HomeMy WebLinkAboutPermit Building 2013-8-28 ,
SPRINGFIELD 225 Fifth St
` 'L- CITY OF SPRINGFIELD Springfield,OR 97477
{ l Phone: 541-726-3753
'*' OREGON Building I Residential Permit Inspection Phone: 541-726-3769
Fax: 541-726-3676
PERMIT NO: 811-SPR2013-01725
www.Springfield-or.gav perm itcenter @spring field-or.goy
PROJECT STATUS: Issued ISSUED: 08/28/2013 EXPIRES: 02/23/2014
STATUS DATE: 08/28/2013 APPLIED: 08/01/2013
SITE ADDRESS: 6955 MAIN ST,Springfield,OR 97478 SCOPE: Carport
ASSESOR'S PARCEL NO: 1702353309400 TYPE OF STRUCTURE: Residential
PROJECT DESCRIPTION: New carport
OWNER: ESPINOZA YASMIN Phone Number:
ADDRESS: 6955 MAIN ST
SPRINGFIELD OR 97478
L CONTRACTOR INFORMATION
Contractor Type Contractor Name Lic Type Lic No Lic Exp Phone
General Contractor DRYWALL PAZ LLC CCB 175573 04/13/2015 541-543-5197
INSPECTIONS REQUIRED
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Inspections
1110 Footing Footing: After trenches are excavated.
1260 Framing Framing Inspection: Prior to cover and after all rough in inspections have been
approved.
1999 Final Building Final Building: After all required inspections have been requested and approved and
the building is complete.
By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all
information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance with the
Ordinances of the City of Springfield and the Laws of the State or Oregon pertaining to the work described herein, and that NO
OCCUPANCY will be made of any structure without permission of the Community Services Division, Building Safety. I further
certify that only contractors and employees who are in compliance with ORS 701.005 will be used on this project. I further agree
to ensure that all required inspections are requested at the proper time, that each address is readable from the street,that the
permit card is located at the front of the property, and the approved set of plans will remain on the site at all times during
constr tion.
•
'Owner or Contractor Signature Date
ATTENTION: Oreg°nbythepre9�Uflty
rules adopted.those rules ace set 1°T h
wow OP.ft 952
Notification Cent0ep1Th rules by
0 through of the
- In OAR 952 001-obtzln copies e teleph°ne
0090. You may Dreg mote:th Ntitication
lioncE: ` ': ' I�.roles IF 11 is NOT numbertfor the oc on 001Vt
1T SW' M1T IS Center rs 1-b°°-3,.32-23441.
TNIS PERM UNDER THISDENED F
OR
AUTHORIZED UND P
Springfield Building PPrpull,�1MENCED OR IS D 8/28/2013 2:51:13PM Page 1 of 1
ANY 180 DAY PERIO
•
SPRINGFIELD - - CITY OF SPRINGFIELD
225 Fifth St
OREGON TRANSACTION RECEIPT Springfield,OR 97477
541-726-3753
811-SPR2013-01725 •
www.springfield-or.gov 6955 MAIN ST permitcenter @springfield-or.gov
RECEIPT NO: 2013001914 RECORD NO:811-SPR2013-01725 DATE:08/28/2013
;DESCRIPTION:, _ __ ACCOUNTCODE/TRANS,CODE__` __ ;_AMOUNTDUE
SDC: Improvement Cost-Storm Drainage 440-00000-448028 1176 272.00
SDC: Reimbursement Cost-Storm Drainage 441-00000-448029 1177 187.05
SDC:Total Storm Administration Fee 719-00000-426604 1180 22.95
State of Oregon Surcharge(12%of applicable fees) 821-00000-215004 1099 24.47
Structural Building Permit Fee 224-00000-425602 1002 203.91
Technology fee(5%of permit total) 100-00000-425605 2099 10.20
- ----- ------ -------------'- -- ------�__........... TOTAL DUE: 720.58
PAYMENT TYPE_ ____PAYOR CASHIER:c_cARpENTER , COMMENTS �,.: . : �- AMOUNT PAID_ : .,,.
Credit Card DRYWALL PAZ LLC ---� 720.58
045442
TOTAL PAID: 720.58
•
SPRINGFIELD CITY or SPRINGFIELD
225 Fifth St
OREGON TRANSACTION RECEIPT Springfield,OR97477
541-726-3753
811-SPR2013-01725
wwwspringfeld-or.gov 6955 MAIN ST permitcenter @springfield-or.gov
RECEIPT NO: 2013001677 RECORD NO:811-SPR2013.01725 DATE:08/01/2013
jef�c{o�yl Iq(o]'11 ..ra'u1 _rtMa= F-. , ,r=h ACCOUNT CODE CODE/TRANS'CODEJ. In-AMOUNT DUEL
Structural Plan Review Fee Residential 224-00000-425602 1061 132.54
TOTAL DUE: 132.54
F"PAYMENT TYPE:_s PAYOR_i. °x.-•:nCOMMENTSN't. ` ., :::1 i:Sar u AMOUN ;PAD"j p„1„Y,_.-.; -
Check ESPINOZA YASMIN 132.54
366
TOTAL PAID: 132.54
Structural Permit Application °
PP SpBtNcRELD t;€DE PARTMENT.tUSE.ONL 4rt ,
t ' 'CITY OESPRINGFIELD OREGON "°t a '.K
1a
,t "3, "..'EGON ✓C Permit no.: J3—/72S
225 Fifth Street•Springfield,OR 97477•PH(54I)726-3753♦FAX(541)726 3689 OR /
Date: $I( (/j
This permit is issued under OAR 918-460-0030.Permits expire if work is not started within 180 days of issuance or if work is
suspended for 180 days.
fr);J'- +:d= L'`�OCAL GOVERNMENT' AP,p.,ROVAL [t. ",,,g.' : i3 i=r`,ann, +s' =-r-,r,-,` `FEE:�'SCHEDULE" ., ' '' ti=
This project has final land-use approval. TIYaluahon information r"mac + X °, '
Signature: Date: (a)Job description: n{/__� ( ,,p�7G,
This project has DEQ approval. ,V/(,j" �'/""
Signature: Date: Occupancy
Zoning approval verified: ❑Yes ❑No Construction type: •
Property is within flood plain: ❑Yes ❑No Square feet:/lam 41209 "'tab--
v,'t.zi,;,,,aifCATEGORY OF;3"C ONSTRUCTION±J^2+ a+�'„ ','sp`f -�j Cost per square foot:
esidential ❑Government ❑Commercial Other information:
-„25, 4 HJOBuSITE;;MFORMQTIONN ANcL'OCATION, ,, ;+;-`.'v Type of Heat: •
-
Job site address: 6 9S S -4.1/1 i Al N 5 7 Energy Path:
City: qpy ngileVv I_ State:O -I/ ZIP: 9 -741k9 gg-new ['alteration ❑addition
Subdivision: Lot no.r:�I.0( t` (b)Foundation-only permit? ❑Yes ❑No
Reference: Taxlot i 7 q 7 ! /O Total valuation: c'
+'_+Y`'s°'i`r. . S.l..:::' a+dFROPERTY,°R OWNER, x:ini.,Zt:.�..S "r2gBuildin fee x r; s .- �z;„.:-fir, wi :+}a+'It Y
Name: a;4/0 gi 'e'.,��='.4Ln�'�k�°^a�_Fa.S:.as.X ..,-ze::y.;��`t'.�'zi
Y4SM.AI £c Z if (a)Permit fee(use valuation table): $ 2e).39/
Address:6 2 s c 4.4 et iN/ cc (b)Investigative fee(equal to[2a]): $
City:S P/i Yl f rl<. 41 State:o / ZIP: ! 7 y/c? (c)Reinspection(S per hour):
Phone: 5 yi_S y 3 5/ y Fax: - -
(number of hours x fee per hour) $
E-mail:n�yw�t i m z . .f, -/9 oa� (d)Enter 12%surcharge(.12 x[2a+26+2c]): $ L7(y�
(e)Subtotal of fees above(2a through 2d): $
Building Owner or Owner's agent authorizing this application: '°i-saxcxmea: a°r.:eex=:
3,Plansrevtewpfees,4���� a m„ =: r°i ..Vi=i
(a)Plan review(65%x permit fee[2a]): $ (3.
Sign here:
,,,( (b)Fire and life safety(40%x permit fee[2a]): $ '
It This installation is being made on residential or farm property owned by (c)Subtotal of fees above(3a and 3b): $
me or a member of my immediate family,and is exempt from licensing 4Mtscele_s s fi " x ey"s % `
x requirements under ORS 701.010.
ra,,,Oq O35NTRQCTOR INSTALLATION y,^^"r gs (a)Seismic fee, l%(.01 x permit fee[2a]): g
' (b)Technology fee,5%(.05 x permit fee[2a]): $ r0
Business name: Ws63- _,L` t,4-
Address:
1 1 Nan -1k--- TOTAL fees and surcharges(2e+3ct iai46): S �i /-2--
City:See.iN!. tGLp State: n- Z111 71 7
Phone:rl/-: —si-lq.- Fax: - - -
E-mail: 5%Ye✓A At/456' (J;1H�.co.�
CCB license no.': //7 5-5-7,3
Print name: .f 4,O a /7 Y •
Signature: /// VVV/¢?it C /t-
r SUBvCONTRACTORRJFORMATION ,krrti RI
Name CCB License# Phone Number
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Project page
�� nn CJC
Location: Roof Beam 1 tr"UV' � `{t
City of
5th Springfield
Roof Beam or
(2009 International Building Code(2005 NDS)] Springfield, OR 97477
5.5 IN x 13.5 IN x 25.0 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.112.0 8/16/2013 2:06:55 PM
Section Adequate By: 16.3%
Controlling Factor: Deflection LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.78 IN L/385
Dead Load 0.65 in
Total Load 1.43 IN U209
Live Load Deflection Criteria: U240 • Total Load Deflection Criteria: U180
REACTIONS A
Live Load 2250 lb 2250 lb
Dead Load 1889 lb 1889 lb
Total Load 4139 lb 4139 lb
Bearing Length 1.16 in 1.16 in —•
BEAM DATA A zs n _41/
Length 25 ft
Unbraced Length-Top 0 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 0 :12 ROOF LOADING
Roof Duration Factor 1.15 Side One:
MATERIAL PROPERTIES Roof Live Load: LL= 20 psf
24F-V4-Visually Graded Western Species Roof Dead Load: DL= 15 psf
Tributary Width: TW= . 7 ft
Base Values Adjusted Side Two:
Bending Stress: Fb= 2400 psi Controlled by: Roof Live Load: LL= 20 psf
Fb_cmpr= 1850 psi Fb'= 2662 psi Roof Dead Load: DL= 15 psf
Cd=1.15 Cv=0.96 Tributary Width: TW= 2 ft
Shear Stress: Fv= 265 psi Fv'= 305 psi Wall Load: WALL= 0 plf
Cd=1.15 -
Modulus of Elasticity: E= 1800 ksi E= 1800 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Adjusted Beam Length: Ladj= 25 ft
Comp.1 to Grain: Fc-1= 650 psi Fc-1'= 650 psi Beam Self Weight: BSW= 16 plf
Beam Uniform Live Load: wL= 180 plf
Controlling Moment: 25867 ft-lb Beam Uniform Dead Load: wD_adj= 151 plf
12.5 ftfrom left support Total Uniform Load: wT= 331 plf
Created by combining all dead and live loads.
Controlling Shear: -4139 lb
At support.
Created by combining all dead and live loads.
Comparisons with required sections: Rea'd Provided •
Section Modulus: 116.62 in3 167.06 in3
Area(Shear): 20.37 in2 74.25 in2 •
Moment of Inertia(deflection): 969.85 in4 1127.67 in4
Moment: 25867 ft-lb 37055 ft-lb
Shear: -4139 lb 15085 lb