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HomeMy WebLinkAboutBLD-22-005168 \............-- , __..... , ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department r, 'oF --1146 Route 28, South Yarmouth,MA 02664-4492 RECEIVED 508-398-2231 ext. 1261 Fax 508-398-0836 I. Massachusetts State Building Code, 780 CMR o.� e ii flun \- ;g PE rmit Application To Construct, Repair, Renovate Or Demolish .MAR 14 a One-or Two-Family Dwelling u!WING DEPARTMENT This Section For Official Use Only fly _ Building Permit Number: g - C1-Ot)Si W Date Applied: 3—Ili -?N eZ Building Official(Print Name) S ature Date '/ SECTION 1:SITE INFORMATION j3lt)C K 1.1 Property Address: m ( 1.2 Assessors Map&Parcel Numbers 3 1.1 a Is this an accepted street?yes 17 no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: l l FurnlL rorn ( v?U Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) `flt Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided L'Cj d 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system A �Z�'' I Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' co e 2.1 Owner'of cord: 1-2jC1361 Mollie ArUn 5C G,uW\ mC G2Pc9q Name(Print) City,State,ZIP / �{l'-1 L(vIc Poi(' DC Sot-'1?Gr1� No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 1 Repairs(s) 0 Alteration(s) k Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other ❑ Specify: Brief Description of Proposed Work2: pi-D !7 Yv\t(-y 42_00 i n •C c1O►n`1 u P 1%. UAL 14v-vC-) OTC SECTION 4: ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 1 c..)--tom. '1. Building Permit Fee:$�fo� Indicate how fee is determined: AI Standard City/Town Application Fee 2.Electrical $ 2,5c0 ❑Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 66 4. 1.--('L List: t 4.Mechanical (HVAC) $ Qi W,�\ 5.Mechanical (Fire $ Total All Fees:$ I Suppression) Check No. Check Amount: Cash Amo t: _ 6.Total Project Cost: $ \N. V 44 0 Paid in Full 130 Outstanding Balance Due: 0 5 C immoir ."( 11111"1° 4 • 4 Cs (s. SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) (.�5 Q 60 S Z�Z -' a C h c( License� ITl,GI �� - Number Expiration Date Name of CSL Holder C ‘d ono\ i 51-- List CSL Type(see below) No.and Street Type Description SO -Vh % Unrestricted(Buildings up to 35,000 Cu.ft.) V R Restricted l&2 Family Dwelling City/Town,State,ZIP M Masonry Inok. 3 a(p( RC Roofing Covering WS Window and Siding _ o A i 7 J(� h��� SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 4.11 e(lo ' CLvl SI W tl0kg HIC Registration Number Expiration Date HIC Cortipany Name or HIC Registrant Name `1Z 6l1 MaAN Sr vs Itand Street Email address c rnCA. 6�n[, 50g 7 74, 371v 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 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 rn tC ?_ . 1 I'i to act on my behalf,in all matters relative to work authorized by this building permit application. M Prg e Cokry rJ `)119112.0 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. Iv\AP-e C.PrQo Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (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" �- -Roams'.0111110,6"1111M4 I �� The Commonwealth of Massachusetts L Departmgnt of Industrial Accidents =L•- 1 Congress Street, Suite 100 _' •I Boston, MA 02114-2017 ..S�NI •`�� www.mass.s ov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): rn( c‘ Q. Co ro A Address: Lk 1 Lk l (rc\ Q orN, L City/State/Zip:So \Gk.1 moth't'� 1'1G Phone #: 5 $ ei 7 (1 I Y I Are you an employer?Check the appropriate box: Type of project(required): l.❑I am a employer with employees(full and/or part-time).* 7. ❑New construction ?❑I am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp.insurance required.] 8. El Remodeling 3. I am a homeowner doing all work myself. [No workers'comp. insurance required.]t 9. ❑ Demolition 4.1 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Building addition /ensure that all contractors either have workers'compensation insurance or are sole proprietors with no employees. 11.E Electrical repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 17'❑Plumbing repairs or additions These sub-contractors have employees and have workers'comp.insurance.: 13.El Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14• Other 152,§I(4),and we have no employees. [No workers'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. 1Contractors 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: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: L i(y LOYtj Pond 01 SLI ke ry1 City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL Q c. 152, §25A is a criminal violation punishable by 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. 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: '"\CJ Cu/' (/Y(\ Date: Phone#: 5 O(f--? 7 ( 7 Cr 1 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: 1 t q • _- 1.. 3 - TOWN OF YARMOUTH C BUILDING DEPARTMENT O y 1146 Route 28,South Yarmouth,MA 02664 "4a,,,,; ,C& 508-398-2231 ext. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at L-1+(-1 cti i>r "1 car vvv Work Address Is to be disposed of at the following location: \)(,,i Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Signature of Application Date Permit No. R 1 Pair111.43 VIGIAM 6.11' 1..illYttf.a9iD PPGifar4i:.9,15a. F.i:Or.r0;) fr..*(q.14. ..+J • MICHAEL A HEALY 72 OLD MAIN ST SOUTH YARMOUTH MA 02664 //11 ) • Corn rtik;.fs,i0rior /, ;05 • 2021 3: 00PM Lovelette Insurance Agency No. 3742 P. 1/1 C ® DATE(MMIDD/YYYY) A CC CERTIFICATE OF LIABILITY INSURANCE 02/032021 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()es)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 John McShera Marshall K Lovelette Insurance Agency Inc (HONE 508)775 4559 FAx 396 Main St IAIC.No.Ext): INC,No):(508)775-4577 P West Yamouth,MA 02673 E-MAIL ohn loveletteins.com ADDRESS: @ INSURER(S)AFFORDING COVERAGE NAIC it INSURER : Nautilus Insurance Company 17370J INSURED Healy Brothers Construction Corp INSURERS: 72 Old Main Street South Yarmouth,MA 02664 INSURER C INSURER D: 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. IN SRTYPE OF INSURANCE IINNSO W DL VD POLICY NUMBER R POLICY EFF POLICY EXP LIMITS / IhpYVODIYYYYt ,IMMIDDIWW) A V COMMERCIAL GENERAL LIABILITY NN1127580 01/09/2021 01/392022 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR DAMAGE r0 RENTED 100,000 PREMISES(Ea occurrence) $ MED EXP(Arty one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PO- POLICY JEo LOC PRODUCTS-COMP/OPAGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE OMIT $ (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 $ CED RETENTION$ $ WORKERS COMP_ENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXEaJTIVE N/A E.L.EACH ACCIDENT $ OFFICER/MEMBfR EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ I(yes,desaibe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS(LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Mane Goren ACCORDANCE WITH THE POLICY PROVISIONS. 14 Angus Ave South Yarmouth,MA 02664 AUTHORIZED REPRESENTATIVE ?Ark cisk\tx.c:02.A61‘.00\._ @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Sears, Tim From: Sears, Tim Sent: Monday, March 28, 2022 9:34 AM To: gushealy@hotmail.com Subject: 414 Long Pond Dr Gus, I have r iewed your application for the addition, and there are some items needed; Health Department sign off(under review) Vi This structure has nonconforming setbacks, and will require relief from the Zoning Board of Appeals to raise the height. Please submit these items for review Timothy Sears C.B® Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@varmouth.ma.us k 0 Conservation Office Town of Yarmouth kgrant(a�yarmouth.ma.us Conservation Commission Building Permit Sign-off Application TO BE FILLED OUT BY BUILDING PERMIT APPLICANT: Building Site Location: LA ►L\ v.,* -N=3 r S L `G. r N(v-sc.)k Map # Lot(s)# Property Owner: N C-t.,r CSA _ Date filed: '3 *Applicant: N r C n Applicant Address: fit\ ov-yr-1 ,n-A s Email: IBC t4YZr,,r1 ificio C U r17 Telephone: J OB / 7 El Proposed Project Description: i v, v p t er-m< coo Site Plan Title/Date: "kr 0( /avlr/' 4/4 fAc7ny A9,011oo `�v� gSC�vr,U7O - 2////2 . TO BE FILLED OUT BY CONSERVATION ADMINISTRATOR:11 Does the proposed project require a permit?_ NLi Q-do/' fi 01i f L %6© Refer to: SE83- or DOA permit Comments from Conservation Commission: Approved Conditionally Approved Rejected Conservation Commission Sign-off Signature: Date: all /.2:7 *TO APPLICANT: All work-related debris shall be taken offsite or disposed in a legal upland location. At the end of each day, the area shall be clean and no debris shall be in the Resource Area. If work is permitted under an Order of Conditions, please arrange a pre-construction site visit with the Conservation Administrator. At the time of site visit, the MassDEP File Number sign must be installed, along with the erosion control/work-limit line. A copy of the Order of Conditions must remain on-site during construction. Please refer to the Order of Conditions for further details. f!:k 3 5283 F' 33; 3891.3 f 08-01—20 22 a '_'3 = 1 51,, i.YA COMMONWEALTH OF MASSACHUSETTS ' TOWN OF YARMOUTH , ._:, BOARD OF APPEALS e4 . Petition#: 4957 Date: July 29, 2022 Certificate of Granting of a Special Permit (General Laws Chapter 40A, Section 11) The Board of Appeals of the Town of Yarmouth Massachusetts hereby certifies that a Special Permit has been granted to: Marie Caron 414 Long Pond Drive, South Yarmouth,MA Affecting the rights of the owner with respect to land or buildings at: 414 Long Pond Drive,South Yarmouth, MA; Map#: 69; Parcel#: 37; Zoning District: R-40; Book/Page: 30876, 123 and the said Board of Appeals further certifies that the decision attached hereto is a true and correct copy of its decision granting said Special Permit, and copies of said decision, and of all plans referred to in the decision, have been filed. The Board of Appeals also calls to the attention of the owner or applicant that General Laws, Chapter 40A, Section 11 (last paragraph) and Section 13, provides that no Special Permit, or any extension, modification or renewal thereof, shall take effect until a copy of the decision bearing the certification of the Town Clerk that twenty (20) days have elapsed after the decision has been filed in the office of the Town Clerk and no appeal has been filed or that, if such appeal has been filed, that it has been dismissed or denied, is recorded in the Registry of Deeds for the county and district in which the land is located and indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicant. Steven DeYoung, Chairman A TRUE COPY ATTEST: t:Mrr1C/CMC/.RawN C f:iC AUG — 1 2022 A • r %% ' TOWN OF YARMOUTH - - - BOARD OF APPEALS `='- t DECISION :ta 44 44,„�', . FILED WITH TOWN CLERK: July 8, 2022 PETITION NO: 4957 HEARING DATE: June 9, 2022 PETITIONER: Marie Caron PROPERTY: 414 Long Pond Drive,South Yarmouth, MA Map 69, Parcel 37 Zoning District: R-40 Title: Book 30876, Page 123 MEMBERS PRESENT AND VOTING: Chairman Steven DeYoung, John Mantoni, Richard Martin, and Jay Fraprie Notice of the hearing has been given by sending notice thereof to the Petitioner and all those owners of property as required by law, and to the public by posting notice of the hearing and publishing in The Cape Cod Times,the hearing opened and held on the date stated above. The petitioner, Marie Caron seeks relief pursuant to By-Law §104.3.2 (2) or pursuant to Table §203.5 in order to increase the height of a pre-existing nonconforming structure for property located at 414 Long Pond Drive, South Yarmouth, MA which property is in an R-40 zoning district. The petition was well presented by Ms. Caron and her representatives. Essentially, the project seeks to bring balance to the streetscape while increasing deliverable square footage.The Board members were in agreement that the project would be done tastefully,be appropriate for the neighborhood and cause no undue hazard,nuisance nor create any additional traffic flow. Several Board members felt that the shed on the existing lot needed to be moved as it actually encroached on the abutting lot. It was explained the encroachment was not intentional and occurred as a result of there being an unused easement along the westerly border of the property.No new exhibits were produced at the hearing. No one spoke in opposition to the petition. Tom Pendleton, 420 Long Pond Drive, an interested party, spoke in favor of the petition. Meeting the criteria for a Special Permit,a motion was made by Mr. Martin, seconded by Mr. Fraprie.After discussion, a roll call vote was taken which resulted in all members being in favor of the grant of a Special Permit on the condition that the shed be moved onto the petitioner's lot and not be closer than 2 feet from the neighbor's land. After the grant of the Special Permit, a motion was made by Mr. Martin, seconded by Mr. Fraprie, to allow the withdrawal of the request for relief by Variance, such withdrawal to be without prejudice. A roll call vote was taken and all Members voted in favor of this petitioner's request. A TRUE COPY ATTEST: - Mr. Mantoni: AYE WWRee fili, ,/ ,,/434 •:MMC I CMC/TOWN CLERK AUG - 1 2022 - Mr. Fraprie: AYE - Mr. Martin: AYE - Chairman DeYoung: AYE No permit shall issue until 20 days from the filing of this decision with the Town Clerk. Appeals from this decision shall be made pursuant to MGL c40A section 17 and must be filed within 20 days after filing of this notice/decision with the Town Clerk.Unless otherwise provided herein,the Special Permit shall lapse if a substantial use thereof has not begun within 24 months. (See bylaw §103.2.5, MGL c40A §9) Steven DeYoung, Chairman CERTIFICATION OF TOWN CLERK I, Mary A. Maslowski, Town Clerk, Town of Yarmouth, do hereby certify that 20 days have elapsed since the filing with me of the above Board of Appeals Decision #4957 that no notice of appeal of said decision has been filed with me, or, if such appeal has been filed it has been dismissed or denied. All appeals have been exhausted. TtAta Tudibt,44 Mary A. Maslowski AUG - 1 2022 A TRUE COPY ATTEST: Tta#24 ).W141;);t4t-> SARNSTARLE RLOSTRY OF DEEDS CMMA CMG(TOWN CLERK John F. Meade, Register AUG - 1 2022 ot..Y'1>rr TOWN OF YARMOUTH 41 Ac HEALTH DEPARTMENT S' ,_ liti%;.5 PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: br Building Site Location: Lp L LotG 13,, r1ii S . (, (Aie 1 Proposed Improvement: ._,p l n v p 0(. cI 1✓) c `1--14 v . I 12 6 c w\ Applicant: 'VExr I e C a TU 0 Tel. No.: Sc . 77LI-2 FS1 i ` Address: �--' iq by-IGA - o}_c1 {--J v. Date Filed: 3 jy I ZZ--- **lfyou would like e-mail notification of sign off please provide e-mail address: S.11 U- •rc l oc d1 7cf? & (C Wt c S f'/U e T Owner Name: iiV ( f e (ti( r0/7) Owner Address: Owner Tel. No.: RECEIVED MAR 14 2022 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPT. I1EALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; /` - (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: 7 DATE: , --1l7 , - ' ' 7 PLEASE NOTE COMMENTS/CONDITIONS: Fe-- , ri-r s �.' k . .- S�»c /U j'e-- , 7 ., REScheck Software Version 4.6.5 RECEIVED arlh Compliance Certificate [ MAR 152022 BUILDING DEPARTMENT By Project 2nd Floor Addition Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Location: South Yarmouth, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 414 Long Pond Dr Marie Caron S Yarmouth, MA 02664 414 Long Pond Dr S Yarmouth, MA 02664 Compliance: Passes using UA trade-off Compliance: 1.5%Better Than Code Maximum UA: 203 Your UA: 200 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value U-Factor UA Perimeter Ceiling 1: Cathedral Ceiling 1,870 38.0 0.0 0.027 50 Wall 1: Wood Frame, 16" o.c. 1,540 21.0 0.0 0.057 76 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low-E 124 0.300 37 Door 1: Glass 80 0.300 24 Floor 1: All-Wood joist/Truss:Over Unconditioned Space 380 30.0 0.0 0.033 13 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 2nd Floor Addition Report date: 03/15/22 Data filename: Untitled.rck Page 1 of10 ci. REScheck SoftwareInspection VersionChecklist 4.6.5 Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section I Plans Verified i Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable 420, Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]z on loads calculated per ACCA Cooling: Cooling: v; Manual J or other methods ❑Not Observable Btu/hr Btu/hr approved by the code official. ❑Not Applicable 103.1 Solar-Ready Roof: New detached ❑Complies [PR4]1 one-and two-family dwellings, ❑Does Not and multiple single-family dwellings(townhouses)with >= ['Not Observable 600 ft2 (55.74 m2) of roof area ❑Not Applicable oriented between 110 degrees and 270 degrees of true north comply with sections AU103.2 through AU103.8 (RB103.2 through RB103.8). Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2nd Floor Addition Report date: 03/15/22 Data filename: Untitled.rck Page 2 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 1303.2.1 A protective covering is installed to ❑Complies l[FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2nd Floor Addition Report date: 03/15/22 Data filename: Untitled.rck Page 3 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value I Complies? Comments/Assumptions & Req.ID 403.6 Each dwelling unit of a residential ❑Complies I[FR19]z building provided with ❑Does Not continuously operating exhaust, supply or balanced mechanical ['Not Observable ventilation that has been site ❑Not Applicable verified to meet a minimum airflow per Section N1103.6. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: 2nd Floor Addition Report date: 03/15/22 Data filename: Untitled.rck Page 5 of10 Section Plans Verified Field Verified Insulation Inspection I Value Value ( Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]z or the installed R-values ❑Does Not provided. ['Not Observable ❑Not Applicable i303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not [Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ww underside of the subfloor, or floor [Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R-_ ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass [Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel [Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: 2nd Floor Addition Report date: 03/15/22 Data filename: Untitled.rck Page 6 of10 • Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.1.1.1, Ceiling insulation installed per ElComplies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ENot Observable ❑Not Applicable 401.3 Compliance certificate posted. EComplies [F17]2 ['Does Not ❑Not Observable ❑Not Applicable 402.1.1, Ceiling insulation R-value. R- R- EComplies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ENot Observable 402.2.E[FI1] ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- EComplies [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. [Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ENot Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to [Not Observable code specifications. ENot Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not [Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat EComplies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ENot Observable temperature based on outdoor ❑Not Applicable temperature. 403.3.2.1 Air handler leakage designated ❑Complies [F124]1 by manufacturer at <=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2nd Floor Addition Report date: 03/15/22 Data filename: Untitled.rck Page 7 of10 • Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID _ 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ft2 ft2 ElDoes Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. Post- construction or rough-in testing and verification done by a HERS Rater, HERS Rating Field Inspector, or an applicable BPI Certified Professional. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 EDoes Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ElNot Applicable occur during Framing Inspection. 403.5.1 Circulating service hot water ❑Complies (F111]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ['Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [F12912 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ['Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2nd Floor Addition Report date: 03/15/22 Data filename: Untitled.rck Page 8 of10 Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.5.4 Drain water heat recovery units ❑Complies +[FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ['Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.6.2 Installed performance of the ❑Complies [FI32]3 mechanical ventilation system ❑Does Not tested and verified by a HERS Rater, HERS Rating Field ❑Not Observable Inspector, or an applicable BPI ❑Not Applicable Certified Professional, and measured using a flow hood,flow grid, or other airflow measuring device in accordance with either RESNET Standard Chapter 8 or ACCA Standard 5. 403.6.3 Ventilation devices and ❑Complies [FI33]3 equipment are tested and ❑Does Not certified by Air Movement and Control Association ("AMCA") or ['Not Observable Home Ventilating Institute ❑Not Applicable ("HVI") and the certification label is afixed to product. Where multiple duct sizes and/or exterior hoods are standard options,the minimum size shall not be used. 403.6.4 Sound ratings for fans used for ❑Complies [FI34]3 whole building ventilation are Does Not rated at a maximum of one sone. ❑Not Observable 'Not Applicable 403.6.5 Owner and the occupant of the ❑Complies [FI35]3 dwelling unit provided with ❑Does Not information on the ventilation design and systems installed, ❑Not Observable including instructions on the ❑Not Applicable proper operation and maintenance of the ventilation systems.Ventilation controls shall be labeled with regard to their function. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2nd Floor Addition Report date: 03/15/22 Data filename: Untitled.rck Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 1403.6.6 All ventilation air inlets are ❑Complies j[FI36]3 unobstructed and located a ❑Does Not minimum of 10 feet from other vent openings that constitute El Not Observable known contamination sources. ❑Not Applicable Outdoor forced air inlets are covered with rodent screens..A whole house mechanical ventilation system does not extract air from an unconditioned basement unless approved by a registered design professional. Where wall inlet or exhaust vents are < 7 feet above finished grade in the area of the venting an identification plate is permanently mounted to the exterior of the building at a >= 8 feet above grade directly in line with the vent terminal. 404.1 75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage [Not Observable lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2nd Floor Addition Report date: 03/15/22 Data filename: Untitled.rck Page 10 of10 c...4 780 C M R 51 .00 : Massachusetts Residential Code, 9th Edition, Energy Efficiency Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.0)0 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 Door 0.30 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments • • ./% eat,coosumer y s,ge•inase Aesui tfion HOME IMPROVEMENT CONTRACTOR TYPE:Individual Registration Expiration 173878 04/22/2023 MICHAEL HEALY MICHAEL A.HEALY 72 OLD MAIN ST -•• a•�a��g r SOUTH YARRMOUTH,MA 02664 Undersecretary Gf'rs°I.) P-P 1¢. Gg N t, PAD , . 1hi-M�i- /4k I Z� S-r, C G Guide to Wood Coi:strafr-`io:- ,l. High Wind Areas:J 1 c mph W n£Zone r b� MasSachusctts Checklist for Compliance (78c �53ct.2.l.l)` Q Check ______7(j A -* Compliance 1.1 SCOPE - Wind Speed (3-sec. gust) 110 mph Wind Exposure Category 4" G $ 'I.t APYLICABILITY • 0 ---1 flu ber of Stones (Fig 2) - 2 stones s 2 stones ( Rodf Pitch (Fig 2) I j2.i7� 12:12 N Mean Roof Height • (Fig 2) w ft <_33' > N Building Width, W (Fig 3) 3� ft <_80' u7 Building Length, L (Fig 3) ft <_80' LL!: ' Building Aspect Ratio (LNV) (Fig 4) � (5 3:1 V oC Nominal Height of Tallest Opening2 (Fig 4) ��<_6'8" Q . LU '. 1.3 FRAMING CONNECTIONS ce Cie ral compliance with framing connections (Table 2) 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 ' Concrete - Concrete Masonry - C — 2.2 ANCHORAGE TO FOUNDATION1'3 5.-17 v�iyy N .51 F ►J ( vi� 446~ (jaN(, StDta• 5/8"Anchor Bolts imbedded or 5/8" Proprietar Mechanica Anchd'PSras an alternative in concrete only., D7s Bolt Spacing-general . ` (Table/0(Table, / LtS in. SN4'it-T Sl Bolt Spacing from end/joint of plate (Fig 5) .(p'/2- in.5 6"- 12" — Bolt Embedment-concrete • (Fig 5) j_in. >_7" — Bolt Embedment-masonry (Fig 5) - in. >- 15" Plate Washer (Fig 5) >3'x 3"x 1/a" 3.1 FLOORS d Floor framing member spans checked (per 780 CMR Chapter 55) Maximum Floor Opening Dimension (Fig 6) �jbft 5 12'or U2 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 <_d Maximum Cantilevered Fioor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) -ft <_d Floor Bracing at Endwalls (Fig 9) Floor Sheathing Type l(per 780 CMR Chapter 55) / ' Floor Sheathing Thickness j(per 780 CMR Chapter 55) 14 in. Floor Sheathing Fastening j(Table 2).. "d nails at tP in edge/ /Z in field 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) L DD ft 5 10' Non-Loadbearing walls (Fig 10 and Table 5) Lla';y'ft <_20' Wall Stud Spacing (Fig 10 and Table 5) in. 5 24"o.c. Wall Story Offsets (Figs 7&8) ft s d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x L�ft - in. — Non-Loadbearing walls ,(Table 5) 2x .4-.jg' ft 5 in. Gable End Wall Bracing'' Full Height Endwall Studs 1(Fig 10) WSP Attic Floor Length ,(Fig 11) _ ft>_W/3 Gypsum Ceiling Length (if WSP not used) (Fig 11) , j ft>0.9W 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11) Hof ° :°cey ;Flo 13 and Table 5; 6. L ,SALC i t ��P`Z MA '^e ..c.,.,... c.^.nn nncr..nails) ,.aD:e n; Q MICHELE ti� o / /7i0 Z2 7y CUDILO G�/"J'� D� E STRUCTURAL E„ //�/(/��� J`y� / `' No 34774 3 Q !2,2_ 9 O 2 9)0,c,vG/STEP�\�" cSs'ONAL e\? . • C/F'RJ ,4p -S P .fir ` t 4-- lev K& rb-13 DJ Y`' fift4-16 J 11-r )) Pr Z J s�'.}�bD�t ,z $- de to Wood Cgnstr fiction in iiig: i� n ArefIS: JIG nipin WindZone e `� Ma a usetts Checklist for Compliance (78�: C_�'!R 5301.2.;:.)" - v t Loadbearing Wall Connections Lateral (no.of endnailed 16d common nails) (Table 7) - Non-Loadbearing Wall Connections 2,- Lateral (no.of endnailed 16d common nails) (Table 8) Lcad Bearing Wall Openings(record largest opering but check all openings for compliance to Table 9) Header Spans (Table 9) _ft_in. <_ 11' Sill Plate Spans (Table 9) . . ft in. s 11' Full Height Studs (no. of studs) (Table 9) Non-Load Bearing Wall Openings (record largest opening but check all openin s for pliance to Table 9) Header Spans (Table 9) .. . ft-in. 5 12' '--" Sill Plate Spans.... (Table 9) ft in. <_ 12" Full Height Studs (no. of studs) (Table 9) _ Exterior Wall Sheathing to Resist Uplift and She9r Simultaneously' Minimum Building Dimension, W if Nominal Height of Tallest Opening` ) ., Sheathing Type (note 4 ,$ Edge Nail Spacing (Table 10 or note 4 if less) r' in. Field Nail Spacing (Table 10) in, • Shear Connection (no. of 16d common nails)(Table 10) Percent Full-Height Sheathing (Table 10) •"� Z(,11�i C 5%Additional Sheathing for Wall with Opening> 8"(Design Concepts) 1 4,3 rj,6• Cj Maximum Building Dimension, L �p Nominal Height of Tallest Opening2....... \ <g g Sheathing Type (note 4). Edge Nail Spacing (Table x1 or note 4 if less) . in. Field Nail Spacing (Table 11) 17,- in Sh30,0-,Fot_ ear Connection(no. of 16d common nails)(Table 11)Percent Full-Height Sheathing (Table 11) z��_ +/Fr� 5%Additional Sheathing for Wall with Opening >6'8" (Design Concepts).! �T 1 , Wall Cladding Rated for Wind Speed? r 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang (Figure 19) L?-ft<_smaller of 2' or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors �j� /t'� S p r26 Uplift � ) U= II tt Lateral (Table 2) L=-T,f4 H Z°5 /•T-- Shear (Table 12) I P.Qa.X.L;.2 - 5= ''''- ; Ridge Strap Connections, if— notgci per page 21.. .. (Table 13) T= -- Gable Rake Outlooker. (Figure 20) ft s smaller of 2' or L12 Truss or Rafter Connections at Non-Loadbearirg Walls Proprietary Connectors • Uplift (Table 14) U= - lb. Lateral (no. of 16d common nails)...(Table 14) L= - lb. Roof Sheathing Type ' (per 780 CMR Chapters 58 and 59) Roof Sheathing Thickness 7`ti, in. >_7/16"WSP Roof Sheathing Fastening (Table 2)..'S.C10a'..(�2. Z`/_ to.L ..f.. 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: C� a. Steel Straps per Figure 5 f t& /�,'�t P J l�-H,�_ Vv A't& e )S. r r . DN-Ly 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. 7,(46eiAiL (-41/ 4c'.'"'' o MICHELE ti� 3/a / Z- ;< CUDILO m o STRUCTURAL y No 3477'4 9 SSlONAL E - --act N k11.c) a e 0.c, wik E, WGE. $BSTS I Osi cil4krilipzI � - - ' ' — 1 II . 1. . , i � l I. !.; •I i•.i I 0 I ' ; 21 t 2- H I CI I Ilj {! .i . . r{ 1.I,1 11 3 A + I 4 1 li 1 ! I 1 .1:11. ( I ; O ..� I I o I4 i •ip, •� ' !.} ``� 'II { to 11 t3 I � mot-' 4cs--- I. I � 1 I i a I i i ,--------! r---- i".-, 4 44, i 1 i i I ! ` ! ; , ., 1 I i -�, 1F j 1JOOD S_illUGTOR.Pki. Nta..l. '` ( V1!SP) 51}E41-44iNla WSP ATTACHMENT ('�```, _ ;OR \ 1GALL 1Mt Q tZQWTAL A►TTA GHM *4, * 1 L&Dr eK-'Lisy- Sit- 1.� —�. — i ate 4t1.� , '' - 0'L" I. v 1. 1 Va s d -�;.� v�5P EDGE 1 I 4 eI2,t I LrtV1t tv G , ! ( i It.ITE:7.M`-GIRiE, EDGE I ! € ; 1 At�UrZ G I -J 1 Iv1 ht ,TiF. IAEME,>✓4t,TYP. 1 I I 1 ! ! I i tI 1 4, N#tl I. PNttEiLlI q > K I l i ,i 1ati li 4 1 -i --- - - �T -- . it . - i 4- PNtt.. < —T, ,- V,1 6P x_v T WSP ATTACHMENT {� lao? ;o SGJ.L e ,\ i FOR VERT• IkAtt 4kORIZ. tTTAGiliA t T NOTES. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the apper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d staggered at 3 inches on censer per figures below:Vertical and Horizontal Nailing for Panel Attachment ( L4!Lt s T — GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1.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 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi.314"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"long,wl 2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). b.) All walls to have ntin.2#4 top horizontal,2-clear,to prevent shrinkage c.) All walls longer than 25'shall have vertical control joint with waterstopping between wall joint. FRAM ING 1.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 psf Sleeping Floor 30 psf Decks and Balconies=40 psf Wind Load: Criteria usec for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM 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.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=l.300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=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=750 psi. Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_par=750 psi, Fc_par=2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. 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.Metal Connectors; As manufactured by Simpson Strong-Tie Co.shall 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"ole; Rafter to Ridge Plate: Collar ties min. Ix642 16"o/c at top or Simpson Straps over top of plywood spaced 16"olc b. Rafter ends to top plate: Simpson H2.5A 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"ole,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.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-IOd toenails ea.end,or 2-I6d end-nails ea.End d. New Framing: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.Nailing Schedule: All nailing shall be in accordance with the WFCM Table 3.1 unless noted herein specifically. Multiple Studs 16d @ 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. • CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD • FIGURE 1 - NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION Side Elevation Outside Elevation — - Extent of header(two braced wall segments) .7_ Top plate continuity is --Extent of header(one braced wall segment) --• required per R602.3.2 "�. - Sheathing filter s• . . r l: • • • r. if needed 1 • =r+r�t� -. :�:a+ 2'to 18'(finished width) — ,�; , t. .2 t 16d sinker nails (0.148"x 3-1/4") Z �—Fasten sheathing to header with 8d common ; + ;ri in 2 rows© • t nails(0.131"x 2-1/2')in 3`grid patorn as shown ;.I 3'o.c.` t,;•; •? and 3'o.c.in all framing(studs and sills)typ.' �, , ,w _ •+ , • 1,000lb.header- rift \--1,000 lb.header-to-jack-stud • strop - iej .�: ,. to-jock-stud strop on both sides of opening on both sides "' " • (install on backside as shown on ' 4 (:j3' Max. )"^ '°1 ; " a " of opening(Ref. t.,. Side Elevation,Ref.No.LSTA24) 4 ; - No.LSTA24) height �'"` Min.(2)2x4 typ. 1' - .a ':�- W ,,, Braced wall ),,, , „ If pone)splice is needed it shall segment per I M ... occur within 24"of mid-height. R602.1 per I ;, 3/8'min. • ,,,.j Blocking is not required. ., thickness wood '" 1 structural panel IM ; , rt h•. ▪ " Min.width based on 6:1 No.of= I I ; _ sheathing height-to-width ratio: For jack studs +' ▪ example:16"min.for 8'height, per table hw I ; '� ,; i 1. rM ,,.i 20"for 10'height,etc. R502.5(1&2) i,, i i I i j -Min.2"x2"x3/16"plate washer -„11_ ,1 ,, . 11 • 7 ti Anchor bolt per R403.1.6 Typ. \ Foundation per code Not to scale 'Or other code-recognized fasteners providing lateral resistance equal to or better than the prescribed nails. • Note- This narrow wall bracing segment meets tits minimum requirements for Wail bracing FIGURE 2 ,roc,t:ng;,tsds.tn the plane o: t:ie waii) :be huikung designer should determine what spe EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5) ca:c ceiatis are necessary ro provide a:omplete mail path for sing th;s bracing in the s:ructute At corners,connect the Ti 16d nail at 12"o.c. • two walls together as !�J outlined in this detail to ,; -/ • provide overturning I i / / Orientation of stud may vary restraint. j I i • 1 Gypsum,when 'required, installed in accordance ' // %/ /�i with IRC Chapter 7 I S> — Wood structural panel . • 6 ❑PTI❑N #1 HEADER SIZE ) EACH CH OF 8TOP/BOTTOM L=1'-0"TO4'-0" (1)LSTA 9 (l)SP4 (IPERSSPKING (1)A23 (I)A23 CRIPPLE STUD ,,,,- ,, d 0)0 "--- L=4'-I"TO 6'-0" (2)LSTA 9 (2)SP4 (1)SSPr tHunr•.a(1)A23 (2)A23 PER KING (q CS 16-(6)BD NAILS p )BIB TOP f (1)SSP EACH END OF STRAP L=6'-1"TO 8'-0" (2)LSTA 12 (2)SP4 PER KING PER EACH KING STUD (I)A23 (2)A23 I( icill' (SEE NOTE'4') I►�8 2 LSTA 15 (2)SPH6 (1)SSP (I)A23 (2)A23 L=8'-1"TO 10'-0" O PER KING FADE I HEADER(PER PLAN) L=10'-I"TO 16'0" (2)ST2122 (2)SPfl6 PER KING)SSP (I)A23 (2)A23 (13I1•. P OPTION #2 HEADER SIZE ® © © © © WINDOW/DOOR OPENING (p-CS 16 L=1'-0"TO 4'-0" W/(S)ID PER KING (I)A23 (I)A23 (1)H6 TOP/BOTTOM EACII ENO PER OF EACH CRIPPLE STUD (2)-CSI6 TM=L=4'-I"TO 6'-0" W/(5)ID PER KING (I)A23 (2)A23 r ImoEACH END (1)CS 16-(6)8D NAILSPADpITOiD (2)-CZ 15 SEE NOTI:'3' (I)SSP EACH END OF STRAP .PPL (I)�316 vXl --\ L=6'-1" I O 8'-0" W/(6)ED PER KING PER EACH KING STUD (1)A23 (2)A23 • 4 )I EACH END (SEE NOTE'4') _ (2)-CS 16 (I)SSP L=8'-1"TO 10'-0" W/E)ID PERKING (I)A23 (2)A23 EACH END • H D i L=10'-1"TO 16'-0" (2)ST2122 P)SSPER KING (1)A23 (2)A23 P NTES; ,� j I.HEADERS 4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER. t! 2.CONNECTORS SPECIFIED ABOVE SHALL BE ATTACIIED DIRECTLY TO 2X FRAMING MEMBERS. ..6. 40)i 3.NAIL FULL 1IE1G11T JACK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6"O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) 4.STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING. 5.DETAIL FOR WINDOW AND DOOR FRAMING ONLY.OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. 0 • • FRAMING @ WINDOW AND DOOR OPENINGS • 2tickt 6(A4f"6 fit? ,, . 6OF MASSq phG s 3�P \GN��E F� -Ply "� o G0�pNPL (I) N P � � E88 '"