFEREN}E pacE Hil-7173 N. 10n!201s BEF}RE usE.o$ign E'd for-us qly with Mire@ @nne&E. Thh d6_ign is ba*d mly upon paBmets sht)m, bd is for an indMduat buitding omporent. nola t'us sFtm. gs{Drc use, tE bsildirB dsilrer must sil sle appti€ut{ ot ceign Frtrtffi ard pcp!+/ rnspcEte ttrs ce[n irti uc mttbuilding dBign. Bnciig indi€ted is to prcwnt buciding qf indiviouit rus ieo ano-o, .*roro -"r-1"" ,i"ilX;t;;ii;.p"-,y and p6maent b-cihg
:_"}3::q.r:_1q:F. llrty odfo pEqt olapse *h pasibte peMat injury ild pEp6rty damaga. ro, gpn";igr6ae ,.€ardins th"@nmon sEge. oe|rery. eEdion and bEcing oJ tuss and tsuss syslems, s _ .. axsaen Ontt!, cadra, osa-ei ai E*t eunanE c*tpa-tsa&q/ ktom.t'@ avaiaHo aom Trus pru rrsu'trc, zrg n- L* st6"t, sria 314 a*dria vA 2Eia. - -'--
UEErslltt
F'"4iTek
Mifek USA, lnc.
400 SunriE Avenug. Suils 270
3
csl.
TC
BC
WB
R59561039
Supported Gable
6.m F
2T
5U
24
4x4 =
8
23 21
tue SeP
17 16
Page
Scale = 1:37'5
15
3x4 =
Is Aug
46-19
OR
Root lnc,
I7
10
6 31
11
4
,o 11
IYo$!
20
5x6
3x4 19 '18
SPACING. 2-O{
Plare Grip DOL 1.15
Lumber DOL 1 .15
Rep Stress lncr YES
Code lRC20l5/TP12014 Mabix-S
csr.
TC 0.05
BC 0.03wB 0.03
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) Ydefl Ud
nla - nla 999
nla - nla 999
0.00 15 nla nla
LOADING (ps,PLATES
MT2O
GRIP
2201195TCLL
TCDL
BCLL
BCDL
25.O
7.0
0.0 *
10.0
LUMBER.
TOP CHORD
BOT CHORD
OTHERS
2x4 DF No.1&Btr
2x4 DF No,1&Btr
2x4 DF No.2
BRACING.
TOP CHORD
BOT CHORD
Weight 114 lb FT =20%
Structural wood sheathing directly applied or ffi4 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing-
REACTIONS. All bearings 21-4{.
(lb)- Max Horz 1=-49(LC 8)
Max Uplift All uplift 100 lb or less at jcint(s) 1, 23, 24, 25, 26, 27, 28, 21, 20, 19, 1 8, 1 7, 1 6' MaxGrav Allreactions2S0lborlessatioin(s)1,15,22,23,24,25,26,27,28,21,20,19,'18,17,16
FORCES. (tb) - Max. CompJMax. Ten. - Att {orces 250 (lb) or tess except when shown.
NOTES.
1) Unbalanced mof live loads have been considered for this design.
2) Wind: ASGE 7-10; VulFl2omph (Ssecond gust) Vasd=95mph; TGDL=4,zpsl BCDL=3.opst h=25fi; Cat. ll; Exp B; Enclosed;
MWFRS (envelope) and C4 Come(3) 0-0-0 to 3-0{, Exterio(2) 3-0-0 to 1BO, Corner(3) 10€-O to 13{-0, Enerior(2)'13€4 to
21q zonei cantilever left and right exposed ; end vertical left and right e.posed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1 .60 plate grip DOL=1.60
3) Trussdesignedfbrwindloadsinlheplaneofthetrussonly. Forstudsexposedtowind(normal tothefuce),seeStandardlndusby
Gable End Details as applicable, or consult qualified buiHing designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless othewise indicated.
5) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 1-4{ oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
8) ' This fuss has been designed for a Irve load of 20.0psf on the bottom chord in all areas where a rectangle &.6-0 tall by 2{{ Wde
will fit between the bottom chord and any other members.
g) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1,23,24,25,26,
27, 28, 21, 20, 19,'l 8, 17, 16.
10) Beveled plate or shim required to provide full bearing surface with truss chord at ioint(s) 1, 15.
DPTHES:0sft08021
September 17,2019
i\WenNWA . Verify d$ign .t,@#6 and READ NOTES ON TH1S AND \NCLLTDEO MTTEK REFERENCE PAGE Mil-7173 d.1O/O!2t15 BEtuRE USE-
Osign Eld for E only with Mifek@ @fin6to6. Thb d6ign is based onv upon paEmeteG sh(M, and is for an individual building mmporenl, rct
a tru$ s,stm. B€fqe E, the hitdi.E C.€Qrer musl wi{y the appliebilit} qt d6ign prffi-te€ ild pEp.rty iHrpsale lhs Csqn iBts tlE offill
buildiBg d6ign- BEcing indi€tEd is to psvent buciding of indMdual tsuss web and,lor cfErd msmbB6 only. Additional lempoEry and pomaneni hEcing
is atrays EquiEd hr stabiity dd to pEvent @tlsps6 with possible pesnal injury ad prcperty damag€, For g€neEl guidane Egarding th€
fabridtion, slorage, deliwry, e@tio and bEcing of tuss and tES systere, e ANStfPll Qualw Crtasra, OS8-89 ard BGSI Bvildirtg ComPon@t
Szlety ,nfomil;@ aEiable from Tcs PIaE lnstiurb, 218 N- Le Slrest Suib 3lZ AlBxedria VA 22314-
fIIT'
tYtt!=
FvliTek
MiTek USA lnc.
4O0 Sunrise Avenue. Suile 270
1
Kwake
R59s61040
atv
2
Ply
141G
Type
Supported Gable
Job
2146-19
Relco and Floor.Hanisburg, OR - 97446,
1 0-4
17-104184-O
6.00 F'
5,643x6'z 13
11
12
55 5zl 53 52 51 50 49 4A 47 45 45
5x6
16
3x5
18
57
&6 :\
2o z't
2210
)1I
I
257
26
zt
4
58
29
28
5
3
30
2+o,
q5-41 ,$ 42
5Xb -
41 40 39 38 37 36 35 34 33 32 31
.t0-4
csl.
TC
BC
WB
Mabix-S
0.08
0.02
0.08
DEFL,
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc) l/defl Ud
1 nlr 120
1 nlr 90
30 nla nla
SPACING. 2.04
Plate Grip DOL 1.15
Lumber DOL 1.15
Rep Stress lncr YES
Code lRC2O"l5/TPl2014
LOADING (ps0
TCLL 25.OTCDL 7.0
BCLL O.O 'BCDL 1O.O
PLATES
MT2O
GRIP
220t195
REACTIONS. All barings 35-10-4.
(lb) - Max Horz 2=90(LC 9)
MaxUplift All uplift100 lborlessatjcint(s)44,45,46,47,4a,49,50,51,52,53,54,55,42,41,40,39,
38, 37, 36, 35, 34, 33. 32, 31, 2
MaxGrav All re€ctions250 lborlessatioin(s)30,€,44,45,46,47,48,49,50,51.52,53,&,55,42,
41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 2
rcRCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 15-'16=83/251, 16-17=€3i253
,NOTES-
1 ) Unbalanced roof live loads have been considered for this design-
2) \Mnd: ASCE 7-10; VulFl20mPh (Ssecond gust) Vasd=gsmph; TCDL=4.2psf, BCDL=3.0psl h=25ft CaL ll; Exp B; Enclosed;
iVIVVFRS (envelope) and C€ Come(3) -1{ to 24{, Exterio(z) 2{-O to l8{-0, Come(3) 1&04 to 21-ru, Exrerio(2) 21-7-O to
35-'10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS ficrreactions shown; Lumber DOL=1 .60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the russ only. For studs e&osed to wind (normal to the face), see Standard lndustryGable End Details as applicable, or consufi qualified building designer as per ANSI/TpI i"
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requirs continuous bottom chord bearing.
6) Gable studs spaced at 1-4-O oc.
7) This truss hre been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.8) ' This truss has been designed tor a rNe load of 20.opsf on the botrom chord in au areas where a rectangle 3-6-0 lall by z{{ widewill fit between the bottom chord and any other members.
9)Providemechanicalconnection{byothers)oftrusstobearingplatecapableofwithstandinglO0 lbupliftatjoint(s) M,45,46,47,4g,49, 50, 51, s2, 53, s4, 55,42, 41,40, 39, 38, 37, 36, 35, 94,,3, s2,31,2.
Structural wood sheathing directly applied or &O{ oc purlins.
Rigid ceiling directly applied or 104-0 oc bracing.
1 Row at midpt 1643, 1544,1742
I
t
rXPtnrS: 0613012021
September 17,2019
f,rii'ffirt
MiTek'
Mifek USA. lnc.
400 Sunrisg Aveuo. Sui16 270
Smle = 1:61-9
b
LUMBER.
TOP CHORD 2x4DF No.1&Btr
BOTCHORD 2x4DFNo-1&BaOTHERS 2x4 DF No2
BRACING-
TOP CHORD
BOT CHORD
WEBS
Weight 262 lb FT = 20%
R59561041Kwake
Type
Rel@ and Floor, lnc,
18
JX5 =
s Aug 2019 lndustries, lnc.Tue SeP 17 9 eage t
Scale = 1:61-B
oR - 97446,
.10-4
6-45
3XO -
6.00 li-
5x6 /z 19
22
20
5x6 \
6
1.5x4 \\
1-sx4 //
7
21
2
11
3x4 =10
5x8 =
I
3x4 =
24
iAo
3x5
LOAD!NG
TCLL
TCDL
BCLL
BCDL
LUMBER.
TOP CHORD
BOT CHORD
WEBS
NOTES.
FoRcES. (tb) _
TOP CHORD
BOT CHORD
WEBS
(psD
25.0
7.0
0.0
10.0
PLATES
MT2O
GRIP
220t195
2x4 DF No.l&Btr
2x4 DF No.1&Btr
2x4 DF No.2
!,.bh,::t 2=1ss3/0-s4, 8= lso4to.i._1zMaxHorz 2=9i(LC9)
Max Uplift 2:119(LC 12),8:ios(Lc 1s)
BRACING.
TOP CHORD
BOT CHORD
WEBS
Skuctural wood sheathing direcily applied or 37_g oc ourlins.
T'911.::l'lg-1'.*"rv apptieo or r5-0; *;;;; " uw Psrilrs'
I Kow ar midpt G10, +10
Weight 168 tb Ff = 20"/o
PE
OREGON
REACTIONS.
i=,,?#i#38#i!"ffi f ?Ji%ii:L.:Tii;jii,"J?su,.,ouu
2-1 1 :35 1 t24a}, fi _j 1 =_246n o0 1,-9- 1 0:2a0l 1 99 1, A_g :3il n44 1*10:204.11 167, 6-1 0:200/18a
+ 1 1 --46 t s25: r ;=-r-rrr,"Jj
*' 6 -e:s e/4 9 6' 7- 9:360/1 4 3, 4 - 1 0 = -7 1 1 t 1 I 5,
1) Unbalanced roof live loads hzi w;no, adcE i-id;;;#;J:y:9^*n @nsidered ncr this dasisn.
yilil"g:S57,#ff.ilifii^{:,'i:1l.i,ii#i r"!1zo"t BCDL=3 ,psr 11?qc.r ,,;Exp B; Enc,osed;
",11,_1on":hT"'1,il;;-d'o'91;^rl;'"'-l-"EiHJ,:i.,llimt]f:;i,1,"H3:#";?'l"}iliJ,:iil*r#l,H:"'";j f ff.H:5:$::f:X,!# l"I " 16.o p.io'"r[i'.rio"J r,"r*o nonconcurrenr w*h any other rrve roads.
,, l**f#:mlg#'*::.;.1ff'n'":',1';Hl:m"*ll-ltfu J:[::?fll, a recransre 3-6-0 ra,rby2i{ wide
2=119, 8=10i. ' -' ' rseuon (by others) of truss to bearing pr.i" Lprur" f; uhsranding .t oo tb uptift ar,ioint(s) except (it=tb)
R 1
SPACING- 2+.0
Plate Grip DOL 1.15
Lumber DOL 1.j5
Rep Sbess lncr yES
Code lRC2015/Tpt2014 Matrixir4S
csr.
TC 0.36BC 0.55WB 026
OEFL.
Vert(LL)
Vert(Cr)
Horz(CI)
in (toc)
{,20 9-10
-0.34 S100.09 I
l/defl
>999
>QOO
nla
Ud
240
180
nla
D0IBES: 0613&2021
September 17,2019
HE
MiTek'
400 Sunriso Avenue.Suile 270
Mif6k USd tnc.
1
4
8
Ilt,fl u rm hmri m g ffiywten'm
1 64-8 I dlmensions shown In ft-ln-slxteenths
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
ESR-131 1, ESR.1352, ESR19BB
ER-3907, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSlffPl 1
section 6.3 These truss designs rely on lumber values
established by others.
@ 2012 MiTek@ All Rights Reserved
WEBS
o
\,
ot
E()
(LoF
o
x.oIo
o-
F
1
4
B 7 6 5
e
(Drawings not to scale)
2
TOP CHORDS
PRODUCT CODE APPROVALS
ICC-ES Reports:
MlTek Engineerlng Referenoe Sheel: Mll-7473 rev. 1010312015
r
@.(!
H{
-ffi ffienten"ml ffiafmty ftlmtew
Failure to Follow Could Cause Property
Damage or Personal lnjury
1 . Additional stabillty braclng for lrusB Eystem, e.g.
diagonal or X-braclng, is always requlred. Ses BCSI,
2. Truss bracing must be designed by an enginesr. For
wlda lru6s spaclng, lndividual lateral braces themselves
may require bracing, or alternatlve Tor I
braclng should be consldered.
3. Nevor sxcsed the design loading shown and nevor
slack materials on inadequately blac€d lrusses.
4. Provlde coples of lhls truss deslgn to the bulldlng
deslgner, etectlon supervlsor, property owner and
all other ln[erasled partles.
6. Cut members to boar tlghtly againsl each olhor.
6. Place platos on each face of truss at each
jolnl and embed fr-tlly. Knote and wane at jolnt
locallons are regulated by ANSI/TPl 1.
7. Design assumes trusses will be sultably protected from
the envlronment ln accord with ANSlffPl 1.
8. Unless othoMls€ notod, moiBlure oontenl of lumbar
shall not exceed 19% at time of fabrlcatlon.
9. Unless expressly noted, thls deslgn is not applicable for
use with firo r6tardant, p166ervativo lreated, or greon lumb€r,
10. Cambor 16 a non-structural oonslderatlon and ls the
responslblllty of truss fabrlcator. General ptactlce ls to
camber for dead load deflectlon.
11. Plate type, slzs, orientation and location dlmenslons
lndloated Ero mlnlmum platlng requlrements.
12. Lumbor u6ed shall ba of tho speclos and slze, and
in all reapects, equal lo or better than that
speclfied.
13. Top chords must bo sheathed or purllns provlded at
spaclng lndlcated on deslgn.
14. Bottom chorda require lateral bracing at '10 fl. spacing,
or lass, if no colllng is installed, unless othorwise nolsd.
1 5. Conneclions not shown are the responslbillty of others.
'16. Do not cut or alt6r truss membor or plato wlthout prlor
approval of an englnesr.
17. lnstall and load vertically unless Indlcated otherwlse.
1 8. Use of greon or troated lumber may pose unaccoptabls
envlronmental, health or performanoe rlsks. Consult wlth
project englneer boforo us6.
1 9. Review all portions of thls design (lront, back, words
and pictures) before use. Reviewing plcturas alone
ls not sufflolent.
20. Deslgn as6um€s manulacture In accordance wlth
ANSI/TPI 1 Ouallty Critoria.
o_1
rf6
For4x2orie
olates 0- 'hd'
edge of truss
rntation, locate
from outside
This sYmbol indicates the
required direction of slots in
connector Plates'
' :5flI:'i',11,'#?H
;;':'1"
o'" in M ire k 2ol20
PLAIEiIZE
4x4
LATERAL BRACING LocATION
lndicated bY sYmbol shown and/or
bv text ln the bracing section of the
output, Use T or I braclng
if indicaied.
lndicates location where bearlngs
(suoports) occur. lcons varY but
ieabiion sectlon indlcates jolnt
numbor whore bearings occur,
Min size shown is for crushing onlY
The first dimension is the Plate
width measured PerPendicular
to slots. Second dimension is
the length Parallel to slots.
BEARING
tndustrY
ANSTTPI
DSB.89:
BCSI:
of Metal Plate
I
Front Paoe
SOLD TO
snrero Building B
Springfield, OR 97477
ToBNAME Paul Kwake
LENGTH
1-1047
1-1047
rRANsAcroN# 2146-19
snrus Quote
PO#RELc;o^
fEUSS
Sincc'197i
PO Box 84 Hanisburg, OR 97446
voice 541.995.631 1 fax 541.995.61 1 1
VWVW.RELCOTRUSS.COM
szE
B,ocks 2x4 Sotid Btock
Blocks 24 Vented Btrccks
Hanger One RT7
SALES REP HUNTCT JEIdEN
REQUESTED DEL
DESTGNER Hunter Jelden
CONTACT
SPECIAL NOTES: PautKwake: (S41) 915-6736
paulkwakesr@gmail.com
PO Box 238
Cheshire, OR 97419
PROPOSAL AND PURCHASE AGREEMENT
1' Trusses are manufactured with Green or Kiln Dried Doug-Fir chords. As specified or requested by customer.
2. Quote includes field verification and delivery.
3. Quote includes truss to truss & truss to plate hardware.
4' Quote includes solid and vented eave blocking unless project calls for blocking panel trusses or specified combination of both.
RELCo rruss must have signed Proposal and Purchase Agreement to reserve a spot on production schedure.
Thanks for the opportunity to quote your project!
Items
QTY
18
56
TYPE
Shop Drawings and Engineering wilt be
EXTRA GRANE TIME IS $2OOIHR
Extra crane time must be scheduled prior lo delivery.
Relco recommends using stabilizers.
STAB|LiZERS ARE $90.00 PER BOX
Terms and Conditions of Sale - please Read
provided after signed proposat and Engineering deposit has been recieved.
Unless olhen*ise stated.
JOBSITE MUST BE ACCESSIBLE FOR OUR TRUCKSWHEN CRA^IE SETNNC
xi6l*ffi.$y",trr#..,H5#:"d&ss?EF:ffiH."Hr
I,.ABEL
2x4 Solid Btock
k4 Vented Blocks
One RT7
Quotes Held for
AII invoices1-EL99 is a material supptier, not a sub contractor. Bvspecifi cations"nJJi'n"I5onsor*re-tusroarir;:."d.i8?ffi :,:,1.og:rJ3il:ffi :
]l PrVr from euote Dateoaro Dv credit card are subiect to a 2%
QUOTE DATE: gt17t2}1gand agrees to all qqantities,
workmanshio.When factorv