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BLD-23-002697
I-I -I-Ni ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department f' .....r ... 1146 Route 28, South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 "tr Massachusetts State Building Code,780 CMR .e Building Permit Application To Consuct, Repair, Renovate Of Demolish • a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: 6 0-7i-3.-DD 2uq i Date Applied j �i1`� >P CS , \V-( Building Official(Print Name) Signature RDe C+ F ' " E D INFORMATION 1:SITE INFORATION Y 1.1 Property Address: Sntk+k 1.2 Assessors Map&Parcel Numbers NOV 15 20P 6 57 ti,I I o%J S+. Yc rr i ou.M-k LI of - a I 1.1 a Is this an accepted street?yes no Map Number Parcel Number R1111 ni Nr n pgRT t 1.3 Zoning Informations,: G 1.4 Property Dimensions: By KT vZS .�4f,c1e, fG hitl i) a5s 711 /Il�,o5 Zoning District Propose se Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required I Provided Required Provided Required Provided 30 -c+. '1/-3— c . is-et. o ci. o -Ft• 65 c t 1.6 Water Supply: (1vt.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: .g,- Outside Flood Zone? Public le Private❑ Check if yes131K Municipal 0 On site disposal system SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: 1be n►5e A Ldl,tiS 16enfi it, Sr. + 6enfi'IP_ &Obc-tJt.t,•) (0 6 O l ?O Name(Print) City,State,ZIP c n /oetY /cui 731-11.37-S5$7 L16hDi C3�'et' 0'' he.-t No.and Street Telephone mail Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 1 Existing Building ill Owner-Occupied 0 I Repairs(s) ❑ Alteration(s) lic Addition air Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work`: k i+-[_tie v, cadri/•i4 00 a vlr1 f its f nob), r€h 0 t GC. -i vu'I t p Pit'' p i ci r1 . 'R P.,.oC.�. e x f (7 e, -i o r- P ( -i. /k-e p i t j,J ,� rrt t D . N7 o v,-e_- ..e,y j c fi n i O Lt-I" door r i ri s i h cc sir. fi on . SECTION 4:ESTIMATED CONSTRUCTION COSTS. . Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ .��/ c,0 p 1. Building Permit Fee:S TkO Indicate how fee is determined: Standard City/Town Application Fee 2.Electrical $ ,5/ ° O O 0 Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 5" ao D �.11� 2. Other Fees: $ � 4.Mechanical (HVAC) $ g5 �n V List: e t-Ph.01/0 5.Mechanical (Fire $ Total All Fees:$ . . . \Th Suppression) Check No. Check Amount: Cash ount: 6.Total Project Cost: $ `"" ��0Or� El Paid in Full El Outstanding Balance e:6 0 \�` SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) Q GS- O'7al 77 6-/30/ 0,z3 �L+�Lt rC� > (�(L� License Number Expiration Date Name of CSL Holder O bQ .. _/ List CSL Type(see below) No.and Street �] Type Description r' tX(_- / /14 D 23& U t Unrestricted(Buildings up to 35,000 cu.ft.) City/Tin,State,ZIP R Restricted l&2 Family Dwelling !vt Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances eatiasi lati Telephone Email address 9 D olition 5.2 Registered Home Improvement Contractor(HIC) r�,� f a y °-7�'9 HI �I)a�a3 S�,ea_ """� � �' ��fr i =n C Registration Number Expiration Date HIC Comp y Name or HIC Registrant e n No.and Street Email ad ss ' *PI tivnocts-l1 in 0a36v 5 39. -X.355- City/Tawn, State,ZIP Telephone SECTION 6: WORKERS' COMMiPENSATION INSURANCE AFFIDAVIT(ibI.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 S f�(>,� ( .-vi e _peti j . T yt e• to act on my behalf,in all matters relative to work authorized by this building permit application. � LnuiS S.( ',file ;Se-A. 1 ////0/ 0:2. 2 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. Ed l)4rd E Print Owner's or Authorized 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 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.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" §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-223[1 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 Sc -1.4‘ conducted at (05-7 iv); 11 or.J .S�I-r z°.-I- I�GC.r'm O�.t.�'ii /1 f� Work Address rr Is to be disposed of oat the following location: th'1 o1L+`i Sail;-1-4,47.on Said disposal site shall be a licensed solid waste facility as defined by M.G.L. OA. 1 i ti'1 2-2- Signature of Application ate Permit No. The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 } Boston, MA 02114-2017 www.tnass.gov/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): �8,e{ et.J+otn £ ' p/� ,-, r ) .1_ N e Address: o 1,0 f e, 0 City/State/Zip: -pi f,/�L yrl 01,4 1i, pi O23P hone #: 5 0 a -'.3' y - F-3.5 5 t1Se Are you an employer?Check appropriate box: Type of project(required): �am a employer with (p employees(full and/or part-time).* 7. 0 New construction 2.D I am a sole proprietor or partnership and have no employees working for me in ca aci8. [+ 'remodeling an y p ty.[No workers'comp, insurance required.] 3, I am a homeowner doing all work myself.[No workers'comp. insurance required.]t 9. _ Demolition 4.—I am a homeowner and will be hiring contractors to conduct all work on my property. 1 will I0 C Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑ Electrical repairs or additions proprietors with no employees. 12.Li Plumbing repairs or additions 5.E I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp. insurance.t 13. Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per,MIGL c. 14•❑Other 152,§1(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. 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: AS3O ICE r(t E/1 ,nip/,/611`5 ilsitt-am e e- Co -1 Policy#or Self-ins.Lic. t. ' /9,2"r p p- ��� `S�a �?�,�3�,� `o7Uo2`�: piratian Date: 0 I jZ a"./ 0 42 Job Site Address: t7 4) / f I Ott) Si-/1/4 -1 r City/State/ZipSteilyetrill(tt Attach a copy of the workers' compensation policy declaration page(showing the policy numbnd expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprison .-it as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against th- • ator. • .• • t us tement may be forwarded to the Office of Investigations of the DIA for insurance coverage v-rificatioa� 1 do hereby cert., w •-r th. pai : and penalties of perjury that the information provided above is true and correct. Signature: i Date: /0 . O - _ Phone#: "OY ,3 — 8'3SS 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): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Phone h: Contact Person: 4.,,t TOWN OF YARMOUTH °; HEALTH DEPARTMENT '�•' PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: Building Site Location: 6' 5 7 IJ , 1)04) 5.1. S • tyzwkriomtx, --knl-t. Proposed Improvement: I'` 14 L c ti „Lei . rs f flop i" ✓`, ,,i7p/M 717cd—w-12 S f kr J c;>/f ai0D_s r 11 I-,11 5 S I B-1-1 • Applicant: ^h -r, e.i4,rt,rrrj .Zn.�' Tel. No.: d F - 3 9 . ; 5.5- Address: 9 ,) DO-4 6/ Y1 1C,Gr • ✓ 1 t���n�-B-t� i )724. 0,/,71& Date Filed: 11// S/120, **Iffof signoff please provideOff C —aC-1 1 you would like e-mail notification lease e-mail address: /C�- � S��' 1 c Joky)(!„et.riot; y1 Owner Name: irc/14)2 I c t, eeL... 1" 0236 4-} Owner Address: D b c / /`G • /1 y hlO�l�„�J fin Owner Tel. No.: 50 -3 i y ' F35 - RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH 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: k (1.) Site Plan showing existing buildings, water line location, • and septic system location; NOV 15 2022 (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — HEALTH DEPT. Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer ,-- with fee. r _ REVIEWED BY: / • DATE: ` PLEASE NOTE COMMENTS/CONDITIONS: �� o WATER DEPARTMENT MIA s O-�� t N t B.,,.- t ! R,,J'E t-''t Jt$ BUILDING PERMIT APPLICATION FOR WATER DEPARTMENT SIGN OFF TRANSMITTAL FORM BUILDING SItE LOCATION: (0 7 to,noiti .. ree t K'ii-title 4: t eav" ; ;1-; "t. 1 fS. _t!✓J� t*t f / PROPOSE[) WORK: (i.Q-��..a*-2 '4 t..e -t.. c c , .x.i.r_.e..u1- ... .- .,.,j` . ,t,,*r r.), APPLICANT: .. cti,s2. C t `e ? ',4.,,c, `1-, n C ij ADDRESS: .tea ;o+ j1 Ke `• ri .,"$-K•e ., - : ' )I '''' C - ftl.PI IONE: 3 S -319 - 3, ,. . RESIDENTIAL AND OR COM1MIERCIAl. BUILDING Water-I)eoartment: Determines Compliance of Water-1vailahilite and or existing location Engineering I)epar,mem: Determines Compliance for Parking and Drainage (*unser ation Commission: Determines Compliance to'Wetlands :Net: i e. If logs)border any type of ee c,l:mds. streams.ponds.river;.ocean.bogs. hoes.marshland. ITC... . Health I)cpariment: I)ctumnines( orpiiance to State and'Ipeen Regulations. i.e. requirements lin Sclrta ge Disposal and other Public Health \ctie lies Fire I)cpartment: Determines( ompliance to State and foxvn Requirements for Personal r/---s, Safety. Property Protections.i.e. Smoke Detectors,Sprinkler Svstems.etc t, � r ,...4-.) . r.�,—_ /f jig/ o APPI (�A....SIGNATURE: cs -` °t C .. i, . r .1) . . OFFICE: USE::COMMENTS ON PFRNILI .APPROV'al.OR DENIAL RE+'I -,'.4' .I)BY A'TER DIVISION(SIGNATURE) DATE Commonwealth of Massachusetts • ` r Division of Professional Licensure • Board of Building Regulations and Standards C o n st ructtb ht i§iipary i s o r CS-070177 Expires:05{30/2023 EDWARD E SHEA ., 20 DOTEN RD PLYMOUTH MA 02360 -" .4 t )/.tiS Commissioner ( aia f Tit{71CIUdr� ((ll • • .%/i- Office of Consumer Affairs$Business Kegulation HOME IMPROVEMENT CONTRACTOR TYPE:Corporation Registration Expiration 124769 08/19/2023 SHEA CUSTOM CARPENTRY,INC. EDWARD E.SHEA � /1 20 DOTEN RD. �vlu�"` I _ PLYMOUTH,MA 02360 Undersecretary „.1% ACJRL'® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY)s/s/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 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). CONTACT PRODUCER NAME: RogersGray, Inc.-Kingston Branch PHONE j FAX No):877�16 2156 A!C No Ext):508-746-3311 63 Smith Lane E-MAIL Kingston MA 02364 ADDRESS: mail@rogersgray.com INSURER(S)AFFORDING COVERAGE NAIC* INSURER A:Main Street America Assurance 29939 INSURED sHEACUS-01 INSURER e:Arbella Protection Insurance Company,Inc. 41360 Shea Custom Carpentry,Inc. INSURER c:Associated Employers Insurance 11104 20 Doten Rd Plymouth MA 02360 INSURERD: - - - INSURER E: ---I INSURER F: COVERAGES CERTIFICATE NUMBER:92168012 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLIC ANYIREQUIREMENT,TERM OR CONDITION OF ANY CONTRD ACT THE INSURED NAMED ABOVE OR OTHER DOCUMENT WI H FOR POLICY PERIOD OF INSURANCE LISTED BELOW HAVE BEEN RESPECT TO WHICH THIS INDICATED. 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. -- -- ADDL SUER POLICY EFF POLICY EXP LTR INSURANCE MDR LIMITS INSR OF INSD D POLICY NUMBER (MM/DD/YYYY) IMM/DD/YYYY) A X (COMMERCIAL GENERAL LIABILITY MPJ1774M 3/12/2022 3/12/2023 EACHOCCURRENCE $1,000, DAMAGE AGEE TO RENTED $500,000 CLAIMS-MADE I X I OCCUR PREMISES(Ea occurrence) MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY I JJECOT- LOC PRODUCTS-COMP/OP AGG $2,000,000 $ OTHER: J COMBINED SINGLE LIMIT $1 DOO,000 B AUTOMOBILE LIABILITY 1020010055 12/11/2021 12/11/2022 (Ea accident) BODILY INJURY(Per person) $ ANY AUTO - OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY NON-OWNEDAUTOS PROPERTY DAMAGE $ X HIRED (Per accident) AUTOS ONLY X AUTOS ONLY $ EACH OCCURRENCE $ UMBRELLA LU\B OCCUR AGGREGATE $ EXCESS LWB CLAIMS-MADE DED RETENTION$ C WORKERS COMPENSATION WCC-500-5023002-2022A 8/28/2022 8/28/2023 SPER OTH- ER AND EMPLOYERS'LIABILITY Y/N E.L.EACH ACCIDENT $500,000 ANYPROPRIETOR/FARTNER/EXECUTIVE N/A OFFICER/MEMBEREXCLUDED7 E.L.DISEASE-EA EMPLOYEE $500,000 (Mandatory in NH) If yes,describe under E.L.DISEASE-POLICY LIMIT $500,000 -DESCRIPTION OF OPERATIONS below 3/12/2022 I 3/12/2023 Pe sonal Prop $5,000 A Commercial Property MPJ1774M , I i DESCRIPTION OF OPERATIONS I LOCATIONS/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 ACCORDANCE WITH THE POLICY PROVISIONS. AUT ED REPRESENTATIVE 7 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 2018 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.28 Door 0.32 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments rGenerated by REScheck-Web Software ‘%4 Compliance Certificate Project Additions/Renovations to The Gentile Residence Energy Code: 2018 IECC 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: 657 Willow Street South Yarmouth, Ma. Compliance: Passes using UA trade-off Compliance: 4.7%Better Than Code Maximum UA: 86 Your UA: 82 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value U-Factor U-Factor UA UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 375 49.0 0.0 0.026 0.026 10 10 Wall: Wood Frame, 16"o.c. 553 21.0 0.0 0.057 0.060 24 26 Door:Glass Door(over 50%glazing) 20 0.320 0.300 6 6 Window:Vinyl Frame 108 0.280 0.300 30 32 Floor:All-Wood Joist/Truss 375 30.0 0.0 0.033 0.033 12 12 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Additions/Renovations to The Gentile Residence Report date: 09/14/22 Data filename: Page 1 of 9 REScheck Software VersionChecklist: REScheck-Web ci Energy Code: 2018 IECC 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 Plans Verified 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 DNot Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and DComplies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable V Systems serving multiple DNot 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]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) j Project Title: Additions/Renovations to The Gentile Residence Report date: 09/14/22 Data filename: Page 2 of 9 Section Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. DNot Observable DNot Applicable 403.9 Snow-and ice-melting system controls DComplies [FO12]2 installed. ❑Does Not DNot Observable ONot Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 j Low Impact(Tier 3) Project Title: Additions/Renovations to The Gentile Residence Report date: 09/14/22 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable m 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ['Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable DNot Applicable 402.4.3 Fenestration that is not site built DComplies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC [Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated>= R-8 where duct is ❑Does Not >=3 inches in diameter and >= R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>=3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 Ducts,air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not :Not Observable :Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not below 55°F are insulated to zR- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Additions/Renovations to The Gentile Residence Report date: 09/14/22 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 l High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Additions/Renovations to The Gentile Residence Report date: 09/14/22 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation is labeled DComplies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- DComplies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel :Not Observable ❑Not Applicable 303.2, Floor insulation installed per DComplies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in DNot 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- DComplies See the Envelope Assemblies 402.2.5, mass wall with at least lh 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 303.2 Wall insulation is installed per DComplies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable LINot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Additions/Renovations to The Gentile Residence Report date: 09/14/22 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ODoes Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.E[F11)1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ElDoes Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑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- ❑Complies [F13]1 insulation R-value of the ❑Does Not adjacent assembly. DNot 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 ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does 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. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [Fl4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 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 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. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [F111]z systems have automatic or ❑Does Not accessible manual controls. ['Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Additions/Renovations to The Gentile Residence Report date: 09/14/22 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.iD I 403.6.1 All mechanical ventilation system DComplies [FI25]2 fans not part of tested and listed DDoes Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat DComplies [F126]2 through one-or two-pipe heating DDoes Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems DComplies [F128]2 have a circulation pump.The DDoes 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 DComplies [FI29]2 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 Demand recirculation water DComplies [FI30]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to<= 104°F. 403.5.4 Drain water heat recovery units DComplies [F131]2 tested in accordance with CSA DDoes 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. 404.1 90%or more of permanent DComplies [F16]1 fixtures have high efficacy lamps. ❑Does Not Divot Observable DNot Applicable 404.1.1 Fuel gas lighting systems have DComplies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. DComplies [FI7]2 DDoes Not [Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Additions/Renovations to The Gentile Residence Report date: 09/14/22 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ['Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 I Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Additions/Renovations to The Gentile Residence Report date: 09/14/22 Data filename: Page 9 of 9 • • • • • • \ ,D • • 'O : 'N�",iI, ;itoAa • D atx • ,t, N , - 0$W4 . o g, • " r m III 1 yp nau - - ;n t.-T- 7.2 — - - - "gig I Q • r1-o0 1 z I o i ---- -±Mr---------�Ir--- 1 L Ip I � L QI j — ter - - - — I +r l =-F— T_ - et HI NEW VERFY m ' FED Wary _ 1 _— _._ — I J yoAnm A „ i6'-O T 9z o• �Qgc$49g m r m~ ," y0o• mn vy z.9yY a Z CC REV PY: T> > Nti -49 N tR,!, Z. nm i W N v v > S, m F. KKm m A D 0Z O x1 `• > > R r r m C% _ - -, x..x -• m m A= II J > O O f c O rr co QNc- _ rr — I O u 0 33O z -1 -• _0 On m c O n 7 O O /J z 0 m v o= mm N _ xv 0 m , OkAC p m o c' c v_ A n oI c z ,, mm ■ ii l0 i c n 2m p m co CO 4 .4 0 . s om . . 0 8 KafS6ggfr g igco . �o 81 " o . 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O > 'o 10 A ldt/ o C7 QYl/1 9 i m m 0 i ^ i y c o r j7, k Q t Z Pa ;o I m 3 1. t BoiseCascade Ill Triple 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS FB02 (Flush Beam) BC CALC®Member Report Dry I 1 span I No cant. October 27,2022 10:08:56 Build 8435 Job name: Gentile File name: Address: 657 Willow St Description: girder under bedroom 4 City,State,Zip: S.Yarmouth, MA Specifier: Customer: Botello Designer: Code reports: ESR-1040 Company: r - o is-oao0 B1 B2 Total Horizontal Product Length=13-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,3-1/2" 3380/0 1108/0 B2,3-1/2" 3380/0 1108/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin.(lb/ft) L 00-00-00 13-00-00 Top 14 00-00-00 1 2nd floor Unf.Area(Ib/ft2) L 00-00-00 13-00-00 Back 40 12 13-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 13575 ft-lbs 64.8% 100% 1 06-06-00 End Shear 3740 lbs 39.5% 100% 1 01-01-00 Total Load Deflection U291 (0.518") 82.6% n\a 1 06-06-00 Live Load Deflection L/386(0.39") 93.3% n\a 2 06-06-00 Max Defl. 0.518" 51.8% n\a 1 06-06-00 Span/Depth 15.8 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 5-1/4" 4488 lbs n\a 32.6% Unspecified B2 Wall/Plate 3-1/2"x 5-1/4" 4488 lbs n\a 32.6% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. Connection Diagram: Full Length of Member I1 1 -- _ , li i' i • i - • • 1 Page 1 of 2 ®BoiseCascade �_ Triple 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS FB02 (Flush Beam) BC CALC®Member Report Dry l 1 span I No cant. October 27,2022 10:08:56 Build 8435 Job name: Gentile File name: Address: 657 Willow St Description: girder under bedroom 4 City,State,Zip: S.Yarmouth, MA Specifier: Customer: Botello Designer: Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member a minimum=1-1/2" c=6-1/2" bminimum=6" d= 12" e minimum= 1" Calculated Side Load=676.0 lb/ft Install screws with screw heads in the loaded ply. Connectors are:SDW22500 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 114)Boise Cascade W Double 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PROD ' FB03 (Drop Beam) BC CALC®Member Report Dry 12 spans I No cant. October 27,2022 10:12:45 Build 8435 Job name: Gentile File name: Address: 657 Willow St Description: beam under old gable end wall City,State,Zip: S.Yarmouth, MA Specifier: Customer: Botello Designer: Code reports: ESR-1040 Company: + i • z + 3 • - • 1 1 rl • • • • - 4 - - - - _ � 1 •1 . •1 1 1 1 • 1 1 1 2 i . i - 1 • • •- • • , • • 1 1 • * 1 1 + ♦ + + 1 + + + • l + • + + + • 0 - • * * + + • • + ♦ + + 1 1 1 + I I-: LI B1 10-00-00 B2 10•0o-00 B3 Total Horizontal Product Length=20-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,3-1/2" 241 /32 524/0 253/0 B2,3-1/2" 649/0 2045/0 730/0 B3,3-1/2" 241 /32 688/0 253/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin.(lb/ft) L 00-03-00 20-00-00 Top 7 00-00-00 1 floor Unf.Area(Ib/ft2) L 00-00-00 20-00-00 Top 40 12 01-04-00 2 roofs Unf.Area(Ib/ft2) L 00-00-00 20-00-00 Top 15 30 02-00-00 3 wall Trapezoidal(lb/ft) L 00-00-00 Top 60 n\a 07-00-00 120 4 wall Unf. Lin. (Ib/ft) L 07-00-00 20-00-00 Top 120 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 1696 ft-lbs 20.3% 100% 3 15-10-01 Neg. Moment -2563 ft-lbs 30.6% 100% 1 10-00-00 End Shear 726 lbs 15.1% 100% 3 19-01-04 Cont.Shear 1200 lbs 24.9% 100% 1 10-09-00 Total Load Deflection U910(0.129") 26.4% n\a 12 15-04-10 Live Load Deflection L/999(0.052") n\a n\a 23 04-09-11 Total Neg. Defl. L/999(-0.001") n\a n\a 12 09-06-10 Max Defl. 0.129" 12.9% n\a 12 15-04-10 Span/Depth 16.2 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 894 lbs n\a 9.7% Unspecified B2 Column 3-1/2"x 3-1/2" 3080 lbs n\a 33.5% Unspecified B3 Wall/Plate 3-1/2"x 3-1/2" 1059 lbs n\a 11.5% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria, Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. Page 1 of 2 *Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS FB03(Drop Beam) BC CALC®Member Report Dry 12 spans I No cant. October 27,2022 10:12:45 Build 8435 Job name: Gentile File name: Address: 657 Willow St Description: beam under old gable end wall City,State,Zip: S.Yarmouth, MA Specifier: Customer: Botello Designer: Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member b ---d- l • • • 7 a minimum=2" c=3-1/4" b minimum=3" d=6" Calculated Side Load=0.0 lb/ft Connectors are: 3-1/4 in. Pneumatic Gun Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM',BCI®, BOISE GLULAMT"",BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 ©Base Cascade - Double 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP I PASSED ENGINEERED WOOD PRODUCTS RB01 (Roof Flush Beam) BC CALC®Member Report Dry l 1 span 1 No cant. October 27,2022 07:28:45 Build 8435 Job name: Gentile File name: Address: 657 Willow St Description: roof girder City,State,Zip: S.Yarmouth, MA Specifier: Customer: Botello Designer: Charles Coombs Code reports: ESR-1040 Company: Boise Cascade 0 12 1 1 l i . 1 . 1 1 1 1 124 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4, l l l 4, 4 - 1 1 1 1 1 11, 1 1 1 1 1 1 • o . • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 13-06-00 B1 B2 Total Horizontal Product Length=13-06-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 1490/0 2481 /0 B2,3-1/2" 1490/0 2481 /0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin.(lb/ft) L 00-00-00 13-06-00 Top 12 00-00-00 1 save Unf.Area(lb/ft2) L 00-00-00 13-06-00 Back 15 30 12-03-00 2 ceiling Unf.Area(Ib/ft2) L 00-00-00 13-06-00 Back 10 02-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 12507 ft-lbs 51.1% 115% 4 06-09-00 End Shear 3217 lbs 35.4% 115% 4 01-03-06 Total Load Deflection L/385(0.406") 46.7% n\a 4 06-09-00 Live Load Deflection L/617(0.254") 38.9% n\a 5 06-09-00 Max Defl. 0.406" 40.6% n\a 4 06-09-00 Span/Depth 13.2 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 3971 lbs n\a 43.2% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 3971 lbs n\a 43.2% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. Page 1 of 2 • ©Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP I PASSED ENGINEERED IN000 PRODUCTS RB01 (Roof Flush Beam) BC CALC®Member Report Dry 11 span I No cant. October 27,2022 07:28:45 Build 8435 Job name: Gentile File name: Address: 657 Willow St Description: roof girder City, State,Zip: S.Yarmouth, MA Specifier: Customer: Botello Designer: Charles Coombs Code reports: ESR-1040 Company: Boise Cascade Connection Diagram: Full Length of Member ► b . d +_ • • • / r\ C • • %I a minimum=2" c=7-7/8" b minimum=3" d= 12" Calculated Side Load= 180.4 lb/ft Connectors are:3-1/4 in. Pneumatic Gun Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDT'^,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 X Check Compliance 1.1 SCOPE Wind Speed (3-sec.gust) 110 mph _X_ Wind Exposure Category B _X 1.2 APPLICABILITY Number of Stories 1 1/2_stories <_2 stories _X_ Roof Pitch (Fig 2) _10 <_ 12:12 X Mean Roof Height (Fig 2) 21_ft <_33' _X_ Building Width,W (Fig 3) 24.5 ft <_80' _X_ Building Length,L (Fig 3) 13 ft 580' _X_ Building Aspect Ratio(L/W) (Fig 4) _1.00 5 3:1 _X Nominal Height of Tallest Opening2 (Fig 4) 6'8" <_6'8" _X 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) _X 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete _X_ Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general (Table 4) _70 in. _X_ Bolt Spacing from end/joint of plate (Fig 5) _12 in.<_6"— 12" _X Bolt Embedment—concrete (Fig 5)...... .7 in.>_7" _X_ Bolt Embedment—masonry (Fig 5) in.>_ 15" N/A Plate Washer (Fig 5) >3"x 3"x 1/4" _X_ 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) _X Maximum Floor Opening Dimension (Fig 6) 0ft5 12' _N/A_ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6) _X Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) ft <_d _N/A_ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) _ft <_d N/A Floor Bracing at Endwalls (Fig 9) _X_ Floor Sheathing Type (per 780 CMR Chapter 55) _X_ Floor Sheathing Thickness (per 780 CMR Chapter 55) _3/4_in. _X Floor Sheathing Fastening (Table 2)_8_d nails at_6in edge/_12 in field _X_ 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) _8_ft <_ 10' X Non-Loadbearing walls (Fig 10 and Table 5) _8_ft <20' X Wall Stud Spacing (Fig 10 and Table 5) _16 in.<_24"o.c. _X_ Wall Story Offsets (Figs 7&8) _ft <_d _N/A_ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x_6_-_8_ft0 in. _X_ Non-Loadbearing walls (Table 5) 2x_6_- 8_ft 6-in. _X Gable End Wall Bracing ' Full Height Endwall Studs (Fig 10) X WSP Attic Floor Length (Fig 11) ft>W/3 _X_ Gypsum Ceiling Length (if WSP not used) (Fig 11) _24_ft>_0.9W _X_ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11) or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays_X_ Double Top Plate Splice Length (Fig 13 and Table 6) _12_ft X Splice Connection (no.of 16d common nails) (Table 6) 4 X AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral (no.of 16d common nails) (Tables 7) _X_ Non-Loadbearing Wall Connections Lateral(no.of 16d common nails) (Table 8) _X_ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) _6_ft in.< 11' _X Sill Plate Spans (Table 9) _6_ft_in.<_ 11' _X_ Full Height Studs(no.of studs) (Table 9) 3_ _X_ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) _6_ft in.<_ 12' _X Sill Plate Spans (Table 9) _6_ft in.< 12" _X Full Height Studs(no.of studs) (Table 9) _3_ _X_ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..............................................................................._6'8"_5 6'8" Sheathing Type (note 4) _X_ Edge Nail Spacing (Table 10 or note 4 if less) _6_in. _X_ Field Nail Spacing (Table 10) _12_in. _X_ Shear Connection(no.of 16d common nails)(Table 10) _ X Percent Full-Height Sheathing (Table 10) _33_% _X_ 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts) _X Maximum Building Dimension, L Nominal Height of Tallest Opening2 6'8" 5 6'8" Sheathing Type (note 4) X Edge Nail Spacing (Table 11 or note 4 if less) _6_in. _X_ Field Nail Spacing (Table 11) _12_in. X ShearConnection(no.of 16d common nails)(Table 11) _X_ Percent Full-Height Sheathing (Table 11) _33_% _X_ 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts) _X_ Wall Cladding Rated for Wind Speed? _X_ 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) _X_ Roof Overhang (Figure 19) _.5_ft <_smaller of 2' or L/3 _X_ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U=203 plf _X_ Lateral (Table 12) L=176 plf _X_ Shear (Table 12) S=77 plf _X_ Ridge Strap Connections,if collar ties not used per page 21... (Table 13) T=130 plf _X_ Gable Rake Outlooker (Figure 20) ft <_smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U=417 lb. _X_ Lateral (no.of 16d common nails)..(Table 14) L=148 lb. X Roof Sheathing Type (per 780 CMR Chapters 58 and 59) X_ Roof Sheathing Thickness _1/2 in..? 7/16"WSP X Roof Sheathing Fastening (Table 2) _ X Notes: 1. This checklist shall 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 and Figure 18b 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. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 crz 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. 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 upper 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 center perfigures below:Vertical and Horizontal Nailing for Panel Attachment • WHEN THIS EDGE RESTS ON /\\\ FRAMINGMEWNAILS Vo.c. AT o c 11 I 1/ u 11 11 1 tr u I u M I N II 1 II 11 1 11 M �SZ[ /1 1 V IN I I 6 IN V 11 lC 1 N- A 11 Y 1 it re f1 - 'I� iI m I 4 11 f 1 O IuII II d 1 CI I W 14 g . • Z ri Z :I I 2 II a.11 � I n Q , II � � 11 lu -I w S u - 11 i 1 I 1 1 II Vii 3 ii. u • a / rE 11 id ti v r i. a u ri I 11 11 f 1 1 II ) DOUBLE EDGE �I` NAILSPACMMG II+ PANEL_ -. v' See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 dz- �u N y x Q • -'": Z , r I G e I dr,a I a —.. FRAMING?MEMBERS EDGE NTERMEDIATE I i ) i i 1,3"MIN. ; i STAGGERED f MIN MAIL PATTERN / g -. PANEL PANE!EDGE DOUBLE NAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing for Panel Attachment 11/23/22, 12:55 PM Mail-Sears,Tim-Outlook 657 Willow St Sears, Tim <tsears@yarmouth.ma.us> Wed 11/23/2022 5:55 PM To: office sheacustomcarpentry.com <office@sheacustomcarpentry.com> Ed, I have reviewed your application and we need a 110mph checklist submitted. Thank you Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears(d yarmouth.ma.us https://outlook.office.com/mail/sentitems/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1 iMDQxLWNkMGQyNmE4NzE5NAAQAMm1tz7MKGllghl%2FgS... 1/1