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32A-067 (6) BP-2024-1539 53 UNION ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 32A-067-001 CITY OF NORTHAMPTON Permit: New Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2024-1539 PERMISSION IS HEREBY GRANTED TO: Project# NEW HOUSE 2024 Contractor: License: Est. Cost: 258950 BACKYARD ADU'S LLC 116643 Const.Class: Exp.Date: 07/13/2025 Use Group: Owner: MERTEN NERY,JENNIFER M &RYAN L Lot Size (sq.ft.) Zoning: URC Applicant: BACKYARD ADU'S LLC Applicant Address Phone: Insurance: 247 COMBS RD 207-252-9893 1810128403 BRUNSWICK, ME 04011 ISSUED ON: 12/04/2024 TO PERFORM THE FOLLOWING WORK: BUILD 2ND FAMILY DWELLING ON THE SAME PARCEL 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: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: 772. Fees Paid: $409.75 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner The Commonwealth of Massachusetts * �•� Board of Building Regulations and Standards FOR i If 7:Z. Massachusetts State Building Code, 780 CMR MUNIUSE LITY Building Permit Application To Construct, Repair,Renovate Or Demolish a Revised Mar 2011 oOne-or Two-Family Dwelling Thi Section For Official Use Only Building Permit Number:6��? 37V.'/ Date Applied: I\erv+n! &"53 /72 /2- LI-ZOv Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 53 Union Street, Northampton, MA 32A 87 - 1.la Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: URC Single family residential 9358.75 82.59' Zoning District Proposed Use Lot Area(sq ft) Frontage(It) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 10 10 10 10 10 55.75' 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public a Private 0 Zone: — Outside Flood Zone? Municipal 2 On site disposal system 0 Check ifyes0 SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Northampton,MA 01080 Jennifer M Nery and Ryan L.Merten Name(Print) City,State,ZIP 53 Union Street 413.387-9278 jen©jenhelps.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 2 Existing Building 0 Owner-Occupied 0 Repairs(s) ❑ Alteration(s) ❑ Addition 0 Demolition 0 Accessory Bldg. ❑ Number of Units Other 0 Specify: Brief Description of Proposed Work2: Build a second single family home on the same parcel SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $224,591 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $9,109 Standard City/Town Application Fee ❑Total Project Cost3(Item 6)x multiplier x _ 3. Plumbing $9,750 2. Other Fees: $ 4. Mechanical (HVAC) $15,500 List: 5.Mechanical (Fire $ Suppression) Total All F A, *15 Check No.t Check Amount: '1 Cash Amount: 6.Total Project Cost: S 258.950 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-116643 07/13/2025 Austin Gregory License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 47 George St. No.and Street Type Description Portland,ME 04103 U Unrestricted(Buildings up to 35,000 Cu.ft.) Ci /Town,State,ZIP R Restricted l&2 Family Dwelling h' M Masonry RC Roofing Covering _ WS Window and Siding SF Solid Fuel Burning Appliances 207-252-9893 AUSTIN.GREGORY@BACKYARDADUS.COM I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 203349 10/06/2025 Backyard ADUs HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 247 Coombs Road chns.lee@backyardadus.com No.and Street Email address Brunswick,ME,04011 207-721-2347 City/Town,State,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 la No 0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Backyard ADUS to act on my behalf,in all matters relative to work authorized by this building permit application. Jennifer M.Nery and Ryan L.Merten 11/13/2024 Print Owner's Name(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 is application is true and accurate to the best of my knowledge and understanding. Z'd" 11/13/2024 Print Owner's or Authorized Agent's Name(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.) 819.5 sq ft (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) 649 sq ft Habitable room count 4 Number of fireplaces° Number of bedrooms 2 Number of bathrooms 1 Number of half/baths 1 Type of heating system Heat Pump Number of decks/porches 2 Type of cooling system Heat Pump Enclosed 1 Open 1 3. "Total Project Square Footage"may be substituted for"Total Project Cost" CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD See attached sheet SIDE YARD SIDE YARD FRONT SETBACK_ FRONTAGE City of Northampton Massachusetts ��s _ !t \� ? DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building yJs }CDC \ y" Northampton, MA 01060 N sejl^0 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: Valley Recycling The debris will be transported by: Name of Hauler: Backyard ADUs 771 b‘../ Signature of Applicant: Date: 11/13/2024 I.II,I IIIIHIIIIIII I II U ' 4 00016183 Bk: 15260Pg: 92 Page: 1 of 2 Recoided: 10/18/2024 09:22 AM Planning & Sustainability • City of Northampton planning I resiliency 1 conservation I place-making I sustainable transportation zoning I GIS I historic(CB architecture(agriculture and food (413)587-1266•northamptonma.gov/plan Planning Board Decision:Approved with Conditions Applicant: Owner if Different Than Applicant: Tim OREILLY Jennifer Nery 247 Coombs Road 53 Union Street Brunswick,Maine 04011 Northampton,MA 01060 2077131346 4133879276 permitting@backyardadus.com jen@jenhelps.com Site Address: Site Assessor Map ID(s):32A 067 001 53 UNION ST Book/Page Number: Book 14257 Page 11 NORTHAMPTON, MA 01060 Zoning District:URC Additional Location(s): Permit Type(s): Site Plan Approval-Intermediate Project Description:The applicant seeks approval for an 820 square foot addition of second unit detached on the property. Planning Board Decision Details: Date Submitted:July 19,2024 Hearing Date:August 22,2024 Extension Date: Hearing Closed Date:August 22,2024 Decision Date:August 22,2024 Filed with Clerk Date: September 5,2024 Appeal Deadline Date:September 25,2024 An appeal of this decision by the Zoning Board may be made by any person within 20 days after the date of the filing of this decision with the City Clerk,as shown,Appeals by any aggrieved party must be pursuant to MGL Chapter 40A,Section 17 as amended and may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. Planning Board Members: Vote: George Kohout Favor Samuel Taylor Favor Melissa Fowler Favor Chris Tait Favor Stacey Dakai Favor Richard Baker Favor Planning Board Findings: Upon review of the application and the public hearing statements,the Planning Board approved the second detached unit upon determining that the following criteria in 350-11.6 and 6.11 had been met. A.The requested use protects adjoining premises against seriously detrimental uses.If applicable,this shall include provision for surface water drainage,sound and sight buffers and preservation of views,light,and air; The 821 square foot structure as a second unit is allowed and of similar scale to surrounding neighborhood. B.The requested use will not alter vehicular and pedestrian movement within the site and on adjacent streets,cycle tracks and bike paths. The structure is accessed from the existing driveway.The Board waived the traffic mitigation,based on the fact that this second unit size would have qualified for an exemption previously as a detached dwelling unit. Access by nonmotorized means for this residence is typical of two family dwellings C.The site will function harmoniously in relation to other structures and open spaces to the natural landscape,existing buildings and other community assets in the area as it relates to landscaping,drainage,sight lines,building orientation,massing,egress,and setbacks. D.The requested use will not overload,and will mitigate adverse impacts on,the City's resources,including the effect on the City's water supply and distribution system,sanitary and storm sewage collection and treatment systems,fire protection,streets and schools. E.The requested use meets any special regulations set forth in this chapter,which includes 6.11 for second units with design and energy systems. F.Compliance with the following technical performance standards: Pedestrian,bicycle and vehicular traffic movement on site is separated,to the extent consistent with single and two family use. ,Planrtsig Board Conditions: 1. Prior to issuance of building permit,the applicant shall show proof of installation of tree protection and treatment by a certified arborist for the trees on the abutting parcel to the west. 2.Prior to issuance of a building permit,the applicant must submit proof of notice about tree protection work and tree mitigation to the property owner on the westerly side of the property. Certification: I,Carolyn Misch,attest that this is an accurate decision of the Planning Board and certify that notice of this decision will be mailed to abutters. ,-l1 /I _____ Received SEP - 5 2024 oaortiY�. Clerk's Office Cler Office : l .• ;'\ ,y • i• Northampton,MA 01060 a K City Hall•210 Main Street,Second Floor•Northampton,MA 01060•NorthamptonMA.gov/plan September 26, 2024 I, Pamela L. Powers, City Clerk of the City of Northampton, hereby certify that the above Decision of the Northampton Planning Board was filed in the Office of the City Clerk on September 5, 2024 that twenty days have elapsed since such filing and that no appeal has been filed in this matter. A/6244-6P.A2044_, Attest: ATTEST:Nutode4.43. HAMPSHIRE REGISTER City Clerk, City of Northampton MARY OLBERDING THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration ^' Type: LLC .4 == Registration: 203349 BACKYARD ADUS, LLC " Expiration: 10/06/2025 247 COOMBS RD l 1 B BRUNSWICK, ME 04011Ilk .. � . . r. c- Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:LLC Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washington Street -Suite 710 203349 10/06/2025 Boston. MA 02118 BACKYARD ADUS, LLC CHRIS LEE __ 247 COOMBS RD , t f - BRUNSWICK,ME 04011 Undersecretary Not valid without signature Commonwealth of Massachusetts Division of Occupational Licensure Board of Building Re ulations and Standards Const io0WS rvisor P CS-116643 _Y ,f spires: 07/13/2025 1 AUSTIN R Gf#EGORY 47 GEORGE STREET PORTLAND r* 04103 - ;, I. 1�J1.T.�`s1:11,1., Commissioner duia i . Y&ndia . A ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDYYYY) 11/05/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kristen Jenkins NAME: Paquin&Carroll.LLC PH No,Extc A (207)283-1486 FX No): (207)283-4258 260 Main St. E-MAIL kjenkins@insurancepc.com ADDRESS: 1 P.O.Box 356 INSURER(S)AFFORDING COVERAGE NAIC0 Biddeford ME 04005 INSURER A: Ohio Security Insurance Company 24082 INSURED INSURER B: Concord General Mutual Ins.Co 20672 Backyard ADUs.LLC INsuRER C: Maine Employers Mutual Ins Co 11149 247 COOMBS RD INSURER D: Ryan Turner Specialty Insurance 52421 INSURER E: BRUNSWICK ME 04011 INSURER F: COVERAGES CERTIFICATE NUMBER: 24-25 new GL REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSD WVD POLICY NUMBER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE {MM/DDlYYYY) (MMIOD/YYY1) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1.D000.000 AGE TO CLAIMS-MADE OCCUR PREMISES$ES(EaENTED ocamence) $ 100,000 MED EXP(Any one person) $ 5,000 A ^ BKS68101294 12/15/2024 12/15/2025 PERSONAL BADV INJURY $— Excluded GEN'LAGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S. 2,000,000 POLICY 0 jECT 0 LOC PRODUCTS-COMP#OPAGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 _ (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED 20050012 02/14/2024 02/14/2025 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Peracddentt Medical payments S 5.000 UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 D EXCESS LIAB CLAIMS-MADE TBD 12/15/2024 12/15/2025 AGGREGATE $ 5,000,000 DED RETENTION S S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'UABILITY YIN STATUTE ER C ANY PROPRIETOR/PARTNER/EXECUTIVE N/A 1810128403 10/07/2024 10/07/2025 E.L.FJICHACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E L.DISEASE-EA EMPLOYEE $ 1,000,000 It yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Proof of Coverage ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I --J...-ku..� C 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Butts/1ra Inc 300 Park St So. Paris, Me. 04281 (207) 739-2400 Fax: (207) 739-2223 INSTALLER CERTIFICATION To Whom It May Concern: This will certify that Backyard ADUs is approved by KBS Builders, Inc. to set our modular single and multi-family product. The afore-mentioned company is not an agent of KBS Builders, Inc. and thus has a separate certificate of insurance on file with KBS Builders, Inc. Company Contacts: Chris Lee Ce11# (781)-999-0773 Austin Gregory Cell# (207)-252-9893 E-mail addresses: chris.lee ar,backyardadus.com austin.aregorv(backvardadus.com Address: 247 Coombs Rd., Brunswick, ME 04011 Signature: _ Name: Andrew P. Grant Title: Project Manager Date: 9-09-2024 Commonwealth of Massachusetts Manufactured Buildings Program- Plan Identification Number Assignment Name of Manufacturer KBS Building Systems MC Identification Number 243 Third Party Identification Number 03 Project Title 4486 Use Group Single Family BBRS\OPSI Identification Number 0300-24 Review Required All plans are reviewed by MA and a BBRS Number assigned when approved 10/ 17/24 Date: Manufactured Buildings Program Re: Confirmation of Receipt of Building Plans & Assignment of BBRS\OPSI Identification Number (BBRS\OPSI I.D.Number) The Board of Building Regulations and Standards and Office of Public Safety (BBRS\OPSI) has received your building plans for the referenced project and has assigned the identification number noted above (in the block marked BBRS\OPSI I.D. Number). This number has been assigned for purposes of internal tracking methods. This number shall be used in reference to this project and on all future correspondences, inquiries and plan revisions. Thank you for your cooperation with this matter. Send all correspondences,inquiries and plan revisions to: Office of Public Safety&Inspections 1000 Washington Street,Suite 710 Boston,MA 02118 8brs\forms2\manufacturedbldgplanid-06/2018 • Commonwealth of Massachusetts Manufactured Buildings Program Transmittal Form for all correspondences relating to Manufactured Buildin3s and Building Components To: Linda Shea,Manufactured Buildings Program Phone Number: Date Transmitted linda.shea@mass.gov (617)701-8657 10/0 8/2 0 2 4 Office of Public Safety&Inspections 1000 Washington Street,Suite 710 Boston Massachusetts 02118 The person forwarding material shall complete the following portion of this transmittal. Please print clearly or type required information. Name of Person I Jared Jacobs I MC Number I TPIA Number Transmitting Material 243 103 The following information is being transmitted to the Board of Building Regulations Please indicate the Distinct Use And Standards and\or the Department of Public Safety for reasons detailed below Model and\or Serial Group (Please check the appropriate box or give a further description of the transmitted Number pertaining to Items under the section labeled other. Be sure to identify the appropriate Use Group.) transmitted items. Building plans for review and approval Building plans forwarded as a record copy for your files(review not One&Two required). X KBS-4486 Family Revised building plans for review. (Please clearly identify revisions on the plans.) Revised building plans forwarded as a record copy for your files (review not required-Please clearly identify revisions on the plans.) When submitting materials identified below,please ensure that you clearly indicate modifications to each page(s). Also,please indicate the BBRS\DPS Identification Number on all applicable materials. Modifications to programs,manuals or drawings shall be accompanied by an index which clearly identifies which pages are to be removed and which .a:es are to be re.laced. (Check the appropriate box for materials transmitted.) Compliance Assurance Programs Original submission Modification to: Calculations Manual j Original submission Modification to: • Installation Manual Original submission Modification to: Systems Drawings Original submission Modification to: Other-Provide a detailed description of any other materials which are being transmitted. Identify any revisions clearly along with BBRS No. Also,identify the requested action. Site Location 53 Union Street Northampton,MA 03035 The office transmitting this information has reviewed the above mentioned and attached materials and has found them, to the best of our knowledge and abilities,to be in compliance with the codes and\or rules and regulations for the Commonwealth of Massachusetts'Manufactured Building Program,as applicable. Signed by: Jared Jacobs Date:10/08/2024 S\mfg\forms\mfgtransmittal-Revised July,2018 T P1a /( iIII/ • MANUFACTURER'S DATA PLATE (IIt► FACTORY INSTALLED EQUIPMENT i EQUIPMENT MANUFACTURER MODEL NO. Manufacturer KBS Builders Inc. Heating Address 300 Park Street Cooling n/a City,State,Zip So. Paris. Maine 04281 Ranga'Aurer n/a LISTED INDUSTRIALIZED BUILDING Oven n/a Model RANCH Refrigerator n/a Occupancy Classification ONFITWO FAMILY Const.Class Wood Framed Water Heater Rheem PROPH50T2RH310BM Manufacturer's Serial No(s). KBS-4486 Dish Washer n/a Date of Manufacture XX/XX/XX Plan Approval No. XXXX-XX Disposal n/a Date Data Plate Attached XX/XX/XX Hydro-Massage Tub n/a Permissible Gas Type(s) n/a Special Conditions Electric Rating 200 amps/240 Volts Test Voltage,Time 1080 Volts/ 1 Second Water Supply:Test Procedure 125 psi /30 Minutes Floor Design Live Load 40 psf DesigAt diExpoQeuec 117"..%(v: Shipping Wcight(s) Approx. 24,000 lbs. Ground Snow Load 40 psf Roofe esign 58.94 'IRA Label No(s). XXXXXX,XXXXXX Exterior Wall Fire Rating n/a Seismic DD siory C State Insignia No(s). XXXXXX,XXXXXX Winter Design Temp.:Inside +70 Deg.F Outside -3 Deg. F U0: Ceiling N/A Wall N/A Floor N/A Follow precisely all instructions with this building.Foundations,Installation and Utility('onnections are subject to inspection by local authorities. si CODE REFERENCE PLATE I'.R ARNOLD&ASS(X'IA'I'[S,INC. / u `- THIS MANUFACTURED STRUCTURE HAS BEEN CONSTRUCTED 4703 Chester Drive I 1111te y IN CONFORMANCE WITH THE FOLLOWING CODES: Elkhart,IN 46516 1 State(s) Massachusetts D 2023(') NATIONAL ELECTRICAL CODE® Accredited Evaluation and ❑ INTERNATIONAL BUILDING CODE ♦. a At4lL Inspection Agency ❑ 2015(`) INTERNATIONAL MECHANICAL CODE • y+cl pONALD J. '�; this document iscertified as tram El INTERNATIONAL PLUMBING CODEp in conrormance 2021 VAN GE RVE with State Budding Codes. ❑ (a) INTERNATIONAL ENERGY CONSERVATION CODE STRUCTURAL Date October B,2024 El 2015(') INTERNATIONAL RESIDENTIAL CODE No. 36612 Approval of this document does not aulhorlre or approve CI INTERNATIONAL FUEL GAS CODE le, r14 sa• O, , any omission or deviaaon from the requirements of ❑ INTERNATIONAL FIRE CODE applicable State laws. ❑ UNIFORM BUILDING CODE is.-- ❑ UNIFORM PLUMBING CODE i /24 ❑ UNIFORM MECHANICAL CODE ❑ NATIONAL STANDARD PLUMBING CODE ID (•)=With Massachusetts State Amendments ❑ Residential projects,codes as follows: O 9th Edition 780 CMR 51.00:2015 International Residential Code with Massachusetts Amendments 0 9th Edition 780 CMR 28.00:2015 International Mechanical Code with Massachusetts Amendments O t IMF Feb.225 CMR 22 00'2021 irtan.none Energy Corsaervason Code we,2023 Stretch Energy Code Massachusetts Amendments EI 248 CMR:Massachusetts Plumbing Code&Fuel Gas Code O 527 CMR 12.00:2023 National Electrical Code with Massachusetts Amendments ❑i State Building Inspector Must Witness All On-Site Tests CI Ship-loose&on-site installed Items by GCICSL require inspection by local authority having junsdiction Q This project Is located In Northampton,MA,03035 MASSACHUSETTS DATA PLATE ADDENDUM Water Connection Directions REFER TO INSTALLATION INSTUCTIONS Drain Connection Directions REFER TO INSTALLATION INSTUCTIONS Floor Loads: Live 40 PSF Dead 10 PSF Electrical Instructions REFER TO INSTALLATION INSTUCTIONS Electrical Warnings REFER TO INSTALLATION INSTUCTIONS T.R ARNOLD ASSOCIATES,INC. 4'- Chester Drive 46516 Methods of Assembly or Joining Multiple Units State(s) Elk tP ss N hu Accrec it sd Evaluation and Ind ction Agency REFER TO INSTALLATION INSTUCTIONS This document it c rttfiedasbeinginconformance with St to Building Codes. 15'-8 7/16" ; 1-STORY Approval 01 Date dt«�re,�24 Height & Story Limitations this ur ent does not authorize or approve any omission orV.iatron from the reourements of afapl able State Laws. Floor Area 7,140 Sq.Ft. GREATER THAN 5'-O" Min. Side Yard Required for Fire Rating leS KBS-4486 On-site Installation Instructions All connection to be by MCI during set. CSL is responsible to verify all connections and is responsible to complete any missing/incomplete connections. Plc 1st Floor Modules • Floor Rim to Sill Plate Connection: 16d Nails @ 12"o.c.*** • Sheathing Band to Floor Rim/Sill Plate Connection:8d Nails @ 6"o.c.***OR 16ga Staples @ 3"o.c.*** • Floor Rim @ Marriage Wall Connection:(1)3/8"x8"GRK/RSS @ 12"o.c.* [staggered&alternating sides]OR(1) 3/8"x8"Lag Bolt w/Washers @ Ea.Bay[alternating sides]OR(1)1/2"Thru Bolt w/Nut&Washer @ 48"o.c. • Cantilevered Floor Joist/Blocking to Wall/Sill Plate Connection: 16d Nails @ 12"o.c.***&(1)H2.5(or equivalent)@ 32"o.c.*** Panelized Walls • Wall Base Plate to Sill Plate Connection:16d Nails @ 12"o.c.*** TR ARNC/u)S ASSOCIATES.I\C. • Sheathing Lap to Sill Plate Connection:8d Nails @ 6"o.c.***OR 16ga Staples @ 3"o.c.*** 4703 Chester Drive Elkhart,IN 46516 With Trusses Above: S,a,tCtl M.aaachu..tt. • Wall Top Plate to Truss Bottom Chord Connection:(2)16d Nails*** @ (1)H2.5a* Ea.End of Ea.Truss ACtleaileo Evalmfan art Inspection Agency With Panelized Floor/Ceiling Above: 114 eaumr.l N URt.a 1s tong in ce.h0...n<. ♦ah 541.tuee'inp C0e11, • Wall Top Plate to Ceiling Rim:(2)16d Nails @ 16"o.c.*** Due October am24 • Sheathing Lap to Ceiling Rim Connection:8d Nails @ 6"o.c.***OR 16ga Staples @ 3"o.c.*** "': :'::<oaT'meat:;„:;;�; 1>rk.N.SWU.n Shed Dormer Wall/Roofs • Ridge to Ridge Connection: (2) 16d Nails @ 16"o.c.*** y+°+ DONALD J. • Roof Plate to Wall Top Plate Connection:(2) 16d Nails @ 16"o.c.*** VAN GERVE • Collar Tie to Rafter Connection STRUCTURAL ho. 36612 o 2x6 Collar Ties:(6)16d Nails @ 16"o.c.*** Ea.End O 2x4 Collar Ties:(4)16d Nails @ 16"o.c.***Ea.End #1. 't • Hanger to Rafter/Collar Tie Connection: (2)16d Nails***Ea. End OR(4)l0d Nails*** Ea.End - 124 • Shed Wall Base Plate to Ceiling Rim Connection: (2)16d Nails @ 16"o.c.*** Panelized Roof(Non-Vaulted) • Ridge to Ridge Connection:(2)16d Nails @ 16"o.c.***OR(2)#8x3"Wood Screws @16"o.c.*** • Panel to Panel Connection:(2)16d Nails @ 16"o.c.***OR(2)#8x3"Wood Screws @16"o.c.***OR(1)3/8"Lag Bolt w/Washers @ 48"o.c.*** • Collar Tie to Rafter Connection: o 2x6 Collar Ties:(6)16d Nails @ 16"o.c.***Ea.End o 2x4 Collar Ties:(4)16d Nails @ 16"o.c.***Ea.End • Roof Plate to Ceiling Rim Connection:(2)16d Nails @ 16"o.c.*** Panelized Roof(Vaulted) • Structural Ridge to Structural Ridge Connection:(6)16d Nails @ 16"o.c.***OR(6)#8x3"Wood Screws @ 16"o.c.***OR(2)S/16"x3"Lag Bolt w/Washer @ 16"o.c.*** T:\1_Jobs\4486 Backyard ADU Nery\Engineering\On-site Installation Instructions-4486.docx Page 1 KBS-4486 On-site Installation Instructions RL Ode,rrti • Support Column to Structural Ridge Connection:(2)16ga Straps w/(4)10d Nails Ea.End of Ea.Strap • Panel to Panel Connection: (2) 16d Nails @ 16"o.c.***OR(2)#8x3"Wood Screws @16"o.c.***OR(1)3/8"Lag Bolt w/Washers @ 48"o.c.*** • Collar Tie to Rafter Connection: o 2x6 Collar Ties:(6)16d Nails @ 16"o.c.*** Ea.End o 2x4 Collar Ties:(4)16d Nails @ 16"o.c.*** Ea.End • Roof Plate to Ceiling Rim Connection:(2)16d Nails @ 16"o.c.*** • (2)#8x3"Wood Screws @ 16"o.c.*** Porch With Raftered Roof Truss: • Ridge to Rafter/Wall Connection:(2)16d Nails @ 16"o.c.*** • Roof Plate to Header Connection:(2)16d Nails @ 16"o.c.*** With Saddle Truss: • Saddle Truss to Roof Truss Connection:(2) 16d Nails @ 24"o.c.*** • Truss to Header Connection:(2)16d Nails @ 16"o.c.*** • Sub-Facia to Truss Connection:(2)16d Nails @ 16"o.c.*** • Ceiling to Header/Wall Connection:(2)16d Nails @ 16"o.c.*** • Post to Header/Rail Connection:(2)4"Coated Wood Screws*** Ea.Face;Total(8) Ea.End of Ea.Post With Porch Deck: • Porch Joist to Support Beam Connection:(2)16d Nails*** • Porch Rail to House Rim Connection:1/2"x5"HD Galvanized Lag Bolt w/Washers @ 16"o.c.*** vtt o+�'' a r"AI, ai DONALO J. -. VAN GERVE " STRUCTURAL No. 36612 1r, 'ti je..o . /24 T.R ARNOLD&ASSOCIATES.INC. 4703 Chester Drive Elkhart,IN 46516 sate(s) U40444 usetts Acc sdItee EviWecton ar0 Ins Decllor Agency Mt eam.em 4 nMro a sine in ro nti'mmca win Sob ecfe nI Cecex DHe October 8.2024 •r..•. .. ,u.mv „ e.ean....; T:\1_Jobs\4486 Backyard ADU Nery\Engineering\On-site Installation Instructions-4486.docx Page 2 T.R ARNOID A AS.S(X'IATTS,INC. 4703 Mite Delve EM,alt,IN 46516 5!a!,rs: Ir••dw1d Atcr„e,E E.U„ttor.,ra Ir Home Energy Rating Certificate Rating Date: ,°"tar"°.rtY y.• ..,..., tom.,....,�.,.. Projected Report Registry ID: Date °Haber B.2024 Based on Plans Ekotrope ID: 25YxGqI2 HERS® Index Score: Annual Savings Home: 43 Your home's HERS score is a relative 53 Un on St performance score.The lower the number, 3 1 1 Northampton, MA 01060 the more energy efficient the home.To Builder learn more,visit www.hersindex.com "Relative to an average U.S.home Backyard ADUs Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 7.2 $660 Massachusetts Stretch Code Cooling 0.3 $30 2021 International Energy Conservation Code Hot Water 1.6 $144 2018 International Energy Conservation Code Lights/Appliances 10.5 $953 2015 International Energy Conservation Code Service Charges $0 Generation (e.g.Solar) 0.0 $0 �0`sN°wr,4 Total: 19.6 $1,787 ,'�+ DONALD J. VAN GERVE HERS'Index Home Feature Summary: Ratinc Completed by: STRUCTURAL „''`''," Home Type: Single family detached No. 36612 Model: N/A Energy Rarer. Chris Mazzola :I,• �Aq °,.. •Ito Existing 140 Community: N/A RESNET ID:8873503 �y.,•'"} -��e Homes II° Conditioned Floor Area: 768 ft2 Rating Conpany: Home Energy Raters I /24 ,>o Number of Bedrooms: 1 180 State Fd,Suite 2U Sagamore Beach MA 02562 Ref ere xe Primary Heating System: Air Source Heat Pump•Electric•10.5 HSPF2 508-833-3'00 H ^e Primary Cooling System: Air Source Heat Pump•Electric•16 SEER2 Primary Water Heating: Residential Water Heater•Electric•3.5 Energy Factor Rating Provider: Energy Raters of Massachusetts Do 2 Woodlawl Street Amesbury,MA 01913 ,0 House Tightness: 1.5 ACH50 60 Ventilation: 35 CFM•10 Watts•ERV 978-270-3511 ,.�••-�., se so_ Duct Leakage to Outside: Forced Air Ductless s .a Above Grade Walls: R-30 I. „•,e„,„ This Home Ceiling: Vaulted Roof,R-59 '`•. Window Type: U-Value:0.27,SHGC:0.3 Zeto� 1) Foundation Walls: R-22 eyJL owiry Framed Floor: N/A Chris Mazzola,Certified Energy Rater OletIMLAY )ate:9/25/24 at 6:31 AM * eko'trope Ekotrope RATER-Version:4.0.2.3487 The Energy Rating Disclosure for this home i'available from the Approved Rating Provider. This report dhes not constitute any warranty or guarantee. Building Specification Summary Property Organization Inspection Status 53 Union St Home Energy Raters Results are projected Northampton,MA 01060 Chris Mazzola 508-833-3100 Union St 53-25YxGgl2 53 Union St Builder Backyard ADUs Building Information Rating Conditioned Area[ft2] 768.00 HERS ERI 43 Conditioned Volume[ft3] 8,714.00 HERS ERI w/o PV 43 Thermal Boundary Area[ft2] 2,837.00 Number Of Bedrooms 1 Housing Type Single family detached Building Shell Ceiling w/Attic None Windows(largest) U-Value:0.27,SHGC:0.3 Vaulted Ceiling I R60,CE,16,4x24,G1;U-0.017 Window/Wall Ratio 0.12 Above Grade Walls R30,ZIPR R9,FG R21,6x16,G1;U-0.036 Window/Floor Ratio 0.16 Found.Walls ICF wall,R22,8';R-22 Infiltration 1.5 ACH50 Framed Floors None Duct Lkg to Outside Forced Air Ductless Slabs I R10P,R1 OU;R-10 Total Duct Leakage Untested Mechanical Systems Heating Air Source Heat Pump•Electric•10.5 HSPF2 Cooling Air Source Heat Pump•Electric•16 SEER2 Water Heating Residential Water Heater•Electric•3.5 Energy Factor rt."' • 114ti, •Programmable Thermostat Yes �L9•. ar DONALD J. I, Ventilation System 35 CFM•10 Watts•ERV a VAN GERVE " STRUCTURAL Whole House Fan N/A No. 36612 IA, 414 �r ,o . • • Lights and Appliances ' /24 Percent Interior LED 100% Clothes Dryer Fuel Electric Percent Exterior LED 100% Clothes Dryer CEF 3.4 Refrigerator(kWh/yr) 655.0 Clothes Washer LER(kWh/yr) 284.0 Dishwasher Efficiency 270 kWh Clothes Washer Capacity 4.2 Ceiling Fan None Range/Oven Fuel Electric T.R ARNOLD&ASSOCIATES.INC. 4703 Chester Drive Elkhart,IN 46516 state(s) Massachusetts AccteOiteti Evaluation anti Inspection Agency Ts,40tam M naertM,aa,mn0 m eonWnYoe H.n State 040in0 C.,,. Oat, October 8,2024 aaaavaa as{comes aoo.a:ntrowe o'aaa'o.. aq amea.e oi,e.reon•mm ne.ea,rne,n< Ekotrope RATER-Version 4.0.2.3487 a cedes:°eta. All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Residential Electrical Load Calculation: KBS Builders Inc. Project: Nery Ranch Prepared By: DOD Model: KBS-4486 Date: 10/2/24 Floor Size: 20 x 42 = 840 Sq.Ft. (1st Floor) 0 x 0 = 0 Sq.Ft. (2nd Floor) Watts or Circuit Wire Volt-Amps Ampacity aigi2 General Lighting 1st Floor (S.F.x 3 Watts) 2520 15 A 14-2 2nd Floor(S.F.x 3 Watts) 0 15 A 14-2 Small Appliances ( 3 x 1500 ) 4500 20 A 12-2 Range 1 10000 40 A 8-3 Microwave 0 0 20 A 12-2 Dishwasher 1 1500 20 A 12-2 Garbage Disposal 1 800 20A 12-2 Washer 1 1500 20 A 12-2 Dryer 1 5000 30 A 10-3 Furnace 0 0 15 A 14-2 Water Heater 1 4500 30 A 10-3 Exhaust Fans 3 540 15A 14-2 ERV 1 180 15A 14-2 Car Charger(On-site) 1 12000 50 A 6-3 AC Compressor(On-site) 1 5000 30 A 10-2 Other 0 NA NA Subtotal: 48040 First 10 KW of other loads @ 100% = 10000 Remainder of other loads @ 40% = 15216 ����e ��� it DONRLO J. '- Total Calculated Load: = 25216 a VAN GE RYE ' STRIICTufix No. 36612 Required Service Size:(Total Load/240) = 105.1 Amps b a•1. Minimum Service Panel Size: = 131.3 Amps `� /2 4 Installed Panel Size = 200 Am s T N AN\()11)1 ASN(%'IATL1,INC 4703 ChM4r W. EIkMn,IN 40310 S ITE,) 144rchurM 44.4141E v41..icn InI •{/)(teen A/.nt1 ,nM, tr........ ..IM J('c GuaYc0,3044 rnu„ it Project:4486 Backyard ADU-Nery t KBS Builders Inc(APG)Location:MLB1_LivRm M-wall 18ft span(per box) KBS BuNders Inc Multi-Loaded Multi-Span Beam 300 Park St of Multi-Loaded Multi-Span Beam [2015 International Building Code(2015 NDS) sumo,. ..e S Paris,ME 04281 (1)0.825 IN Steel Flitch Plate(s)x(2)1.5 IN x 9.25 IN x 18.0 FT 1.51n 2.0E G-P Lam-Georgia Pacific Section Adequate By:13.0% StruCaic Version 11.1.8.0 9/4/2024 4:58.25 PM Controlling Factor:Moment CAUTIONS •Laminations are to be fully connected to provide uniform transfer of loads to aR members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.46 IN U468 Deed Load 0.23 in Total Load 0.69 IN L/312 Live Load Deflection Criteria L/360 Total Load Deflection Criteria L/240 REACTIONS A @ Live Load 2799 lb 2799 lb Dead Load 1402 lb 1402 lb Total Load 4201 lb 4201 lb Bearing Length 1.66 In 1.68 In BEAM.DAIA S Span Length 18 ft Unbraced Length-Top 0 ft is* Unbraced Length-Bottom 18 ft Live Load Duration Factor 1.00 MATERIAL PROPERTIES 1.5in 2.0E G-P Lam-Georgia Pacific UNIFORM LOADS Center _ -- Base Values Adjusted Uniform Live Load plf Bending Stress: Fb= 3000 psi Fb'= 3000 psi Uniform Dead Load 128 plf Beam SelfWeight 28 plf Cd=1.00 CF=1.00 Sheer Stress: Fv= 285 psi Fv = 285 psi Total Uniform Load 467 plf Cd-1 *Load obtained from Load Tracker. See Summary Replxt for detaNs. Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc- = 845 psi Fc--- = 845 psi Controlling Moment: 18904 ft-lb 9.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 4201 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: j3tQ P dedi Section Modulus: 152.28 in3 172.02 in3 Area(Shear): 22.11 in2 111.58 in2 Moment of Inertia(deflection): 612.39 in4 795.58 in4 �'�tM Lit Moment: 18904 ft-lb 43004 ft-lb + Sheer. 4201 lb 21200 lb o DONALD J. a VAN GE RYE STRUCTURAL Flitch Design Requirements No. 36612 Modular Ratio(E-stUE-wood) n= 14.5 , 411 j1• ,o Transformed Section Width w-trans= 12.06 in ,,�• Allowable Steel Bending Stress Fb-stl= 21600 PSI Lmtd.Bending Stress for Transformed Section Fb-sti-lim= 1490 PSI 4 /24 Ctrl.Bending Stress for Wood Transform Fb-cont= 1490 PSI Plate Width to Thickness Ratio (d/w-plate)= 14.8 Lmtd.Width to Thickness Ratio for Fv 3.4*Fy AWSL= 63.33 T.R ARNOLD3 ASSOCIATES.INC. Allowable Steel Shear Stress Fv-stl 14400 PSI Elkhut INr6516 Lmtd.Shear Stress for Wood Transform Fv-stl-lim= 993 PSI Slat" Massee1"H1I$ Ctn.Allowable Shear Stress for Wood Transform Fv-cont= 285 PSI Acn.en.o t.no,bpa.rp Intp.ptior Ag.rcy Percentage of Load Carried by Steel Plate Steel%= 75.13 % ,,..=,.,,•.,„„.,a w..-=---<. a,$tn I/...Can O.t. OMoMM&8121 Apo.f•„W.. Iw.M...W.V ow... .f.,M.IM�. vase Project:4486 Backyard ADU-Nery KBS Builders Inc(APG) Location: MLB2M-wall opening at Pocket Door KBS Builders Inc / Multi-Loaded Multi-Span Beam 300 Perk St or Multi-Loaded Multi-Span Beam [2015 International Building Code(2015 NDS) st,IM.�t,b S Paris,ME 04281 (2)1.5 IN x 9.25 IN x 6.0 FT """ #2-Spruce-Pine-Fir(South)-Dry Use Section Adequate By:52.3% StruCalc Version 11.1.8.0 9/4/2024 5:39:35 PM Controlling Factor:Moment CAUTIONS •Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN U1728 Dead Load 0.02 in Total Load 0.06 IN U1212 Live Load Deflection Criteria L/360 Total Load Deflection Criteria:L/240 REACTIONS 9 D Live Load 933 lb 933 lb Dead Load 397 lb 397 lb Total Load 1330 lb 1330 lb Bearing Length 1.32 in 1.32 in BEAM DATA Center rill.1111111111111111111111.11.11111L Span Length 6 ft Unbraced Length-Top 0 ft sft Unbraced Length-Bottom 6 ft Live Load Duration Factor 1.00 Notch Depth 0.00 -- --- -- -- MATERIAL PROPERTIES UNIFORM LOADS Center' #2-Spruce-Pine-Fir(South) Uniform DeadLiea LoadLo 128311 plf ease Values Billy Uniform Load plf Bending Stress: Fb= 775 psi Fb'= 853 psi Beam Self Weight 4 pif =1.10 Total Uniform Load 443 plf Cd=1.00 CF Sheer Stress: = 1 psi Fd= 135 psi •Load obtained from Load Tracker. See Summary Report for details. Cd=1.00 Modulus of Elasticity: E= 1100 ksi E'= 1100 ksi Comp.1 to Grain: Fc-1= 335 psi Fc-1'= 335 psi Controlling Moment: 1995 ft-lb 3.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1330 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 28.08 in3 42.78 in3 'NO• wt� Area(Sheer): 14.78 in2 27.75 in2 Moment of Inertia(deflection): 41.22 in4 197.86 in4 a DONALD J. I: Moment: 1995 ft-lb 3039 ft-lb u VAN GERVE Shear: 1330 lb 2498 lb STRUCTURAL No. 36612 lie 'Mi e, .o . /24 T.R ARNOLD&ASSOCIATES.INC. 4703 Chester Drive Elkhart,IN 46516 States) Massachusetts Accredited Evaluation and Inspection Agency IS.6Nuntnt It stand as Nine In CN V.ent. web Stet.guiding Cod... Date October 0.2024 acorn at as&c.c..tee.ameats o,weer. ..”..AN a down tron se ro.mn.e of .Nita..ap.lne4 Page Project:4486 Backyard ADU-Nery • KBS Builders Inc(APG) Location:MLB3_Ext Wall Opening(6.3ft) KBS Builders Inc Multi-Loaded Multi-Span Beam 300 Park St or Multi-Loaded Multi-Span Beam [2015 International Building Code(2015 NOS) eaatle.r.6.0 S Paris,ME 04281 (3)1.5 IN x 9.25 IN x 6.3 FT "w"" #2-Spruce-Pine-Fir(South)-Dry Use Section Adequate By:109.9% StniCalc Version 11.1.8.0 9/4/2024 5:44:45 PM Controlling Factor.Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN IJ1973 Dead Load 0.02 in Total Load 0.05 IN L/1383 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:U240 jtEACTIONS A Live Load 1112 lb 1112 lb Dead Load 474 lb 474 lb Total Load 1586 lb 1586 lb Bearing Length 1.05 in 1.05 in BEAM DATA Center Span Length 6.3 ft Unbraced Length-Top 0 ft saa Unbraced Length-Bottom 6.3 ft Live Load Duration Factor 1.00 Notch Depth 0.00 — — — MATERIAL PROPERTIES UNIFORM LOADS Center' Uniform Live Load 353 pl #2-Spruce-Pine-Fir(South) Uniform Dead Load 144 pff ease Values AS lusted Beam Self Weight 6 pN • Bending Stress: Fb= 775 psi Fb'= 980 psi Total Uniform Load 503 pif Cd=1.00 CF=1.10 Cr=1.15 ' Load obtained from Load Tracker. See Summary Report for details. Sheer Stress: Fv= 135 psi Re= 135 psi Cd=1.00 Modulus of Elasticity: E= 1100 ksi E'= 1100 ksi Comp. to Grain: Fc-1.= 335 psi Fc-.L= 335 psi Controlling Moment: 2498 ft-lb 3.15 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1586 lb 6.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 30.58 in3 64.17 in3 Area(Shear): 17.62 in2 41.63 in2 Moment of Inertia(deflection): 54.15 in4 296.79 in4 Moment: 2498 ft-lb 5243 ft-lb Sheer: -1586 lb 3746 lb 4000 7 wt� of DONALD J. •-e VAN GERVE STRUCTURAL No. 36612 /24 T.R ARNOI.D&ASSOCIATES,INC. 4703 Chester Drive Elkhart,IN 46516 State(a) AMataeMatets Acctedited Evaluation and Inspection ApenCY Ti.e.CL.enl n conks as any w aeNolnanae wn state eMho CO*. Date Octdb01a.2°24 NO'enel Nlsn e.tn..t a.a nol..nota..t.w .ry Onl..Us of(Monts eon no r.eue..a.n ..Wan.841.taws. page Project:4486 Backyard ADU-Nary KBS Builders Inc(APG) Location:RFT1_Upper Shed Roof Rafter KBS Builders Inc Roof Rafter ISS 300 Park St of Roof Rafter[2015 International Building Code(2015 NDS) sutt.fern t,eO S Paris,ME 04281 1.5INx7.25INx11.0FT(1+10)@16O.C. """" #2-Spruce-Pine-Fir(South)-Dry Use Section Adequate By:24.3% StruCalc Version 11.1.8.0 9/4/2024 4:28:51 PM Contrdling Factor:Deflection DEFLECTIONS Left Center LOADING DIAGRAM Live Load -0.08 IN 2U302 0.26 IN U484 Dead Load -0.03 In 0.09 in Total Load -0.11 IN 2U224 0.35 IN U356 Live Load Deflection Criteria U240 Total Load Deflection Criteria U180 REACTIONS A II Live Load 339 lb 280 lb Dead Load 125 lb 102 lb Total Load 464 lb 382 lb Bearing Length 0.92 in 0.76 in SUPPORT LOADS A W W a Live Load 254 plf 210 plf Dead Load 94 plf 77 plf 1-1+ 10 ft Total Load 348 pit 287 Of MATERIAL PROPERTIES #2-Spruce-Pine-Fir(South) RAFTER DATA Lett Interior Base Values Mltls165 Span Length 1 ft 10 ft Bending Stress: Fb= 775 psi Fb'= 1230 psi Rafter Pitch 3 :12 Cd=1.15 CF=1.20 Cr=1.15 Roof sheathing applied to top of joists-top of rafters fully braced. Sheer Stress: Fv= 135 psi FV= 155 psi Roof Duration Factor 1.15 Cd=1.15 Peak Notch Depth 1.00 Modulus of Elasticity: E= 1100 ksi E'= 1100 ksi Base Notch Depth 1.00 Comp.-L to Grain: Fc-1= 335 psi Fc-1'= 335 psi RAFTER LOADING Controlling Moment: 953 ft-lb Uniform Roof Loading 4.996 Ft from left support of span 2(Center Span) Roof Live Load: LL= 42 psf Created by combining all dead loads and live loads on span(s)2 Roof Dead Load: DL= 15 psf Controlling Shear: 375 lb Slope Adjusted Spans And Loads At left support of span 2(Center Span) Left Span: L-adj= 1.03 ft Created by combining all dead loads and live loads on span(s)1,2 Interior Span: L-adj= 10.31 ft Eave Span: L-Eave-adj= 0 ft Comparisons with required sections: Req'd emickg Left Live Load: wL-adj= 53 Of Section Modulus: 9.29 in3 13.14 in3 Interior Live Load: wT-adj= 53 pit Area(Shear): 3.63 in2 8.08 in2 Eave Live Load: wL-Eave-adj= NaN plf Moment of Inertia(deflection): 38.32 in4 47.63 in4 Left Dead Load: wT-adj= 19 pit Moment: 953 ft-lb 1347 ft-lb Interior Dead Load: wD-adj= 19 pit Shear: 375 lb 836 lb Eave Dead Load: wD-Eave-adj= NaN pit Left Total Load: wT-adj= 72 plf Interior Total Load: wT-adj= 72 pit Eave Total Load: wT-Eave-adj= NaN plf o DONALD J. '!, u VAN GERVE STRUCTURAL No. 36612 T.R ARNOLD&ASSOCIATES.INC. lk #141 se . 4703 Chester Drive _:� l 1' Elkhart,IN46S16 e , /�4 Sutem Accredited Evaluation and Inspection Agency TOO OKuroM b Cabne u We at w.brnance win State WAN CKee. Dale October 3,2024 •cpo.oaosdKaM.Me....a.eonm.o aewm. .1v ca.aawa b aawm.e..b.ne.e..e.n A 4H.Meb S.tan • Project:4486 Backyard ADU-Nery POW KB Builders Inc(APG) / Location:RFT2_Lower Shed Roof Rafter KBSS Builders Inc Roof Rafter 300 Park St of Roof Rafter[2015 International Building Code(2015 NDS) e.,Iw... e,d S Paris,ME 04281 1.5INx7.25INx11.0FT(10+1)@16O.C. #2-Spruce-Pine-Fir(South)-Dry Use Section Adequate By:41.4% StruCalc Version 11.1.8.0 9/4/2024 4:29:57 PM Controlling Factor:Moment Lief LECTIONS Center Right ' LOADING DIAGRAM Live Load 0.26 IN U484 0.00 IN 2L/7038 Deed Load 0.09 in 0.00 in Total Load 0.35 IN U356 0.00 IN 2Up Live Load Deflection Criteria U240 Total Load Deflection Criteria U180 REACTIONS A R Live Load 280 lb 339 lb Dead Load 102 lb 125 lb Total Load 382 lb 464 lb Bearing Length 0.76 in 0.92 in SUPPORT LOADS L> B_ Live Load 210 plf 254 plf Deed Load 77 pff 94 pif -• 1 o rt -- ft-1 Total Load 287 pit 348 plf MATERIAL PROPERTIES #2-Spruce-Pine-Fir(South) RAFTER DATA !Mal t ) Base Values A 111.111K1 Span Length 10 ft 1 ft Bending Stress: Fb= 775 psi Fb'= 1230 psi Rafter Pitch 3 :12 Cd=1.15 CF=1.20 Cr-1.15 Roof sheathing applied to top of joists-top of rafters fully braced_ SheerStress: Fv= 135 psi FV= 155 psi Rod Duration Factor 1.15 Cd=1.15 Modulus of Elasticity: E= 1100 ksi E'= 1100 ksi Peak Notch Depth 1.00 Base Notch Depth 1.00 Comp. L to Grain: Fc--I-= 335 psi Fc--I-'= 335 psi RAFTER LOADING Controlling Moment: 953 ft-lb Unfform Roof Loading 4.996 Ft from left support of span 2(Center Span) Roof Live Load: LL= 42 psi Created by combining all dead loads and live loads on span(s)2 Roof Dead Load: DL= 15 psi Controlling Shear: -375 lb Slope Adjusted Spans And Loads 9.701 Ft from left support of span 2(Center Span) Left Span: L-adj= 0 ft Created by combining all dead loads and live loads on span(s)2, 3 Interior Span: L-adj= 10.31 ft Eave Span: L-Eave-adj= 1.03 ft Comparisons with required sections: Rec'd Provided Left Live Load: wL-adj= NaN ptf Section Modulus: 9.29 in3 13.14 in3 Interior Live Load: wL-adj= 53 plf Area(Shear): 3.63 in2 8.08 in2 Eave Live Load: wL-Eave-adj= 53 plf Moment of Inertia(deflection): 24.07 in4 47.63 in4 Left Dead Load: wD-adj= NaN plf Moment: 953 ft-lb 1347 ft-lb Interior Dead Load: wD-adj= 19 plf Shear: -375 lb 836 lb Eave Dead Load: wD-Eave-adj= 19 plf Left Total Load: wT-adj= NaN plf Interior Total Load: wT-adj= 72 p0 Eave Total Load: wT-Eave-adj= 72 plf aP DONALD J. rfr. VAN GERVE ' STRUCTURAL No. 36612 `T.R ARNOLD&ASSOCIATES.INC. it. *a jc•,O . 4703 OwletM DI - Meet.IN 46516 `��.'+111-/• Strata) NSSS.Jue..o. 0 /24 ,1cc.edited Evaluation led trsgection agency ..s MS a.e.e C.N. Dale October S.2024 .rya nes.m n..vw.a.m.'MI....,n0 • Project:4486 Backyard ADU-Nery KBS Builders Inc(APG) Location:COL1_End Posts Of M-wall Span(MLB1) KBS Builders Inc Cdumn 300 Park St of Column [2015 International Building Code(2015 NDS) eulta.e.taw S Paris,ME 04281 (3)1.5 IN x 3.5 IN x 9.0 FT "'" #2-Spruce-Pine-Fir(South)-Dry Use Section Adequate By:12.0%d StruCak:Version 11.1.8.0 9/4/2024 5:33:40 PM CAUTIONS • Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 VERTICAL REACTIONS LOADING DIAGRAM Live Load: Vert-LL-Rxn= 2799 lb Dead Load: Vert-DL-Rxn= 1424 lb Total Load: Vert-TL-Rxn= 4223 lb COLUMN DATA Total Column Length: 9 ft B Unbraced Length(X-Axis)Lx: 0 ft — V Unbraced Length(Y-Axis)Ly: 9 ft Column End Condition-K(e): 1 Axial Load Duration Factor 1.15 COLUMN PROPERTIES #2-Spruce-Pine-Fir(South) Base Values Adjusted Compressive Stress: Fc= 1000 psi Fc'= 305 psi Cd=1.15 CF=1.15 Cp=0.23 Bending Stress(X-X Axis): Fbx= 775 psi Fbx'= 1537 psi Cd=1.15 CF=1.50 Cr-1.15 S R Bending Stress(Y-Y Axis): Fby= 775 psi Fby= 1537 psi Cd=1.15 CF=1.50 Cr-1.15 Modulus of Elasticity E= 1100 ksi E = 1100 ksi Column Section(X-X Axis): dx= 3.5 in Column Section(Y-Y Axis): dy= 4.5 in Area: A= 15.75 in2 Section Modulus(X-X Axis): Sx= 9.19 in3 Section Modulus(Y-Y Axis): Sy= 3.94 in3 Slenderness Ratio: Lex/dx= 0 Ley/dy= 24 — , A Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) AXIAL LOADING Actual Compressive Stress: Fc= 268 psi Live Load: PL= 2799 lb* Allowable Compressive Stress: Fc'= 305 psi Dead Load: PD= 1402 lb• Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Column Self Weight: CSW= 22 lb Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-lb Total Axial Load: PT= 4223 lb Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb • Load obtained from Load Tracker. See Summary Report for details. Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-lb —.- Bending Stress Lateral Loads Only(X-X Axis): Fbx= 0 psi Allowable Bending Stress(X-X Axis): Fbx'= 1537 psi Bending Stress Lateral Loads Only(Y-Y Axis): Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby= 1537 psi Combined Stress Factor: CSF= 0.88 `-M. 6444 JR o DONALD J. !, u VAN GERVE STRUCTURAL No. 36612 T.R ARNOLD&ASSOCIATES,INC. A,. . 4703 Chester Drive v „epi' Mart,IN 46516 `+:..11,,__ staters, eat /24 Accredited Evaluation and Inspection Apancy *M fa•mM M uroMd at asap k C<Mxsanu ram Sub rtia,ra cafn. Date October 8,2024 Aa>mM grey fair ant fe••nY anaa,a.as%av ••r rr•a 0 area r•r m•of mnr•,n n •aatu4•SW*Lan. Pave Project:4486 Backyard ADU-Nery KBS Builders Inc(APG) Location:JST1_CLG JSTS_Limited Attic KBS Butders Inc Floor Joist 300 Paris St of Floor Joist[2015 International Building Code(2015 NDS) S Paris,ME 04281 1.5 IN x 9.25 IN x 10.0 FT Pressure Treated @ 16 O.C. 'Me #2-Spruce-Pine-Fir(South)-Dry Use Section Adequate By:50.8% StruCalc Version 11.1.8.0 9/4./2024 4:42:19 PM Controlling Factor.Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN U1691 Dead Load 0.03 in Total Load 0.10 IN U1146 Live Load Deflection Criteria:11360 Total Load Deflection Criteria:U240 RACTIONS A Live Load 415 lb 471 lb Dead Load 170 lb 192 lb 2 1 Total Load 585 lb 663 lb Bearing Length 1.16 in 1.32 in SUPPORT LOADS A j} W Live Load 311 pif 353 ptf --= Dead Load 128 ptf 144 pN it,ft Total Load 439 plf 497 pN MATERIAL PROPERTIES #2-Spruce-Pine-Fir(South) JOIST DATA Cdintsz Base Values AJiusted Span Length 10 ft Bending Stress: Fb= 775 psi Fb'= 784 psi Unbraced Length-Top 0 ft Cd=1.00 CF=1.10 Cr-1.15 Ci=0.80 Unbraced Length-Bottom 0 ft Shear Stress: Fv= 135 psi Fv'= 108 psi Floor sheathing applied to top of joists-top of joists fully braced. Cd=1.00 C/=0.80 Floor Duration Factor 1.00 Modulus of Elasticity: E= 1100 ksl E'= 1045 ksi Ci=0.95 JOIST LOADING Comp. to Grain: Fc- = 335 psi Fc-1'= 335 psi Uniform Floor Loading Center Live Load LL= 20 psf Controlling Moment: 585 ft-lb Dead Load DL= 10 psf 5.0 Ft from left support of span 2(Center Span) Total Load TL= 30 psf Created by combining all dead loads and live loads on span(s)2 TL Adj.For Joist Spacing wT= 40 Of Controlling Shear: -662 lb Wall Loading At right support of span 2(Center Span) Wall One Created by combining all dead loads and live loads on span(s)2 Live Load(1 to Joists): L1= 210 plf Dead Load(1 to Joists): D1= 77 plf Comparisons with required sections: Req'd Provided Load Location X1= 0.2 ft Section Modulus: 8.95 in3 21.39 in3 Wall Two Area(Shear): 9.2 in2 13.88 in2 Live Load(1 to Joists): L2= 254 plf Moment of Inertia(deflection): 21.06 in4 98.93 in4 Dead Load(1 to Joists): D2= 94 plf Moment: 585 ft-lb 1398 ft-lb Load Location X2= 9.8 ft Sheer. -662 lb 999 lb 0.1%7 6444 1 DONALD J. u VAN GERVE STRUCTURAL No. 36612 �/T.R ARNOLDR ASSOCIATES.INC. .4707 Chester Drive r /24 ashart,IN 46516 State's) 8t&eea00u0ett$ Aceeedlted Evaluation ens Inspection Agency In,,dsanent e sinned as eung In CGMerwanee wen Sou Bawds Coots gate October 8,2024 aowmu MOM daemon ago,,,Weave ar swine eed oweewe e W+awe now the rW uemero t enemas Been Owe.