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Home My WebLink AboutPermit Building 2014-10-01225 Fifth St li CITY OF SPRINGFIELD Springfield,OR 97477 �, f v9 Phone: 541-726-3753 eR6GON Building / Residential Permit Inspection Phone: 541-726-3769 Fax: 541-726-3676 PERMIT NO: 811-SPR2014-02128 wmv.spnngfield-ocgov permitcenter@spr ngfield-or.gov PROJECT STATUS: Issued ISSUED: 10/01/2014 EXPIRES: 03/30/2015 STATUS DATE: 10/01/2014 APPLIED: 1 010112 01 4 SITE ADDRESS: 6795 E CT, Springfield, OR 97478 SCOPE: Interior ASSESOR'S PARCEL NO: 1702352311600 TYPE OF STRUCTURE: Residential PROJECT DESCRIPTION: Replace bearing wall with beam(s) OWNER: DERONDEN-POS BARBARA J Phone Number: ADDRESS: 2174 BONNIE LN SPRINGFIELD OR 97477 CONTRACTOR INFORMATION Contractor Type Contractor Name Lic Type Lic No Lic Exp Phone General Contractor STEFANSON ENTERPRISES LLC CCB 186433 04/22/2015 541-678-3304 INSPECTIONS REQUIRED Inspections 1260 Framing Framing Inspection: Prior to cover and after all rough in inspections have been 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 properly, and the approved set of plans will remain on the site at all times during construction. Owner or Contractor Signature Date ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth In OAR 952-001-0010 through OAR 952.001- 0090, You may obtain copies of the rules by calling the center, (Note: the telephone number for the Oregon Utility Notification Center is 1.800-332-2344). Springfield Building Permit 10/1/2014 1:42:56PM TIM HS PERMIT SHALL EXPIRE IF THE WORK l!TIiORIZED UNDER THIS PERMIT IS NOT ol,,i(�4ENCED OR IS ABANDONED FOR /'NY 180 DAY PERIOD, Page 1 of 1 LINELD — CITY OF SPRINGFIELD 226 F S RSt TRANSACTION RECEIPT Spdngfeld,OR97477 OREGON 541-72&9753 811-SPR2014-02128 w .spnngfield-ocgov 6795 E CT parmilcenter@spdngfield-ocgov RECEIPT NO: 2014002167 RECORD NO: 811-SPR2014.02128 DATE: 10/01/2014 DESCRIPTION ACCOUNT CODEITRANS CODE AMOUNT DUE Continuing Education Fee 224-00000-425606 2.50 State of Oregon Surcharge (12% of applicable fees) 821-00000-215004 1099 Structural Building Permit Fee 224-00000-425602 1002 14.89 124.09 Technology fee (5% of permit total) 100-00000-425605 2099 6.20 TOTAL DUE: 147.68 PAYMENTTYPE PAYOR CASHIER:CCARPENTER COMMENTS AMOUNT PAID '. Credit Card Mickie Putzier 147.68 02768b TOTAL PAID: 147.68 / Structural Permit Application 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 SPRINGFIELD S -tq v, S LTJ _x 08 i DEPARTMENT USE ONLY I Pennit no.: 5J[ J-2 12 Date: 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. LOCAL GOVERNMENT APPROVAL This project has final land -use approval. Signature: Date, This project has DEQ approval. Signature: Date: Zoning approval verified: ❑ Yes ❑ No Property is within flood plain: []Yes ❑ No CATEGORY OF CONSTRUCTION Residential ❑ Government ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address: G u rlE City: rlf\I State: I ZIP. Subdivision: I Lot no.: Reference: Taxlot (oOC) PROPERTY OWNER . Name: Y c Address: -ILV IZ City: State: (5t -ZIP. -VNQ Phone: IF= - - E-mail J2Jfp 00fnCtaSV, Building Owner or Owner's agent authorizing this application: Sign to ❑ This installation is being made ar residential or farm property owned by me or a member of my i nmediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business name:`- cl Address: City: State: ZIP: Phon - ;2 —q Fax: - E-mail:5�9_-ftin ' x h mqA.. r CO t1r\ CCB license no.: Mt o 433 Print name: Signature: (c) Reinspection ($ per hour): (number of hours x fee per (tour) SUB -CONTRACTOR INFORMATION Name CCB License N Phone Number Electrical 3. Plan review fees Plumbing $ (b) Fire and life safety (40%x permit fee [2a]): Mechanical (c) Subtotal of fees above (3a and 3b): $ FEE SCHEDULE _ 1. Valuation information (a) Job description: �� &GJ �. Occupancy Construction type: Square feet: Cost per square foot: Other information: Type of Heat: Energy Path: ❑ new Eld teration ❑ addition (b) Foundation -only permit? ❑ Yes ❑ No Total valuation: $ 2. Building fees (a) Permit fee (use valuation table): $ Z (b) Investigative fee (equal to [2a]): $ (c) Reinspection ($ per hour): (number of hours x fee per (tour) $ (d) Enter 12% surcharge (.12 x [2a+2b+2c]): $ d (e) Subtotal of fees above (2a through 2d): $ 3. Plan review fees (a) Plan review (65%x permit fee [2a]): $ (b) Fire and life safety (40%x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b): $ 4: Miscellaneous fees `''-- (a) Seismic fee, 1% (.01 x permit fee [2a]): $ (b) Technology fee, 5%(.05 x permit fee[2a]): $ (U r (c) Continuing Education Fee $2.50 $2.50 TOTAL fees and surcharges (2e+3c+4a+4b+4c): $ C '- E2�'L Exd- " gall New 6,1 10w 1 Re" a,�e ex,54', L otk� W,%,S t.,,J w P:w� 'fis+ wh¢K ��ai4y n �lwr mailf nd wwl( 6[�in55 /ci$�. Lv.; : k v- 0 , jN7ls aid lm.6li ylu 4,„„ �itq 41 -Phar 'pisb ,.ul X40% -�lcwr y;:i-lS Av IkAa H%MSbS. I. YpA k�cawl4 wl 4ALI pli ew.hed zt In w.11s 64 sim-r�'m 4-5 i44 %.n.)arS ih-ww fa 7,10. E- Ile _ CX�enGt I vJa\1 Tu I I � I e. t .. 44u E—IG sArn (-low —T Ila' I AAV L&4 L' Il Sh,t a&% hum ws�VA FCoo-- wor tis EJ+ -e 9x4ee:,c wau It Exk(� N�New Clllvt-% I;em6k Loan bt %q rand w A whtat IJ -On '4 tef"r en AAAA wall beyjnl5 ��cfi�� CA 64V Fl"f jNSlt a+A 1MWE )I" W� IKgµy Me 00, w) 60U." of 4',Im jaisi5 &-A c 4A,h *1w Y;lik d* a<A. wri..a 5iwte5r.,., 5iVV�5 4.e kMS451'"VIPA bCAM y w) `IXli 701+ CI"6ejAl4 1n wnA5 aNd nAiv%(W w-rKL si.,npSon 4, s't< "-)4,5 (h".% is p650. IU, �I Srua� McR}er "Ke�eco-.�� Ftcur �' �t�uV•4ab, U",e) n F -- r(,' vx Q C11ti LAn17,e. V%my , ,G-- coala Cglti�.,w. 4AP Lai, "it L-,Vi+,S?,VW w)Vaahk& (mW% I I I I I 1Ila I I P I1 Aoo'r C45 ,-Alt-A3 " 1 hl rur WAu Project: Location: Uniformly Loaded Floor Beam 1 Uniformly Loaded Floor Beam 12009 International Building Code(2005 NDS)) 5.51N x 12.0 IN x 16.0 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 35.7% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.39 IN U489 Dead Load 0.16 in Total Load 0.56 IN U346 Live Load Deflection Criteria: 0360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 3040 Ib 3040 Ib Dead Load 1254 Ib 1254 Ib Total Load 4294 Ib 4294 Ib Bearing Length 1.20 in 1.20 in BEAM DATA Center Span Length 16 It Unbraced Length -Top 0 It Floor Duration Factor 1.00 Camber Adj. Factor 1.5 Camber Required 0.24 Notch Depth 0.00 MATERIAL PROPERTIES 24F -V4 - Visually Graded Western Species Base Values Adjusted Bending Stress: Fb = 2400 psi Controlled by: Fb_cmpr = 1850 psi Fb' = 2400 psi Cd=1.00 Shear Stress: Fv = 265 psi Fv' = 265 psi Cd=1.00 Side 1 Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Min. Mod. of Elasticity: E_min = 930 ksi E_min' = 930 ksi Comp.-LtoGrain: Fc -1= 650 psi Fc - -L'= 650 psi Controlling Moment: 17178 ft -Ib Floor Tributary Width 8.0 ft from left support 8 fl 1.5 Created by combining all dead and live loads. Wall Load Controlling Shear: -4294 Ib At support. BEAM LOADING Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 85.89 in3 132 In3 Area (Shear): 24.31 int 66 in2 Moment of Inertia (deflection): 583.59 in4 792 in4 Moment: 17178 ft -Ib 26400 ft -Ib Shear: -4294 lb 11660 lb page - er StruCalc Version 8.0.113.0 10/1/2014 1:36:56 PM LOADING DIAGRAM A FLOOR LOADING Side 1 Side 2 Floor Live Load FLL = 40 psf 40 psf Floor Dead Load FDL = 15 psf 15 psf Floor Tributary Width FTW = 8 fl 1.5 It Wall Load WALL = 0 pit BEAM LOADING Beam Total Live Load: wL = 380 pit Beam Total Dead Load: wD = 143 pit Beam Self Weight: BSW = 14 pit Totat Maximum Load: wT = 537 pit