HomeMy WebLinkAboutPermit Building 2019-10-280itEGol{
Web Address: www.springfield-or.gov
Building Permit
Residential Structural
Permit Number: 811-19-OO2437-STR
IVR Number: 811092814768
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR 97477
54t-726-3753
Email Address : permitcenter@springfield-or. gov
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Permit Issued: October 28,20t9
Category of Construction: Single Family Dwelling
Submitted Job Value: 91,948.00
Descriptlon of Work: Replace window with French doors
Type of Work: New
Worksite Address
1186 6TH ST
Springfield, OR 97477
Parcel
7703263402100
Owner:
Address:
NOBLEGREGORYD&JILL
E
1186 N SIXTH ST
SPRINGFIELD , OR 97477
Business Name
MARK & CO INC - primary
License
ccB
License Number
tL97 75
Phone
541 -689-2830
Inspection
1999 Final Building
1260 Framing
Inspection Group
Struct Res
Struct Res
fnspection Status
Pending
Pending
Various inspections are minimally required on each project and often dependent on the scope of work. Contactthe issuing jurisdiction indicated on the permit to determine required inspections for this project.
Schedule or track inspections at www.buildingpermits.o regon, govCallor text the word ',schedule,, to 1_g8g_299_2g21 use IVR number: 8LL092BL4768Schedule using the Oregon epermifting Inspection App, search ,,epermitting" in the app store
Permits expire if work is n($re issuiig-a9-e;";;'il;:t started within 18o Days of issuance or if urork is suspended for r80 Days or ronger depending on
All Provisions of laws and ordinances goveming this type of work wil be compried with whether specified herein or not.:ff:1,il::i":',il:,:ffiH:1l?:#":**;,,1f*::viorate orcancer the provisions oranyotherstati o. rocar rawATTENTION: Oregon law re
luT"i;;;:il;;fiH,i.T#l;1".,1,TJffi#:i::"":#l;;ff.il#:i,#x,,:",tT"ff?j;,,;Jjffi#J::[.fi,
i,lffl,H;J.1'::;"""'r:i"J#3uf,:['i:::l;,,".Jft,"T,;::;1.,1::?;,,lfr;i".,",1,,*" exempted by oRs 7o1.o10
Printed on: 1Ol28l19
Page I of 2
C : \myReports/repo rts/ / production/ O I STANDARD
TYPE OF WORK
JOB SITE INFORMATIOH
LICENSED PROFESSIONAL INFORMATION
PENDING INSPECTIONS
SCHEDULING INSPECTIONS
Permit Number: E1 1-19-002437-STR Page 2 of 2
Fee Description
Technology Fee
Structural building permit fee
State of Oregon Surcharge - Bldg (L2o/o of applicable fees)
Printed on: 10/28/19
Quantity Fee Amount
$5'10
$ 102.00
$12.24
$ 1 19.34Total Feesi
C : \myReports/reports//productron/O 1 STANDARDPage 2 of 2
PERI!,IIT FEES
SPRINGFIELD
&
OREGON
www. sp ri n gf iel d-o r. g ov
Worksite address: 1186 6TH ST, Springfield , ORg74l7
Parcnl 1703263402100
Transaction Receipt
811-19-002437-STR
Receipt Number: 472825
Receipt Date:10128119
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR97477
54L-726-3753
perm itcenter@springfield-or. g ov
Fees Paid
Transaction date
10t28t19
Units
100 Ea
10t28119 '1 .00 Ea
10t28t19
Description
Structural building permit fee
State of Oregon Surcharge - Bldg (12ok ol
applicable fees)
Account code
224-00000-425602- 1 0 30
821 -00000-21 5004-0000
204-OOOOO -425605-0000
Fee amount
$102.00
$1224
$5.1 0
Paid amount
$102 00
$12.24
$5.1 01.00 Automatic Technology Fee
Payment Method Credit card authorization:
718295
Payer: MARK & CO INC Payment Amount:$119.34
Cashier: Katrina Anderson Receipt Total:$1 19.34
Printed: 10/28119 4;00 pm Page 1 of 1 Fl N_TEnsactionReeipt_pr
Crrv or S OREGON
Structural P ermit APPlication
,25 rifth Street. SPringfield,OR 9?477 . PH(541Y26-37 53 I FAx(541)726-3689
This permit is issued under oAR 918-460-0030. Permits expire if work is not
suspended for 180 daYs.
n
started within 180 tlaYs of ls
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USEARTiJIENTDEP
Permit no., \( '5
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rq,96, Date: [fl
TOVALLOCAL GOVERNMENT /\PP
Date
This project has final land-use approval.
Signature:
Date:
This project has DEQ approval.
Si$lature:
NoZoning approval verified: f] Yes
Property is within flood plain: ! Yes fl No
;TIONCATEGORY OF CONSTRUI
.If?esidential ! Govemment ! Commercial
JOB SITE INFORMATION AND LOGATION
Jobsiteaddress: llQb . 6+ "St''
State: Ol(-ny.crTl
Subdivis]on: U Lot no.
Reference:Taxlot:
PROPERTY OWhIER
6Address:
Name:
Stut ' OIC-ztP:f/1
Phone:Fax:
E-mail I
Sign here:
.p-ffitt"tlation is being made oitresidentiul o, fu.rn property owned
by me or a mernber of my immediate family, and is exempt from
licensing requirements under ORS 701.010.
CONTRACTOR INSTALLATI ON
Business name:
Address:
State:
Z Fax:
E-rnail
CCBlicenseno.: lll-1 l5
Print .a_
SUB.CONTRACTOR
Signature:
Name CCB License #Phone
Electrical
Plumbing
Mechanical
FEE SCHEDULE
,CYJ1. Valuation information >rm,la,,"-r. \"iL "-j six^(a) Job description:
\Occupancy
Construction type:
Square feet:
1
Cost per square foot:
Other information:
Type of Heat:
Energy Path:
n new lalteration f] addition
(b) Foundation-only permit? E Yes n No
Total valuation:$/qLtg
2. Building fees
(a) Permit fee (use valuation table):$
(b) Investigative fee (equal to [2a]):$i
(c) Reinspection ($ per hour):
(number of hours x fee per hour)$
(d) Enter 12%o surcharge (.12 x [2a+2b+2cf):$
(e) Subtotal offees above (2a through 2d):$
3. Plan rev'iew fees
(a) Plan review (65% x permit fee [2a]):$
(b) Fire and life safety (65% x permit fee [2a]):$
(c) Subtotal offees above (3a and 3b)i
i$
4. Miscellaneous fees
(a) Seismic fee, l%o (.01 x permit fee [2a]):$
(b) Tech fee,5%o (.05 x pennit fee[2a]+PR fee [3c])$
tr'OTAL fees and surcharges (2e+3c+4a+b):$t 7,3'.1
Last editcd 5-5-201 9 BJones
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MEMBER REPCIRT
Level, Wall: Header
1 piece(s) 3 U2" x6" 24F-Y4 DF Glulam
Overall Lengrh:6'6'
System : wall
MemberType : Header
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
+
0
+
6' 3.
E
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
. Deflection criteria: LL (V360) ard TL (V5l16).
. Top E@e Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless debiled otheruise.
. Eottom Edge Bracing (Lu): Bottom compression edge must be braced at 5'6" o/c unless debiled otheruise.
. Critical positive moment adjusEd by a volume Factor of 1.00 that was calculated using length L = 6' 6".
. The effects of tositive or negative camber have not been accounted for when calculaung deflection.
. The specified glulam is assurned b have its strong laminations at the bottom ofthe beam. Insbll with proper side up as indicated by the manufacturer,
. Apdicable calculabons are based on NDS.
$WorS
,drytcng[rt
lotal Alqlrdrte &dmd DGad
1-Trimmer-DF 1.50"1.50"1.50'845 1381 2226 None
2-Trimmer-DF 1.50"1.50"1.50',845 1381 2226 None
Vortical Lo8d3 l.rre.[tm t$rtc)TrfnttaryWldtlr
O.d
(o-ssl
$Etr
(r-1ul Gomllrc6t3
0 - Self weight (PLF)0to6'6'N/A 5,1
1 - Unibrm (PSF)0to5'5"77'.15.0 2s.0 Default Load
E
Dwien R#$lts ldrural ($ L.oc.tkl lllow€d MBIt LDf "d:ffii(t&n)
Member Reaction (lbs)2227 @ 0 3413 (1.s0)Passed (650lo)l.0D+1.0S(AllSpans)
Shear (lbs)1798@7 L/2"4267 Passed (42olo)1.15 1.0D+1.0S(All Spans)
Pos Moment (Ft-lbs)3618 @ 3',3"4830 Passed (75olo)1.15 1.0D+1.0S(AllSpans)
Live Load Defl. (in)0.151 @ 3'3"0.217 Passed (V5r8)1.0D+1.0S(AllSpans)
Total Load Defl. (in)0.243 @ 3'3'.0.313 Passed (U321)1.0D+1.0S(AllSpans)
NEW DOOR HEADER
andjor tesEd in accordance with appileUb nSfM standards. For current code evaluation reporE, Weyerhaeuer prodrt libnture and inshllauon details 'elJr to
m.weyerhaeuser.com/woodproducts/docu mentlibra ry.
The product application, inaJt design loads, dimensions and support infrcrmation have been ForteWEB Software Operator
Troy Lancaster
Gene Stringfield Building Materials Co
689-8014(s4r)
.CUSTA'\ABLE FOREa'P" ql'ILI{T:v!
\(oerhaeuser
10/2812019 9:57:18 PM UTC
ForteWEB v2. 1, Engine : w.Z.Z.3OS, bata'l V7, 2O. 2
. Fale Name. MARK AND CO
FortewEB Softuvar€ Operator Job Notes
TROYGSB(oGMAIL.COM
MARK AND CO
1186 6TH ST
SPRINGFIELD
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