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HomeMy WebLinkAboutBLD-19-986 e-toa.d• F-7-b-1/S.: ONE & TWO FAMILY ONLY- BUILDING PERMIT • • Town of Yarmouth Building Department or r tt 1146 Route 28, South Yarmouth,MA 02664-4492 ' '� 508-398-2231 ext. 1261 Fax 508-398-0836 ���, E� Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or 7tvo-Family Dwelling .This Section For Official Use Only , . .. Building Permit Number::;SID IT C� 9� Date Applied: . 2 ' H . . • idingOfficial(Prim Name) Signature; "* ,:,,_ ' .,, ....: i, . • ,';: :.•.,.;. , - Date. .._:: in rrt SECTION 1:SITE INFORMATION . . • . . TO T 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers XI O l Cryr�Ru UTNt: 050I CO 7Yrlj IT a 1.1a Is this an accepted street?yes ✓no Map Number Parcel Number Z cn 13 Zoning Information: 1.4 Property Dimensions: r C !Les in Nil ct1 •Shn.e- 11iri6r tott.o z _,r- Zoning Zoning District Proposed Use Lot Arca(sq ft) Frontage(ft) cn 1.5 Building Setbacks(ft) m y ir, Ps Front Yard Side Yards Rear Yard ='t m O D Required Provided Required Provided Required Provided Z C m i PC o 1.6 Water upply:(M.G.L c.40,454) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Private❑ Zone: _ Outside Floodzone? Municipal❑ On site disposal system 0 Check if yes SECTION 2..PROPERTY O'WNERSHIPI 2.1 Owner'of Record: 1ZdhOrli• 1-ANN(177,r,J; i'l-tigIit MOS 0205"w Name(Print) • City,State,Z1P II Livl Gicithw(Jr cr. "1;0g—n1—V) C1"ANrvat2;Jt.\,g6-"e+' , !.0 No.and Street Telephone Email Ad s '-.:,i ' SECTION 31.DESCRIPTION OF FROPOSEI2 WORK;(check all Mat apply y ' ` ., New Construction❑ Existing Building El Owner-Occupied ❑ Repairs(s) ❑ I Alterations) I'J Addition [i' Demolition 0 Accessory Bldg.❑ Number of Units_ Other ❑ Specify: Brief Description of Proposed Work': CA to t 'a,v or i 4 O A 2 t 1--41 " S 14 C-Lc SI TcAtt, M91'I i r7(nl Dive 2 4t non..r. it , vas tenAl v cif. Want-. xpAiavnra Ac w aTa ro s4n- ..- No -N• c° — Lno3 r r.: 6 ?,,r.. :'SECTION;dz.ESTIMATEb.CON5'1"I;ifQTIQS.COST5:>;%y'',:,;:';`, ;N. /GO Item Estimated Costs: '()fficai tree Only" ,;� `4 Auf"4 "i 018 (Labor and Materials) x+ a ,, : . c + 1.Building $ cli oo a '1.Building Permit Fee:.S O b ;Indicate hoot fee S C ied.TCA`n,ltf vE D 2.Electrical $ ) AI StaMitrd'City/r'owip.11pp1eation E'eC "5 r i t �•�- I]Totalproject Costs f lamb) multrpher - x 3.Plumbing $ •; ,0 0 a 2.. Other,Fees..$, . 21 ZU 18 4.Mechanical (HVAC) $ 2�Stl D List f.:;r*„`") ,,z S.Mechanical (Elie r':^o`°" ;•:S..s.47.rk 47:;` .`.'1,m,r.e1:,. :_�,yv,. ..: .t �4,'''' , 9:F.4 Fn Suppression) $ a y'.Total All Fees:,$+, .'_' '.':i.' •. _�� ,� ..+-- -.•..;..''"..,1'. ", .' 'ChdckNo•TC-;;,;::'.CheekAmount,'-. Cash.mouni:' •5 6.Total Proect Cost: $ '� , •' —� � �� tlU� Cl PaidxaFull=::'.;',..;',�OulstatidiagBalaileaDue `460 • SECTION 5: CONSTRUCTION SERVICES . . . . 5.1 Construction Supervisor License(CSL) • ag �^ GNumber 3 to J Ira✓}UJ A gad N License Number Exptr�aon tau Name of CSL H lder y�� qt QS List CSL Type(see below) UM&.CS'l}�AG'reA kNo.and Street1t1) ; Type • .. . Description Ca Turfi im) GUI(( U Unrestricted(Buildings up to 35,000 cu.R) 11�� R Restricted l&2 Family Dwelling Citytrown,State,LIP M Masonry RC Roofing Covering WS Window and Siding / �`!� /' • SF Solid Fuel Burning Appliances 's—,n O 0 \/G2N1)•t,I co sivmm cm ii (o GGov .L 1 Insulation Telephone Email address .co D Demolition 5.2 Registered Home Improvement Contractor(TRIC) S-5-c ),,a.) t U "I ru _Alw HIC Registration Number Expiration b tt EEC Company Naine or RIC Registrant Name 1? d hiftt.) 4T• 4tt1MJcaosrnvcn.Aco6Fetal'.Clh No.and Street Email address rdTUoT A-13 at‘3f VW---1)f --aio City/Town,State,� Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(ALG.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 Issuanc 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 STr 14ei j 0 tvt a to act a my behalZ in all matters relative to work authorized by this puilding permit application. • Prin'tlTwan'SName(Ei Signature) 11Datcll r • • • 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. C w-w 11 WI-IZ '1 / tri/r Print Owlet's or Authorized Agent's N le onic Signature) Date • NOTES:, 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(MC)Program),will RN have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the BIC Program can be found at www.mass.gov/oc4Information on the Construction Supervisor License can be found at www.mass.aov/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" • The Commonwealth of Massachusetts t _ 1111= Department of Industrial Accidents -• =troy= 6 1 Congress Street,Suite 100 sea 't:=11-4-t= ti Boston,MA 02114-2017 >47., www.mass.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): (-thi Tb Gif aye (4ftix t qi.d ) Address: r-ZC lily 403 4. City/State/Zip: C0 r iic tivirttl 62.431- Phone#: fig= ''Z 6— (660 Are you a ployer?Cheek the appropriate box: Type of project(required): 1. I am a employer with C employees(full and/or part-time).' 7. 0 Ne nstruction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. emodeling any capacity.[No workers'comp.insurance required.] 3.0 1 am a homeowner doing all work myself.[No workers'comp.insurance required.]: 9. :IgInOf 4.0 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 11.❑Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.01 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.: 13.0 Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL 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. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that Is providing workers'compensation insurance for my employees. Below Is the policy and job site Information. • Insurance Company Name: tt'- S ti Llcv ,( fcA �ih ( (J� Q/i Policy#or Self-ins.Lic.#: W',CC- tCfc0o q 14'i 241 d /- Expiration Date: T/I`t// Job Site Address: b St♦?7l)t)hl I—014) e- City/State/Zip: C Itti11p Jtzj/- thij-l( /� � Attach a copy of the workers'compensation policy declaration page(showing the policy numb r and expirafion date). (.� u Gy 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 imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be fo . . . . to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under a pains and pena • of perjury that the information provided above is true and correct. Signature: Date: F( 7/231Ar Phone#: SC — tYV�j— C C60 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 911.1'44S TOWN OF YARMOUTH s r C BUILDING DEPARTMENT o `R'i ' y 1146 Route 28,South Yarmouth,MA 02664 F "«., 1/ 508-398-2231 ext. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5, I hereby certify that the debris resulting front the proposed work/demolition to be conducted at h SOrnxt,if L_&'e S, '$ writ Work Address Is to be disposed of at the following location: A& k I— SbN '1064 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. 7'21 /� Signa of Application PP Date Permit No. Client#:38438 2CENTRALCA ACO$D,M CERTIFICATE OF LIABILITY INSURANCE Do5/i ZoD1a THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Nell Insurance Agy PHONN,Eat): 775-1620 r"(A/c,No): 5087781218 INC.973 lyannough Road E-MAIL P.O.Box 1990 ADDRESS: H annis,MA 02601 INSURER(S)AFFORDING COVERAGE NAICE y INSURER A;Mane Mutual Insurance Contemn: 17000 INSURED INSURER 8:Associated Employers Insurance Company 11104 Central Cape Construction Company,Inc. 820 Maln Street INSURER C: Cotult,MA 02635 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ITR TYPE OF INSURANCE JNSR POLICY EFF POLICY EXP LIMITSJNSR VWD POLICY NUMBER IMM/DD/YYYY) (MM/DD/YYYY) A GENERAL LIABILITY 3600067686 09/06/2017 09/06/2018 EACHOCCURRENCE31,000,000 X COMMERCIAL GENERAL LIABILITY PREMISE$(EeEONccTurrence) $500,000 CLAIMS-MADE X OCCUR MED EXP(Any one parson) $15,000 PERSONAL a ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEM.AGGREGATE' LIMIT APPLIES^ PER: PRODUCTS-COMP/OP AGG 32,000,000 I POLICY jai I I LOC _ $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea ecddentl $ — — ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS — AUTOS ) HIRED AUTOS _ AUTOSAU NON-OWNED (PRer PROeoziPERTY DAMAGE $ _ $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ _ DED RETENTIONS $ B WORKERS COMPENSATION WCC50050091992018A 05/14/2018 05/14/2019 X oT RVIAMRS FOR AND EMPLOYERS'UABILJTY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN EL EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? Y NIA (Mandatory In NH) E DISEASE-EA EMPLOYEE $500,000 N rSe deeaihe under DESCRIPTION OF OPERATIONS below E.L.DISEASE.POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N more space Is required) "e Workers Comp Information" Voluntary Compensation;Other States Coverage Proprietors/Partners/Executive Officers/Members Excluded: Steve Devlin,Pres./Treas. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ' ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVES --le/.......4. ^Mz IC •a7 c.G --- ( ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 2 The ACORD name and logo are registered marks of ACORD #5211924/M211923 LS1 �/e owtmeonweait/ a/G�� ooaek c e&o c Office of Consumer Affairs and B smess Regulation %-etti 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration = =- Registration: 131841 Type: Private Corpotanon C_::__::;2 71 Expiration: 926/2018 Tr# 419291 CENTRAL CAPE CONSTRUCTIONCO. INC._;'_' ;-,'rl,, STEPHEN DEVLIN ---' \:1 820 MAIN ST. E: _ = r = • .-iJ COTUIT, MA 02635 {' - - Update Address and return card.Mark reason for change. ❑ Address 0 Renewal o Employment ❑ Lost Card SCA 1 A 20M-05/71 /%r• rnurrnrrrrkol/At/^�(,r�.'a�4', ` Office of Consumer Attain&Business Regulation License or registration valid for individual use only HOME IMPROVEMENT CONTRACTOR beton the expiration date. If found return to: IS-RV � Registration: 131841 Type: Office of Consumer Affair and Business Regulation 24-;r Expiration: 9/26/2018 Private Corporation 10 Park Plaza-Suite 5170 • Boston,MA 02116 CENTRAL CAPE CONSTRUCTIONCO.INC. STEPHEN DEVLIW, 820 MAIN ST - - ta.. ;`._._—_ COTUff,MA 02835 Undersecretary %Zatere Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constructtdri tope rvisor CS-047993 Expires:02/04/2020 STEPHEN J DEVLIN • -.' [/r 820 MAIN STREET -- f5;%i_; COTUIT MA 02636 . /1t;/. Commissioner c,L ot=.,T,t TOWN OF YARMOUTH g HEALTH DEPARTMENT • 0 _ RECEIVED x PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET AU3 U8 7118 To be completed by Applicant: HEALTH DEPT. Building Site Location: (1 S )9-Tv fliv [.,A-NO I * ' Proposed Improvement: CON) 6T two-- Nil- V-6 S IJ6-t-c STcm5 AAVS I TIU.IJ cW 15COlerk3141 1 B ✓oav� Applicant: c c ti to V 1 01--13 . Tel.No.: cor- t? 6- cc(o Address: +i'.'t0 s i! (ow if, Vh n-I c Date Filed: 01/g - **Ifyou would like e-mail notification of sign off please provide e-mail address:CCerIPRA I (Ow SIn,vvnrw(b 0 (j.s j t (. (a".' Owner Name: 1 Oft TA-kN Oat:) , Owner Address: (7 S 1h'flLN L flJt; Owner Tel.No.: '�}? 3 ( — 61 ra 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. �y REVIEWED BY: DATE: BAc// C/ PLEASE NOTE COMMENTS/C ITIONS: Use 'rto (c (MRI (A J 2 t3ecL✓Clc., - I uct ' aN up g`/y cdvE 3 ,3mivo v-ru7'u-c. (al.vuse F-[oo/ 4.614t ti — CG.4J./Za ,cfc ehm ® c -te p C.4J' l s•e/l+t c _ 0k_ • YARMOUTH WATER DIVISION , V1 ` 99 BUCK ISLAND ROAD • • WEST YARMOUTH, MA 02673 PH.: 508.771.7921 FAX: 508-771-7998 BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Bldg. Site Location 1'1 SATta4) ( t c_ Map #: 6-0 Lot #: 0 Proposed Improvement: S n,,y,L-c Snit-) 1`f 1�C21 ' C y pi) 1 non) Applicant: Srtpj d CUt-11,) Address < Lo {u,j ar_ Tel. #: -S7Jr 716-640 Date Fled: k/-�/IP_ • CoT'�isl &41 002 o r l 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, s, Rivers, Ocean, Bogs, Bays, rshland, Etc.. Health Department: Determines Compliance to State and [Town Regulations, Le., 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, Sprnk'nr Systems, Etc signal r c' apps ca-t Date PLEASE NOTE: COMMENTS: elVe Reviewed by:Water Division Date ` • YARMOUTH TOWN CLERK Bk 30796 Ps 105 ' 49652 09-29-2017 a 10: 14a OF-Y'9k TOWN OF YARMOUTH It e BOARD OF APPEALS 0 ""' ' y DECISION '1iSEP7F`14:04 REC FILED WITH TOWN CLERIC September 7,2017 PETITION NO: #4703 • HEARING DATE: July 13,2017 PETITIONER: Robert Tannozzini and Sandra Tannozzini PROPERTY: 17 Saturn Lane,South Yarmouth,MA Map&Lot#: 005050; Zoning District: R-40 Book/Page: 14827/17 • •ME111BERS PRESENT AND VOTING: Steven DeYoung,Chairman,Sean Igoe,Dick Martin, Thomas Nickinello,Susan Brita and Tom Baron(nonvoting)Alternate. Notice of the hearing has been given by sending notice thereof to the Petitioner and all those owners of property as required by law, and to the public by posting notice of the hearing and publishing in The Register,the hearing opened and held on the date stated above. The Petitioners are Robert and Sandra Tannozzini who seek either the grant of a Special Permit or the grant of Variance in order to construct a 14' x 21.64 addition to an existing single-family dwelling.The need for the relief is predicated upon the fact that the property sits on a lot which is essentially a triangle with its apex being at the junction of Saturn Lane and Pluto Lane, South Yarmouth, MA. The property location is 17 Saturn Lane, South Yarmouth, MA within an R-40 Zoning District. The Petitioners each appeared and explained well the reasons for the needed relief.Because of the • home's location with 2 sides of the lot upon which it sits abided by roads, the property has the same difficulties that many corner lots have needed relief from in the past.The front of the home faces the apex of the triangle and the Petitioners seek to place their addition along Pluto Lane. While technically the home may be considered as fronting on both roads,the side of the dwelling facing Pluto Lane is truly a side yard.The proposed addition,when constructed,will be 18.9 feet from the road layout. Even assuming the road construction is to the full extent of the layout, the relief sought is minimal. The Board had discussion and concluded that the appropriate relief in this circumstance was that of a Special Permit. Further, there were findings consistent with that for the allowance of a Special Permit, i.e.,that the grant of the Petitioned relief would not result in any undue hazard, nuisance nor congestion nor any substantial harm to the existing or future character of the neighborhood or Town. This home is situated in a nice residential area with homes of varying sizes and the relief needed in this circumstance is minimal. 1 LJ • Mr. Igoe made a Motion, seconded by Mr. Nickinello to grant the Special Permit as per the Petition which Motion carried unanimously in favor and the Special Permit was therefore granted, without condition.As to the portion of the Petition which referenced the request for a Variance,a Motion was made by Mr. Martin,seconded by Mr.Igoe to allow the withdrawal of this portion of the Petition,without prejudice which Motion was unanimously voted in favor of by the Board. No permit shall Issue until 20 days from the filing of this decision with the Town Clerk This decision must be recorded at the Registry of Deeds and a copy forwarded to the Board of Appeals. Appeals from this decision shall be made pursuant to MGL c40A section 17 and must be filed within 20 days after filing of this notice/decislon with the Town Clerk Unless otherwise provided herein,the Special Permit shall lapse if a substantial use thereof has not begun within 24 months.(See bylaw,MGL c40A §9) • Steven DeYoung,Chh il7dan • • 2 0 Siv-uv'i Ltit\ie , cooh tYLhC\In') AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7soCMR 5301.2.1.1)' 0 Check Compliance 1.1 SCOPE ✓/' Wind Speed(3-sec.gust) 110 mph Wind Exposure Category B LITZ 1.2 APPLICABILITY Number of Stories (Fig 2) ( stories s 2 stories V Roof Pitch (Fig 2) ei 512:12 �jle- Mean Roof Height (Fig 2) ! ft 5 33' Building Width,W (Fig 3) M ft 580' Building Length,L (Fig 3) 7alft s 80' Building Aspect Ratio(LAN) (Fig 4) 5 3:1 ..�/ Nominal Height of Tallest Opening (Fig 4) �-K,5 68' V 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete ✓ -Donerete-Ittaffnry A 2.2 ANCHORAGE TO FOUNDATION'S 5/8'Anchor Bolts Imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete onlyS4 h Bolt Spacing-general (Table 4) in. Bolt Spacing from end/Joint of plate (Fig 5) ('Z in.5 6"-12' / Bolt Embedment-concrete (Fig 5) . 1,in.a 7' ✓ Bolt Embedment-masonry (Fig 5) _Li Plate Washer (Fig 5) 2 3'x 3'x'/.' _ 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) I// Maximum Floor Opening Dimension (Fig 6) _4,ft 5 12'or L/2 or W/2 r/ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) -AO� Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) .a ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) 0 ft 5 d Floor Bracing at Endwalls (Fig 9) Floor Sheathing Type (per 780 CMR Chapter 55) Floor Sheathing Thickness (per 780 CM3..Chapter 55) 3/y in. Floor Sheathing Fastening (Table 2).. d nails at A in edge/Jim field (/ 4.1 WALLS Wall Height _ /� Loadbearing walls (Fig 10 and Table 5) 7 ( s 10' / Non-Loadbearing walls (Fig 10 and Table 5) U-Elt 5 20' _/ Wall Stud Spacing (Fig 10 and Table 5) r 6 in.5 24'o.c. Wall Story Offsets (Figs 7 8 8) -tf_ft 5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls (Table 5) 2x -aRin. _.V / Non-Loadbearing walls (Table 5) 2x ,-J. _Qin. Gable End Wall Bracing Full Height Endwall Studs (Fig 10) WSP Attic Floor Length (Fig 11) ft 2W13----- Gypsum Ceiling Length(if WSP not used)...................(Fig 11) (ja.,ft 2 0.9W rT 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11) Double Top Plate _ / Splice Length (Fig 13 and Table 6) pfts- J/_. _ / Splice Connection (no.of 16d common nails) (Table 6) -tT / AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections /' Lateral(no.of endnailed 16d common nails) (Table 7) 'L �/ Non-Loadbearing Wall Connections Lateral(no.of endnaged 16d common nails) (Table 8) 2- Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) j Header Spans (Table 9) 2 ft__G.in.511' L./..„,.. Sill Plate Spans gable 9) _Left in.5 11' I.,"/- Full Height Studs (no.of studs) gable 9) -y.,_,eg4g s,gC 4/ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) 2H able 9) min.s 12" f/ SilluPlateit us Full lght Studs g(no.of studs) gable 9) ,,, 44 ,S•i _ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 �.L�6'r __ Sheathing Type (note 4) ')I4L_ WS`p _G Edge Nail Spacing (Table 10 or note 4 ii _ less) _in. //'_ Field Nail Spacing (Table 10) Stn. —i/ Shear Connection(no.of 16d common nails)(Table 10) Percent Full-Height Sheathing (Table 10) , �10. - 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) r.niw• Maximum Building Dimension,L /� Nominal Height of Tallest Opening2 p.7is 6'8' Sheathing Type (note 4) 'bj/./2 I.,r,, (Z Edge Nail Spacing (Table 11 or note 4 if less) rin. Field Nag Spacing gable 11) In. Shear Connection(no.of 16d common nails)(Table 11) Percent Full-Height Sheathing (Table 11) A 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts) e---,-=r---.- Wall Cladding Rated for Wind Speed? /iA 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Ve Roof Overhang (Figure 19) ft s smaller of 2'or L/3 1e.- Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U- Lateral hOplf Shear (Table 12) L-__ *L�'plf (Table 12)' S- If Ridge Strap Connections,if collar ties not used per page 21.....(Table 13) T-zq plf Gable Rake Outlooker (Figure 20) ._12.ft s smaller of 2'dr 1/ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) 417 U= , Lateral(no.of 16d common nails) (Table 14) L=fllb. Roof Sheathing Type (per 780 CMR Chapters 58 and 59) —717_,/ Roof Sheathing Thickness ?/L1,in.z 7/16"WSP _ Roof Sheathing Fastening (Table 2) 45 IrC. is(A Notes: 1. This checklist must be met In Its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist Is met In Its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown In Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 In.nominal thickness.pressure treated#2-grade. Ren SERVICE NO, 96/ ///})) 6961 2/15/2002 NAME' q(/hes SANDRA TANNOZZINTtt ,(�G STREET / 7 ` aiva.y fa/7e, VILLAGE Crude - // /,/no /. /C METER NO. //301539..__ d 4//A22o 7970 J.7-o298 u Age • 37 7 `i rb Ne th) 8 b12 1. f4 \ 1 sg7vlarr Pian „ym/ I A B C R = 25.00' . • S—Tank 1 58.0' 54,8L = 53.57' Inlet Riser Notes: Riseox 2 55.0' 60.5' I Assessors Mop 50 Parcel 50 M.H. 3 53.5' 31 .8' 66.0' 1N�fDtSKINS�'it4; Viii)twit -L M.H. 4 61 .0' 74.6' TOWN BYLAW & r(EGULATIONS/�/ g d 7 YARMOUTH ATER DEPT DATE M.H. 5 53.5 37.0' Lot 15 DECEIVED 13,768± Sq. Ft. 7 AUG 152018 co ci LTfr HEALTH DEPT. Future Addition .,•3 .-• �I4" * F O oL 0 N AI \(z) 2'`7' SEPTIC LOCATION. PLAN p�o� _� a 14.0' i Prepared For A ROBERT TANNOZZINI I 0,a'' Int House #17 located at ce Ni B C 17 Saturn Lane Q o South Yarmouth, MA 2�, ik LU I I Scale: 1" = 20' Dote: April 26, 2018 `" 0`y. I I Rex. Date 4/30/18 Add Addition J — ' Rex. Date 5/11/18 Rev. Addition I Deck l 5t� \ 3 1 I I . � Prepared by: SAS <� Orre yo� ad All Cape Septic and Survey 3& 618 Route 28 wit\ oS Tank Assessors Map 50 West Yarmouth, MA 02673 4 D—Box Parcel 49 (508) 771 -4200 S 27'34'20" W ttH OF Se 90.35' o=3/4STEPHEN GRAPHIC SCALE B. N o MOORE o 10 20 +o Assessors Mop 50 S No.39393 y M 80 Parcel 44 lb .wept oma: !7, ( IN FEET ) 1 inch = 20 ft. Dwg. 1031 / - . • • • #17 SATURN LANE - ,P52O• . / ( LOT 15 / 1 14768 15 FI. i / \\ ta %I ( i L i \ 1&9 \\ rittl4 rte • , o \ y',:: co OF ldqS \ 0 ✓ROBINei,\ "re. !1 WILLIAM \ \ IQ WILCOX m 1 .31341 . "' \�, No ,p opo. \S �lF, G/sie�s :,V \ -7"L LAK?"; TO THE BEST OF MY INFORMATION, "PROPOSED" PLOT PLAN - KNOWLEDGE, AND BELIEF THE SOUTH YARMOUTH, MASS. STRUCTURES SHOWN ON THIS PLAN .LOT 15, PL.BK. 200 PG. 41 HAS BEEN LOCATED ON THE GROUND DATE JULY 3, 2017 SCALE 1" = 30' AS INDICATED. 8/17/17 JOB 7883-00 CLIENT TANNOZZINI 7/3/17 v I SWEETSER ENGINEERING 203 SETUCKET ROAD DATE PROFESSIONAL LAND SURVEYORPO BOX 713 SOUTH DENNIS, MA 02660 OFF. 508-385-6900 FAX 508-385-6991 C: 1 SB 1 PROD 17883-00 1 dwg 1 7883-PPP1.DWG 0 2017 SWEETSER ENGINEERING IF 0 R T E a MEMBER REPORT Level,Roof:Flush Beam ewe PASSED 2 piece(s) 13/4"x 11 7/8" 2.0E Microllam® LVL Overall Length:14'71 r I.r 43.i _ ? L ^ 4t L g• r ... .,��'' . .... _ 1,.• ?4 y n;'6+'u t) �.. .. �... �E .,y, �, G) 0 r y 0 t All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Member Reaction(Ibs);: ":'ZACAwI3616 0 den(',:: 52 6(3AlloW.5 ") Passed(33%)d Resin Y� LOP' 1.0 D+1.0 (All Spans) s:',.`';^r/',? Seslam:Reef 1.0 D+1.0 S MemberTypa:Push Beam r(lbs) 1.15 1.0 D+1.0 S(All Spans) Building Use:Resieuitlal Moment(R-lbs) 12587 t@ T 3 1/2" 20525 Passed(61%) 1.15 1.0 D+1.0 S(MI Spans) Wilding Code:IBC 2015 Live Load Dell.(in) 0.329 @ 7'3 1/2" 0.712 Passed(1/520) — 1.0 D+1.0 5(All Spans) Design Methodology:AS) Total Load Deft.(In) 0.506 6a 7'3 1/2" 0.950 Passed(1/338) — 1.0 D+1.0 5(All Spans) Member Fitch:0/12 •Deflection alteda:LL(1/240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 11'1'o/c unless detailed otherwise. •Bottom Edge Brazing(W):Bottom compression edge must be braced at 14'7'o/c unless detailed otherwise. ' '7,' "' leafing rnatt6 ',', tOad8t178upport89/25/ aSeppats Total Available, >Requited; ''Deed` : -Snow ' -;Total,". tAceenorite'j: 1.Stud wall-SPP 3.50' 3.50' 2.43• 1264 2352 3616 Blocking 2-Std wag-SPF 3.50• 3.50' 2.43' 1264 2352 3616 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full bad Is applied to the member being designed. Loads' . • '•' nr?e' -albudrr beat' w 6naw:F; ':'�,'_� .Lcratlen(side) .=Width '"'(OAO)�` ILLS)- Cornmanb'.r` 0-Sed Weight(PLF) Oto14'7" N/A 12.1 1-Uniform(P59 0 to 14'7'(Front) 10'9' 15.0 30.0 Mass default snow Weyerhaeuser Notes :.:;': '•r, ..:.:. - ,:r_<.: .! 77�� ... \ �:.,".' r-- -':: - r::"�:' IIIi SUSTAINABLE inRFSTRyY'➢TIAiWF. Weyerhaeuser warrants that the Sling of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. YY Weyerhaeuser e,ressly disclaims arty other warranties related to the software.Use of this software Is not Intended to drcomvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Product manufactured at Weyerhaeuser fadlltles are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable AS 11 standards.For current code evaluation report, Weyerhaeuser product liberalise and installation derails refer to www.weyerhaeuser.com/woodproducts/document-litrary. The Product application,Input design loads,dincmlas and!import information have been provided by Forte Software Operate Forte software Operator ,tab Notes 7/31/2018 1:23:07 PM Jeremy krauss CENTRAL-TANNOZZINI Fate v5.4,Design Engine:V7.1.1.3 falmouth lumber 17 SATURN LN CENTRAL-TANNOZZINL4te (508)548-3227 S.YARMOUTH,MA leremyk®falmouthiumber.com Page 1 of 1 Fitisfi PLos. l' cd'irn I F 0 R T E" MEMBER REPORT Level,Floor:Drop Beam PASSED 2 piece(s) 13/4"x 9 1/4" 2.0E Microllam®LVL • Overall Length:11'1' 1 � + A P + o tt .- ,. . ". 0 • -_ r - r t rte, . . _ ._ ..... _.�.. _..._ -. -.. 0 0 All locations are measured from the outside face of lett support(or left cantilever end).NI dimensions are horizontal. Design Results^'''. -'.`: ;''-Ansel c Location'; -T-.Allowed '",, Rcsultr..,• .:':',;! Lti Wad&Combbmtlon(Paltam) ::',,,1/ System:Floor Member Reaction(Ibs) 3510 @ 2" 5206(3.50") Passed(67%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(lbs) 2837 @ 1'3/4' 6151 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Bullring Use:Residential Moment(Ft-Its) 9150 0 5'61/2" 11204 Passed(82%) 1.00 1.0 D+1.0 l(All Spans) Buearg Code:IBC 2015 live Load Den.(In) 0.337 0 5'6 1/2" 0.358 Passed(1/383) — 1.0 D+1.0 L(AU Spans) Design Metlnddogy:ASD Total Load Den.(In) 0.445 0 5'6 1/2" 0.538 Passed(L/290) — 1.0 D+1.0 L(AU Spans) •Detection citable:U.(1/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 11'1'o/c unless detailed of erMse. •Bottom Edge Bracing(lo):Bottom compression edge met be traced at 11'1•o/c unless detailed otherwise. " .3'9 Bearing te+rg111. - lards loseppoHAtibs) : fo' Sd sports r;l' 1 ,Total, Awliab ''f'Required ,';Dead ✓,,Fes: Tool Accaaates ? - 1-Stud wall-SPF 3.50' 3.50" 2.36' 850 2660 3510 Bloddng 2-Stud wall-SPE 3.50' 3.50" 2.36" 850 2660 3510 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. v a" ` 'i �_Tdiwtary' ;Dead> ':,N0or Ova' - "h- Load "Lor eaa(sios Wtdtk' (0.90)` , (:.00)' co'mmmbi.-S `:::: 0-Self Weight(PLF) 0 to 11'1' N/A 9.4 1-Unifom(PSF) Oto II'1'(Front) 12' 12.0 40.0 Residential-LNlg Areas Weyerhaeuser Notes '?",,:. 4..t^;;..•a. :",:'„<.,..;:;c:" ':' :.;.-- : ,..::.:_ .zx _;;;',t..,,. :.. yn Weyerhaeuser warrant that the sizing of lb products will be In accordance with Weyerhaeuser product design cribsia and published design values. SVSTAPs�BtE � Weyerhaeuser tyressly disclaims any other warranties related to the software.Use of this software Is not Intended to tlwmws t the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with da overall project Accessories(Rim Board,Blocking Panels and Squash Bbds)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been valuated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.weyerhaeusec.com/woodproducb/document-Iltraty. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/31/201812:54:49 PM Jeremy Krause CENTRAL-TANNOZZINI Forte v5.4,Design Engine:V7.1.1.3 falmuuth lumber 17 SATURN LN CENTRAL-TANNOZZINI.4te (508)548-3227 S.YARMOUTN,MA Jaemyk@falmouthlumbee.can Page 1 of 1 0 REScheck Software Version 4.6.5 Compliance Certificate Project New Custom Addition Energy Code: 2015 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: 17 Saturn Lane Robert&Sandra Tannozzlnl Steven Devlin South Yarmouth,MA 02664 48 Walnut Street Central Cape Construction Millis, MA 02054 Company 820 Main Street Cotult, MA 02635 G3mpllarree«Pa"9ae ieing UA3rade off.,}44'', n,M ' + , ,4 ' *x r 1.:.,tr., '' ‘‘.': +4 h. ', •t.474. Compliance: 2.9%Better Than Code Maximum UA: 68 Your UA: 66 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly °f R-Value R-Value U-Factor UA Perimeter Ceiling 1:Flat Ceiling or Scissor Truss 222 38.0 0.0 0.030 7 Ceiling 2:Cathedral Ceiling 110 38.0 0.0 0.027 3 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 308 30.0 0.0 0.033 10 Wall 1:Wood Frame, 16"o.c. 554 21.0 0.0 0.057 28 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 60 0.300 18 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 2015 IECC requirements In REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Keith Presswood VP Xrua A.0.2rwnt9ae 07/30/2018 Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664 800-696-6611 Project Title: New Custom Addition Report date: 07/30/18 Data filename: Untitled.rck Page 1 of 9 0 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% 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 Vilified -'Field Verified fi# `;-, Pre Insp'ection/Plan Review' :Value ..- Value..:': complies? -,Comments/Assumptions' 103.1, Construction drawings and j," ,? r ;:❑Compiles Requirement will be met, 103.2 documentation demonstrate '❑Does Not [PRI]' energy code compliance for the ';: _ `N. 0 building envelope.Thermal ,.., ;�.,: {' ❑Not Observable envelope represented on ;;, , 1- 5 ❑Not Applicable construction documents. 103.1, Construction drawings and - ';,❑Complies 103.2, documentation demonstrate pe; ' -1':, ID Not 403.7 energy code compliance for f. [PR3]1 lighting and mechanical systems. °: s -,❑Not Observable 0 Systems serving multiple , �c❑Not Applicable dwelling units must demonstrate ., compliance with the IECC Commercial Provisions. - ` _ ::�; i 302.1, .iHeating and cooling equipment is Heating: Heating: ❑Complies 403.7. : Isized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not (PR21' ;i;',;,on loads calculated per ACCA Cooling: Cooling: Manual]or other methods ❑Not Observable ` '.: '..,.:y Btu /hr Btu/hr Q approved by the code official. ❑NotApplicable A Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 07/30/18 Data filename: Untitled.rck Page 2 of 9 # 4, Foundation inspection Complies? Comments/Assumptions :; 303.2.1 :.IA protective covering Is Installed to ❑Complies Requirement will be met. [FO11]2",�-;protect exposed exterior Insulation ODoes Not ,aand extends a minimum of 6 in.below ❑Not Observable l grade. - - a ❑Not Applicable 403.9. -Snow-and Ice-melting system controls;❑Complies [FO12]2_ :Installed. ODoes Not ONot Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) -2 Medium Impact(TIer 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 07/30/18 Data filename: Untitled.rck Page 3 of 9 o plans Verified- Field Verified - . # Framing/RougM In Inspection -Value ,Value . - Complies? °, Comments/Assumptions,- 402.1.1, Glazing U-factor(area-weighted U- U- ['Complies See the Envelope Assemblies 402.3.1, average). ODoes Not table for values. 402.3.3, 402.5 ONot Observable (FR21) ONot Applicable a 303.1.3 U-factors of fenestration products i,, �- r ❑Complies Requirement will be met. [FRO are determined in accordance Not y with the NFRC test procedure or ; , , -5 taken from the default table. ( .:•Y j„ _,.), •- `;;❑Not Observable =• ,,,,ONot Applicable 402.4.1.1 Alr barrier and thermal barrier 24, tt- ❑Complies Requirement will be met. [FR2311 installed per manufacturer's - " "❑Does Not Instructions. ': @@,, • • • r."- ,❑Not Observable t- - _- _ i • .` :, 1';;ONot Applicable 402.4.3 Fenestration that is not site built :t..+ :..: ;, ❑Complies Requirement will be met. (FR20]' Is listed and labeled as meeting , - ' ',;;:-'❑Does Not •AAMA/WDMA/CSA 101/1.5.2/A440 ; , or has Infiltration rates per NFRC s ':❑Not Observable 400 that do not exceed code t#4s- '• , • ' ❑Not Applicable limits. y=T ' I IC-rated recessed lighting fixtures - :;❑Complies "Requirement will be met. (FR16]' 'gsealedathousing/interior finish - - '- 1 - '.1'0Does Not • and labeled to indicate s2.0 cfm 1� - Not Observable :;:leakage at 75 Pa. h' , _ " "n❑ [ - ❑Not Applicable 403.3.1 Supply and return ducts In attics ' _ "❑Complies [FR1211 Insulated>= R-8 where duct is g` r :''*:"ODoes Not >=3 Inches in diameter and >= i'. IR-6 where<3 inches.Supply and , -';❑Not Observable return ducts in other portions of ' ' ' r,❑Not Applicable the building Insulated >= R-6 for =; k -''' diameter>=3 inches and R-4.2 ° -for<3 Inches in diameter. 403.3.5 -„Building cavities are not used as -- , ,,,,. ❑Complies (FR1513, • 'ducts or plenums. l ❑Does Not g; - ,,;,;.»:❑Not Observable „', . t ONot Applicable 403.4.:. jHVAC piping conveying fluids R- R- ❑Complies (FR17]'` ,above 105°F or chilled fluids ODoes Not ;C below 55 aF are Insulated to aR- ,. ❑Not Observable ONot Applicable 403.4.1 Protection of insulation on HVAC `-m❑Complies [FR2411 piping. (. �;>°, .. - :^,.,,._,"::.,,::;c,,:,;�,.,,�,:r; ❑DoesNot 'a y - - - .���y❑NotObservable , .. S❑Not Applicable 403.53-`i .3 Hot water pipes are insulated to R-_ R-_ ❑Complies (FR1812_ /aR-3. ODoes Not ONot Observable ONot Applicable 403.6 ;Automatic or gravity dampers are)1 ❑complies Requirement will be met. (FR19]' �1installed on all outdoor air ([ - ;`k'❑Does Not ';intakes and exhausts. �', _ � ' ;,-,;❑Not Observable ^ ;•❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 07/30/18 Data filename: Untitled.rck Page 4 of 9 • 3. High Impact(Tier 1) r2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: New Custom Addition Report date: 07/30/18 Data filename: Untitled.rck Page 5 of 9 Se ion _ Insul _ p • Req.ID . •, "+ . �� .Pia Valuefled Flel Vatuefled m _ '.• : - _.• ., anon ins ection -Co plles7 - Comments/Assumptions 303 1 ;- ,'All Installed insulation Is labeled ?❑CompliesRequirement will be met. 1iNI312 ''dor the installed R-values j'; ❑Does Not 4 :: =• provided. rr ., > .�•' ❑Not Observable r; - ; s;❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood 0 Wood ❑Does Not table for values. [IN311 0 Steel 0 Steel ONot Observable ❑Not Applicable 303.2, Floor insulation installedper - ' " !y'. ,s, .; ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and K' y .'C❑Does Not [NW in substantial contact with the (' q:')y4 ❑Not Observable underside of the subfloor,or floor -,_'❑Not A Observable framing cavity insulation Is In F PP contact with the top side of sheathing,or continuous insulation is installed on the < underside of floor framing and E _ extends from the bottom to the £t ", top of all perimeter floor framing S, -, -_ ;members. 402.1.1, Wall Insulation R-value. If this is a R- R- ',❑Complies :See the Envelope Assemblies 402.2.5, mass wall with at least 95 of the 0 Wood 0 Wood '❑Does Not table for values. 402.2.6 wall insulation on the wall 0 Mass 0 MassNot Observable [IN31 exterior,the exterior Insulation ❑ arequirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall Insulation is Installed per ?�`� ��"�'��"�""'':`'`-� �-, - �tt:❑Complies Requirement will be met. (IN411 .manufacturer's instructions. =❑Does Not �` �. • - _"❑Not Observable I I`' - ,, .;� ❑Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) 2 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 07/30/18 Data filename: Untitled.rck Page 6 of 9 • • • Plans Verified= Field Verified - - - - • " -' # ' ., Final Inspection Provisions Value ' Value' - 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, 0 Wood 0 Wood ODoes Not table for values. 402.2.2' 0 Steel 0 Steel ONot Observable 402.2.6 [Flip ONot Applicable 303.1.1.1, Ceiling Insulation Installed per (( _ t t,IT irr,iv',❑Complies Requirement will be met. 303=2 manufacturers Instructions. € 'ODoes Not [F12]1 Blown insulation marked every 300 ft'. - ,.ONot Observable ., -. �- , . . , ',t. ;❑Not Applicable 402.2.3 ;Vented attics with air permeable (F12212 ''a Insulation Include baffle adjacent t' -- "a "❑Do'ODoes Requirement will be met. Not . to soffit and eave vents that ❑Not Observable ri extends over Insulation. rIv ❑Not Applicable 402.2.4 Attic access hatch and door R-_ R-_ ❑Complies Requirement will be met. [F13]' Insulation 2R-value of the ODoes Not adjacent assembly. ❑Not Observable ONot Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50 = ACH 50= OComplies Requirement will be met. (FI17]I ach In Climate Zones 1-2,and ODoes Not <=3 ach In Climate Zones 3-8. ONot Observable ONot Applicable 403.3.4 Duct tightness test result of<=4 dm/100 dm/100 ❑Complies [F14]I dm/100 ft2 across the system or ft2 ODoes Not <=3 dm/100 ft2 without air ['Not Observable handler @ 25 Pa. For rough-in ONot Applicable tests,verification may need to pp cable occur during Framing Inspection. 403.33 Ducts are pressure tested to cfm/100 dm/100 ❑Complies [F127]' determine air leakage with ft2 j ODoes Not either: Rough-in test:Total leakage measured with a ONot Observable pressure differential of 0.1 Inch ONot Applicable w.g.across the system Including the manufacturer's air handler enclosure if installed at time of test.Postconstructlon 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 :,;F, _ ,�:,6r, ;: , ;+❑Complies [F12411 by manufacturer at<=2%of 2, - ❑Does Not design air flow. [; - f ' •" ;-,❑Not Observable - „ _ ;❑Not Applicable 403.11 ;Programmable thermostats hr r ,, - -;�❑COM plies [Fl9]2 installed for control of primary p; ",...ODoes Not heating and cooling systems and + . ` ❑Not Observable initially set by manufacturer to I code specifications. +' ' -`❑Not Applicable 4011.2 4Fieat pump thermostat Installed ).`r-� " ;;,; ;�,.,,.r,'C',,,;»; ';;c,'y.❑Complies [FI10P 'I on heat pumps. [' -;❑Does Not ❑Not Observable l.?cONot Applicable 403.5.1- �•'Circulating service hot water "' T ' :❑Complies (FII112.:.'jsystems have automatic or "` "' - ' ""` � ❑Does Not ,accesslblemanual controls. S• - E � �` � " :•3❑Not Observable - -,1 ;.! :-;ONot Applicable 1 High Impact(Tier 1) f 2 'Medium Impact(Tier 2) I 3 ILow Impact(Tier 3) Project Title: New Custom Addition Report date: 07/30/18 Data filename: Untitled.rck Page 7 of 9 • Section .,� ' plans Verified Field Verified - • • . #;' Final Inspection Provisions` .: Compiles? -Comments/Assumptions' Value „ 403.6.1 11All mechanical ventilation system[ r.;❑Complies [F12512"; fans not part of tested and listed ,� - x❑Does Not •";HVAC equipment meet efficacy - " ;and air flow limits. -- `bNot Observable "❑Not Applicable 4032,-:^,,,;Hotwater boilers supplying heat E r ❑Complies (F126]2 . : through one-or two-pipe heating ' - _ ❑Does Not ,systems have outdoor setback 1, "„ ❑Not Observable ',Control to lower boiler water '' , jtemperature based on outdoor I+ 4 ".i�❑Not Applicable temperature. 403.5,1.1•:Heated water circulation systems );:; •', ;,,.- - - .DComplies (F12812 , have a circulation pump.The t` - i'❑Does Not , system return pipe Is a dedicated L: ❑Not Observable ,.::retum pipe or a cold water supply''; , - - _ - :”❑Not Applicable IP:pipe.Gravity and thermos- e- - .-. ;syphon circulation systems are ` ;",";:not present.Controls for + :,, t ' - 'V. circulating hot water system -pumps start the pump with signal - _ -g 'for hot water demand within the +occupancy.Controls ;automatically turn off the pump I' `' "when water is in circulation loop a; ,. :. �:]is at set-point temperature and };, - • „: no demand for hot water exists. $g - r, $ 403.5.1.2 •�Electric heat trace systems - ❑Complies (F129]2 ,:comply with IEEE 515.1 or UL + - - ❑Does Not :;515.Controls automatically ',Eladjust the energy Input to the k .❑Not Observable heat tracing to maintain the j -z „❑Not Applicable desired water temperature In the k , , : !piping. 403.5.2 - i Water distribution systems that +, J :;'❑Compiles (F130]2 have recirculation pumps that ' . ❑Does Not • pump water from a heated water KK NN 00: bseable - ;;supply pipe back to the heated '';water source through a cold n. i u"'; ❑Not Applicable "water supply pipe have a ! - -' i demand recirculation water '' - system. Pumps have controls E• that manage operation of the , '::pump and limit the temperature f, of the water entering the cold 4.. .-.' . i water piping to 104°F. , .., c; 403 5.4 Drain water heat recovery units ❑Compiles [F1311; '' :Itested In accordance with CSA ( � S^❑Does Not ,..".',1355.1.Potable water-side- -I,pressure loss of drain water heat - - '❑Not Observable 'recovery units< 3 psi for E�. HNot Applicable :::,;;Individual units connected to one ;”. Jor two showers.Potable water- $ "i side pressure loss of drain water f- ' heat recovery units<2 psi for ;= ,,'''Individual units connected to `f.7 R three or more showers. 1: 404.1 75%of lamps In permanent - + _ - - t ❑Complies [F16]1 fixtures or 75%of permanent : .DDoes Not fixtures have high efficacy lamps. r r Does not apply to low-voltage ' ❑Not Observable lighting. - m❑Not Applicable 404.1.1 - :Fuel gas lighting systems have . ❑Complies (F12313 `,�(no continuous pilot light. w ' y; ,�,+,, ❑Does Not ' , - : r,` _ „� - '❑Not Observable `,❑Not Applicable 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 07/30/18 Data filename: Untitled.rck Page 8 of 9 Se ion Final inspection Provisions Plane Ver fied Pieta Verified value 7, Com p plies3 Comments/Assum tions' & Req ID 401.3,1. •3Compliance certificate posted. - ❑Complies Requirement will be met. (MP K '% Oboes Not -- t - ;,';❑Not Observable i - + . r w;❑Not Applicable • 303.3- Manufacturer manuals for ' ,:y • = ;.'i;❑Complles (F118)3. .; mechanical and water heating a " :-h❑Does Not systems have been provided. " '.';t❑Not Observable : , ,' ' ':�.',f❑Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) [ 2 i Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 07/30/18 Data filename: Untitled.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insuiaiion l2at ngt`""rad ' wa u Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass 3 boor Rating p' "t'• ' Window 0.30 Door 14:4; � 64,,Cooling Equipment '" a: Eff cienC 4 rtv« ...r. .ux .mMrmwA .-.Aie lmbun Fi .Gtr Heating System: _ Cooling System: _ Water Heater: _ edrkSIBIWASAMin 'want Name: Date: Comments E'ROJEGr TITLE • . ,1 • , . TOWN OF YARMOUTH !�R o p o Sec (101 ;7,).6 REVIEWED FOR BUILDING AND ZONING CODE COMPLI- I ANCE. ERRORS OR OMISSIONS DO NOT RELIEVE THE APPLICANT FROM THERESPONSIBILITYOF'AS BUILT• hSuT0a. __,fir++.'� • COMPUANCE. DATE: 0�,a ______. .....--.-- A., „,_...e....‘._ BUILDING OFFICIAL . /,y/ ail-Al 0.../_`-C h t LSIiS._1�1�-.}fSt}_---a0lSC_. - FILE C©PY ac\--1 1 \ \ CENTRAL CAPE I Ilan / I CONSTRUCTION COMPANY,INC. 820 MAIN STREET 1 / . 1 N COTUIT,MA 02635 . I urs < e y, / • 11/ w . . ._t.._ w . \ ./ _ 1 / _k0icy2_. ', _ 0Petii.'z_ ii \ ..I ''' ' ' • ' Imo' i ? L #-- -E+(sK/nli---fL.__ , � �rii -3_ - .___. . . - • -- ' . _ Z�tY,6 Ik'- --_..--. -- .. h� f. 4,prPARI:E., TOR el !11 ? �J �� { - =- I Net/i, I$ ad -3 �7 -BR.tn/L Cu✓t)G�. tPrJuozx/A11_. III 1 –--– I` It ____Otvtu110W_ _ __ - – / —- • --, =---�_ r Centralinc._.� �_ � �«. —...___m._ _.. . _ ss� �C Construction Company, l ..t .. _. �r + . � _ �_. __ Sieve Urtlin•President i ' t.. — I41 / Ilse Excitement is Building" / i 820 Mtn Street•CotuR,MA•SOB-420-1340 �a>J--1`i-Ic ZI_ onanoNi II f ..mail remra'conatructroncoNmautom C" `_�� Weneitn www centralcipecorntruction.cnm I. SCALE / 1 - ---- --F_R-0 1�- [Le vv, ill) N v o r i _ _ • C v? L v D DATE '� r(_Ir.:_– WwDWG NO. AUG 1 5 2018 .,aEsic_r... .t�I�„c-...11:4�..1.u._ h __cHEcx c HEALTH DEPT DRAWN JO© NO SHEET or . . PROJECT TI TLE . --- Pro{poc_ca_2oli.claA .. r f / SP^UL/l _i,-,ljQev • J • L) Oa,y)„0Jfi'-; ...4)/S5 l — `. F N..,‘ \ c 4.-50 floc-- it oil 3 C i JS ; i I- Geos`,� • 1_ 1i _L j . : , I :; .. --� I _.. r,l rnrrcu FOR —,— (t {� I j4I$ ?•Ci ",N„,4).rflNLi02tin•f. C.`.c , c_ .t•_ I{ is i i I { . _ S. • . , ;__ c_;`__`. - '_==-' Central Construction Company, Inc. Steve Delia n•Pres hien! ",-.---__.- (-4::_....41 C Si6trSS "The Excitement lsBuilding" _. . -'--_ - . - -- '-- 820 M�In Street•CniuR,MA•SOe-420-1340 em,pll centts'cxmeWct,bnctQgmad.ccxn - - Website www centraicapewnstructiontom n _j_. — - _ - .. DATE - DESIGN _. __._ h cum._. . . .. . - _CHECK - A2- DRAWN ..__.� JOBNO ' SHEET ex PROJECT TITLE a I. ` 6r0Sc J._ .7.CIEL1i ov.. __ • Ir) S ]Huff, LMC - c. , att ,-,•10,1.1‘.1,_ 1:4°-) • %,� / - -; \ >> -- kJfS�iiSS .+1,62.,.) OAlit :I IT'Ol p7 It .,•2. - - `.. . ,. j i F.' : _ .- ------___--- . -- a nH Tort 0 II w �( (jL ! b SP*�tt `�t✓u 2W i _._ .... Aa .. FI - z41 PQI n i 4- - 1-. .__. 4-_ 1 ty = _ ._ ____,_1.L_,_ Central Construction Company, Inc. syeve Devlin•president 1. ".__t.. t C. ' -/_''-,'_ . -� !-.'.� '_. j : "Or Fxriiemenl h Baildin " 8 _.tt-.. ' . ,i- - t 620 Main Strent•Cotuit,MA•598.420.1340 ? efHa'C[m — onc�ot49ma . e-mail t ntNCt• ll Cam .--. .-- ._-- . _ l_-h - --,- - WaMite www centralcaper 'fiction corn Ir _ 11—6 S' Ai..l. .1- 4- I o• • TE . .71 ^GA ._._—.__DWG Na. ._ DESIGN, 1._T...._... - • • 0RAWN J0B NO SHEET cr PROJECT Ti TLE c 4 •• •• ' V sr. __. ..._ ._E 41744--__ Net./—... \ N\NN . �r� SdrUrtu %�[?Nc a I-i0 _ _ - .._ �^ 5� yAy Ltit�cn� E.Altrw) TW 2Y3( l)' ) ' t4l2yy(-!r�<r� / (l. - - (��—t----- — ! 2-r-v z.4-is -1 1 2.e_6 -rF- ig-s-HL .. ), 1 1 6 -• - 8 6--_ 7 r �12 G�.Y — Ico— • ¢°�N r //- E_ _ .,[ ______ 7� 7, ) ;;;. ca .. I r Stst pi — N I I1 \ r- — irS�iJ�(� J) 1 R� O IL, �Vi• ie �__. 1JteeLYnffiSc SvIrC- IL, i v F 4 bowo i 1 — — _ I, ' '24-1-1 • / it __..Etv�a..3u I I (3\ . Azrl-(V).._./...�,....._..... ._....) ' 1 � III . -5 f �1 ___ - tx_tscra^t ) i rrrrr re For; eub,_,')C-- �,JrJ3 Qom. • c Ntw_WonD Gic,Otta5-9 N f 11013 ,, 4 5n.,dls 1'aw zi + N I; , ti_____ ~ h _ _ lJe�(_d2eel_!k' i ._ - it �c5-. _ •J E`_._1. 1-.Ami.1 .-KN`- --- --) eI ' rt —-- �' p• I +y.(.t-too-v-Arre(,)v `r _ ^_.—_ L 6 4 .i kt Post tie _. tw z11,!!6 Crsai _ Central Construction Company, Inc, Tu• 3 w_,. ' ,.. 3 o,L-- - T_—__ lei . Ste'e Ikvlin•President ____ et+Sr.J3 _. - ----- ---f "77reFxrhemenrl+Brtlding" , 820 Maln St est•Cotuft MA•S08•,420.1340 ! .-._eNnr1___.. a maN.terms"ccn+atruct+onuuymatl.com j �� r I I Website www eentraleapeconmtructlon.com 1 SCALE N 1 --AT _C e _ A — rliS_�F � PLOD =� L�� , _ DATE .._. DWG N0. ESIGN AUG 152018 --'---.. --_r__...._______ _CHECK____. ._ ._ . `I HEALTH DEPT _DRAWN ion NO — SHEET OF PROJECT TITLE. . h $tr gick) -..ft-A,t) e aLI S 5 co,w r>)A, L.,4 G2_ 2y y[ # 1 tAiSS Tal --7` 1SSi 9 { —t t'�!I C'S tiS , , 11 / . (R� I I. it - I O�"S.Y' I___.i �/ /I . i _ .. �' I I tom. _.�.- R,{4t t1t/G_(,JL,�1(f ,1._ K� J 6 ) /j � `.S7, J� Podgy Kti.aw / I— . lel l L , rs .p z4y - •- C' atc / � ` — 1. —— 1 / powl/ \ _ .T1 . R o1 F• ,Q,eECV .. pia PAf$b ron • E. •sena) -- - t'I,$Tu —X14.4-_. tri_SNIP..._1 1 cR2ba, 2`l --- S I I r __ , i i L L - t-4 II. _ r ._ " / 046- ‘-ICentral Construction Company, Inc. _ _ Sine Devlin•President iiil/1�1KKIl�� i/ 7� �Y 6 "The Excitement it Building* I -_'r'W 2v 3I� _,Cl•w1J. „ _ f/ v -i- LA3l a two?) __ 8717 Mein;,trees•Gotud,MA•509•A2U•i'#4U h trail CertVa coniirUC10n0 _ - Wwnt tie •vnn,rnntretcepxonsVuctlon.Gom . - I \ t' 1 I �' 1 SCAI.I. "L = l • 0 Sccau_ci___Ron-.'. L.?1_u ± L1-- - ---- -- - - - -cl 1 HECIEIMIL7ID r D_ATL & Lb-1 i T. 6W6 NO.. AUG 15 2018 DESIGN _pcs1 1 -S c�c. ,(0t W 5 it HEALTH DEPT. DRAWN ' ' _-_�, �{ - JOB NO __.__ . .-_—_,__1SHEET or PROJECT TITLE "01) �«n I � — _.4----4 ,� _ _ -- - - — i ��Posed � ,> ,� �_ I � 1 _Di ti-J gm, �1 1 � tro °`I It% I I I - - c te-dpof<01_.a.bcli o,),. 1 i _. . ,z) ___,,,Av.,_4,__,A.n..._._ _ —n. I 4yy y \- I t'ca • S ,. Sir._ I ----- --11- ii PRP:PAR£DFOR,I 1 . ' -7-1- t-a6�Is SICO' 2 `t' ' _.?t9_ vSC�._ 4AaSlo4 _� J Central Construction Company, inc. ' - __ a Ste. Devlin•President • St_•tw- "lbt Excitement is Building" 820 Main Street•Cotuft.MA•508.420.1340 1 , —. __- __ _ wind.centralconatruetoncCgmatl.com Webtite:www centralcapeconstruetion.cnm -_-_-====;:.------.-.-:_=-2.:...-.=__:___bTr✓ _ca. „�.� �` r SCALE 1 1= I I AUG 15 2018 ; QLiu ( HEALTH DEPTDATE 4iS�LaS C s'GnL!2 Fy tlUt (1(f _B �rS)..1 DWG NO. • DESIGN . 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I ._ / M Sieve Devlin•Pis Bu fent Building"- ( v The Excitement Is Buildin --Tsui �� !2"12y <oNcnere_.Fvor —^` —__-" - --_ . r—_ v.-- 820 Main Street•Cotuit,MA•508.420.1340 et-mall centfatonstsuctonctg2gmall.com Wahsite www cantreIcicepeconstructton.com i,„,A II I SCALE. /• k I' • _ _ Secit _ Z r.m. ._._-. . 11/ ! . .„--1 - t_ := ; 3= � = r = "...2A..T:.... :11,11._/ ____. ,S` ._ OWONU. DE _ 2-..1.✓c_,..�<1LiUCHE • S� DRAWN ----_. .....___r JOB NO. SHEET OF — PROJECT TITLE –_______ __ _ i2 TO 5e 2 Cie t'i1013 (170/c4C), t'7 StITIAt 1 .hhve ' tc0zi _ ��LStb Srt z I�"o-c z� S. • }it+llIWill/ ii/a&S �''!' --- U R.p ZrG ------ - (u E f)ve 9 wiT- A,�+IO /Z,p IrG VcVr �,r - .._L4S.Lcitbass--- .. z-t Y_-nrccl S.__!6'• _ns_ -- , ( - �r j I1 1 ,i 5,„,iCA•1.__m.z.„-._GUQs.._ [GKg.c - -`11 J�! ” A _- �;. -4�r_e.�s.._wcls.s a� ' / I p itR' • j A—. 2C_fi___S� nS---_ta.0-G... 5' f fit` ,it n I ,' ;, � • fir6 GL Q2_ — y 1 1/0.\ I i PREPARED Ft*l 2,(ic2� ( I n _- „ .QUR �•�_ .Stw..K)_, 7`Cty1not?rn%I // t I i � ���; _ fLoon.- _-__..f p — Central Construction Company, Inc. , E-��yr, � Se Fn+TrG _-„__._. _ Sieve Devlin•President • "me Excitement is Building” 1 820 Main Street•Cotult.MA•508.420-1340 RIDear;r_g emall:cen ratonetruceonco©Omall.com Wedsite•www centralcepeconstrucuon.com • SCALE 7 n I I • 4 C 1 r. f 0 DATE 71.L61(I • DWG NO. . • DESIGN SrWC_..0Vt.Red' _CHECK 62 4 y DRAWN JOF3 NO My SHEET O • PROJECT TITLE , • ll • X_ReR.. -�_ r ie .ds 1. ._ .. . :t — � _hi • ___&7".1 h-p.C,-_A_Irsyf_Qh i t) -1.u r • 6 ri —t ,-___uu t-r c Ap_ )) t rot t c,, `t r,,A5 h„A�3 t4-nlcS. - j• ' «:N_.sfp.c-e---7• . i • @ ® I T Cy... ...c-{5.a.vwd�. ^Ls_!Ci?-t.. W6l�C - qt� I { `-4 hD;Zh Fool,05.3.- 1 jPREPARED FOR « i ; w L21_j�"A CA- _L(41LALU_IZP✓i ��! EttsZ I i . -- <<( — — — -A Central Construction Company, inc. Sieve Devlin•President - a1 R.aA I-1P to = L" rS__ Lvt;sxz ____. UricEYritrraenil,Ridlaing' 820 Melo Street•Cotult,IAA•508.420-1340 e-meU:cemre enetructonco. gmaU.com It ' Website:www centrelcepeeonetruction.com a.V.P_,� • . , A L . 1 r ci Y . e DATE 7 ii,„ -� � '. DWG NO. DESIGN TGtf Oeut ,il CHECK 3 ;' DRAWN _ JOB NO SHEET OF PROJECT TITLE ' 0 ._S ._rtv&r, -LM Net - • 4x" ?Jul_ _a3 0(.17-g35 ( Z 244_, _ _ . ._ ma ,_....1.1-,,-; 6 . ,_......;,____,...., r ____, it___I _ __ . ___... ...„ . . . ..... . r _i_ __.i. _2. .NII '1—i-t - '' i • \Ili . I C.L.Stt__Ss._-,_l6_U 1 C • 4 ' ---I — v re's WI j J.c _. ( i 6 _ _._ ._E:-I 4 T(-4S fst.�_LvLs �>!Af ) 164 a • r u.., j E `1 _........._, //:". 'INN I t Z. . 11 '�t � �. y ) PREPARED FM . ! ' i e I , T I c _ , I � - - 1Q_GPfa ��# �Og �n�S>w —+.c+MI:CZZ'��1 `{ '� 7- ; : S 2fos t6"a5;u VI i Il �} � I � l ( I {1 11 ,E �. _14_______...c% It C, -->I Central Construction Company, Inc, Stine Devlin*President k ~ `7 ,Ic--- t 4 "The Excitement is Ralk Ing' 820 Main Street•Cotutt.MA•509.420-1340 —Stlrltsa k}z.� Ches_.�S _O c. e•maw ecrury tcont tnxuoncoi;�gmala.eotn A I Website www.rentraacapeconstructaon.com 1 SCALE S/ = I �_ St zS flits I6 D��— D _ — a. DATEK :I -- I ^� 16 OWO NO. -' Q 11 — I __ _ DESIGN _STL'!C. 1 • �L C DRAWN _ JOB NO SHEET OF • PROJECT TITLE — 1) Roposcd__ dcI Ut, . fig" O.C. QLoCkS �2 ��(I) ._` __ $-_1TJI _k_l este--_ — . .._.C..- .C,Zt>nr r-1-j.—`AT-S- -._' "=�1 1 I ►II II_�1 1 �1�Nc nAI L11b F{AWt•C !...C.02(-_ I 1 Cr ., O , c. t� sal e/4J _� 1 - 1 • I A 2 cto ua 11 5 t :nock. _ I. -_;1 2,.1-6 V (h,tri-cµ rxlSr•45 I FLae9, Heiggs- I1.4,10.$ 161; �f•. E---ASt?ti1.) Gi.y 1'oJsf I I' PREPAREDFOR II1.- r M __;ka 74_S4./'15_L4!1kR1.3!Nt. . _ jr S7 lc0¢cn t eGr1 --(2) PsC !spy/ E— I —j T Central Construction Company, Inc. .Steve Devlin•President "The Excisemen,is Building" it I820 Mein Street•Cow*,MA•508.4204 340 e•muk:centra.eonrtnxtiwncoegmsU.com Website www centraleepeeonstruction cowl SCALE 4 = ) I r 1 DATE . -�c-rldt . DWG NO. DESIGN � u,S ..{aCA-,J CHECK — SC SC 4 c DRAWN JOB NO SHEET CF