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0744 SEA VIEW AVENUE
1 q Sea- V I E'c,—) A Ve—, u �r V PROJECT NAME: . � ADDRESS: / PERMIT# PERMIT DATE:. I �. M/P.. LARGE ROLLED PLANS ARE IN: BOX 2 . SLOT Data entered in MAPS program on: f z l`'I BY: q/wpfiles/formshrchive.. . TOWN OF BARNSTABLE A- 0.. . . 1tHE t, t� ik g 201106�79BARNSTASLE, Issue Date: 09/05/12 MASS. �Ar1 I6 3.Ok Applicant: PROPERTY OWNER Permit Number: B 20122145 Proposed Use: SINGLE FAMILY HOME Expiration Date: 03/05/13 Location 744 SEA VIEW AVENUE Zoning District RF-1 .Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 114012002 Permit Fee$ 1,530.00 Contractor PROPERTY OWNER Village OSTERVILLE App Fee$ 50.00 License Num Est Construction Cost$ 300,000 Remarks I APPROVED PLANS MUST BE RETAINED ON JOB AND I PARTIAL REMODEL 1 ST FLR,ADD 2ND FLOOR ADDITION AS PER 4TTTIIIS CARD MUST BE KEPT POSTED UNTIL FINAL PLANS,4 BEDROOMS AND 4 BATHROOMS FOR A TOTAL OF 5 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: DANIEL,BRUCE B&DACEY,SUSAN M BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 80 LORING ROAD INSPECTION HAS BEEN MADE. ' WESTON,MA 02493 Application.Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT 1'D OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER T M ORARILY A •NT . ENCROACH ENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES A 'EL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: I. FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6. FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMPING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE.THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 � ' 1 ly�_ �_ I 1 l � V ✓ ✓Vcoa/ P a ,) 1 I(f 2 0=05k c� 13 YAT� 2 3 J_ I 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 T- ro (; -A \q �S Board of Health / i t r. 1, oc . OD �j� TOWN OF BARNSTABLE Building 201302389 BARNSTABLE, + Issue Date: 04/18/13 Permit 9 MASS. �p i639. Applicant: Permit Number: B 20130818 rFD NIA'I Proposed Use: SINGLE FAMILY HOME Expiration Date: 10/16/13 Location 744 SEA VIEW AVENUE Zoning District RF-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 114012002 Permit Fee$ 102.00 Contractor PROPERTY OWNER Village OSTERVILLE App Fee$ 50.00 License Num OWNER Est Construction Cost$ 20,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND FINISH ATTIC SPACE OF APPROX. 500 SQ.FT.INSTALL SPIRAL THIS CARD MUST BE KEPT POSTED UNTIL FINAL STAIR CASE TO ATTIC. INSTALL PIZZA OVEN INTERIOR ONLY INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: DANIEL,BRUCE B&DACEY,SUSAN M BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 80 LORING ROAD INSPECTION HAS BEEN MADE. WESTON,MA 02493 Application Entered by: PR Building Permit Issued By: — ��) THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). VISIBLEjr POST THIS CARD SO THAT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept I Fire Dept 2 Board of Health i i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map J Parcel*` 01'2- p02 'Application # Health Division Date Issued Conservation Division -,Application Fee v� Planning Dept: Permit Fee Z� Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address '1 Y' Village Owner r U Ce ZL. Address L4;z o2�Z7 Telephone 6 0 - Permit Request WS7� JC3�' l �'��'� (��e - c eo►c.lgje� ,� cif' T� {,acti7 ��� yr F�►n� �. Sv, .� I�ln�, I��� Fe�►Ci�J � ro�s' (J�o(.. wi1� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type 51i C5Y1"_V1`7' Lot Size_ 213_n Grandfathered: ❑Yes 4 No If yes, attach supporting documentation. Dwelling Type: Single Family 4/ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes YNo On Old King's Highway: ❑Yes IdNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new ` Number of Bedrooms: existing —new �J Total Room Count (not including baths): existing new First Floor Room Count n Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other J= Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: Erexisting Ynew sizej�?�Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ o Commercial ❑Yes ❑ No If yes, site plan review# _ Current Use �cS+�ew�c Proposed Use ,X, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 5J' C� �2 Telephone Number 238 521 Address I— D C C71 a f` v License # 1 e b �� , 1 6A 113 t11 Home Improvement Contractor# ��J 2-J Worker's Compensation # 'E� r, - P 6 g i 35 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO C:[sO c, C �� SIGNATURE DATE I FOR-OFFICIAL USE ONLY ARPLICATION# DATE ISSUED o � MIAP/PARCEL NO. ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: .- FOUNDATION Cou.Aa_ (ell to I FRAME INSULATION �.'FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - - GAS: ROUGH FINAL FINAL BUILDING 1121dt° I231I0 ' DATE•CLOSED OUTS' ASSOCIATION PLAN s• r The Cornmonwealt/z of Massachusetts Department of Industrial Aceidehis Office of Investigations 600 Washington Street Boston,MA 02111 www,rnass.govldi a Workers'coulpensation. Insurance Affidavit: Builders;Ct)ntractors/Elects-icians/l`lurabers Aljp icant Information 'lease Print 1.&ILb _.._ l�larlte is��sinrss/ar�ani�ztion/ln�iividual):_ �.�S�J t� _ �oW�'1'Si.C.1'ti . ��� Address:-Ao CLo 'K _(L' city/state/zip. 1 0 27 1� • Phone l#: you an et»ployer?Checic the appropriate box: � - .Type of project(required):~— -- 1.L41 am a employer W m ith '1-- 4..❑ 1 a a general contractor and I 6. ❑New constriction cniployces.(full and/or part-imel: have..h-red the sub-contractors 2.[� 1 ani a sole proprietor oz.partner listed on the attached Sheet. 1.''�]Remodeling ship and have no.eny hgp.s loyees 7 ub-A oatractors have g, p Demolition working for roe in any rapacity. employees and have workers' 9. Building addition '[No workers'comp.insurance comp.insurance.l ] 10. Electrical required.] 5._❑ We are a corporation end its ❑ repairs or additions' 3.0 1 am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself, o workers' rightof exemption per�b dl, Y [1`l �� 12:Q Roof repairs insurance required.)t c. 152,§.l(4),and we have no employees-f No workers' 13.10 Other` P Oo L . ppmp.,inaurance required.] . *My applicant tlatchxldi box 11.1.qw t also fill out On smdon Wow shdaiing dw'a workers'carnpensati' Pobq!.' formation. t 1•0nMWnars who subicit-Mb affidavit and g�are doaag an vgtk an tbrn d hate outride coat acwrs mint submits sew affidavit iudidting ouch . iContn;ctas tbai check this box must alf tiaras al ."'q v`g nzrire Pftha sub-mb2 (orssmd state w)ietlm or viol those entities lave ' "loyees. ]f the sub car►traeiois.haveanplgy ees;they inustytrpvide tlieit wadcets'comp.:poticy nlm>lxr I am an employer that is p�rovldlrig worir ecs'compensgdvn tnsarance fot`thy employees: Below is tJre policy.and job sift information.. - Insurance Company Nanue: S O C i�t l a N ,{`NS lJ rg►l�P �vC Policy#or Self-in;.I.ic..#: �(�.l C • 3 I.6 g 13S �Exviration Date: '`I .I, r? Job Site Address: 2 y.� ��� V �� OF CitylState/zip: 0 s'f F <r l C.( Attach 2 copy-of the workers:'tompensation policy.dearl>aration page(showi>ig the policy tluumber.and-e=piratian date). Failure to secure coverage as required,under Section 25A of MGL c.'152 can lead to the imposition of criminal penaffies of a fine up to S 1,500.00 and/or one-year imprisonment,as well as civil penalties i p.the form of a STOP WORK'ORDER and a fine of up to$250.00 a day against the violator. Be advised tbat a cop} of this statement may,be forwarded to dw-Office of Investigations of the Ink for imsutance.covmaate verification. I do hereby certify u r t)he paws-and pMdkies of perjury'ihol the information provided above is true and correct: Si ature: X Da 1 Phone 4: Official use only. Do not write in this area,to be eomspltted by city for town ofdaL City oi•Town: PermitlLiGense# Issuing Authority(circle one): ?. Board(Alleslth 2.Building Department 3.City/Town Clerk 4.Electrical Inspector- 5.Plumbing Inspector i'ozit zc a �: •_�;�:. -------__.__..-------"--- y�-------- ----•-•-._...------ I Division of Professional Licensure: License Search Page 1 of 1 The Ofhaal Websle of the Office of Consumer Affairs&Business Regulation IOCABR) Division of Professional Licensure Mese.G.v Mass.Gov Home Stale Agencies Stale Online Services Home I Division of Professional Licensure I SEARCH Check A Professional License Office of Consumer Affairs J ,Search By the Division of Professional Licensure LICENSEE ONLINE SERVICES Check a License Name:RAYMOND P. PAINE JR. Business:MATT ELECTRIC CO INC Incite a Licensed SOUTH DENNIS,MA Professional NEW SEARCH I Online Address Change "This Licensee has additional Licenses click here to view them." Conflict the Agency More... Licensing Board: ELECTRICIANS MASTER ELECTRICIAN REFERENCES& License Type: RELATED INFO TYPE CLASS:A License Number: 17091 Disclaimer Regarding Websile License Searches Status: SELECTED FOR AUDIT Enforcement Process Expiration Date: 7/31/2010 Glossary Issue Date: 11/20/2000. Help on License Search Exam Date: 1/4/1972 More,. School: This web site displays disciplinary actions dating back to 1993. This license has had no disciplinary actions taken during this time. The pace Above has been geue Bled by the Division of Prolessmndl Licensure web sei vei on Monday.May 17.2010 At 9:56:05 AM. 2007 Commonwealth of Massachusetts Site Policies Contact us Site Map http://Iicense.reg.state.ma.us/public/pubLicenseQ.asp?board_code=EL&type_class=_A&li... 5/17/2010 �. to 0 y zru?I' ;i�F'b�� tt� RF IUi��n dg, 87 K' i 1'p Tril12443t3 �-'dam— - .0 ., ff �AKk- COn�talhiofl�:' , Office of Consumer Affairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:* Office of Consumer Affairs and Business Regulation ReglstraUori; 164023 10 Park Plaza'-Suite 5170 . Expiration:.. 8/14/2011 Tr# 287847 Boston,MA 02116 Type:. Private Corporation , CLANCY CONTRACTING INC:` THOMAS CLANCY- 10 CLAYTON RD.'.. MIDDL __.+„`. —_.-. EBORO,MA 02348. Undersecretary of valid without signatufe r To:() Page 1 of 2 201"3-08 16:42:69(GMT) From:David Johnson coR CERTIFICATE OF LIABILITY INSURANCE OP ID DJ FOATE(MWODIYYYY) CIMC-1 03/06/10 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS AO RIGHTS UPON THE CERTIFICATE Association Insurance Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 33 Lyman Street, Suite 305 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Westborough MA 01591 Phone:978-424-5752 8'ax:978-383-8338 INSURERS AFFORDING COVERAGE NAIC 0 INSURED INSURER A Technology lawwance Company Clancy Contracting, Inc INSURER B. INSURERR Tca Clancy 12 Moulton Street INSURER D: Lakeville MA 02347 �__ I _:�d INSURER E: COVERAGES 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 MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOMN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ETiE TYPE OF INSURANCE POLICY NUMBER A M LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMISES(Es occurence) $ CLAIMS MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY S GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ POLICY JECT LOC AUTOMOBILE LIABILITY / COMBINED SINGLE LIMB ANY AUTO (Es accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTYDAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: qGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ AND EMPLOYERS'.LIABILIrY g TORYLIMITS ER A ANY OFFICER/MEMBEREXCLUDFVE ECUTIVErj 'jamC-3168135 04/16/09 04/16/10 E.L.EACHACCDENT $100,000 (MandatorylnNH) —J E.L.DISEASE-EA EMPLOYEE $100,000 It yyes describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $506,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS AOOED BY ENDORSEMENTI SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION PIN1tACL DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 20 . DAYSWRRTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Pinnacle Pools Company IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE David A. Johnson ACORD 26(2009/01) 01988.2009 ACORD CORPORATION. All rights.reserved. The ACORD name and logo are registered marks of ACORD r y ofJH.9 Town of Barnstable Regulatory Services aAxxsrAncE, Thomas F, Geiler, Director ,p .hi,199. �'ArFo,7,,A�cb�� Building Division Tom ferry, Building Commissioner 200 Main Street, Hyannis, MA 02601 wwW.toivn.ba-rnsta ble.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 i Property Owner Must Cbmplete apd Sign This Section If Using .A. Builder 7RqNU Cc 0% r , as Owner of the subject property hereby authorize h►r'�SI to act on my behalf, in all matters relative to worlc authorized by this building permit application for: is xsT` V��I� .(Address of Job) C I is gnature of Owner Date Print Name If Property Owner is applying for permit please complete the 1Tomeoamers License Exemption Porrri on th'e reverse side. r Town of Barnstable yw� 0p IKE Tp��� RegulatoxY Services Thomas F..Geiler, Director. BARNStABLE, rp.hfASSI N� Building Division ,e Pj6o �A Tom Perry,Building Commissioner • 200 Main Street, Hyannis., MA.02601 n Wly.toK'n.b2rustable.ma.us Fax; 508-790-6230' Office; 508-862-4038 HOA4EOWNER LICENSE EXEAIPTf ON please Print DATE: JOB LOCATION: strcct Yillage number "I-IOMEOW NER": home phone N work phone# name CURRENT MAILING ADDRESS: state 'rip code city/town of ts or less The current exemption for"homers"was extended rnd hire ho does not possess a licepd e,�rovided that the owner act and to allow homeowners to engage an individual f Supervisor. DEI:7NITION OF HohlEOVYNER h h is intended pe;rson(s) who owns a parcel of land on'whic aohed structures ace s lsory to such use and/or farm dc, on which th.ere is, or tructures. to be, a one or two-fannily dwelling, attached or det person who constructs more than one home official on aaformlacd shall not be considered a ceptable to the Building Officia l,hat he/she he shall be "homeowner shall submit-to the Bull g responsible-for all such work performed under the buildiu ermit, (Section 109,1,1) "assumes responsibility for compliance with the State Building Code and other The undersigned "homeowner applicable codes, bylaws, rules.and regulations. The undersigned "homeowneer" certifies thc�ents'and that he/she will comply with said proc andse Town of Bteduges�and�ent minimum Inspection procedures and requir requirements, Signature of Homeowner Approval of Building Official Note:. Three-family dwellings containing 00 cubic feet or larger will be rcquired.to comply with the State Building Code Section 127,0 Construcrin 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 on Io9.J,i -Licensing of construction Supervisors);proyidcd that if the homeowner engages of this section(Secti a person(s)for hire to do such work, that such Homeowner shall act as supervisor." the r Many homcown cnswn o use thi's exemption are Constrvctio SuperYiso sr;Scction 2aware t It5)y are This lack of aawarcncsooflcnlrctsu)tsf in scrioussproblcrnsPparti ula�rly Rulcs &'Regulations for Licensing when the homeowner hires unlicensed persons. In this east,our Board cannot proceed against the unlicensed person as.it would H�[h a license• Supervisor. The homeowmer acting as Supervisor is ultimately responsible. 16 To ensure that that by he understaly aware nds the rs ponsitbil'ticcT s of a Slupervi or.many On the lastscs require,page of this issue sssue is atform curren lytused by that the homeowner ccrttfy community: cr w..ral inwns. You may care t amend and adopt such a fomr/ccrtificalion for use in your Page No. of Pages 11raposal PINNACLE POOLS 10 Clayton Road Middleboro, MA 02346 2700 866-309-4150 PROPOSAL SUBMITTED TO P ONE DATE STR ET JOB NAME An ruGt brQ�4G lk;cl , Co6nY CITY,STATE and ZIP CODE c JOB LOCATION �sees v �Ile �It' u 2bSS ARCHITECT DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for: I..B.. .3.. . ...........(�ecs�¢...........: e.�._`'_xe.......���(......._Pl� ..............�s....1.iS.. ....................................... ..........................Ll_ ........ �`................................... 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We proIJQSe hereby to furnish materia and labor—complete in accordance with above specifications,,, for the sum of: Foc—r--,,, �U.S�v�� t ov u VU (��� � III r dollars($ l7 �ziI ). Payment to a ade as follows: 'J«e e+ sa,t� of � ne�l�3ooa LiNerN S�c, I6s�sT1ls,�o�, 3��v �RCICIfI gQo All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifications Authorized involving extra costs will be executed only upon written orders, and will become an extra Signature charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control.Owner to carry fire,tornado and other necessary insurance. Note:This proposal may be Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days. Ar:Acceptance: aurr Of Proposal —The above prices,specifications and ns are satisfactory and are hereby accepted. You are authorized Signature to doork as specified. Payment will be made as outlined above. Date Signature L 1.3/4 4S mm ru ti 0 IATCH ' Rprpr rFr •I,+�' 3 ASE KNOB - o UPPER MOUNTING Ln rt rl 20-1/4� S 15imm towER 8RA(KET MOUNTING Pll Ln 50mm CD ru W :t A Or cm GATE/fINCE GAP 3/8 l,7/16, (9 37mm) 28mm '� STRIKER . 1 0 —4. .2.5mm -o--= 3.3/8"--t- 0 Town of Barnstable Conservation Commission BAMLK 200 Main Street 9W .•� Hyannis Massachusetts 02601 QED MA't a Office: 508-862-4093 FAX: 508-7788-2412 Permit No. Statement of Applicant/Applicant's Agent upon Obtaining a Building Permit Application Signoff from the Barnstable Conservation Division I fully understand that although I have obtained a signoff on the Building Permit Application for my project,site work may not begin under the Order of Conditions until the following requirements(from Section II of the Order of Conditions)have been met: Not Met Met ❑ 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein, General Condition number 8(recording requirement)on page 3 shall be complied with. ---Must be met prior to sign-off. El �2J It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work. ❑ (9-3 General Condition 9 on page 3 (sign requirement)shall be complied with. ❑ �4 The Conservation Commission shall receive written notice 1 week in advance of the start of work. ❑ 5. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. �jj ❑ 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. ❑ ��/ � tographs showing the undisturbed buffer zone shall be submitted to the Conservation 7. A sequence of color pho Commission. Note: the strawbales and siltation fence must show in the foreground(or bottom of the photographs. App icant or Applicant's gent Signature Date . �> Corpany Name Tr Phone# 65 w C Priht Name q:forms:bldsignoff __ III. The following additional conditions shall govern the project once work begins: 8. General conditions No. 12 and No. 13 (changes in plan)on page 3 shall be complied with. 9. General condition No. 17(maintaining sediment controls)on page 4 shall be complied with. , I 10. The work limit shown on the approved plan shall be strictly observed. 11. There shall be no construction disturbance of the site below(on the wetlands side of)the work limit. i 12. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for I compliance with the provisions of this Order of Conditions. 13. Unless extended,this permit is valid until MAY 01 2011 ' i �14.,Pools-and-hoLtubs=shall-be=disinfected`b-y-ozone-injection-dr_alternate-as.approv_ed-by_the-Conservation i Comma ssion�Drawdown-water_from:gools_and-hot-tubs-shali_b.e--sent_to=a-leaching-basin=Upon I. ccompli ti`on-of-pool-and=hot-tub=installation,--a-letter-sh`all=be=sub`mitte`d by-the-installer=verifying=that: `. disinfection and-leaching-basin-requirements=haveab-een_met:T-he-location-and-capacity—of-the-basin-sh-all--be---:-,�, verify _ied-and-the--means=by which-drawdown will:beadirected-to_the--basin_shall--be_described� 15. The mitigation planting shown on the approved plan and located nearest the pier shall be implemented. Advance consultation with the Conservation Agent required. i 16. During construction,no area shall be left unmulched or unvegetated for more than 30 days.All areas disturbed during construction shall be revegetated immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to revegetate.disturbed areas at the conclusion of work. I 17. All lawn areas requiring restoration shall be,underlain with a minimum of six(6)inches of loam. 18. Shrub bed refurbishment shall require advance consultation with the Conservation Agent regarding species I - I and density. 19. Clover meadow shall be mowed no more than four(4)times per year. IV. After all work is completed,the following condition shall be promptly met: 20. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect, landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in p.6.2 TM -TEATION T Y E C AL gi�=-=P S TA 01-1 L Ral �ET/� ADJUSTING BRACE ANGLE BRAQKZTc - DO �M—OD LINER VINY1 PIME.- . STEEL POOL PANEL— DEADMAN -E7 a NS TWO PIECE BOLTED AN--G-LE BRA-011 WETE 7 -CONC- -GOTER DEPTH WNIMUM Raw 17-,Mt- -SEA Emma M UNDISTURBED SJU Q-G R=A QUEE STAKES - _ E�IE3 ci�T :P 0 oa'- STRUCTURAL P.E. REVIEW SEAL D RAISED SEAL VOID WITHOUT SIGNATURE AN NOT FOR USEiN MASTER PERMIT APPLICATIONS A FX N TIONDATE:06130MV Is #7,71 66420" -ATE:-P5.lq6/10q...' -��-E,X -1 SEWL�KA B -FO Br uc L 7 4 sea view Avenue 0"terville,MA 02655 STRUCTUk LLY OMPLIANT WITH THE BOCA(1999);SBCCI(1999), -ka-m—l—t-u- AND 97),NSPI-5(1995),MA BUILDING CODE(7th Edition) UBC(19 NATIONALLY ACCEPTED IBCliRC(2000 thru 2006)CODES Town of Barnstable Regulatory Services Thomas F.Geller,Director R" "BM�a Building Division 1639.j°tEc M ► Tom Perry Building Commissioner. 200 Main Street, Hyannis,MA 02601 ce: 508-862-403 8 Fax: 508-790-6230 COMPLAINVINOUIRY'REPORT Date: , 5 D S Rec'd by:� mplaint Name:f-� ar Fa �na,� �Map/Parce1 1 4 617_ `7 cation Address: 4 4 SQ nay t 2L4' l�v -iginator Name: N\�c c 1 P ).Q I Street: Village:� State: Zip. Telephone: implaint Description: �, o U> :CO)n C e _ 10.2— cjy� U Y' FOR OFFICE USE ONLY pector's Action/Comments Date: Z—2 S-D j(" Inspector: 41 C� � )_0 DY\ I m Oyc?b4 o)I +'2Ylr_cz On ��f �r1U►>r v � � .ditional Info.Attached- i ? ? 7 P^� C3�Z-x 1 a 3&I FLo aye I t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � 11 RR Map Parcel 19/01, 'M Application # Health Division f�w� Date Issued l Z-• Conservation Division �� �A "�Z.�U� 1401►1 Application Fee .� � •C� Planning Dept. Permit Fee J4 Date Definitive Plan Approved by Planning Board 9 Historic - OKH _ Preservation / Hyannis Project Street Address �;_A 01`ew f9U•-e— Village �� Owner ('uC 'p— � it e Address Y,6514, 93 Telephone Permit Request POT-%&(lam_ : I Lf4A� fiAd aid 86n= Square feet: 1 st floor: existing proposed -5-t 2nd floor: existing b proposed a Total new l� Zoning District Flood Plain Groundwater Overlay Project Valuation QtSQ Construction Type Y� Lot Size 5 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family da-' Two Family ❑ Multi-Family (# units) Age of Existing Structure r�— Historic House: ❑Yes )(No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl KWalkout ❑ Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Q' Number of Bedrooms: 3 existing&new Total Room Count (not including baths): existing A—) new First Floor Room Count Heat Type and Fuel: g Gas ❑ Oil 0 Electric ❑ Other Central Air: *Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes J No V -'q Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Ba®: ❑ existing ❑-new size_ Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: c> Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# n Current Use ���palo_ P&m;La c I`� Proposed Use �ip.l �tu�t �P� ie /00 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ,q _,N&MEF-a cL�e I Telephone Number �/2— Address go e A)U 7� License # (119 S ads Home Improvement Contractor# � e Worker's Compensation # ALL CO TRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE A�o j FOR OFFICIAL USE ONLY • , __;,; i APPLICATION# � r (} DATE ISSUED - cf (t i MAP/PARCEL NO. ' ADDRESS VILLAGE - k OWNER DATE OF INSPECTION: F FOUNDATION FRAME INSULATION FIREPLACE y ELECTRICAL: ROUGH FINAL • '' PLUMBING: ROUGH FINAL j GAS:' ROUGH ..-FINAL FINAL BUILDING r - DATE CLOSED°OUT s ASSOCIATION-PLAN NO' — ti ' The Commonwealth of Massachusetts Department ofIndustria AA cidents Office ofInvesdgada= • - - •600 Washington S'freef• - • ' Bostair,MA 021II www.mass gav/dia Workers' .Compensation InsiLrAu.ce Affidavit: Suriders/Contractors/EIectriciaus/Plumbers Applicant Information Please Pant L Name(sass/ C� j Address: C4 City/State/ZiP tt.0— Phone.#: - Are you an employer? Check the appropriate b e of io'ect re ` 1.❑ I am a employer with •4.appropriate n a general contractor and I Z`9P P 1 ( q�'ed):; employees(fan and/or part-t>*. have hired the sob=cortaz 6 New c®strnction . 2.❑ I am a'sole propriemr or partner- listed on fe-attached sheet; 7. []Remodeling slip andhave no employees ' These sub-corfL-�have g Dmnalitirm working for me iEr auy capacity, employees-and have worlm' [No workers' comp.insurance cbrop..insorance.$• 9 addition required.] 5 ❑ We are a corpo on and its ID.❑$lectrical repass or adc�ns 3.❑ I am a homeowner doing ill-work officers have exercised theirrepairs or addiii�s myself- [No workers' ccml . right of exemption per MGL Q Roof repaiLs hmacan e reqnired]t F. 152, §1(4), and we have no - 12- employees. [No Workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 ffitst also fill out ffnc scc$on below showing 1�work Me compensation policy mfmmafion. t Hnmeowa=who suhmitfim affndavit mffmdmg icy am doing all work and then his outside coniractnzs must subnat anew affidavitindicatIIng such Cosh actors fat check this box=st dtached as additional sheet shoving the name of the sub-cm actom and state whether ornot those cities have 'ET'Uyees. 'fthe suh-confMCba bane e3ploy=,8=Y=stprovidr 1hes woii='coxes.policynumber. Iam an employer that isproviding-workers'compensation insurance for my employees. Below information. is the polity end job site Insurance Cmnrpany Name: Policy#or Self ins.Liz.A F.xp -a6mDaie: lob Site Address: City/State/Zip: :Attach a copy of the workers' compensation policy declara$on page-(showing the policy number and expiration date). Railnre•to.secure coverage as requiredunder Section 25AofMGL c. 152 can lead to the imposition of criminal f ne up to$1,500.00 and/or one-year i aprisnmment; as well as civil penalties in.the form of a STOP WORT;ORD o Penalties f 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 hmsEgEdops of the DIA for' su=e covers • n, I da hereby c sand aloes oZe that the information provided a is tr a and correct S Date- Phone ----------------------------------- FUar only. Do not write in f z&area, fo be completed by city or town affu iaL wn: Per'nitUcense# 'Issuingt'hority(circle-one): Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector rson: Phone#: r Town of Barnstable r�'o4znr try - :� o Regurato•ry Services Thomas F. Geiler,Director fabsp- Building Division prn Tom Perry,Building Commissioner 200 Maiii•Sireet,_Ayannis,MA_02601 www.town.barnstable.ma.us ORE= 508-862-4038 Fax: 508-790-6230 IFOKEO'WNFER LICKXSE EXEMPTION Please Print DATE: JOB LOCATION: cr streeJt ��/� village "HOMEOWNER": 1�� l-3�J name / home phone r work phone CURRENT MA1LiNG ADDRESS: go city/town mats up code The current exemption for"homeowners"was extended to include owmer-occupied dwellinZS of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFr7 MON OF BOMMOVe'T°BR Persons)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 person who constructs more than one home in a two-year period sbzll not be considered a bomcowner. Such "homeowner"shall submit to the Building Of icial on z form acceptable to the Budding Official, that belshe shall be responsible for all such work vcrformed 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,Hiles and regulations. The undersigncd"homeowner"certifies that,br/she understands the Town of Barnstable Building Department pr ure.and require nts and that be/sbc will comply with said procedures and ts. of Homeowner Approval of Building Official Note: Three-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 stairs that Any honcownc perfomnng work for which a building pemrit is rcquired shall be exempt from the provisions of this scction.(Scction )09.3.)-Licensing of ca xtruction Supervisors);provided that if the honcowner engages a person(s)far hire to do such work that such Homeowner shall act as supervisor." Many homco hers wbo use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q. Rules&Regu)ztions for Licensing Conshvetion Supervisors,Section 2.1�) This lack of awz=css often results in serious problems,particularly whn the homeowncrhirs unlicensed persons. In this case,our Board cannot proceed against Lhc unlic mscd paaon as it would with a)icenscd Supervisor. The horneouncr acting as Supervisor is uhirnatcly responsible. To cnnm that Lttc homeowner is fully awa,-c of his/her icsponsnbilities,many Communities require,as part of the permit application. that the homeowner certify that b44 understands the mpansibilitiet of a Supervisor. On the lzsr page of this issue is a form currently used by sever-<1 lawns, You may care t amJrd and adopt such a formrc-rtifieaion for use in your cD-, nuniy. Q:forms:homocx erupt Bruce B. Daniel 80 Loring Road Weston, MA 02493 Voice:617-835-3197 Fax: 781-642-7234 Bruce@Brucedaniel.com July 25, 2012 Thomas F. Geiler, Director Building Division Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Building Application# 201106879, 744 Sea View Ave, Osterville Dear Mr. Geiler: Please be advised that I am the homeowner of the above property. I am presently in the process of seeking bids from various sub-contractors for the remodeling work to be performed at my home and have not selected my final sub-contractors as of yet. Please accept my application for a permit to do this work with the proviso that I will supply you with proof of workers compensation and general liability insurance for each sub- contractor as they are selected. Thank you. Sincerely3Darui . REScheck Software Version 4.4.1 Compliance Certificate S I Project Title: 744 Sea View Avenue Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 744 Sea View Ave Bruce Daniel Bruce Daniel Osterville,MA 02655 80 Loring Road Owner Weston,MA 02493 617-835-3197 Compliance:Passes Compliance:8.2%Better Than Code Maximum UA:428 Your UA:393 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 2162, 30.0 0.0 76 Wall 1:Wood Frame, 16"o.c. 1440 19.0 0.0 29 Window 1:Vinyl Frame:Double Pane with Low-E 660 0.300 198 Door 1:Glass 300 0.300 90 Floor 1:All-Wood Joistlrruss:Over Unconditioned Space — — — — — Exemption:Framing cavity not exposed. 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 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date 1 L t 1 1 Project Title: 744 Sea View Avenue Report date: 12/01/11 Data filename:C:\Users\Bruce Daniel\Documents\REScheck\12.1.11 744 Seaview.rck Page 1 of 1 11/30/2011 10:36 FAX 7812463040 BUILDING TECH. Q 001/001 ® Building and Engineering Solutions,LLC Designers - Engineers - Project Managers Building Code and Airport Consultants Subsidiary of New England Design and Building Technologies.Inc. Steel beam calculations November 18,2011 Attention, Bruce Daniels Sent Via E-Mail Reference Number:1044 Building Plan Review For Renovation and Addition 744 Seaview Ave. Osterville,Massachusetts. Steel beam,span length 36 feet Minimum Yield Stress 50,000 PSI Steel Shape Shall Be Wide Flange W16X77 Loading Type,uniform distributed load Load Amount for Distributed Load;275 pounds per lineal foot Being Restrained;The Top Chord of the Beam Restrained(supported from twisting are buckling by regular space joists so to restrain movement) Calculated Results for wide flange steel beam: W16X77 36 foot in length. Calculated stress and bending;3,930 PSI Allowable Stress and Bending 33,500 psi Calculated Deflection Is 0.319Inches The Allowable Deflection for L1240 is 1.800 inches The Allowable Deflection for L13601s 1.200 inches I hereby certify that the above referenced steel being(W16X77)to be used for the above reference eeds the minimum required loading for this project F MgS�cyG ' r NAZEIH R. Nn Naz X `HIr9�h P� o TE, A NAL EN 400 W. Cummings Park, Suite 1725-121.Woburn, MA 01801 Office: 781-245-6615 Fax: 781-246-3040 E-Mail: CJMartinPE@Bld.qTech.com E-Mail: Nazeih(a)BldgTech.com "Integrity Is Nonnegotiable and Respect for All" AWC Guide to Wood Construction in High Wind Areas. 110 mph Wind Zone Massachusetts Checklist for Compliance(790 C.1R 53012.1.1)' © Check 1.1 SCOPE Compli'an/cc WindSpeed(3-sec.gust)...................................................................................................................110 mph WindExposure Category................................................................................................................... ..........8 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ stories 5 2 stories RoofPitch ..........................................................................(Fig ) ....2 ....... ............................. s 12:12 ✓i Mean Roof Height ..............................................................(Fig 2).........................................:: 1r ft 5 33' BuildingWidth,W...............................................................(Fig 3).................... ..............-............. . ft Sao' [/ BuildingLength,L -----......................................................... ........(Fig 3)............................................. ft s 80' Building Aspect Ratio(L/W) ........................................ ..(Fig 4)............................................ s 3:1 Nominal Height of Tallest Opening2 ........................... (Fig 4).............................................. ' rf S 618" 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 518"Proprietary Mechanical Anchors as an allemative in concrete only Bolt Spacing-general..........................................(Table 4)............................................... in. Bolt Spacing from endrjoint of plate ............................(Fig 5)..................................... in.5 6'-12" '�yy Bolt Embedment-concrete........................................(Fig 5).........._..................................... in.a 7" Bolt Embedment-masonry.........................................(Fig 5)._-........................................ i_n.a 15" PlateWasher...............................................................(Fig 5).............................................-a Y x 3'x 14' 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55 ................................... Maximum Floor Opening Dimension...................................(Fig 6)............................J It 5 12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwalt................(Fig 7)...................................................�ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................... ft s d Floor Bracing at Endwalls ..........(Fig 9)...................................................�.......... _✓ ......................................... .... Floor Sheathing Type .............................................._........(per 780 CMR Chapter 55)........................ Floor Sheathing Thickness (per 780 CMR Chapter 55 in. Floor Sheathing Fastening..................................................(Table 2).._d nails at in edge,_ n field 4.1 WALLS Wall Height p / Loadbearing walls........................................................(Fig 10 and Table 5).......................-. ft 510' ✓ Non-Loadbearing walls................................................(Fig 10 and Table 5)....................... v ft <_20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................,6L n.5 24"o.c. WaJI Story Offsets (Figs 7&8)........................................... It 5 d k2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x - ft_in. Non-Loadbearing walls................................................(Table 5).............................. 2xj- ft 4-in. Gable End Wall Bracing' / FullHeight Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11)...........................................�..��,�ft aW/3 Gypsum Ceiling Length(f WSP not used)...................(Fig 11)..........................................�"a 0.9W 2 x 4 Continuous Lateral Brace Q 6 fL o.c...(Fig 11)............................................................ Double Top Plate / Splice Length ........................................................(Fig 13 and Table 6)..................................... ft Splice Connection(no.of 16d common nails)..............(Table 6)......................................................... I , AWC Guide to Wood Construction in High Wind Areas: 110 nrph Wind Zone Massachusetts Checklist for Compliance(780 cnIR 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 compliant Tabig 9) HeaderSpans ............................................._.........(Table 9).................................. Sill Plate Spans ........................................................(Table 9)..........._................. ft in.<_11' Full Height 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.............................................................(Table 9).................................. ft Q in.5 12, Sill Plate Spans...........................................................(Table 9).................................. ft_6L in.5 12'" / Full Height Studs(no.of studs)...................................(Table 9)...................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously` Minimum Building Dimension,W LI ✓ Nominal Height of Tallest OpeningZ icr 5 6'8" Sheathing Type..............................................(note 4).....................................Edge Nail Spacing (Table 10 or note 4 if less.......r f� 9 P g............................ ) m. Field Nail Spacing..........................................(Table 10)................................................. in. Shear Connection(no.of 16d common nails)(Table 10).............................................. Percent Full-Height Sheathing,......................(Table 10).................................................�/o r/ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... t/ Maximum Building Dimension,L t _ Nominal Height of Tallest Opening2.......................................................... .......0 1 5 6'8" t/ SheathingType..............................................(note 4)......................................../�(y.... Edge Nail Spacing.........................................(Table 11 or note 4 if less)......................... in. � Field Nail Spacing..........................................(Table 11)................................................ r 1 Shear Connection(no.of 16d common nails)(Table 11).........._........................................ —.- Percent Full-Height Sheathing.......................(Table 11)....................... _ 5%Additional Sheathing for Wall with Opening?6'8"(Design Concepts)................... Wall Cladding j Ratedfor Wind Speed?.............................................................................................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) _ Roof Overhang ...................................................(Figure 19)..............,,,I-ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors n Uplift................................................(Table 12)............................................U3y plfZ pit — Lateral.............................................(Table 12).............................................L=L Shear...............................................(Table 12)............................................S=_7�_pit _✓ Ridge Strap Connections,if collar ties not used per page 21.....(Table 13).............................. T=—pIf Gable Rake Outlooker.........................................(Figure 20).............._�__ft 5 smaller of 2'or U2 — Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors //''''rrrr���� Uplift................................................(Table 14)............................................Ub. Lateral(no.of 16d common nails)...(Table 14).......................................L= Ib. 27 Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. Roof Sheathing Thickness......................................................................................1 in.Z 7/16"WSP Roof Sheathing Fastening...........................................(Table 2)............................ ....I.............& E/ 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 hem 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 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas:HO mph Wind Zone Massachusetts Checklist for Compliance(7so cmR s3o1.Lu)' a. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,detemtine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thiclmess of 711W and be installed as follows: i. Panels shall be'arstatied with strength axis parallel to studs. ii. AU horizontal joints shall occur over and be nailed to framing. i8. On single story construction,panels shag be attached to bottorn 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 shaft be a double raw of 8d staggered at 3 inches on center per the Figure.Vertical and Horizontal Naft fior Pane!Attadunent I I AWC Guide to Wood Construction in ugh Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so cMR -MITMEDGEF EON tFaao usesd MAILS ATS ar. n n u n n 11 Y W 11 11 11 11 11 11 11 11 N N 11 / 11 11 11 /I 11 11 I!'11 Ij'Ij'F � 11 11 Q 1 11 11 taf 11 i I Q al el 1 i !"i 4Q7 m 11 11 6� ii x W 11 i i r I 6 y •/ J 1/ ij 61 Q 1� 11 �t 11 11 11 11 1 M 11 11 fl �/y��•��OW y�YfY 1 9WOr ------- fALSPACM �� See Datail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph trind Zone Massachusetts Checklist for Compliance(7so cmR s3w.Lia)' i i 1 � 1 1 1 1 a 1 f 1 1 1 d II II i i t 1 i 1 1 1 1 � 1 1 1 jv N 1 1 _ - STiGtERM RML PAT7ERN PAN& PA1f R h DOME/IAA®CafiWACM DOM Detall Vertical and Horizontal Nailing for Panel Attachment vi. - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r Map t Parcel 1d- TORN OF BAf�(�;S Permit# /,, TA BL E ~ Health Division 6 - V/� Date Issued 2, 3 Conservation Division / �� 0� 5�,� 8�� `c` h-fob Am Pa3 Tax Collector 0 0 k L 1 �Q�o �y 60.1 5 e /W �P, Fe— � 0 S-0e DD -- Treasurer �C � L. y D i)i�%ISiOW- �STErtq E,gu INSTALLED Erl CC,W l Planning Dept. WITH TITLE 5I.I: � O Date Definitive Plan Approved by Planning Board ENVIRONMENTAL COD,_ " p) �1=�"/�� �����.�main;' • Historic-OKH Preservation/Hyannis Project Street Address 7 / / .1t,od. V A - Village rc K U'• ' Owner Address Telephone 31 - t600 fc_ Permit Request P aNv (�bnro Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuations KQ.c+-y Zoning District Flood Plain Groundwater Overlay 01— Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. © Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) QJs Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new O Total Room Count(not including baths): existing new First Floor Room Count 2 Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Cl No If yes, site plan review# Current Use — Proposed Use BUILDER INFORMATION - 7 Kl 7 q) Name �T CAL E61Z -SOP Qt M0'8k-1 wGTelephone Number ��� (D Address \ 1�D�;rL L.�PkT (�(Z, LO E j License# CS 0(o t Co - T—�NLlf"(o(�p®1 . y25 S� Home Improvement Contractor# 2 l e,G 11 Worker's Compensation# .00 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATEq q 54 '(�� 5 y ' A FOR OFFICIAL USE ONLY 3 , r. PERMITNO. y DATE-lS,S(UED MAP/PARCEL NO. r ADDRESS VILLAGE OWNER DATE OF INSPECCTIQV ^ FOUNDATION j FRAME INSULATION FIREPLACE tj ELECTRICAL: ROUGH FINAL b PLUMBING: ROUGH FINAL � a GAS: ROUGH FINAL V FINAL BUILDING t--%:v 4 �yvx 1 1 DATECLOSED OUT S r ASSOCIATION PLAN NO. r v ne (•,UITlACUlIWGu.Kn vJ ara�✓✓.�•........---.. --r - Department of Industrial Accidents 600 Washington Street Boston, Mass. 02111 Workers' Com ensation Insurance Affidavit hone# am a homeowner performing all.work myself am so a le etor and have no one wbrlan is ca ac�ty // /%%%%%/%//%%//%%%%///%///%%%/%%%//%%%%/%/%%//G/%%%%%%%/%/%%/%/%%�//%%%//%///�/%////%//i, /1}•� co V1 ensation for my employees ,� wOIkerS }:;L:F+:v:•?r: .t.. p� rove •:}.!. ::::t: ......... ......vx:•.v:,,:,vn::;•}SY±}Y:'•Yi:{+}:.},,:;.. .v:{?:,;i:}rC:i•:::j::}::.: r..,:.i:d::{:}yv:r:4$:{i:}•:•:{:�$C•:F•:}{•:^: an em 1 P g ..:............ ..y,.:: .... .v.:.,,. . ....r..,.: .......,....}.::.•}+:i:.r:Y..:.a.Y:':..}Y+S::.a.:..y:{.i:.}:a::,!.::}:.....r.?r....r.�:::... . am P oY ................:.,•>......r.-.t..t.>y{..�....: 4... ...{ :..,::.:.a..w,..........:::....-,....«...:,r. ............:. :...........y::.......+ `:x: .. r.. h... .. ... ... :.r•:: ....bra•::......r..n!vTi:4}v:{:....',.4r.;;.4'F'.•:4;....}Y::y:i:r'{':4 .. ....... ...r. .,.S.. .......... ....... ... v.}........... v:v:::.... .......... r...... f.4Tr}.v}:'.r....... v::, .::•}.$•;4'v:$C:r:•Y:' ................:.:n.• :.n,r....... .....-..r:... ....xr.x.i.....:n:..t....... r,. ..................... r....v........• v.......Y,•.......:.n::.. .. 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Date . 6 lgaature j Phone 0S �7 oriat name offldal use only do not writs in this area to be completed by city or town bMcW peia►itNcw e# ❑Bading Department dty or town: OLicensdng Board ❑Selectznen�s Omce [3.checicif inunedists response is required ❑Health Department n: phone#; []Other contact perso (csviand 9/43 PJA) , Information and Instructions -- ichusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their lvees. As quoted from the 'law". an employee is defined as every person in the service of another under any contract express or implied, orai.or written. riployer is defined as an individual; partnership, association, corporation or other legal entity, or any two or more of ,regoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or :e of an individual, partnership, association or other legal entity, employing.employees. However the owner'of,a ing house having not more than three apartments and who resides therein; or the occupant of the dwelling house of ,er who employs persons-to do maintenance, construction or repair work on such dwelling house or on tHe•grounds or ing appurtenant thereto shall not because-of such employment be deemed to be an employer. chapter 152 section 25 also states that every state or local licensing agency shall withhold the:issuance or'renew.al license or permit to operate a business or to construct buildings in the commonwealth fo•r any applicant who has rroduced.acceptable evidence:of compliance with the insurance coverage required. Additionally,,neither the nonwealth nor.any of its political subdivisions shall enter into any contract for the performance of public work until oable.eyiderice of compliance with the in_si rance requirements of this chapter have been presented to the'contracting ority, ilicants se fill in the woikers'. compensation•affidavit•completely,by checking the box that applies;to your situation and ?lying.compnny,names, address and phone numbers along-with a.certificate of m' surance`as all affidavits may be Witted to the Depaztrnent=of Industrial Accidents for confirmation of ins„r�ani cc coverage: Also be sure to sign and, the affidavit. 'Thc affidavit should be returned to the city or town that the application for the permit or license is ig requested, not the Department of Industrial Accidents. Should you have any questions regarding the"]avrr"or if you required to obtain a•workers' compensation policy,.please call the Department at the number listed below. y.or.Towns .. . . .. . . . . ase be'sure thatthe affidavit is complete and primed legibly. The Department.has provided a space atthe bottom of the .davit for you to fill out in the event the Office of Investigations.has to contact you regarding the applican. Please sure to'fill in the peimit/lic+ease number which will be used'as a referencb number. The affidavits-may bb rctlniR ino Department by mail or FAX unless"otiiei`ariangemeats have'betri ade: e Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. ase do not hesitate to give us a call. ,e Department"9 address,telephone =d fax number: . The Commonwealth Of Massachusetts' Department of Industrial Accidents Office of InvestlDauOns 600 Washington Street Boston,Ma. 02111. far#: (617) 727-7749 '409..or. 375: phone#: (6t7j 727-4900 eat. 406, i q The Town of-Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Peter F. DiMatteo, Building Commissioner 200 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW .SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the`reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing.at least one but not more than four dwelling units or to structures which are'adjacent to such residence or building be done by registered contractors,.with.certain exceptions,along with other requirements. 5 Type of Work: C-� Estimated Cost 0- C9.0 I Address of Work: 7 �� Is Ey K.U ALC,f— *A . Owner's Name: ga�J9_L Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: ' r// �fA,Pf C0J �atiIV c.e Date Contractor Name Registration No. OR q:forms:Affidav :rev-122001 Al Board of.Building Regulations and-Standardsol I' P HOME•IMPROVEMENT CONTRACTOR .` Registrati ob1281'26 'yl Expirati m: 03/61/20037 Type: INDIVIDUAL f THOMAS J GRIFFIN&SON REM I THOMAS GRIFFIN' 15 EDGEWATER DR.WEST � v • E. FAL.MOUTH,MA 02536 Administrator r i . '•r. - iLrr�rl.•':•:/r'i/�.r� l�:L7J.IrYK(.:N%f.. BOARD Q .siJILDICNG REGULATIONS License:-tON.TklC710N SUPERVISOR Number. CS Q61116 • Birtivdate:-0,Q/23/fl J5:3' Ezpires:.0 00,3------�T,r. no: 1049.5 Resttiriteo I IIOMAS J`Gl iFFIO r 15 EDGEWA'r"EFL bR`ik . g�, E FALMOUTTH, MA 02536 Administratoi I ' 11 �, 15-2 LICENSE NO. �zm�—, Approved by Department of Environmental Protection Z 12 15-1 Date: S� 12-2 HARRISON AND �Y9 R NANCY BUCK F 13 PROPOSED PIER LOCUS MAP WITH FLOATS 118t 61 a Z rn EXISTING 744 SEA VIEW AVENUE m RESIDENCE Map 114 Parcel 12-2 I , .� SCALE: 1" = 40' c� ;,;t ►� 82'} No.31913� 49't 6'. 9 9o�Fs TERR° ��Q�. TOP OF PIER ONAL -H EL:=12.0t _ CV MHW EL.=2.3 ....... ... MLW EL.=0.0 A u 12' O.C. 6"X6" POSTS INSTALLED U ( "U u . EXISTING I. BOTTOM TO 4' MIN. DEPTH (TYP.) OF 6 5 MINIMUM 12 DIA. TIMBER PILE FOR PUBLIC DRIVE TO 15' DEPTH ACCESSWAY OR REFUSAL PROFILE VIEW SCALE: 1" = 20' Purpose: Simplified Licensing Plan accompanying petition of: Project Description: Datum: Mean Low Water ROSELEE TRUST PROPOSED PIER FLOAT Adjacent Property Owners: 159 DALTON ROAD HARRISON AND NANCY BUCK HOLLISTON, MA 01746 . EEL .RIVER OSTERVILLE 760 Sea View Avenue Osterville, MA 02655 In At 1 BARNS=TABLE MA 713 SEA VIEW AVENUE County State NOMINEE TRUST ROSELEE TRUST 09JAN2002 1855 Willow Rood Applicant Date Hillsborough, CA 94010 1 1 2• Sheet Of °Et►+E T Town of Barnstable °+ Regulatory Services H"NSUBLEMASS. ' Thomas F.Geiler,Director s6gq.. ��� 16)Fg. a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyamus,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is.installed and all final inspections are.performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date QTORM&OWNERPEPUMSIONPOOLS 62012 � tT Town of Barnstable . Regulatory Services BAMSMAZLE, « Thomas F. Geiler,Director Mass. i639• .�� Building Division rED MA't a . Tom Perry,Building Commissioner 200 Main Street,. Hyannis,MA 02601 www.tow. n.ba.rnstable.ma.us Office: 508-862-4038 Fax:.508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 6h/� JOB LOCATION: ? 4 ;SQ ill C�oi_ 1��. a(0r0 l`f f c_Q_ number A street village "HOMEOWNER": nam home phone# work phone# CURRENT MAILING ADDRESS: b,(" — t�� An StaV o de The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or 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 b-e, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildine permit (Section l09.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. ThZ: Z d "homeowner"ce that he/sh derstands the Town of Barnstable Building Department and req ' ern d that he/she will comply with said procedures and 7require Signatur of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. I HOMEOWNER'S EXEMPTION I 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 as 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 he/she 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/certificati on.for use in your community. Q:forms:homeexempt i Information and .Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant-to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or-written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more ..' of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the ' receiver or trustee of an individual,partnership, association or other legal entity, employing*employees.' However the' owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house. or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be•an employer..- . . . MGL.chapter.152, §25C(6)also states that"every state or local Iicensing agency.shall withhold the issuance or renewal of a Iicense or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking-the boxes that apply to your-situation and,if. necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships (LLP)with no-employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a'policy is required. Be advised that this affidavit may be submitted to the Department of Industrial , Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town.that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please,call the Department at the number listed below. Self-insured companies should entertheir self-insurance license number on the appropriate line. City or Town Officials Please be sure'that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current Policy information(if necessary)and under'Job Site Address"the applicant should write"all locations in (city.or. ' town)."A copy of thee-afidavit that has.been officially stamped or marked by the city or town may be provided to the .' applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled ouf each year.Where a home owner or citizen is obtaining a•license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would Ilse to thank you in advance for your cooperation and should you have any questions; please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 0211.1 Tel, #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 4-24-07 www.mass.gov/dia = The Commonwealth of Massachusetts Department of industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A0plitant Information Please Print Legibly Name (Business/Or aniiAfiondndividual): f�, Vtt rio QA2S4_-ej Address: City/State/Zip:.. Phone #: �� Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer.with 4. ❑ I am a general contractor and I employees(full and/or part-tame). * have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑ Remodeling - ship and have no employees These sub-contractors have g, ❑Demolition. working for in any capacity. employees and have workers' comp. insrrranpe,# 9.. ❑ Building addition [No workers comp. insurance p• �] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.JZ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs instance required.]t c. 152; §1(4),and we have no : . employees. [No workers' 13.❑ Other . comp..rnsuranre required.] *Amy 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: •Policy#.or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: .Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as.required under 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 un r pen alh of per* that the information provided above is true and correct Bi store: 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 6. Other Contact Person: w. Phone.#: � r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0/0�- CXS Application #0613 C5 0 �E I Health Division Date Issued "1 Conservation Division Application Feed Planning Dept. c Permit Fee b Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address �Z &&,iew Village e l Owner c °c—i Address Telephone Permit Request - 1 0 e,.-nor 0-v ICA Square feet: 1 st floor: existing� CJ Proposed 3 2nd floor: existin proposed Total new Zoning District Flood Plain Groundwater Overlay /tG Project Valuation CDO Construction Type Lot Size �� vi Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Er-_ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) ?2 5 O Number of Baths: Full: existing_ new _� Half: existing new Number of Bedrooms: existing d new Total Room Count (not including baths): existing 12 new First Floor Room Count Heat Type and Fuel: Alias ❑ Oil ❑ Electric ❑ Other Central Air: VYes ❑ No Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: fi Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use / APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 22 Name C:e 2 \ `ems Telephone Number (% 8l5 Address License # VCl Home Improvement Contractor# Worker's Compensation # jlll�}- ALL CONSTRUCTION DEBRIS RESUL NG FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATURE /3 3 t '? FOR OFFICIAL USE ONLY 'I. APPLICATION# -' 3 DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ' OWNER = - n DATE OF INSPECTION: 4 FOUNDATION FRAME Ile- INSULATION i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL '�• ` GAS: ROUGH FINAL Y` ;r r s FINAL BUILDING :- DATE CLOSED OUT .ASSOCIATION PLAN NO. - - s 4 4. ti p'ae L N BCD 4Ytit , dY ornu � c.o..wm area-BN«}ram fMlVofdl Room Ti O of Weior Vo1ou Orar p.R BpiN Ouv Attic Floor Plan 144 Sea view Ave. Proposed Bruce Daniel and Susan Dacey Renovations and Addition Owners '6f16S919'1 Dryoy[pGltlel.00� Dw.nuw er. 0G1L6 BC4LE.V4'•f-0• D<lC. 1 M,fDD I I e�or�u+o.ae. emaoa, ruerea care x aoeer �Tm CLOWT I I � '� •• an..rg amenw•.00.� `pe ' « f. � oco�to eaw e n o J' J• I ••�'•we.roTe•"n P%'ve.rae•je ~'�we:rwe'r� Gross Floor area-2009 sq. FL SECOND FLOOR I 144 Sea view Ave. Proposed Bruce Daniel and Susan Dacey Renovations and Addition Owners '6I16lSllel Btie+.BnrsOmral.cw OQ.IalN eT. ecA m 6C-s.—..fv' owre: i ie,me •tea„se.,es e .dd• .dd• v.� Od� p' vuuY �'a a 10'LW Ire M �pp�p l$RNIYMeeL M ' 0 6' O Pry Wm T p eeoaoane rN X uv�:ac�+ :i 10 tt q'cg0�g M 7 Co tE d S. w,�n•g M •d d •b•rw.rad•ice• ••�'•ve.re✓•�• . PROPOSED IST FLOOR PLAN 144 Sea View Ave. Proposed Bruce Daniel and Susan Dacey Renovations and Addition Owners '6tY9l9l9� e��OWMcm ownwa ar. K•1L6 BCAIF.W •!d Date. i ie,!on 11W o _J PLAN f• ..n•.,.re am.a,..,.a-n.ua.. �e TYPICAL TREAD PLAN Ia.r 1 RAIL�DETAIL TYP ® 5'-5" & 6'-0" STAIRI s.LD, RAIL & SPINDLE CONNECTION TZA agp � TYPE .,,.M an s Iaa wwxn re a scan C.a .-I o.r.ac svn o ua v+a[ t BI 1B° l.o.Y.ur quo rovv(ny �5a • n'Dno P"s� C'. •.wu ff a■ afM""a(ml 9 � SPINDLE WOOD BASE COVER ELEVATION " ' TYPE C 9�o°'.ra.�` TYPE Q �„&�;• ��„� .om a�aNa. 41 i LANDING PLAN I N.Es. 2 HANDRAIL DETAIL �'•I'-O E D'°0,a":.L wcT m.�...rn - Y m t1 w-+nvam,m..a- COLUMN BASE ON CONCRETE J �C�5 •a•d Ttr.,n �r�Y� _� �� a��n lrvc.) �. 4 i% av1D•.ononia m,°wr a-S W sn.A "'' ]-I.o.:.c.man M rd M anA 1 1 99 5¢e Nov.Y.G.man rm a'_f'W Sxw II—��I_I HANDRAIL CROSS SECTION DETAIL N-*.s. C TYPICAL TREAD SECTION ms. A TYPICAL SPINDLE & TREAD CONNECTION N.Y.s. F COLUMN BASE ON CONCRETE IN.*.s. K . b • " �^� TYPICAL LANDING SECTION I N.Ts.LB, .aooaaa U ooK"aa a.>. oo�,am�.oa aan �D °a p°" TYPICAL LANDING SECTION N*-s- G COLUMN BASE ON WOOD JOIST v sw+xr.ar w.ac.nc.nv>r oxm ma s macm aau.m - »vin-,V• H'1 xY•n nod.ww wsm.w am.a Dan..ol M.e,.m"m a..mm m.I.amv II".nxn..r a Wb Sa.� " r..r ....i....e aD.o 74 ,?,r s'—asS 98042 i � aaa aa.a.xl s<.a,A.m m IwDL...a.wm n<.aw. � .. �� �.�" �..� ..� � 93053 LANDING TO FINSIHED FLOOR CONNECTION1 ms.LM _ ^^^• a our sruuwxn Y-D•a a•-a-Duucrta E g;ON SHOPo BOCK ENGINEERING,I.. "•"a "1pa'""300��� ...... .. NorzD LOS ANGELES LICENSED rABRICATOR N ,90 sfm.ODvxa,OEnaNY s''�"• m R•airo,. _ STYIIw.Y Y4N a EltY4, S DCTMS GENCRI�L NDrzS LOS ANGELES CITY STANDARD PLAN NO. - Roma, Paul From: Bruce Daniel [Bruce@Brucedaniel.com] O. Sent: Wednesday, May 01, 2013 7:16 AM 9 I I To: Roma, Paul; Lauzon,.Jeffrey Subject: t744-S6a.View Ave, Ostervill6" LE L u L L 9 L Attic Cantilever IMG_0618.JPG IMG_0619.3PG IMG_0620.JPG IMG_0621.]PG IMG_0622.]PG IMG_0623.JPG support detai... (55 KB) (56 KB) (70 KB) (52 KB) (59 KB) (55 KB) Gentlemen, Attached, please find a drawing and photos of the engineered solution to the cantilevered balcony on the second floor at 744 Sea View Ave. As you can see from the photos, this work has been completed and Charles Martin, PE, my engineer will have a stamped copy of the plan emailed to me this morning as well as mailing the original.' If this meets with your approval, may we continue to close up walls in this area? Thanks, Bruce Bruce B. Daniel Bennett Development LLC 80 Loring Road Weston, MA 02493 Voice 617-835-3197 Fax 781-642-7234 1 K-Y AREA OP OBf.RLL 1BTID•Lri a,"—gyp9 TD Y! MW BID•TMDtlPD Rea RDIbDiTII ow ow m ow o►• RCOP RAPIER aolaw• AMC ROOK JMT y yp= Attic fkwr C4ftlWver CANTILEVER SUPPORT DETAIL 144 Sea view Ave. Propose4d Brice Daniel and Susan Daceg Renovations and Addition Owners .R7•BSD.fRB, R3,P,.gPP.aDe.m GRAMR B., Dauer B =W CATS.ft.0 W.xvo J1, rd n4,� t � .�, -1. �•� `±i;,�.. _ r+t F �f i T� 41 41 �- y.a i f ✓ I � �Rf s. +Y J �y •{� Y 1 y q a�Y•' t ,Mr 6. <w. �^ r 47 , X7 ip Y' TY - ti � . x i r r `:��' ����J' y, e�M�,i`r�P+fir�R. ►y� a� � � - ... .: , �1 ^ RY! I INV V etON Orr r r S t r o ,T i + 34'yet t, 3kt3�k + 1`i $II 1Pt'�� pt+.^r' r i6 •ts' • �' 4- � � a�``i�' � � y:.'rq! ��}. x t,�k, •�t�j�,�,;lvy� ��y�-`Jy"����J,y+,�g`1tj ° . 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'� .X, a.�"R+: „F1"L'� .fl •t-.kCe . r�i � "' � ,� . �yy f z i -' .Y � f��ya,(�St Yt�•S rM � 1 � y,�+ � i r� �e_ f 'i f11 � q lS*�,} �i.' #1- .. .titffS q•w}.TwyU. M'] Y...T.`r �^�5' 'Q i�� i"nlati � �t.+11��� ,F r. f.h ,Ml+a'`�',6...2'$"Y'may;. __" • gir F�r A 'YS r '! r - 3 1 ♦ rY Y J- A d s. j.: ' M� r 1 G ii f { ems, o• 0 ^gin - t _ �. ""' .y.J'�[:•, `.1�14� oak THE FOLLOWING I IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) mA�C LI DATA J,4,,TSs T5-- 2197;ziUc nsave ions IsiI.-lec: ZLO.EH we �P_ EARTHSTONE OVENS PRE-ASSEMBLED INSTALLATION INSTRUCTIONS...U.L. LISTED 8 I RESIDENTIAL DIRECT VENTING FOR ORDERING PARTS MENTIONED ON THIS PAGE CONTACT EARTHSTONE 800-840-4915 OR YOUR SUPPLIER. MODELS 60 & 90 & 110 USE 6 INCH INSIDE DIAMETER GREASE DUCT/BUILDING HEATING APPLIANCE CHIMNEY CHIMNEY ROUND TOP-OR EXHAUST FAN FOR GAS FIRED OVENS CHIMNEY9 FOR RESIDENTIAL-TYPE LOW-HEAT (EXHAUSTO MODEL GSV-009). APPLIANCE9 SHOULD EXTEND AT LEAST 3-FT STORM COLLAR A90VE THE HIDHE9T POIM WHERE THEY PA33 THROUGHTHE ROOF OF A 8UILDINOAND AT \ LEA ST2FT.HI G HFR THAN ANY PORTIONOFA FLASHING BUINDING WITHIN 1 D FT OF THE CHIMNEY. ROOF BRACE KIT IF REQUI RED EXISTING ROOF IF A CEILING OR WALL DOES NOT SELKI R K M ETA LBESTOS I PS-C I HAVE A FIRE RESISTANCE RATING OR METALFAE MODELIPIC-1 AND IS PENETRATED BY A MODEL UL LISTED GREASE PS GREASE DUCT INSTALLED AT THE DUCT/BUILOI NOHEATINO CORREICT MINIMUM CLEARANCE FOR APPLIANCE CHIMNEY UNENCLOSED DUCT, THEN AN ENCLOSURE MAY NOT BE REO UIRED 3'MIN.CLEARANCE AID UN0 THE DUCT SHAFT.CHASES MUST BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS.RE F ERTO LOCAL J URS D ICTID N AUTHORITIES. EXISTING CEILING FLUE T7 PRIMARY HOOD VIA ADAPTER SLEEVE. 3 MIN CLEARANCEM COMBUSTIBLES i REQUIRED FORSELI4RK BO' METALBESMS � ��- MODELIPSCI 1 V•Af FIGURE 18 GREASE DUCT HEATING APPLIANCE CHIMNEY ATTACHED TO PRIMARY HOOD THIS DIAGRAM GENERALLY DEPICTS THE INSTALLATION REQUIREDTO MAINTAIN THE U.L. LISTING OFTIE OVEN FOR THIS TYPE OF VENTING APPLICATION FOR SPECIFIC INSTALLATION REQUIREMENTS REFER TO SELKIRK METALBESTOS MODEL IPS GREASE DUCT INSTALLATION 8. MODEL PS AND IPS GREASE DUCT COMPLIES WITH NFPA, SBCCI,:ICBOAND BOCA WHEN PROPERLY INSTALLED PER ITS INSTALLATION INSTRUCTIONS. CONTACT LOCALAUTHORTY HAVING JURISD ICTION REGARDING FIRE RATED DUCTSHAFT. NOTE: OTHER U.L. LISTED SYSTEMS MAYBE SUBSTITUTED FOR THE METALBESTOS SYSTEM DEPICTED INTHS DIAGRAM. TO MAINTAIN THE U.L. LISTING OF THE OVEN THE SYSTEM MUST BEAU.L LISTED GREASE DUCTWHICH IS ALSO A U.L. LISTED BUILDING HEATING APPLIANCE CHIMNEY INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS GREASE DUCT INSTALLATION INSTRUCTIONS. L COASTAL INSULATION INSULATION CERTIFICATE This form must be filled out and posted to comply with building code requirements. Meets IRC Sections N1101.3, N1101.41, and N1101.8 requirements. The following spray polyurethane foam product(s) has/have been installed. Bayer/Bayseal Open-Cell Spray Foam Insulation ***Bayer/Bayseal Closed-Cell Spray Foam Insulation Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R314 Foam Plastics for specific requirements. The spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness"k* Roofline R- 38 At 6 inches Sloped Ceilings R- At inches Walls Exterior R- At inches Walls Exterior closed cell R- 3.5 At 21 inches Exterior Overhang R- At inches Basement Walls R- At inches **Nominal thicknesses are representative of field,spray-applied foam material Jobsite Address:744 Seaview Ave, Osterville Date of Installation:4/25/2013 Building Contractor: Bruce Daniel Insulation Contractor: Coastal Insulation Phone: 781-708-3626 Installed by: Mark Costa INSULATION CERTIFICATE -DO NOT REMOVE -Please Post Near Electrical Panel- M O B S AJ U&M JATZA03 - a199M .alnem91iupsi 9bo:) L)nibliijd rd#iw ylgmoo of bslaoq b,ls luo bslfil od laum mint aidT .afiiemeliupJ1 8.tOtM bns ,rb,.rOtM ,C.WPrU anoifo98 ORI .b�flei2ni rt���d 9vfi�'�afiri (�)3:3tsbo•rcllrtr;C�t sncrrjstiu'�ior{ °,!F:7clz �niv�olfot ��rl'l' noilsivar!I rr so3 Vwg8 il93-n9gO 1s3,,,vs8\7sysd noilsivani msol vslg31i50-b9aolO (')341.) Af)') InijmAing lsmimr olfil brit �i12sly-c�� -totgstlJ �sbo� artibfi,c�1 fsnccissr:►>>r.f t[u�rr�7 a)cn9�a�t2 rtoit,itr2rTi rrtrot srtsrfit)-m{loq 'fir q2 todfT .P.frYomvtiup5t -tr;t tia;ja;q rrrsrl 11-< <%I r of�iv�1•tq of �nil3Uiu�� �rriz2�aca-ccf z'73�ur1ar�c�nrrtt rl�i�Jr �lanrb7oaar� ri 1.,;,I1G3�ri cia�i�I a�rsrf�.zt�cl _ **azsnA3tdT suisV;9 bspA _ beisluanl sgiA I aerlort�i --_ - 8 fA _ 8e _ _ _ ---__—.-_ ..�_. - - -- --- --9nil�'oGr�i [ �asd3ni �_ T` Pniii3O b3goI8 a9rtoni - _ JA - -19 1 -- _ _ _ _ _ 'toilsfx3 allsW 1 a9ri3ni f S to �.E -q _ - - - -- _ -- is3 k�s2oi3� 70;�3fi;c� allsW - ---a9rl3ni_ lA�------ � gnsriluv0 ioii9tc3 ----agrfoni - JA __ -,q allsW 1n9m9as8� E rOS\8SVl:t'loitslisfanl to olsCl 9llkneta'O ,evA weivs9?, Pt�i:a?elbbA 9liedoU Isin,30 souiEi :lolosltnoD gnibliu8 8Sa8-80r-f F :9nod9 noitsluanl IslasoO :iotosi+noD noilshiani sl.�oO Aic-M_:vd b9ils lanf 3VOM3P TOM OU- 3TA01911*933 MOITAJU31411 -[�nc:�l ILai c1a913 c39 'f 1?.oq toi, �1- I t: ICC EVALUATION SERVICE Most WidelyITrusted ICC-ES Evaluation Report ESR-2072* Reissued September 1, 2011 This report is subject to renewal September 1, 2013. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION 3.1 BaysealTM Closed Cell Foam Plastic Insulation: Section:07 21 00—Thermal Insulation Section:07 25 00—Water-Resistive BarrierslWeather BaysealTm Polar Closed Cell spray-applied polyurethane Barriers foam insulation comprises a series of products designated: BaysealT^' CC; Bayseal'rm CC Polar; REPORT HOLDER: BaysealTM CC X;and BaysealTm CC XP. BaysealTM Closed Cell spray polyurethane foam insulation is medium-density BAYER MATERIALSCIENCE, LLC polyurethane foam plastic intended to be installed as a 2400 SPRING STUEBNER ROAD component of floor/ceiling and wall assemblies. The SPRING,TEXAS 77389 material is a two-component, closed cell, one-to-one-by- (800)226-3626 volume spray foam insulation with a nominal density of www.spf.bayermateriaiscience.com 1.9 pcf (36 kg/m3). The insulation is produced in the field by combining a polymeric isocyanate(A component)with a EVALUATION SUBJECT: polymeric resin blend (B component). The insulation liquid components have a shelf life of six months,are supplied in BAYSEALTM CLOSED CELL SPRAY-APPLIED nominally 55-gallon (208 L) drums and must be stored at POLYURETHANE FOAM INSULATION temperatures between 70OF (21°C) and 80OF (27°C) a minimum of 48 hours prior to use. 1.0 EVALUATION SCOPE 3.2 Surface-burning Characteristics: Compliance with the following codes: The insulation at a maximum thickness of 4 inches ■ 2012 and 2009 International Building Code®(IBC) (102 mm) and a nominal density of 1.9 pcf(30 kg/m3) has ■ 2012 and 2009 International Residential Code®(IRC) a flame-spread index of 25 or less and a smoke-developed index of 450 or less when tested in accordance with ASTM ■ 2012 and 2009 International Energy Conservation Code®(IECC) E84. Thicknesses of up to 8 inches (203 mm) for wall cavities and 12 inches (305 mm) for ceiling cavities are ■ Other Codes(see Section 8) recognized based on room corner fire testing in Properties evaluated: accordance with NFPA 286,when covered with a minimum ■ Surface-burning characteristics /2-inch-thick (13 mm) gypsum board or an equivalent thermal barrier complying with,and installed in accordance ■ Physical properties with,the applicable code. ■ Thermal resistance 3.3 Thermal Resistance(R-values): ■ Attic and crawl space installation The insulation has thermal resistance (R-value)at a mean ■ Air permeability temperature of 750F(24°C)as shown in Table 1. ■ Vapor permeance 3.4 Vapor Permeance: ■ Water-resistive barrier The foam plastic has a vapor permeance of less than ■ Exterior walls in Types I through IV construction 1 perm (5.7x10-" kg/Pa-s-m )when applied at a minimum 2.0 USES thickness of 1 inch (25.4 mm) and may be used where a Class II vapor retarder is required by the applicable code. BaysealTm Closed Cell spray foam insulation is used as thermal insulating materials in Type I, II, III, IV and V 3.5 Air Permeability: construction under the IBC and dwellings under the IRC. BaysealTM Closed Cell spray foam insulation is air- See Section 4.6 for use in Type I, II, III and IV construction. impermeable in accordance with Section R806.4 of the The insulation is for use in wall cavities,floor assemblies or IRC, at a minimum thickness of 3/4-inches (19.1 mm), ceiling assemblies, or attics and crawl spaces when based on testing in accordance with ASTM E283. installed in accordance with Section 4.0. When installed in 3.6 BaysealTm IC Intumescent Coating: accordance with Section 4.5, the insulation may be used as an alternative to water—resistive barriers required in IBC BaysealTM IC intumescent coating is a one-component, Section 1404.2 and IRC Section R703.2. water-based polymer coating. BaysealTM IC intumescent *Revised June 2012 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as :gip to any finding or other matter in this report,or as to any product covered by the report. Fill. on-= Copyright©2012 Page 1 of 5 S ESR-2072 I Most Widely Accepted and Trusted Page 2 of 5 coating is supplied in 5-gallon (19 L) pails and 55-gallon 4.3.2 Application without a Prescriptive Thermal (208 L)drums and has a shelf life of one year when stored Barrier: in a factory-sealed container at temperatures of 50°F 4.3.2.1 Application with Flame Seale TB Intumescent (10°C)or above. Coating:The prescribed 15-minute thermal barrier may be 3.7 Flame Seale TB Intumescent Coating: omitted when installation is in accordance with this section. ® The BaysealTM Closed Cell insulation and Flame Seale TB Flame Seal TB, manufactured by Flame Seal Products system may be used in lieu of the prescribed 15-minute Inc., is a two-component, four-to-one-by-volume, liquid- thermal barrier. The foam plastic insulation thickness must applied, water-based polymer intumescent coating. The not exceed 6 inches (152 mm) in walls and ceilings, and coating is supplied in 5-gallon (19 L) pails and 55-gallon the insulation must be covered with 18 dry mils (0.46 mm) (208 L) drums and has a shelf life of six months when of Flame Seal® TB intumescent coating applied at a stored in a factory-sealed container at temperatures minimum rate of 1.6 gallons (6 L) per 100 square feet between 40°F and 90°F(4°C and 320C). (9.3 m2). The substrate must be dry, clean and free of dirt 3.8 TPRZ Fireshell®BMS-TC Intumescent Coating: and loose debris or other substances that could interfere with the adhesion of the coating. Flame Seal TB may be TPRZ Fireshell® BMS-TC intumescent coating, applied by airless sprayer at ambient temperatures manufactured by TPRZ Corporation, is a one-component, between 50°F and 115°F (10°C and 46°C) and relative water-based polymer coating. The coating is supplied in humidity of less than 70 percent. 5-gallon (19 L) pails and 55-gallon (208 L)drums and has 4.3.2.2 Application with TPRZ Fireshell® BMS-TC a shelf life of one year when stored in factory-sealed Intumescent Coating: The prescribed 15-minute thermal containers at temperatures of 50°F(10°C)and above. barrier may be omitted when installation is in accordance 3.9 Paint to Protect®DC-315 Intumescent Coating: with this section.The BaysealTM Closed Cell insulation and Paint to Protect® DC-315 intumescent coating, TPRZ Fireshell® BMS-TC intumescent coating may be used in lieu of the prescribed 15-minute thermal barrier. manufactured by International Fireproof Technology, Inc., The foam plastic insulation thickness must not exceed 71/4 is a one-component, water-based coating. The coating is inches (184 mm) in walls and 91/4 inches (235 mm) in supplied in 5-gallon (19 L) pails and 55-gallon (208 L) ceilings, and the insulation must be covered with 14 dry drums and has a shelf life of two years when stored in mils (0.36 mm)[26 wet mils(0.66 mm)], at a minimum rate factory-sealed containers at temperatures between 50°F of 1.18 gallons (4.47 L)per 100 square feet(9.3 M2)]. The (10°C)and 80°F(27°C). substrate must be dry, clean and free of dirt and loose 4.0 INSTALLATION debris or other substances that could interfere with the adhesion of the coating. TPRZ Fireshell® BMS-TC 4.1 General: intumescent coating may be applied by airless sprayer, BaysealTM Closed Cell spray foam insulation must be conventional spray, medium knap roller or brush at installed in accordance with the manufacturer's published ambient temperatures between 62°F and 95°F (16°C and installation instructions and this report. A copy of the 35°C)and relative humidity of less than 70 percent. manufacturer's published installation instructions must be 4.3.2.3 Application with Paint to Protect® DC-315 available at all times on the jobsite during installation. Intumescent Coating: The prescribed 15-minute thermal 4.2 Application: barrier may be omitted when installation is in accordance with this section.The BaysealTm Closed Cell insulation and The insulation is spray-applied on the jobsite using Paint to Protect®DC-315 intumescent coating system may volumetric positive displacement pumps as identified in the be used in lieu of the prescribed 15-minute thermal barrier. Bayer MaterialScience application instructions. The The foam plastic insulation thickness must not exceed 71/4 maximum service temperature must not exceed that inches(184 mm)in walls and in ceilings and the insulation specified in the manufacturer's published installation must be covered with 12 dry mils [18 wet mils (0.45 mm)], instructions.The foam plastic must not be used in electrical at a minimum rate of 1.12 gallons (4.23 L) per 100 square outlet or junction boxes or in contact with water. The foam feet(9.3 M2). The substrate must be dry, clean and free of plastic must not be sprayed onto a substrate that is wet, or dirt and loose debris or other substances that could covered with frost or ice,loose scales, rust,oil,or grease. interfere with the adhesion of the coating. Paint to Protect® The insulation may be applied at a maximum thickness DC-315 intumescent coating may be applied by airless of 2 inches (51 mm) per pass up to the maximum total sprayer at ambient temperatures between 50°F and 105°F thickness as specified in Sections 3.2, 4.3 and 4.4. (10°C and 41°C) and relative humidity of less than 80 Additional passes may be applied after ten minutes or percent. more of curing time. 4.3.2.4 Use as Interior Finish: The BaysealTM Closed 4.3 Thermal Barrier: Cell spray-applied polyurethane foam insulation and intumescent coating systems, as described in Section 4.3.1 Application with a Prescriptive Thermal Barrier: 4.3.2.1,4.3.2.2 or 4.3.2.3 may be used as an interior finish BaysealTM Closed Cell spray foam insulation must be in all construction types under the IBC and dwellings under separated from the interior of the building by an approved the IRC. thermal barrier of 1/2-inch-thick (12.7 mm) gypsum 4.4 Attics and Crawl Spaces: wallboard or an equivalent 15-minute thermal barrier complying with, and installed in accordance with, IBC 4.4.1 Application with a Prescriptive Ignition Barrier: Section 2603.4 or IRC Section R316.4, as applicable. When BaysealTm Closed Cell insulation is installed within Thicknesses of up to 8 inches (203 mm)for wall cavities attics or crawl spaces where entry is made only for service and 12 inches (305 mm) for ceiling cavities are of utilities, an ignition barrier must be installed in recognized, based on room corner fire testing in accordance with IBC Section 2603.4.1.6 or IRC Sections accordance with NFPA 286. R316.5.3 and R316.5.4, as applicable. The ignition barrier ESR-2072 I Most Widely Accepted and Trusted Page 3 of 5 must be consistent with the requirements for the type of 4.4.3 Attic Floors: construction required by the applicable code, and must be 4.4.3.1 Use on Attic Floors with Bayseal'rm IC installed in a manner so the foam plastic insulation is not Intumescent Coating: BaysealTM Closed Cell insulation exposed. The insulation as described in this section may may be installed at a maximum thickness of 8 inches(203 be installed in unvented attics in accordance with 2012 IRC mm) between•and over the joists in attic floors. All foam Section R806.5 or the 2009 IRC Section R806.4. plastic surfaces must be covered with 4 dry mils (0.1 mm) 4.4.2 Application without a Prescriptive Ignition of BaysealTm IC intumescent coating uniformly applied at a Barrier: rate of 0.5 gallons (1.9 L) per100 square feet (9.3 m2). 4.4.2.1 General: Where Bayseal'rm Closed Cell BaysealTM IC intumescent coating may be applied by insulation is installed without a prescriptive ignition barrier brush, roller or airless sprayer at ambient temperatures as described in Section 4.4.2.2, 4.4.2.3, 4.4.3.1 or 4.4.3.2, between 50OF and 115OF (10°C and 46°C) and relative in attics and crawl spaces,the following conditions apply: humidity of less than 75 percent. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and any ■ Entry to the attic or crawl space is only to service utilities other substances that could interfere with adhesion of the and no storage is permitted. coating.The insulation must be separated from the interior ■ There are no interconnected attic or crawl space areas. of the building (beneath the attic) by an approved thermal ■ Air in the attic or crawl space is not circulated to other barrier.The ignition barrier in accordance with IBC Section parts of the building. 2603.4 and IRC Section R316.5.3 may be omitted. ■ Under-floor (crawl space) ventilation is provided when 4.4.3.2 Use of BaysealTM CC X and BaysealTM CC XP required by IBC Section 1203.3 or IRC Section R408.1, Closed Cell Insulation on Attic Floors without as applicable. Intumescent Coating: BaysealTM CC X or BaysealTM CC ■ Attic ventilation is provided when required by IBC XP Closed Cell insulation may be installed exposed at a maximum thickness of 7 /4 inches (184 mm) between and Section 1203.2 or IRC Section R806, except when over joists in attic floors without a code-prescribed ignition air-impermeable insulation is permitted in unvented barrier or intumescent coating. The insulation must be attics in accordance with 2012 Section R806.5 or 2009 separated from the interior of the building by an approved IRC Section R806.4. thermal barrier.The ignition barrier in accordance with IBC ■ Combustion air must be provided in accordance with Section 2603.4.1.6 and IRC Section R316.5.3 may be Section 701 of the 2009 International Mechanical Code® omitted. (IMC). 4.5 Water-resistive Barrier: 4.4.2.2 Use with BaysealTM IC intumescent Coating: BaysealTM Closed Cell spray-applied polyurethane foam Bayseal Closed Cell insulation may be spray-applied to the underside of roof sheathing and/or rafters, and the insulation may be used as the water-resistive barrier underside of wood floors and/or floor joists in crawl spaces prescribed in IBC Section 1404.2 and IRC Section R703.2, as described in this section. The thickness of the foam when installed on exterior walls as described in this plastic applied to the underside of the wood floor or roof section. The insulation must be spray-applied to the sheathing must not exceed 12 inches (305 mm). The exterior side of the sheathing, masonry or other suitable thickness of the spray foam insulation applied to vertical exterior wall substrates to form a continuous layer of 1 inch wall surfaces in attics and crawl spaces must not exceed 8 (25.4 mm) minimum thickness. All construction joints and inches (203 mm). All foam plastic surfaces must be penetrations are to be completely sealed with BaysealTm covered with 4 dry mils (0.1 mm) of BaysealTM IC Closed Cell insulation. Optionally, self-adhering flexible intumescent coating, applied at a rate of 0.5 gallon (1.9 L) flashing materials complying with ICC-ES Acceptance per 100 square feet (9.3 m2). BaysealTM IC intumescent Criteria for Flexible Flashing (AC148), dated February I coating may be applied by brush, roller or airless sprayer 2011, may be installed around penetrations and openings at ambient temperatures between 50OF and 1150F (10°C prior to application of the BaysealTm Closed Cell spray- and 46°C) and relative humidity of less than 75 percent. applied insulation. Surfaces to be coated must be dry, clean, and free of dirt, 4.6 Exterior Walls in Types I, ll, III and IV loose debris and any other substances that could interfere Construction: with adhesion of the coating. BaysealTM Closed Cell insulation, as described in this section, may be installed in When used on walls of Type I, II, III and IV construction, unvented attics in accordance with IRC Section R806.4. the assembly in which the BaysealTM Closed Cell spray- applied polyurethane insulation is used must comply with 4.4.2.3 Application of BaysealTM CC X and BaysealTM Section 2603.5 of the IBC and must be installed at a CC XP Closed Cell Insulation without Intumescent maximum thickness of 3.25 inches (82.6 mm) in Coating: BaysealTM' CC X or BaysealTM CC XP Closed accordance with the manufacturer's published installation Cell insulation may be spray-applied to the underside of instructions and this report. The potential heat of the roof sheathing and/or rafters and the underside of wood BaysealM Closed Cell spray-applied polyurethane floors and/or floor joists in crawl spaces as described in insulation is 1838 Btu/ftz(20.9 MJ/m')per inch of thickness this section. The thickness of the foam plastic applied to when tested in accordance with NFPA 259. Wall the underside of the wood floor or roof sheathing must not assemblies complying with this section must be as exceed 11 /4 inches(286 mm). described in Table 2. The thickness of the foam plastic insulation applied to 5.0 CONDITIONS OF USE vertical surfaces in attics and crawl spaces must not exceed 71/4 inches (184 mm). BaysealTM CC X or The BaysealTM Closed Cell spray-applied foam plastic BaysealTM CC XP Closed Cell insulation, as described in insulations described in this report comply with, or are this section, may be installed in unvented attics in suitable alternatives to what is specified in, those codes accordance with 2012 IRC Section R806.5 or 2009 IRC listed in Section 1.0 of this report, subject to the following Section R806.4. conditions: ESR-2072 I Most Widely Accepted and Trusted Page 4 of 5 5.1 The products must be installed in accordance with the telephone number; the product name (BaysealTm CC, manufacturer's published installation instructions, this BaysealTM" CC Polar, BaysealTM" CC X.or BaysealM CC evaluation report and the applicable code. The XP); mixing instructions;the density; the flame-spread and instructions within this report govern if there are any smoke-development indices; the evaluation report number conflicts between the manufacturers' published (ESR-2072); and the name of the inspection agency installation instructions and this report. (UL LLC). 5.2 The insulation must be separated from the interior of Intumescent coatings are identified with the the building by an approved 15-minute thermal manufacturer's name and address, the product name and barrier, except when installation is as described in use instructions. Sections 4.3.2 and 4.4. 8.0 OTHER CODES 5.3 The insulation must not exceed the thicknesses noted In addition to the codes referenced in Section 1.0, the in Sections 3.2,4.3 and 4.4 of this report. products described in this report were evaluated for 5.4 The insulation must be protected from prolonged compliance with the requirements of the following codes: exposure to weather during application. ■ 2006 International Building Code®(2006 IBC) 5.5 The insulation must be applied by contractors certified by Bayer MaterialScience, LLC. ■ 2006 International Residential Code®(2006 IRC) 5.6 When use is on buildings of Types I, II, III and IV ■ 2006 International Energy Conservation Code® (2006 construction, construction must be as described in IECC) Section 4.6 and Table 2. ■ 2003 International Building Code (2003 IBC) 5.7 Use of the insulation in areas where the probability of ■ 2003 International Residential Code®(2003 IRC) termite infestation is "very heavy" must be in accordance with IRC Section R318.4 or IBC Section ■ 2003 International Energy Conservation Code® (2003 2603.8,as applicable. IECC) 5.8 Jobsite certification and labeling of the insulation must The products comply with the above-mentioned codes as comply with IRC Sections N1101.4 and N1101.4.1 described in Sections 2.0 through 7.0 of this report, with and IECC Sections 303.1.1 and 303.1.2, as the revisions noted below: applicable. ■ Application with a Prescriptive Thermal Barrier: See 5.9 Use of the insulations in fire-resistance-rated Section 4.3.1, except the approved thermal barrier must construction is outside the scope of this report. be installed in accordance with Section R314.4 of the 5.10 BaysealTM Closed Cell spray-applied foam insulations 2006 IRC or Section R314.1.2 of the 2003 IRC, as are produced by Bayer MaterialScience, LLC, in applicable. Phoenix, Arizona, and Spring, Texas, under a quality ■ Application with a Prescriptive Ignition Barrier: See control program with inspections by UL LLC(AA-668): Section 4.4.1 except attics must be vented in 6.0 EVIDENCE SUBMITTED accordance with Section 1203.2 of the 2006 and 2003 6.1 Data in accordance with the ICC-ES Acceptance IBC or Section R806 of the 2003 IRC, and crawl space Criteria for Spray-applied Foam Plastic Insulation ventilation must be in accordance with IBC Section (AC377), dated June 2012, including reports of tests 1203.3 of the 2006 and 2003 IBC or IRC Section R408, in accordance with Appendix X. as applicable. Additionally, an ignition barrier must be installed in accordance with Sections R314.5.3 or 6.2 Reports of room corner tests in accordance with R314.5.4 of the 2006 IRC or Section R314.2.3 of the NFPA 286 and UL 1715. 2003 IRC,as applicable. 6.3 Report of potential heat of foam plastics tests in ■ Application without a Prescriptive Ignition Barrier: accordance with NFPA 259. See Section 4.3.2, except attics must be vented in 6.4 Report of air leakage tests in accordance with ASTM accordance with Section.1203.2 of the 2006 and 2003 E283. IBC or Section R806 of the 2003 IRC, and crawl space ventilation must be in accordance with IBC Section 6.5 Data in accordance with the ICC-ES Acceptance 1203.3 of the 2006 and 2003 IBC or IRC Section R408, Criteria for Foam Plastic Sheathing Panels Used as as applicable. Water-resistive Barriers (AC71), dated February 2003 (editorially revised March 2011). ■ Protection against Termites: See Section 5.7, except 6.6 Report of water vapor transmission testing in use of the insulation in areas where the probability of accordance with ASTM E96. termite infestation is "very heavy" must be in accordance with Section R320.5 of the 2006 IRC or 6.7 Report of fire propagation characteristics testing in Section R320.4 of the 2003 IRC. accordance with NFPA 285. ■ Jobsite Certification and Labeling: See Section 5.9, 6.8 An engineering analysis supporting the report of except jobsite certification and labeling must comply testing in accordance with NFPA 285. with Sections 102.1.1 and 102.1.1.1, as applicable, of 7.0 IDENTIFICATION the 2006 IECC. Components for BaysealM Closed Cell spray-applied foam plastic insulations are identified with the manufacturer's name (Bayer MaterialScience, LLC), address and ESR-2072 I Most Widely Accepted and Trusted Page 5 of 5 TABLE 1—THERMAL RESISTANCE(R-VALUES)' THICKNESS(inches) R-VALUE(°F.ft2.h/Btu) 1 6.9 2 14 3 21 i 3.5 24 4 28 5 34 5.5 38 6 41 7 48 7.5 52 8 55 9 62 10 69 11 76 12 83 For SI: 1 inch=25.5 mm;1°F.ft2.h/Btu=0.176 110°K.m2/W. 'R-values are calculated based on tested K values at 1 and 3.5-inch thicknesses. TABLE 2—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS Base Wall System— 1—Concrete wall Use either 1,2 or 3 2—Concrete masonry wall 3—1 layer%-inch-thick Type X gpsum wallboard complying with ASTM C36 or C1396 on the interior,installed over minimum 3/8-inch-deep,No.20 gage,C-shaped steel studs,spaced a maximum of 24 inches on center with lateral bracing every 4 feet vertically.Gypsum wallboard must be attached with No.6,1'/4-inch-long self-tapping screws located 8 inches on center along the perimeter and in the field of wallboard.Gypsum wallboard joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216 Floorline Firestopping 4 pcf mineral wool(e.g.,Thermafiber)in each stud cavity at each floorline,attached with Z-clips Cavity Insulation—Use either 1,2 or 3 1—None 2—Fiberglass batt insulation(faced or unfaced) 3—Bayseal closed cell or open cell insulation Exterior Sheathing—Use either 1 or 2 1—'/2-inch-thick,exterior-type gypsum sheathing 2—%-inch-thick,exterior-type gypsum sheathing Exterior Insulation BaysealTm closed cell SPF,up to a maximum nominal thickness of 3 inches Exterior Wall Covering— 1—Brick-standard nominally 4-inch-thick clay brick;brick veneer anchors—standard types Use either 1,2 or 3 installed a maximum of 24 inches OC vertically on each stud —Maximum 2-inch air gap between exterior insulation and brick 2—Stucco-minimum /4-inch-thick,exterior cement plaster and lath.A secondary water- resistive barrier may be installed between the exterior insulation and the lath.The secondary water-resistive barrier must not be full-coverage asphalt or butyl-based self-adhered membranes 3—Minimum 2-inch-thick limestone.Any standard non-open-jointed installation technique such as ship-lap,etc.,may be used For SI:1 inch=25.4 mm;1 pcf=16.018 kg/m'. TOWN OF BAR! STA 3LE BUILDING PERMIT PARCEL ID 114 012 002 GEOBASE ID 42949 ADDRESS 744 SEA VIEW AVENUE PHONE OSTERVILLE ZIP - LOT 266 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT' 66564 DESCRIPTION 4' X 60' PIER PERMIT 'TYPE BMISC `'• TITLE MISCELANEOUS PERMIT . CONTRACTORS: T.J. GRIFFIN + SON REMODELING Department of Health, Safety ,ARCHITECTS and Environmental Services . TOTAL -FEES: ' $96.50 BOND 1 $.00 Ox CONSTRUCTION COSTS $15,000.00 4y�' 329 STRUCTURE OTHER THAN -BLDG- 1 PRIVATE P I - * BARNSTABMMAM 16.39. • • BUILD,IIY,G ISIO�N.—�--,.. BY / DATE ISSUED 04/23/2002 EXPIRATION DATE TOWN OF BARNSTABLE ' BUILDING PERMIT = ~ PARCEL -ID 1S4 .0*12 002 GEOBASE ID 42949 ADDRESS 744 SEA VIEW AVENUE PHONE OSTERVILLE ZIP LOT 266 BLOCK LOT. SIZE DEVELOPMENT DISTRICT CO , yy PERMIT\ 60584 DESCRIPTION 4' X 60" PIER . it PERMIT 2YPE BMISC TITLE MISCELA.NEOUS;PERMIT � CONTRACTO S: T.J. GRIFFIN + SON REMODELING Department of Health, Safety A RCHITECT\ s and Environmental Services TOTAL FEES: ' $96.50 �TNE BOND $.00 , CONSTRUCTION COSTS $15,000.00 I` 329 STRUCTURE OTHER THAN BLDG 1 PRIVATE P 0 HARN3TABI.E; f MAS& } 039. BUILD N D IS BY DATE ISSUED 04/23/2002 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL ii WORK SHALL NOT�PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR ,,,PROCEED UNTIL STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY . VARIOUS STAGES O'F.CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. `! B Ul LUII *AG PERMIT ,, Assessor's office(1st FIo S 0 _ (900,006,063 • Assessor's map and lot nu bm er -=•_�,- y _ oS T"it>o Conservation(4th Floor)- INS L L 0 �������� � Board of Health(3rd floor): - WITH TITLE 5 I DAD17r�DGc rasa Sewage Permit number ENVIRONME�' TAL CODE oo i639. � Engineering Department(3rd floor): Y® /� )�EGULATI® ��® House number Definitive Plan Approved by Planning So ard _ oZ 19 /*/11�0 v S. Z N � �' R-e, 4j,i e� APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only to TOWN OF BARNSTABLE BUILDING ; INSPECTOR A ; APPLICATION FOR PERMIT TO tbai'p h ew h0 ft, TYPE OF CONSTRUCTION Ca 0Dd Frame 4 } fU�l2 2.0 19 q4 f TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location CL-o f 14e ) 3ca,(Vel d Av8, . 0-e, !WILL F— Proposed Use Ar S 1 IBC A)fi A L Wl - Zoning District -! Fire District !l of A-- Name of Owner Rose lee rl"Its f L)4 A bl14) 6%4ddress 1040 (T*tlo (1 V 65S 0601 Name of Builder :SAM1 Address 9444E Name of Architect E A/ZDAII Address _�i1.141 A) SL_ Number of Rooms Foundation eeu d Cmyutt-, Exterior so�P Roofing Wand m r Xh A f Floors U)I)ad R"carA?.t Interior 0/C/,S fetr Heating �rRS ,�'��� air Plumbing Fireplace Approximate Cost#300 D 0 Area iagram of Lot to Byifding with Dimensions -f Fee O 777 J 6 ,y Y ire, i S 1 My S Zz Y L io0 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 Si ipervisor's License ROSELEE TRUST (MADLYN FAFARD) - f N8 Permit For new home i Location SEAVIEW AVENUE OSTERVILLE Owner ROSELEE TRUST (MADLYN FAFARD) Type of Construction - Plot Lot Permit Granted- JULY 11, 19 94 ,. Date of Inspection: w i `Frame J'2 19 -, Insulation 19 - ` Fireplace 19 f- Date Completed 3 19 g t:J I ' t ��»'��'.A�aa�y-�-a'+�tif�.fr'j"'"�"y$'77`i.�', "�FJt=Er`XY't'7'1:.+d+G�Yd�i�iC'"--A,.st.L:�.is'�"5k`%�'�h�'��Prs'^iir+--+dt^s.rn.:+�,..,Yv�+wam•7v..wr".�;^..rMw.wo,�.wvv..>-^ti 'v,.`"'"�`. 0*7Y[>, TOWN OF BARN STABLEPermit No. BUILDING DEPARTMENT Cash TOWN OFFICE BUILDING 7 M� .67 V• HYANNIS.MASS.02601 Bond X............. CERTIFICATE OF USE AND OCCUPANCY 4.. ►ssued to Madlyn Fafard (Roselee Trust) Address 744 Seaview Avenue Osterville, MA 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. ... . .May... . .. . .. .... .. .. 19..9............. ........1. f.... .......... Building Inspector v.-.w+ �„ (, ... i' w .¢::yi:•,a_•.:..ti-i �,"'.;'1::tav;p%'-:+''i.: , :+i..'<<. �. . -..s ...nn�.r„t ... . ,. .,�_ .. =.v _ _r TOWN OF BARNSTABLE Permit No. . BUILDING DEPARTMENT I """. I TOWN OFFICE BUILDING I f CCa 1 :............ env C - '�o�,rr• HYANNIS.MASS.02601 Bond ............. 1� CERTIFICATE OF USE AND OCCUPANCY Issued to Madlyn Fafard (Roselee Trust) Address 744 Seaview Avenue Osterville, MA USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VAL°ID, 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. t / May .. .. . ... .. . .... . 19..95.........:. �r�cs� ............. r' r Building Inspector . `Q,��+t :: �. .. . .. .. .. .•. ... _..,r'J r� �_ �1}Y1 {f1i4' fj�i(�"'�yT'�L+�. r - - TOWN OF BARNSTABLE, MASSACHUSETTS f. _ { DATE - LJul / Ill 1 94 PERMIT NO. _- 036868 APPLICANT Roselee Trust (Madlyn FaiaAo Ss TTi b��ve St, Framingham (CONTR'S LICEr:SEi — ' PERMIT TO Build dwelling 1 singla family dwellliigMBER OF (_) STORY ELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) ��;� AT (Loc T ( Seaview Ave, Osterville DINING RF 1. (ter DISTRICT_ 7 .. _ _ ... AND_,_.- L� (CROSS STREET) SUPn nrIG lnN ._. - LOT BUILDING IS TO BE FT. WIDE BY FT. LONG-BY - FT. IN HEIGHT 4ND SHALL CONFORM IN CONSTRUCTION i• TO TYPE USE GRO t P BASEMENT WALLS OR FOUNOATJON �`-- •(TYPE) REMARKS: _ Sewage #93-165 f AREA ORE ESTIMATED COST .Cj 300,000 FEE '213. 75 I VOLUME _ 4272 sq. ft. PERMIT'S': (CUBIC/SQUARE FEET) - OWNER Roselee Trust (Madlyn Fafard) ADDRESS 1060 Grove St. , Framingham -:,--BUILDING DEPT.' i BY I l.-"'F-VTUm 'I M TTe0ri=Wv,ntK .'Yrre .--OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE'OCCUPIED UNTIL MINAL INSPECTION TI TO BEFORE FINAL INSPEGTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE � OCCUPANCY. POST ^ p /emu T T POS ` Ti�i1'aSO ��A-��v .Simi iT i.Cs X/i.C, ISLACM CR�lii�'� STREET REE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS MINT 7 /A qy: .Wire(/Innspector �� 9S •-,� ��>.�/,�,..�,,,,1 -APPROVED IS la z �;r .�� ��,•,::` E TOWN OF BARNSTABLE HL A 1 ING INSPECT ION%-PPROVALS '• - °iL'•' OTHER BOARD 0-HEALTH WORK SHALT-NOT PROCEED UNTIL THE INSPEC- PERMIT 'W!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VLRIODUS ST"GES OF WORK IS NOT STARTED WITHIN SI� MONTHS OF DATE THE ^RgANGED FOR BY TELEPHONE OR V:RITTEN CON:TPUCTIUn. PERMIT ;S ISSUED AS NOTED ABOVE.ISSUED AS NOTED ABOVE• .O'IFIC,'-TION >- 4i�dcl� ec MT-NT Or `D UST F.1hLACCID�TTTS t . f X �_•. � ? " rk�ip �{ ssY. :+ S s 1�� s� -'Y'c1`` Y pi (On\`.:- C.- T���.n., C r'F" r� KS•f�Yrb-t �; �'!� .� 1�1' LU',:>>:_ ', ,��.. •CF AFFIDAVIT: �. , acre iacc) with a principal placc o hcsidcn«at_ (City/St2tc0p) do hcrcby ccriiJj, undo the pains and pcnalLics cf txrj ar};.that: co job. this ]nsurancc Compan)• Policy Numbcr 1 ) aiTl (n1r• Tlfnfl fir rnr � }i r mc. (./�• 1 �m < S�rii--r�-sr�aac.�r.�� f E-n�=1 rri�r homcowna (clrc)c onc) and havC hired Lhe contractors 11SICC, Cc;t mho hzvc the follo,ini:workcr_<' compcnsrtion inscrancc poliCics: N �r/ z:rzz3� amc of Contr<ctor -,- ]nsurancc Company/Polio, Numbcr amc orContrzaor 2 Z 2 Jnsu.,<ncc Company/Policy Numbcr C c GGl�ea�� /�i N-2mc of Contr<<or ]nsurancc Company/Policy Numbcr f"rUnl l� � �.��• � ,d��4 e:t',�r/1� GGGG� -� �/y1�G� ��tt-�%�?��-��., am z homco. rc- rfo:-vino all T' c "X•ori: rn)•sclr- P NOTE: Plc:sc i>< :_z < _o crplol persocs to co r�aintcnamcc•construction or repair wo:i c- �wcllinc ofr.c: rucrc :! { w�,e:Jyp fCr1C C1 Or cc Le FrOUD6 appurtenant tbereto arc not fc Lcri'- t: �J COfILGIcrcG if < •Cyc% Lr.G:l •.:;< C.'O f'c TS tr ' F e i ec PeL" (CL C. 152,,ee.. 1(5))• application by a boraeOwner for:liec_s< or crr..,i r-:v v� �C .�:. <c L^c E:J cf:_. cr-^1Ovcr c:C<r Lc o:):cs'Corzcc::tion ACL Fundcrtanc t:::t = eo_v c!c �s se:l<-cr.r wiU bt forr<ccc to the D< . %'cr:ric-::or. z,c: ._ f- t p_ t unt of Jnct trIJ Acadcnu'Ofricc of]nsurancc for �- < :c xcc:< cZ.c:�c Z.! rccc::cc c-Cc .',cc :O- _ c'l,: _ 1 52 1;^' c': r.c Ct _ ;«. r.r, _ � led to t! c sm�osouon of_st r u^.=! =.Goi 1--.^,:"p- Cr�� IGG.^.C ';C �.0��� �Cr:=J:;CS L L�c form of: Stop 'orl:O:tc firs C!�?((.�.` C: - - •--. ..J,. ... -..: . Ct - L',ccnsor/PCrm7ITOr TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION k Please print. DATE JOB LOCATION #�2" Number Street Address Section 'Of Town "HOMEOWNER" 62�, �1�( Z (�qk yj) FAEAW_d� Name Home Phone Work Phone PRESENT MAILING ADDRESS (J t2DVE ST D 7a/ City/Town State Zip Code The current exemption for "homeowners" was extended to include'..owner occupied dwellings of six units or less and to allow such homeowners I 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 to six family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned "homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements HOMEOWNER'S SIGNATURE -2k APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35,000 cubic feet, or 'larger, will be required to comply with State Building Code Section 127.0, Construction Control. MISC5 r , HOME OWNER'S EXEMPTION The code states that: "Any Home Owner performing work for which a buil permit is required shall be exempt. from the provisions of this section ding r (Section 109.1. 1 - Licensing of Construction Supervisors) Home Owner engages, a persons) for hire to do such workhprovided that if Owner shall act as supervisor. " • at such Home Many Home Owners who use this .exemption are unaware that-they , the responsibilities of a supervisor (see A are assuming for Licensing, Construction Supervisors, Sectiond2X14' Rules and itegulations awareness often results in serious problems � • This lathe H -Owner hires unlicensed persons. In this case -our 1Board l ca when nnot the Home against the unlicensed person as it would with licensed7superv'proceed Home Owner acting as supervisor is ultimately responsible. The - To ensure that the Home Owner is fully aware of his/her res many communities require, as part of the permit application,�othat1 the' Home Owner .certify that he/she understands the responsibilities of a supervisor. On the last .page of this issue is a form currently used by several p visor. You may care to amend and adopt such a form/certificatio 1 towns. community. n for use in your •i. 4* .f Y 47 '- h, •. rmd b am bd d Ad wv da1 _. d d d lu dee mn d and.Q Ord .. - . .. • ---- --------------------- --------------------'----- uo u'-v FAMILY ROOM KITCHEN _ ... I18RARY i6d em nt LIVING ROOM M CD GARAGE =) el= 14.5 ir Ilk �,MAM BEDROOM { u r"s s C-r tam 1 Jf,b ♦N b• rw •.� s .DINING ROOM I b BEDROOM 2 b § BEDROOM 9 mr d 'FIRST FLOOR PLAN -, v 1. a_.. . ♦•.. .- ' • FAFARD RESIDENCE OSTERVILJZ MA +. �coanl seer ' IM.d GtXn.S WRMOMiIfOC. ..W y DW^� T W w• GRAPHIC SCAU I Li IEH a a Lam❑ ❑ IN a9�a � iM HEVAIVN _ FAFARD RESIDENCE ERVIU$OST !IA . - ^.,• - C.RAPIUC SCALE ` 8 ' vj � ``� >-r >•r r-r >vc s-o n: i r-o n: s•-r v-r r-r' i ` `\, i i �J r>tecow+mrno+ua+wno>e�.->rmxwi«.m+wnwo+woc.a !tul r .- \ s, /Q i - \\`J`� `'•✓�.•,� ./ ,T•��j/ - ,• - �ac+uaaao-r.zvr j is i - _ _ ._ : .. _nnecw nm.aa2nYas®awwaswou.. � . 8 _•. _. ..'1-.. . �.a_- _ i o .-`1 Q� .. // .. - _- .. '�.Y ` T -. a .`--,-i� - _. ,. _ v-o - .�1 •.Q ___r'--�r_�+fir - --- PAPARD RESIDENCE; ` OSTERVUZ NA - .. - rw:mexe�ewnafea.er� �• .. • .- , - -- '. • - � .. one nw. +... _ fal— GPJ-MC scars - ' 1C f-!lQ ffO f-}l0 ®I-1 f/IlM fO f-l[Q ltQ f OL O I 1 I s: 1 .I 191 /e 11J.14 1/b 11J.11, mm— �♦ e _ - x. _ �. .. .. _ .. .1 MT FLOM.FFAMM PLAN - _ - FAFARD RESIDENCE s OSTER1911E 111 yvrn ywRafL-r-}•v!•tQ}vvlp.-n-l1}T} mAFe no, GRAPHIC SCALE I�f>QI ----" ----- ------------- - ��L EI E _�O00Ld - �: p IEFf DV ELEVA'CN . - 2Yyff EnD E.EVAtIGN . FAFARD RESIDENCE el OSTERVIU.E MA v�u evAx war+o.e.rm. •51wO.WCl2 •.nemn- .� •cwwwi w • :.�ernwrnw o ua nw S ue nay ^yew ut ew CRAPRIC SCALE - .. - .. r � - r f-f ?8 TURRET ROOM i --1 R - y _ SECOND FIDOR PLAN FAFAPD RESIDENCE OSTERI7LLE MA •' .- .. ... _ - w•wu wan reirr.o - wee+nwaw• aw niu n•. a ue ww - n�x. GRAPHIC SCALE ----- --------- -------' 2 Jrtl Z- S : i - rK7N! [L[VAiON / FAFARD RESIDENCE OSI'ERVIIIE.MA -rnmeAaoawoaroorer�. - A11AO.M011 reYwraw - rbt:T W UM]fAF.IK-P I , ' WOIf Tr�[eV1 aLf rIV! alto Aw ' nne rrw 94:)f VXW OP CRWLAP WINDN' GRAPHIC SCAM - �rmr NOTE ' ` PROPERTY LINES SHOWN HEREON WERE Zone RF-1 TAKEN FROM LAND COURT CASE 2664. ` Setback Requirements Front 30' Asbuilt Side 15' E Rear 15' Foundation Pla n . N/F �, r Lot 266 David B. Temple %K �, Sea } View 41* A venue Assessors Map 114 Parcel 12 (0sterville)c �� o Barnstable, 66 o � . 49,627f S.F. MA ' s`e •°4• OR o o Q' 1/z 1•14± AC• o ° Prepared For.e Howard & Madlyn Fafard r10 �0�9 `2_0 8Sf �� 1p.0 911 Main Street 8 � ± Osterwlle, MA A`6 02655 HER EBY CERTIFY THAT AT THE LOT CORNERS, c �� DIMENSIONS, AND SETBACKS TO THE FOUN— DATION AS SHOWN ON THIS PLAN ARE 00 -. .. °�r �:_' • . . .. CORRECT AND THAT THE FOUNDATION CON— 191- ,ry. A. M. Wilson Associates Inc.'~ FORMS TO THE ZONING REGULATIONS. C`) 26 o I" OF �026 7 Gj 508 428 1450 FAX 420 1856 �o� RAH �r�yc �53, t3 F Scale: 1"= 20 N ' v� / mow 1= Belle K. Taylor Mo.26097 'I► �� .9 Tv C 20 40 60 FEET AFC/STER 9. co EOr R�26 83 LAND- 7,53, y Date: July 6, 1994 Dwg No: Des Check: 7�<o/9Af Check: R.H.C. Drawn: J.V.B. Professional Land Surveyor ob No: .2.0468.3 Sheet 1 of 1 lb '41• - ..NNH./...•./N H..N..H.....1.. N.,HH....N.I •r..H I.MH..H /.r..................H./ .M�•rH riMr:i.riN':I••.......... / •H )7 • NI ..H•H..H1H ..1.N....r........ H.M. /.H....r...I.N.............�......... Nr...•..• W""ffg Mt tt •• WOO" ACC �N►.b�/'NM M .w.. j RDO`1 •BDADOi1! � ® � � � • � t .................... a•caing sr i toping At ; rw se rr i iddti > OPO� i� tqf r-Lc'OR PLAN ED A, r c� c� A. Lz 'V�! •/144 $64 view Ave. Propo Bruce Mantel and �vean Dicey l and Addition Ow-nars I CERTIFY Tl-:AT THE FLOOR ;-.R74 OF --JE ''MC 15 _ESS —I ,,N W. 0= --E r is .6 `�( yy�� �+ TOTAL FLOOR 4R=A OF THE SECOND FLOOR .4\D C =S SOT G�ALIFY DS 4 - RD STCR ► '�7w>toolo� �O°" idY CIO 70 Vd • i' • 4 A141 p1 t y 9 f Eee: Y r t y a rr i..• ram• .y ir' M` ri• .�� rr it We rr 41'fs• , �1TT1NO/OR60k►db Af?ia e Cal"A bl9s�t08�! PWTM WJTR x CtOb4► E i ittT ttasen ntasK:ata«:u::e:s«at tr:«t::Ts:tasssstets:•:: ooeat BAN aATN TO A rr m rr ate At+o►rM+oe rot#m t� ammoel"3 i Oi�tt30t A MLOY i �• ¢ 4I.N 'f� 'fie. � .. Gross floor &VA ■ �oD9 aq, ft. AR SECOND FLOOR I CH WN 144 Sea view Ave. Propose Bruce Dart®1 and Su*en Dae" MA J Renovations and t4ddttaioa''1 Ownem h! M�SSP CERT FY THAT TIE FLOOR :REA O= --PE A-T•C 5 _E55 T 2b. 0. TIDE TOTAL FLOOR r-REA OF ,I�E SECOND FLOOR ;ND DOES NOT QU, LiFY AS A —t-IRD 5 7 CRY. xt ► ' �� WINK a . CAMAWI to sc» _ t t { - 5 ' E t X f 4 r t! i 4 WAO W.A* AIQJ E OtIFCo i t bye+►f+lelr Aron•»�.ft. t bW tlp,phinlO�1 T✓tpp T A W Maw va;m&0"W.ft- ' (i t Attic Floor Plan i i ED ARcy I IV.F 1 $tea vt®w Ave. Propoe BMJC-G Dart®I and Swan 0&009 C '�rIV ` owners MIA J� Renovations and Addition f C,�0� i CFRTIFY -H,;T T+-E FLOOR f,RE.� OF TA ATTIC IS LESS THAN 2& OF _=E 'OTAL FLOOR. AREA OF THE SECOND =LOOK .�D DOES \0- QUAL IF'.' AS :; TH RD STGR'.q OF if,°�`'' 1 • ,v . pAi9. i ms - J o.r nano ♦ • ILI I/T M TI nm 11°D-iM. a I/r.I oqy pip- ¢� ! I 1 L raw t•w•o r•L m I/r up` pp,.x�t/Yp mP Ma � � oQ' I w pt mOl R'�"t -_-=--_:-i I � � simnuv. 0 �raw T•R oar 0 �Ito]roar 1 1 . - n ancae7. t I 0 .. PLAN • '/x•-'.-0. a'Ko a'r'rune `. I•apeto /to Ya¢r 1, fpa4/yr�m� C� q pawaa u�r9 'a0G1•m 1® /`• \ Si alr n /Io I V••1pl O® 2 IRIL/]• - e«aaw�1O Icaeo°�ma� `.`Y � 1 In'I maw am rn nssar•Lnr. ��f Drat no¢ n alwe r-v w arunn,� or+o e __ rd ow-im n.tm i T,e,n TYPICAL TREAD PLAN /r•+ 1 RAIL DETAIL TYP ® 5'-5" & 6'-0" STAIR N•Ts• D RAIL & SPINDLE CONNECTION u naI aml f0*J Io • ep�pq+ _- s •, ]tM.r e/r a a]/r. � ialav°Ma-0'.o'• 0 tv wac -- - - .• g• � -. s °'-e• r-o' ♦, e r twyp.�la our or Im•e•:OUI !ow ruay.s 1. rs.ow r0ort on en tm Im ♦ I �R � I t» - � f In'.I a/r m]an'.I L•'to o 0 - $fqy� ° m.ua Ian s]m Iea am m �.� �(yG�Op�p W) 9 �or tm turn)wear D. @ m.11prOII•mP•n:Y •m rt Im ee!n IJo I �l��d cp MO (� a tlaV 56 Cx SELTt1M e-9 - 4 a o�etoyom I� •' Sq y e g ,rr� f M aaaa • . r-/Io.r Iau soar•uw furor E a1 1e �,o.r FIAT wo-wa.urn TYPE TYPEva 9 j� ] •t mm P ft•00 T-- -1--- • t�i ' 'Iwmrw uitawrtc Crw) L--- ' • �> SPINDLE WOOD BASE COVER I / ; ro T•rn mrarrlma` ewn iR/O Idllaa rdA�'ia-°' M.iS. ELEVATION Xt.« •;:lam a< Y r� I�•°�StOmal o eut�rz rn•m'ouwa �) e'�`t'ar•.c�i�ay't `aa�` rurz ' ttPE C r-r ar auamow TYPE D °A•.Clpla�on F "`ua .000 avi mwI LANDING PLAN N.T.S. 2 HANDRAIL DETAIL + •+'o E rws°:Rao�� Nn - a'O0pna1 I r•a v I•woar ;ormras , nm am I In'Mp®Rm Imo-m ntuo f•vma . � sP.au rz 9°PP0°imolmw �J�I� a-o/I°v nano raw.r sv.ao H- ,)• aiaa _ ro mr raw orrRa�� ''ewmeVV.ar smo "`°' COLUMN BASE ON CONCRETE N•T•S J na am•Ia ]I 113 ,y2 Q.'"•'r @ o r_i i I i I I e +aoo , cta amOrr� �v'r�M/10' rta6P,. �� '/•410 L .' r' �.rm�i a0W` � �-�a-!a,Wit•!!�1'a w.MIIL W°f uLr asm.an ro mir rtP roP a•-r a r-r srwnws agar"rA9uulm O1� �*.°°ft a -- ------- raealm r rPlaar:rsuml•s wn•r•:ralmrs r- I pr'a.l I . Om P ft`�aa � • I Z IS�� .�soaln Paa.m tnrwr v®.Pvarasmu 1•• b -.4 .rro M Iwo eon e•-0'px R••. }p�•/��•eamn Q Duna�rp,POam•I.m trw >Q aRr a-IIo.••rA SCR09 Ip1 s•a p•Sr•et wawa w • �6r1!'aro M IRM fA Y-' RWI. Y/1a.]-IA lC6ra IOR S-0'!M SfMa YO�GKK .. HANDRAIL CROSS SECTION DETAIL NT•% C TYPICAL TREAD SECTION N.T.S. a TYPICAL SPINDLE & TREAD CONNECTION N.T.S. F COLUMN BASE ON CONCRETE I N.T.S. K LE ruin t °••am I. oowRn.Tm awu war w ooemma•c oao®10 u ra m•eci '�'u .Imt R•w a sla+mnra w•r Irr rdt'r-cutae 1 9l fwblp YIWC I.a•Iffi Pal 61 R.A faripl. Q� rOm Caue., 11Dm'Ort fLw IIaG N E a1'-F-- ]Al• 'In n Wlasarz rw Iv romro a•wa BL R•AMp Iq>d W smOlom-L1W P4 b I rracltw.a srm.wD ewwa oorrael ro aa.rr..-x PP¢sr rton � .�a. � R ar.•rawo Pwf Ina omw a " I 1a woo alwa c oaa n o0oc n Au emrf sloe aaaaa ro Anna o-�. nma sIr•n•u " ^°'•°°�°°�ro•'�ft"m"m''m"c�em'ar"`^�^� TYPICAL LANDING SECTION N.T.S. B .am aww. a aIm w•cer am non o¢nam w r•r.lmm rAveamc aroP. T. •u rwaR.tnw m c Dora w M SOP ar•tm•Sm r•aa•roa w M art mm6ar SaalAa (or9o,n onaM or Ina.woo R•eaR ana oaoanroMaom mmoasMr..•secrRw llm• Rp"' "•"° , a Mta� TYPICAL LANDING SECTION N.T.S. G COLUMN BASE ON WOOD JOIST N•T•3• L a. Norma teMM M'rG( //a Aral OURa roQ OI 311PIV1rI f 1W A S-!' ]a�1/Y a I/•I° r)° a 1Y I1T a' a t I Y ]Y ]/r I fY.ID. Lynyyfill I ,I �'xnem�.or°`,w1w0iw •Yrio amt1,am accim m'ori•®w"a in•. moo re ar .I/•I n a a u•. s I I :• r Irr b so. In aALL R•ar•Ya Y•Y c.a4UID aaY M OadY R 0°90r1]00t hw�MA revert R•rlarf aMl.tRAaWI"•n ar atdlP L omsmn I°aarPrm - — t bt Te Wsvr 1a]• �rT I •� � - nw ftrwra w.c uRn m.nano®wra rwI M.aie sR+.rn a worn C'rt2ad'H77sC 6PSAPIg9[i•R�••t�•D.7/�tAflrc rmo sI•aa•ac.mmrwl am ow-mar Rwr.+talk. f 66 T°.laamlp a°wt°cnw.r of 9plral 9rar ft w°a Ia. •a®.c ro c t®a•u c mlo.wrwx w- awur•cluilm n cm",,,ft'0„ °"� oIw an..,er,/va.rw..t..•rp, PNU001 eIm ware M rormreetucr sirM.D N m,°am w aan o-Pw. m� IL nor onea.0 nor slur M ernua ol*naua•1•Rmumn 0I M R•Vl e e ,�^` _ '® ,,, 98074 2 r•w asc ororcenor e•m aura swu c orrem•m wam w Mrom,rm•anw m "'� �d".,.� ^^^ ..1.. urcw ur ow.aa a a«amaao 980 .eo o.Imt two sun ft:eo tna c Pm•um m wmrmn.wrw.wo .cow �• •` „� .� nnara mom oa r000 rwl 93053 rlm ormnnn r I•. R•IB ca uoo0e t�vat m•mtp marem.r w r.mar a¢rs ePE omnr nmr Mamwmrom ar mm taac arrna laoal LANDING TO FINSIHED FLOOR CONNECTION N.T.S. M II uro.rz m moo we r w ru t-I ermar, �r suu wym m. 20022+ aw::.' � OAK 9ulvx•YS 9'-9-a a'-o'OIAId ER BOCK ENGINEERING,INC a ,m,q,� Io rr•era m Im we n w w o-1-0. •.....,.. ..•r..... NOTED ria w 9.O.2rI r _ _ ,�o� a.,n •a � w �a1.. MON SHOP °'o m o 'O1 " ' w arxlxrullK uirntul.Niouarcr wo.wa rev. "1::.m: . ur•ert m Is»wF rr Fo-r •.m turn p^ ,� e¢o.o.asma r°a rarnan aarvarm Io. ao1-1-1I 9TURwaY P4N a E:FviN)N9,DRAILS LOS ANGELES LICENSED FABRICATOR y 1150 LIM m oaawb aiv o6[.wlmw pm Om wm o.a atv otao®rv1 !wt oc azo arz a GENERAL NOTES LOS ANGELES CITY STANDARD PLAN NO. �� aurtl f'a Nr-a!•• Ilprllp••L r/WOati•f1)N OI pm..il Ir n . �r J R. C-4 m Ku I cn maw T- QV —j z Cl) z co CON CIJ 'CIA MAN CO LU cn w co cr)00 20 CO cn cn- co Vo Straight CY ht t C*4 ——— 0 CD co La t7o w cno m Sam ff lffFH g- -i 0 cvl% LLJ 0-- CD Lu 4 co a �CL im 0 co C? Ell cl�l CL 9 — I — z L?04"7- C=) CL Mkk a- — —— — M : - - w 2 zo 20 mi of cn —M cn fn U) cn C/) 0 u ttttm 0 C, M.WIN LLJ wl zlon-- (n fn C\j 0. 0 w X.M w z jX.LU Lu MR:-- �—* LU z < moo tttts cn CC) .23t cr m -j w cn 12 7S 1-1 LLI n c X - 9'T L9 Gl ZD zn zo 20 M Cl)Cl)M- 0 etttm LLJ 0 w .9 FE -Z J. E TO�M� OQL- cu fca �cw M� ..j Z U) &-w <x e w cu -ce E2 .N - 52 0(n co w EL EL U- z rem uj- a cn -E CD < tn - m bo F�- zo &D &D &-3 N zo cotk LIi�z z a �VLU"'Clo w - 0 CL 03 -9 =r=v 01 cn 2 w W :i CL cn w �2 z 5; < C)C', Ct -E-00'r--co��D 80 20 zn zo 0 U? N=3 C)l ci M :) 0 LLI C%l FL >- m cr) �R� 2 Rf cu: mt 0 EnLL ca u X = U) C/3 CID > 'n -J w�< URO: LU A- C7 C.? z L C:) C4 CIJ C4 CIJ C14 CN C4 F- ---J _j ;z co z CL c) c� c=) c=) c:o C=) < --:< — 4 z cx -- 4 rl -1-1"Fl- x Z--< z, a W 5-0 �z CM -W O) o uj Mu a) < w ,F D cn Z z U) w (n D CO 0 EM > 0 SIM ui 00 IL < M:7 00� --z W MOM TED �w MARE uj 4 Am —lb gr EEDI- 002- T w W- MmIM 0 m C%I) 10 EIIE g-gg, 1-�M — L ca -- ----- C) 9 W Q�T C) M IRRE '01 uj------------ Icu- of--- - - - WAN a 3 M mar w r. ;� w -j of F- Q Lu w < L) cq 4— LU a. Q (1) F- L------------ -M ME!W V) -Rcs M- LLR ---- ---------- ---------- i-M M��Miv mm C\j -ca x mu Ri r C\j w mw > < 0 w mff m -=I C) Q1, �m g<y�gof ;17� —miff > W -LLJ;; Un- ci z Cl) —00 co .0 CL- ir 00 CD 00 -------------- Rzt� —.6 C4 co M M ARUN co 00 RF UR m 1 M M Z U) Aw Ilk UNIEW W, firm gga :5n 0 0 > 01 UffiL ZOE TOWN OF BARAISTABLE n 2010 f`A Y I I AID I I: 57 DIVIS10N r UTILITY POLE ® EXIST. IRRIG. WELL 11 C9,A CB --0 EXIST. FENCE �� FND. SO,L F �`� o� o PEER WEST BAY o �0j. �° SEA VIEW AVE 'POOL\ i RON �� LOCUS 1 G \ L.O C' T TS' MAP 03 o Qa ASSESSORS DATA: MAP 114 PARCEL 012-002 - , 1 LOCUS ADDRESS.- EX/SnNG r_ i #74 4 SEA VIEW A VE, OSTERVILLE � o % rri i REFERENCE CERT. #134156 ZONING DISTRICT RF-1 0 VERLA Y DISTRICT- AP & RPOD BUILDING SETBACKS: `R\ \ FRONT - 30 SIDE & REAR - 15' 98 Ro• \ �� FEMA DATA: ZONE A14 (BFE 12) & B PANEL 250001 0016 D .(q MAP REV JULY 2, 1992 s POOL CERTIFICA TION PLAN Prepared For. '2 #74 4 SEA VIE W A VE o���tiss LOT 266 In FND. 44,230f SF o ^ Osterville, Massachusetts s STEPHEN °\ (AREA TO WRACK LINE) tic \ A \ �. , a pO. N ► �\ ��c` �`Q�26 CB ^ ;�`� Scale: I" = 40' Da te: June 8, 2010 a r37559 P \ `���s3 o FND.ry Prepared By. Z Stephen J. Doyle and Associates CO 42 Canterbury Lane, E. Falmouth, MA 02536 P���f \\�` \ _Z CB Telephone: 5081540-2534 � _ Z � .�` FND. R e g L vi s i o rZ Bloc k ----- --- NO. DATE DESCRIPTION BY /We I Revisions: ------------ - 1 -P UAW0001l110N Isllatle nd a �^ March 1, 1993 Relocate House. Tank, Remove Retain Wall Neck Pond Regrade & Change To / 1 =20 West Bay x MArch 29, 1993 Add Edge Of Lawn, I j� Construction Motes. j Parker d Septic Notes \ Pond April 6, 1993 Add Test Pits, Leaching \ � May 23, 1994 Relocate House, Regrad� Prepared For r / '` LVI:UJ� 6\ References: \ Certificate No. 15713 (Lot 38 Scale: , =2083 1 ' Certificate No. 18216 kLot 47 Certificate No. 19589 (Lot 48 LOCUS MaR Land Court Plan 2664-63 - 2a� Assessors Map 114 Parcel 12 Land Court Plan 2664-67 / ; Land Isurt Plan 2664-46 \ _-- : 1-and 00W Plan 2664-55 I / Lot 265 � i Zone RF-1 Land Court F%n 2664-118 Land Court Plan 2664- 27 Setback Requirements q Land Court Plan 2664-4141 / \ _ 6 :\\ Front 30' Land Court Plan 2664-113 Side 15' 7 Rear 15' Elevations Are Based On N.G.V.D. \ I \ \ Project Title. 1K 10 i See Sheet 2 For Septic Details E , I I L o t 26� 13 i Sea Vie w s 14 A venue In r1o. (0s ter v/ll e) 1146// a, � - �� Barnstable, cno�on° �4h CROP!a SX- 1�1 �� I ' r� MA 1 r' D7Box x x \ - (� x x 8• k � k kx jr ost Roil < x 1P I p 11IL o x i#12 9 8 7 6 5 4 3 \ \ � 154 13 12 �1�1, PIlEpAM fqC Gq Howard Fafard I � jr \ I The Contractor Shall Proceed With Work In Strict Conformance \ mo o, � Alf, VAth The Following: \ t -0L o \ 911 Main Street R — Osterville, MA 1 \ ` � O SEQUENCE OF OPERATIONS ���+ o�9 \ p/�� 5�+0i Gal. / -►� 1, 0 o2sss �� Tank � ' 1. CLEAR AND GRUB LOT. \ — All, A 2. EXCAVATE/FILL FOR FOOTINGS FOUNDATION �h \ '� \ ° A. M. Wilson Associates Inc. 3.) POUR FOOTINGS/FOUNDATION 6/1oJ \ - _ 508 428 1450 FAX 420 1856 _ J 4.) INSTALL SEPTIC SYSTEM �'A\Q \ t% �o l ( .\ 3 14 +•� Q e � _ - 13 \ $ 7 6 5 0 Drawing Title 5.) BACKFILL FOUNDATION/CONSTRUCT EMBANKMENT/FINISH GRADING '►�� 12111°9 v � � G � 6.) PLANT EMBANKMENT \ ro' 1 o `A \ �4 °0. ` I 7.) FRAME HOUSE oL / \ I — 8.) COMPLETE SITE WORK I 1 \• . .� Wetlands i .�� � — _� = � � � � • . N Permit � O11, J Plan Lot 266 / -927± S.F. V1 OF 1 Gal. Max, — 3' O.C. \ iOR 11 C - _ a (17 Loomed Bayberry; Rosa Rugl00% klatch Existing made 1 14f A 4 P. NLIf Beach Plum, Or ShtMar And Maintain Existing = i DoWdling On AvalabEty. Vegetation 44, S.F. pia , 0 Rye ' Quick Cover \ � q� - � 45± S.F. Wetland \ 8-11' o, e.e - o. 5.0 - - � \\ � � /-� Map 114 Parcel 13 (Elevation) Lawn Switch Gram & other � N/F + Match Existing Grade f8.8' R gh Field Grows 10 ,� O? t3 Belle K. Taylor (} ` j And ktalntaln Exhtlrhg "' �`e ;� (L.C.Cert. C22870) C" °�°P� vegetation s Co 1OO.pO.�R ^�D,�°' /P4 Lot 18A L.C. Plan 2664--48 Scale: 1"= 20' 00 Below Devotion 67 Planted Switch „ Ro2 ^ 53, h D 20 40 50 FEET%0000 8 7 \I-- - - -- --- 6 ate: May 23, 1994 Dwg No: ,� Field: J.V.B./C.P.J. i Calc: Landscape Profile A—A Landscape Profile B—B Check: - Drawn: J.V.B. Not To Scale - - Not To Scale - ------ -- ---- i X -3.8 1 j C♦NAIN LENGTH 35't x -6.3� \ 4X WATER DEPTH _) I X�5 4 I / A' HIGH TIDE) x 0.2 EXISTING MOORINSl \/ / \ \ x -2. (PERMIT #202)/~ / -�6.3 \ \ \\ \\ // 1 / / TO BE ABANDONED \\ I .5 x - 7 -4.91 /CHAIN LENGTH 35't \ -4.1 ! (4X WATER DEPTH ! x 0.8 x - X 0.5 NS� I / AT HIGH TIDE) i 5.� BENCHMARK: , TOP OF CONCRETE BOUND 2 1 OOPS - EXISTING MOORING / x -4 b x 0.7 ELEVATION 10.04 ' a x i t \, \ 25 \\ (PERMIT1644) X 1 x -5.4 6" X 6" POST (TYP.) \ �\ x q Fp�NO 6 ' � x 0.4 \-3,8 W CB/ON �� - + + t p� s.\ - - - - // x -3.6 + + + + + sM- �' RPMP \8' X 25' FLOATS BY �7 + + + + + .2 FOLLANSBEE OR APPROVED 1 / D 5 "4 + + \L, + + + + P EQUAL (SEE DETAIL + + + + + PALE / r 4.8 LAWN \ + + + x C �� + \ D- + + + + + + ++ + + + + M- 1 .2 x t 2.3 \\ \� x -5.5 + + + + + �, / -5 v tK ,vg. + + + + + X t � + + + *N F + + + + + 21' BOAT CHAIN LENGTH 35't ' ( X -1.9 -'ONE + + + + SM 8 -7� I 4X WATER DEPTH LOT 265 RETAINING WALL (' + + + +r + + + + + � p I it AT HIGH TIDE) + +0 + + , 3 / 9 D-3 + + C + + + ' W x 7.1 + +m+ + + .0 1 \ x -5.5 oN e+ + + + \x -2.2 x., / EXISTING MOORING i W \ \ / (PERMIT #703) / f 0 N + + + 1 .4 .� x r 5.4 \ 1.g �1'S W Fo + + + + + sM- : \ / ,r - . / \ / \ x -2.4 + + + + I, 1 \ L6.9 x o + + + + + + ':0.2 r7 epA_j - - - - 1 1 + + + 8 I ��ny + + + + + M-6 D NE W x O- " I -,CHAIN LENGTH 33'± 6.9 + + -+� ( (4X WATER DEPTH r \ + + + + D .p 9 , x -4.6 T HIGH TIDE) ' J x -4.7 + + + 1\ + + Sm- + y ".� 1\ \.� EXISTING MOORING (PERMIT #1843) / \ \ \ x 45.4 mac^ \ + 7.2 x �� ` I► .� \� \� � ` �� �� // s� \ 0.9 4. �\ i /> yoG \06 �� \ _ - - S SM\4 x -3.9 x -4.1 �q \ EXIS3'NG \ 6 FLOAT B J LIMIT OF INSTRUMENT �JRVEY STONE RETAINING WALL Q0' NOTICE 2664 Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipai or other LOT266 public officials, may rely upon the information contained herein; and 1�1 .07t ACRES (8) this plan remains the property of Holmes & McGrath, Inc. o tJND r N N C8/pH FO 11/28/01 REVISE FLOAT FROM 8' x 30' TO 8' x 25' RLR VK P CO*r NV 11/12/01 REVISE SOUNDING, MHW & MLW RLR hK�t3 cl) /0N pUNp 10/17/01 REVISE MOORINGS LJC vyvyf3 F .. o GB/DN pUND 09/28/01 REVISE TEE SECTION OF PIER LJC M775 i 3 LOT 18A DATE DESCRIPTION Drawn Checked R E V I S 1 0 N S M /y PLOT PLAN / 1 A� \ �J VX 43 0 OF PROPOSED PIER RAMP AND FLOAT PREPARED FOR NOTES _ - LEC ENVIRONMENTAL CONSULTANTS, INC. 1. HOUSE NUMBER: 744 FOR LOT 266, SEAVIEW AVENUE IN 2. ASSESSOR'S NUMBER: MAP 114, PARCEL 12-2 3. ZONING DISTRICT: RF-1 OSTERVILLE BARNSTABLE 4. FLOOD HAZARD ZONES: B & A14 (EL.12 N.G.V.D.) 5. BENCHMARK: AS SHOWN GRAPHIC SCALE SCALE: 1 " = 20' FDATE: AUG. 10, 2001 6. TOPOGRAPHIC INFORMATION BASED ON AN 20 10 -)o so holmes and me rath, Inc. ON THE GROUND INSTRUMENT SURVEY 7. ELEVATIONS SHOWN ABOVE MEAN HIGH WATER ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM. civil engineers and !an surveyors a ELEVATIONS SHOWN BELOW MEAN HIGH WATER ARE BASED ON MEAN LOW WATER DATUM. fal uth,main street (508 548-9672 (PHONE) ( IN FEET ) falmouth, ma. 02540 508 548-9672 (FAX) 8. REFERENCE: LAND COURT PLANS 2664-113, 2664-129 .. " 1 inch = 20 ft. DRAWN: PJR, TCR CHECKED: �r3 y _____ •,- ._�___ /LEC/201090/201215TP0.D4G JOB _N0: 201215___ _DWG. NO.: 78-2-7A SHEET 1 of 2 I 60 O 11 1 WALK O UT o , --- --------------------------------------------'---------=------- -------------,--=------------------- -------------=------------=------------ - ------ -- ------------------------------------------------------------------------------ ------- M , , b _ i , I L , I 1 � , I , , , I - -- _- 1 , 1 , I I I I ; I I , , I , I, , , , I C;�INFOC?CNb WAL I I I 551-411 O O, C�LLA� O, FL00F �LM0, 11' N 9 10 NGVb I LOOP PL A N �l �V _ A1'ION I N : I2 0 Vn G o Al W HANI C CAL ANn �L�C1E1 �' _CAL U1'll i I� WI ` � ACC V V � AION 12, - N V 0 G n N � T Kl : fl N V Z >v i I r , I , i I I L a 11 � II 9 2 O 9 O 0 2 9 8 i I O, 3 22 O /8 16I 10II 22 - O 3/8 I , I , , / O �L I I O I f I roum 1'I ON PLAN FAFARD RESIDE NCE IN ' OST ERVILLE MA f' P Y� AP.�b f3 , WAR) &f? f� �5 AS ANn MftOf�N1' f CO,p, M 290� I01 T��r L 5 , A LAN SN t7 MA 0112 I fp0 Y MAP YN F n I A�A� < FMMINGWAM MA 'nAS. 20 0C1'D 1Xf t99�} SCAI,�, fII -4 O COMICA 21 MAY 1994 GR APHIC SCALE 4 0 2 4 8 16 li IN FEET ` 1 inch 4 n ft. i r -- -- -- 24" DIA CAST IRON OVER 13 N1.OTES: 5000 PSI MIN. - S Revisions AND FRAME ('TYP 1 = A- A STRENGTH 0 28 DAYS P# 12065 5 N ( ; 4' 3/29/08: LANDSCAPE DETAILS 13 0 , GIRD. EL. TEST 8Y. SIEVE OOYLE tt._0. N` N` � N 2. STEEL REINFORCEMENT - C �. Vt, TEST PIT #1 GW. EL. N/A WITNESSED BY. DONNA M10RANDI I t0'-O" { coR 6• M ASTM A-s15, GRADE so �� 9/17/09: REVISED`POOL SITE AREA 1 12 17 07 MOTTLING EL. CERTIFIED BY: I 3. COVER TO STEEL - 1" MIN. ! TdP OF SILL=48.2 DATE: ��,_. t'-0".. OF AIR A YP.... -«�`-- «� 2A64 FILTER «; T B *�'I DIA. MANHOLE COVER ELEV SURFACE SOIL SOIL SOIL SOIL O 19 INLET & OUTLET COVERS TO BE BROUGHT TO FINISH GRADE 2% MINIMUM'FINISHED GRADE � �• a (AtOO) ( WITHIN 6 OF FINISH GRADE OVER LEACHING AREA Ct 13.50 DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER _. 7 I I 1 ouneT TEE w/ExTENSION � L=18' \ Drive Asphalt & - - - to INLET 4'-1« rr> to PLAN VIEW 4011, SCH. 40 a TEE LIQUID DEPTH TYP•) � _ FIRST 'fYYO FEET TO I t _ 3 MAX.- r (� 13 08 Fill Peastone I s MIN 3/a To t-t/2"STONE 5 DIA. I<NOCKOUT 5 DIA. KNOCKOUT L 24 S ,015 BE LAID LEVEL L_21 ___iii___ 1 „ „ Friable � I �'�) (TYP) 11.25 5"-36" B L. SAND 10YR 5/8 No < 5% Gravel 10.64 10.47 11.18 i0 33 PRECAST CONCRETE SEPTIC TANK BOTTOM ON:LEVE STABBEt BASF_ .�`L « 2- I I-3" 11.s SEPTIC TANK 11.00 O o �W WEST BAY „ Loose REINFORCED WITH STEEL ! �'fi�'� 38 -126 C MED. SAND 2 5Y 6/4 No < 5% Gravel I CROSS.;SECTION VIEW LEACHING \ 8 35 I t�0 10 35 3.0o PLAN VIEW 0+ FOUNDATION BOTTOM 3) INLET AND OUTLET TEES TO BE CAST IRON -I- - 1'-2' PERC RATE: NOTES OR SCHEDULE 40 PVC. t 8"t TO BE INSTALLED ON A 5' MIN CLEARENGE WATER OBSERVED ® TOP PERC HOLE 1) SEPTIC TANK TO WITHSTAND H-20 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS 6" f t NONE w 60" <2 LEVEL & STABLE BASE. TEST PIT {�1. �• \I`EW P`VE "' MIN./INCH 2)- ALL PIPE CONNECTIONS AND CONCRETE CON- 4M..1 (.. 2« NO GW OBSERVED AT EL. 3.00 SEA STTRUCTION TO BE WATERTIGHT. N0. OF GALLONS. 1'S00 l SCCYtOIV A„„�1 SECTION B B NO GW ADJUSTMENT REQUIRED TEST PIT #3 GRD. EL. 13.50 TEST BY: SIEVE DOYLE _ - PROPOSE h 1 50� CALI-ON SEPTIC TAN„ «_DETAIL. DISTRIBUTION BOX DETAIL EXISTING SYS,�'FM PRb `� LOCUS GW, EL. N/A WITNESSED BY: DONNA MIORANDI ��-� NOT TO SCALE _ NOT TO SCALE NOT To SCALE - DATE.' 12 17 07 MOTTLING EL. CERTIFIED BY: ~----- ELEV SURFACE SOIL SOIL SOIL SOIL l 13.50 DEPTH HORIZON TEXTURE COLOR MOTTLING OTIiER '\ 9 .off. 508-5?0-253? N� E - COCAS 'WIAP Drive Asphalt & O %� 13.08 Fill, Peostone - - ( p c �01 �\ NOT TO SCALE Stephen J. QIJy/@ illd ASSOC% #BS Flu L. SAND 10YR 5/8 No Loose B M . 13 I M D' \�� \ Assessors Map 114 Parcel 012-=002 12.17 \ 1 CIVIL EV` GINEE RS E L. 10. 04 ° ° a a� \ � tv SURVEYORS 16"-48" 8 L. SAND 1OYR 5/8 No Friable ° < 5%Gravel ° D5 9.5d DATUM . NGVD ° , � , rr I 48"-126" C M. SAND 2,5Y 6/4 No Loose I < 5% Grave ( DESIGN ANALYSIS 42 Canterbury lane, East ralmuth, 11A 02536 3.00 o� DESIGN FLOW: BOTTOM �c /` °\ \ P SUBCONTRACTED FOR: WATER OBSERVED ® TOP PERC MOLE PERC RATE: EXISTING STONE tl'`� NEW �. \NG 110 GPD x 1 BEDROOM = 110 GPD SURVEYING NONE ® 66" N A MIN./INCH V V W00 Y °\ � LANDSCAPE WALL DK D� lf�. 1 0\ SEPTIC TANK REQUIREMENTS: t D \ 1 (200 %) .x 110 GPD = 220 GPD Project Title p�. SHRUBS AT , ° TO BE RELOCATED �f ; ° LAWN LIMIT -A -p USE 1500 GALLON TANK NEW STONE n i I -� LANDSCAPE WALL Dowly PIT °° r �-"" �I z \ O L I 7� LEACHING FACILITY REQUIREMENTS: #74 �lj ' LANDSCAPE N®Tfhs. � .��i,' •�, °° �v ,�`• -,- I � � �220 GPD) / t' 0.74) 149 S.F. POOL FENCE Sea vie w 1. ��:��.__:�_�� REPLACE LAWN, FLOWER BEDS EXISTING SEPTIC PER - -------- --= + RUGOSA ROSE WITH „ yo /\ ;,• ^.-'; o , i l��� , `, ° �; \ nenCtd/ WHITE CLOVER IN 4 -•-6 LOAM. AS--BUILT CARD PATIO \ o \ `z LEACHING FACILITY PROVIDED (8.83'w x 21'1)+2(2'h x 21'1)+2(2'h x 8.83'w) = 304 S.F. 2. RUGOSA ROSE IN SHRUB �`\ POOL �, \ a \ c •I \ Q BEDS TO BE REPLACED WITH ANY OF THE FOLLOWING: /\�R�f\I 18 X 36 \ VI�ORI<�\ L MITE`+ °a' ` 1 ( 04 S.F.) x ( 0.74) 225 'GPD \ ° \ I Ti\TI O �ON TR t Cn WINTERBERRY ,� � (10 WlD \ � �� •' � .\ � � \ � � � � I � � BEARBERRY °'i 1 XI STI N G fA 0st ei ���Q b . 03 BEACH PLUM ' 5• BUILT-1 \ \ ��� l � QR�, RO.OL ° I Q 2 \ D2 O I �I PATIO \ ° o�'S\ T u•CTI N / 0 R f A M E N TA L SWITCH GRASS oGJ� � \ d R� �� r o 1 j l C� NOTES /P/�AMERICAN BEACH GRASS PRUCE TREE �y / alb nstable BEACH PEAS `b i ATE \ o �- , ° ,Y .•.- PLAN ING BEDS j f�_.__ -. �'�,;` iti" _ \ , °` �\ \ 11, j p k„ 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION HEDGEROW _ _ ,- _ - _ _ �. Y ° l _ -.p _.�� .f_ `_._ � -_ __ , \ _ _._ - T ` wE I-�t7QS - tvu A t�.RtALa SHALL L.+rvr G� - - ::-! RED TOP GRASS �•_ , � \ _ � . \ __.... ,.. \ .t _, _ _ � / . , , �. ��,, _ I a --- TITLE V OF THE STATE ENVIRONMENTAL CODE AND �l S7` �;-� \ - `.'}, I R U ,; :, (TO BE REPLACED) TOWN OF BARNSTABLE RULES AND REGULATIONS. /'� y \ 2. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN 14 TO B E P L'A�E� ° Y\ \, h ° ORDER TO PROVIDE A WATERTIGHT SEAL. \ EA AWORK LIMITEE`, �1D,SGAP'E + SILTATION CONTROL 3. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE °A, SEALED WITH NEOPRENE GASKETS OR ASPHALT Prepared For J 1� NOTES, ' \ FOR LANDSC PING P 4 �';'�- CEMENT TO PROVIDE A WATERTIGHT SEAL. WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A & 8 \Jj ,y, •• { '�•�t\ •. \ `;�� � o (� ■ ' .A �' ; �� ' N\' ° 4. PRECAST CONCRETE SEPTIC TANK DISTRIBUTION Bruce Daniel \ i HORIZONS) TO BE REMOVED AND REPLACED WITH SOIL l-i! �, S1 \• \ 9 D1 CONSISTING OF CLEAN GRANULAR SAND, FREE FROM ORGANIC ^� � r 1 \ C� - \ ' ' \` , o BOX AND LEACHING FACILITY TO WITHSTAND H-10 MATTER AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERSi0 \ ;l1 \ vp \ LOADING UNLESS UNDER PAVEMENT, DRIVES OR OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE Fill •t� _� �.; �, �\ TRAVELLED WAYS WHEREIN H 20 LOADING SHALL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A `� �'��` i �,) �, ' \ ��;_=� L�, ` ° \ APPLY. SIEVE ANALYSIS, USING A 4 SIEVE, SHALL BE PERFORMED \ \, t `y �� 7 j' � \� \\\ \\\ p „ S 5. ALL 4 PVC PIPES IN THE SYSTEM SHALL BE ON A REPRESENTATIVE SAMPLE OF THE FILL. UP TO 4590 BY WEIGHT /.=---=-. �'� �, ° }T �,� � � �� ` SCHEDULE 40. 20 Rascally Rabbit Road.... OF THE FILL SAMPLE MAY BE RETAINED ON THE 114 SIEVE. f �'' �� . ° Morstons Mdls, MA SIEVE ANALYSES ALSO SHALL 8E PERFORMED ON THE FRACTION OF ' �, \�.1y ' 7 I I O/A �i rI % ° , 6. WASHED CRUSHED STONE SHALL FREE OF ALL 02648 !rJe-f 1 _ THE FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST %Q, r �^ �:�, ``,, /t/ �� I�' \ ��(� DIRT, DUST AND FINES. DEMONSTRATE THAT THE MATERIAL MEETS EACH OF Sm 1 THE FOLLOWING SPECIFICATIONS: % --,:,;; `'-;.� \�' �'' ��` t o \ 7. AT ALL POINTS OF INTERSECTION OF WATER LINES J,,• ; , '. EFFECTIVE % THAT MUST 5\ o , \��\ \ AND SEWER LINES, BOTH PIPES SHALL BE CON- SIEVE SIZE PARTICLE SIZE PASS SIEVE moo. ,�•`;,"' .\ O =1' \\ ; o STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO ' `"I'• ' •,'• '� ''•. ,� ' •. -' ��4- �` t� \`� ° \ \ BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. 4 4.75 MM 1 Do% �,_ r A. M. Wilson Associates Inc. 50 0.30 MM 1 %% - t00% ° ° ° \�, S. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE 100 0.15 MM 0% - 20% \ 200 0.075 MM 0% - 5% �� r n ,f `, \ 1 '„t l - j `� MANUFACTURED BY ROTONDO OR AN EQUIVALENT 508 420-9792 ! FAX 420-•9795 \ 1 � MANUFACTURER. CONTRACTED FOR: WETLANDS LAND USE PLANNING 9. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING & PERMITTING U� AREA AND BACKFILL WITH MATERIAL AS DESCRIBED I ON ® 4 100�.��� J t ��` 10.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO Drawing Title � s Q /"gyp OPERATE OVER THE LIMITS OF THE SEWAGE DIS- POSAL SYSTEMS DURING THE COURSE OF CON- ` STRUCTION OF THE SYSTEMS. 4" INVERT AT BUILDING 11.50'f <�< !,� ` { , \ 11. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN 4" INVERT AT EXIST. 150q GAL. TANK {IN) 11.25 f ,, c , - / ♦ , CB _) APPROVAL OF THE ENGINEER AND THE LOCAL ��- i J BOARD OF HEALTH. 4" INVERT AT EXIST. 1500 GAL. TANK OUT 11.00'f / 7 y i ' FN D. (OUT) '�" , I L H INSPECTED BY .._ 12.THIS SYSTEM SHALL BE S ECTED AS REQUIRED l Q P 500 GALLON H 20 S `•. 7 PRO P. � TITLE V. PERi4f T INVERT AT EXIST. DIST. BOX (IN) 10.64 t SEPTIC TANK 10.47'� \,. �� 4 13.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY 4 INVERT AT EXIST. DIST. BOX (OUT) A'9 - - / LOT 266 "- ---- TITLE V AND AN AS-BUILT PLAN t,, ` r 0) N) OF THE SYSTEM MUST BE OBTAINED BY THE PL� V INVERTS AT EXIST. LEACHING FACILITY: RELOLCATE AND SLEEVE �� 44, 230� SFONTRACTOR UPON COMPLETION OF THE ABOVE WORK. p CO� 4" INVERT AT EXIST. PROP. WATER SERVICE PIPE - -, = - 1,,1 ) I �� CB � °�� 14.THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE f S � (�\I ti�._�\ 1 (.J !1 �\ A C{\ ,_.I I •I L_.) � DISPOSAL UNIT. 10.35 ,� � LEACHING FACILITY. �^ �., FN D. �' OF �� � - �/ 15.ALL UNDERGROUND UTILITIES SHOWN WERE COM- ELEVATION OF SURFACE ' H M� 7 PILED ACCORDING TO AVAILABLE RECORD PLANS AT EXIST. LEACHING FACILITY 13.50 t PROP. 12.83 x 21 SAS FIELD �� �9� ~- �� , � � �' o� ROBERTA. �� ° ° Scale:1 =20 2-500 GAL. (H-'2O} CHAMBERS DRAKE to AND ARE APPROXIMATE ONLY. SEE CHAPTER 3. , ACTS OF 1963, MASSACHUSETTS GENERAL' LAWS. ELEVATION AT TOP , O CIVIL -�, \, WE ASSUME NO RESPONSIBILITY FOR DAMAGES v No,41642 y OF EXIST. LEACHING FACILITY 11.18'f WITH 2 STONE 9� �o r_ T� INCURRED AS A RESULT OF UTILITIES OMMITTED OR 0 10 20 30 40 50 FEET INACCURATELY SHOWN. THE APPROPRIATE PUBLIC ELEVATION AT BOTTOMo� LEN ENGINEERING DEPARTMENT SHALL BE CONTACTED AS pate: OF EXIST. LEACHING FACILITY 8.35't / CTION {)F WHITE Feb. 15, 2008 ti C B WELL AS DIG.SAFE {PH. NUMBER 1-800-322-4844) Drawing No. S KAD NCE TO BE FND, 16.EXISTING RETAINING WALL TO BE DESIGNED BY OTHERS. Design: A.M.W. OBSERVED GROUND WATER EL. (MOTTLES) N/A REPLACE IT H T RAIL t � Check: A.M.W. FENCE, SHRUBS OR MBIN N Drawn BY:R.D. l Job. No.: 2.1587.00 .. 9/17/09 an ie - i