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HomeMy WebLinkAboutBLDR-23-9908 RECEIVED Ai I MAR 0 8 2023 t BUILDING DEPARTMENT ONE &TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department o4f 1146 Route 28,South Yarmouth,MA 02664-4492 SOS-398-2231 ext 1261 Fax 508-398-0836 Massachusetts State Building Code,780 CMR ' Building Permit Application To Construct,Repair,Renovate Or Demolish z,\, ._ _ 5`\O� a One-or Two-Family Dwelling This Section For Official Use Onl Building Permit Number. e)(t.2^C1/4C1, tDateAppli • �i r� 5.P\c S , S' ,-4,_3 Building Official(Print Name) Signature Date - I SECTION 1:SITE INFORMATION 1.1 Prope ty Addr I.2 Assessors Map&Parcel Numbers 1 t at: 1.1 a Is this an accepted stree?yes x no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 13 BuiIding Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided I.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private❑ Zone:— Outside Flood Zone? f Municipal 0 On she disposal system 17 Check tPyes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: -..VATCHE SERAUERIAN YARTMOUTH PORT MA 02675 - Name(Print) City,State,ZIP 1 WINDSWEPT PATH l;o I}.233.19a8 SERADERIANQYAHOO.COM No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK=(check all that apply) New Construction 0 Existing Building❑ Owner-Occupied 13 f Repairs(s) 0 Alteration(s) 0 Addition tic Demolition ❑ Accessory Bldg.0 Number of Units Other 0 Specify: Brief Description of Proposed Work2: BUILD AN ADDITION AS PER PLANS SECTION 4:ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building s 141000 1. Building Permit Fee:SaZ C,.01icate how fee is determined: 2.Electrical S 12000 ❑Standard City/Town Application Feo ❑Total Project Cos (Item 6)x multiplier x 3.Plumbing S 7000 2. Other Fees: S D 0 U 4.Mechanical (HVAC) S List 5.Mechanical (Fire Suppression) 3 Total All Fees:S Q Check No. Check Amount: Cash Amount � 6.Total Project Cost: S 160000 0 Paid in Full k Outstanding Balance Due:'. . 0 \\ \ %' 2r SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) ROD RIVERA 082273 06/28/2024 License Number Expiration Date Name of CSL Holder 97 BEACH STREET List CSL Type(see below) UNRESTRICTED No.and Street Type Description MALDEN,MA 02148 ( Unrestricted(Buildings up to 35,000 cu.ft.) City/Town,State,ZIP Restricted l&2 Family Dwelling Ivl Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 781-389-2901 RODSHOMEIMPROVEMENT@YAHOO.COM I , Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) ROD RIVERA 174926 03/31/2023 HIC Company Name or HIC Registrant Name HIC Registration Number Expiration Date 97 BEACH STREET Na.and Street RODSHOMEIMPROVEMENT@YAHOO.COM MALDEN,MA 02148 mil.An•2-Ckl Email address 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 I$ No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the sub' roperty,hereby authorize ROD RIVERA to act o y behalf, al matters relative to work authorized by this building permit application. Steri4 )( P ' wner's Nam lectronic Signature) Date • SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By en my me below,I hereby attest under the pains and penalties of perjury that all of the information co in a li ation is true and accurate to the best of my knowledge and understanding. �--� -3 1 2023 runt Own is ut orized Agent's Name(Electronic Signature) Date NOTES: I. 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 riot have access to the arbitration program or guaranty fund under M.G.L.c. I42A.Other important information on the HIC Program can be found at www.mass.rrov/oca Information on the Construction Supervisor License can be found at www.mass.Qov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) ROD RIVERA 082273 06/28l2024 Name of CSL Holder License Number Expiration Date 97 BEACH STREET List CSL Type(see below) UNRESTRICTED No.and Street Type Description t v MALDEN,MA 02148 ) Unrestricted(Buildings up to 35,000 cu.tt) City/Town State,ZIP Restricted Idc2 Family Dwelling M Masonry RC Roofing Covering WS Window and Siding 781-389 2401 SF Solid Fuel Burning Appliances RODSHOMEIMPROVEMENTQYAHOO.COM I insulation Telephone Email address D Demolition 5,2 Registered Rome Improvement Contractor(HIC) ROD RIVERA 174926 03/31/2023 HIC Company Name or HIC Registrant Name HIC Registration Number Expiration Data 97 BEACH STREET No.and Street RODSHOMEIMPROVEMENT@YAHOO.COM MALDEN,MA 02148 mil.AR'Z510 f Email address 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 m No q SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereb authorize ROD RIVERA to act on my behalf,' ll matters relit;i . ork authorized by this building permit application, Print Owner's Name ectronic Signs Illr r-- Date • SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By en my me below,I hereby attest under the pains and penalties of perjury that all of the information co in a li lion is ttuc and accurate to the best of ray knowledge and understanding. run Own r's u iZ `" �'� (-3 202,3 Agent's Name(Electronic Signature) Date NOTES: I. 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),wilt LQ 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.aov/oc4Information on the Construction Supervisor License can be found at www,mass,aov/dp$ 2. When substantial work is planned,provide the information below: Total floor area(sq.IL) (including garage,finished basemenUattics,decks or porch Gross living area(sq.IL) Habitable room count p ) 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 1 "Total Project Square Footage"may be substituted for"Total Project Cost" \ The Commonwealth of Massachusetts Department of Industrial Accidents " �—� Office of Investigations Lafayette City Center f: 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):ROD'S HOME IMPROVEMENT AND DESIGN Address:97 BEACH STREET City/State/Zip:MALDEN,MA 02148 Phone#:781-389-2901 Are you an employer?Check the appropriate box: Type of project(required): 1.❑■ I am a employer with 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub contractors 6. ❑New construction listed on the attached sheet. 7. ❑Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 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 employees. [No workers' 13.❑Other comp. insurance required.] *Any 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:BIBERK INSURANCE COMPANY Policy#or Self-ins. Lic. #:N9WC527027 Expiration Date:06/22/23 Job Site Address: ( w WC:SWEP7 Ric T/4 City/State/Zip: '14RTM.L4TH l M/-1 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 ainst the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of th I for i ur.• e coverage verification. I do hereby ce ' u der t pa ,d penalties of perjury that the information provided above is true and correct Signature: Date: / 3(/ZU 2-3 Phone#: 781-389-290 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): 10Board of Health 20 Building Department 31:City/Town Clerk 4.0 Electrical Inspector 5E1Plumbing Inspector 6.❑Other Contact Person: Phone#: 7 ® DATE(MM/DD/YYYY) ACCOR o CERTIFICATE OF LIABILITY INSURANCE 01/31/2023 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 NAME: BIBERK C.N( EM):844-472-0967 (A/C No): 203-654-3613 P.O. Box 113247 E-MAIL Stamford, CT 06911 ADDRESS: customerservice@biBERK.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:National Liability&Fire Insurance Company 20052 INSURED INSURER B: Roderick Rivera Rod's Home Improvement and Design INSURER C. 97 Beach Street INSURERD: Malden, MA 02148 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DDIYYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 0 DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES(Ea occurrence) $ 0 MED EXP(Any one person) $ 0 PERSONAL&ADV INJURY $ 0 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 0 POLICY PRO JECT LOC PRODUCTS-COMP/OP AGG $ 0 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERSLIABILITY NTATUTE ER A OFFCER/MEMB REXC UDED ECUTIVE Y NIA N9WC527027 06/22/2022 06/22/2023 X E.L.E.L.EACHACCIDENT $100,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 Professional Liability (Errors & Per Occurrence/ Omissions): Claims-Made Aggregate DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Exclusions: Roderick Rivera; Additional Named Insured:Rod's Home Improvement and Design CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN DR. VATCHE SERADERIAN ACCORDANCE WITH THE POLICY PROVISIONS. 1 WINDSWEPT PATH Yarmouth, MA 02675 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Commonwealth of Massachusetts Division of Occupational Licensure Board of Building R ulations and Standards Constt�M rattlegvisor p CS-082273 1$cplres.06/28/2024 RODERICK ° 97 BEACH S MALDEN MA112 + "' Commissioner d f fiJs.; ./?i //6.41:a./ii:///' Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:individual Registration Expiration 174926 03/31/2023 ROD RIVERA • ROD RIVERA � ice 97 BEACH STREET MALD'cN,cAA 02148 • Undersecretary V Construction Supervisor Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)727-200 or visit www.mass.govfdpl Registration valid for Individual use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 1000 Wt shington Street -Suite 710 Bostol A 021 tot valid without signature §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-22311 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 1 WINDSWEPT PATH Work Address Is to be disposed of oat the following location: Pt N TO 'S [2EC'CC-(A/6— 414< ioyi MA Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 1 §150 ( -3(--Zo23 Signa e.of Application Date Permit No. FB Home Improvement 149 Pine St, Stoughton, MA 02072 617-304-6907 fb.homeimprovement@yahoo.com Interior & Exterior Carnentry Contract Customer: Dr. Vatche Seraderian, 617-233-7908 Date: 1216/22 1 Windswept Path,Yarmouthport, MA 02675 Seraderian@yahoo.com FB Home Improvement has agreed to do the following exterior work at your property. Job description: ✓ Demolish all the interior as shown in the plan. Demolish the garage for complete. Demolish the whole roof of the house to make the addition. ✓ Frame all the new interior walls as shown in the plans. Do any structural reinforcement in the basement as needed - see plans. Frame all the new addition on the second floor. Frame a new garage. Frame the addition above the garage. Frame a small porch on the side of the house off the master bedroom. Frame a new porch on the front of the house. Frame a new family room in the back of the house. Install porch floors on the new decks. ✓ Install all the exterior pvc trim around the house and garage. Strip the existing cedar shingles and install hard plank shingles on the whole house and garage. Install new roof on the entire house and garage. Install new doors and windows as shown in the plan-no garage door. ✓ Trash removal to be paid by customer. Dumpster company will bill client directly. Total Price: $160,000.00 dollars-Labor Only-No Material Payment Schedule $ 36,000.00 1st Day when we start the Work $ 36,000.00 intermittent $ 36,000.00 Half-way through S 36,000.00 intermittent $ 16,000.00 Upon 100%completion Approximate start date: 1-9-2023 I understand and agree to all of this legal and binding contract. Signature: "" Date: . -t-l 13 -2.t_ Customer I Signature: � t' 0 j,, ...�,.�.a,�... Date: 12 t i 31 aLi. FB Hom. if provement Terms of Contract, Any request for additional work will be estimated and charged accordingly. Fully Insured-Residential and Commercial,LLC Iilc 185824 A,C-Q DATE(MM/DD/YYYY) +�.-- CERTIFICATE OF LIABILITY INSURANCE 12/15/2022 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 be endorsed. If SUBROGATIONIS 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 NAME: WAVERLEY INSURANCE AGENCY INC PHONE (617)484-5216 FAX 08088682 (A/C,No,Ext): (A/C,No): 44 TRAPELO ROAD E-MAIL ADDRESS: BELMONT MA 02478 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Twin City Fire Insurance Company 29459 INSURED INSURER B: Hartford Casualty Insurance Company 29424 FB HOME IMPROVEMENT,LLC INSURER C: 149 PINE ST INSURERD: STOUGHTON MA 02072-1943 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSR WVD (MM/DD/YYYY) (MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED $1,000,000 PREMISES(Ea occurrence) X General Liability MED EXP(Any one person) $10,000 A 08 SBA AA1302 10/23/2022 10/23/2023 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X PRO- LOC PRODUCTS-COMP/OP AGG $2,000,000 JECT OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) ANY AUTO BODILY INJURY(Per person) ALL OWNED SCHEDULED _AUTOS _AUTOS BODILY INJURY(Per accident) HIRED NON-OWNED PROPERTY DAMAGE AUTOS AUTOS (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS- MADE AGGREGATE DED RETENTION$ WORKERS COMPENSATION x PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY Y/N E.L.EACH ACCIDENT $100,000 B PROPRIETOR/PARTNER/EXECUTIVE N/A 08 WEC AA7V2K 10/23/2022 10/23/2023 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $100,000 (Mandatory in NH) If yes,describe under E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS below A EMPLOYMENT PRACTICES 08 SBA AA1302 10/23/2022 10/23/2023 Each Claim Limit $10,000 LIABILITY Aggregate Limit $10,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Those usual to the Insured's Operations. CERTIFICATE HOLDER CANCELLATION For Informational Purposes SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 149 PINE ST BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED STOUGHTON MA 02072-1943 IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE C�& ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD a TOWN OF YARMOUTHp °' BUILDING DEPARTMENT E� , 1146 Route 28,South Yarmouth,MA 02664 508-398-2231 ext. 1261 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: JOB LOCATION: � 'WJ NDSW'EPT PATH NAME STREET ADDRESS SECTION OF TOWN "HOMEOWNER" --- ,VATCHE SERADERIAN NAME HOME PHONE WORK PHONE PRESENT MAILING ADDRESS SAME As ABOVE CITY OR TOWN STATE ZIP CODE The current exemption for'Homeowner' was extended to include owner—occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1) Definition of Homeowner: Person(s)who owns a parcel of land on which he I she resides or intends to reside,on which there is or is intended to be,a one or two family attached or detached structure assessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner;such"homeowner"shall submit to the building official,on a form acceptable to the building official,that he/she shall be responsible for all such work performed under the building permit.(Section 110 R5.1.3.1) The undersigned 'homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes,by-taws,rules and regulations. The undersigned `homeowner' certifies that he/ she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements an that he / she will comply with said procedures and requirements, >ff,A-1 -7(` HOMEOWNER"S SIGNATURE APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked ves,please indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass.General Laws and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent ;,:hcmeownriiccxcmp oV t TOWN YARMOUTH o. - BUILDING DEPARTMENT ""`i° ",,-x`d 1146 Route 28, South Yarmouth,MA 02664 508-398-2231 ext. 1261 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: JOB LOCATION: ROD RIVERA 1 WINDSWEPT PATH NAME STREET ADDRESS SECTION OF TOWN "HOMEOWNER" DR.VATCHE SERADERIAN NAME HOME PHONE WORK PHONE PRESENT MAILING ADDRESS SAME AS ABOVE CITY OR TOWN STATE ZIP CODE The current exemption for `Homeowner' was extended to include owner—occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1) Definition of Homeowner: Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner;such"homeowner"shall submit to the building official,on a form acceptable to the building official,that he/she shall be responsible for all such work performed under the building permit. (Section 110 R5.1.3.1) The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws,rules and regulations. The undersigned 'homeowner' certifies that he I she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements. SIE - HOMEOWNER"S SIGNATURE ..,?ttg/4,< ._ APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked ves, please indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Cck Signature of Owner or Owner's Agent Ownerone. Agent h:homeownriicexemp 5/8/23,2:27 PM Mail-Sears,Tim-Outlook 1 Windswept Path Sears, Tim <tsears@yarmouth.ma.us> Mon 5/8/2023 2:27 PM To:rodshomeimprovement@yahoo.com <rodshomeimprovement@yahoo.com> Rod, I have reviewed the updated information and the scope of work appears to trigger the dwelling unit be brought into compliance with the new Stretch Energy Code. The new Stretch Energy Code went into effect on Jan 1st. Existing buildings are now a part of the new code. It appears that the scope of work falls under the new requirements. A HERS Certificate will be needed 225 CMR 22: Massachusetts Residential Stretch Energy Code R502.1.1 Large additions.Additions to a dwelling unit exceeding 1000 sq ft or exceeding 100%of the existing conditioned floor area, shall require the dwelling unit to comply with the maximum HERS ratings for alterations, additions or change of use shown in TABLE R406.5 R503.1.5 Level 3 Alterations or Change of Use.Alterations that meet the IEBC definition for Level 3 Alteration or the IRC definition for Extensive Alteration, exceeding 1,000 sq ft or exceeding 100%of the existing conditioned floor area, shall require the dwelling unit to comply with the maximum HERS ratings for alterations, additions or change of use shown in Table R406.5 IRC 2015 Appendix J A1501.3 Extensive alterations. Where the total area of all of the work areas included in the alteration exceeds 50 percent of the area of the dwelling unit, the work shall be considered to be a reconstruction and shall comply with the requirements of these provisions for reconstruction work. V j i Of^(3-0V Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsearsPyarmouth.ma.us https://outlook.office.com/mail/sentitems/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1 iMDQxLWNkMGQyNmE4NzE5NAAQAL5CmJ2NBPtImOwW31 k... 1/1 3/14/23,4:17 PM Mail-Sears,Tim-Outlook 1 Windswept Path Sears, Tim <tsears@yarmouth.ma.us> Tue 3/14/2023 4:16 PM To: rodshomeimprovement@yahoo.corn <rodshomeimprovement@yahoo.com> Rod, I have reviewed your application and there are some items needed. iiv 4eaIth ffater DepartmentDepartment sign sign offo lot plan showing setbacks to proposed addition 2 Copies of scale size plans 1/4" min 15. Code checklist mentioned on plans(2 copies) Please submit these items for review This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application for a permit for t any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100, within 45 days of this notice. Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@yarmouth.ma.us https://outlook.office.com/mail/sentitems/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1iMDQxLWNkMGQyNmE4NzE5NAAQADMi9gAWKgRLvD 2iGis... Y Y -A m h co col t'* ti. TOWN O Y. SioU i ._f WATER DEPARTMENT c � " 9 Stuck istand Road w^n"Kr. IrVeq,Yarmouth, MA NOi .. Telephone: ( 08) 771ai°21 . Nv ='5i)€( 771-79 8 BUILDING PERMIT APPLICATION FOR WATER DEPARTMENT SIGN OFF TRANSMITTAL FORM BUILDING SITE LOCATION a.1 d _ VI I iv bSWE T PA 7N PROPOSED WORK:...... ON 9 4 CKc D ._.. ` I,C ...pegopiefery ._ APPLICANT: _ koh 2IUC#2.A ADDRESS: ._...91 __sehew s-Tgieff". HA-t_ ', AJ4 0.?7'1' S TELPHONE: -MI - 3$4- j RESIDENTIAL AND;OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Atailahtlity and or existing location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Iktermines Compliance to Wetlands Act: i,e If lotis)border any type of wetlands.streams.ponds,rivers,ocean,bogs,boys.marshland, ETC.,. Health Department: Determines Compliance to State and Town Regulations, i.c:. requirements for Septage Disposal and other Public health Activites Fire Department: Determines Compliance to State and Town Requirements for Personal Safely. Property Protections,i.e.Smoke Detectors.Sprinkler Systerrts,etc Ls , ,........ ,/f'r„..o i 3 APPLICA SIGNATURE DATE OFFICE USE:COMMENTS ON PERMIT APPROVAL OR DENIAL REVIE% D BY W' TER DIVISION(SIGNATURE) r 3 DATE M :41:41:6S: Town of Yarmouth, MA $2,335.57 Paid via Credit Card ending in 8507 Thanks for using the Online Service Center Roderick Rivera Building Permit- Residential#BLDR-23-9908 May 24, 2023 Addition $2,076.80 Renovations $190.00 Processing Fee $68.77 Total Paid $2,335.57 0 Powered by the ViewPoint Cloud platform Receipt number#725 .0 •Yq� '� TOWN OF YA RMOUTH z.. . # .70 a • 4'y HEALTH DEPARTMENT ptVtg PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: I VA ikD-M' EPT PATrr Proposed,Improvement: u ' s t r O E r s/ ), ry s PER �t r�,zs o� �-- o,N Applicant: D V2l V EeA Tel. No.: "]Fs 1-389 zq 0/ Address: C "1 BEAc f4- ST 7 L4 N tkitth- 02-1 18 Date Filed: **Ifyou would like e-mail notification of sign off please provide e-mail address: Owner Name: R, A E SAt RA&e R--1 A- e Owner Address: W rV PVT H+ Owner Tel. No.: RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to-State and Town Regulations; i.e. R For Septage Disposal and'other Public Health Activities. equirements Please submit three(3) copies of plans, to include: RECEIVED (1.) Site Plan showing existing buildings, water line and septic system location; location, APR 10 2023 (2.) Floor plan labeling ALL rooms within b ' HEALTH DEP7; (all existing and proposed)— uilding Note:Floor plans not required for decks,sheds, windows,roofing; (3.) If necessary, Title 5 application signed by licensed ' with fee. Installer REVIEWED BY: DATE: 49- d COMMENTS/CONDITIONS: PLEASE NOTE Hew zmoe Ft-eyo1- 7 _ # i. ileit,/ 614.mite-/ ce 1 tAftprostagrim A WC (27min'e :o Wood Construction in High Wind Areas:4 10 mph W!JU'Zone 4 ..i. 1 Or Massachusetts Checklist for Compliance (78C CMR 5301.2.1.1)1 • t Ri Check - ire 12- ....— Compliance 1.1 SCOPE Wind Speed(3-sec.gust) 110 mph ____ Wind Exposure Category B _ 1.2 APPLICABILITY Number of Stories Fig 2) .- 2,- stories 5 2 stories _ Roof Pitch Fig 2) b/2. 1?-s 12:12 _ Mean Roof Height Fig 2)................-..._.....................4....,.,.. ,, ft 5 33' _______ Building Wdth,W Fig 3) , ft 5 80' _.../.•._. Building Length,L (Fig 3) ,..-P ft S 80' — Building Aspect Ratio(UW) (Fig 4) it t 5 3:1 Nominal Height of Tallest Opening2 .........._....,_........, f ig 4) 4-54 s 6'8" ---- — 1.3 FRAMING CONNECTIONS General'compliance with framing connections (Table 2) 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete . — Concrete Masonry --- 2.2 ANCHORAGE TO FOUNDATION•,-.- pieuvroge-te -°-°Xi 5T 5/8"Anchor Bolts imbedded or 5/8 Proprietary Mechanical Anchors as t 7 oltemative m crqe only 4 _ • Bolt Spacing-general 'Ir---/-I. (Table 4) tiv obt-ts-t...p n (40o in. Bolt Spacing from end/joint of plate (Fig 5) I -41-2- in.5 6"-12" — — Boit Embedment-concrete (Fig 5) j_.in.a 7" Bolt Embedment-masonry (Fig 5) -- in.k 15" — Plate Washer (Fig 5) a 3"x 3"x1/." — 3.1 FLOORS Floor fratning member spans checked (per 780 CMR Chapter 55) Maximum Floor Opening Dimension (Fig 6) .../Aa.ft 5 12'or L/2 or W/2 ---- Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) -ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Wails or Shearwall................I(Fig 8) - ft S d Floor Bracing at Endwalls (Fig 9) — Floor Sheathing Type (per 780 CMR Chapter 55) „ J.-, ' Floor Sheathing Thickness (per 780 CMR Chapter 55) >.if- in. Floor Sheathing Fastening (Table 2)..jr_d nails at 4 in edge/13 in field I — 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) 116 ft 5 10' Non-Loadbearing walls 1.--- Fig 10 and i'able 5)............._.......- ft 5 20' Wall Stud Spacing Fig 10 and Table 5) _Win 5 24"o.c. Wall Story Offsets Figs 7&8) --ft s d ---- — 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing wails able 5) 2x411"-I_Oft - in. Non-Loadbearing walls able 5) 2x 448-ft 5....in. Gable End Wall Bracing' Full Height Endwall Studs (Fig 10) — _ WSP Attic Floor Length (Fig 11) ft aW/3 Gypsum Ceiling Length(if WSP not used) (Fig 11) t4tS_ft a 0.9W 2 x 4 Continuous Lateral Brace 6 ft.o.c. .. (Fig 11) --..-. - - 72.,:.•_.:a-cc. -7-va:e IT @ , I - _ . I.4.4 .. IZI" 1AT 41,& • Zli ''‘::•i7., 4",3 r.,-r- ,..e a.: 34- officl MICHF1 F -e 4 7,4)Z:1"- - I f,I 0 STRUCTURAL --s C...- t...) co • . NO 34774 0/lif i . 140.94b/sTEOP e ' ONAL myvyr"...." rux-r.... .......„ ,-., - 4 • (y &et I tAit P.bCvcr_ .er)1°- y 14'14- , , crtin i A ik•r ft; /;,/ood Constry.ceon in Elkiz ;//ineil Area's: i i 5.inp)1 'f;/:ma.Zas:e --7 te• efLC 4( - Massachusetts Checklist to Compliance f78_,._i'„, -Viii 512,:.2.1.:- - ..r.,.-11„.„ig.te. s Loadbearing Wall Connections 't GAY"- 7 .Lateral(no.of endnailed 18d common nails)........ < able 7)......... ..................... ................. --Z- . Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails) rrable 8) Load Bearing Wall Openings(record largest opening but clieck all openings for compliance to Table 9) Header Spans • (Table 9) , ' in.5. 11'Sill Plate Spans i(Table 9) ,. . ft in.s 11' Full Height Studs (no.of studs) • able 9) re°14., --- (i ) ____ Non-Load Bearing Wall Openings(record largest opening ,ut check all opianing&for,c9m fiance to Table 9) Header Spans. able 9) r‘-^N ft in.s 12' ____ Sill Plate Spans.... able 9) ft .in.S 12" Full Height Studs(no.of studs) able 9) (r . „• ) Exterior Walt Sheathing to Resist Uplift and Shear Simulta eously4 ‘ Minimum Building Dimension,W .....r.4R. Nominal Height of Tallest Opening2 1 `-'' &6 " Sheathing Type (note 4) Jj 5 Edge Nail Spacing 15T-Cofw•ii*. • able 10 or note 4 if lass) ......f!. , .....A. in. Field Nail Spacing able 10) n. • Shear Connection(no.of 16d common nails) able 10) , rj• Percent Full-Height Sheathing (Table 10) --,.Aja ,,,,-.*.... ...t2.S ... .,,,,5%Additional Sheathing for Wall wi h Opening>68"(Design Concepts).t...!.....-23,.. Arid Maximum Building Dimension, L t WiPt-e ILY. Nominal Height of Tallest Opening2 A* (gob Sheathing Type (note 4) ,er- ,•t....„, , ...yt-i-e -- Edge Nail Spacing (Table 11 or nate 4 if less).4.77".1,.1o. 4...-7 in. ' 1' Field Nail Spacing (Table 11) 2- 'fli Shear Connection(no.of 18cf common nails)(Table 11) — _ , Fr ____ •Percent Full-Height Sheathing. able 11) 2,43, 1 0 0 got z jto. . ,_ _5%Additional ebeathing for Wall wi h Opening>6'8"(Design Concepts) sr 3rilf* ' 22.4- Wall Cladding use- A I. A ro r—wc_911,--7-1 - , Rated for 1Afind Speed? 5.1 ROOFS Roof framing member spans checked?...............,.. For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang (Figure 19) .i.-2--ft s smaller of 2'or U3 --- Truss or Rafter Connections at Loadbearing Walls - t Proprietary Connectors WIC. 8 flitri - Uplift - 6 ' (Table 12) U= ". it 4A Lateral ,(Table 12) L= WAY. Shear l(Table 12) S= b Ridge Strap Connections,.'1 ,. -. tiOnot s.&„:1,per page 21.. .. (Table 13)......... T= -- L 517ki 9) Gable Rake Outfooker ' Figure 20) lik ft s smaller of 2'or Truss or Rafter Connections at Non-Loadbearing Wall Proprietary Connectors I Uplift (Table 14) U= -commonlb. ), ----.: Lateral(no.of 16d nails).., . / able 14) L= lb. _ Roof Sheathing Type <per 780 CMR Chapters 58 and 59)... Roof Sheathing Thickness _,„ in.a 7/16"VSP Roof Sheathing Fastening (Table 2)..nacii:..42...4..iyes..it>0.61e.t.ki,_ Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness, pressure treated#2-grade. /Z-022 - i S7 F . I CUDILO ri"% f/di — 8 STRUCTURAL i-i; :2,4. I No 34774 16'94'n 4.010 -isrEc* .4.‘ 6'$/oNAL BAG ,4 a t. f Irv. W5P Eti&E,---- -1,• fi rll ytt ,If?. Ni N t,Tye E i 5 ___)i 1 1 14__ *612_467011: --fir r : 1 c' , i_ 54144X-1 1 I WItoP < N Pt. 0 i ''"I.: — 4 ■ t___.... ....__________ _____ ...____ ___ _______ ___.... . _____ _ Wood Structand Partslisionte tnbrinum thickness of 7/16"sod be moaned as follows: i. Panels shall ballooned with s parallel to stalls - ii.iii All j n maw that and bet ailed tom, kV '�`gallstnsh ll be soplasm and tooalcanbap the do uble iv. Oa two gory CONIblialli.toper plate and to bald joist st panels stall be tmaeln d to the toP: ber of�e pone‘Upper t.afbwterbend double and lower attadagt al mode - floor g. p°t l be node to ed joist ed v. Hochman&nl at doable .Platck band joint►riald akders staggared a 3 incbesais..ca terper! below:Vcttiad and Anil be s doable tow of 8d tilibog for hail Aititionent * r -- c e.4 r c r. Z t+F i • r; 1 ! y < --,70.c. ,itlx_____a, -._ t____ 1 I . i'l 1.1 t i I I LH 1. , a -2 j it 1 I � f ,tzs .! I l es , ► . { t tz , r :.-. 1 ,• 1 i i - aii 3 f I I. z 1 -_ 1.1.i ' I1 I � ae II E � el I s i i*i . :6: 1 1 i ,1.1.1 - 1 ' • ,^ _ -- 7. - bilgOD 5104)4402 , PJ ,I. WSF T tt } WSP ATTACHMENT No7 to 6&&t.�, 0 . .. 1 L QR 32ol+4T :L ' r ceps c/Lrst- ,OFNERAL NOTES-AND MATERIAL SPE IFICATIONS: (Residential MC Construction) +�ouNnATloivs SK-1 I.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information.see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psi,for a medium sand/gravel composition. Other soils encountered. contact the l:nginz.er of Record. 4 concrete: lumMinimum 28 day strength,fc=3000 psi.3;'4"aggregate,deli nevi 4su maximum ump 4". g per American Concrete Institute'Code,latest a.) Anchor bolts ASTM A307 galvanized min 5/8"diameter, 12"long,w/2-1/2"hook spaced concrete piers sr/Simpson ABU-series base.SPAT F,j)2'olc for slab-on-grade construction(i.e.Garage,Basement etc.). h.) Ail walls to have nun.244 top horizontal. "clear,to prevent shrinkageper Code Checklist or in �, e.) All walls longer than 25'shall have vertical control joint with watersiopping between wall joint. FRAMING I.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2 Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage¢20 psf Living Floor-40 psi Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Struct ujjl Steel; (as required) a. AS1'M A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4 'l'imberFrarnin a.All new timber framing:Spruce-Pine-Fir No.2 with Fb-1000psi,L=1,300000 psi,or better: b.Pressure treated timber(P.1'.) Southern Pine with Fh=1300 psi,E=1,600,000 psi,or better, c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.l..with Fb=2925 psi.E=1,900 ksi,Fv=285 psi,Fe _per par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900psi,E 1,900 ksi,Fv'285psi,Fc r--750 si 1'c ar-2 _pet•=750 psi, _p 900 psi. Note that Microllam and Parallam may be used interchangeably: psi, I. Deflection Criteria: L/480 Live Load.L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing, 5.Nletat Connectors: As manufactured by Simpson Strong:fie Co ,hall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate. Collar ties min; lx6(e, 16"o/e at top or Simpson Straps over top of plywood spaced 16"o/e b. Rafter ends to top plate: Simpson 112.5A c. Band Joist: Simpson straps at 4'o//c: CS-14R-48"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers,All nuts shall be retightened at completion of job. 7.Blocking; a,Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"olc.maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.NailinsY Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-1Od toenails ea.end,or 2-I6d end-nails ea.End d. New Flaming:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Notting Schedule: All nailing shall be in accordance with the WI,CM'fable 3.1 unless noted herein specifically. Multiple Studs 16d(ix 12"staggered a.All nails shall be common wire nails. b.Sub-bore where:nails tend to split wood. 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code. , . ..... ---............._ ,. ...,....,...,,,. COIESTRUCTIOPI DETAILS FOR THE APA HARROW WALL BRACING METHOD FIGURE I NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation - Extent of header(two braced wall segments) . .... Top plate continuity is v ---•-=-- Extent of header(one braced wall segment; . .- ... • :. . , required per R602.3.2 ''' ri-; ;11,. v v- "itit,-.."1;avirsiretttittit-witidiiiili:=str-,)i•-irsisdvrt;::rr.tirAri.dx..rorgrrxss,,vv,..xiwe..x ..,„„„„,,,,,„, ,,, ..,.m,..„. ; ,; ; ;.: ,1 ..*:-"1:,:,,,ili. .:' -`.„,.Sheothing fillet' 4-°.iii-,iiis, " " " "" •-, ; tt=needed : .t'llftliiiifiliatiArra.Viiiif 2 to 18"(finished width ., i ... ; ,. . - ,. . 44. 1# r '':16d sinker nails ,. , ,. 1•44, • Fasten sheathing to header with 8a common i;I I; ' 1 ;Tr ii, (0.148 x 3-1741 nails(0.131'x 2-1/2'1 in 3"grid porfern as shown 11.. 1; 1 447'4 ,,,,,,....`"r" -7",„ in 2 rows @,and 3"a c in oil framing(studs and sills",typt Iil i i 4,4 3"o.c." , ..,, ., ,,,, ,s „ i,-; ;; -., " 1,OGO la header-to-icit-k-stad strap - ::. i.", I ..... ,44,,,,, , tt, on both sides of opening 111 r1/ ..,,... ,.....= Max. l*i•ii We (-install on backside as shown on il'I'''. :I' 'eir ,441.044i-iiiiii, :-„;u,41,.,,.* ':1-:4. tio-°°°10:1bsfuhrdea)stdroepr- , .... on bath sides .....1 ..1 Side Elevotion,Ref,No. LSTA241 ...height , i,-,---- --,,, r. = f"14 - ISiiis ...., of opening(Ref, Na.L TA24 v.v. ... , ; ...-iii--i'''''- I.i i • l'iiff;""--I,,k4itil. ...1 l'r1,1 err"! "If panel splice is needed it shall Braced wall =';`. r ..-,is .. r , „wk..within 24'at Iheight. segment per ;;,, ;: 1 ,; Blocking is not required . .1-Yli!. ,,i th .. icicriess wood dth . lir.. ,,... .; i 1 1. ,, ,,,. ,r a' ' ,"..,.. structural panel ,,,,....... ..--.1 eight-to-wbidashe a 6:1 Nsou.osf 1:: 1.; .. sheathing example:16'min,for 8'height, per table i.;.; 11 20'for 10'height,etc R502.5(18.2) (; i i rn. rr , . '' '' 1 ',4,` :' ,•-•'' Min. 2"x2"x3/16' plate washer att_if. Anchor bolt per R403.1.6 Typ. --- ' - Foundation per code Not to scale 'Or other cade-recagnized fasteners providing lateral resistance equal to or better than the prescribed nculs it.nr,,si, ts,iI ,r4, r...7, ,i,C 11 ,,ai:::lii ;C:Illit;litli:, h.,e V,..,,,.. +cr.a..,t, FIGURE 2 .i.si,ri,..; „o„,is ,ri ifie : ir 0, .,,,. ,,,,..,:,t tiesigne: shatait attirr....,Iti- Alla': ,ik' EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5) •,.:,.. ,..-,-dli,Arc nes-essArs is, )rov;att,r , .zro,1,, ....sid its;it irir..sirtg,:..tv,".or.46:,i,.:1:ti,e- rus*,Alre. , At corners,connect the -1.--; -----" -"--r-- - -- - - --= i ' two walls together as — 16d nail at 12 o.c. • i i outlined in this detail to :1 I' :-''`i ' provide overturning - Orientation of stud may vary ' - Gypsum,when required, .; • installed in accordance with IRC Chapter 7 - - Wood structural panel .„,...-- se mei _ S(-- 2---* • 6 May 1, 2023 Reference: Residential House Addition at 1 Windswept Path, Yarmouth Port, MA Letter of Structural Analysis of Support Headers and Frost Wall S. Footings for Proposed Addition to Residential House The following is a summary of the structural analysis and design calculations for header framing for proposed 2nd floor framing above the living room and frost wall &footings at the family room per design plans for proposed additions at the above referenced residential property: STRUCTURAL ANALYSIS AND DESIGN RESULTS: Live Loads per Massachusetts State Building Code, 9th Edition: 40 pounds per sq ft (psf) Residential live Load and 30psf Ground Snow Load 1. Headers above living room and sitting room: • LVL Headers: Versa-Lam by Boise Cascade with a reference design value of 3100 psi Fb, grade 2.1 E. 5 1/4"x 14" LVL header with maximum span of 13'-1"and 3 1/2"x 9 1/2" header with maximum span of 7'-0". Each header is supported on 6x6 posts at each end. • End posts shall be supported in the basement by a 3 1/2" diameter lally column on 2ft x 2ft x 10" thick concrete footing. • Multiply header fasteners shall be 2 rows of 5" long (for 3 ply header) &3 3/8" long (for 2ply header) TrussLok fasteners at 16" on center (do not stagger) • Fastening schedule for other items per IBC 2015,Table 2304.10. 2. Frost wall & footings at family room: • 8" thick concrete frost wall on 1'-8"x 10" thick concrete footing at 4'-0" below grade frost depth with 3- #4 continuous reinforcing steel. Footing on undisturbed subgrade with a presumed allowable bearing pressure of 2,000psf. Concrete shall be of 3,000psi minimum compressive strength. If you have any questions, please do not hesitate to contact me. BY: Robert Njoroge, P.E ,r: Structural Engineer * ROB T s 220 Smith St#1 NJOROGE 'AL Lowell, MA 01851 Tel: (978)-996-5898 4irr�„�,..f Email:rgaturu@mails f:. • +t 9 om " ,►11'.#'sip r Encl: Markup sketches and details v I I� ` I I I --+ 1 1 - I 1 ••• _II O I I 1 1--- 0 0—L1 11--- Z O F W w H x?t . U J Y r y Oz N Y a Z< u0 1 gw� \., m 1 owac�a O LLW� O 0 CC CC0 C.) 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