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Home My WebLink AboutPermit Building 2020-01-16SPRINGFIELD— OREGON PRINGFIELD—OREGON Web Address: www.springfield-or.gov Permit Issued: January 16, 2020 Building Permit Residential Structural Permit Number: 811-20-000112-STR IVR Number: 811027605578 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: permitcenter@springfield-or.gov I TYPE OF WORK Category of Construction: Single Family Dwelling Type of Work: Alteration Submitted Job Value: $3,000.00 Description of Work: Remove load bearing wall JOB SITE INFORMATION Worksite Address Parcel Owner: DICKENSON KENNETH W & 544 65TH ST 1702341300433 CAROL] Address: 555 PARK ST Springfield, OR 97478 SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone OWNER - Primary CCB 000000 PENDING INSPECTIONS Inspection Inspection Group Inspection Status 1999 Final Building Struct Res Pending 1260 Framing Struct Res Pending 1110 Footing Struct Res Pending SCHEDULING INSPECTIONS 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: 811027605578 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). Printed on: 1/16/20 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811-20-000112-STR PERMIT FEES Fee Description Technology Fee Structural building permit fee State of Oregon Surcharge - Bldg (12% of applicable fees) Page 2 of 2 Quantity Fee Amount $5.76 $115.10 $13.81 Total Fees: $134.67 Printed on: 1/16/20 Page 2 of 2 C:%myReports/reports//production/01 STANDARD SPRINGFIELD City of Springfield Development and Public Works Transaction Receipt 225 Fifth Street 811-20-000112-STR Springfield, OR 97477 541-726-3753 OREGON IVR Number: 811027605578 permitcenter@springfield-or.gov Receipt Number: 473572 Receipt Date: 1116120 www.spdngfield-or.gov Worksite address: 544 65TH ST, Springfield, OR 97478 Parcel: 1702341300433 Printed: 1/16/20 1:23 pm Page 1 of 1 FIN_TransactionReceipt_pr Fees Paid Transaction Units Description Account code Fee amount Paid amount date 1/16/20 1.00 Ea Structural building permit fee 224-00000-425602-1030 $115.10 $115.10 1116/20 1.00 Ea State of Oregon Surcharge - Bldg 821-00000-215004-0000 $13.81 $13.81 (12% of applicable fees) 1/16/20 1.00 Automatic Technology Fee 204-00000-425605-0000 $5.76 $5.76 Payment Method: Cash Payer: DICKENSON Payment Amount: $134.67 KENNETH W & CAROL J Cashier: Katrina Anderson Receipt Total: $134.67 Printed: 1/16/20 1:23 pm Page 1 of 1 FIN_TransactionReceipt_pr Structural Permit Application SPRINGFIELD DEPARTMENT USE ONLY CITY OF 6 OREGON Permit no. - N .- (900 I t ?- .. 51 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 OREGON Date: t.j to I 7.4-,D 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 I ❑ Government ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address: 5 City: State:(?- ZIP. Subdivision: I Lot no.: Reference: Taxlot: PROPERTY OWNER Name: Address: City: %State. ZIPS Pho Fax: - - E-mail: c,o t'+c\ Building Owner or Owner's agent auth rizing this • a ton: Sign here: ❑ This inst ation is being made on residential or rarm pro rty owned by me or a member of my inunediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business name: Address: City: State: ZIP: Phone: - Fax: - - E-mail: CCB license no.: Print name: Signature: SUB -CONTRACTOR INFORMATION Name CCB License # Phone Electrical Construction type: Plumbing Square feet: Mechanical Other information: Last edited 5-5-2019 BJones �7 FEE SCHEDULE 1. Valuation information (a) Job description: 1 V,',_L 01)K w Ct�- 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 ($ 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 (65% 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]) $ TOTAL fees and surcharges (2e+3c+4a+b): S t Property Owner Statement Regarding Construction Responsibilities Oregon Law requires residential construction permit applicants who are not licensed with the Construction Contractors Board to sign the following statement before a building permit can be issued. (ORS 701.325 (2)) This statement is required for residential building, electrical, mechanical, and plumbing permits. Licensed architect and engineer applicants, exempt from licensing under ORS 701.010 (7), need not submit this statement. This statement will be filed with the permit. Please check the appropriate box: 1-1 1 own, reside in, or will reside in the completed structure and my general contractor is: Name CCB# Expiration Date I will inform my general contractor that all subcontractors who work on the structure must be licensed with the Construction Contractors Board. or 1 will be performing work on property I own, a residence that I reside in, or a residence that I will /* reside in. If I hire subcontractors, I will hire only subcontractors licensed with the Construction Contractors Board. If 1 change my mind and hire a general contractor, I will select a contractor who is licensed with the CCB and will immediately give the name of the contractor to the office issuing this Building Permit. I have read and understand the Information Notice to Homeowners About Construction Responsibilities, and I hereby certify that the information on this homeowner statement is true and accurate. ke•ssoA (2 &-*- f I c c.i-1e4n. 5 Print Name of Permit Applicant of Permit Applicant Permit #: Address: Issued by: Date: i r Date This Copy for Permit Offices Information Notice to Owners About Construction Responsibilities (ORS 701.325 (3)) Homeowners acting as their own general contractors to construct a new home or make a substantial improvement to an existing structure, can prevent many problems by being aware of the following responsibilities: • Homeowners who use labor provided by workers not licensed by the Construction Contractors Board, may be considered an employer, and the workers who provide the labor may be considered employees_ As an employer, you must comply with the following: • Oregon's Withholding Tax Law: Employers must withhold income taxes from employee wages at the time employees are paid. You will be liable for the tax payments even if you don't actually withhold the tax from your employees. For more information, call the Department of Revenue at 503-378-4988. • Unemployment Insurance Tax: Employers are required to pay a tax for unemployment insurance purposes on the wages of all employees. For more information, call the Oregon Employment Department at 503-947-1488. • Oregon's Business Identification Number (BIN): is a combined number for both Oregon Withholding and Unemployment Insurance Tax. To file for a BIN, go online to the Oregon Business Registry. For questions, call 503-945-8091. • Workers Compensation Insurance: Employers are subject to the Oregon Workers Compensation Law, and must obtain Workers Compensation Insurance for their employees_ If you fail to obtain Workers Compensation Insurance, you could be subject to penalties and be liable for all claim costs if one of your workers is injured on the job. For more information, call the Workers Compensation Division at the Department of Consumer and Business Services at 800-452-0288. • Tax Withholding: Employers must withhold Social Security Tax and Federal Income Tax from employee wages. You may be liable for the tax payment, even if you didn't actually withhold the tax. For a Federal EIN number, go online to A8MKJrs. v. Other Responsibilities of Homeowners: • Code Compliance: As the permit holder -for a construction project, the homeowner is responsible for notifying building officials at the appropriate times, so that the required inspections can be performed. Homeowners are also responsible for resolving any failure to meet code requirements that may be found through inspections. • Property Damage and Liability Insurance: Homeowners acting as their own contractors should contact their insurance agent to ensure adequate insurance coverage for accidents and omissions, such as falling tools, paint overspray, water damage from pipe punctures, fire, or work that must be redone. Liability Insurance must be sufficient to cover injuries to persons on the job site who are not otherwise covered as employees by Workers Compensation Insurance. • Expertise: Homeowners should make sure they have the skills to act as their own general contractor, and the expertise required to coordinate the work of both rough -in and finish trades. CONSTRUCTION CONTRACTORS BOARD PO Box 14140, Salem, OR 97309-5052 Telephone: 503-378-4621 — Fax: 503-373-2007 Website Address: www oreg�9Qylcsb �,.._,......+„ ,,....,er ��+,,.,ro,� 4 -gym � This Copy for Permit STRUCTURAL CALCULATIONS DATE: November 15, 2019 PROJECT: 19-528 Stevens Residence - Ex. Residence Alteration 544 N 65th Street Springfield, Oregon BY: JOSHUA ANNETT CHECKED BY: RICK HERNANDEZ, P.E., S.E. CHanch tINEERING- Since 1977 PROJECT DESCRIPTION & SCOPE OF SERVICES: Structural design in accordance with the 2014 Oregon Structural Specialty Code for the above referenced project as follows: Vertical Load Analysis Concrete Footing Design Wood -Framing Design Should conditions differ from those depicted in this report or accompanying drawings, contact this office for further direction. SPECIAL INSPECTION: None NOTES: All wood framing materials shall be #2 DF U.N.O. All Glue -Laminated Timber Beams shall be 24F -v4 No analysis of any other portion of the structure at the above referenced address has been conducted, except as specifically detailed herein. The design included herein includes the structural alteration of the existing structure for vertical loads only. All other aspects of this work shall be per the applicable building code. EUGENE—SPRINGFIELD ALBANY �, VRUCTURq< �Y'�D PR N �FFssi w #67092PE DIGITALLY SIGNED OREGON 30 �0 HERS Renews: JUNE 30, 2021 310 51h Street, Springfield, OR 97477 1 p: 541.746.0637 1 www_branchengineering.com Branch ENGINEERING Since 1977 310 5th Street Springfield, Oregon 97477 Telephone: (541) 746 0637 DATE: 11/15/2019 PROJECT: 19-528 544 65th St - Stevens BY: Joshua Annett CHECKED BY: Rick Hernandez, P.E, S.E SHEET: CALCSHEET Loading Data Used in Design SNOW LOAD DESIGN CRITERIA GROUND SNOW LOAD (psf) 20 ROOF SNOW LOAD (psf) 33.1 including drifts Drift Width above Frain, W'd (ft) 3.3 DEAD LOAD DESIGN CRITERIA ROOF DEAD LOAD (psf) 17 FLOOR DEAD LOAD (psf) 12 ROOF OVERFRAMING DEAD LOAD (psf) 8 :w 1/7 (J-"0**1k'anch WINEERING= 2/7 DATE: 11/15/2019 nee 1977 310 5th Street PROJECT: 19-528 544 65th St - Stevens Springfield, Oregon 97477 BY: Joshua Arnett Telephone: (541) 746 0637 CHECKED BY: Rick Hernandez, P.E, S.E SHEET: UNIT WEIGHT ASSEMBLY DEAD LOAD TABULATIONS MISC 1.5 psf Total 11.7 psf ASSEMBLY SUMMARY USE IN DESIGN ROOF Thickness Product Weight ROOF 15.8 psf 17 psf ASPHALT SHINGLE 2.5 psf FLOORI 11.7 psf 12 psf ASPHALT SHINGLE 2.5 psf ROOF OVERFRAMING1 7.8 psf 8 psf 0.5 OSB 1.7 psf 2x6 DF AT 241N OC 1.1 psf UDL FACTOR 2 2x4 DF AT 241N OC 1.4 psf 12 FIBERGLASS BATT 1.2 psf 2x6 DF AT 161N OC 1.7 psf 0.5 GWB 2.2 psf MISC 1.5 psf Total 15.8 psf EX. CONDITIONS LOADING TW/H DL LL SL FLOOR Thickness Product Weight ROOF 12.25 225 245 SHEET VINYL 0.5 psf WALL 8 64 0.5 OSB 1.7 psf FLOOR 4.5 54 180 2X DECKING 4.6 psf 2x12 DF AT 241N OC 2.2 psf 12 FIBERGLASS BATT 1.2 psf MISC 1.5 psf Total 11.7 psf 31 FU K l t am MEMBER REPORT Roof, Roof: Joist 1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 24" OC Sloped Length: 13' 7 9/16" All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. x2 TRANSFER TO HEADER Member Length : 13' 8 1/4" ANALYSIS OF EX. ROOF RAFTER FOR REACTION TO HEADER. NO DESIGN CHECK OF EXISTING FRAMING. Supports Bearing Length Total Available Required Loads to Supports (Ibs) Dead Roof Live Snow I Total Aooessories 1 - Birdsmouth - DF 5.50" 5.50" 1.50" 236 257 257 750 Blocking 2 - Hanger on 5 1/2" OF beam 1.50" Hangers 1.50" 227 247 247 721 See note 1 • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the riaterial that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LRU26Z 1.94" N/A 4-10dx1.5 5-10d Vertical Load Location (Side) Spacing Dead (0.90) Roof Live (non -snow: 1.25) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 12'7" 24" 17.0 120.0 20.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squa �h Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by TCC -ES under evaluation reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Joshua Annett ForteWEB Software Operator Job Notes Josh Annett BRANCH ENGINEERING,INC. (544) 746-0637 josha@branchengineering.com A-0 SUSTAINABIE FORESTRY INITIATIVE Weyerhaeuser 11/15/2019 11:29:34 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 19-528 544 65th St Stevens Dana 7 / Z 2 F V K T E 00 MEMBER REPORT Wall, Wall: Header 1 piece(s) 3 1/8" x 161/2" 24F -V4 DF Glulam -POSSIBLE OVERFRAMING Overall Length: 20' 9" L 20• L Fil 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 5517 @ 3" 9141 (4.50") Passed (60%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 4390 @ 1' 9" 10476 Passed (42%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft -lbs) 25399 @ 10' 3 3/8" 32613 Passed (78%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.449 @ 10' 4 5/16" 0.675 passed (L/541) - 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.893 @ 10'4 3/16" 1 1.013 passed (L/272) 1.0 D + 1.0 S (All Spans) PASSED 4/7 System: Wall Member Type: Header Building Use: Residential Building Code: IBC 2015 Design Methodology : ASD • Deflection criteria: LL (1./360) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 11' 1" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 20' 9" o/c unless detailed otherwise. • Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 20' 3". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indi;vted by the manufacturer. • Applicable calculations are based on NDS. TRANSFER TO FLOOR BEAM MODEL Supports Bearing Length to suppo (lbs) Accessories Total Available Required Dead leRoof live Sno Total 1 - Trimmer - DF 4.50" 4.50" 2.72" 2692 2563 2824 8079 None 2 - Trimmer - DF 4.50" 4.50" 2.45" 2461 2501 2514 7476 None Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any othr-r warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and FSR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Joshua Annett , ForteWEB software Operator I Job Notes Josh Annett BRANCH ENGINEERING,INC. (544) 746-0637 josha@branchengineering.com A45USTAINABLE FORE5TW. INITIATIVE Weyerhaeuser 11/15/2019 11:29:34 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 19-528 544 65th St Stevens Pana 1 / Z Dead Roof Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (mm -snow: 1.75) (1.15) Comments 0 - Self Weight (PLF) 0 to 20'9" N/A 12.5 1 - Tapered (PSF) 0 to 3'6" 12' to 0 - 13.1 2 - Uniform (PSF) 0 to 6' 5' 8.0 3 - Uniform (PLF) 0 to 20' 6" N/A 113.5 123.5 123.5 Linked from: Roof: Joist, Support 2 4 - Uniform (PLF) 0 to 20' 6" N/A 113.5 123.5 123.5 Linked from: Roof: Joist, Support 2 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any othr-r warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and FSR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Joshua Annett , ForteWEB software Operator I Job Notes Josh Annett BRANCH ENGINEERING,INC. (544) 746-0637 josha@branchengineering.com A45USTAINABLE FORE5TW. INITIATIVE Weyerhaeuser 11/15/2019 11:29:34 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 19-528 544 65th St Stevens Pana 1 / Z EXISTING FLOOR BEAM - REMOVE Ex. BEARING WALL & INSTALL HEADER SUPPORTED AT ENDS BY X EXISTING FLOOR BEAM & NEW FOOTINGS. EX, CONDITIONS LOADING TW/H DL LL SL ROOF 12.25 225 245 WALL 8 64 FLOOR 4.5 54 180 470lb/ft-55161b f 583.7/2568 ALT. CONDITIONS 6286/3089 1282.1 / 55(.1 EX. CONDITIONS IK DL+SL = 225plf+245pif EX. FLOOR BEAM EX. FOOTING LOCATIONS, TYP. -AMP 1-1 -19 INH rv) IN10 m111 A 2 11`412 748.6/31.4 1009.3 / 98.8 1062.1 1104.3 716.2 1 616.6 / 268.3 6301.4 13089.1 REACTIONS TO EX. PROVIDE NEW FOOTING FOOTINGS DECREASE FOR SUPPORT OF HEADER, TYP. (2) PLCS. 2 M 1114 AN5 IN6 3274.6 11420.3 2599.4 / 1127.4 2888.6 / 1252.8 3011.6 / 1 06.2 1061/460.2 REMOVE EX. BEARING WALL SEE REACTIONS SHEETS FOR REACTIONS RESULTING FROM EACH LOAD CASE. Loads: LC 4, IBC 16-10 (b) Envelope Only Solution Y -direction Reaction Units are Ib and Ib -ft (Envel( BRANCH ENGINEERING,... JOSHUA ANNETT Nov 15, 2019 at 3:27 PM ex fir beam.r2d Company 11RISA Designer Job Number %A..u:I ICK%!01 1F1ANY Model Name BRANCH ENGINEERING, INC. JOSHUA ANNETT Joint Reactions (By Combination Ir Inint I nhal X TIN 6n Nov 15, 2019 3:24 PM Checked By: RICK HERNANDEZ, P.E., S.E. M1111 RA7 llh-fFl 1 2 3 6 6 6 N 1 N2 N3 0 0 0 556.069 1420.301 1127.433 0 0 0 4 6 N4 0 1252.846 0 5 6 N5 0 1306.23 0 6 6 N6 0 1 460.167 1 0 7 1 6 N7 0 1 256.756 1 0 8 9 6 6 N8 N9 0 0 53.745 98.796 0 0 10 11 12 6 6 6 N10 N11 N12 DEAD LQAQ 0 0 REACTION 104.306 29.016 268.3 0 0 0 13 6 F1 0 1 3089.023 0 14 15 6 6 F2 a s: _ 0 3089.104 0 16 17 6 7 COG ft : N 1 1 X: 6.96 0 Y: 4.264 409.979 0 18 7 N2 0 1 1047.16 0 19 7 N3 0 831.234 0 20 7 N4 0 92.98 0 21 22 7 7 N5 N6 0 0 963.057 339.272 0 0 23 7 N7 0 176.294 0 24 7 N8 0 694.874 0 25 7 N9 1 0 910.55 1 0 26 27 28 7 7 7 N10 N 11 N19 LIVE LOAD 0 n 1687.232 REACTION 957.8 ' 12475- 0 0 0 29 7 F1 0 512.197 1 0 30 7 F2 0 380.703 0 31 7 I Totals: 0 9028.8 32 7 COG (ft): X: 6.96 Y: 4 33 8 N 1 0 558.027 0 34 8 N2 0 1425.301 0 35 36 8 8 N3 N4 0 0 _ 1131.402 1257.256 0 0 37 8 N5 0 1310.828 0 38 8 NQ 0 461.787 0 39 8 N7 0 259.617 0 40 41 8 8 N8 N9 0 0 -22.374 2.205 0 0 42 8 8 8 N10 N 11 N12 SNOWREACTION- 0 0 2.663 -47.974 0 0 4 44 45 8 F1 0 3196.944 0 46 8 F2 0 3212,319 47 8 8 Totals: COG (ft): 0 X: 6.96 13017.6 Y: 4.224 48 RISA -2D Version 18.0.0 [ZA2019119-528 Stevens 544 65th1ex fir beam.r2d] Page 1 S (Rranch. 0 BIGINEERING_= Since 1977 310 5th Street Springfield, Oregon 97477 Telephone: (541) 746 0637 7/7 PROJECT: 19-528 544 65th St -Stevens BY: Joshua Annett CHECKED BY: Rick Hernandez, P.E, S.E SHEET: P1 I CONCRETE SPREAD FOOTING DESIGN I FOOTING NUMBER/LOCATION P1 FOOTING / COLUMN GEOMETRY V„ : FOOTING LENGTH: 2.17 ft FOOTING WIDTH: 2.17 ft FOOTING THICKNESS: 8 in REIN FORCEM ENT SIZE: #4 0 NUMBER OF MATS: 1 0 DEPTH TO REINFORCEMENT: 4.75 in COLUMN DIMENSION, D: 3.5 in COLUMN DIMENSION, W: 3.5 in COLUMN CONDITION: interior 0 LOADS V„ : 8.70 CONCENTRATED DEAD LOAD: 3089.104 lbs CONCENTRATED LIVE LOAD: 512.197 lbs CONCENTRATED SNOW LOAD: 3212.319 lbs CONCENTRATED WIND LOAD: 0 lbs CONCENTRATED SEISMIC LOAD: 0 lbs SURFACE DEAD LOAD: 0 psf SURFACE LIVE LOAD: 0 psf UPLIFT WIND LOAD: 0 lbs UPLIFT SEISMIC LOAD: 0 lbs MATERIAL STRENGTHS SOIL BEARING CAPACITY (normal): 1500 psf SOIL BEARING CAPACITY (short term): 2000 psf CONC STRENGTH, f',: 2500 psi REINFORCING STRENGTH, f,: 60 ksi BEARING PRESSURE FOOTING AREQ-o: 4.51 ft z FOOTING APRIVI: 4.71 ftz 0. K. R,,: 9.6678 kip cl,: 2053 psf ONE WAY SHEAR V,,: 2.42 kip (�V„ : 9.28 kip 0. K. TWO WAY SHEAR V„ : 8.70 kip ba: 33 in as: 40 s: 4>V„ : 35.27 kip 0 : 45.60 kip (�V„ : 23.51 kip O.K. FLEXURE Mu : 1.96 kip ft As min. 0.375 in or 3 #4 bars e.w. / mat A,p,.'d: 0.589 in z 0. K. s: 11.02 in 0. K. p : 0.0048 4)M„ : 12.59 kip ft 0. K. a Lr) to - N Of ^l N — IV .. LOWER S101 I ROOF I I 1 1 'E4 ROOF SLOPE, TYP. , —___; kO kO I Ar 1 ►� UPPER ROOF SITE MAP '-9" 20'-0" MAX. CLEAR SPAN �3'-0- (E) VAULTED [LIVING R00 I FFE= -6" CEILING &ROOF I 2 I OVER -FRAMING S101 P. AT � TY ' REMOVE EACH END (E) LOAD iOF BEAM BEARING _ WALL I TYP EACH END) 2x4IOFE 1GLB --- --- --- --- --- (N) (2 +� I �(N) 3"x 161 (N) WALL w/ 2x4 REMOVE (E) GLB HEADER AT 16" 0. c., TYP. I POCKET DOORI I OUTBOARD OF EACH END OF BEAM j DINING j I 1TCHE I (E) 2x RAFTER 1 AT 24 o.c., TYP. �- 13 (E) EXTERIOR WALL, N5 TYP. (2) SIDES PARTIAL ROOF FRAMING & WALL PLAN S 101/ SCALE: 118"=l' -O" ADJUST POSITION OF OPENING (E) 2x RAFTER AT 24 0. c. (E) 2x4 RIDGE (E) 2x8 COLLAR TIE, TYP. `� _ SUPPORT AT t6'o.c. 12 ''�� t5 �` - — - (E) 2x4 WEB AT 24-0.c., TYP. (E) 2x CEILING JOIST AT 16 "o. c. (N) GLB PER (N) TRIMMER, T EACH END OF GLB PER PLAN (E) FLOOR FINISHES - &G DECKING REMOVE (E) BEARING WALL (E) 4x FLOOR BEAM (E) EXT. WALL, TYP. EVERY 48"o. c. I - (E) FLOOR FRAMING (E) (2) 4x FLOOR BEAM (E) CONCRETE STEM WALL - (E) FINISH GRADE (N) FOOTING EACH 4 - (E) CONCRETE STEMWALL END OF BEAM PER S 101 (E) SPREAD FOOT1Nr, 3 SECTION FOOTING S101 SCALE: 114"_-1'-O" (E) FLOOR DECKING (E) (2) 4x 12 FLOOR BEAMS (N) (2) 04 POST 2" CLR`i TYP. a TRIMMER, POSTS, & FOOTING, TYP. EACH WAY TRIMMERS SUPPORTING GLB HEADER 1 x8 "x 12" PLYWOOD OR OSB GUSSET FASTENED TO BEAM & POST w/ 8d NAILS, TYP. EACH SIDE PROTECT POST END w/ SYNTHETIC MATERIAL (ROOF SHINGLE) CONCRETE SPREAD FOOTING \ L---' �- (3) 14 BARS AT EQ. c �� : SPACING EACH WAY J� -00d l 2 CE6 MIN. J"-0 CRUSHED ROCK COMPACTED TO 90% RELATIVE 2'-2 SQ. UNDISTURBED NATIVE SOIL COMPACTION, MODIFIED FOOTING PROCTOR METHOD 4 TYP. (2) & HEADER ABOVE TO AVOID (E) CONC. FOOTING S101 PLACES CONFLICT w/ (E) FOOTING, TYP. & STEM WALL, TYP. (E) (2) 4x4 POST w/ r 18" DIA. CONC. FTG. -- r • i (E) (2) 4x � L JL4'-7'; TYP. � L — --I I � FLOOR BEAM A� I 2 PARTL9 FOUNDATION PLAN ��SlOy SCALE: 1/4"=1'-0" i�FOOTING DETAIL SCALE. N.T.S. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE IN GENERAL I CONFORMANCE WITH CONSTRUCTION DETAILS OF A SIMILAR NATURE ELSEWHERE ON THE PROJECT. 3. ALL LUMBER SHALL BE 12 DF U.N.O. 4. GLB SHALL BE 24F -V4, U.N.O. 5. ALL NAILS SHALL BE COMMON SIZE (10d=0.148). 6. THE DESIGN INCLUDED HEREIN INCLUDES THE STRUCTURAL ALTERATION OF THE EXISTING STRUCTURE FOR VERTICAL LOADS ONLY. ALL OTHER ASPECTS OF THIS WORK SHALL BE PER THE APPLICABLE BUILDING CODE. 5_�RUCTURgI �&D PRP 1voFFsso WS#G E 67092PE�� r DIGITALLY SIGNED W OREGON �9� �F� 3 � , 2�,1 �� 0 H P, Renews: JUNE 30, 2021 anch GINEER1M 5I civil a transportation structural a geotechnical SURVEYING 310 5th Street Springfield, OR 97477 P: 541.746.0637 ww w.Branch E ngl n eerin g.com 5pdi gfield OR I Alb -Y OR W NOV. 21, 2019 drawn by: V -J JJA project no: W W 0 Do z ce Cd O LLI tAZ o Z Lu o W = s w WV Lou z V) � d revisions: date: NOV. 21, 2019 drawn by: -JA/jLB designer: JJA project no: 19-528 FOUNDATION, ROOF FRAMING & SECTION sheet: S101 1 1