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17A-280 (4) BP-2023-1698 389 BRIDGE RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 17A-280-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2023-1698 PERMISSION IS HEREBY GRANTED TO: Project# RENO 2023 Contractor: License: LETENDRE AND SON Est.Cost: 4800 CONSTRUCTION LLC 077517 Const.Class: Exp.Date: 07/01/2024 Use Group: Owner: WAGMAN, ALISA M.&COTE, KEVIN G. Lot Size (sq.ft.) Zoning: URA Applicant: LETENDRE AND SON CONSTRUCTION LLC Applicant Address Phone: Insurance: 109 JOHNSON ST APT 3 (413)800-7644 WCMA000378900 SPRINGFIELD, MA 01108 ISSUED ON: 12/05/2023 TO PERFORM THE FOLLOWING WORK: STRUCTURAL REPAIR POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: ti Fees Paid: $65.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner s- ni /119 -,C ---- 77p-A" 1 D &i-E----775 D ;`,, S . The Commonwealth of Mass usetts Board of Building Regulations an ds / g0` FOR Massachusetts State Building Code,' ICIPALITY W � i.1,� USE Building Permit Application To Construct, Repair, Renavatebt is a evised Mar 2011 One-or Two-Family Dwelling 0,av, This Section For Official Use Only \� Building Permit Number: A19-a 3—/0/( Date Applied: i 0 .2. ,- la,,-/a3 Building Official(Print Name) I Signature I' Date SECTION 1:SITE INFORMATION 1.1 Propety Address: 1.2 Assessors Map&Parcel Numbers 39� �r4 O9f . F.bi nL e n tC1 -3,4 D -U D t 1.1 a Is this an accepted street?yes ✓ no Map Number Parcel Number 1.3 Zoning information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public CIPrivate 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Kevin ro 1-‘-?0,4 C�� if ,, O/O‘02 Name(Print) / -�- _,cam City,State,ZIP '/ /__' No.and Street / Telephone Email Addr SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction❑ Existing Building 0 Owner-Occupied 0 Repairs(s) ❑ Alteration(s) 0 Addition ❑ Demolition ❑ Accessory Bldg.0 Number of Units Other IN/Specify:'l n -1(i l e✓ r e mo 0Q..el Brief Description of Proposed Work': 5/re., cr2-1 L AocP c: 'e---- ( � I fet:1"51 :0/3 0'► ,�2P. fAteb 7`" �i �' ✓S!race SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ - 1. Building Permit Fee: $ Indicate how fee is determined: A( To D., 6 0 Standard City/Town Application Fee 2.Electrical $ i ..0,-1P 0 Total Project Costa(Item 6)x multiplier x 3.Plumbing $ To.0,,p r 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ / �-'fU Suppression) Total All Fees: $ C 6.3, Check No.gX7 Check Amount: Cash Amount: 6.Total Project Cost: $ !J,/ 6 0.0 9 IS1 Paid in Full 0 Outstanding Balance Due: EM Mt_ $ SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) to f P rn ui [ d b eA IA_ License Number Expiration Date Name of CSL Ijolder List CSL Type(see below) Zu No.and Street Type Description D �M U Unrestricted(Buildings up to 35,000 Cu.ft.)1 ' \\ D Aa V R Restricted I&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding _ SF Solid Fuel Burning Appliances -dr) J?16 b_e Q a Q b (0 0 I Insulation Telephone Email addr s D Demolition 5.2 Registered Home Improvement Contractoro (HIC) a© to- q -AQa,C to "ion d r P 441 Son C'on.S t(l..C .-'h 6 YI UHIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name /� 10 �J�hr'l,Spvl $ �i Lo--enc,�P ncnc� St)r\ (�onSh�C }�,or tvu No.and Street u l b" �O 0- Email address Ina', ► _(0 rYN S r t on e e I(4 Ill ft 011 D Y bf`4 nteM 9 CityTown,gtate,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes El No .❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner()tithe subject property,hereby authorize \-1-(y(. Q n CJ s b►'' Co, to act on my behal all matters relativ work authorized by this building permit application. 'V CC 1 i 30 -aoa'")) Print Owner' ame(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this applicatio is true and accurate to the best of my knowledge and understanding. 1 - 30 -aca3 Print Owner's or thorized Agent's N (Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" City of Northampton tt'� Massachusetts LL A. " *A N et DEPARTMENT OF BUILDING INSPECTIONS ,z 212 Main Street • Municipal Building % �a Northampton, MA 01060 W a,? CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: The debris will be transported by: Name of Hauler: % e L-iX �NJru c 7i9, I L C Signature of Applicant: z Date: /2 /"409- The Commonwealth of Massachusetts Department of industrial accidents �" 1 Congress Street,Suite 100 4 Boston,MA 0 2114-2017 www.mass.gos/dia Hinters'('ompensation Insurance AtTndasit: Builderv('ontractoraiEkctriciansillumbers. 10 RE FILED%S tl'li 711E PER%IfTl1\G At 1110k]TI-. Applicant Information Please PrintLeuibl Name t Business Organtzatton Individual l r L�1ef-}�m�__.1��.(_ lc� _and C"a G fl 0 n Address: '►_ai P 's d City.State:.Zip: lAJ; 1 bah/irh ry)l01- DID Phone#: U13 ail 13a Are pats so ataployer'Cheek the appropriate boa: Tape of project(required): I. I am a employer with empinces(full warm part-time 7. 0 New construction t am a sole peupnetor or pmarooemh t and have no employees wwiting fix me m 8. 0 Remodeling any capacity_[No workers'comp.insurance ramrod) 301 am a lairvwner doing all work myself.(No wicomp.ers'cop.ua iramce rutrxl t .j' g ❑Demolition rn 4.01 am a huouvwner and will be baring anurad et un to riduct all work on my property. I will 10 o Building addition ensure that all contra tor%either have workers'compensation tmurance or are sole 1 I a Electrical repairs or additions proprietors with mi employee. 12.0 Plumbing repairs or additions S0 I am a general contractor and I have hared the sub-eunlracton listed on the attached sheet These sub-contractors love employees and have workers'comp.imurance.• 13.T Roof repairs 6.0 U.a are a coepuratiun and its officers have exercised then nght of exemption pet M(iL c. 14. Other — 1 y'_.i 141.and w e have no employces.(No sh orken'comp.insurance reyurnv3.( •Any applicant that checks but ill must also till out the stetson helix*slaw mg then workers'compensation pubic"mfunnatisxi. Usmseeai>rn who submit this affidavit indicating they are doing all work and then hue outside contra tars mint suiriul a sow at'fndav at indicating such. Contractors that check this boa must attaheti an additional sheet show ing the name of the sub•contractcrs and state whether or nut those entities lave einplusess. If the sub-contractors base ensloyees.des must provide their %oilers'atop.policy nuanbar- I am an employer that is providi workers'compensation insurance for my employees Below is the policy and job site information. -e n n s 1 i r'l, a. m a n tx Q L+0,✓e(S A-S o c . Insurance Company Name: / _ Policy#or Self-ins.Lie.#: ryb ODD eC,i DO Expiration Date: a-3 -A() Job Site Address: 3 si I F)l,r:1�C CJ City stag rip: �I Q✓t°hu YYl 6)bl9a Attach a copy of the workers'con nsation policy declaration page(showing the policy somber sad expiration date). Failure to secure coverage as required under MGL c. 152,§2SA is a criminal violation punishable by a fine up to S1,500.00 andlor one-year imprisorurnnnt,as well as civil penalties in the form of a STOP WORK ORDER and a fuse of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. i do hereby certify under the pains an penalties of perjury that the information provided above is true and correct. Signature: (13, 11, Date. I I - 3 u Da 3 Phone#: 3 /9'r1 a " 1 3;- Official use only. Do not write in this area,to be completed by city or town official ('its or-fotsn: Permit/License Issuing Authority (circle one): I.Board of Health 2.Building Department 3.('ityrfown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other ('outset Person: Phone*: ©cam 4�e z7 �','-v-, LI 5°_`N1 r 1---'- in - X V3 .71 - --r-- V V Y --1) `X l .7-' ---._.44-P,____________.. '' ' k 1c'-'- ci\ —4_ 1 ' �1/ `�' s \ i _ -- Cif s-- .;_. .9.. i_ -___ ____, (‘- 1 C., _..., %\ rk)1 ,A 1 c_ EWP Studio Client: Date: 12/4/2023 Page 1 of 4 Project: Input by: Steve Terlik 411L4 Simpson Strong-Tie® Address: Job Name: 231204 Letendre&Son 389Brid... EWP Component SolutionsTm Project#: 2FB 2.1E RigidLam LVL DF or SP 1.750"X 9.500" 4-Ply - PASSED Level:Level 3 2 1 Iy1I / . ps br,clr s=». ..,,,eburg Or tARoseburg ' !v a oRosebwy 1yIy 9,2" W 1 SPF End Grain 2 SPF End Grai 13'6" �7" 14' Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 4 Design Method: ASD 1 Vertical 3675 2026 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 3675 2026 0 0 0 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal-II Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 10 PSF 1-SPF 3.000" Vert 36% 2026/3675 5701 L D+L End Analysis Results Grain Analysis Actual Location Allowed Capacity Comb. Case 2-SPF 3.000" Vert 36% 2026/3675 5701 L D+L End Moment 18898 ft-lb 7' 29127 ft-lb 0.649(65%)D+L L Grain Unbraced 18898 ft-lb 7' 28869 ft-lb 0.655(65%)D+L L Shear 4868 lb 12'11 1/2" 12857 lb 0.379(38%)D+L L LL Defl inch 0.408(U401) 7'1/16" 0.454(L/360) 0.898(90%)L L TL Defl inch 0.632(U259) 7'1/16" 0.681(U240) 0.928(93%)D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of SDW22634 at 24"o.c.Maximum end distance not to exceed 12". 3 Refer to last page of calculations for fasteners required for specified loads. 4 Simpson fasteners applied from a single side of the member use tip values where published. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be laterally braced at end bearings. 8 Bottom must be laterally braced at end bearings. 9 Lateral slenderness ratio based on full section width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 10-6-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2nd flr trib 2 Uniform Top 60 PLF 0 PLF 0 PLF 0 PLF 0 PLF interior wall 3 Uniform 10-6-0 Top 10 PSF 10 PSF 0 PSF 0 PSF 0 PSF cj trib Self Weight 19 PLF Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info 665 Church St,MA Calculated structured Designs Is responsible only of the Handling&Installation ponding Roseburg Forest Products 01588 sWuturel adequacy of this component based on the t.LVL beams must not be cut or drilled 3661 Gateway Street design mi.'. Oct badinge shown. h io the 2.Refer to manufacturer nn s product Infoaggn (508)-234 4545 responsibility of the customer endror the contactor to regarding inotetation requirements, mua-ply Springfield,OR 97477 ensure the component suaebility of the intended fastening details,beam strength values,end code (541)679-3311 --- application,and to verify the dimensions and loads. approvele www.roseburg.com Lumber 3.Damaged Beams must not be used APA:PR-L289,PR-L270,ICC-ES: G. KOOPMAN t.Dry service conainons,unless noted otherwise 4.Design assumes top edge is laterally restrained ESR-1210 5.Provide lateral support at bearing pronto to avid LUMBER&HARDWARE 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation This design is valid until 3/1/2025 EWP Studio Version 22.12.470 Powered by iStruct""Dataset:23062201.1 • EWP Studio Client: Date: 12/4/2023 Page 2 of 4 Project: Input by: Steve Terlik Simpson Strong-Tie® — Address: Job Name: 231204 Letendre&Son 389Brid... Component SolutionsTM^ Project#: 2FB 2.1E RigidLam LVL DF or SP 1.750"X 9.500" 4-Ply-PASSED Level:Level • • •• • • • • • IIIIIIII L • _ 1111 1111 ;1 2" 1 SPF End Grain 2 SPF End Grai 13'6" �7" 14' Multi-Ply Analysis Fasten all plies using 2 rows of SDW22634 at 24"o.c..Maximum end distance not to exceed 12". Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 255.0 PLF Yield Limit per Fastener 255.0 lb. Yield Mode Lookup Edge Distance 1 1/2" Min.End Distance 6" Load Combination Duration Factor 1.00 Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info 665 Church St,MA celouletea sbuotured Designs Is responsible only of the Handling&Installation ponaing Roseburg Forest Products 01588 structural adequacy of this component based on the I.LVL beams must not be cut or drilled 3661 Gateway Street design criteria and loadings shown. n is the 2.Refer to manufacturers product Information (508)-234-4545 responsibility of the customer and/or the contractor to regerding Installation requirements, multi-ply Springfield,OR 97477 ensure the component suitability of the intended fastening details,beam strength values,end code (541)679-3311 application,end to verify the dimensions and loads. approves www.roseburg.com � Lumber 3.Damaged Beams must not be used APA:PR-L289,PR-L270,ICC-ES: �KOOPMAN 4.Design assumes top edge a laterally restrainedintto ^ LUMBER&HARDWARE 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points avoid ESR-1210 2.LVL not to be treated with tire retardant or corrosive lateral displacement and rotation This design is valid until 3/1/2025 EWP Studio Version 22.12.470 Powered by iStruct° Dataset:23062201.1 EWP Studio Client: Date: 12/4/2023 Page 3 of 4 Project: Input by: Steve Terlik dlk.41,. Simpson Strong-Tie® Address: Job Name: 231204_Letendre&Son 38913rid... EwP Component Solutions."' Project#: 2FB2 2.1E RigidLam LVL DF or SP 1.750"X 9.500" 2-Ply- PASSED Level:Level 3 2 1 • • • IA / :4ROSebur d'Roseburg Y . .+l�Osebllrg N N 9 1/2" K.,• ..-Frwa.. .�,. • • -, �.. .:...4 • s,S. • • • t V / lI 1 SPF End Grain 2 SPF End Grai 8'8" l, 1'31/2" 9,2" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 Vertical 2406 1282 0 0 0 Moisture Condition: Dry i Building Code: IBC/IRC 2015 2 Vertical 2406 1282 0 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal-II Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 10 PSF 1-SPF 3.000" Vert 47% 1282/2406 3688 L D+L __ End Analysis Results Grain Analysis Actual Location Allowed Capacity Comb. Case 2-SPF 3.000" Vert 47% 1282/2406 3688 L D+L End Moment 7775 ft-lb 4'7" 14003 ft-lb 0.555(56%)D+L L Grain Unbraced 7775 ft-lb 4'7" 13587 ft-lb 0.572(57%) D+L L Shear 2858 lb 1'1/2" 6428 lb 0.445(44%) D+L L LL Defl inch 0.151(U698) 4'7" 0.293(U360) 0.516(52%) L L TL Defl inch 0.232(U455) 4'7" 0.440(U240) 0.527(53%) D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 3 Refer to last page of calculations for fasteners required for specified loads. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. 6 Top must be laterally braced at end bearings. 7 Bottom must be laterally braced at end bearings. 8 Lateral slenderness ratio based on full section width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 10-6-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2nd flr trib 2 Uniform Top 60 PLF 0 PLF 0 PLF 0 PLF 0 PLF int wall 3 Uniform 10-6-0 Top 10 PSF 10 PSF 0 PSF 0 PSF 0 PSF cj trib Self Weight 10 PLF Notes chemicals 6 For flat roofs provide proper drainage to prevent Manufacturer Info 665 Church St,MA Calculated Struottred Design.Is reapondble only of tn. Handling&Installation bonding Roseburg Forest Products 01588 structural atl•yuscy of this component based on the t LVL beams must not be cut or drilled 3661 Gateway Street design cmerie end loadings shown. It the 2 Refer to manufacturer's product information (508)-234 4545 responsibility of the customer and/or the contractor to regarding irutalladon requlremenb, multi-ply Springfield,OR 97477 ensure the component suitability of the intended fastening details.beam strength values,and code (541)679-3311 application,and to verify the dimenabna end loads. approvals WWW.roseburg.com �- Lumber 3,Damaged Beams must not be used APA:PR-L289,PR-L270,ICC-ES: /i KOOPMAN 4.Design assumes top edge b laterally restrained 1.Dry sen'ice conditions,unless noted otherwise 5.Provide lsterrd.uppot It booting paints to avoid ESR-1210 2.LVL not to be treated with n rr r.retardant or 000eive lateral displacement and rotationLUMBER&HARDWARE This design is valid until 3/1/2025 EWP Studio Version 22.12.470 Powered by iStructT°Dataset:23062201.1 EWP Studio Client: Date: 12/4/2023 Page 4 of 4 Project: Input by: Steve Terlik Simpson Strong-Tie® *A► Address: Job Name: 231204 Letendre&Son 389Brid... Pi: Component SolutionsTm Project#: 2FB2 2.1E RigidLam LVL DF or SP 1.750" X 9.500" 2-Ply - PASSED Level.Level 'eNi ^ ^ 9 1/2" l • e • • • e C )11/ W i' SPF End Grain 2 SPF End Grail, '3 1/2 8'8" 9'2„ Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6". Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Notes chemicals 6 For flat roofs provide proper drainage to prevent Manufacturer Info 665 Church St,MA Calculated sinlclurod Designs is responsible onlyof the Handling&Installation pomm�y Roseburg Forest Products 01588 stmciural adequacy of this component based on the 1 LVL beams must not be cut or drilled design criteria and loadings shown. It is the 2.Refer to manufacturer's product information Springfield, eri field,Of Street974 (508)-234-4545 resPoesn the of the customer suiteoi ry re cont rtenaec regarding tallation requirements. multi-ply 54ringfi e�Id30R 97477 311 application,and to verify the dimensions and loads approfastenvals rig delell9,beam strength values,and coda ( I approvals www.roseburg.com Lumber 3.Damaged Beams must not be used APA PR-L289,PR-L270,ICC-ES ^ KOOPMAN 1 D conditions,unless noted otherwise 4.Design assumes top edge is laterally restrained 2 LVL not to be treated win fire noted or corrosive 5.Provide lateral support t bearing points to avoid ESR-1210 LUMBER&HARDWARE lateral displacement and rotation This design is valid until 3/1/2025 EWP Studio Version 22.12.470 Powered by iStructr.Dataset:23062201.1 ..J V / 16811 / (4) .' . 21�tf p II pH 11 } N � A--2 j f 39 i f 32-} t8 19 s 1/ 36 f12 nH/ �\ W3027 BUTT 1�536 ; . 9 � t` GEt30 t.. ~1/2R ,g ..._,, RAM 1� i is 'i L� ........1 i---- - O I M i.. Shenandoah `.... Breckenridge �,.�///�� Sage ,` ����J Sri s��II APC °° aI;i• 0 1$ • Fa 'I/ N II• O Ili t:ttsar ..ti/ Cl'A - -d \ W\\As\N\ \ \''\i Double check fridge wall measurement. ;� � � � � _ Mail body ,,..• _._s r ___ 46‘---------1---2r— t--3r---j 1,----, ',,---- opt g.., , ti302.431,0".I I ._........_ REFIO '' i • .,., _ • ; -T I 4 • 1 .7 ' : ,•. s .:-.:• m a i —11 - I ( 4 g , t r ,!! — „iI 1 • I 1 —---- ! ..,,t.,::,,,,t!'.;7•* g i,. .',4. f r------ L___________ .0._ me•i . . .•. , . . . . . .. . . .. . .. • ..- I.' •....' I. .