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Home My WebLink AboutPermit Building 2019-10-14SPRINGFIELD OREGON Web Address: www.springfield-or.gov Building Permit Residential Structural Permit Number: 811-19-002341-STR IVR Number: 811021120836 Permit Issued: October 14, 2019 TYPE OF WORK Category of Construction: Single Family Dwelling Submitted Job Value: $5,800.00 City of Springfield Development and Public Works 225 Fifth Streel Springfield, OR 97477 541-726-3753 Email Address: permitcenter@springfield-or.go\ Type of Work: Alteration Description of Work: Removing one wall (load bearing) JOB SITE INFORMATION Worksite Address Parcel Owner: FISHER KEITH & JENNY 2163 HAYDEN BRIDGE RD 1703244202748 Address: 2163 HAYDEN BRIDGE RD Springfield, OR 97477 SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL INFORMATION Business Name MINISTRY CONSTRUCTION LLC - Primary Inspection 1999 Final Building 1110 Footing 1140 Post Holes License License Number Phone CCB 175375 541-520-8051 PENDING INSPECTIONS Inspection Group Struct Res Struct Res Struct Res SCHEDULING INSPECTIONS Inspection Status Pending Pending Pending 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: 811021120836 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 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 authority to violate or cancel the provisions of any other state or local law regulating construction 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 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Permit Number: 811-19-002341-STR Page 2 of 2 PERMIT FEES Fee Description Technology Fee Structural building permit fee State of Oregon Surcharge - Bldg (12% of applicable fees) Quantity Fee Amount $7.72 $154.40 $18.53 Total Fees: $180.65 Printed on: 10/14/19 Page 2 of 2 C:\myReports/reports//production/01 STANDARC / k 7 & / / 04 2 U§\\ (n §k % 06 $ CDco 7 § §3 2 co kt0r, CL �k Q /y2jr- k ■ a � �q\Ln\ ) \ � ® O w { E / M E < In, ( v : 2 � % = ■ ELo Q CL LL \ \ \ \ \VN ® m °k k k o9 9 9 $ 0� d It k k q q .. o m u 0 Cq k z $ 9 D 2 -w CD U. CC 'r' CL D @ 0 \ 2oo ' 0 , » $ (D w � 7 m . 2 k e U . E E E a) } k =R -a a k °2 0T 7 G CL\ 0 c _ 2 §i £ £ e a / o e $ N @ ' b � � k za 0 \ R w w < 7 1: § $ e/ c 2 CO \ \ § > Q m o q a < q 7 k \ 2 $ CD d r_ƒ $ q ' ` . «_ & k . �.--- § 16$ 0 4 § - ƒ c IL / k 7 & / / Structural Permit Application 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 SPRINGFIELD RRICON DEPARTMENT USE ONLY Petmit no.: lGl �. t , Date: l 1IL( This permit is issued under OAR 918460-0030. 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 I ❑ Government ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address: City: State: (} (Z ZIP -71 Subdivision: I Lot no.: Reference: Taxlot: PROPERTY OWNER Name:ehA t• !, Address: -54,, w City: State: ZIP: Phone: Fax: - - E-mail: Building Owner or Ou a h i this application: Sign here: ❑ This installation is e g made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business name: IMIA,a Address: goo57 City: { StatepjZ ZIP:1111 ( Phone: - - �� Fax: - - E-mail: V,LL� fir CCB license no.: !7=: Print name: 3 Signature: SUB -CONTRACTOR INFORMATION Name CCB License # Phone Electrical Construction type: Plumbing Mechanical Cost per square foot: Last edited 5-5-2019 BJones FEE SCHEDULE 1. Valuation information (a) Job description\, Occupancy Construction type: Square feet: Cost per square foot: Other information: Type of Heat: Energy Path: ❑ new []alteration ❑ addition (b) Foundation -only permit? ❑ Yes ❑ No Total valuation: 2. Building fees (a) Permit fee (use valuation table): $ (b) Investigative fee (equal to [2a]): $ (c) Reinspection (S per hour): (number of hours x fee per hour) $ (d) Enter 12% surcharge (12 x [2a+2b+2c]): $ (e) Subtotal of fees above (2a through 2d): $ 3. Plan review fees (a) Plan review (66% x permit fee [2a]): $ (b) Fire and life safety (66% 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) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ DOTAL fees and surcharges (2e+3c+4a+b): $• I Project Location: RFB1 Roof Beam [2015 International Building Code(2015 NDS)] 5.125 INx12.0INx14.OFT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 286.2% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.11 IN U1476 Dead Load 0.08 in Total Load 0.19 IN L/864 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: 0180 REACTIONS A B Live Load 1225 Ib 1225 Ib Dead Load 868 Ib 868 Ib Total Load 2093 Ib 2093 Ib Bearing Length 0.63 in 0.63 in BEAM DATA Span Length 14 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 4 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES LENGTHS 24F -V4 - Visually Graded Western Species LOADS Base Value.$ Adjusted Bending Stress: Fb = 2400 psi Controlled by: Fb_cmpr = 1850 psi Fb' = 2760 psi Cd=1.15 psf Shear Stress: Fv = 265 psi Fv' = 305 psi Cd=1.15 psf Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Comp. -L to Grain: Fc - = 650 psi Fc -1' = 650 psi Controlling Moment: 7326 ft -Ib wT = 7.0 ft from left support plf Created by combining all dead and live loads. LL = Controlling Shear: -2093 Ib psf At support. DL= Created by combining all dead and live loads. psf Comparisons with required sections: Read Provided Section Modulus: 31.85 in3 123 in3 Area (Shear): 10.3 int 61.5 int Moment of Inertia (deflection): 153.82 in4 738 in4 Moment: 7326 ft -Ib 28290 ft -Ib Shear: -2093 lb 12495 lb StruCalc 9.0 page P StruCalc Version 10.0.1.6 10/14/2019 3:49:25 PM LOADING DIAGRAM A` 14 ft B ROOF LOADING LENGTHS AND LOADS Side One: Ladj = 14 ft Roof Live Load: LL = 25 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 7 ft Side Two: wT = 299 plf Roof Live Load: LL = 0 psf Roof Dead Load: DL= 0 psf Tributary Width: TW = 0 ft Wall Load: WALL = 0 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 14 ft Beam Self Weight: BSW = 13 plf Beam Uniform Live Load: wL = 175 plf Beam Uniform Dead Load: wD_adj = 124 plf Total Uniform Load: wT = 299 plf EX. 4x4 P05T 'a BEAM CUT EX. CEILING J015T5 IN5TALL 51MP50N LU26 HANGERS TO BEAM IN5TALL 4x4 PO5T EX. ROOF 5Y5TEM I IN5TALL 5k8"x12" 24F -Y4 GLULAM 5IMP50N AC4 CAP TRIPLE 2x4 P05T NAILED TOGETHER W/ 16d 5INKER5 1@ 12" O/C 5TAGGERED EX. FLOOR 5Y5TEM �— IN5TALL 20"x20"x10" CONC. FOOTING 0 P05T 5ECTION 1/2"=1'_0. NI NI �L 7]8[L L� Z Q � Q REVIEWED FOR � z •.. ITC EN 1 0)TRIPLE 2x4 P05T 6 EA. END. � U ul NAIL TOGETHER W/ 16d 51NKER5 'a 12" O/C 5TAGGEREDA 4z g� -- _—--- n I N5T LL 51l8'x 12' 4F -Y4 GLULAM REMM-OYE EX. I EX. 4x6 BEAMWA z EX. 4x6 BEAM �P �► LIVING I z Q� EX. 4x6 BEAM, 19'-O" ozo ooa PLAN Z