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42-107 (3) BP-2023-1066 58 GLENDALE RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 42-107-001 CITY OF NORTHAMPTON Permit: Addition PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit # BP-2023-1066 PERMISSION IS HEREBY GRANTED TO: Project# GARAGE 2023 Contractor: License: Est. Cost: 110000 HOMETOWN STRUCTURES f'6719 Const.Class: Exp.Date: BAXA JUDITH L& BRIAN W BAXA & KAREN Use Group: Owner: WHEELER Lot Size (sq.ft.) Zoning: WSP Applicant: HOMETOWN STRUCTURES Applicant Address Phone: Insurance: 627 SOUTHAMPTON RD 4135627171 WCC-500-5026065 WESTFIELD, MA 01085 ISSUED ON: 08/29/2023 TO PERFORM THE FOLLOWING WORK: 34X30 DETACHED ACCESSORY STRUCTURE 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: :5411\tiL Fees Paid: $204.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner File #BP-2023-1066 7,, ok APPLICANT/CONTACT PERSON:HOMETOWN STRUCTURES 627 SOUTHAMPTON RD WESTFIELD, MA 01085 4135627171 PROPERTY LOCATION 58 GLENDALE RD MAP:LOT 42-107-001 ZONE • THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $204.00 Type of Construction: 34X30 DETACHED ACCESSORY STRUCTURE New Construction Non Structural Renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan Driveway Grade% THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON 1 p ' NF IORMATION PRESENTED: L 1\ x Approved Additional permits required(see below) (O V rvZ ( ) 10 PLANNING BOARD PERMIT REQUIRED UNDER:§ Too Le)S C) Intermediate Project: Site Plan AND/OR Special Permit With Site Plan ujCi Pis STR+J oc.€ Major Project: Site Plan AND/OR _Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § ,54...k.) Finding Special Permit Variance* 153111111,6 Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Z Oil J N Curb Cut from DPW Water Availability Sewer Availability (V %1i1/a3 p, Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay taPVGICIAN-, / qriZN V-4/2 3 Signture of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. emca-t /9Fc 1-- i, CSf,nctca � ��l� � dtc FO � op SS, The Commonwealth of Massachusetts Board of BuMassachusetts iBlding Regulations �09o �� �Ilb I IPALIT, C N, Building Permit Application To Construct, Repair,Renovate Or Demolish a R• .-111;%,%-. 1+11 One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: 8 j ,3 -to&(p Date Applied: Building1 il i 1 Official(Print Name) 1 Signature i ! D e 8n SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers s$ 61 ,.dek p4. book 7 ? PQSe 1.1 a Is this an accepted street?yes k no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: s P rts; .+t.l ►4, q 8s / 5 6 Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provi ed Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Informat' n: 1.8 Sewage Disposal System: Public 0 Private❑ Zone: _ Outside Flood Zone? Municipal 0 On site disposal system X Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: M n Br i.co 6e x 9 a Kwce, W 1 Iv F/Orenc� 1f!7, 0,0(0 Name(Print) City,State,ZIP Gk ' coIt. Ra-. 38'7- -14,-7 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction❑ Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition ❑ Accessory Bldg.)$ Number of Units Other 0 Specify: Brief Description of Proposed Work2: (OAS fru c.+) ," 0 f' dtt.c kta a cce s so,.y Si-n,c1v rc 3y' x 3b' o Q ,c- - pio+cci-ee fo n4-zi+>"^ SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ ) )0.00a 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical $ ❑Standard City/Town Application Fee Cl Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ - List: 5. Mechanical (Fire -$ Suppression) Total All Fees: $ r4 it Check No.2?? h ck Amount: PO4 Cash Amount: 6. Total Project Cost: $ / l D, G 0(:, ❑Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) S 9 rt, 3 a O a s it rcU )<'i-1 License Number Expiration Date Name of CSL Holder List CSL Type(see below) i i 3' picas...- Si. No.and Street Type Description CrooU Unrestricted(Buildings up to 35,000 Cu.ft.) 67 n) '' 3 3 R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances V/3- Stow- 7171 Slcnn e h vlrc'�n sin. iv cs. I Insulation Telephone Email address Co^r D Demolition 5.2 Registered Home Improvement Contractor(HIC) Scf -7 7' S di.- a Oa'1 T10.m& ° ^ S t o L'} U'Ts HIC Registration Number Expiration Date ,�Q HIC Company Name or HIC Registrant Name n .A to a'l SoJI-Aevi /o LA J, to.n r.P kos-<-4o,,,1s �l,n�nucs.c a... No.and et Email address t--S1'4x)� ►M A 6/o8S 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 )3 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 H\D MQ w n S3 ru f u-es to act on my behalf,in all matters relative to work authorized by this building permit application. 8 - -1- a,-, 3 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 this application is true and accurate to the best of my knowledge and understanding. tinge., gL.rtz CLL..- / e_ 7- do?3 Print Owner's or Authorized Agent's Name(Electronic Si ature) 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.) 1 O d o (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" Commonwealth of Massachusetts ' t Division of Occupational Licensure Board of Building Regulations and Standards Cons . Cori 1S rvisor CS-098186 sires: 08/03/2025 ANDREW D 14URTZ „AI .... 118 PLEASANT STREET f GRANBY MA-01033 1 stf)I.LVd.1 �• Commissioner THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration 1=ne.r' ..,.�.�..�„». ' .'V` Type: LLC HOMETOWN STRUCTURES, LLC Registration: 159772__. 627 SOUTHAMPTON RD Expiration: 05/26/2024 1,4 WESTFIELD, MA 01085 - 401111011M1Mf�ilw.M W w cel • Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs 8 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 159772 05/26/2024 Boston,MA 02118 HOMETOWN STRUCTURES,LLC HARTZ 627 627 SOUTHAMPTON RD ��✓ � „d4/4.4.. ak WESTFIELD,MA 01085 Undersecretary Not valid witho signature The Commonwealth of Massachusetts Department of Industrial Accidents 9, alio_=V� Office of Investigations 7-311.11-71 Lafayette City Center _• _ 2 Avenue de Lafayette, Boston,MA 02111-1750 • www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Hometown Structures Address:627 Southampton Road City/State/Zip:Westfield, MA 01085 Phone#: (413) 562-7171 Are you an employer? Check the appropriate box: Type of project(required): I. • I am a employer with 25 4. ❑ I am a general contractor and I 6. New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in anycapacity. employees and have workers' P h 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no l 3.❑� Other accessory structure employees. [No workers' comp. insurance required.] *My applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: The Dowd Agencies, LLC Policy#or Self-ins. Lic. #:WCC-500-5026065-2022A Expiration Date: 11/27/2023 Job Site Address: 58 Glendale Road City/State/Zip: Florence, MA 01062 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that 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 and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: (413) 562-7171 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority(check one): 1111Board of Health 20 Building Department 3❑City/Town Clerk 4.0 Electrical Inspector 50Plumbinl; Inspector 6.1:1Other Contact Person: Phone#: WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue, Burlington, Massachusetts 01803-0970 (800) 876-2765 NCCI NO 40959 POLICY NO. I WCC-500-5026065-2022A PRIOR NO. WCC-500-5026065-2021A, ITEM 1. The Insured: Hometown Structures Inc DBA: Mailing address: 627 Southampton Road FEIN:*`-***6332 Westfield, MA 01085 Legal Entity Type: Corporation Other workplaces not shown above: 2. The policy period is from 11/27/2022 to 11/27/2023 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers'Liability Insurance:Part Two of the policy applies to work in each state listed in item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 100,000 each employee C. Other States Insurance: Coverage Replaced by Endorsement WC 20 03 06.B D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating Plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates �I Code I Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 000337067 INTER SEEP CLASS CODE SCHED4E Minimum Premium $500 Total Estimated Annual Premium $27,385 GOV GOV j Deposit Premium $7,076 'STATE 'CLASS MA 2802 State Assessments/Surcharges $21,986.00 x 4.1800% $919 -- This policy,including all endorsements,is hereby countersigned by i'---- � 10/19/2022 Authorized ignature Date Service Office: The Dowd Agencies LLC 54 Third Avenue 14 Bobala Road Burlington MA 01803 Holyoke, MA 01040 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with its permission. Coverage Is Provided In: Liberty Ohio Security Insurance Company Policy Number:BKS (23) 6414 70 04 Mutual. Policy Period: INSURANCE From 12/01/2022 To 12/01/2023 Commercial General Liability 12:01 am Standard Time at Insured Mailing Location Declarations Basis:Occurrence Named Insured Agent HOMETOWN STRUCTURES LLC (413) 538-7444 THE DOWD AGENCIES, LLC SUMMARY OF LIMITS AND CHARGES a Commercial DESCRIPTION LIMIT General Each Occurrence Limit 1,000,000 Liability Damage To Premises Rented To You Limit (Any One Premises) 100,000 Limits of Insurance Medical Expense Limit (Any One Person) 15,000 Personal and Advertising Injury Limit 1,000,000 General Aggregate Limit (Other than Products - Completed Operations) 2,000,000 Products - Completed Operations Aggregate Limit 2,000,000 Explanation of DESCRIPTION PREMIUM Charges General Liability Schedule Totals 22,228.00 Certified Acts of Terrorism Coverage 222.00 Total Advance Charges: $22,450.00 Note: This is not a bill To report a claim, call your Agent or 1-844-325-2467 DS70220108 64147004 POLSVCS 450 INSURED COPY 003284 PAGE 45 OF 220 era7.s- City of Northampton Massachusetts ;�:' 'a" tr-- �1 111' DEPARTMENT OF BUILDING INSPECTIONS ram,; " 212 Main Street • Municipal Building ' ^� Northampton, MA 01060 J!,W ,." 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: Jk._)INT s ' , FR -r`e I cl, L I The debris will be transported by: Name of Hauler: u 3A �,s d- ��,)c. i, •s Signature of Applicant: ane ,, y'f Date: 5 -1-Ad 3 / 0 ' So ' -' 3 `1 1 30, g ro M 'Qo 4 i — - 1 slc 5 __ I I b 0 ' (-17,-..nio,3‹) 6 /-10 /e_ Eg da o \IE 'OWN SIR-, TcTuRFS DRAWINGS PROVIDED FOR HOMETOWN STRUCTURES 621 SOUTHAMPTON RD,WESTFIELD,MA 010S5 BUILDING CODES REFERENCED: NINTH EDITION CMRTBO 2015 INTERNATIONAL RESIDENTIAL CODE SHEET: P-1 12 FRONT ELEVATION LF ' ' DOORS,1NINDOWS,AND DIMENSIONS FOR ILLUSTRATION PURPOSES ONLY 12 3 - .--, Qo ._, ,' �', o r--, a C. co s l a a 10 \E:7OWN JCTURES DRAWINGS PROVIDED FOR I.-_1 1_1 ---1 1 -f I`-'1I I- II^I L� H LJ U I'---7I 1� 1 -1 1 I- L 1 1-I 1-I U 1-J HOMETOWN STRUCTURES 1 1 I I I I I I I ( I I I I I I I I 621 SOUTHAMPTON RD,WESTFIELD,MA I' I I I 1 l 1 1 I 1 I_ 1 1 I 1 1 1 1 1 I HI I I I I I 1 1 I 1 1 1 H1 1 11 1 01065 1 I I I I I I I I I I I 1 1 1 1 I 1 I I I I 1 1 1 _1 1 1 1 1 I III BUILDING CODES REFERENCED: III 1 1 I 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NINTH EDITION CMR760 I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I t I I I I 2015INTERNATIONAL RESIDENTIAL CODE 1 I 1 I 1 I 1 I I I 1 II I 1 I 1 I 1 I 1 I 1 I I I I I I I I I 1 I 1 I 1 I 1 I 1 I 1 I I 1 I 1 1 1 I 1 I 1 I 1 I I I 1 I I I I 1 I 1 I 1 1 1 1 1 1 1 I I 1 1 1 1 1 III I 11 1 I I 1 I 1 1 1 1 1 I I I I I 1 1 I SHEET: P-2 ] I I I 1 I 1 1 1 1 1 1 1 III I 11 1 1 I 1 1 I I III I I 1 1 I I 1 I I I I 1 1 l 11 I 1 1 1 1 I _1 1 11 1 I 1 I i III I I I I I III J I 1 1 1 1 1 1 I 1 1 1 I 1 I 1 I 1 I III I 1 I I 1 1 I 1 1 I I 1 I I I I I III I I 1 I 1 I 1 I I 1 I 1 I 1 1 1 1 1111 III 11 1 1 III _ I 1 I ] I 1 1 1 I 1 I 1 1 1 1 I 1 1 1 I 1 1 1 I 1 I I I I I I I l 1 I I 1 I I I I I1 i I 1 I I I ill 1 1 I I 1 I , I 1 1 1 I I I 1 1 1 RIGHT ELEVATION 1 [ 1 1 I I I I I 1 1 I _ 1 1 1 i 1 1 1 1 1 J 1 1 1 1 1 1 I 1 I I 1 1 1 1 III 1 1 1 1 1 1 1 1 I 1 I 1 1 1 11 1 1 1 11 111111 1 1 111 1 1 1 ] 1 I 1 I I I 1 I I I 1 I 1 I 1 1 1 I 1 I I 1 I I 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 11 I I I I I 1 I I I I III I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 11 1 1 ] I I 1 I 1 I I I I I 1 I 1 I 1 I 1 I 1 I I I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I I I 1 I I 1 I 1 I 1 III I I 1 I 1 I I 1 I 1 I 1 I I I I 1 ] I I I I 1 11 I 1 1 1 1 1 1 11 1 ] I I II I 1 1 I 1 I I I 1 I DOORS,WINDOWS,AND ] 1 1 1 1 1 I 1 1 I 1 I 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111111111111111I1I1I III 1I1I 1111111 I IIII1 I1111111 I111111 1111f DIMENSIONS FOR I l I I I 11 1 1 I 11 I III I 1 1 1 1 1 I 1 1 1 1 1 1 I 1 I I 1 1 1 1 I ILLUSTRATION 111I11111I11111I1I1IlI III I I1111 1111111111I1I111111111111II111111111111 PURPOSES ONLY I 1 I 1 I 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 11 I I I 1 1 I III 1 1 1 1 I III l 1 1 1 1 1 1 1 1 1 III I 1 I 1 1 I 1 1 LI rIL L 1 HOMETOWN 3TRUCTURE3 DRAWINGS PROVIDED FOR HOMETOWN STRUCTURES 62T SOUTHAMPTON RD.WESTFIELD.MA 01065 BUILDING CODES REFERENCED NINTH EDITION CMRT60 2015 INTERNATIONAL RESIDENTIAL CODE 12 SHEET: P-3 71 41 REAR ELEVATION DOORS,ININDOWS,AND 12 DIMENSIONS FOR ILLUSTRATION PURPOSES ONLY 3 - � o r". b CS �� 11 OTRTJCTURE DRAWINGS PROVIDED FOR HOMETOWN STRUCTURES 621 SOUTHAMPTON RD,WESTFIELD,MA 0100 IT' rI L1 11 I- I IT' 171 171 I-1 LJ 1-[1I1 IT-1 II-1 LJ1LJ I L i L-1 Irr 1-1 171 II-I L_I - BUILDING CODES REFERENCED: I I __ I I I I I I I NINTH EDITION CHRT60 I I I I I III I I 1 I 1 I I I I I I 1 I IIII I I 1_ I I II I 1 I 2015 INTERNATIONAL RESIDENTIAL CODE 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I l I 1 I 1 1 1 1 1 1 1 1 1 I 1 I 1 I_I I 1 I 1 I 1 I I I I I l 1 1 1 1 I I I I 1 11 I I I 1 I I I I I I I 1 I I I 1 [ I I I 1 I 1 I 1 I I I I I 1 I I I I I I I I I 1 I I I 1 I I I I I I 1 I I I I I I I I 1 I I 1 I 1 t I I I I I I I I I I I I I I SHEET: P-4 1111 1 1 1 1 1 I I I I I I I I I I 1 I I 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I 1 f 1 1 1 I 1 I l I 11 1 1 1 1 I 1 I 1 I 1 I 1 I II I 11 1 1 I 1 I 1 I I I I 1 I 1 I L I I I I I I I I I I I I I I I I I 1 I I I I 1 I I 1 I I I II I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I 1 I I I I I I I I I I I I 1 I I 1 I I I 1 f 1 I I I 1 I I 1 I I I I I I I 1 I I I I I I I I I I [ C I I I I I 1 I I I I 1 I I I I I I I t I I I I I I I I LEFT ELEVATION IL I I I II I I I I III I I I I I I II f I L I I l l I 1 1 1 1 I 1 1 I I I I 1 I 1 1 I I I I I 1 1 I I I I I 1 I I I I I 1 I I I. 1 1 1 1 1 1 1 1 1 1 1 1 L I I 1 I 1 1 f 1 I I I I I I I I I 1 I I I I II I I I 1 1 1 I I I I I 1 I 1 I I I I I I I 1 I I I 1 I III I I I 1 1 1 I I I I I I I III I I I I I 1 I 1 1 I 1 I I I I I II I t II II l I I I 1 I El 1 I I I III 1 1 1 1 _ I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I _ I I DOORS,1NIND01^1S, AND III II111111111111111 DIMENSIONS FOR III I I I II I I I I II I I I I I I I I I I III I I I 1 I 1 I I 1 1 II1I1I1IIIIIIIIIII III I111111111111I I1I11IIIII I I1I1111111111111 ILLUSTRATION IIIII111111I1I1I1II11I11I11111111I I111I1I1IIIIII II II11111II1IIIII PURPOSES ONLY I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I 1 I I I 1 1 I I 1 I I I I I I 1 I I I I I i I I I I I I I I 1 1 I I 1 I I I l I I I I I L I I I 1 I I I I I 1 I I I I I I III I I I III I I I �I I I I _ - I-_, 1 30' U R U CTURE n n I [1_ I 1 I n r, r I DRAWINGS PROVIDED FOR HOMETOWN STRUCTURES I , 521 SOUTHAMPTON RD,WESTFIELD,MA 0100 BUILDING CODES REFERENCED NINTH EDITION CMR750 2015 INT ERNATIONAL RESIDENTIAL CODE CI SHEET: P-5 I FLOOR PLAN L DOORS,WINDOWS,AND 4"POURED CONCRETE FLOOR ry DIMENSIONS FOR SLOPED ILLUSTRATIONPURPOSESONLY' I r 9'8"CEILING HEIGHT II d OPEN RAIL I UP L— — — — 303 5H 303 SH '3068 T 8' e -r 30' OiK 3-2X10 CONT'D HEADER \ 12X48 CONC. COLUMNS ,. L__a io . e 6X6 POSTS W/POST ANCHORS �IO2 ' 0WViN 3TRTJCT1JRE S DRAWINGS PROVIDED FOR < 30' - HOMETOWN STRUCTURES 621 SOUTHAMPTON RV,WESTFIELD,MA 01065 BUILDING CODES REFERENCED. NINTH EDITION CMR760 2015 INTERNATIONAL RESIDENTIAL LODE SHEET: P-b 8" POURED CONCRETE FROST WALLS FOUNDATION W/20"X8"GONT'D FOOTINGS PROVIDE 8'b" M.O. FOR 8'0"OH DOOR DOORS,WINDOWS,ANDDIMENSIONS FOR ILLUSTRATION PURPOSES ONLY • ry PROVIDE 9'b" M.O. FOR 9'0"OH DOOR (N N v n \-. • PROVIDE 3'8"M.O. FOR 3'0"DOOR :o • v v I I I v ' < 23' T > < 30' >• L IOMETOWN SrRUCTUE DRAWINGS PROVIDED FOR HOMETOWN STRUCTURES 621 SOUTHAMPTON RD,WESTFIELD,MA 01065 30� BUILDINGT T REFERENCED 160 NINTH EDITION CMRlBO 2015 INTERNATIONAL RESIDENTIAL CODE A SHEET: P-1 SECOND FLOOR DOORS,WINDOWS,AND ry (y DIMENSIONS FOR APPROXIMATE LINE OF CEILING CHANGE ILLUSTRATION PURPOSES ONLY -91 _ v tn � m ry m DN_ TO"CEILING HEIGHT ® `o� A ry o = m OPEN RAIL V V U P V V 30' Hop.1E�ow SiRucuRE DRAWINGS PROVIDED FOR HOMETOWN STRUCTURES 621 SOUTHAMPTON RD,WESTFIELD.MA 01055 BUILDING CODES REFERENCED: NINTH EDITION CMR150 2015 INTERNATIONAL RESIDENTIAL CODE SHEET: P-8 GONT'D RIDGE VENT GRO55 SECTION ATTIC TRUSSES 24"OC DOORS,WINDOWS,AND TO BE ENGINEERED BY MANUF. ASPHALT SHINGLES IN/TAR PAPER DIMENSIONS FOR ILLUSTRATION PURPOSES ONLY 12 5/8"GDX SHEATHING q On „ ONE COURSE OF ICE AND WATER BARRIER 12 v 6" FASCIA W/ 2-2X6 TOP PLATES 12"VENTED SOFFIT 2X6 EXT STUDS lb"OG - • X HEADERS I 10 3-2X10 GONT'D HEADER —rs- 2 2 1/2"COX SHEATHING fln - 11 bXb P W/� PI POST ANCHORS VINYL SIDING W/HOUSEWRAP- o o 0 o e o = 2Xb PT SILL W/SEALER — r APPROX GRADE IN/ 1/2"X12"ANCHOR BOLTS b'OG — eeee e 6 11111 uU� lUU / — 8"POURED CONCRETE FROST WALLS 4" POURED CONCRETE FLOOR W/20"XS"CONT'D FOOTINGS �8" POURED CONCRETE FROST WALLS I I I I 12X48 CONC. COLUMNS z,y OF t,7� 7� / PHPP. .\ Z HEDEMANN ,► Alpine,an ITW company CIVIL ENG+NEER 155 Harlem Ave. NO.56120 North Building,4th Floor .4) I,+ O.ti4 Glenview,IL 60025 -731SSTSIs;�`` ALPINE Phone:(800)326-4102(314)344-9121 �S�l71A1 E AN ITW COMPANY alpineitw.com Site Information: Page 1: Customer: Truss Manufacturing Inc Job Number: HOMETS-50-BAXA Job Description: KC JOB BAXA Address: 58 GLENDALE RD,Florence,MA 01062 Job Engineering Criteria: Design Code: IRC 2021 IntelliVIEW Version: 22.02.00 JRef#: 1XRG96550001 Wind Standard: ASCE 7-16 Wind Speed(mph): 130 Design Loading(pst): 60.00 Building Type: Closed This package contains general notes pages,3 truss drawing(s)and 3 detail(s). Item Drawing Number Truss Item Drawing Number Truss 1 198.23.1516.57873 T1 2 198.23.1516.52740 T1GE 3 198.23.1516.49190 T1GE1 4 A14015ENC160118 5 GBLLETIN0118 6 BRCLBSUB0119 SEQN:51311 ATIC Ply: 1 Job Number: HOMETS-50-BAXA Cust:R9655 JRef.1XRG96550001 T80 FROM:MG Qty: 14 KC JOB BAXA DrwNo: 198.23.1516.57873 Truss Label: T1 / FK 07/17/2023 4';0 210' 17 /7 I011 2~1717 IS810' I f17ire 1r411roro 1r01'1 2 I 110B•10 7~ 274 4'0' :4X5 G - II .4x4r_x4 i 11 H n 13 12 ingro 'mat' b 8 E ry I ,. Nosh, 1Nosto a r �. �. 22.4,t., /e WWI .. P O- N - 856 .H0610 11556 A 24' 1 Iioro1 51F8 I 10T8 I rre 1 5e18 11281 5'8'8 18' 1878 24' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: ASCE 7-16 Pg:40.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:30.8 Ce:1.0 VERT(LL): 0.281 N 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.446 N 639 240 a 2001 /- /- /591 /164 /295 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.197 E - - R 2001 /- /- /591 /164 /- EXP:C Kzt:NA HORZ TL: 0.348 E - - Wind reactions based on MWFRS Des Ld: 60.00 Mean Height:15.00 ft ( ) NCBCLL: 10.00 TCDL:5.0 psf Building Code: Creep Factor:2.0 a Brg Wid=5.5 Min Req= 1.7(Truss) 'Max TC CSI: 0.715 R Brg Wid=5.5 Min Req= 1.7(Truss) Soffit: 2.00 BCDL:5.0 psf IRC 2021 Bearings Q&R are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.626 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.340 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:10(0)/20(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:22.02.00.0914.11 B-C 367-2766 G-H 734 -73 Lumber C-D 339-2524 H-I 384 -1731 D-E 351 -2461 I-J 351 -2462 Top chord:2x6 SPF#1/#2;T2, E-F 384-1732 J-K 339 -2525 T3 2x6 SP 2400f-2.0E; F-G 733 -73 K-L 368 -2768 Bot chord:2x8 SP 2400f-2.0E;B2 2x4 SPF#1/#2; Webs:2x4 SPF#1/#2; Lt Wedge:2x4 SPF#1/#2;Rt Wedge:2x4 SPF#1/#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes (")2 plate(s)require special positioning.Refer to P- 668 --5 -N 1086 91 scaled plate plot details for special positioning P-0 1668 -51 N N-L 2086 197 requirements. Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent C-P 195 -554 I-N 1204 0 live load. P-E 1202 0 N-K 195 -556 Live loads applied in combination per ASCE 7 sec. F-H 554-2585 2.4.1 use 0.75 factor for multiple live loads. Attic room loading from 6-0-0 to 18-0-0:Live Load:40 PSF.Dead Load:10 PSF Ceiling:10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced snow loads. M OF 04. 4 Purlins PHILIP P. Collar-tie braced with continuous lateral bracing at 24" S HEDEA1ANN oc.or rigid ceiling. u l CIVIL ENGINEER Wind N0.56120 /' e Wind loads based on MWFRS with additional C&C 'o le 4P y`r' member design. Oc •JS7' .r , Wind loading based on both gable and hip roof types. s910 A�E ,1 A "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWIN r7"7"23 ""IMPORTANT"'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)f safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous fateral restraint(CLR),installed with diagonal bracing instlled on the CLR per BCSI sections B3,87,or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to jobs General ALPINE Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation.and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engoneenng responsibility solely-for the design shown.The suitability and use of this North Building,4th Floor drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 ec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Glenview,IL 60025 SEQN:51332 GABL Ply: 1 Job Number: HOMETS-50-BAXA Cust:R9655 JRef:1XRG96550001 T82 FROM:MG Qty: 1 KC JOB BAXA DrwNo: 198.23.1516.52740 Truss Label: T1GE / FK 07/17/2023 17 24' 1 17 17 lirul Rr,��I Irk11711-14014-I , ,I, ,1 ITT.01: 4. A/118:,401 ./mmoirom R 1 .2x5 .410 =mcs NUB I 24' I lin 24' 111 24' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 40.00 Wind Std: ASCE 7-16 Pg:40.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:30.8 Ce:1.0 VERT(LL): 0.005 J 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.008 J 999 240 AD*128 /- /- /44 /14 /12 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.025 J - - Wind reactions based on MWFRS EXP:C Kzt:NA Des Ld: 60.00 Mean Height:15.00 ft HORZ(TL): 0.039 J - - AD Brg Wid=288 Min Req=- NCBCLL: 10.00 Building Code: Creep Factor:2.0 Bearing AD is a rigid surface. Soffit: 2.00 BCDL:5.0 psf IRC 2021 Max TC CSI: 0.114TCDL:5.0 psf Members not listed have forces less than 375# Load Duration:1.15 'MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.078 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.157 Loc.from endwall:Any FT/RT:10(0)/20(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:22.02.00.0914.11 Lumber Top chord:2x6 SPF#1/#2; Bot chord:2x4 SPF#1/#2; Webs:2x4 SPF#1/#2; Bracing (a)Continuous lateral restraint equally spaced on member. Plating Notes All plates are 2X4 except as noted. (++)_This plate works for both joints covered. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C N F /,/ member design. 4. ` End verticals not exposed to wind pressure. G� ÷ PHILIP P. Wind loading based on both gable and hip roof types. s HEDEMWP:N a 0 Additional Notes v gytL ENGINEER See DWGS A14015ENC160118&GBLLETIN0118 for NO.56120 gable wind bracing and other requirements. 4 4. FO 4„r,� -1 FI%I S7 E�" • 07/17/2023 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)f safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted Otherwise,top chord shall have prope y attached structural sheathing and bottom chord shall have a properly attached rigid.ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with .411161/4, diagonal brcing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of ttruss)and position as shown aboveand on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE. Notes page or additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional en ineering responsibility solely-for the design shown.The suitabililr and use of this North Building,for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. 4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:51335 GABL Ply: 1 Job Number: HOMETS-50-BAXA Cust:R9655 JRef:1XRG96550001 T81 FROM:MG Qty: 1 1 KC JOB BAXA DrwNo: 198.23.1516.49190 Truss Label: T1GE1 / FK 07/17/2023 1171 tB•1? 1vr12 1 12 1 l�to-1 24' 1 10.1.12 1'10Y 08 10'1.12 174,71 11 880(5 .7 9X51« 82%� T : : 12 X� t, a °A5 I I Lik0 b �811� I : : . .-. . : : .I R — «I 22yy x p2 .ry 20N8.i R8X6 °2e1a I 21' I rro1 24' 11ot1 I'? I ? 225' 11 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'wPLF TCLL: 40.00 Wind Std: ASCE 7-16 Pg:40.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:30.8 Ce:1.0 VERT(LL): 0.012 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.014 I 999 240 AD"128 /- /- /44 /14 /12 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.026 K - - Wind reactions based on MWFRS EXP:C Kzt:NA Des Ld: 60.00 HORZ(TL): 0.041 K - - AD Brg Wid=288 Min Req=- Mean Height:15.00 ft Bearing AD is rigid surface. 10.00 TCDL:5.0 psf Building Code: Creep Factor:2.0 9 a g Soffit: 2.00 BCDL:5.0 psf IRC 2021 Max TC CSI: 0.106 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.080 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.153 Loc.from endwall:Any FT/RT:10(0)/20(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:22.02.00.0914.11 Lumber Top chord:2x6 SPF#1/#2; Bot chord:2x4 SPF#1/#2; Webs:2x4 SPF#1/#2; Plating Notes All plates are 2X4 except as noted. (++)-This plate works for both joints covered. (**)3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. OF Iay End verticals not exposed to wind pressure. `£.q Wind loading based on both gable and hip roof types. PHILIP P. Additional Notes 4 HEDENIANN S See DWGS A14015ENC160118&GBLLETIN0118 for ( CIVtI ENGINEER gable wind bracing and other requirements. NO.56120 4 4\F^ts.l'c�eGK,r, S9/ONAL 07/17/2023 "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sneathino and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with /11161 diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A"RwCownnt truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional engineering responsibility solelylor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 Gable Stud Reinforcement Detail ASCE 7-16: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or 120 riph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or 120 nph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) lx4 'L' Brace w (1) 2x4 'L' Brace * (2) 2x4 'L' Brace AN (1) 2x6 'L' Brace w (2) 2x6 'L' Brace AS Bracing Group Species and Grades Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al Spruce-Pine-Fir Hen-Fir _1_y r #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' NI / x2 Standard M2 Stud r #3 4' 1' 6' 7' 7' 1' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' p3 Stud 113 Standard 0) O L r Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' f l l Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinee.w Q,i #1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' M3 113 __IS P #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard d � D #3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group B: U n r #1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hen-fir f r #3 4' 8' 8' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' •1 6 Btr L U L_1[� Stud 4' 8' 8' 1' 8' 6' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 41 1 o f�r Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Dou•as Fir-Larch Southern Pine... \ #1 5' 1' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' N1 >' S P #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' , 14' 0' 14' 0' 14' 0' 14' 0' ' N2 • #3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' lx4 Braces shall be SRB (Stress-Rated Board). I Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' .--t L Iwwwfor lx4 So. Pine use only Industrial 55 or Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' values nay be used with these grades. c5 S P P #3 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes; l_D U HE Stud 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. - Standard 5' 1' 8' 0' 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 55 plf over X #1 5' 8' 9' 3' 9' 8' 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing <5 psf TC Dead Load). d a S P #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. D E L Stud 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Symm Attach 'L' braces with l0d (0.128'x3.0' min) nails. About l For (1) 'L' brace' space nails at 2' o.c. �,able Truss � � 1 ;` In 18' end zones and 4' o.c. between zones. Diagonal brace options Il )IE31EIn 1 '2) d onesear space nbes aa 3' oe. In IS' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal 'L' bracing must be n minimum of 80% of web brace is used. Connect member length. diagonal brace for 450* III at each end. Max web Gable Vertical Plate Sizes 'L' Brace Endtotal length is 14'. ones, typ. Vertical Length No Splice -L i12 or Less than 4' 0' 1X4 or 2X3 better diagonal Greater than 4' 0' 3X4 Vertical length shown brace! singleIn table above. or double cut(as shown) at t Refer to common truss design for upper end. ■ • ■ • 111111111111111.111b.��■�■�■ ■imr • mm ■ ■ . o, peak, splice, and heel plates. ontlnuous Bearing Refer to the Building Designer for conditions Connect diagonal atIli not addressed by this detail. midpoint of vertical web. Refer to chart above for max gable vertical length. ..WARNINGO.READ AND FOLLOW ALL NOTES EN THIS DRAWINGI REF ASCE7-16-GAB14015 16.---'12.*.'4."L/....41.--itly_ ANDPORTANT.w FURNISH THIS DRAWING TO ALL CONTRACTORS I CLUDING THE INSTALLERS. Cr J Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and `?� follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA) for safety DATE 01/26/2018 �,, practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. HI11F '';'\ unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG A14015ENC160118 D,. _ shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall hove bracing Installed per SCSI sections B3,B7 or 1310,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. Li C' Nil E Refer to drawings 160A-Z for standard plate positions. Alo1,e,a division of ITV Building Components Group Inc,shall not be responsible for any deviation from Amy(�ANsdrawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, MAX. TOT. LD, 60 PSF _ J \ L. I W C 17,installation t bracing of trusses. f j ,� ! A seal on this droving or cover page listing thls drawing.IMcates acceptance of professional 'n�.�•r j�q l\} erpYrerYp responsbllity solely for the design shown The sattabtlty and use of tde drawing c• Et,' bth Frxx for any struchre is the respansbllty of the Bulling Designer per ANSI/TPI 1 Sec2. '60D75 'i For sore information see this Job's general notes page and these web sites. MAX. SPACING 24.0' ALPINE' wew.alpheite.coni 7PI,wee.tpinstorgi SBCA.ova sbcacorponents.coni ICC wwwlccsafe.org 1 Gao1e 1etalL ,{I For Let-in Verticals Gable Truss Plate Sizes AS ttO O Refer to appropriate Alpine gable detail for �Ir minimum plate sizes for vertical studs. lit l ()Refer to Engineered truss design for peak, splice, web, and heel plates. ir1 . . ®If gable vertical plates overlap, use a single plate that covers the total area of • the overlapped plates to span the web. Gabe ` © © veLengrtitth al O Example, 2X4 typ 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing : i: © i Member Member © ii: O ; Toe-Hall - Jr - End-Hall \ ;� ` © O To convert from 'L' to 'T' reinforcing members, multiply 'V Increase by length (based on Provide connections for uplift specified on the engineered truss design appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails' Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. R•Id Sheathln. Toenailed Nails' 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace 4 Nails �I h (4) toenails In the top and bottom chords. 'T' Reinf. 'T' .T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example' 2x6 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, Nails Truss Spacedg A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Gable At ASCE 7-10 6 ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' o.c. A11515ENC100118, A12015ENC100118, AI4015ENC100118, A16015ENCI00118, 'T' Reinforcing Member Size = 2x4 A18015ENCI00I18, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENCI00118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = B' 7' A1803OENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 511515ENC100116, 512015ENC100118, 514015ENC100118, 516015ENC100118, S18015ENC100118, 520015ENC100118, 520015EN0100118, S20015PED100118, 511530ENC100118, 512030ENC100118, 514030ENC100118, 516030ENC100118, li 4 Nall it .I S18030ENC100118, 520030ENC100118, S20030END100118, S20030PED100118 am'. Ceiling See appropriate Alpine gable detail for maximum unreinforced gable vertical length. e•VARlIINI READ AND F(LLUV ALL NOTES M THIS DRAVDii C F swIMPQFTANTa FURNISH THIS IIRAVING TO ALL COFTRACTIRS INCLUDING THE INSTALLERS REF LET-IN V E R T 1.-- -.'21,1,L1t`,'i� Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and ' \ folio.the latest edition of BCSI (Building Coeeonent Safety Information,by rPI and SBCAI for safety DATE 01/02/2018 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. AHiP Unless noted otherwise, top chord shalt have properly attached structural sheathing and bottom chord DRWG GBLLETIN0118 DCi� shall hove o properly attached rick!ceiling. Locations shown for permanent lateral restraint of webs I shall have bracing installed per SCSI sections 83, B7 or BIT,o applicable. Apply plates to each face - ----- V of truss and position as shown above and on the Joint Detols,unless noted otherwise. V l Cl�fii r Refer to drawings 160A-Z for standard plate positions. 1 Xupine,o division of ITV Bulling Components Group Inc. shall not be responsible for any deviation iron this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for hwnding, shipping, C ANY instailatbn l bracingMAX, TOT, LD, 60 PSF _ ;Kry of trusses. ' f'nr S •� ,�`!/ A seal on this dn.Yg or cover page listing this drawing,Indicates acceptance of professional r`f, engineering responsWlty solely for the design shown. The sultabllty and use of this drawly DUR. FAC. ANY :rp^fot, . .4th floor for any structure is the responsbltty of the Building Designer per ANSI/TPI 1 Sec2. 60025 For more information se. this Job's general notes page and these web sites, MAX. SPACING 24.0' ` t. ' ALPINE w.wwe.alpineite.conl TPI,eetpinst,orgi SBCA,www.sbcacomponents.coni ICC,wwwJccsofe.org ..1 \1\� t 4 CLR reinforcing Vermber Suostitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint <CLR) or T-Reinf, is specified on a truss design but an alternative web L-Reinf orcementl or reinforcement method is desired. L-Reinf. Apply to either side of web narrow face, Notes: Attach with IOd (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web This detail Is only applicable for changing the specified CLR member length. shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriate x reinforcement type. X \ /Use scabs Instead of L- or T- reinforcement on webs with intersecting X truss Joints, such as K-web Joints, that may Interfere with proper application along the narrow face of the web. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, Attach with 10d (0.128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(310 Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. ()10 Center scab on wide face of web, Apply (1) scab to each face of web. s•t/AWmge READ AND I11LDV ALL NOTES ON THIS DRAVDCi TC LL PSF REF CLR Subst. H C F l i.-i v,- williDIPORTNITNil FURNISH THIS D AVO G TO ALL CIVORACTURS DCLUDING TIE DISTALLERS, Trusses require cotrene care in fabricating,handing,slipping,Installing and brncYp Refer to and o :4 follow the latest edition of DCSI®uddin%Component Safety Information,by TPI and S2CA)for safety TC DL PSF DATE 01/02/19 r. PHILIP P IA practices prior to performing these functions. Installers shop provide t«porary.bracing per'ESL Unless noted otherwise,top chord shall have properly attached structural'Mode O and bottom dhow BC DL PSF DRWG BRCLBSUB0119 HID shall have a properly attached rgld ceiling Locations show for permanent lateral restraint of tabs �T shall Mn.bracing installed per I sections KI,37 or 310,as applicable. Apply plates to each face -" O Lip of truss and position as shown above and on the positions. Details,mess noted otherwise. BC LL PSF Cl Refer to drawings 160A-Z for standard plate division of ITV Building Components Grope Inc shall not be responsible for an deviation from TOT. LD, PSF drawing,any ingof to sew the truss h conformance with ANSI/TPI L or for landlny shppbnp, 4 f \- L� ,C NV MtaUotbn&bracing of trusses. •0�f'J j .C- r A seal on this drawing ar cover page listing this drawing,hdlcetes acceptance of professional .erc.lpl!I,py� 4th FN. wpYwih aD the solely for design shows shows The=Sta and use of this drawing DUR. FAC. for any strucdre is the rtWanstltty of the Building Dedgner per NESI/TPI I Sect II 0025 For more information sew this Job's general notes page and these web sites. / /� U \ d ALPINE.ee.,alphelt..coml TPI..ww.tphst.orgl SECM w.sbcacorponentscomlICO w.sJccsafe.org SPACING 1 J�3 Hometown Structures CONTRACT 627 Southampton Road July 8, 2023 Westfield, MA 01085-1329 revised July 11, 2023 , � (413) 562-7171 rows (413) 562-4747 fax� "" www.hometownstructures.com Brian Baxa and Karen Wheeler 58 Glendale Road Florence, MA 01062 Karen: kwheeler7867Pcomcast.net (413) 387-7867 (morning calls) Brian: bbaxaPcomcast.net (413) 387-7204 (afternoon calls) REF: two-story 24' x 30' detached accessory structure to be constructed onsite in Florence, MA PREPARATION: • customer to remove fence in advance of excavation • Hometown to remove concrete in pertinent areas, if necessary (assumes concrete does not exceed 5" thick) • Hometown will order a DigSafe utility inspection EXCAVATION /CONCRETE / FLOOR: • assumes the area is free of ledge within 4' from the surface • excavation and backfill • rebar& rewire to code • 8" x 20" foundation footer • foundation wall 8" x 48", except the foundation wall will be approx 8" x 72" on right (south) side and the south half of the rear (east) side • sloped 4" concrete slab, trowel finish WALLS: • 9' framed walls, 2x6 framing, 16" OC (103%2" studs+4%2" plates+ 8" stem-wall* equals approx 9' 8" from floor to ceiling) * measurements based on the section with the 8" x 48" frostwall; will differ elsewhere • pressure treated single sill bottom plate • double top plate • housewrap • 1/2" CDX plywood sheathing • vinyl siding over housewrap Kaycan, Timberlake Collection, D5D Elegance Dutchlap, woodgrain texture, Stonecrest o white fascia, soffit, vertical corners "Friendly craftsmen exceeding expectations every day!" ROOF: • attic roof trusses 24" on-center • clear-span, no interior support posts • 5/8" roof plywood (CDX) • 30-year architectural asphalt shingles over tar paper GAF, Timberline HDZ, architectural asphalt shingles, Pewter Gray • one course of ice-and-water barrier around perimeter of roof • ridge vent and soffit vents • symmetrical 9/12 roof pitch • 12" eaves overhang, 12" gable overhangs • drip edge, white ATTIC AREA: • usable floor area within truss to be approx 12' x 30', minus staircase area • attic floor to be 3/" water-resistant tongue-and-groove decking installed full 24' width • ceiling to be approx 7' high in the center • full staircase with construction-style railing, staircase to be an L-shape, with two steps before the landing (landing is the 3rd "step") • customer is aware attic space is not suitable for living space, and is designed only for general storage space LEAN-TO: • 10' x 30' lean-to • 3/12 roof pitch • supported by four 6x6 PT posts • unfinished ceiling (rafters are exposed) • concrete slab (no footer/frostwall) under lean-to DOORS and WINDOWS: • four doors o front wall: two steel Overhead Door brand, Thermacore 5740-SP series, 9' wide x 8' high, Standard Panel imprint, with "Somerton 2" windows in top panel, white, with decorative Conifer hinges, with decorative Conifer handles, without openers o back wall: one steel Overhead Door brand, Thermacore 5740-SP series, 8' wide x 7' high (size subject to change to not conflict with staircase), Standard Panel imprint, with "Somerton 2" windows in top panel, white, with decorative Conifer hinges, with decorative Conifer handles, without openers o one 36" x 80", single entry, prehung, insulated, F-M style (transoms), fiberglass, white, out-swinging, hinge on left (facing from outside) • five windows o vertical sliding, 36" wide, 40" high, single-hung, white vinyl, moderate insulation, without grids, with screens, without shutters "Friendly craftsmen exceeding expectations every day!" EXTERIOR CONCRETE SLABS: All the concrete noted within this section will be 4" thick, broom finish, and without footer and frostwall. This new concrete will not exactly match the existing concrete in texture, color, etc... • In the area in the front (west side) of the garage, a concrete pad will be poured: 0 front-to-back: from the edge of the asphalt to the garage o side-to-side: from the front-right (south-west) corner of the garage to the existing house • In the left side (north side) of the garage, a concrete pad will be poured under lean-to. • In the back (east side) of the garage, a concrete pad will be poured 8' x 24'. OTHER: • The project will conform to the MA state building code. • All work shall be performed in a timely and workmanshiplike manner. • Includes all materials, labor, driving time, debris removal, and sales tax. • Assuming permitting is without abnormal delays, we aim for completion Spring 2024. • Building permit included; if we cannot obtain a building permit, or if Hometown Structures or the customer chooses to cancel prior to groundbreaking, 50% of the deposit will be refunded. NOT INCLUDED: • allowance in the event of ledge • building permit fee if above a $ 500 allowance • slab vapor barrier • slab insulation • wall/roof/ceiling insulation • interior walls • interior finishing • heating • driveway work • gutters • electrical wiring • finish excavation/landscape/seeding • plumbing • legal fees, rezoning, survey, variance, special permit, etc... (if applicable) • ResCheck "Friendly craftsmen exceeding expectations every day!" PROJECT AS DESCRIBED: $ 65,700 garage ($ 43,200 taxable) $+41,600 concrete and excavation (non-taxable) S + 500 building permit (non-taxable) $ 107,800 subtotal $ + 2,700 MA sales tax $ 110,500 grand total PAYMENT SCHEDULE: $ 5,000 down-payment - RECEIVED 7/ 5/2023 $ 25,000 before ground-breaking $ 25,000 before framing $ 25,000 when roof shingling is complete $ 25,000 when outside concrete slabs are poured $ 5,500 on completion $ 110,500 grand total X Brian Baxa date X U3' At\, 3 Karen Wheeler date "Friendly craftsmen exceeding expectations every day!"