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HomeMy WebLinkAboutBLD-19-2254 • & nate io4a-q% ' • ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28, South Yarmouth,MA.02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 �'*r�' Massachusetts State Building Code,780 CMR E? E -rrii 'i Building PernsitApplication To Construct, Repair, Renovate Or Denvilis > : tt a One-or No-Fainly Dwelling NOV 06 2018 This Section For Official Use Only _ r Building Permit Number: /S/)_/7-0•QW DateApplie • Y ,romc�uc Antrtn�w Building Official(Print Name) Signature..,. - • Date • • . SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map &Parcel Numbers /z6 52-7 R,�ttg l s 7Mso236, l 1.1a Is this an accepted street?yes ✓ no Map Number Parcel Number 1.3 Zoning Information: 1.4 PropertyDimensions: f?.-ZS '�+eside r44•( //, 7s • 75 Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 3o 30.3 /5_ (53153 2.o scsivet 2.v' 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Mr Private❑ Zone: Outside Flood Zone? Municipal 0 On site disposal system m/ Check if yes❑ SECTION 2: PROPERTY OWNF.RSBTY1 . 2.1 Owner'of Record: DAVID*LyMlcIA T;4.(71m.vi4I SLAP FIELD cr o6076 Name(Print) City,State,ZIP ' • iy9 PRospectsrcuPF:F.Lr, c-roco')8 ei3-5-3/5i6i3 DA•vID.T/}'/iittq"Ii07nt4ii(,Ce/1 No.and Street' ! Telephone Finail Address ' SECTION 3:DESCRIPTION OF PROPED OSWORK1.(check all that apply) , New Construction Existing Building$1. Owner-Occupied 151.1 .Repairs(s) 0 Alteration(s) 0 Addition/if Demolition 0 Accessory Bldg. 0 Number of Units t Other 0 Specify: Brief Description of Proposed Work: ReA-K ‘61)6 IS/ ADDtTiDa wttL c ctiSoat Deck. 1A li 1\ ' RFGFIA/ Ffl 1 (x).-9 RrUt1y lit 10Y1 1 iiv `� .. . . BC--1.- 1� 2C1? •- •- SECTION 4;.ESTIMA.TED CONSTRUGTIO}�I•COSTS. . - :,.,{, •: SECTION 5: CONSTRUCTION SERVICES • A ` • 5.1 Construction Supervisor License(CSL) - t License Number Expiration Date Name of CSL Holder List CSL Type(see below) No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted l&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Finail address D Demolition * 5.2 Registered Home Improvement Contractor(EIC) HIC-Comp any Name or MC Registrant Name HIC Registration Number Expiration Date • No. and Street - Finail address City/Town, State, ZIP Telephone SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit Signed Affidavit Attached? Yes 0 No ❑ • • SECTION la: OWNER AUTHORIZATION TO BE COMPLETED WHEN ' • • . , OWNER'S AGENT OR CONTRACTOR APPLIES FOR BT LDINGPERMIT _ I, as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application_ Print Owner's Name(Electronic Signature) SECTION Ib: OWNER1 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. 3, 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 tmregistered contractor (not registered in the Home Improvement Contractor(EIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142k Other important information on the BIC Program can be found at wwwmass,trov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide the information below: . Total floor area(sq.ft.) (including garage,frniched basement/anics,decks or porch) Gross living area(sq.ft.) . Habitable room count Number of fireplaces ••`' Number of bedrooms Number of bathrooms Number ofhalf/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Proj ect Square Footage"may be substituted for'Total Project Cost" • Y Zigl q Ilezi AriN i lig c: le !', w Iii , . . . . b, s, A - 4 A. :0. 67. ili • M M a cin n : hfl .1 diAt3 ir IT .g A ri 4 I rI mgcsA l • e . P9a • A yFwww C-- IA Tj1) li 5 a b a 3 11 0A4 rdXM � .. Q . 1 s � A Al � A p IA N co . . -. .- . ft?'11161 '' ig . i P lav PI 1 4 Iii 41 3 ! " 24 .4— i• ..„ a .1 .H oaf 0 fI !, 0 ' lil - �`v-,„ ,._ , iit, Q flJ ; b .�i .. a i\ � wQ ., ii t= . 1 -31 1 ' 1 41 >4 :11 til Pa t '. A B ' 27, s14 p. 4 . ' t ‘b t . .... t . i • a t- .., ... igo . ;:ni !, • id El Tel a •n 4143 - p r- oP EL .0 U 4,,, ..g ) . liciEim. .p ,44 I IV71" MO t ' g 1 gl 1 M 1 1 1. ig 44 • gl ci3 c7. El t aNG 11 M igi g 11 .p ,g' -palrinsci . . i c,. ma- us g -.0, > , -` 16 P 4.v ..7 til • 1 • 49 • Hi ; ellitegigal E . • izd , e. -- t ri r4g. U1 : gg .. r . ‘ : 8 , cib g ;g ° ° •41., 41 m z - s.rv,NNPLi z a • Dbra 1/4- .; esH xz o; ,k. . - *" . •--cam The Commonwealth oftLfassachusetts E =gt Department of IndustrialAccidents =:vYll T 1 Cone ess Street, Suite 100 • =xl-r 4 Boston, MA 02114-2017 .:.*� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH tab PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/OrganitationRndividual): 74 V//0 7-4,7/4W/U/ Address: /26 gge y Po/t/ 140( City/State/Zip: 5, , o 4/4 Phone #: Sgt y6/3 Are you an employer?Cheek the appropriate box: Type of project(required): l.❑I am a employer with employees(full and/or part-time).* 7. El New construction 2.0 I am a sole proprietor or partnership and have no employees working forme hi any capacity. [No workers'camp.insurance required_] 8. ❑ Remodeling 3.0 I am a homeowner doing all work myself[No workers'camp. insurance required]t 9. El Demolition 4.❑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 em 1 oyees11.❑ Electrical repairs or additions p . 5.AlI am a general contactor and I have hired the sub-contactors listed on the attached sheet 12.[1 Plumbing repairs or additions Al These sub-contractors have employees and have workers'comp.insurance.? 13.0 Roof repairs fi.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.0 Other 152,41(4),and we have no employees. [No workers'comp.insurance required.] *Any applicant that checks box41 must also 511 out the section below showing then workers'compensation policy information t Homeowners who submit this afdavit 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. lithe 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: 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 c. 152, §25A is a criminal violation punishable by a fine up to 51,500.00 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: the pains and pe .• ties of perjury that the information provided above is true and correct Sianatureror,r0 Date: /0- /0 - e..40113 Phone#: 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#: • , Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees.' Pursuant to this statute, an employee is defined as "...every person in the service of another under any contact of hird; • ' express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MOL chapter 152, §250(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states "Neither the commonwealth nor any of its political subdivisions shall enter into any contact for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checldng the boxes that apply to your situation and,if necessary, supply sub-contractor(s) name(s), address(es) and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.) said person is NOT required to complete this affidavit The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-7274900 ext 7406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 02-23-15 www.mass.gov/dia • OF YA }\ TOWN OF YARMOUTH • .o -.:1 IL y} BUILDING DEPARTMENT e :.. te is ,a 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 PLEASE PRINT: HOMEOWNER LICENSE EXEMPTION DATE: • JOB LOCATION: IZC 111719e1 ?a i;Li-0.a NAME STREET ADDRESS SECTION OF TOWN "HOMEOWNER" 1>AVID Tnd,L,pwpl ( 4113 5?f 416/3 L/i3 S?/ VI 3 NAME HOME PHONE WORK PHONE PRESENT MAING ADDRESS /Y9 pizospe.,-f Sr S4c.FFieW C 06o76 CITY OR TOWN STATE ZIP CODE The current exemption for 'Homeowner' was extended to include owner-occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1) Definition of Homeowner. Pers on(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is or is intended to be, a one or two family artar•hed or detached structure assessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner;such"homeowner"shall submit to the building official,on a form acceptable to the building official,that he/she shall be responsible for all such work performed under the building permit. (Section 110 85.13.1) The undersigned 'homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned 'homeowner' certifies that he / she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and'that he / she will comply with said procedures and requirements. - HOMEOWNER"S SIGNA a . ,/��— a APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked es, please indicate the type coverage by checking the appropriate box. A liability insurance policy .Other type of indemnity Bond OWNER'S INSURANCE WAIVER Iam aware that the licensee does not have the insurance coveragerequiredby Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent h:hameownrlicexemp /� .F YnR TOWN OF YARMOUTH •e' i;i 0 BUILDING DEPARTMENT Oj: ,- 1146 Route 28, South Yarmouth, MA.02664 ` Vl.l'C/.CN • .�N«•, 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 /Z1, 3etee257?p,„1,fl4461 Work Address Is to be disposed of at the following location: 744 0 624,-(3,4eq -57-41764 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. e ,400!!!:1_ ZO/E Signature of Ap tie / �! Date Permit No. • tjt }4, TOWN OF YARMOUTH s,' ° HEALTH DEPARTMENT =''' PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: /2--C) 13Rttey (f° aia\- ? 4b Proposed Improvement: "\---M 4"l i 04--1 to "Re0_ cg MAW Ou% Applicant: -DAV I A(7LI,AVil,,l,t Tel. No.:Aj/35,3/ 21613 Address: 191 o5pec CC CT676,0 Date Filed: )Q/j0/1_O/tg •*/fyou would like e-mail notification of sign off please provide e-mail address: Owner Name: MA Vt I atJ Y/}&L.l 4-tV /J( Owner Address: iLti >p ospex TCF $l4,F4l .L D LC Owner Tel. No.:111363!'/613 06078 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: (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: "Save DATE: /D / /Q PLEASE NOTE COMM NTS/CONDIT ONS: - 4 A G.L /LI — II -/ A y / I / A 4 --/ /r , , .)/ - day 0 , Of y TOWN OF YARMOUTH • }?n40' WATER DEPARTMENT 99 Buck Island Road West Yarmouth, MA 02673 Telephone: (508) 771-7921 Fax: (508) 771-7998 BUILDING PERMIT APPLICATION • DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Bldg. Site Location ILL t r ` ,c1 - - Proposed Improvement: / AtllOrs. -4r G R.,AC - vt T Applicant: DAWD 1 t<4.-1 A VI mi t49 PRos?euk->r Address _�..1, c cat so73Tel. #: qv? ( �6(� Date Filed: 12-3-zL&_ • RESIDENTIAL AND / OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Availability and or Existing Location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Ocean, Bogs,Bays, Marshland, Etc... Health Department: Determines Compliance to State and Town Regulations, i.e., Requirements for Septage Disposal and other Public Health Activities Fire Department: Determines Compliance to State and Town Requirements for Personal, Safety, Property Protection;, i.e. Smoke Detectors, Sprinkler Systems, Etc... n:�e of applic-nt Date PLEASE NOTE: COMMENTS: riwr /G:73/20/y • Revie-d by: Water Division •. ' D a of•YaR �f Town of Yarmouth $( �� o : Y 'AT Conservation Commission N` nrr�cn [s "{' 40 Building Permit Sign-off Application TO BE FILLED OUT BY/ APPLICANT: �j Building Site Location: l 26 envy/ POIhf Rd 5Th 7aavi D Map# 34 Lot(s) # 2 • 36- 1 Property Owner:er ()glad j L yndq Til/4 WY) i Applicant: Davie( Tavliovi n i p Applicant Address: 14 / prover/ sr S'cn'f le/J a- 060-26 Telephone: 4/ c , 1+6(3 Date Filed /Q//2/f sj' Proposed Project Description: go re ye o'ee at adt`d h on Plans: f• i els ••>< / I : _ Thi f )04 ,6 8 / 201.? TO BE FILLED OUT BY CONSERVATION ADMINISTRATOR: Do You Have A Valid Permit From The Conservation Commission For The Proposed Project? Yes Comments from Conservation , ssmn: Approved Conditionally Approved Rejected All work related debris shall be taken offsite or disposed in a legal upland location At the end of each day, the area shall be clean and no debris shall be in the Resource Area Refer to: SE83- 'Jar or DOA permit Conservation Commission Sign-off Signatu e: Date: /Off' `/p. !� \ Mose arrarc /re wr'sfrtee7t 017 seeV vi c i ft rt/i71G, , at/Oh-t. . , -j'A't1tAv(N1 gab ' ANSe1Z6R Po tar, oy>m�} JoF WFaMsr-4AWCGuide t01''6odCd st:"£."d.`:L':: in Higi: /'r£: res j_6k h Wim Zcne f Massachusetts iWi RSSiiC�S 1tSe$tS i..haa.5'ki_SL for Corn.:`6'..:a .r o. ('•� .+.. .ar12.:.1)i Qy [91 Ai "plt& 0 Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust) 11 mph — Wind Exposure Category — • 1.2 APPLICABILITY Number of Stories Fig 2) 7/stories 5 2 stories Roof Pitch Fig 2) r ZS 12:12 Mean Roof Height i t Fig 2) Ly ft 5 33' — Building Width,W s i rl, • Fig 3) ft 5 80' — Building Length,L Fig 3) 5 80' — Building Aspect Ratio(L/W) ..7.e I l Fig 4) h 5 3:1 — Nominal Height of Tallest Opening 43 Fig 4) kr$ 5 6'8" — 1.3 FRAMING CONNECTIONS • General compliance with framing connections Table 2) — 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404 1 Concrete — Concrete Masonry — N 2.2 ANCHORAGE TO FOUNDATION'.' 'r7` 5/8"Anchor Bolts imbedded or 5/8"Propriety • rMechanica Ancho as an alternative in concrete only Bolt Spacing-general able )- 1 only_ — Bolt Spacing from end/joint of plate Fig 5 G-12-in.s 6"-12" — Bolt Embedment-concrete Fig 5) 2,in.a 7" — Bolt Embedment-masonry Fig 5) - in.a 15" — Plate Washer Fig 5) >3"x 3"x'''A" — • 3.1 FLOORS — Floor framing member spans checked er 780 CMR Chapter 5) f ft s 12'or U2 or W/2 Maximum Floor Opening Dimension (Fig6) — Full Height Wall Studs at Floor Openings less than 2'from xterior Wall(Fig 6) — Maximum Floor Joist Setbacks -ft s d Supporting Loadbearing Walls or Shearwall (Fig 7) — . Maximum Cantilevered Floor Joistsft s d Supporting Loadbearing Walls or Shearwall (Fig 8) — — Floor Bracing at Endwalls (Fig 9) — Floor Sheathing Type • (per 780 CMR Chapter 55) — Floor Sheathing Thickness L (per 780 CMR Chapter 55) 3fr in. — Floor Sheathing Fastening (Table 2).. d nails at Gin edge/a in field• — 4.1 WALLS ''w Wall Height ft s 10' Loadbearing walls (Fig 10 and Table 5) Non-Loadbearing walls (Fig 10 and Table 5) 1I I ft 5 20' — Wall Stud Spacing (Fig 10 and Table 5) lb--in._24"o.c. — Wall Story Offsets (Figs 78:8) _ft s d — 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls ZK'T (Table 5) 2x 61Oft " in. — Non-Loadbearing walls (Table 5) 2x p ft_5_in. — Gable End Wall Bracing' . Full Height Endwall Studs (Fig 10) — WSP Attic Floor Length i.7-t (Fig 11) ft aW/3 — Gypsum Ceiling Length(if WSP not used)...j.2 t (Fig 11) _ft a 0.9W — 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. . (Fig 11) - - : o I��.OF fit§ i C� . .cziptilki � 'Z. - ' '"" Q get '' - .e 1 1 R. MIC ^... c -_ '3a ee f�4lL • B bTNoC34,2 Gum'- �- �,/'/L [c !'r 1,016 -Z75- • 7S ` ' 4 o f�"v/ Q e"(L , 1,09FGIst6Q c,--4, (° 2 /t& w�}t�L14tilNI Da �Q 1SC iz' �' &l' = / ?JI 1"$ 4SIna Mull `A ' • -r-, ,i.„14 t t uidet ;',705f! c, A .. ✓r✓1 7� 3: Zone .4 WC�{ Z ✓ 4 :✓ Y;: /i v+l1 .p a a,% Mass achusetts Ch„.d::§: "i Cv:- -ince(73;C`> R "' 2.1.3)1 Z 0Ff Loadbearing Wall Connections i ' ° ,IS4 C A'DO7J• Lateral(no.of endnailed 16d common nails) able 7) .Z_ Non-Loadbearing Wall Connections — Lateral(no.of endnailed 16d common nails) able 8) Z . Load Bearing Wall Openings(record largest opening but c eck all openings for compliaqce to Table 9) Header Spans 9) Sill (Table . , _ft in. s 11' — Plate Spans (Table 9) ft —In. 11' Full Height Studs (no.of studs) able 9) 1 1 — _ Non-Load Bearing Wall Openings(record largest opening mut check all openings for compliance to Table f Header Spans able 9) • i*ft=in.<- 12' Sill Plate Spans able 9) y ft..in.s 12"• — Full Height Studs(no. of studs) Table 9) C Exterior Wall Sheathing to Resist Uplift and Shear Simulta.eously4 6 I — Minimum Building Dimension,W 23`\�A I O Nominal Height of Tallest Opening ...... s 6'8" Sheathing Type note 4) ws P Edge Nail Spacing —, able or note 4 if less) to in. — Field Nail Spacing Table 10) in. 0 Shear Connection(no.of 16d common n able 10) - �";.r Percent Full-Height Sheathing.S/.2�.1&. . L. able 10) ik } ip IZ,'j .-5/o Additional Sheathing for Wall wi Opening >6'8"(Design Concepts) t:Ci ..{G1.U0• M ximum Building Dimension, L yyy��`]]]��� 18 do 1 Nominal Height of Tallest Openiny2 s 6'8" • Sheathing Type note 4). — Edge Nail Spacing �� . able 1 or note 4 if less) in. — Field Nail Spacing ... able 11) 1 — Shear Connection(no.of 16d common nails) able 11) _— Percent Full-Height Sheathing.Zt. :Llt)ifr able 11) ,i)57- �•�_ 5%Additional Sheathing for Wall wi Opening>6'8"(Design Concepts).. .L. .. Wall Cladding G-Zip 1.414 , Rated for Wind Speed? / — 5.1 ROOFS Roof framing member spans checked? For Rafters use AWC Span Tool,see BBRS Website) _ Roof Overhang Figure 19) G Zi ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Wal I — Proprietary Connectors • 1 r r�� Spm 51f t�S�( • Uplift able at U JIFF_ ' Lateral �� abl 2) t I L- _ Shear ... able 12) 101101 `tl S=2 ' Ridge Strap Connections, if collar ties not used per pa.e 21 (Table 13) T_ .-.et.5-721r�= Gable Rake Outlooker Figure 20) N q-ft s smaller of 2'or U2 • Truss or Rafter Connections at Non-Loadbearing Wall. — Proprietary Connectors Uplift Table 14) U= - Ib. — Lateral(no.of 16d common nails)... able 14)... L=. lb. — Roof Sheathing Type per 780 CMR Chapters 58 an 59) _ Roof Sheathing Thickness . 1e.. .. 71 in.s 7/ 6° SP Roof Sheathing Fastening able 2)..$.d ev at new./ kt.t✓.. . .Lgj). — Notes: — 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 . e. Corner Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grad .t /ZOO —7-- s / A� +y sem. • 10I3fi8ti ��4CC No a 1 AEcislt e ta4WAvc& t ger-7D . NspIz J poor 4 tittreM A/AWCGuideto Woor!Ccnstraic.ioi. Iso High Wint rear: !ld pli rV nr one Massachusetts Checklist for Compliance(780 CMR 5301.2.I.1) • A tt" I. •NJ, 0 Cheek Compliance 1.1 SCOPE Wind �h Speed(3-sec.gust) 'K. Wind Exposure Category 1m"� — , 1.2 APPLICABILITY Number of Stories Fig 2) starter 3 2 stories Roof Pitch Fig 2) 4 ' 2s 12:12 — Mean Roof Height . t Fg 2) S ft s 33` Building Width,W " jt' . Fig 3) re ft s e$a — Building Length.L`= . Fig 3) f, �. ' s 80 Building Aspect Ratio(Li) Z., J./ . — , Fig 4) Nominal Height of Tallest Opantng" .$.Y.. . •.•• ;�. S8'8° — 1.3 FRAMING CONNECTIONS • • General compliance with framing connections able 2) 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404 Concrete Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION" iy,/// 5/8"Anchor Bolts imbedded or 5/8"Proprietapr frlechanica An: oas an alternative in concrete only , Bolt Spacing-general 77 -- — Bolt Spacing from end/joint of plate Fig 5 §p" in.s 6"—12" _ Bolt Embedment—concrete Fig 5) 2_in.a 7" Bolt Embedment—masonry Fig 5) — in.a 15" Plate Washer Fig 5) z 3"x 3"x'A • 3.1 FLOORS Floor framing member spans checked per 780 CMR Chapter 55)., _ Maximum Floor Opening Dimension Fig 6) jft s 12'or L/2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from erior Wall(Fig 6)..........................„..,......... — Maximum Floor Joist Setbacks 'ft s d Supporting Loadbearing Walls or Shearwall......,.. .... (Fig 7),.......... ......... ••... ... • Maximum Cantilevered Floor Joists =ft s d Supporting Loadbearing Walls or Shearwall (Fig 8) -- Floor Bracing at Endwaiis (Fig 9) — Floor Sheathing Type , (per 780 CMR Chapter 55) ax Floor Sheathing Thickness .....,.. :_.. •-- •••.••.••••.; (per 780 CMR Chapter 55) In. ._— Floor Sheathing Fastening (Table 2).._Ed nails at mak+edge!ac,in field — 4.1 WALLS Wall Height (Fig10 and Tata 5) I N D ft s t0. Loadbearingn- owalls ' y.. ft s 20' — Nal-Loadbearing walls (Fig 10 and Table 5) ,.. {.:5• —• Wail Stud Spacing (Fig 10 and Table 5) in. 24"o.c. — Wall Story Offsets (Figs 7 IL 20 - ft sd 4.2'EXTERIOR WALLS" Wood Studs : Gip _in. Loadbearing walls Z�Gg' (Table 5) �.) �..... , ft in. Non-Loadbealing walls (Table 5) ........... ... ••2x 2.fr gyp` 1O I Gable End Wall Bracing C t 5 Full Heigh Endwall Studs.....,.... .../.‘-'` ( (Fig 10).,,, — WSP Attic Floor Length b A. k (Fig 11) ft aW13 _ Gypsum Ceiling Length(if WSP not used)..12 f (Fig _ft 11) a 0.9W 2 x 4 Continuous Lateral Brace @ ft.o c (Fig 11) k`srcr :it" t Le.e h Z_ (/1/ te,2.4r ` I3 a d 78=.° _c" Di 1 Atet. -N li met Cosa^ :c. s's tk . ,o, Je .e3 e} S --- "" 7' t ( — � 140 r�,� ����y(j�,. �/ — L�. ( l Atj a'`k,,RRel 1t 1Of= f/8 sslONPA . -r-Aapitkiiiimifigsci, ift,tyti 10 0 4 , 1001i vigi . . •• . vi 'ART Gtilrl.e to it'ood Costst.,::cilv;: !It Nips ;rind Areas: II titi7h Whir!Zone Massachusetts Checst TO Corripliance(78.3cp,mpi.2.1.1) 2- °Pt . . LoadbearIng Wall Connections aS 1.114...C. elloSA• Lateral(no,of endnalled 16d common nails) able 7).,,..,,,.............Non-Loadbearing Wall Connections Lateral(no.of endnalled 16d common nails) able 8) 2.- . Load Bearing Wall Openings(record largest opening but -ck all openings for compliance to Table 9) -- Header Spans able 9) ...,e,.3._ft -- in.S 11' Sill Plate Spans able 9) t.e....13.ft —In. 11.f I11 Full Height Studs (no.of studs) able 9) Non-Load Bearing Wall Openings(record largest opening ,ut check all openings for compliance to Table ). 4 Header Spans . able 9)......:.„..................,.er..4 ft "-in.s 12' Sill Plate Spans., able 9).,.. ... ........,....„......,., ft "—in.s 7 . ' Full Height Studs(no,of studs)...........,.....,..... .....—. able 9).................,...,..............................,.. I) Exterior Wall Sheathing to Resist Uplift and Shear tSbaulta -.usly4 k Inv e Minimum Building Dimension,W sk,.1.,In lw . Nominal Height of Tallest Opening2 r ' leSser ii, _ Sheathing Type note 4) Edge Nall Spacing --).. able or note 4 If less) SI!) Field Nall Spacing able 10) in, Z up Shear Connection(no.of 16d common n able 10) .u.... ,erji- A. ittibt zer,ce4HAedidgionSahSOabpleen1n0g) ) or(Design Concepts)fxi°‘,,1. ,.,,.,... .1-2rI Mlimum i Building Dimension,t., ..}:.tib ',ALI Nominal Height of Tallest Openinu2 . ir.2 ........k.,f............................... sig'8° _ . Sheathing Type _ 2___ note 4) 1 Edge Nail Spacing -- able or note 4 If less) in. Field Nail Spacing able 11) I - Shear Connection(no.of 16d canraon nails) able 11) , ,.,r._,.... litt Percent Full Height Sheathing.C.r.F.14.41.Er: able 11) ' V".- ruir is. 5%Additional SheathgWall Cladding rfor Wall wi Opening).6'8"(Design Concepts). Rated for WInd Speed? — 5.1 ROOFS Roof framing member spans checked/ For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang Figure 19) 4-.,24,ft s smaller of 2'or IA Truss or Rafter Connections at Loedbearing Wal : AK::04,srew 51fripkyt i . Uplift.....,..........„.„.., ..,... able' L1 ' # II/4514 Shear able 12) (c' ttl.R.t) S 114S --- - ' Ridge Strap Connections,If collar ties not used per pa,. 21 (Table 13) 7- Gable Rake Outlooker Figure 20) ft s smaller of 2'or 1./2 Truss or Rafter Connections at Non-Loadbeadng WallPropdetary Connectors Lateral(no.of 16d common nails).- able 14).. 4 L.ix lb. Roof Sheathing Type .er 780 CMR Chapters 58 an 59).... . „,.. Roof Sheathing Thickness ,.,'k ,.-_, nee,- .:7 in.k..... .... ... -..—. Roof Sheathing Fastening able 2)..ra cr..ts j4 id.r...,..... .--;, fr k 1. This checklist must be met In its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist Is met In its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: .,--,. a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 -"c"----- . e. Corner Stud Hold Downs per Figure 18e_.... 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 shalt be a minimum 2 in.nominal thickness.pressure treated n-gra . .4;N., deiff 4 LIPty�b- 8b tstic, YJ5t* ED&t ?} fi I 1 e %wsr otkte. � ' . " !N%U3S I li .cIN tAEDtk'4E �� tSb ' I tAfiIAfrTit'. IR,TYP. II . bfI" ti f A q +' vnrt a 3� i K E 1 I, '1• a e 1 r rVs" 3 'I4.. 1 '\ f C. i— i_ ^ xi trig. • RhNEI. NWSP P RVSP ATTACHMENT ,0 NOT TO BGAt.t: FOR VERT. : iMb 4 CM1LZ. &TTACIIMENT NOTES: Wood Strurntat Pnls"dull be mininarm thickness of 7n6-and be instilled as follows I. Patois dud be aanalled with stisnstit axis parallel to duds ii. All bo'inoeral jolata'shef occur over and be nailed to training, iii. On dngle awry wrnuuctiaro,panels stall be attached to bottom plates and top mcaibapf the double iv. On two scary can action,upper panels shall be sundial to the top toeniser of rise upper double top plate end to bend joist st bottom of panel.Upper sttacbnn Of levier panel shall be trade to baud joist ares • lower attachment roads to lowest plate it fest Rote?rioting. v, Horizontalnal spacing at danble'iop plates,band joiw.and yndaf aril be a doable row of 34.,, usgvered at 3 bathes co cw pa figures below:Veroeat and Aorimnu!Nailing for Panel Aslwa vie r/z.. c,vte G -cir;J ST r'4 Z oF; 1 t { cleat alta •lyiP c •ro „t.•0 41 .ti V y � � 1.:T _ " . �.1 =.1 _ 3 -r- L _ s s •� ecr1wrrk lWIa l�% t '?•o,,zt o y x ? t:• i -- Z At' . F --- — — -- -= — — 1141 0 � -- — -- v F.I r- ~ .--__-;-:-........-n-...... — -- -- to .cc -... A 5�N11tt`C'd1Ms - d9M) 1 cd Z�ttit►LJ.5 t GENERA[,NOTES AND MATERIA[ caEC1FICATIONS' (Residential IRCConstruction) SK_I FOUNDATIONS . I.All workmanship to conform'to the req''rements of the Massachusetts State Building Code,latest edition. 2.'For site location and grading mfotmntion,see Site Pi 3.'Assumed net allowable soil bearing c en others,by 5 contact the Engineer'of Record.' 8 i �q"3000 psf,fora medium sand/gravel composition. Other soils enoounterod, 4. Concrete: Minimum 28 day strength,fo"3000 psi,314"aggregate designed per American Concrete Institute Code latest issue,maximum slump"4". a.) Anchor bolts/ASTM A307 galvanized,min.5'S"diameter, 12'long,w/2-IQ"hook spaced per Code Checklist,or in etcconcrete piers wSimpson ABU-series base;SPACED 2'o/c for slab-on-gradeconstruction(i.e.Garage,Basement walkout, ),), lxAll walls to have min.2#4 lop horizontal,2"clear,to prevent shrinkage cracks c.) All walls longet than 25'shall have vertical control joint with waterstopping between wall joint. FRAMING t.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition, 2,Structural D siert Loads' Dead Loads:Actual Weight of Building Components Live Loads:Snow Load a 30 psf(plus drift)with applicable reduction ATTIC Storage-20 psf LivingFloor-40psf ��' `,� ' ' Sleeping Floor W 30 psf Decks and Balconies a 40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3•A Sxl^ (as required) a, ASTM A572 Grade 50;shop palm with rust inhibitive paint Thru-Bolts: ASTM A307,1/2"diameter punched holes 9116"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: 1/360 total load deflection. tmbera,All new timFemiteber framing:Spruce-Pine-Fir No.2 with Fb"1000ps1 E'"1,300,000 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:AU L.V.L,sha11 be I.9E L.V.L.with Fb=2925 psi,E1,900 ksi,Fva285 psi,Fc_per"750 psi. Fc_par-3035 psi.Parallam(PSL):All PSL shall be min.1.9F.ES with Fb 2900 psi,E"1,900 ksi,Fv-285 psi,Fc_per"750 psi, Fc 2900 psi.Note that Microllam and Parallam may.be used interchangeably. 1. Deflection Criteria: 11480 Live Load,U360 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 behandled and installed per manufacturer requirements,with all nail holes filled,with the sizeinail 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 mm. 1x6' 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o%: 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.Bloekin • a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"Mc,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 2-10d toenails ea.end,or 2-16d 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. Handersless than 4•-0use 2-2x6;all others per MA State Building Code. OPTICH1 •2 • HEADER SIZP }' O • (� �. ? . ` : U.I'-&TOq-r (91ATAf /OErf' (1PA W0 p)Af • (I)A)1. <01aTQI•aTTaAP ' _ wDAwasnsEnn . I0 , I,\ 'yam o-4.-rrosu• auTAI mai' ;)1i1 Man (2) 0)1EP eAmalDOFxlxAP 7 n sii TiDiir tls-1•TO 8. R)ISTA lr ('AW �� PIM f-rIX[@{i 511A (I)A21 ti)AD 21 ffu I/oi In• LJ 1 p g r.piOr•be� IT3-rT�D 01P (�11TA 1I WYII. 1%10 ¢)An (I)All tlOiic. t1. 1jp1��)t...,4 Ari 1.‘•10-1''TO 16-0. (AET2131 Wf Pls Olq (I)A23 (1)A11 fll HEADER SIZE' ® © ® 0 O Of-aN ID 31• (t/'A•TO4.� w(Op : P�tH18 (i)A1} (I)A77 01' : (I)aitaPIBIOY ' TA®no aBACii Olafl8 S1l1O .::, ROIDO �'UC (1)QI{•i{3mNA81 (1)A11 (2)All 1✓i1r,0 -,4a+ a (4 (; - •T1U8'-0• fl'°o i®emfT a(n)s: P DAOILDC Srf.R (I)An (1)A2) Yt4 .. ' I (ffi11maY) f'IT F ILflt .. (#.au ratm 3l..n Aii rnrfl 1rS-1•TO ta-0'I i^mo rat maxi (I)A11 in �f t+1„�-, lM.M 60 \i, II\'4 11.1 it»�.✓v',11,1 +1M1ii (: ,, n-1a-rTO1s-0• p)m1n rmeicala (1)A23 cam fli. 1111111 III1il:: ::�� I• : LOOAIDse-r A#UMAROF1.OWfl[W11aM (IUA AT 1I flO ID1)S IM9 0 . �J SI le ill 1NflIlOdM lPHMEDAEOT{flNILR ATGO®Oflw'a.1100n n ae0�I1 1I 1.NAt Z1TTIAO[ENDETO EDO EDLflermsmlW1UtJ PRrCG OM trunoEIEy MiffI SAPPCI EEOIRq` &Istat 11..IB"YBRCIIAaIwAUA•YE'Ew IADJACENT T lO.n.c AI TAtfl W`WIW AADDtln nal eaT.011¢1 thEAn ADO TOWT.00N PDEOAflW FRAMIMG a WINDOW AND DOOR OPENINGS f p_ /}i C &t /7 /' ELEVATION VIEW • SIDE ELEVATION FROM EXT-RIOR f Extent of header(two braced wail segrene) / Eder/of Mader(ore dazed wel segment) •. / '� ( III Ir 111 zs:; 1 I 11 W W b lwnbn tp1.6Yap ` - 1 tslu el becentered at bottom at deader. Mh1hd1 � AI♦L3'a11-t14're(leeder I • • s• s• 1 � Sheathed'flet treaded Header shall de takeed b to kind roe gals cor�eiaN IN It • ._- stud web 6l�aerder Peas rawerea Per R6°2-3"2 IN 11 led sinker nett b2 tz Fastensheame ehg to header with ad nen IM II rzen@3'ea Max. nada b3hgwpeama♦shone and 3b. 11 NO oe1 asInetfemind(abateand elk)yp. it 1M 11 II ►to-amanlo6oeM.eercpduawwenwd,� IN IM t1• wood srua.alpedmseee cerwredabot**rn a Maar end installed art IN IM ■■i bottom wettor ealb damnes shown on ewe aeration,each ads d NN It • bottom dwetnd spike era opewq.(SIMPSONUSTA24/) 4 NN II wetapwmaderlzearea e a III 11 +v • . eta 1tt e: Ma For a Pana sppace(Ineeded).pan• .edges stud onaa-warand bs IN 11 S -.tweed**commonblomrpeMocarrenal the midde24mat%at I ' 1 II theigt.Ona nye a 3K ac nosing breWredat each Pa saga II NI ?fait(Stashed wdt) / II II leaingandwere tel Mpd-wwmrem. r II NI / faevhple:16b.mb.ta8f.height. gecedteealIns Sh NI II Min number of studs • zerhmewe NM 11 - Fei, taste ■ �n_�� 8602.10.6 11 U Mr No.apacmdapa Fal tapas WI stud table R502.6(ta2)/ �M NI 3lB"min ahidreeee . - :et- TaZXX plate was w.Lyp + as !tet fro ♦arcbrat Penh eteaseq a a a F.,..-.'41,-;•1- r i,--,t::::;;--,,r,.1...4.••;-.3".;-..yi (r e>ni.r ..:z h 4-1,4l.',"4-:%.,,,•";!-•,--41:$•••147'•-•.,-..t r - ..•t•,:'•l.+,1N,F. 4.MJ j3 ti r' • '_ Y.4rler die Dar IPer le Fouwabhpamde _ M011.6 requital; - 1160210.4.1.1 , - APA APA NARROW WALL BRACING METHOD NOT To SCALE el 1 OVER CONCRETE OR MASONRY BLOCK FOUNDATION 5k--Z • FLOOD OPENINGS • • • .1—. ENCLOSED AREA = 188 S.F. REQ'D OPENING AREA = 188 SQ. IN. AREA PROVIDED=(2)SMARTVENTS 8"X16": 400 S.I. NOTF�; FLOOD ZONE AE: NON—CONFORMING<50% HOUSE VALUE ' R EL. 12.0 = BASE FLOOD ELEVATION (B.F.E.) • NEW 2X8 ® 16" 0/C T.O. WALL EL. 10.0 l — i • \ • NOTE: 5/8" DIA. ANCH. BOLTS ® 24" 0/C MAX. I • W/ 3X3X1/4" PL. WASHER MIN.7" EM EDMENT(3KSI CONC.) **PER CODE CHECKLIST . MAX. SMARTVENT EL. 6.5 • ' • \ /A' —HYDROSTATIC RELIEF OPENING • V 1 8"X16" SMARTVENT IN 2X4 STUD WALL to • T.O.F. EL.5.5 FRONT,REAR,RHS A * • 2 #4 ® T.O. WALL 2" CLEAR FINISH GRADE N EL.4.85 . �\ T.O.S. EL. 3.5 CRUSHED STONE UNDER SLAB J 'C CC W • Q Q Z_ • . m s 0 to I I co • •' �00FM4g' O •• o I__I yG . _� MICHELE e B. O. FTG. EL.1.85* CUD1L RAL N p 3 STRUCT774 _ v No 34 0 *AS REQUIRED, PROVIDE! 1 y A9o9FaiszEP�c„ 3/4" CRUSHED STONF '., 24" / SIONPL/ TO BASE OF FTG. WHE4E i �jf!g WATER ENCOUNTERED. FOUNDATION WALL WITH HYDROSTATIC RELIEF PANEL DET IL plies /A • FLOOD FOUNDATION DETAILS MICHELE CUDILO, P.E. PROPOSED RESIDENCE ADDITION Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Massachusetts 02632 TAGLIAVINI RESIDENCE Drawn By: MC. Date: 10/05/18 Drawing 126 BREEZY POINT RD. Scale: None Rev. 0 SKS - 1 • • YARMOUTH,, MA File Name:Thaw. Project No.:2018-275 • REScheck Software Version 4.6.5 , . ; • Compliance Certificate l Project 126 Breezy Pt Addition Energy Code: 2015 IECC Location: Yarmouth, Massachusetts Construction Type: ' Single-family Project Type: 'Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site Owner/Agent: Designer/Contractor. 126 Breezy Point Road David Tagliavini South Yarmouth, MA 02664 149 Prospect Street ,. Suffield.CT 06078 - -.413-531-4613 ' david.tagiiavini@gmail.com Omp118lia:PaSsesi. 81nu"guAta g rrf- i r� s�� Compliance: 0.0%Better Than Code Maximum UA 91 Your UA; 91 R The%Better or Worse Than Code Index reflects how close to compliance the house i$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 " "?Foss AmciAn„ i nl m r:et u� h` A CaYlty �CCM i ' ' , .` , i i Perime!r RYaluvnrm.rwR-+ir. eit Ceiling 1:Flat Ceiling or Scissor Truss _ 40 30.0 0.0 0.035 1 Ceiling 2:Flat Ceiling or Scissor Truss 140 38.0 0.0 0.030 4 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 180 30.0 0.0 0.033 6 Wall 1:Wood Frame,16"a.c. 230 13.0 0.0 0.082 10 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 91 0.300 27 Door 1:Glass 21 . - 0.300 6 Wall 2:Wood Frame,16"o.c. 171 13.0 - 0.0 0.082 6 Window 2:Vinyl/FiberglassFrame:Double Pane with Low-E 102 0.300 31 Compliance Statement: The proposed building design described here is consistent with the bull g plans,specifications,and other calculations submitted with the permit application.The proposed buil•'•• • ;een designed eet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requ' - ents iiste• n the nspectlon Checklist. /f91/). � er44 " ! t ature ate Project Title 126 Breezy Pt Addition „< • Report date. 10/10/18 Data filename:C:\Users\david\Documents\REScheck110-10-2018 Breezy Rescheck File.rck , r Page 1 of 9 REScheck Software Versioner jr.i. 4.6.5 Inspection .Checklist . . r . Energy Code: 2015 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 :. - ' ' Pians Verified Field Verified , - d Pre-InspectioMPlan Review. , Value ' `i Value 'Compiles] m 'Comentm sJAssuptions 103.1, Construction drawings and Y ❑Com lies 103.2 documentation demonstrate + + ❑Does Not [PRI]' energy code compliance for the 0 building envelope.Thermal ❑Not Observable envelope represented on 0N0t Applicable , construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ' ' '.❑Does Not 403.7 energy code compliance for >.r❑Not Observable [P11313= 'lighting and mechanical systems. , x : 0 :Systems serving multiple " ° Not Applicable ;dwelling units must demonstrate '� " '= ` ` " ': 'compliance with the IECC ` - =Commercial Provisions. _ 302.1„ Heating and cooling equipment's l:"Heating: I ;:' . : Heating: ',• ' - ❑Complies I,403.7'.r,+: sized per ACCA Manual S based Btu/hr_' Btu/hr= '❑Does Not [PR2]; on loads calculated per ACCA ,Cooling: 4} , Manual J or other methods '. Btufhr_ Btu/hr ❑Not Observable approved by the code official - ❑NotApplicable Additional Comments/Assumptions: „ L ,` . ` '‘'U;;- yY tl • • • I1 High Impact(Tier 1) 12,jMedium Impact(Tier 2) 13,]Low Impact(Tier 3) Project Title: 126 Breezy Pt Addition Report date: 10/10/18 Data filename:C:\Users\david\Documents\REScheck\10.10-2018 Breezy Rescheck File.rck - Page 2 of 9 • section �. Foundation Inspection Complies? Comments/Assumptions 303.2.1,` A protective covering is installed to 'Complies [F01112;<7,protect exposed exterior insulation i]Does Not , r*and extends a minimum of 6 in.below '❑Not Observable grade. - - ENot Applicable !. 403.9 „j-Snow-and ice-melting system controls [F01212 installed. DDoes Not ENot Observable, GNotApplicable f Additional Comments/Assumptions: • • . 1(High Impact(Tier 1) L2 f Medium Impact(Tier 2) 3_ Low Impact(Tier 3)- j Project Title: 126 Breezy Pt Addition Report dater:, Data filename: C:\Users\david\Documents\REScheck\10.10-2018 Breezy Rescheck File,rck Page 3 of 9 ;Section - ;. Plans Verified. Field. fied , # 'I Framing/Rough-In Inspection value I VeriValue Complies? CommentsfAssumptions 402.1.1, Glazing U-factor(area-weighted U_ U- ❑Complies ISee the Envelope Assemblies' 402.3.1. ,average). ❑Does Not 'cable for values. 402.3.3, 402.5 ❑Not Observable (FR212 - I - " ❑Not Applicable 303.1.3 :U-factors of fenestration products •'' ❑Complies ' (FR4J1 :are determined in accordance ' ° = " N, n°.! ❑Does Not ,� ;with the NFRC test procedure or ; . ; ❑Not Observable taken from the default table. "' - 's❑Not Applicable ! ' 402.4.1.1 'Air barrier and thermal barrier ❑Complies (FR23]r 'installed per manufacturer's - - ❑Does Not ,instructions. � _ ,! ❑Not Observable ;❑Not Applicable 402-4.3 ;Fenestration that Is not site built ' " E❑complies [FR20]' is listed and labeled as meeting s r ❑Does Not AAMA/WOMA/CSA 101/1.5.2/A440",, I'i ❑Not Observable or has Infiltration rates per NFRC ❑Not Applicable '400 that do not exceed code , pp icable limits. 23 • 02.4.5 ' IC-rated recessed lighting fixtures :: &❑Complies (FR16j'„ sealed at housing/iinterior finish ?❑Does Not r E i and labeled to Indicate s2.0 cfm Not Observable t leakage at 75 Pa. t ❑ ['''''�''''�� °'?❑Not Applicable 403.3.1 'Supply and return ducts in attics ,, ' �= 3.j High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 126 Breezy Pt Addition , Report date 10/10/18 Data filename: Ci1Users\david\Documents\REScheck110-30-2018 Breezy Rescheck File.rck Page 5 of 9 Section. F',ff ,. Pians verified field Verified " # Insulation Inspection " Com Complies!) &Re ID value Yaiue .. ? 3. Comments/Assumptions:; 303.1 m' All installed Insulation is labeled ' °� � '❑Complies [IN13j'= or the installed R-values ' '"❑Does Not provided. ❑Not Observable ,�,�;,�.,.�... _ _ _ �, ONot Applicable 402.1.1, :Floor insulation R-value. ; R- + R- ❑Complies ,See the Envelope Assemblies 402.2.6. 0 Wood i❑ Wood °Ooes Not table for values. (IN111 ,0 Steel '❑ Steel ❑Not Observable f ,❑NotApplicable 303.2, ;Floor insulation Installed per 1:❑Complies 402.2.7 manufacturers instructions and %I (IN2j1 j in substantial contact with the a; ' !;❑Does Not ; faii .underside of the subfloor,or floor r ❑Not Observable t framing cavity Insulation is in , , - .� ' Not Applicable i contact with the top side of `'' , :sheathing,or continuous I Insulation Is Installed on the underside of floor framing and 1 extends from the bottom to the 1 top of all perimeter floor framing , members. , ' 402.1.1, Wall insulation R-value.If this is a R- R-_ ;❑Complies See the Envelope Assembres 402.2.5, mass wall with at least%of the 0 Wood 0 Wood ❑Does Not table for values, 402.2.6 wall Insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN311 exterior,the exterior insulation ,requirement applies(FR10). ❑ Steel 0 Steel ONot Applicable 303.2 Wall insulation is installed per[1144)1. 'manufacturer's instructions. =+❑Does Not • ;10Not Observable ' .- .. ...wv -�.. ,, . i:'❑Not Applicable • Additional Comments/Assumptions: , • • 11 High Impact(Tier 1) 1,2 Medium Impact(Tier 2) I3'Low Impact(Tier 3) I Project Title:126 Breezy Pt Addition I .. Report date: 10/10/18 Data filename:C:\Users\david\Documents\REScheck\10-10-2018 Breezy Rescheck File.rck , Page 6 of:9 section ' ' j: plans Verified field Verified & Re ID Final Inspection Provisions I . Value Value j Complies? Comments/Assumptions 402.1.1, Ceiling insulation R-value. R-_ :: R - :❑Complies „See the Envelope Assemblies 402.2.1, � ,❑ Wood ❑.Wood ;❑Does Not 'table la values. 402.2.2, _ 0 Steel 0 Steel ONot Observable [F11)1 6 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per r = •, ❑Complies • ' 303.2 'manufacturer's instructions. - " i` ODoes Not [F12]1 Blown insulation marked every ':'.❑Not Observable ; '300 fta. ;`S=❑Not Applicable 402.2.3 "Vented attics with air permeable :❑Complies [F122]2 ', insulation include baffle adjacent i' :'; .� 4 ❑Does Not • to soffit and cave vents that extends over insulation. ,;`I❑Not Observable ,� =❑Not Applicable 402.2.4 Attic access hatch and door R-_ 3 R- ❑Complies (F13)1 insulation z:R-value of the r❑Does Not adjacent assembly. DNot Observable • ❑Nat Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ; ACH 50=_ ;:ACH 50=_ . ❑Complies ' [FI17]1 ach in Climate Zones 1-2,and ; ❑Does Not <=3 ach in Climate Zones 3-8. : ❑Not Observable " ❑Not ARPlicable 403.3.4 Duct tightness test result of<=4 'i cfm/100 =:❑Complies + , (F14]1 dm/100 ft2 across the system or' ft" :.ft !❑Ones Not <=3 dm/100 ft2 without air handler @ 25 Pa.For rough-in ❑Not Observable t " .tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.3 -Ducts are pressure tested to cfm/100 - cfm/100 ❑Complies [F127]1 determine air leakage with ' I ft =- - '._ ;❑Does Not " •either: Rough-in test:Total • -`ji 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. - 403.3.2.1, Air: handler leakage designated- r ->;--..., r-,, .P ;❑Compiles [FI24]1 by manufacturer at<=2%of #, `. $❑Does Not 'design air flow. ❑Not Observable t ".❑Not Applicable - _ , 403.1.1- 'Programmablethermostats _.._.v. ..,_..,. ❑Complies [Fi9]2 Installed for control of primary I '.❑Does Not heating and cooling systems and initially set by manufacturer to [- I , ❑Not Observable ' .! code specifications.- ' i"-4 . , ------ Not Applicable 403 1.2 : Heat pump thermostat Installed .q Complies ; . ' , [F11012 ° ,on heat pumps. f : i r "❑Does.Not _ ; ` 4 ' + rt❑NotObservable i 't ,' (4y'k ..I I a �+ ^.� t ; , > #❑NOtApphtabl0 � ' 403.5.1 Circulating service hot water " ,,, i ,, „r j r` ❑Compiles [FI11]2 ,'systems have automatic or g , I, �;: [ t,, ;'"u i❑Does Not - ' accessible manual controls. otii, • ` . r,. 7 . .0 r ,, -� , c❑Not Appervable .=._. Applicable = 1 High impact(Tier 1) [21M d";m Impact(Tier 2),. 13 1 Low Impact(Tier 3) Project Title: 126 Breezy Pt Addition ..,.; Report date: ;:10/10/18 Data filename: C:\Users\david\Documents\REScheck\10-10-2018 Breezy Rescheck Fiie.rck. ,:;. Page 7 off 9 • Section t ions Verified, "Field Verified # Final Inspection Provisions .1p Value Value CompiJes7 Comments/Assumptlons &Req ID i u 403.6;1":".„,' All mechanical ventilation system ;,' ❑Com lies f F125J3 ; fans not part of tested and listed a '*' ❑Goes Not t HVAC equipment meet efficacy - ❑NOt Observable and air flow limits. _ . ❑Not Applicable 403.2 ;:1 Hot water boilers supplying heat ❑Complies If126Jz` through one-or two•pipe heating = ❑Does Not i systems have outdoor setback °:€control to lower boiler water +❑Not Observable ' temperature based on outdoor € ❑Not Applicable temperature. 403.5.1.1 j,Heated water circulation systems :� ❑Complies [f1281' }have a circulation pump.The ❑Does Not i system return pipe is a dedicated ' > :}❑Not Observable return pipe or a cold water supply pipe.Gravity and thermos z `❑Not Applicable I� ;r .syphon circulation systems are `;,not present.Controls for I circulating hot water system pumps start the pump withsignal j' for hot water demand within the :1•41,1J.'` 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 IFi297t comply with IEEE 515.1 or UL 3 ::,515.Controls automaticaily , �DoesNo[ ?adjust the energy input to the s❑Not Observable ' 'heattracingtomaintainthe `l1❑Not Applicable i 1 desired water temperature in the I- • ;. piping. 1 403 5 2 °-Water distribution systems that ❑Complies [F130Jz have recirculation pumps that ❑Does Not pump water from a heated water W ;'' :`.supply pipe back to the heated 4,, ;, '; Not Observable t water source through a cold ❑Not Applicable j E water supply pipe have a y �'� - demand recirculation water - .�: system.Pumps have controls - that manage operation of the pump and limit the temperature . of the water entering the cold ': `1water piping to1049F. € • t 403.5.4. Drain water heat recovery units "" OComplies • [F13112 `:tested in accordance with CSA -'❑Does Not s 855.1.Potable water-side i pressure loss of drain water heat ❑Not Observable , • = recovery units<3 psi for - ❑Not Applicable 11 individual units connected to one or two showers.Potable side pressure loss of drain wager .1,„...rx r heat recovery units<2 psi Nor individual units connected to 4t', ' , , .�- 4-,., r s three or more showers. u 11J1111-1,6:1;‘::::";;;;a 8 404 1 ::75°%of lamps in permanent =r�,I ',❑Complies (FI6Ji 'fixtures or 75%of permanent F44::...„:44„.".;:4.4,4-_,,,,-,-; ` ❑Does Not • •fixtures have high efficacy lamps `��'�'� ,' I i ,I i 1 ' Does not apply to low•voltage !! , S ..€❑Nat Observable lighting. °d(' ' , : , 40Not Applicable 4041.1` n Fuel gas lighting systems have41 '^❑Complies [F12313 :no continuous pilot light r7. ' .DDoes Not ;�❑Not Observable ::..: :(❑Not Applicable '. J 1 High Impact(Tier 1) L21 Medium Impact(Tier 2) 3 i Low Impact(Tier 3) Project Title:126 Breezy Pt Addition Report date: 10/10/18 1 • Data filename: C:\Users\david\Documents\REScheck\10-10-2018 Breezy Rescheck File.rck«' "': =` Page 8 of'9 • • Section xn M- ' Plans Verified Field Verified "<.l ^' # {I Final inspection PrOVISIOI Complies2 iCmm Coents/Assumptions & Req.ID I_' Value� value 401.3 'Compliance certificate posted. ,❑Complies )F17)? [ ve ; rnI ,(❑Does Not ❑Not Observable tttt„ EJNot Applicable 303.3 Manufacturer manuals for ' .-=❑Complies(F116)3 mechanical mechanical and water heating , ❑Does Not systems have been provided. - I � ❑NoE Observable . s -i.❑Not Applicable ; Additional Comments/Assumptions: • • 1 lHigh Impact(Tier 1) [2Medium Impact(Tier 2) [3 [low Impact(Tier 3) Project Title: 126 Breezy Pt Addition • Report date: 10/10/18 Data filename: C:\Users\david\Documents\REScheck\10.10-2018 Breezy Rescheck File.rck Page 9 of 9 gfr 2015 IECC Energy Efficiency Certificate. t*j flr N'9nor ns Insulation *g i �I ,f; ,12ating !!;Wad, s 1 � lu Above-Grade Wall - 13.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork (unconditioned spaces): Glass B Door RatingS , IJ;Fac of `' '$HGC ! Window 0.30 Door 0.30 WM,F 'w, 'w+W UYa'u'#M. h *'!`+kMvdltt rXWCyq Heating 8 Coolmg EQuipmenY „ " i fficienc Heating System: _ Cooling System: _ Water Heater: _ IN rivow,g1.lynatfillIratek,, 1 Name: Date: Comments