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HomeMy WebLinkAboutPermit Building 2020-01-24SPRINGFIELD- 6 6 r ._...OREGON Web Address: www.springfield-or.gov Permit Issued: January 24, 2020 Building Permit Residential Structural Permit Number: 811-20-000078-STR IVR Number: 811018360093 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: $6,000.00 Description of Work: Kitchen Remodel JOB SITE INFORMATION Worksite Address Parcel Owner: MARTIN DONALD L & C A 256 ALLEN AVE 1703233303800 Address: 256 ALLEN AVE Springfield, OR 97477 SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone STONEWOOD CONSTRUCTION CCB 120103 541-485-6638 INC - Primary PENDING INSPECTIONS l Inspection Inspection Group Inspection Status 1999 Final Building Struct Res Pending 1260 Framing 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: 811018360093 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: 1/24/20 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811-20-000078-STR PERMIT FEES Fee Description Technology Fee Structural building permit fee Structural plan review fee State of Oregon Surcharge - Bldg (12% of applicable fees) Page 2 of 2 Quantity Fee Amount $12.74 $154.40 $100.36 $18.53 Total Fees: $286.03 Printed on: 1/24/20 Page 2 of 2 C:\myReports/reports//production/01 STANDARD SPRINGFIELD -f 4 P OREGON Transaction Receipt 811-20-000078-STR IVR Number: 811018360093 Receipt Number: 473625 Receipt Date: 1/24/20 www.spdngfield-or.gov Worksite address: 256 ALLEN AVE, Springfield, OR 97477 Parcel: 1703233303800 Transaction Units Description date 1/24/20 1.00 Ea Structural building permit fee 1/24/20 1.00 Ea State of Oregon Surcharge - Bldg (12% of applicable fees) 1/24/20 1.00 Automatic Technology Fee City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@springfield-or.gov Fees Paid Account code Fee amount Paid amount 224-00000-425602-1030 $154.40 $154.40 821-00000-215004-0000 $18.53 $18.53 204-00000-425605-0000 $12.74 $12.74 Payment Method: Credit card Payer: Mark Covet Payment Amount: $185.67 authorization: 04281fl Cashier: Katrina Anderson Receipt Total: $185.67 Printed: 1/24/20 8:38 am Page 1 of 1 FIN_TransactionReceipt_pr Structural Permit Application 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 SPRINGFIELD DEPARTMENT USE ONLY Permit no.: ad �000� t9ttEGON Date: 1 I( 3 1 a d a -O 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 esidential ❑ Government ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address: Zs to van N e . City:SY-1 rNoFtli CAC=k I State: O2 I ZIP Subdivision: Lot no.: Reference: Taxlot:7Z11332)03 CJQ PROPERTY OWNER Name: ChU1r �Zsr�-e zxyYi Maicti n Address: 213 (o City: !SY-1 nc- "f1 cA State: OF ZIP4F Phone: Fax: - - E-mail: C—t)ay-Y A-, Building Owner Owner's age,t authorizing this application: Sign here: ❑ This installation is being 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: Address: City: S `(l • State:_ ZIP: pAO� Phone'Sy 1-4 eS ® I Fax: - - E-mail: `0 CCB license no.: (Z0 j Print name: Lu G �. Signature: SUB -CONTRACTOR INFORMATION Name CCB License # Phone Electrical C01A1 Sly 3(0(3 - ioecto* c. IT) 3%OG 6()2T5 Plumbin 9 1 Sv F11,11 log f1 15�3� 5 3S5a Mechanical Last edited 5-5-2019 BJones FEE SCHEDULE 1. Valuation information (a) Job description: K\+ch Cc% I-C-MC66 Occupancy Construction type: R4P_-rn0Cj 4t - Square feet: Cost per square foot: Other information: Type of Heat: N /A Energy Path: NIA ❑ new Alteration ❑ addition (b) Foundation -only permit? ❑ Yes ff No Total valuation: o $ 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 (65% 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]) $ OTAL fees and surcharges (2e+3c+4a+b): $aty d 3 A SPRINGFIELD—, (SO �Ca 1 OREGON Transaction Receipt 811-20-000078-STR IVR Number: 811018360093 Receipt Number: 473514 Receipt Date: 1113120 www.springfield-or.gov Worksite address: 256 ALLEN AVE, Springfield, OR 97477 Parcel: 1703233303800 Transaction Units date 1/13/20 1.00 Ea Description Structural plan review fee Fees Paid Accountcode 224-00000-425602-1030 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@springfield-or.gov Fee amount Paid amount $100.36 $100.36 Payment Method: Credit card Payer: STONEWOOD Payment Amount: $100.36 authorization: 021309 CONSTRUCTION INC Cashier: Katrina Anderson Receipt Total: $100.36 Printed: 1/13/20 10:10 am Page 1 of 1 FIN_TransactionReceipt_pr 4222 COMMERCE STR. Eugene, OR 97402 ►. SUITE - 2K ` (541) 284.2126 Cell: (541) 517-4304 _ mcinfiredesign@gmail.com CLIENT 5�WOOGL 6a5 lion SHEET NO. ' OF CALCULATED BYr%'1� JOB It 4ve . VER.T1CAL LOAI>I1VCr I:r T. ,2czo g LOOD ®N r.Y ( 7'7L1a Af-r4x y #9-04 = 1050 0 . - ),5,)e 1-60 = .3750 �s Iro = ;1-2-55o psi 3�" x 3V X /U" eave, Tlr, v+%/ ,clo. glj*p-,5 LV8" o.� • v�'/, G «Y SET Zo — 00007 —STS 0000. 0000 0000. 0000.. .. 0000.. .. 0000.. .. 0000 0000.. 0000 00.00. :00 0 0000 00 00 00• 0000 . 0 0 . 0000 G «Y SET Zo — 00007 —STS _1F0RTE'CM MEMBER REPORT Level, Roof: Strong -Back 3 piece(s) 13/4" x 14" 2.0E Microllam@ LVL I PASSED �z 5 14110- AJ>, 0. 2-016, All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 11 Design RipSUItS Atttlat @ Location Allowed Result - LDF Load: COMM mP494 (Pattern) Member Reaction (lbs) 5658 @ 2" 7809 (3.50") Passed (72%) — 1.0 D + 1.0 Lr (Al Spans) Shear (lbs) 4853 @ 1' 5 1/2" 17456 Passed (28%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft -lbs) 28061 @ 10'3" 45484 Fussed (62%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.530 @ 10' 3" 1.008 passed (L/457) — 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.900 @ 10' 3" 1 1.344 Fussed (L/269) -- j 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/240) and TL (1./180). • Top Edge Bracing (Lu): Top compression edge must be braced at 10' 11" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 20'6" o/c unless detailed otherwise. Bearing Length Supports Tota{ Available Required Loads to Supports (lbs) Dead Roof Live Total Accessories I - Stud wall - SPF 3.50" 3.50" 2.54" 2327 3331 5658 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1 2.54" 2327 1 3331 5658 Blocking • BIOCKIng Panels are assL'meCi co carry no ioaas applleo 01MCrly aoove mem an" me run ,vas s appneu w u,c If -t— ucmy -V1 1. Vertical Loads Location (Sloe) Tributary Width Dead Roof Live (0.90) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 20' 6" N/A 21.5 -- 1- Uniform (PSF) 0 to 20' 6" (Front) 13' 15.8 25.0 Default Load Member Notes Strong -Back Beam to support existing roof loads at Interior Bearing Wall Removal 2/3 a System : Roof Member Type; Drop Beam Building Use: Residential Building Code: IBC 2015 Design Methodology: ASD Member Pitch: 0/12 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 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 franlePit • • responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blacks) are not designed p~ftware. Products manufactured • • • Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICG -ES under erpluation reports ESA -1153 and ESR 387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refeRto • • • r • • • • • • " www,weyerhaeuser.rom/woodproducts/document-library. • • • • • • • • The product application, Input design loads, dimensions and support information have been provided by ForteWEB Software Operator , , • m�k'ir�izv�er • • *sees* • •• • ForteW E8 software operator 11/25/2019 7:12:48 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 19082 256 Allen Ave. Page 1/ 1 Job Notes sees•• •• • (541) 517-4304 4 SUSIlbll•4aB�E FORESTRIIINIl' gE- • • •.sees goes • sees ForteW E8 software operator 11/25/2019 7:12:48 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 19082 256 Allen Ave. Page 1/ 1 Job Notes Paul McIntire McIntire Design (541) 517-4304 mcintiredesign@ gmai I.com 1 VVEe 0 MEMBER REPORT Level, Roof: Strong -Back 2 piece(s) 3 1/2" x 111/4" 2.0E Parallam@ PSL Overall Length: .20'6" COO -r r4 7 - PASSED PASSED 7, 0 14Bd-0'._ fide, 3/ 3 r� 20'6 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual ,@ Location Allowed Resuit LDF Load: Combination,(pattern) Member Reaction (lbs) 5690 @ 2" 10413 (3.50") Passed (55%) — 1.0 D + 1.0 Lr (Ail Spans) Shear (lbs) 5008 @ 1' 2 3/4" 19031 Passed (26%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft -lbs) 28220 @ 10'3" 44925 Passed (63%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.752 @ 10'3- 1.008 Passed (L/322) - 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 1.285 @ 10'3" 1 1.344 Passed (L/188) - 1.0 D + 1.0 Lr (All Spans) - Deflection criteria: LL (L/240) and TL (1.1180). - Top Edge Bracing (Lu): Top compression edge must be braced at 20' 6" o/c unless detailed otherwise. • Bottom Edge Bracing (W): Bottom compression edge must be braced at 20'6" o/c unless detailed otherwise. • Member should be side -loaded from both sides of the member or braced to prevent rotation. Supports Searing Length Total Available Required Loads to Supports (lbs) Dead Roof Live Tot I Accessories 1- Stud wall - SPF 3.50" 3.50" 1.91" 2359 3331 5690 , Blocking 2 - Stud wall - SPF 3.50" 3.50" 1.91" 2359 3331 5690 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Roof Live Vertical Loads LocaGon'(aide) Tributary Width (0.90) (non -snow: 1.25) Comments ) • Self Weight (PLF) 0 to 20' 6" N/A 24.6, 1- Uniform (PSF) 0 to 20' 6" (Front) 13' 15.8 25.0 Default Load Member Notes Strong -Beam to support existing roof loads at Interior Bear Wall Removal System : Roof Member Type: Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 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 i8 _ responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designedb7lMsoftware. P6oductsanufacturet?A • • Weyerhaeuser facilites are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ESgundere-Quation rMVrts4V153 and4PVv13E' and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to 9 • www.weyerhaeuser.com/woodproducts/document-library. 000000 • • • The product application, input design toads, dimensions and support information have been provided by ForteWEB Software Operator • **000 • „sees• (L�SUSTp--'sEfORESTii#ImsnaE A``yy • • VylMifelser • • • • • •• 6 • sees* • • •6•• •��•• sees•• • • •9•• 6696 ForteWES Software Operator Job Notes 11/25/2019 7:09:27 PM UTC Paul McIntire McIntire Design ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 (541) S17-4304 mcintredesign@gmaiLcom File Name: 19082 256 Allen Ave. Page 1 / 1 WALL LEGEND - EX 5TIN6. EGEND-EXI5TING 2x WOOD FRAMED EXTERIOR WALLS WITH PLYWOOD SHEATHING AND 2. WOOD FRAMED INTERIOR WALLS WITH GYP. BD. FINISH. PROPOSED 2x4 AT 24" oz. MINIMUM. 1/2" GYPSUM WALL BOARD WITH FINISHES PER CONTRACTOR AND OWNER — — — - - - EXISTING WALLS, FIXTURES, APPLIANCES, WINDOWS, CABINETS, AND COUNTERS TO BE REMOVED. 0 BEARING POINT LOCATION (PROVIDE SOLID BEARINGS - MINIMUM OF MEMBER WIDTH UNLESS NOTED OTHERWISE). • ALL DIMENSIONS TO FACE OF STUD, (FDS.), UNLESS NOTED OTHERWISE. • WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS. SUBCONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY BUILDER OR ENGINEER FLOOR PLAN DEMOLITION NOTES: DI REMOVE EXISTING KITCHEN AND ALL OF THE FIXTURES, AFF'LIMICES CABINETS, COUNTERS, AND FLOORING. SEE REMODEL FLOOR PLAN FOR RELOCATION AND DESIGN OF NEW KITCHEN. MAKE NECESSARY CONNECTIONS FOR NEW PLUMBING FIXTURES. PLUMBING CONTRACTOR TO VERIFY LOCATION. • AT ALL PLUMBING FIXTURE REMOVAL MAKE NECESSARY REPAIRS TO PLUMBING AND PIPING AS PER APPLICABLE CODE REQUIREMENTS. MAKE NECESSARY REPAIRS TO WALL FINISHES TO MATCH EXISTING. DZ REMOVE EXISTING BEARING WALL. MAKE NECESSARY REPAIRS TO THE REMAINING FRAMING AND FINISHES WITH MATCHING CONSTRICTION AND FINISHES. 0REMOVE EXISTING WINDOW AND LOWER SECTION OF WALL FOR INSTALLATION OF PROPOSED DOORS. MAINTAIN EXISTING WALL OPENING 51ZE AND HEADER MAKE NECESSARY REPAIRS TO THE REMAINING FRAMING AND FIN15HE5 WITH MATCHING CONSTRUCTION AND KNISHES . MAINTAIN EXISTING OPENING SIZE AND HEADER. D4 REMOVE EXISTING SLIDING GLASS DOOR AND NEARBY SECTION OF EXTERIOR WALL FOR INSTALLATION OF PROPOSED WINDOWS. FILL IN ANY REMAINING OPENING AND MAKE NECESSARY REPAIRS TO THE REMAINING FRAMING AND FINISHES WITH MATCHING CONSTRUCTION AND FINISHES. AERIAL SITE SM NTS EXISTING / DEMOLITION FLOOR PLAN SCALES Mcg &I -e -079W h 4222 COMMERCE STI. Eugene, OR 97402 SUITE -22 126 Cell: (541) 517A304 mcintiredesign c@gmail.com INTERIOR REMODEL MARTIN RESIDENCE 256 ALLEN AVE. SPRRyGRELD, OREGON CLIENT: Stonewood Construction 935 OAK ST. EUGENE, OR S1401 541-485.6638 DATE RECEIVED ZONE UNIT STORIES LEGAL DESCRIPTI ADDRESS OWNER yam, THE CONTENTS H ALTERATIONS NO CHANGES OR ALT DRAWINGS OR PE BE APPROVED BY crry OF APPROVED BY 1 OF 3 SHEETS I1Zo JOB NO. ,)La OCCUPANCY GROUP OCCUPANCY LOAD TYPE CONSTRUCTION ON I C e ERE ON HAVE BEEN REVIEWED, WITH TED ON THE PLANS OR BY ATTACHMENT. ERATIONS MADE TO THE APPROVED OJECT AFTER THE DATE BELOW SHALL THE BUILDING OFFICIAL. 5PINGFIELD, OREGON // DATES REVIEWED AN CODE COMPLIANCE 0000 ra•• 0000• • • *see • • • • • • ■••a•• •• a 0000•• • • • ■ / ■ 6 • e • • 0000•• as a • •• •• •rr . 0000 •• • •• 0 0 / . r a . ► • • 9 0 • • • •• s. •6090• • • •9•• 69•• I1Zo JOB NO. ,)La OCCUPANCY GROUP OCCUPANCY LOAD TYPE CONSTRUCTION ON I C e ERE ON HAVE BEEN REVIEWED, WITH TED ON THE PLANS OR BY ATTACHMENT. ERATIONS MADE TO THE APPROVED OJECT AFTER THE DATE BELOW SHALL THE BUILDING OFFICIAL. 5PINGFIELD, OREGON // DATES REVIEWED AN CODE COMPLIANCE LUALL LEGEND: EXI5TIW3 2z UIOOD FRAMED EXTERIOR WALLS WITH PLYWOOD SHEATHING AND 2. WOOD FR41'1ED NTERIOR WALLS WITH GTP. BD. FNISH. PROPOSED 2x4 AT 24" oz. MINIMUM. 1/2" GYPSUTI WALL BOARD WITH FINISHES PER CONTRACTOR AND OWNER 0 BEARING POINT LOCATION (PROVIDE SOLID BEARING - MINIMUM OF MEMBER WIDTH UNLESS NOTED OTHEMUISE). • ALL DIMENSIONS TO FACE OF STUD, (FAS.), UNLESS NOTED OTHERWISE. • WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWIWaS. SUBCONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRICTION AND IMMEDIATELY NOTIFY BUILDER OR EWaINEER FLOOR PLAN REMODEL NOTES: O 24" SOLID SURFACE COUNTER TOPS WITH LOWER AND UPPER CABINETS. VERIFY WITH HOME OWNERS FOR COUNTER MATERIAL. CABINET CONTRACTOR TO PROVIDE SHOP DRAWING5. O 46646" ISLAND WITH CABINETS BELOW. VERIFY WITH HOME OWNERS FOR COUNTER TOP MATERIAL. CABINET CONTRACTOR TO PROVIDE SHOP DRAWNG9. 3O LNDER-MOUNT DOUBLE BASIN DEEP SIM, WITH HI -RISE GOOSE NECK REMOVABLE SPOUT FAUCET, VERIFY WITH HOME HERS FOR MAKE, MODEL, AND STYLE. ® DISHWASHER UNDER BASECABINET, (24" WIDE VERIFY). PROVIDE 110v OUTLET BELOW 51NK WITH TOP HALF SWITCHED FOR GARBAGE DISPOSAL AND BOTTOM HALF FIOT FOR DISH WASHER O5 REFRIGERATOR SPACE - 34" WIDE WITH RECESSED PLUMBIW. © PROVIDE UPPER CABINETS. CABINET CONTRACTOR TO PROVIDE SHOP DIWS. O HEADER ABOVE! (3)13/4' x 14" 20E MICROLAM LVL, OR (2) 3 IR' x 11 114' 20E PARALLAM PSL. ® 32" x 32" x 10' CONCRETE FOOTING WITH No.4 BARS at B" oz. EACH WAY AT NEW BEARING POINT. 0 UNDERMINE EXISTING FOUNDATION AND INSTALL 32" z 32' x 10" CONCRETE FOOTING WITH No.4 BARS at B" oz. EACH WAY ® PROVIDE 4' X 4' MINIMUM CONCRETE LANDING . 'RACTOR TO FIELD VERIFY ALL DIMENSIONS 1 112" 3'-F 3'-2" 4'-'1 1/2" ® ill 1,011 (D 1. ' ` f © 11 LA , BEDROOM I OI O O I - O J ® �.L — a LIVING BEDROOM 2 BEDROOM 3 I FLOOR PLAN SCALE: 1/4" I'-0" 4222 COMMERCE STR. Eugene, OR 97402 SUITE -2 '. (541)284-22 128 /) Cell: (541)517-4304 � mcintiredesign@gmail.com INTERIOR REMODEL MARTIN RESIDENCE 256 ALLEN AVE, CLIENT: SPRINGFIELD, OREGON Stonewood Construction 935 OAK ST. EUCeZ, OR 91401 541-485-6636 DATE: 12-2-19 REy! CAD FILE! 19082 SHEET 2 OF 3 SHEETS II I 3 it li EXISTING BEARING WALL TO BE REMOVED I� II LIVING it II it ,I I SECTION 5CALE: 3/a" = P-0" GENERAL REQUIREMENTS and MATERIAL SPECIFICATIONS - GENERAL REQUIREMENTS L Codes - Construction to comply with the rollowing codas as adopted by Local Agency : • 2011 pagan Rarldm.ItMi ".ts Code r OIwSC ): • 2011 pagan Electrical Specm'ty Cede ( OESC ): • 2011 Orsep Plumbing Specialty Code ( OPSC ) • 2011 pagan En sgy Err Isncy Specialty Code ( OEESC ) : 2. The cattractor Ia responsible for coordinating the work or the subcontractors and trades. 3. Shoo drawing* required by the: contract drewinga, materiel aP..(Flce tions shall b. submitted to the Owner and Architect For revlm and approval, prlor to Fabrication 4. Materiels are to be handled, stored and Installed in compliance with the manuracturerb reeemmandat!ens. 5. The contractor atoll provide tie necessary temporary shoring 1 braaing as required until all Final comeations have been completed :m m000rdanoe with the drawing. In order to malnlaln a .are work envlromnent. 6. The Contractor shall verify all dlmenalom with owner before commencing work All Startle !, Warred to in the plans and speciri-t,o "It apply to the Ia Leet edition acor eh standard. For material., equipmenon t, Inatailatior r,brlcatlon methods which a'. not ,peclrisd In the plan. and speclficetlans. The minimwm standard indlas Led In the d..lgnated code shah apply. 1. The note. and details on this .Metere g9enera I. SpeelFlc Inrormatlon on the drawings di rrering rrom these nates shall appy. LLFitten dimenslona Fay. precedence over scaled dimmatom. DO NOT SCALE DRAWINGS. 8. Work to be per Formed and scheduled to cause the least disruption to the building occupant, and operations. 9. Substitute or equlvalent materials, equipment, Fixtures. or other Items or eon,truetion may be oon.ldered by the owner and engineer upon submission of adequate Information to ju,tiry such substltutlon. 10. Contractor to rem meterla 1, and debrl, from site and leave work areas In a "leen condition upon aompl.tlon of work It. Any changes Prom these plans must be approval by he engineer or reeortl and/or appropriate agency prior to or during concoction. 12. Tie Contractor .hall -6 1`9 all utility location, prior to construction or exmvation. - SITE WORK L Excavate to provide Pur the tndicat.d construction and eonrorm to tie rini.h grades. Remove excess material, rvom site. 2. Footings to bear on undusturbed native soil or ental—ed rill by Soil, Engineer placed on uMlsturbed native ..it. - CONCRETE I. Footing,, stem wells, walla, Interior and exterior ,labs on grade: Reedy mixed, eft enlralned, ASTM C-54 a ASTM C-260. Strength . 3000 psi minimum at 25 day.. Dwlgred • 2500 p.l, no spatial Inapacuon requrred. 2. steel RalnForcament Grade 60 Minimum , A57M A-615 . Place per ACI Code and Standards . Lap continuous NoA Bars 24" Minimum and Nos Bars 30" Mlnlmum at all Corners , Steps , and Splices . - WOOD FRAMING AND PLASTICS I. Con.—lion: tudod construction per Conventlor al Cerate mon R quiremer.L> of eilaptars 5, 6, and 8 or the 2011 Oregon ResidantlaI Specie lty Code. 2. Fa.tening or Structural Member. - Residential Par "2011 Oregon Re.ldentlal Specialty Code", -TABLE R60230U. 3. Evidence of Grad.: Grade mark or an -approved grading oreanreauon hevlre )ur:adleuon mu>t appear en each pl.ee or materiel. 4. Trim: Furnish and Install necessary trim and molding Including miscellaneous hsrdwara. 5. Framing Lumber: Douglas Fir / Laroh 545, to standard dimen,lora - 2, and 4x rraming to be No. 2 or better, 6 x naming to be No. 2 or batter, P.T. to ba No. 2 or better, and Faring and Blocking to be No. 3 or better . - THERMAL 4 MOISTURE PROTECTION I. Insulation: Wall,, R-21 riberglass baa Wulstlon with :ML Sral one perm rated vapor barrier placed on warm side or wall. 3. Flashing: 26 gauge galvanized ,hest metal with baked on pramel Pnish color by owner. 4. Sealant and Caulking: Polyurethane .-W.t, gun applied, color log owner. -Caulking air Ise of a type that is compatible with all adjacent surras. material. - DOORS AND WINDOWS 1. Wlndowe and Doers to be Installed as par ..-M.L'se iretructlons and .paeficsatlons 2. Window, and door. must mast the rarquirls, t. of Chapter II and TABLE N110INIP and two additional mea,tire, From TABLE NI I011(2] of the 2014 Oregon Rasid.ntal Specialty Code. Windom, b have a maximum rating of U=035, Extarior Doors U•020, and ExLarior P.— with more than 25 sq. rt. or glazing U•BA0. 3. Door• and windows to be fully wasther-stripped, caulked, gaskalad or Otherwlea treated to ,.It air infiltration. 6. 5ubmn Shop Drawings. 51MPSON H25 CLIP, OR EQUAL AT EACH COLLAR TIE DETAIL _ SCALE: i In- • I'-0" (3)1 3/4" x 14' YDE MICROLAM LVL, OR (2) 3 IR" x 11 1141 WE PARALLAM P51. EXI6TING COLLAR TIE5 Me.j c irC .De�,�►h INTERIOR REMODEL 4222 COMMERCE STIRMARTIN RESIDENCE Eugene, OR 97402 ® iib ALLEN AVE.CLIENT: SUITE -2K (541) 284-2126 SPRWGFIELD, OREGON S5oneKwood Construction Cell: (541) 517-4304 c16EW— OR 51401 mcintiredesign@gmail.com 541-405-6638 n� travls ;HEET 3 OF 3 SHEETS