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0064 WATERSIDE DRIVE
�-s � lr i FRIEDLINE&CARTER ADJUSTMENT, INC. 436 Main Street, P. O. Box 338 Hyannis, Massachusetts 02601 f Tel. (508) 771-3232 , FAX (508) 790-2344 TO: ( Building Commissioner or Inspector of Buildings O Board of Health or Board of Selectmen ( ) Fire Department TOWN OF BARNSTABLE TOWN HALL HYANNIS, MA RE: Insured: CARDENAS, Armando Property Address: 64 Waterside Dr N'y Centerville, MA 02632 , Policy Number: HM00403034,. Type of Loss: Wind Date of Loss: 7/23/2019 . File#: 132296 Claim has been made involving loss, damage or destruction of the above captioned ` property,which may either exceed$1,000.00 or cause Mass. General Laws, Chapter 143, Section 6 to be applicable. If any notice under MGL, Ch. 139, Sec. 3B is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number, date of loss and file number. On this date, I caused copies of this notice to be sent to the persons named above at the addresses indicated above by First Class Mail. B. OSTIGUY Adjuster` 8/12/2019 r oFt rqN, Town of Barnstable *Permit# Expires 6 mor the from issu ateC Regulatory Services Fee • sMertsrAsrs,MAM + 1 � Thomas F. Geiler,Director p Building Division dl C3o6 dl Tom Perry, CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION = RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address �'(, rj i {� P rL a/ r rL.v, (�,P♦+ -AA Residential Value of Work `1 ,� Minimum fee of$35.00 for work under$6000.00 Owner's Name& Address_ <L�L ��j�yn, CPt-A( , A( 14P ft 0 Contractor's Name bi abj/ V10}U ~ (6 Al 41b COIVTelephone Number � Home Improvement Contractor License#(if applicable) `7 "t O b Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance uI 5Che one: I am a sole proprietor El am the Homeowner AUG ❑ I have Worker's Compensation Insurance WN OF BARNSTABLE Insurance Company Name Workman's Comp. Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) 6/Re-roof(stripping old shingles) All construction debris will be taken to b ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders. U-Value (maximum .44)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. 'Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License& Construction Supervisors License is r quired. % SIGNATURE: Q:\WPFILES\FORMS\building permit forrns\EXPRESS.doc Revised 070110 t i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name (Business/OrganizationAridividual): C COAA T l&V i QAJ Address: 4 V L r-o Ck A V- City/State/Zip: Cj hone #: Ar�yoaj an employer?Check the appropriate box: Type of project(required): 1. a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling shipand have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' insurance.$ 9• :❑Building addition comp.[No workers' comp. insurance P• required.] 5• ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑ lambing repairs or additions myself. [No workers' comp. right of exemption per MGL 12 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp, insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a.day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi u'der the pains and penalties of perjury that the information provided above is true and correct Signafore: � tA_4(;� Date: 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): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector ector 6.Other - Contact Person: Phone#: A i CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD"YYY) 08/19/2011 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 NAME: Schlegel & Schlegel Insurance Brokers Inc PHONE 34 MAIN STREET E-MAILo Ems): (Arc,No): ADDRESS: PRODUCER CUSTOMER ID#: West Yarmouth, MA 02673 INSURER(S)AFFORDING COVERAGE NAIC# INSURED - INSURERANGM Edmar Lima D.B.A. Blackriver Construction INSURER B GRANITE STATE P.O. Box 1062 INSURER C: INSURER D: ' Centerville, MA 02632 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY EFF POLICY EXP (MMlDOM'Yl) (MMIDDIYYYY) LIMITS GENERAL LIABILITY X MPI0785Q 08/31/201108/31/2012 EACH OCCURRENCE $1,000,000 A X I COMMERCIAL GENERAL i LIABILITY 08/31/2010 08/31/2011 PREMISES(Ea occurrence) $500 r 000 CLAIMS-MADE 7 OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PR0. JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY(Per person) $ --I SCHEDULED AUTOS BODILY INJURY(Per accident) $ PROPERTY DAMAGE $ HIRED AUTOS (Per accident) iNON-OWNED AUTOS $ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION WC0074229 79 11/16/2010ll/16/2011 $ WC sTATu- orH AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER B ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? X❑ If yes,describe under N/A (Mandatory in N E.L.DISEASE-EA EMPLOYEE $ 100,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 L . . I ---T . DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) THIS WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR EDMAR LIMA CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE 200 MAIN STREET SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN HYANNIS, MA 02601 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED R RESENTATIVE FAX#508-790-6230 © IRR-2 AC0j2D CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD JLL-18-2011 07:21 FROM:TIM SP&CFZMI 8178350160 TO:8174218163 P.112 r!//lg/'Lt�11 Ob:g4 3GFJ//tlnl47lf mod( KtVLK UAW PAL& d2lfS'd i j P.O.glax 1062 CeqrERvutz t4k 02632- '7'?-Tfd39724 1 BLAC RIVER Const�uction i. Job Tamdon: 1 M Waterside Drive Cenorvttle, MA 0202 i Owner:ON C'0tor . t pemiptioa of the job: Ren:om existing m0ar.shingles and add Yo t»eh CDXP1y**d tamer eatastu>tg strapping aid 6&vwi new asphalt anchawt 30 years shingles.felt pa p,~r and ice water will be prvvide as ruqui by code and shingles will he fastener with b nets each. t Charges;(Ofm price includes all labor and mataials as meld to ctiinptcte the job) i • The total amount to rmsom and install new shingles will be ,750.00. • Labor a+td rrraterials for plywood iAstallation will be 53,325AV • Labor and matar[ats m uumll crew cedar sbi)*kj at the front atormer will be$300,00. i • Permit fa+e —SISO.00. 'dotal charges SM725.00. Payments: • $43dZOfor dormspaymmi(4ite wm*before start date) Ike rmwbdas s6, nsp aver the job is c ngdefed. i JLL-16-2011 07:21 FROM:TIM SRNDRETTI 817835016EF TO=8174218163-- - P:2�2------- N//14/1011 db:44 5087780169 BLACK RIVER CONST PAGE 0S/02 • i Pt Job dsason ds tented to be one week of work, Black JUv-* CoffSpucllm will provide GUpamW and tns pwoon rcggw ed by ithe town kalL We WN provide the mamlM and Asposais mec daL ; L -c�• 1 �'•f-s'' ( ) agree to pay Buck River Consum ion all of the charges above on the designated dates,An j authoAm to provi&work as eViaiued above at my home S*Jam of elke Ida I , Sly ofalie�t Date cl i e r 4' G License or registration valid for individul use only 1 i before the expiration date. 1f found return to: Y Yf� nsum'n�r ceczAzltBif ✓`"Zi"gc�6`"" Office o onsumer airs smess e u a on Board of Building Regulations and Standards �� HOME IMPROVEMENT CONTRACTOR 5� One Ashburton Place Rm 1301 ;j Registration: ti..-,159506 Type: I` i, Boston,Ma.02108 _ Iai 'i �Wim� Expiration 5/2/2012 Individual Sj` BCAt:K RIVER CONSTRUOTION EDMAR LIMA a 193 FAWCPT LN y Not valid without signature 'f HYANNIS, MA 02610 �- ,.; Undersecretary Mivs:tchusctts - Depamuent of Public Safety Board of Buildinl(r Regulations and Standards Construct>on Supervisor License License: CS 103199 i Restricted.to. 00 EDMAR LIM-A 68 ABBOTT ROAD SOUTH YAR,MOUT'H MA 02664 Expiration: 10/17/2012 (:'umtnissiorier' ` ' Tr-,: 103199 r i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map �a / Parcel 1 e� Application #_Q® 6iT l Health Division Date Issued ! CD Conservation Division 12k 160YO Application Fee Planning Dept. Permit Fee: 2-77. Date Definitive Plan Approved by Planning Board Historic -OKH Preservation/Hyannis Project Street Address Village Owner ����i (' c Address Telephone Permit Request ����; d��,i�A ,b�P�„� �e � �,� e, ��,•�E ,,,e' Square feet: 1 st floor: existing IHYproposed 2nd floor: existing proposed Total newer Zoning District. Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family'�A- Two Family ❑ Multi-Family(# units) Age of Existing Structure D!'~ Historic House: ❑Yes Flo On Old King's Highway: ❑Yes �oo Basement Type: ❑ Full ❑ Crawl �'Walkout ❑ Other Basement Finished Area(sq.ft.) ��5'ro Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existingonew Total Room Count (not including baths): existing new First Floor Room Count' Heat Type and Fuel:�OGas ❑ Oil ❑ Electric ❑ Other Central Air�les ❑ No Fireplaces: Existing .I-- New Existing wood/coal stove: 0 Ye No Detached garage: ❑ existing 0 new size—Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size Attached garagxisting 0 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ .Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use 7ReS'��o� Proposed Use 7RR,'s. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) `Name - �l �e- ��t_ � Telephone Number Address `w , LU: ._A License Home Improvement Contractor# I fc, Worker's Compensation # ioCr a31 &3°7 Szt W 01,q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r - , FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED M4'/PARCEL N0. ADDRESS VILLAGE OWNER f DATE OF INSPECTION: FOUNDATION i FRAME y INSULATION `Zti o c ltu-S ®c =A-Tr c b FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL BUILDING 101U� a FINAL BU DATE CLOSED OUT ASSOCIATION PLAN NO. is Tlae Commonwealth ofMassachasetts Department of Industrial Accidents r' Office of Investigations y 600 Washington Street t , Boston"MA 02I11 ` www.mass.gov/dia Workers' Compensation hnslirance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le gib . Name (Business/Organization/Individual): Address: v. v��- City/State/Zip: \�. Phone Are you an employer? Clieckth.e appropriate box: Type of project(required): 1.❑ I am a employer with:- 4. ❑:I am a general contractor andT 6. ❑.New construction employees (full and/or part;tirne).* `have hired the sub-contractors _ 2. I am a sole props-tor.or partner- listed on the attached sheet, 7. ❑ Remodeling ship and have no employees These sub-contractors,have g;. ❑ Demolifion y p Y employees and have workers' 9. Building addition workingfor me in any ca acit NO workers' comp. insurance comp.;insurance.t required.] • 5.. ❑ We are a corporation and its 10:❑ Electrical repairs or additior 3.❑ I am a homeowner doing all work officers have exercised their 1 l:❑ Plumbing repairs or additior myself. [No workers comp. e right of exemption per MGL iZ.❑.Roof repatrs -c. 152, §1(4), and we have.no insurance required:] t employees. [No workers', 13.❑ Other comp:insurance required.] *Any applicant that checks box#1 must also fill out the section below showingtheir'workcrs'compensation policy information. t.Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additional shoat showing the name of.the sub ors state whether or not those.cntitics 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 info rm a do n Insurance Company.Name: r Policy#or Self-ins. Lic. #: Lt.JC, �1 ,�7!7 CL���o w� Expiation Date: ����>iU Job Site Address: �" Y�.`12C � �T'av r City/State/Zip 0_�Q v .. he policy nu mber and expiration iration date` Attach a copy of the workerscom compensation policy declaration page(showing t 1 Failure to secure coverage as required under Sebtion 25A o,f MGL c."152 can lead to the imposition of criminal penalties of 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 f of up to,$250.00 a day against tbe:•' iolator.'Bc,advised that a copy of this statement may be forwarded to the Office of Investigations of the DI4-for insurance coverage verification.. I do here by certify under the pains rid penalties ofperjury that the information provided above is true and correct. Si ature: a Date: Phone#: Of fcial use only. Do not write in.tlus area, to"be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): <, 1: Board of Health 2:Building Department 3, City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other Phone#: Contact Person: „ t Inform Ation% Ail d. fpstr ctx®n, S 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 contract of hire, express or implied, oral or written.” or any two or more An employer is defined as "an individual,partnersh)p, association, corporation or other legal. entity, of the foregoing engaged in a joint enterprise, and including the legal.representalives of a deceased employer, or the egal entity receiver or trustee of an individual, partnership, associalio❑ or other les des heroein, or he occupant n the of the w oner of a dwelling house having Dot more than'three apartments and who r dwelling house of another who employs persons to do maintenance, constnrction 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:" MGL chapter.l52, §25C(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 apphcantwho has not produced acceptable evidence o'f.compliance with the insurance coverage required." •Additionally,MGL chapter 152, §25C('7) slates "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for theperfonrrance ofpublicw,ork 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.checking the boxes that apply to yo ur situation and, if name(s), addresses) and phone number(s)along with their certificate(s).Of necessary,supply sub-contractors) insu rance. Limited Liability Companies (LLC) or Lim,ited•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 The affidavitlshould P and date the of rrdavit, . in Accidents for confirmation of insurance coverage. Also be sure to sign a ermit or license is being requested;not.he Department of , be returned to the city or town IHat the application for th p 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 pnntedtlegibly, The Department has provided a space at the bottom of the affidavit for you to fill out in the event he Office oflnvestigations has to contact you regarding the'applicant. Please be sure to fill in the permiUlicense.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 indicaarng current or policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in town), A copy of the affidavit that has been officially stamped or marked by the ci ty or town may be provided to the applicant as proof that a_valid affidavit is.on file for future permits or licenses. Anew affidavit must be filled out each year. Where a borne owner or citizen is obtaining.a license or permit not related to any business or coximercial venture (i.e. a dog license or permit to bum leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give as a call; ,The Department's address, telephone and fax number: The Commonwealth of Massachusetts Departmurof Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-87.7-MASSAFE Fax # 617-727-7749 Rw;cr-rl4-24-0 ,n0co rrn-widlA ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR OI�TE- AND TWO-FAMILY DETACHED:,RESIDENTIAL CONSTRUCTION (780 CMR 61,00) Applicant Name:- Site Address: n.r- � —�-. -- Pr,,(� Town Cat Applicant_Phone: n, rc igna re: Date of°Application: UtC� NEW CONSTRUCTI 5 of the followiri t"T b tiO is 78.0 CMR TABLE.6107.X PRESCRIPTIVE IVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND,TWO-FAMILY BUILDINGS MAXIMUM r MINIMUM - �� Ceiling or Basement Slab Option 1: Fenestration exposed Wall door Wall . Perimeter AFUE HSPF SEER 10 U-factor . floors R-Value R-Value R-Value R-Value. and Jae th R-Value ,' _ 'National Appliance Energy R1�- con servation Act(NAECA)of 3.� -R-3 8 R-19 R-19 R-10 4 ft... 1987 as amended,inininiums or reater as Bpplicabir Note; This form is not required if you choose either of the two versions of REScheck as.tisted below. ❑ Option 2: REScheek Version 4.12 or later variant software analysis must be completed 780 CMR 6107.3.2) . RESche'ck-Web which canbc accessed at ht�://www;ener95�codes:YoV/rescheck/ ADDITIONS:OIZ:ALTERA'I'IONS,TQ EXISTING BUILDINGS:OVER.S YEARS OLp *Buildings under 5 years old must use option 91 or 42 in New Construction section`above. Complete the following formula to determine the %.of glazing: g - .Formula, .(100 x b _ a) (a) Gross Wall & Ceiling Area equals 1 SF %:of.glazing 100 X �a - b a (b) Glazing area equals e SF if glazing is < 401/° use the chart below, If glazing is >40.% roceed to "SUNROOM" section 780 CMR TABLE 6101.3 I'RESCRIPIIVE ENVELOPE CO.MP0NENT CRITERIA. ADDITIONS TO EXISTING. LOW-RISE:RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceilin and , Slab Perimeter Fenestration" g .Wall Floor Basement Wall R-Value Exposed floors• R-Value R-value R-Value and De th U-factor R-Value..' F 39 R-37 a:` . R-I3 R-19 R-10 R-10, 4- feet R 30 ceiling insulation may be used in place of R-37 if the insulation achieves'the full R-value over the entire ceiling area(Le. not-compressed over exterior walls, and includin an access o enin s). SUNROOM An addition.or alteration to an existing building/dwelling unit where the total 0_ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition, Note: Owner to fill out Consumer Information Form (found in A endix 120.P) A FYC Grrir/e to fi�onrl Cnl�sfrirctir>ir rrr.High l�l�ir�rl,drerls: IXO r1,rp/� IYirrd Zorr.e Massacll'iIset ' Checiclxst,for Compliance (780 ct)'fR 5301:2.1.1) i Lr l Check Comptiancc 1.1 SCOPE Wind Speed (3-sec. gust).._................•.. ::... ... .. .. 110 mph Wind Ex P Category.:.................... osure Cate o B . Wind Exposure Category... ...En ineerin Re uired For Entire Project.... .....,..... .. .,.... .. ........C. p g ry............. g 9. , q , 1.2 APPLICABILITY Number of Stories (a roof which exceeds.B in 12 slope shall be considered a story) 1 stories s 2 stories , ✓ Roof Pitch ......... ........ .....:.. ......... ....(Fig,2) ...... ft <33 T' ..... Mean Roof Height ................:. . ...... , .................... ...... g. :....:..................._.....::. .(O ft'_ 80'. ✓ Building Width, W ......... _ .... : (Fig 3) Building Length, L ...... (Fig 3) _ 80' .. Building Aspect Ratio (L/W) ...: .... .... ...... (Fig 4)....... �� z ....... ... ..... ......E,8' 5 6B" :Nominal Height of Tallest Opening :.(Fig 4) :.,.. 1.3 FRAMING CONNECTIONS r General compliance with framing connections:" .,. .....:`.(Table 2).-- ....... 2A FOUNDATION Foundation Walls meeting requirements of 7B0.CMRj540441 Concrete..........•.:. ,. ................................ -oncrete Masonry . .... .... ' 2.2 ANCHORAGE TO FOUNDATION"'. 5/8"'Anchor Bolts.imbedded or 5/8" Propnetary Mechanical Anchors as an alternative in concrete only .. Bolt Spacing-general ...... ...I.., (Table 4) n `3a i�_ Bolt Spacing from endfjoint of plate ...... .:(Fig 5) ...... . ..... ..........�_ , ... Bolt Embedment—concrete (Fig 5) — Bolt Embedment_masonry (Fig 5) ........ , „ _3"X.3 x Plate Washer.."..........: .•.... ......... ....... .. ....... .. .....:(Fig 5)........ _ 3.1 FLOORS Floor-framing member spans checked Y ... .. . 8.: (per 7BO CMR Chapter 55) - ` 12 Maximum Floor Opening Dimension'..... ...... ... ••.... ...(Fi 9 6) Full Height Wall Studs at Floor Openings less than 2' from Exterior Wall (Fig 6) . . •• •. Maximum Floor Joist Setbacks • ft <d ✓ Supporting Loadbeanng.Walls or'Shearvall .....'.:......(Fig 7) ..:..:. ;..: ................. Maximum Cantilevered Floor Joists a,e Supporting Loadbearin Walls or ShearWEI, Fi B :© ` d 9 Floor Bracing at Endwalls ...... (Fig 9)........ er 55)t h 780 CMR Caper .. Floor Sheathing Type .. : (P Floor Sheathing Thickness t .....(per 780 CMR Chapter 55 at nail Table 2 .. 'T d s in edge-/ . in field Floor Sheathing Fastening:..:.:... ... .... . : ...:..... ( ) — '�— Imo 4.1' WALLS ,t t , Wall Height k " Loadbeanng.walls.. * ` Fig 10 and.Table 5 9 ft s 1D' , • ...(Fi 10 and Table 5) ..... ..�ft Mon-Loadbeanng walls (Fig ) s 20' Wall:Stud Spacing (Fig 10 and T <_ 24 o.c. ....:(Figs 7 &8). ab - le 5) � in Wall Story Offsets - — r ({ <d 4.2 EXTERIOR WALLS' Wood Studs able 5 .. 2x� D, ft-in Loadbeanng walls:.'. (T ) •....(Table 5)....: 2x in. _ — f Non Loadbeanng walls ...._ 1 a Gable End Wall Bracing Full Height Endwall Studs... ... : . ...... . .,.. „ .(Fig 10) .Fi 11 .. ft zW/3 WSP•Attic Floor Length:............... . .... .. .. ....( 9 )...... .... Gypsum Ceiling Length (if WSP not used)... .... .:.(Fig 11) ft z 0 9W - and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)...:.:.. . ...: .... : . or 1 x 3 ceiling furring strips @ 16' spacing min. with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays: Double Top Plate x .• �r� . ti Splice Length ............. (Fig.13 and Table 6) .... ft :. u APC Guide to fYood Constrvactiorr i:r. Hi�7r 11!iiid Argas: 110 Iliph ff'ind Zo'ire ` A4assac.husettS Checklist fol -Corn Compliance (7so Cittris301.2.1.1)1 Loadbearing Wall Connections Lateral (no. of 16d common nails)....................:............(Tables 7).............,........................................ - -� Non-Loadbearing Wall Connections ' + �77 Lateral (no.of 16d common nails).......:........................(Table 8)....................:................................... �, Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ....:...................................................(Table 9).......•...........................4��=in.511.' Sill Plate Spans (Table 9) ........... ft_in.5 11' ...................................... FullHeight Studs (no. of studs)..........................:.........(Table 9).............................................:......... Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans:..:.....................:...............................:...(Table9)................................. ft=in.512'. Sill Plate Spans.:....................:.:.........:.....:......:...........(Table 9) ................................. eft=in.5 12" 10 Full Height Studs (no, of studs):.............. :...................(Table 9)....................................................... CL �- Exterior Wall Sheathing to Resist Uplift and Shear Simultaneousfy4 Minimum Building Dimension, W Nominal Height of Tallest Opening2 .......:....................:............................................:...fi> SheathingType......................................... ....(note 4). ............................................. ... -�- Edge Nail Spacing ............. ...... Table'10 or note 4 if less .................... � in. Field Nail Spacing ........... ....... able 1.0 ........................ :... ..� in. a Shear Connection (no. of 16d common nails)(Table'10) ......._......................: .... ....... -�- Percent Full-Height Sheathing.. . Table ID).......:..........................:..:...... % 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening?....... ...... ....... ....................::. <6'e" �. Sheathing Type....................................... ......(note 4)................. Ed e Nail S acin .................:....... Table i 1 or note 4 if less)........................ _ g p g ....:........... Field Nail Spacing ...... able 11 ..........I................:....,.... l a Shear Connection (no. of 16d common nails)(Table 11) ......................:.:.......:...:......... ........:C)� Percent Full-Height Sheathing able 11 ....:........................................:....... JQ 5%Additional Sheathing for Wall with'Opening'> 6'8" (Design Concepts)................. .. Wall Cladding Ratedfor Wind Speed?.......................... ...... ....... ...... ...... . . .. ....... .... : . :............ .: ..... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang .............. I...........I.........................(Figure 19) .............eft_<smaller of 2'or U3 .� Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................I...............U= If . Lateral .............................................(Table a 2).............................I........ ...... Shear............................ ...............(Table_12)......................................-....S=3z pif Ridge Strap Connections, if collar ties not used per page 21... (Table 13)............................... Gable Rake Outlooker..........................................(Figure 20) .............=ft 5 smaller of 2' orU2 J Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift...............:.......:........................(T'able 14)......................................... ...U lb; / Lateral (no. of 16d common nails)...(Table`14)......................... .............L -- lb. 4— Roof Sheathing Type................:.... (per 780 CMR Chapters 58 and 59) ........ Roof Sheathing Thickness............: * in.>_7/16 VVSP . ! Roof Sheathing Fastening... ......... ............•..,...:.(Table 2)::. :.. .:.... .................. R Notes: 1, This checklist shall be met in its entirety, excluding the'specific exception noted in 2, to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b• 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure.17 - e_ Comer Stud Hold Downs per Figure 18a and Figure 18b 2. ' Exception: Opening heights of up to B 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 wa(Is shall be a minimum 2 in. nominal thickness pressure treated#2-grade. A1Y'C Grrirle to 11!oo(I con.s.tr nc 110 niplr H/ixrrf Zone 11�Zass,IC1111setts Clieeldisf for Compliance (7r,o C 1115301-:2..l:I 4. a. From Tables 10 and 11 and location of wall sheathing.and.Building Aspect Ratio; determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16" and be installed as follows: _ i. Panels shall be installed with strength axis,parallel to studs. fi. All horizontal joints shall occur over and-be nailed to framing. iii. On single story constniction;.panels shall be attached to bottom plates and top member;of the double top plate. iv. On two story construction; upper panels'shall be attached to the fop member-of the upper double top plate and to'band joist at bottom of panel.Upper attachment of lower panel shall be made lo'band joist and lower attachment made to lowest plate at first.floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on censer.per figures betow: Vertical. and Horizontal Nailing.for Panel Attachment 5. Glazing protection: a) new house or ho.rizohtal,addition ,required if project is 1'mile or closerto.shore (generally,,south of ,p Rte. 28 or north of Rte.6) t b)vertical addition—,not requlred unless there is extensiverenovation to the first floor c) replacement windows=needs energy conservationcompliance only(chap 93) 6.Wood Frame Construction Manual (WFCM)for 1.10 MPH, Exposure B may be,obtained from the American Wood Council (AWC)website. •-WHENTHIs EDGE REHsTrSD14 FFLkMING USESrJ NA3LS AT _, ^: ' it I.. 11 I -•1 ❑ - - I: N t .t 11 II N "1 I-.. .... y' I 1 1I Q A � @ I� I' ri FRAMING MEMBERS I 1 U i EDGEk0F_ EDLkTE I I'CC t r n I `14 , J STAGC,EFtED WALSFACM NAIL PATfE14 PANEL PANEL_ PA19JE�_EDGE DOUBLE"LEDGE SPAMU DETAIL See DBIail on Next Page Detal l Vertical and Horizontal Nailing Vertical and Horizontal Nailing' for Panel Attatichmeni for Panel Attachment �FVHEr, ,. Town of Ba astable ti ai Reguia tory'S ervices EARuaAB $ Thomas F.-Geiler,Director RFD a Building Division Tom Perry,,$uilding Commissioner 200 Main Street Hyannis,MA 02601 www,town.b arustable.ma.as Office: 508-862-4038 Fax'. 508=790-6230 Property .Owner Must Complete and Sign This`Sectiari If Using A Builder as ORmer of the subject property hereby authorize �4 :,. Gam' to act on mybehalf, :in all matters relative`to work:authom d bythis.burldiag permit applicatio n for r (Address of Job) nature o Date I Print Name A . p f Property �wwner is a 1 in `for ermit-.h lease-coi let& the PP.Y _ _ Hon eavMers License Exemptigon Form onthe reverse :side..;;: {. , P Q:FORMS:OWNERPERMISSION *,. Town of Barnstable o Re' gula tort' .S rvices,. .,I Thomas F. Geiler,Director + aAItN5rABLE, 'ASS. wilding ]Division arfti � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable,maxs w Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT A4AILING ADDRESS: city/town state zip code The current.exe�npoon for"homeowners"was extended to include owner-occupied dwellings of six units of less and to allow homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A . e than one home in a`two-year period shall not be considered a homeowner. Such who constructs mor "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible f6t all such work performed under the building permit. (Section 109.1.1) The undersigned``homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and rye urr ents. ature o HaLne9.wra�r Approval of Building Official Note: Thrce-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that:"Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act m supervisor." Many homeowners who use,this exemption are unaware that they are assuming the responsibilities of a_supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems;particularly when the homeowner hires unlicensed persons, In this case,our Board cannot proceed against the unlicensed person as it-would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that heJshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt.such a form/certification for use in your community. Q:\WPFILES\FORMS\Ihomeexempt.DOC . t . S t j I • b i Y 77 40 JUL - 82010 I L ' rRlr. N Y E RWTA �� IO �o W .p No. 19334 G15TE �µ' . 'a suVO, CE,2T/FfEr� TAA' 7" TNC-x�- c.v A!a4%�� Z 0 5A 7-/4,(/ �fL LC Sf-IOWt/,yE.eEGt(/C4MGL YS W/rry SCA L E- 7".�/�SIAOeX/,%E A., •S 97 6A Gk ,�2EQU/.2Fi�tE.t%TS OF Tf/E �"at-tiNGtF' .�.C..:4/t! .2E.c'E.eE�(/C'� .!o cA r,E-.,=� lyrr�/�c/ TyE FLoaaaL,4�y \� �`�-•.�S t 4 .� v ��-- �/ �'P✓�f/.!/E- !-E1T�O<t✓��_ .4Pi�.L.fG",�'l,/t/7'��vsfi�J�—._��:� .,tin�. ' _ I Office of Cousumer Affairs&Business Regulation License or registration valid for individ'ul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registratio-_y ;�64855 ' Office of Consumer Affairs and Business Regulation Expiration 11119t2011 Tr# 290732 10 Park Plaza- Suite 5170 TYPe l Andufdual 1 g - Boston,lVIA 02116.9 MARK MARK STANLEY� b 192 SKUNKNET Rpm CENTERVILLE, MA 1 2 Undersecretar - - Y Not valid' ►thout signature s• J%lassachusetts- Department of Public Safct Board of Building Regulations and Standards t. - Construction;Supervisor License r License: CS 88995 .E j Restticted`to 00 MARK HJ STANLEY' - >- , 192 SKUNKNET RD '> a CENTERVILLEjMA 02632 Expiration: 2/5/2012 • Tr#: 22984 . Comm�ssu�ner;, . a AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance('780 CNIR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)............................................................. .... .................... ...........................110 mph ✓ WindExposure Category.................................................................. ....... y...............................:...................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2).........................::...�_stories s 2 stories ✓ RoofPitch ................................................................:......:..(Fig 2) .............:............................. :la 512:12 ✓ MeanRoof Height ..............................................................(Fig 2).................................................�ft <_33' ✓ BuildingWidth,W............................................................:..(Fig 3)................................................ ft s 80' BuildingLength, L ..............................................................(Fig 3)..............................................:..L ft 5 80' ✓ Building Aspect Ratio(L/W) ...............................................(Fig 4)................................L.3.33=.....I.� s 3:1 Nominal Height of Tallest Opening2 ....................................(Fig 4)......................I.........................G'9 s 6'8„ ✓ . 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)......:..............:...................,:.:............:.....: ✓ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................... ................................................................ ✓ 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general...........................................(Table 4)............................................... tLa, in. Bolt Spacing from endloint of plate ............................(Fig 5)......:.............................. Co in.5 6"-12" ✓ Bolt Embedment-concrete.........................................(Fig 5)................................................. '? in.z 7" ✓ Bolt Embedment-masonry.........................................(Fig 5)............................................y7 in.?15" Plate Washer...............................................................(Fig 5)..........�jrn�c��...'t�oa`1L..>_3"x 3"x%<" - 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................ O ft 512'or L/2 or W/2 ✓ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ .� Maximum Floor Joist Setbacks - Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................eft s d / Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..................................................:.NA ft s d Floor Bracing at Endwalls.......................:...........................(Fig 9)............... 9 Type (per 780 CMR Chapter 55)................... ... . ......... =i Floor Sheathing T e ........................................... ............ . Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)......................��yS„in. Floor Sheathing Fastening..................................................(Table 2)..$ d nails at <o in edge/ %*I in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................9 ft 5 10, `J Non-Loadbearing walls................................................(Fig 10 and Table 5)...........................Ot ft 5 20' 7 Wall Stud Spacing .................. ....................................(Fig 10 and Table 5)...................k(,o in. 524"o.c. Wall Story Offsets ........................................................(Figs 7&8).............................I.............. 0 ft 5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls....................... ...............................(Table 5)...................:..........2x Q, - q ft /in. Non-Loadbearing walls.............................................:. (Table 5)..............................2x-- ft/ in. 7 Gable End Wall Bracing' Full Height Endwall Studs..........:.................................(Fig 10)..........:........................................................ WSP Attic Floor Length................................................(Fig 11).............................................tj,6,-'�ft zW/3 / Gypsum Ceiling Length(if WSP not used).............. ....(Fig 11).............................................""ft 2 0.9W ✓ ,•> 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)............... ":....... ......... Double Top Plate Splice Length ........................................_...............(Fig 13 and Tabl )�ece..w A � ', ...6e.. .... ,ft ✓ Splice Connection(no.of 16d common nails)..............(Table 6).............N.d..'!50-%LW$............ ..7..... � � N A= Nrt �4��hc�kb\e TOWN OF BARNSTABLE Z-0-i9 AUG 9 PM 8 18 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................� Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................ ✓ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .......................................:................(Table 9)...................................4' ft T' in.s 11' ✓ SillPlate Spans ........................................................(Table 9).........:........................4 ft 9_in.s 11' Full Height Studs (no.of studs)...................................(Table 9).........:............................................' "3. . Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. 1±ft_0_in.s 12' _ Sill Plate Spans...........................................................(Table 9)..................................4 ft Q in.5 12" �L Full Height Studs(no.of studs)....................................(Table 9)........................................................ 9— Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° . Minimum Building Dimension,W Nominal Height of Tallest Opening2 .................. . 5 6'8' ✓ ... ....................................................... _ SheathingType..............................................(note 4):'...................................................................................................is ✓ Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................�(, in. Field Nail Spacing............................................(Table 10)....................... .....;............. ... ♦ X in. Shear Connection(no.of 16d common nails)(Table 10).......................::..... .::" y j.......�r� 9 9 ........(Table 10)................................................... % q 4 .Y Percent Full-Height Sheathing.............:. 5%Additional Sheathing for Wall with Opening>68":(Design Concepts)..................... .� Maximum Building Dimension, L Nominal Height of Tallest Opening2.......................................................................(»S"s 6'8° SheathingType..............................................(note 4)................................................... 'Spacing i I�X Edge Nail S 9 P 9.........................................(Table 11 or note 4 if less)........................ in. L Field Nail Spacing..................................... ....(Table 11) i . Shear Connection(no.of 16d common nails)(Table 11).........:...............................=`�3 14.. 4t „ ✓ Percent Full-Height Sheathing .... T o ............... /o • g g................... ( able 11).................................... �t� 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Rated for Wind Speed?........................................................:. .... ................................................................ 6.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) ✓ Roof Overhang .................... ..............................(Figure 19)...............0 ft s smaller of 2'or U3 i Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift............................................ ...: _'7O (Table 12)............................................U= plf Lateral............................................:(Table 12).............................................I-=1"7(.plf Shear........................ . ......... .. . .....(Table 12)............................................S=_2 Plf ✓ Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)..............................T=IL4 A plf Gable Rake Outlooker.........................................(Figure 20)..............WA ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift_.............................................(Table14)...................................:........U= AIt lb. Lateral(no.of 16d common nails)...(Table 14).......................................L=_bMb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. Roof Sheathing Thickness........................................... ............................................�in.a 7/16"WSP Roof Sheathing Fastening............................7..............(Table 2)................................... .. ........... �— Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to compIV with the requirements of . 7.80 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. TOWN OF BARNSTABLE 20 fiUG 9 Pn1 3 18 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNm 5301.2.1a)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment • AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CN1x 5301.21.1)1 -WHEN THE;EDGE RE SM ON ' F�L4 WNG USE W NAq S , AT fi�o.G u 1-1 it 11 11 - 11 tl 11 - 11 1! JI t1 11 1 11 IF 11 0 tl IF•� - - OEj JY 1•F . I! F Ii If a li Q - 11 It X. II W ii- 11 1! 11 Ir 1!j - 11 a 11 iF p u !1 H la t ! n 1 If L�YT7_ �f1• - - - NAR.SPACING 1 i - PANtL46 _ vj ~+ See Detail on Next Page Vertical and Horizontal Nailing for Panei Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CN1x 5301.2.1.1)' a wzN e , 1 1 1 r 1 r 1 , 1, 1 Z u1� 1 1 a 10 1 i � FRAIIAIFI6 M9UIBERS � ` �I I 1 1 1 EDGE RrRF.RMEMAT£ 1 1 _ 2 s"MIN. 6 1 r 1 1 ---------- -- --- ------- -----a- -;___ STAGGERED NAIL PAT IEMI PANEL PANV EDGE DOUBLE NAIL EDGE SPACING DETAL . b Detai Vertical and Horizontal Nailing for Panel Attachment - f vi. TOWN OF BARNSTABLE 2010 AUG 9 PSI 3 18 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ` `f Map . Parcel-. .1"1�1 _:'Application # Health Division - Date Issued Conservation Division Application Fe (00 Planning Dept. Permit Date Definitive Plan Approved by Planning Board � Q Historic - OKH _ Preservation / Hyannis SEP U 0.8 , y Project Street Address !- Village 4 Owner I.V's\�,�� � � ,� Address \01-t L urn ou-, 7k-;�e. Telephone Permit Request j c Square feet: fist floor: existing QMproposed/ 2nd floor: existing proposed--"' Totai new./ Zoning District Flood Plain Groundwater Overlay Project Valuation`�4 - o ,u Construction Type � `� Lot Size Grandfathered: ❑Yes ❑ No If , attach supporting documentation. Dwelling Type: Single Family_ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes*No On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full ❑ Crawl QAWalkout ❑Other Basement Finished Area (sq.ft.) k ` Basement Unfinished Area(sq.ft) Number of Baths: Full: existing. new a Half: existing new — Number of Bedrooms: IdL existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes >grNo Fireplaces: Existing _New Existing wood/coal stove: ❑Yes`60 Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage�. Oxisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# _ --Current-Use - --` Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number I of a. Address \� /�,�„� i 2r,�,� License # k �" C0 LA-A Home Improvement Contractor# 1(=143= _ LyCaC3133 - yc�S`bl� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED �t MAP PARCEL NO. ADDRESS VILLAGE' OWNER . DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL L PLUMBING: ROUGH FINAL i € • ? -Li GAS:Hi ROUGH �&"- FINAL FINAL BUILDING_- to Zfdio t DATE CLOSED OUT ASSOCIATION PLAN NO. • rt c r�sefl ss ' . , : ,per 'TJre Corr�rrcor-�ivcalfrt of • Dep-rrrtmeril oflrtdusfrtccl,�ecidenfs- OVic oJlttvestrgcr ions 600" FY��htcglort`Slreef 13 osCo,r Af-4 02,rJ1 'yww ircr�ss•gou/dfd Workers' Com enssdon Tngt>_rance davit; BuEd8rg/Contractors/ElectricianERI ueb 1 i' Please Pr E� AppLlcant Zx>_f•ormahon - Name pusLnosslOrganuilt7on/Indiv1dual); Address: • � r �_ ,�� � . . Phone.#; S u� aU9 •l�i�-. City State/Zip: Arc you an ernptoycr7 Check d1e appropriate box: F e of project (required): 4• l am a general contractor and I N-cw �nstiiiction. 1.0. I am a employer with ha c hired tlac svb-contractors crnployces (frill and/or part-time),* listnd on the attached shcct cmodcling 2.IVX aura•sole proprietor orpartncr Tbcsc sub-contractors'havc. g, EJDcmoliti,on ship and lavc no cmployces cmployccs and bavc cvorkc'rs' I rking:for Tor in any capacity. 9. 0 B uilding addition wo comp. 'insLirancc.$: [No workers' comp. ins�irancc IO.E1 Elcctrical,fcpairs or ad( 5, �� W c arc a corporation and zip r6qu3r d_j office Y er rs hac excised tbcix 11_E Plrmabing repairs or ad.c 3,❑ X am a borncowncr doing-all work p t of exem tion'P er,.MGL• DO ,[2�o workers` comp. P 1 Z.[� Roof rep firs c; 152, §1(44), and we have no instrranccrc;u cd_I I3. Other . cmployccs. [No workers' comp. insrrsancc rcq�ired.7 . .. *Any zpp)ieant thzt chcchr box{f)T-nurt also fill out the recbon bclo7v rhovring their workers' eompcns�lioo p6)icy ibrM iL nt:n. tI-IomtownMwhorubroitthire$d-vitindie6ng.tbcyarcdoingallworkand.thcnhireoutsideconhstintsmustsubmlianew davitindicrt,ngur tConUaelnrs trot check lhix box trust att�chcd an additional nc�ct rhowing Lhc narnc,of the sub contr and Wr Wh°thy °r not fliose cat tics bavc cmployccs• ICthc rub contracEnrr have employee(,they mutt prwtd6 fl,cr vrorkc s'comp. po[lcy nw7,bcr. Zam cut BelarV is fltepoCiry artdJob st errzp[oyer�lcrrt isp`rovtduig)vorkers' eorrtpeiisalian �n-surarrcefor my empXoyees ircforrna !ore J_ �r ns LlrancC Corapany tvtIDe: Policy# or Sclf--ins:Lic. #: LOC-'A C "'Z °7 L1 Expisa6on IDatc: City/5tatd, p; �•tZ.A,k_V � 1_ ,� ., 1 rob Sitc Address: • A{tach a copy oCfhe Yorkers' compensation poLi.cy declaratjon page (sbowin�thepoGc ntunber and�xpira{ioxa ds Failure to scctlrc coverage as required irndcr:Scction SSA ofMGL c. 152 can Icad to'thc imposition of nm;r a1 penalties Cwn uP to.31 500,00 and/or one-year impnsorirn A as weld a_s eivil,pcnalti'cs in the form of a STOP WORK ORDER d of up to S250.DO a day against tho viDlator, Bc ad)riscd that a copy of this 9Eat=Cc t may bo forvrardcd to the O�cc of Invcsti atiow of the IDEA for insvr�ncc covcra c vcri�cation rdo hereby certYfy uri.der lheprrins•attdper es pfi)Wry �A& the,inforrrtah'ori proPided above Es cYue and colrec� • Datt; �. 7 /� S i a ttuc Phonc #: � — U FnJ . Do no! wrl(c in fhu area fo be corripLeled by ci/y or town officiaC PermVLicenseth 2, Building Department 3, City/Tow-n Clcrk 4. Electric Inspeefor S, Plumbing Inspector 111forM tts Gcncral Laws chapter 152 rcquires all employers to provide wockofs,otb p Cu;Dndr oa'yQcO pact Oflhirces; Massachuse crson in the s rn Pursuant to this statute, an erriployee is defined as "...every P express or implied oral or wnttcn eo oration or other Icgal entity, or a-ny two or more association rp A.n e,,ptDycr i9 defined as "an individual partnership, Of DYCr, Of Dint cntc rise and including the 1ega11ePrenti ms to a g employcccs. IHowcvcrhthc Of the forcgoing•cogagcd in a j rP p yin receiver or trust,. of an individual, parinershrP, association or other legal h a dwcllin bousc having not more their thrcc aParfmcnts and who res des therein, or the occupant oho }souse owner of g . dwellin house of another who e�P10ys persons to do roaintcnancc construction°r cnt be deemod to bech dan n su employer." g or on the gro'-'nds or bU.ild'ng ROULL na°t t5crcto shall not bccauc of such c•mp oY� oC 2 2S also states thal "every st,nte or local licensing agcncYrn ha COM tcb MOnValthsfoiq r any r MGL chapter )5 , § �� ren,F-Wal of a license or permit (o operate a business or to construct yHth tags 1 app Licant who has aotproduced•aceeptable•cvidence of compliance 1thn r ay.fits politicalgsubdi,visions shall Additiozialay; MGL obaptcr 152, §25C(7) states Ncitllcr the common contract for,nc�perforXnancc of public work un�] accoptablc evidence of co�Jiencc A2th the in "race cntcr•into any authors requir•crnents of this chapter have bccn presented to the contrac�g Applicants Lf c boxes.that apply to yojir situation and, th Please fll out the workers' compensation ddress(c) and pbon numbcr(s) along With their ccNfieatc(s) of ncccssazy, supply sub-contractox(s)nam (s), anics LLC or Limitod Liability Partnerships (LIP)wig p0 °mPlOYccs others ° insurance, X united Liability Coup ( ) ensalion insurance. Lf an•LLC or LLP dots have mombcrs ozparincrs, aro notzequircd to carry workon' comp iZ, ata c to r-3 o a policy is rerluired Pc advised that this affidavit may be submitted to the Dep cnt° da t shoi�d mP Y Accidents for copfirmat DT'of insurance coverage. ��° bcz lit oxolic nsenisdbcing rl4uefl�n6k the Dcpartinent of bo rcturncd to flit city or town that the application for. P the law or if you aro rcquucd to obtain a wflrl crs' r�A eeidczits, Should you have any gllcstions regarding cs should enter thcix C=PC71Sa.t10npQ G}r, P lcasc call the j)cpu mcat,jtthe number listed below. Self insured cozapani self LLLsurdnGo ItGGaso aumbCr ou thr a ropr7ltC hne• City or To-ffR OfIlclnls ou rc aiding the applicuat Please be suxo that iho a davit is complete a-nd printed Icgibly. Th�Dc h�cat nip yndc�a space at the o °rn of the affidavit for you to fill out in the cvcnt the Of�co of lnvcsttg rcfcrrncc _ an a licant davit indicating current Pleaso be sure to fill in the Pr number which bYenydarsn cd only submibonp dditlon, PP that must subinitrrs dtiplc Pcrmlt�?ccnsc applicaijons ut y gr the city or town may ba pmy�dcd to the 'c' ormation(�'pcccssary) and under"lob Silc Address" tho applicabt should write"all locations ln�_(Czh' of poll y�nf town) "A copy of the af�idaYit that has bccn officially stamped or marked y Y as roof that a ya.lid a&idavit is on 51c for fiIturc pczrruts or liccnsatcd tto an incss or r-mmm�crcialoYcnturc app rant aECGasc or crmitnotrcl y ycaz.•Whcro a home owner or citizen is obt�ning P. • this a.>�da rit (Le, aves etc,) said P'crsoA is NOT rcguu°d to coraplct a dog)Czn_se or•permit to bum le shoed you hayc �y questions Tho Office of LnYcstiga_bons would lac to tbank you in advance for your cooperation an plcasc do not bcsitsto to givo us a call nc Department's address, tcicpbonc•and fax number: The Commonwt-,4th of MB-Mcchvsc-tts Dnp4rtnl -pt Of Industn J A,(C1deIIt5 Office of J'j�.yesdg-Rtk.uas 600 Wa- h iPton S1 ct 8q�ton, MA 02111 TrI; # 6 17-727 45-00 ext 406 pr 1-877-2\/IASSAFE Fax # 617-727-7749 Revised ] 1-22-06 N"w.ma-5,�..gov/di �OfTHErp Town o.1 BarnStab.le ti ° RegU12torY SPrVices B:Z-HST BLE, Thomas. , Gciler, Director .. , 'ter c659. Bzr>Iding'7�ivision F�FM Toni per'ry,' Building Commissioner 200 Main Street, Kyannis, MA 02601 www,.toivn.barnsta ble.mh,us Fax, 508-79( Office: 508-862-4038 Prope.>_ty Owner Must Conoplete ,and Sigil TL.ts Section If Us 1g A Builder kas Ocancx of the SUbj.e'ct property • _ . hereby autf�otize,__��,�\<�`���"�°-j' - to act on My behalf; t in all matters relative to work authorized by this butlduig,perrnit applicatlon for: . (Acddtess of Job) Sig-taturc of Owncx ate F Lin t N a.rn e' , rf Property Owner is applying for permit please complete tic Homeowners License Exemption FOrrri on tl7'e reverse side. 'own of Bara,stable of YHE r �� Regulatox'Y Services ThomasF. CeiJer Director f t BRANSr),B t.E: MASS. Buildilag Dzvisiozl s6jp. ��. 1"Eo µad" Tom Perry,Building Comrrussioner 200 Main Strcct, Hyannis, MA 02601 Y,rvysY•tovs'n.barustoble.ma.us Fax; 508-790-6230- Office; 508-862-4038 I3ohzEOWnTR LICENSE EXEMPTION t: Plcasc Print DATE:. Yillagc 08'LOCAT)ON: itract number CR . home phonc work phonc# "1-IOMEOWN' N •- n a rr)o CURRENT MAiLCNO ADDRESS: rip code slalc ' cily/fawn em lion for"home_ _o ors"-was extended to include owner oca Pen dwoornded v'a thclowner acts d The cutTent ex p to allow homeowners to engage an individual for hire who does not possess superYisor. pgFD'�zTION OF BOhaMVNER of is owns a axcel of land on•which he/she resides or intends to z csoidr, on which t .e��struciuxes,dA to Pcrson(s) Who P be, a one or two-family dwelling, attached or detached structures accessory uildin Official, that lae/she shall be who constructs more than one home in a two year period chtab]oto file Bsidere� a borpeownez, Such person V din official on.a forrn ac p , ua1 , all subrnit.to the B g n 109,1,1 shall ctlo homeowner cnrut• (Se res onsible for all such work crformc,d under the buildin e undersi d ,homeowner' asstrmcs zcsponsibility for compliance with the State Building Codc and other nc T g .and re lations, applicable codes, bylaws, rules g'1 e si ncd "homeowner'' certifies tbai he/sbc understands th�, comply mo B Saba P ocleddu S�an rp a rent Th'e and z g znio.imum inspection procedures and requirements and that he/sh P rcquircments• Signature of Homcownu /.pproval of Building Official Three family dwellings containing 35,000 cubic fact or Jargcr will be regtured .to comply with the No te', State Building Code.scction 127.0 Constt . ROMEo�ER'SDxr,Mp,l-ION crforming work for which a building permit is rcquircd shell be exempt from tTc provisions The Codc slate, LhaC "AnY homCoWnCrP a es a crson(s)forhirc to do such of this sect on (Section 109.1,1 L'ecnsing of construction SuperYisors);provided that if the homeowner cog g P cndix work, Lhal Such Noms MYT) r shall ncf ss supervisor: hnjW; e res Onslbt1ities of a s'upUYisor(sec APPariieula�rly Many homeowners who use this exemption azoru0cclion 2t 15)YThis arc alaek of;wxrcncP often reruns in serious problems,p Rues &'Regulations for Liecnring Constth ruction Supery when lh c homeowner hires unliccnscd persons,. In Lhis c 6`,courc$oond cinnol proceed against the unliccnscd person o�'hc o�1�,Nnapplic.tion Supervisor. The homcowncr acting ss SupCry sor is ulhm )/,r P cum:nll used by To ensure that the homcovm r is fully uands the rcospolnshb I ticcT p°tsdbSulpernsornyOn the I sllUpagc of lhis0.isy c is a form Y lha.l the homCowncr certify that hush our community. ,__.__� . j,, /.�.rii(calion for usc'in y Y Office of Consumer Affairs&Business Regulation License or registration valid for individul use only x HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registratio.ni.zA, 164855 Office of Consumer Affairs and Business Regulation Expiration ,11/19/2011 Tr# 290732 10 Park Plaza-Suite 5170 TYPe t Individual. '+'1 Boston,MA 02116 MARK STANLEYI MARK STANLEY 192 SKUNKNET Rp ' CENTERVILLE MA 02632 y Undersecretary Not valid ►thou gnature -'�'- Massachusetts- Department of Public Safety Board of Building Rc�r Construction Supervisor License andards License: Cs 88995 Restricted to: 00 G r■ MARK H STANLEY 192 SKUNKNET RD CENTERVILLE, MA 02632 ma`s•.. Expiration: 2/5/2012 ('ununisviuncr ' Tr#: 22984 - C LDGLIt N Y 7 7.7 t f it-ggqx.,'et'aL'i,.t • � �. . . 1 r 1 �.� -y 1 P t ) I ? F tirf,.. � F tFiPil ist'� t C. No. 19334 - '� suRV� CE.27 /.c/EQ PLOT OI�t.C/ Tf/.47' 10 CdT/OTC/ Sf�OGs/N yE,eEGLC/COM.d.G YS Ls//Tip/ SC.4 LL�• f ' 7'",�r 'r2A T� /o .!aG'-4 7;0.4> jy/Th//mac/ T�/E F.L�ctnPl..Q/.S! W r .�4 X7'-E,2 NYE BASSO k-,v Aif/ .2EG/S7�E�2E1� ,arc/•� S1J.E'Y�'yt�c5 This ,VP7- gZ--- _ To OET�P /.t/ - .LnT / I.cic�- APP.L/C.4//T" IaAL i ax io -!� e S i l�ISO W 7- Assessor's ma p and lot number .................................... *TNE 0 0 Y( kqwage Permit number BARNST -House number ... MAO& ....... .,......................................... 1639' A, (3 f 16 0 MO TOWN OF BAR TABLE BUILDING I-11SPECTOR APPLICATION FOR PERMIT TO ...(-'—. ........... ...V.-.j..........T.;......`a`.... .. ........................ TYPE OF CONSTRUCTION ....... . 1 .... ................................................................... CIA ................ .... ........ K7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..... .......... ............ ................................................ ProposedUse ..........................................................................I...............................- ............ Zoning District ... Fire District ... ......................... ... ........................1.................................................. T e t.-;Z,U P-" P-1) - I�I Name of HN�Qdclress ....0.. ...... 0.7...... e V 04� Nameof Builder ...................................Address .................................................................................... Name of Architect ...... ...........Address A....S.. .. . �........ .6 ................................... Number of Rooms ...... ....... ...............................Foundation oo-T i ,1(7 A �F............................. Exterior ....... ...............................RoofingKEIX!... ....... Floors ........ .......Interiors..... ... .. . . .......................... HeatingJA.EA%j.....P.Q. .0...............................................Plumbing ......................................................................... Fireplace ........ :..............Approximate Cost .................................................................... Definitive Plan Approved by Planning Board --------------------------------19--------- Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 0 4� 7-4 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .................................. Construction Supervisor's License cq!t<22,9............. JOHNSON, PETER & A=227-161 PATRWIA WWARD N028-184.......fP—e-r;;:jt for .... ........f.41 .... 'ily..dwelling...................................... .. Location .....L a t..A2-Q.......64-Watenside..Dr., .........Centerville Centerville ............................... Owner Type of Construcrrod-77".-frame......................... ................................................................................ Plot ............................ Lot ................................ Permit Granted .................july".1-0........1985 Date of Inspection ....................................19 ,Date Completed ..................... ...................19 9 � 061 co �v '�F? y;..-„•, ,�++Fr:-r......�r--,"`y, .-.",.-.ve "r+r, �? . A. - *wSFtT. sir .r t, t ..rxs* ,, K',r>*eF'+�"�F" •r O�INC TO TOWN OF BARNSTABLE 28 � Permit No. ...... ..81'...4 tt` BUILDING DEPARTMENT i D�D1R ■... � TOWN OFFICE BUILDING Cash ................ •6�9•�'�iDor HYANNIS.MASS.02601 Bond ........x...... CERTIFICATE OF USE AND OCCUPANCY Issued to PETER & PATRICIA HOWARD—JOHNSON Address lot #20 64 Waterside Drive, Centerville USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND,IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. November 18 88 --' Building Inspector •.° °•. TOWN OF BARNSTABLE BUILDING DEPARTMENT S BAR STABL TOWN OFFICE BUILDING � rug HYANNIS, MASS. 02601 o r��c�• MEMO TO: Town Clerk FROM: Building Department DATE: ////X-/?f An Occupancy Permit has been issued for the building authorized by BuildingPermit #.......... � !„............................................ ....................... .............................................................. issued to ........./.... i:`G/mil Please release the performance bond. s. Asseor's•reap and lot'number ..................... ................ . .. _. � SEPTIC S'YSTEm mus °%tNE ropy swage Per number ...................... 05 INSTA �f. D IN COMPLI . ( .....:......................................... �JYIT�I TITLE 5 t Ouse number ... 9 BARNSTABLE, ENVIRONMENTAL CoilDs_ AjF�yAya� TOWN O ARNSTABLE BUILDING INSPECTOR - APPLICATION FOR-,PERMIT TO ..�r-ONST�o�GT t,�u�......� ram ���R`� . `L..:.. TYPE OF CONSTRUCTION ....... T...:!Ar! .n.... .E7 M. :..................................................3A.G1E...... T� ...............!, .g4........t. ....19.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..... a"...... .!4T. P+`?.1.Q.r.........-1>. "..:..G-6t4m.a w. .14�X..................................... ............... ProposedUse .... ........... ' .................................................... .. .............................................. . 1 Zoning District ... AI.......... .. . C.........Fire District ........................... . ..... .... ZL Gv 1.if LN �O Name of Owner��r. "..F.�TK1.(4x%...kb.WV !�Q. . . dress ....W.t...k(I .4y...I�S ......�`'J1 SS.....OZI SCE �FpI.CN@ 5 `ir Name of Builder ....A,./CeJ.4TQ...................................Address GAI�...F..............lA. ....��33� .. ............................................. .... Name of Architect T.......... .�RxJ.h!�-A..,�.Q.�!fchl�`.7.t11�1...........Address t.An!1,W....i4:S.... 0.V.E................................... Number of Rooms .......:.t.......eq.,R!As........... ..................Foundation Z4t.� �v.IGQN �......A!...!^!!tN OTt�li`�' .................. i Exlerior .......P.1.4.e...............................RoofingteD..�D.AX ..«....A4P.1.09b5.Q(A ... Floors .A..6.....F,l.N. ...tr!alp.......p. YlNo9. ....)..`.1:1,.....Interior 17AVeU... .....y4 N rO .PRO.....(./i�jTE „ Heating ................................................Plumbing _.G.. Fireplace .�3.T... ..Z.N.I..:..... T E...k..Fit!.V ..............Approximate. Cost ..).. ..`��,r..P..O. ........................ Definitive Plan Approved by Planning Board --------------------------------19-------- . Areal .G..�� .��U�` Diagram of Lot and Building with Dimensions ^ Fee .....�..l�.l.� 2- 4-0. .............. SUBJECT TO APPROVAL OF BOARD OF HEALTH j� �z 114, 0 IV a L,oT�t ZO zal f \ It/�•57, OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . ..................... .......... .. .............................. Construction Supervisor's License 0A4..r g;Q9............. x JOHNSON, PETER & A- 27-161 1►` � � ,, „��' f PATRICIA HOWARD No 2'' .3.8.4.... Permit for .2..S.tory...'$i.ngle..... famll dwellin` ° •�i]..........Y. ............aCJ.......................................... _ - Location ......6G•.•Waters-ide••Dr-ive ' ..denterua�l.e............................................ 4 Owner ....P.eter...&..Patricia...Howard..,Tohnsor A w e I Type of Construction .....fr....am............ ................. i.......... ...... ...................;.................................. • �} ^f �• f { - I ' '�_'° .... Tti Plot ............................ Lot ...........:......... ......... i Permit-Granted ........... July....11_1.............°19 85 ` ���� �.e,LH r�✓` G U Z 1 Date of Inspection(L.3........ .......... :19 Date'Completed .....tl.� /................... 4 • k • �e�- 4 a 70 + PINK DEPT. FILE COPY]WHITE-FIELD /YELLOW-APPLICANT COPY ° )( Oa �,. BUILDING TOWN OF BARNSTABLE, MASSACHU3ETTS PERMIT A=227-161 July 10 85O: kc $4- DATE 19 PERMIT NO.: APPLICANT LeW Bonito ADDRESS Holmes Sit,., Carver,":I MA 02330" 024629 (NO.) (STREET) (CONTR'S'•LICENSEI: ;.(.;.. PERMIT TO Bll �d dwelling ( 2 ) STORY Single fainlly'dwellirig DWELLRNG UNITS (TYPE OF IMPROVEMENT) _ NO. (PROPOSED USE) ". lot #20 64 Waterside Drive Centerville ZONING RC AT.(LOCATION) DISTRICT (NO.) - (STREET) .. BETWEEN AND (CROSS STREET) (CROSS STREET)' •,'i'.!:.'t.'•. LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO 8E FT WIDE DE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM.IN CONSTRUCTION:. T.0 TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Sewage #85-197 g .. . BOND: : AREA OR 1572 sq.•.. ft. 125,000 PER"MIT .$ $ 98.2"5 VOLUME ESTIMATED COST FEE (CUBIC/SQUARE FEET) , Peter & Patrieia .Howard"Johnson y OWNER; O llrTl, •>r a e_S Ey T S� BUILDING DEPT Y i FROM THE DEPARTM ENT OF PUBLIC WORKS. THE ISSUANCE OF THIS� OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MI EPER TDOES NOT RELEASE TH APPLICANT FROM THE CONDITIONS MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION.HAS BEEN PERMITS ARE REQUIRED FOR I. FOUNDATIONS OR FOOTINGS. ELECTRICAL, PLUMBING AND -MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS` ,. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL M EMBERS(READY TO LATH). 3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. ' OCCUPANCY. .. POST'THIS CARD SO IT IS VISIBLE FROM STREET -�' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS � i. 2 ` 3 HEATING INSPECTION APPROVALS `1 ENGINEERING DEPARTMENT A" OTHER � "1/Y'iy7Z ��Z BOARD OF HEALTH Ala v✓ �98C3 -_- WORK SHALL NOT PROCEED UNTIL THE INSPEC PERMIT 11;-LL BECOME NULL AND VOID IF CONSTRUCTION r TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN S1,'. MONTHS OF DATE THE INSPECT)pNS INDICATED ON THIS CARD CAN BE CONSTRUCTIOt PERMIT IS ISSUED AS NOTED ABOVE. ARRANGED FOR BY TELEPHONE ORIWRITTEN NOTIFICATION. 7-77 i-++•4 I i I � I " ��"'i�.,'? - _ �ri L! ��., :-•ram y. I 1� t I r / . t r sr 2/ JA gyp•• t -1.-i. i r ti �G WILLIAM G�,� 1 t r3 o N.Y E „ No. 19334 1 I'0 sup-,' d _CE,�T/,c'/EO PLOT GL4 Al..... n / CE2T/.,"Y T.A/�!T LOC<IT/fJ.t/ i' S.yOWN h/E,eEG1rC/COMf�L K5- W/rho SCA L / ` O�TE S 40-e.0/,c/E ANO S6TE3A Ck /D .000'A 7�d� jy/Th//.t/ Th�E FL4aaPG4/.t! \U ' I Tf//S 44> 4AIIS /il/s7-,2!.1,41X ;r-Sv e1�EY5 T-,y,E-- USEI> T4 OET�'� /.t/E !-l>T _/NES a IMPORTANT TO BAR LE ANY CONSTRUCTION THAT INCREASES LIVING SPACE O10 RUG 9 Pn 3 19 BEYOND 1200 SQ. FT, PER LEVEL MAY REQUIRE THE INSTALLATION OF ADDITIONAL SMOKE DETECTORS. NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. ---------------- Ali I 1 � � 'Z:1.0 P.r.CAP • .. 9Z 1'i Pt �u5: �' - - .a: IL r - I . ..lL.tilC OIL u 1.:4 P.T 1 4 FO .t1QIL(�:�•- .. _.— / S� w. Z+Ib.P•'r'3S _,.._.—_. 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