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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 • 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 Electrical Plumbing , Mechanical f • 2U Y cat _ _J _ A ( 1 9-4,8 I 0 „4 i k--t 0 0 9. - 1 I 2'S"' j i I( t I _4,, � I v c IL, , i 1 v . t— ►• I f,9 „4z t S s z- _ _ l - Z.a C" . - - - i -moo_?1 —Kr), di - 0° 1P ;2 ,a`- CNL N,yr s -jfl 9h2 I 4�`..�1 _, °L ill_ �. I___ ,. - -. sri ,„ ,, „„,., ,..., C., fr ` — I } I N ' ! \■ I �� t --”' w.. ±� .1 I-� ' I N I 1. s v I J - - ' 1 1, 6- , 1 _.. _ _ --I , , \ ei yr, i, ,.. , , ,„, , 1 - all= .4\v% ic.,. Nit - I. • , israirar._ ts, i„. se . .. r 1 111111.1111r it, II/ e ___.,41 _ Q e---3 . l • 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