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0023 WARREN AVENUE
` f�Warv--en, Rve, i . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map pp L � Parce� Application # 061 ,36 b t Health Division Date Issued/p-3d.-/ Conservation Division Application Fee Planning Dept. Permit Fee 38 ' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 23 Warr*-Y% ,Ave , S4&_nn%s (RA Village W'nf-j,S Owner Scorn Address Z 3 Wurrcan Avc. , 14yuntiis Telephone 617 Permit Request n(W" b-A-ccn nn, bcNS nr cx klov-\ W 4 ©�� mas-tc� bcd roam Square feet: 1 st floor: existing t!86y proposed 32.'1 2nd floor: existing proposed Total new .31`f -Zoning District Flood Plain Groundwater Overlay Project Valuation 761000 Construction Type( _bmL Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0� Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes YNo On Old King's Highway: ❑Yes O(No Basement Type: Dull O'Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) 6so Basement Unfinished Area (sq.ft) S,26 Number of Baths: Full: existing Z new I Half: existing new Number of Bedrooms: 3 existing Onew Total Room Count (not including baths): existing -5- new First Floor Room Count �6_ Heat Type and Fuel: OGas ❑ Oil ❑ Electric ❑ Other Central Air: ffYes ❑ No Fireplaces: Existing / New Existing wood/coal stove: ❑Yes JNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 2rexisting ❑ new size _Shed: ❑ existing ❑ new size _ OR �. o-:.. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑r� Commercial ❑Yes 21 No If yes, site plan review# w� Current Use Proposed Use v� r- rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name w'1/1 �(�c'dl L.LG Telephone Number 5y�" �''/�� �jy`YB Address 3-5-6 19 I_an t License # C S — D 778 y 6 C_cn ke" (Y1A D2 63 2 Home Improvement Contractor# 13 6 S22 _ Ea i w WIN N 4.T 1 �c,«+Worker's Compensation # locc-Soo79490 I zo%3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �Za/3 r FOR OFFICIAL USE ONLY APPLICATION# k -DATE ISSUED 'c MAP PARCEL NO. _ f ADDRESS VILLAGE a OWNER DATE OF INSPECTION: FOU_NDATIO_N. - 'Y FRAME F' INSULATION GL S���I` FIREPLACE ELECTRICAL: ROUGH FINAL t . PLUMBING: ROUGH FINAL s • GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t ' 27ze Commonwealth of Massackusetfs Department of Indusbzal Accidentr Office of Investigations .00 Washington Street Bost=4 MA 021If wnw.vza=goWdia Wsrlm rs' Compensafian Insurance AMidavit:BmiderslCa 'ciansOumbers Apflicant Iiiz&rmation Please Pry LeobIy Name (?ra,5Wj& L V C- Address: 35^� �aY.. �.td.e Ge---J-cr- y), 1e �M City/Sla&Zip: Phase#: ~08- fS Are you an employer?Check the appropriate boz: 1_Yl am a to with 4. ❑I tun a general cm raetor and I Type of project(required): i): employer �— G. ❑New camsff<txfion employees(fall andibrpart-time)_* have hired the sub-Coatracbzs 2 ❑ I am a sole propzietor orpartner- listed onihe attached shBet Remodeling ship and bane no employees These sub-otmtractors have 8. ❑Demolition woddng iur me in any capacity. employees and have wo deers' 9. ❑Building addition [No umd rs'comp.insurance: comp.insuranee.I d-j 5. ❑ We are a corporation and its lo_❑Electrical repass or additions req 3.❑ I am a homeowner doing all work officers have exercised their 11-0 Plumbing zepairs or additions myself [No workers'comp. right ofexemptioaper MGL 12_❑Roof insurance required.]t c.152,§1(4),and we have no employees-[No Workers' 13.❑Other comp.insurance required.], *Any ip h mtfttcbedmbm#1=Wa]soMoutthesecdonbelowshmiagdudrvaieW compensationpalicpinformation- 1 Homeowners rho submit this atlidavit indicating they m doing xH v=kmad then h¢e ootside contactors mast submit a near aihds7k indicstiog mwIL rContncmrs that check this boat most attached m addi5nnar shr'et sbosriag the mane of Hoe s cantrsctors mrd stue Whether ornot those eatitieshare employees. If the sab<o=&ctorslose employees,they mustymvide their workers'comp.policymmtber. I nin an employer that isproWdigg nwrkers'compeum ian insarauce far my engAWeem Below is the pa&-j,runt job srfs informatio& Insurance company Name: A x m M-AwJ SAS Cc Policy#orSelf-ins.Lie.#: WC-C-- 5t0- 5C-07CY49 f2Ol3 ExpiratiauDate: Job Site Address: Z 3 Lx3&-rrGn Ave Ci€y/Stateizip: 14yanru s /2A _ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). FaRure 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 imlrisonnumd as well as civil penalties in the form of STOP WORK ORDER-and a fine of up to S250.00 a day against the violator. Be advised that a copy of this statement maybe fm vnwded to the Office of Investigations of 6te DIA for insurance coverage verification. I do hereby certify under the pains andpenaWes ofpedw7 that the inforindion pmt ided'abour is tmw and correct Si Date: ,O e,Z ,3 phone O.&dd use wilyt Do not wrAr in this w-ea,1W be compkted by city ortotm effickE City or Town: PermitUcense# Issuing Authority(circle one): I..Board of health 2.BuBding Department 3.CityfTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone t€: 6 A TYC Guide to Wood Construction im High PY Compbance 1.1 SCOPE Number of Stories(a roof which exceeds 8 ln.12 slope shall be considered a story) st e 2 sto 1.3 FRAMING CONNECTIONS 2.2 ANCHORAbE TO FOUNDATION"'. 5/8'Anchor Bolts,imbedded or 518*Proprietary MechanicAl Anchors as an alternative in concrete only � Bolt general __-- , � Bo�Spaongfmmond�o�tofpbt _'--_.__'-.- _-1�_h��O^ 12r` Bolt Embedment-concrete......................................... .......................................:........... ~^ in.�:7^ Bolt Embedment-masonry....................................... .....:....../............................... in.2�15' Plate\Namher �'__-_'-'_----__----_''',-..(=ig5)------------.-_------�_-3^x3^r�� 3.1 FLOORS � Fl fnsmingmember spans checked ...............................(per TDOCMR Chapter 55)................................... k4aximumRonr Opening Dhnens�n-.---.----'_----(=�u)-----,---'�---''---'--` �ft�1Z _--- FuUHeiQhtVVa||3�dssdF�orOppningsk�s than 2'fn»mEx±mdorVVaU(�gG).-.-.----_.---,--. k4tL)dmilm Floor Joist Setbacks ' Supporting Loadbaahng Waft cvSheanmaD-'_----0�o7l-_--_,.--.--_--.-_----'` ft 5d --_- k8admumCanUovoredFloorJo�� � ' Supporting Loadbearing Walls*Dr Shearwall................ ...............................................`-�.-'ft :5d ---�' Fioorl3rodngad2odvwdls_��.....-.... ............................... yV..............-................................. Floor ....................... -��- Floor Sheathing Thickness ........................................... .....(per/mo -��- Floor Sheathing Fasharfing_.----_----_--_-''.-[[able2)-_9 d nails ot_ 6 in edge in field . . 4'1 WALLS � VVaUHeight ^�'/�� � ' ' and -----_. � �1Cy °~ �"a"=~="�w~.~.-_-^'--_--_-----'-__-_ - _-_�=-- ' ` and Table -''_ ft��2D � '~~' �-~---^^'� ------'�'----�-'--------'-' and ^ ]N� ���24^o� -��- Y7�|Stud ---''-'-__--. y-g10 ame5Y_---'_'_^�x� - . -_-- Wall Story Offsets Spacing --_-_-_'..�'_-_____._-�-(�gs7&8)_-._---.�-.__`_--- � Sd | ' ' . � 4-2 EXTERIOR- Wood Studs �H ��� h� . .�� Loadbeadngv��s_-----'--_.---_---_--[Fab� �'-'__-..---_- --~_ --_ (Table 5) 25�W in. � FuUH ........................ l VVSP,��nRomrLang�____-'�:--..__---__--y'V] n __'__'---_-------- 'Gypsum Ceiling \ 1 ______-_-'_-.__ ����N / -',--..-_-=--�-,� _ '_-��_'---������ �` - '\ __- � and2x4 Continuous Lateral Bna&a @O ft.o.c'- (Fig11)............................................................. or Iz3 ceiling funing strips @16'spacing min.with 2z4blocking @4ft. spacing in end joist or truss bays-,.-_ Double Top Plate Splice Length .................:......................................(Fig 13 and Table G)....................................___ft Splice Connection(no of1Gd common nails)..............(Table G)........................................................._�_ � AFDC Gctirte to Wood Comstruction ih High Wind Areas: 110 nigh 13'ind Zone Massachi:tsetts Checklist for Compliance (790 CYIR5301.2.1.1)l Loadbearing Wall Connections . Lateral (no.of 16d common nails)................................(Tables 7)..................................................... 1- Non-Loadbearing Wall Connections Z i Lateral(no.of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .........................................................(Table 9)..................................aft 6 in.<-11' Sill Plate Spans ........................................................(Table 9).................................. 0 ft,—in. 11 Full Height Studs no. of'studs ............(fable 9) Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans....::.......................................................(fable 9)....:........---.................. 3 ft 6 in.<12 SillPlate Spans......................:....................................(Table 9)..................................—ft—in.5 12' Full Height Studs (no.of studs)....................................(Table 9)................................................. Exterior Wali Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest.OpeningZ ............................................................................ e5 SheathingType..............................................(note 4)................................................. C DX �Z Edge Nail Spacing.........................................(Table 10 or..note 4 if less)......................... 3 in. Feld Nail Spacing .. able 10 .. in. ... Shear Connection(no. of 16d common nails)(Table 10)........ ..:........ ............................... — Percent Full-Height Sheathing........:..........:...(fable 10).._............................................. ....11'o 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).................... Maximum Building Dimension,.L Nominal Height of Tallest Opening2 1 SheathingType..............................................(note 4)..................................................... c2sve '/2 Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................_ S in. FieldNail Spacing..........................................(Table 11).........................................,..........IZ in. Shear Connection(no.of 16d common nails)(Table 11)..............................:......................... _ Percent Full-Height Sheathing.......................(Table 11)............................................:....... EV% 5%Additional Sheathing for Wall with*Opening>6'8'(Design Concepts)_................:.. Wall Cladding Ratedfor Wind Speed?............................................................... ............................................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .................(Figure 19) ............. ft s smaller of 2'or L/3 / Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................. ...(Table 12).......................... - p ff Lateral.................................. ...(Table 12).............................................L= plf / Shear..............................................:(Table 12)............................................S= •plf. _L Ridge Strap Connections, if collar ties not used per page 21'... (Table i......T= pif Gable Rake Outlooker........................................ (Figure 20).............Z_j�ft<-smaller of 2'or L12 ' Truss or Rafter Connections at-Non-Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 14)............................................U= ib. Lateral(no_of 16d common nails)...(Table 14).......................................L= . lb. Roof Sheathing.Type................:..................................(per 780 CMR Chapters 58 and 59).....�'��BLbx Roof Sheathing Thickness.....................................:.................................................�%in.>-7/16'WSP Roof Sheathing Fastening..........:.................................(fable 2).......SC ......Lz.�...>frp(�Ls... -1e,1� Notes: •1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR-5301.2.1.1 Item 1. If the checklist is met in its entirety then the fallowing 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 1 as and Figure 18b 2. Exception:Opening heights of up to 8 f. 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-gr2ide. To: Page 2 04 2 - - -MON MICHGAS-01 SWAINWRIGHT ACORO' CERTIFICATE OF LIABILITY INSURANCE DATE 2810'3' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Rogers&Gray Insurance Agency,Inc. PHONE FAX No:(B�7)816-2156 434 Rte 134 _�° E ' South Dennis,MA 02660 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC f INSURERA:NATIONAL GRANGE-MAIN STREET AMERICA INSURED INSURERB:Associated Employers Insurance Co. Michael Gaspard LLC INSURERC: dba Renovation Specialists INSURERD: 356 Bay Lane Centerville,MA 02632-3308 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE NS WVD POLICY NUMBER N D F MIDD/YYYY LIMrrS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY MPP6672B 5/17/2013 5/17/2014 PREMISES Ea occurrence $ 500,00 CLAIMS-MADE FK OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO LOC LIMff $ AUTOMOBILE LIABILITY accident)SINGLnt COMBINED $ BODILY INJURY(Per person) $ ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON OWNED PR AMA $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESSLIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ WC STATU- OTH- g WORKERS COMPENSATION T 1( ITS ER AND EMPLOYERS'LIABILITY YIN 500,000 B ANY PROPRIETORIPARTNERIEXECUTIVE _ CC5OO5079992O13A 3/6/2013 3/6/2014 E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? NIA E.L.DISEASE-EA EMPLOYEE $ 500,000 (M and story In NH) If yes,describe under E.L.DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL.BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD �e tpai�cn�eo�rzcvealC/a���aac�ccaeCG.7 .-------- ----- ---_..--�_.._._. _ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 136522 Type: Office of Consumer Affairs and Business Regulation s xpiration:j_..8.17201`4_.. Individual 10 Park Plaza-Suite 5170 ri Boston,MA 02116 MICHAEL BENJAMIN GASPARD i! MICHAEL GASPARD? �: �._k 225 Gosnold st Hyannis, MA 02601 Undersecretary Not valid without signature Massachusetts -Department of Public Safety Board of Building Regulations and Standards � Construction Supen isor License: CS-077846 °< MICHAEL B GASY 356 Bay Ln Centerville MA 0-2632 I L. I11 JI' �..�...��Sl Expiration Commissioner 03/23/2014 j i Town of Barnstable Regulatory Services r Thomas F.Geiler,Director . Building Division Tom Perry,Building Commissioner 206 Main Street;Hyannis,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 I, And d r e-W �(7�-r'1 , as Owner of the subject property hereby authorize 1 .1 \ors ra l to act on my behgl f in all matters relative to work authorized by this building petmit Wu-'�Y`Cr V e_ (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 gigaztute of Applicant Print Name Print Name lD k7-013 Date QTORMS:OWNERPERMISSIONPOOL•S 62012 Town of Barnstable Regulatory Services * M Thomas F.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.townbarnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 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 homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A 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) s The undersigned"homeowner"assumes responsibility forcompliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signatare 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 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/certification for use in your community. C:\Usms\decoUWAppDaia\LoeaI Microsoft\Vrmdows\Temponuy Internet Files\Content.0udook\QRE6ZUBNIEXPRESS.doc Revised 053012 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel' pp A 'lication # lL� Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board _ Historic - OKH _ Preservation/Hyannis Project Street Address Z warrcy) ,Ave � 14Ta4n3k rn A Village Owner 1Z jk��, J;c V , Address (.,�_rrejn Ave-, 14!rwhyif s Telephone Permit Request Uc�� 2 Crxn A la L Square feet: 1 st floor: existingsproposed IJJA--2nd floor: existing Iliproposed 100 Total new 8 Zoning District Flood Plain Groundwater Overlay 706 Project Valuation /10 k Construction Type 6_&Mc Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family kr Two Family ❑ Multi-Family (# units) Age of Existing Structure 1 82 Historic House: ❑Yes &No On Old King's Highway: ❑Yes Ao Basement Type: 0"Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 100 Basement Unfinished Area (sq.ft) y89 Number of Baths: Full: existing Z new Half: existing A- new Number of Bedrooms: -3 existing -new Total Room Count (not including baths): existing S new I First Floor Room Count Heat Type and Fuel: dGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 2rNo Fireplaces: Existing g New Existing wood/coal stove- ❑Yes UrNo et E5 Detached garage: ❑ existing -Wnew size Pool: ❑existing ❑ new size _ Barn: ❑ e�isting Cl;�ewsize_ Attached garage: ❑ existing knew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization d Appeal #2011 -02-2 Recorded Commercial ❑Yes UrNo If yes, site plan review # Current Use Proposed-Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Sots- `1S/- 4` YR Address Z25' C=&�M)ek S+- License # -776Yi6 '4 "/C�►1n� D2 60 Home Improvement Contractor# 13256-22 A/C_ Worker's Compensation # _,TCO'7 9tq9D 12011 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE g 12g 20 l l FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER i ? L DATE OF INSPECTION: .r_ FOUNDATIONrMMhdil FRAME i INSULATION " FIREPLACE ELECTRICAL: ROUGH FINAL 4 PLUMBING: ROUGH FINAL r -.GAS: -ROUGH FINAL ,.-FINAL BUILDIN.GI DATE CLOSED OUT ASSOCIATION PLAN NO. ` s The Commonwealth of Massachusetts 1 ; I Department of Industrial Accidents c >? Li Office of Investigations 600 Washington Street Boston,MA 02111 www.mass go v/dia Workers' Compensation Insurance:Affidavit: Builders/Contractors/EIectricians/Plumbers Applicant Information Please Print Legibly Name{Business/organization/Individual):_ (h',C ' ("a-t10010, Address: ZZg C�S►ro�� S City/State/Zip: }'E y Ann`i ' . T� (lea d�1 Phone #: Are you an employer?Check the appropriate box: Type of project(required): 1.[�I am a employer with .3 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on,the attached sheet t 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity., workers.' comp, insurance. g ❑ Building addition [No workers' comp, insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.0Electrical repairs or additions. 3,❑ I am a homeowner doing.all work ... right of exemption per MGL' 1 LD Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t. employees. [No workers' comp, insurance required.] 13.❑ Other 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they am doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: A F 'L Policy#or Self-ins. Lic. #:_ g'Ob1 1419 Expiration Date: 3 p�j 20 1 Z 1 Job Site Address: Z (.1— ern ��t City/State/Zip: th„"S 074 D2bW Attach a copy of the workers' compensation policy declaration'page(showing the policy number and expiration date). Failure to secure coverage as required u4r 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$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the painsand penalties of perjury that the information provided above is true and correct Signature: � /"�• Date SYZq 7-0/ Ph one 6_6S—. zvS 9'YY�j' Official use only. Do not write in this area;to be completed by city or town official.. City or Town: Permit/License# Issuing Authority(circle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association; corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner.of a dwelling house having not more than three apartments and who 'resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,$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 bean employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business ar 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.inio 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-contractors) name(s),addresses)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 Iisted below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that-the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fi11 in the permit/license number which will be used as`a reference number. In addition, an applicant that must submit multiple permit/licease applications in any given year, need only submit;one affidavit indicating current policy information(if.necessary) and under"Job Site Address"the applicarif should write"all"locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proofthat a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog Iicense or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would Irke 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 ladustrial Accidents Office of Investigations 600 Washington Street B,aSton,MA Q2111 Tel. # 617-727-4900 ext 406 or 1-977-MASSAFE Revised 5-26-05 Fax # 617-727-7749 www.mass.gov/dia f Client#:51796 GASPMIC1 ATE(MWDO ACORD. CERTIFICATE OF LIABILITY INSURANCE D8129/011 m THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder!San ADDITIONAL INSURED,the policy(les)must be endorsed.if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Mina Vaughan Rogers&Gray Ins.-So.Dennis PHONE FAX Arc No Ext:508 398-7980 A/C,No): 434 Route 134E-MAIL ADDRESS: P.O.Box 1601 PRODUCER South Dennis,MA 02660-1601 CUSTOMERID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A:Nat'l Grange Mutual Insurance C Michael Gaspard LLC INSURER B:Associated Employers Insurance dba Renovation Specialists 225 Gosnold Street INSURER C Hyannis,MA 02601 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSUBR POLICY NUMBER M6LAIIDCU EFF (MWDp EXP LIMITS A GENERAL LIABILITY MPP6672B 0511712011 05117/2012 EACH OCCURRENCE $1 000 000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $100 000 CLAIMS-MADE l OCCUR MED EXP(Any one person) $5,000 PERSONALBADVINJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS (Per accident) $ NON-OWNED AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ B WORKERS COMPENSATION WCC5007999012011 3/06/2011 03/06/201 WC STATU- OTH AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE E NIA E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE s500 000 I yes,describe under DESCRIPTION OF OPERATIONS below E.L.DfSFA F-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS r LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) "*Workers Comp Information-Proprietors/Partners/Executive Officers/Members Excluded:Michael Gaspard, Sole Proprietor* CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE attn: BldgDept,200 Main St. THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN p ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE 0 198 -2009 ACORD CORPORATION.All rights reserved.. ACORD 25(2009/09) 1 of 1 The ACORD name and logo are registered marks of ACORD #S70561/M68252 MLV Office�7k. lil'f7i'ff" "di'""V�wp License or registration valid for indrv€dul use only j HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 136522 Type: Office of Consumer Affairs and Business Regulation 'l` 10 Park Plaza-Suite 5170 .'° Expiration 8�1/2012. Individual j ' _ Boston,MA 02116 ---------------------- L BENJAMIW�G`ASPARD ; MICHAEL GASPAEtD _ ' __. 225 G,tiosnold st �. A Hyannis, MA 02601 �- Undersecretary Not valid with t s gnature I�Iassac.husc.tts Department ru-tme t f Public Safety .�� Board of Buildin�ly Regulations and Still (I Is Construction Supervisor License License: CS 77846 Restricted to: 00 e _ MICHAEL B GASPARD , 225 GOSNOLD ST a HYANNIS, MA 02601 Expiration: 3/23/2012 ('ununissiuncr Tr#: 22435 F� DELEGATON OF AUTHOIRTY The undersigned record title holder of premises located at 23 Warren Avenue, Hyannis, MA hereby gives approval and authority to Michael Gaspard, General Contractor,to make application in my name for building permit approval and to seek a variance as necessary from the Town of Barnstable Board of Zoning Appeal to permit construction of a two car garage and renovations to the subject premises. This delegation of authority extends to completing and filing the necessary application forms and supporting statements and signing my name thereto on,my behalf.-Mr.Gaspard's authority shall also encompass his appearance on my behalf before the Board of Zoning Appeals to seek any requested relief. Andrew E. Bram,Trustee Date JAFA Realty Trust COMMONWEALTH OF MASSACHUSETTS Middlesex,ss. On this / "day of February, 2011, before me, the undersigned notary public, personally appeared 'Andrew E. Bram, Trustee as aforesaid, proved to me through satisfactory evidence of identification, to wit: - - to be the person whose name is signed on the preceding or attached d ent, and owledged to me that he signed it voluntarily for its stated purpose: a ublic: My Commis n Expires: LEONMW A. FRI O 1 NOTARY PUBLIC � COMMM otf%I$adWWS .Mi►C�rranh�ton Expir�otnlQot2 Im PRO in Doa_ 1 5, 169 s,996 r s7-19-201 1 1 a r- 17 BARNSTAI=?LE LAND COURT REGISTRY 'y GF THE Tp� � i i iy 1 . S HARNSfAHLE. y MASS. ■63g6 - v! Town of Barnstable Zoning Board of Appeals Decision and Notice Variance No. 2011-022 —Andrew Bram, Trustee for JAFA Realty Trust Section 240-11(E) — Bulk Regulations— Minimum Front Yard Setback To construct a garage and deck in the minimum front yard setback; the garage will be 17 feet from the street line and the deck will be 13.3 feet from the street line Summary: Granted with Conditions Petitioner: Andrew Bram, Trustee,JAFA Realty Trust Property Address: 23 Warren Avenue, Hyannis Assessor's Map/Parcel: Map 306 Parcel 173-008 Zoning: Residence B Zoning District Hearing Date:. June 8, 2011 Recording Information: Certificate: C89670 Plan: 17172-C Sheet 1 (Lot 8) Relief Requested and Background: In this appeal, Andrew E. Bram, Trustee of JAFA Realty Trust applied for a Variance to Section 240- 11(E) Residence B District Bulk Regulations —Minimum Front Yard Setback. The petitioner proposed to expand an existing deck, construct a 24 by 22 foot garage and an 11 by 16 foot addition connected to the primary dwelling. Relief from the required 20 foot front yard setback was requested to allow the deck to be a minimum of 13.3 feet and the garage to be a minimum of 17 feet from the street line. The subject property is located at 23 Warren Avenue, Hyannis, MA as shown on Assessor's Map 306 as parcel 173-008. It is in the Residence B zoning district. Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on April 12, 2011. A.public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 8, 2011, at which time the Board found to grant the variance requested subject to conditions. Board Members deciding.this appeal were Board Chair, Laura F. Shufelt, Craig G. Larson Alex M. Rodolakis, Brian Florence, and George T.Zevitas. Michael Gaspard, General Contractor, represented the Applicant before the Board. Mr. Gaspard explained the shape of the lot only allowed for an addition to the house on the northern portion of the property. He stated that the garage was sized to accommodate a parking space to the north and that the driveway is of sufficient length to ensure vehicles will not encroach on the right-of-way. The Applicant, Andrew Bram, was present and was informed by the Board that he was maintaining a fence within the Town right-of-way. Mr. Bram stated he understood it was an encroachment and that he could not hold the Town liable for any damage or removal of the fence. Public comment was requested and no one spoke in favor of or in opposition to the request. Town of,Barnstable,Zoning Board of Appeals—Decision and Notice Variance No.2011-022—Minimum Front Yard Setback—Andrew Bram,JAFA Realty Trust Findings of Fact: At the June 8, 2011 hearing, the Board made the following findings of fact: 1. In Appeal 2011-022, the Andrew Bram, Trustee of JAFA Realty Trust, seeks a variance from the required 20 foot front yard setback to expand the existing dwelling by adding a two-car garage and an expanded deck, along with approximately 170 square feet of living area. The garage and deck will encroach into the required front yard setback area. The garage will be set back 17 feet from the street line and the deck will be set back 13.3 feet from the street line. 2. There exist circumstances related to shape and topography of the land and structures located at 23 Warren Avenue, Hyannis, and especially affecting such land and structures, but not affecting generally the zoning district in which it is located. The lot resulted from the subdivision of a former railroad right-of-way and is especially narrow in width. 3. A literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise to the petitioner. The narrowness of the lot and the location of the access provide the Applicant limited options for a garage addition. 4. The relief requested may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. The plan proposed by the applicant ensures that any additional vehicles parked on-site will not encroach into the right-of-way. The vote to accept the findings was as follows: AYE: Laura F. Shufelt, Chair, Craig G. Larson, Alex M. Rodolakis, Brian Florence, and George T. Zevitas. NAY: NONE Decision: Based on the findings of fact, a motion was duly made and seconded to grant Variance No. 2011-022 subject to the following conditions: 1. This variance is granted to Andrew Bram, Trustee of JAFA Realty Trust for the construction of a two-car garage that will be 17 feet from the street line and a deck that will be 13.3 feet from the street line. 2. The addition shall be constructed as per the plans entitled "Site Plan of 23 Warren Avenue Hyannis_prepared for Andrew Bram" drawn and stamped by Down Cape Engineering, Inc, dated February 23, 2011 and revised April 1, 2011, and with corresponding elevations and floor plans. 3. There shall be no second story on the addition without further relief from this Board. 4. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of building permits. The rights authorized by this variance must be exercised within one year, unless lawfully extended. The vote was as follows: AYE: Laura F. Shufelt, Chair, Craig G. Larson, Alex M. Rodolakis, Brian Florence, and George T. Zevitas. NAY: NONE 2 I Town of,Barnstable,Zoning Board of Appeals—Decision and Notice Variance No.2011-022—Minimum Front Yard Setback—Andrew Bram,JAFA Realty Trust Ordered: Variance No. 2011-022 has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. Laura F. Shufelt, Chair Date Signed 1, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County,Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decisio has beenAled in the office of the Town Clerk. Signed and sealed this �r`1 day of ® /ur-der the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 3 � T � town of Barnstable Bt HAS& Assessing Division 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION April 14, 2011 RE: Adjacent Abutters List For Parcel: 306-173-008 23 Warren Ave Bram TR of JAFA Realty Trust As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. ( � l4 I Board of Assessors Town of Barnstable Attachment Q:\Assessor's New Data—\ABLTTI'ERS CERTS\23 Warren Ave 2 306-173-008.DOC Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '306173008' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 55 Close Map &Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip NDERSON, 306140 ARONALD NDERS F, R&B ANDERSON 78 CHANNEL POINT HYANNIS, MA USA 8416/155 TRUSTEE REALTY TRUST ROAD 02601 ' KLAUSER-DEAN, t ANDOVER, MA j 306141 DEAN, CECIL& JEANNE 18 GRAY BIRCH RD' 01810 USA 18416/1511 i ALHEIM, CURTIS C BALLSTON LAKE &A PATRICIA 136 WESTSIDE DR NY 12019 20801/226i 306142 MATEJKA LADISLAV C/O ABN AMRO 2600 W BIG BEAVER 306143 MORTGAGE GROUP RD &GUDRUN TROY, MI 48084 USA 7258/036 i INC i 306144 MASON, PEGGY ANN 189 BREAKWATER HYANNIS, MA USA 10199209 SHORES 02601 LAPSLEY, GREGORY 15 ROCKY RIDGE DENNIS, MA 306145 D &DONNA E ROAD 02638 24342/194 306146 HENNESSY, 3 INDIAN CREEK RD MEDWAY, MA 21308/339+ MARGARET M 02053 I 306155 SOMMERS, EVELYN 111 BREAKWATER HYANNIS, MA USA 6694/208 i F SHORES DR 02601 306156 BABINE, LAWRENCE 123 OAK KNOLL RD CARLISLE, MA 14884/152 1 306157 MADAUS, SUSAN C 20 FISKE ROAD LEXINGTON, MA 22871/175I 02420 306158 GRAM, FRANCES 426 MAIN ST., UNIT WALTHAM, MA 23288/224 i 6 02452 424 NEWTON 306159 GITLIN, BERNARD COMMONWEALTH CENTER, MA USA 1674/37 I AVE 02159 KOSAKOWSKI, ASHBURNHAM, 306160 STEVEN J & 165 HOSLEY RD MA 01430-1676 22066/217 BRENDA L 306161 BARRETT, PATRICIA 180 LISLE ST AINTREE, MA 02184 20712/1351 SHAMBURG, 117 NORTHWEST PLAINVILLE, CT 306162 FREDERICK M & DRIVE 06062 24706/248I LISSA J 306163 MCGLYNN, PAUL D 97 LONGHILL ROAD DENNIS, MA 24118/298 I 306164 RODS, MIRIAM G 108 BREAKWATER HYANNIS, MA USA 9953/268 SHORE DR 02601 18 HALLWOOD CHESTNUT HILL, 306165 CARPENTER,ROBERT] ROAD MA 02467 USA 18023/199� 306166001 HELRING,JOHN J & 1906 SANDERSON SCRANTON, PA USA 3994/108 E MAUREEN AVE 18509 306166002 BANTA, ANTHONY M 84 BREAKWATER HYANNIS, MA USA 6944/228 &ELAINE E SHORES DR 02601 BERKOWITZ, 64 BREAKWATER HYANNIS, MA 306167 MARVIN D B SHORE DR 02601 USA 4493/210 FLORECOHEN, PAUL E& 30 CHESTNUT AMHERST, MA A i,, 306168 ANNE M STREET 01002 USA 8307/247 30E169 SETIAN, GABRIEL G 5 BENCLIFFE CIRCLE AUBURNDALE, USA 3279/100 MA 02166 i 306170 GASPARD, MICHAEL MICHAEL&DONNA 225 GOSNOLD HYANNIS, MA 24671/247 j &DONNA TRS GASPARD TRUST STREET 02601 SILVA,THOMAS & WILBRAHAM MA 306171 AURORA THOMAS, MARIA 2 GLENN DR 01095 USA 4164/112 I 306172001 CAREY, DENNIS M CAREY,JEANNE S P 0 BOX 1 HYANNISPORT, USA 3747/267 MA 02647 306172002 CAREY,JEANNE S PO BOX 1 HYANNISPORT, USA 3871/348 MA 02647 306172003 CAREY, DENNIS M 658 SCUDDER AVE HYANNISPORT, USA 3871/349 MA 02647 306173001 HYLAND,JANICE& 91 HARBOR RD HYANNIS, MA USA C150358 GRANBY,ALAN 02601 306173002 DOW,JOHN FERRIS HAUDENOSAUNEE 50 DRUM HILL RD CONCORD, MA USA C137010 TR NOMINEE TRUST 01742 306173003 KEANEY, MARY K ET 63 HARBOR ROAD HYANNIS, MA C157408 ALS 02601 306173004 MCMANUS,JAMES P 7 PIER 7 CHARLESTOWN, C191457 MA 02129 306173005 BARTLETT, DAVID S 84 HARBOR RD HYANNIS, MA USA C147603 &CAROL A 02601 PATOUCHEAS, 29 OLD BEDFORD MA 306173006 ELIAS &OLGA STAGECOACH ROAD 01730o C190377 BRAM,ANDREW E BELMONT, MA 306173008 TR JAFA REALTY TRUST 15 EMERSON ST 02178 USA C89670 306173009 SMITH, DONNA A& 40 CARL AVENUE HYANNIS, MA C183539 RAYMOND G 02601 306173010 MULKERN, DIANE 31 RUSTLEWOOD MILTON, MA USA C135151 RD 02186 306174001 MILNE,J GREGORY 49 HARBOR RD HYANNIS, MA 10825/050 02601 W 306174002 MILNE,J GREGORY P 0 BOX 650 HYANNISPORT, USA 9360/071. MA 02672 306174003 BURNS, RICHARD 850 WASHINGTO.N E WEYMOUTH, 13640/052 ST MA 02189 306174004 NAPPA, CAROL M TR CAROL M NAPPA 10 341 ARLINGTON WATERTOWN, 24938/289 REV TRUST STREET MA 02472 306176 ODONNELL, ROBERT BLAKE GAIL 20 HARBOR RD HYANNIS, MA 15796/130 E&BARBARA F& 02601 ORLANDELLO, LYNNFIELD, MA 306177001 ANTHONY L& 33 WILDEWOOD DR 01940 USA 18695/205 MARYJANE BISCHOF, JAMAICA,VT 306177002 JONATHAN M & PO BOX 233 05343 13127/232 ELYN M DINATALE, DAVID& CANTON, MA 306178 O'BRIEN, ANN PLO NOMINEE TRUST 15 ROBBIN ROAD 02021 23374/181 MARIE TRS FORNOS, EST OF C/O HAMMOND, WATERVILLE 306179 JAIME TR MARLISE P 0 BOX 206 VALLEY, NH USA 7399/192 03215 '0 MAHAN,JOHN J TR 48 BREAKWATER HYANNIS, MA USA 11044/117 SHORES DR 02601 i 306225 ONEILL, LAWRENCE 3 RINDGE RD BEVERLY, MA 21179/182' J III &MAUREEN S 01915 306226 SNYDER, DONALD P -DONALD P SNYDER 119 BREAKWATER HYANNIS, MA 23297/305 TR . FAMILY TRUST SHORES DR 02601 306227 SNYDER,DONALD P DONALD P SNYDER 119 BREAKWATER HYANNIS, MA 23297/305 TR FAMILY TRUST SHORES DR 02601 MCLAUGHLIN, 716 N ABINGTON CLARKS 306228 JEFFREY E& SUMMIT, PA 16186/067 MAUREEN H . RD 18411 306243 MARINO, RICHARD 47 LIGHTHOUSE LN HYANNIS, MA 20707/220 M &ELIZABETH L 02601 306244 ROGERS, MARILYN 24 LIGHTHOUSE LN HYANNIS,MA USA 1580/287 P 02601. 306245 ROGERS, MARILYN P 24 LIGHTHOUSE LN HYANNIS, MA USA 6084/199 02601 HAMMOND, WATERVILLE 306249 MARLISE D P 0 BOX 206 VALLEY, NH USA 2174/232 03215 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 4/12/2011 . I LEGAL =NOTC .S 'TOWN OF f3ARNSTABLE'� - "ZONING BOARD OF.APPEALS NOTICE OF PUBLIC;HEARINGS `UNDER THE ZONING:ORDINANCE j MAY 11,2011 5To all persons-interested ih or,affected by the actions of the 1 ;Zoning Board.of Appeals you;are hereby,:noified pursuant 6,Section;=11 of.;Chapter 40A of'the General:.Laws.;of the ,=j mmonvtealth of.Massachusetts,end-all amendments fhareto,'. Co that zk pubiiolieanng on the foI Wng.appeais wiltbe held on May 11 2011 a3fhe time mdreated 7 00 PM ._Appeal No 2011-022 Ardraw-E.Brain Trustee of JAFA Realty Trust . Andrew L Bramr.Tnistee of JAFA Realty:Crust has applied fora Variance te`Section'240-11.E Residence B:Dishict-.Bulk i '.Regulations`=Minmum:Front Yard Setback The applicanCas, i proposing to expand an existing deck construct a 24 X 22 square footgarage and a 71X 16 square fpot addition`connected.to the primary dwelling The'apphcant,requests relief:from the:required -.20 foot front.yard setback to allow the deck to:be a minimum of. 13.3 feet and tfie garage to be a minimum of17:.feetirom the street Gne The property is located at 23`Warren Avenue Hyannis MA- as shown on Assest6es.Map 306 as parcel 173-008 Itis in the Residence Boning district �- ese:public hearings_will be_held at the.Barnstable Town-. Hall 367._Main Street,:Hyannis, MA Hearing Room;. 2nd Floor,Wednesday May:11 2011 _;Plans and apphphons be reviewed at the-Zoning 8oariT of Appeals Office, *Growth =; Management Department Town:.Offices 200 Main Street Hyannis.MA Laura F Shufelt Chair . TOWN OF BARNSTABLE Zoning Board ofAppeals ZONING LS The Barnstable PatnoY:: OTiCE OF U8 C HEARIOF NGS 40122 akApn129,2011 UNOER THE ZONING ORDINANCE,; To'.ail persons anterested in or affected by the actions of-the Zoning Board of Appeals;:you.are,hen by notified,.pursuant i to Section 11 of .Chapter 40A of.the:.Generaf.Laws:of the Commonwealth of,Massachusetts,and all amendments thereto; thaf:a:pubhohearing on the following appeals will beheld on May 11 2011 at the time indicated: 7 00 PM .:Appeal No 2011 022 . Andn w E Brain Trustee o AReaIty,T-rust Andrew E.Brain Trustee of JAFA Realty Trust has applied. for,a,Vadance to Section.240-11.E Residence..8 District Bulk.' Regulations Minimum Front Yard Setback The applicant is: proposing to expand an existing deck,construct a 24:X 22 square_ foot garage and a;1:1'X. square foot.addition connected to the Primary dwelling..:The applignt iequests.iElief iron the required' ZO foot front yard setback to agow the deck to be a minimum of.= 13.3 feet and the garage to be a minimum of 17 feet from the street tine'The property is located at 23 Warren Avenue,Hyannis,MA As shown.On.Assessor's Map 306.as parcel 173-008..It.is in the, Residence B zoning district.: L. These public.:hearings will be held at the Barn stable Town. .I Hill,!.367 Main Street, Hyannis, MA, Hearing.Room,:2nd . Floor,Wednesday,May 11.,2011. Plans and:applications may be reviewed atgthe Zoning.Board,of Appeals Officeaj..Growth Management. Department, Town i ces .200 Main Street Hyannis, yannis MA .:,... 5.... Laura F.Shufelt,Chair . r Zoning Board of Appeals The Bamstable Patriot ... April 22 and.Aprif29,2011 Town of Barnstable �ermit t� # coos of r� w p� Expires 6 months m issue t— Regulatory Services Fee `� BAY.NS esi.J, MASS. $ Thomas F. Geiler,Director A iDlFn try Building Division 1 )s ►)/ Tom Perry, CBO, Building Commissioner V 200 Main Street, Hyannis,MA 02601 www.town.barnstab le.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION -- RESIDENTIAL ONLY Not Vaiid without Red X-Pr s Imprint 'Map/parcel Number q0 V Property Address Residential Value of Wor ®� �(O Minimum fee of$35.00 for work under$6000.00 Owner's Name &Address &49�"12 Contractor's Name 'Telephone Number Lo ll Home Improvement Contractor License#(if applicable) /r (Q = a 1 _ 98 Construction Supervisor's License#(it applicable) ❑Workman's Compensation Insurance Check one: TOY1 ! OF BARNSTABL ❑ 1 am a sole proprietor ❑ I am the Homeowner y I have Worker's Compensation Insurance Insurance Company Name Workman's Comp. Policy# � '" ���l 22(r �3 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to� ❑ Re-roof(not stripping. Going over existing layers of roof) ❑.Re-side #of doors ❑ Replacement Windows/doors/sliders. U-Value (maximum .44)#of windows 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License& Construction Supervisors License is required. / Z1, /z A SIGNATURE: 01 Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 070110 The Commonwealth of Massachusetts I Department of Industrial Accidents I > Lt. f t Offtce of Investigations I ;i►i,dbs t '600 Washington Street ' Boston, M4 02111. www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual) ; 7 Address: F x City/State/Zip: Phone71 Are you an employer?Check the 9ppropriate box: Type of project(required): 1. -a employer with- 4. ❑ I am a general contractor and I 6. ❑New construction - employees(full and/or part-time).*.. have hired the sub contractors 2:❑ I am a.sole proprietor or partner- listed on the attached sheet.`$ 7`• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance. '5. ❑ We are a corporation and its y required.] officers have exercised their ]0.❑ Electrical repairs or additions 3:❑ I am a homeowner doing all work' right of exemption per MGL I LE1 Plumbing repairs or additions myself. [No workers' comp. c, 152, §1(4),and we have no 124of repairs . insurance required.]t employees. [No workers' comp.insurance.required.J 13.❑Other *Any applicant that checks box#I 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 their workers'comp.policy information. 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,#:' '- 4xpiration Date: Job Site Address: . City/State/Zip: ZIA Attach a copy of the workers' compensation policy declaration page (showing the policy num10and expiration date). Failure to secure coverage as required under Section 25A of MG,L 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. , I do hereby certify,under the pains a penalties'of perjury that the information provided above is t,'e and correct. Si ature: Date; Phone.# �t 0 .—/7cw Official use only. Do not write in this area,to be completed by city or town offzciaL 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: Phone#: 1 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 licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required.", Additionally,MGL chapter 152, §25C(7)states."Neither the commonwealth nor any of its political subdivisions shall enter into any 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 enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly.. The Department has provided a space at the bottom of the affidavit for you to.ftll out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure,to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit.. The Office of Investigations would like to thank you,in advance for your cooperation and should you have any questions, please do not hesitate to give 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 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax # 617-727-7749 www.mass.gov/dia Town of Barnstable Regulatory Services • uxxsresc.� q ' M.Ass. Thomas F. Geiler,Director prFo � Building.Division Tom Perry, Building Commissioner 200 Main Street,Hyannis,MA 02601. www.town.barnstable.ma.us + Office: 508-862-4038 Fax: 508-790-6230 Property Owrier 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 application for. (.Address.of Job) Signatur Owner Date' x0ad'crG( yl.. Print N If Property Owner is applying for permit please complete. the Homeowners License Exemption Form on the reverse side. r Town of Barnstable f o H CIIE ropy o Regulatory Services BA S Thomas F. Geiler, Director MASS. Building Division . �PrfD ° Tom Perry, Building Commissioner 200 Maiti Street, Hyannis, MA 02601 - www.town.b arnstable.ma.us Office: 508-962-403 9 . Fax: 508-790-6230 HO)-E0WNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 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 homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. r DEFINITION OF BONTEOwNER 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 constmcts more than one home in a two-year period shall not be considered a bomeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Budding 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, bylaws,rules and regulations. The undersigned "homeowner"certifies that,he/she understands the Town of Barnstable Building Department minimum.inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature 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 states that "Any.homeowncr performing work far 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 sur h Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assurmng the responsibilities of a supervisor(see Appendix Q, Rules&Rcgblations 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 x licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her respon.6bilitics,many communities require,as part of the permit application, that the homeowner certify that hc/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 forin/certifirition for use in your community, Massachusetts-Department of Public Safety Board of Building Regulations and Standards Con"struction;Supervisor License License:,CS 34718 F r' Restricted to _00 ,1 HOMAS A 4HILCH 1.EY/ Y 82 OLD CHAT-HAM Rp: "HARWICH, MA 02645 { Expiration: 9/19/2011 t (;ommissiorier a Tr#: 5376 i 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: . Registratiom 10649" Type; Office of Consumer Affairs and Business Regulation Expiration: 3 12• IndWual 10'ParkIPlaza-.Suit_e 5170 Boston,MA 02116 , THOMAS A.HILOf fT THOMAS HILCHB 82 Old.Chatham Road i HAWi CH,MA U2645 ' Underseereta"ry Not valid without signature „ AR WCIP Liberty ISSUING OFFICE 181 1V utum- Workers Compensation and INFORMATION PAGE Employers Ua Mty Policy ACCOUNT NO. SUB ACCT NO. Liberty Mutual hmarrce Getup/Boston 1-329413 0000 UIBERTY MUTUAL FIBS IIWSURANCE Co 1606 POLICY NO. TD/CD SALES OFFICE CODE SALES CODE N/R. 1ST WC2-31S-329413-020 XX X WESTON 102 REPRESENTATIVE 3000 2 YEAR ASSIGNED 12001 Item 1.Name of THOMAS HI LCHEY Insured FEIN 03-1449294 Address 82 OLD CHATHAM RD RISK ID 049214 HARWICH,MA 02645 Status 01-INDIVIDUAL Other workplaces not shown above: SEE ITEM 4 Mo.Day Year Mo.Day Year Item 2.Policy Period From 03-13-2010 to 03-13-2011 12:01 AM standard time at the address of the insured as stated herein. Item 3.Coverage A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3A.The limits of our liability under Part Two are: Bodily Injury by Accident 100,000 each accident Bodily Injury by Disease 5001000 policy limit Bodily Injury by Disease 100,000 each employee C. Other States Insurance: Part Three of the policy applies to the states,if any,listed here: SEE END WC 20 03 06A D. This policy includes these endorsements and schedules: SEE EXTENSION OF INFORMATION PAGE Item 4.Premium-The premium for this policy will be determined by our Manuals of Rules Classifications Rates and Rating Plans. All information required below is sub'ec t to verification and dean a by audit. Premium Basis Rates LI E 110 Per$100 Estimated Code Estimated of RE- Am ua1 Classifications No. Total Ammal Premiums muneration Premiums SEE EXTENSION OF INFORMATION PAGE Minimum Premium $ 500 (MA ) Total Estimated Annual Premium $ 9,271 Interim adjustment of premium shall be made: ANNUAL This policy,including all endorsements issued therewith,is hereby countersigned by Anthmiaed Remwentative Date 03-10-10 Lm.Code Term.'Oper. Audit Basis Periodic Payment Rating Basis Pol.RD. Home State Dividend RENEWAL OF: 03-10-10 NR MA WC2-31S-329413-029 OPO 4030 RI Copyright 1987 National Council on Compensation lizurance wC 00 00 01 A Insured Copy Co ss.74' - N q M 2,(p t nA l9 l / ,54.z3 ' owr7er~: F,: u/ Orouir-7 Y.9AitV swaww o,V rAVAC O4,4At/ /8 40CAV rOV o v Tk@ CFIOOV.vb scar -.saws*$ "AOZ?00A/ A,vD 7'"O*r iT 420�5 G4.vvOC�N 7n T.NLA•� STABL�. A'p �Y LArva d rs✓� �''b1M.V off` _. so i � d r a Ot-ouir7 d 4 �-t i TO�PT QF BARPTSTABLE , /,Permit No - Bwlding Inspe#ctorfw .++. I r' D6UST�8L y .'[ t a ,1 d }- 9 t J�#ri Cia$11 17 ` DA06 �OCCU;PAM Y PERM 1T -Bond No ,building•nor structure shall.be{erected,and:nowand, building or.structure efiallrbe� used -for a new, dill ergiit, changed,�`or. enlarged use 'without a .Bulldlhg Permit"theiefor ; first having-been obtained from the Building;Inspector:No'bu lding shall,be occupied ntil'a' ' rt certificate.`of occupancy h'as been issued by;;the;Building Inspector " Issued to Cir'�$�'lyn .Real ty,Trt���tt',f a;Address`~ \' ' {t . y ,Lot: #8 23 Warren A;venue,;,: Elyannis,- t Wiring Inspector I j � J ~ � -'�tic`�' ( Inspection date .''Plumbing mspectoi �' �.i _ Inspection elate " . Gas Inspector C)"s�L L ��,. tl (' C�' ggspectidn'date. T"d/n• 'r , XEnginee in' D'ep xltmie t -- �r 1 /` Inspection date THIS,PERMIT WILL, NOT`BE' VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL` SIGNED BY 4HE ,,BUILDING..INSPECTOR,-UPON° SATISFACTOR'k'-COMPLIANCE"$` iTffi"'T6WN� ` f•"."` REQUIREMENTS. Building Iiispectoi _ • 2- ,t»rt >< r �..+• .fit{".n�R.. i :'� ."' .l t. ^,x L3 -' 's map and lot number :,. � ypi THE Sewage Permit number ....... . • a Hduse number ., INSTALLED I ,IS-0 MA TH TITLE 'OWN OF BARNST ENTAk i t BUILDING INSPECTOR F APPLICATION FOR PERMIT TO ....,... -4 ..... ..... . .. ........ ... ....... .......... TYPE OF CONSTRUCTION ........ �...,.............................................................. ............. ..... ......19 � t,� TO THE INSPECTOR OF BUILDINGS: The undersigned Q ��h``er--eby applies ffo'r`a permit according to the following information: Location ........1G�3-.:t....... !.f/�/Z.12�711 �lv�.......... ?�i✓,(f.�/! C ............................. ................................... Proposed Use ... ..... . ..... . ....... .. ....... .................................................................................. ... . .. . .. .. i Z oning District ................... ................ ..... .. ................`........Fire District ................. ��L r 7 .......Address �+./� ..Name of Owner .. /Jr3.... . .� Name of Builder ........ . .. . . ..... .. . .......... .. . ..........Address ....................................... Nameof Architect ...... .......... ...... . .................................Address .................................................................................... F Number of Rooms .................... . .................Foundation .. . Exterior ..... .rt�,t ........... .......................Roofing .................. .... . ... ..... ... .. Floors ............ ........ .......................................Interior ............... '............. ........... 4............................ Heating ... <'[tom...... ... ........................... ............. .Plumbing ............... ... ...... ��+i .............................. ..... Fireplace / Approximate Cost..................... . 1 .............. Definitive Plan Approved by Planning Board ________________________________19________. Area ® S. ......................... ..... ........... Diagram of Lot and Building with Dimensions Fee ....a.... , J ... SUBJECT TO APPROVAL OF BOARD OF HEALTH r O I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . ...... ....... ...... HAMLYkL REALTY TRUST ......... One S ry239 .I Peimit for .................................... Single Family Dwelling . ............................................................................... Lot #8 23 Warren Avenue Location .........;...................................................... Hyannis ....................**,*""****,***"*",*""*,*,*"**,*"",*,*,.I•.......... H.a.m.l.y.n..,.R.eal.ty....Tr.u.s.t. .. ....... .... .... .. . .. Type of Construction Frame................................. ....... ............................................................................... Plot ..;.......................... Lot. ................................ February 18, 82 Permit Granted ..................19 Date of lnspectior;Z7�?.-S,62 ..............................19 Date Com leted ..............................19 PERMIT REFUSED ................................................................ 19 .................. ...... ........................................... ................... .................. ............................................ . .................. *) .............................. Approved .......................................... 19 ................. ............................................................. ................ . /Ab Assessor's map and lot number .... ..... .... ... .... Sewade Permit number ....... ........................ MARNSTABLE, MABfi ....... ........ ...........Ise number ......................................... 1639'MAY A,- TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........ ......................"1.-........... TYPE OF CONSTRUCTION .................. .......................................... ............. Z........19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......... .......... ....... ................................................................... ... .. Proposed Use .......44"'tmilo....... .............. ............... ..................................................................... oil ZoningDistrict ...........................................I.............................Fire District .............................................................................. Al) Name of Owner .... .......4 ..Address Zr�. ....... ..................... ............... .. ........ Name of Builder .....111.4.;V.,...-�...:!. ....Address... ..................................................................................... V*--, Nameof Architect ........................................Address .................................................................................... Number of Rooms ..................... ...................Foundation ............... Exterior .......7!A ...4.—� A10 . ........ .................Roofing .......... . .... . .. . ............... Floors ........................... ...... `.....Interior A,r.................................�erior ......... ... . ............................. HeatingPlumbing, .............. ........ ................................... ...............:............... Fireplace ................. .... ............ Approximate Cost ....... ........................................................ Definitive Plan Approved by Planning Board --------------------------------19--------!1V Area .......................................... Diagram of Lot and Building with Dimensions t Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 4 ry I hereby agree to conform to all the Rules and Regulations of the Town of BarnstablIi regarding the above construction. Name ..., ?1a"n ........ A ).......... ............ HAIALYN REALTY TRUST A=30�5-173-8 �A;=t . One S�/m z�No � Permit for _ .Single rami ' . Lot #u Location ______ ` _ . annist _ Hamlyn. Realt Trust , uvvne, .................. I yj Type of . ' ................................................ P| Fe 82 Permit Granted ` ' ' u".e o. ". Date C. . ' --------' ' ....................................... ........................................ --- — --' ^ ' ^r ' � «�~~~ ' -------,]y_~. ........ .................................... ' ---~~~^—~—' -----~``^—'—'^^^— . »r _ y Approved ---------------- lg ' -------------'-----'—^-----'' ------------------------'—^' | �� � � 7 October 18,' 1g63 Board of Selectmen Town of-Barnstable Hyannis. llassachusetts Ross Section Q. Paragraph 5(b) of the Town of 'Barnstable Zoning By-lams, mantle s ' 2 hereby request the Board of Selectmen to 'institute proceedings to enjoin Mr. and Mrs. John Fulton of Popponesset Road. Cotuit from using their., or his, dwelling as a two family dwelling and to discuss what legal action, if °any, should be taken .against;the Wilder.. Also, to institute proceedings against ticzhard Washington to enj®in. the use . of the garage located can his property Qn Old.Colony Ro d, Ryannis as a carpenter and storage shop. What legal action. f.,WW, should be, taken against the-buildert, Also, to institute.prod 5tng „tca eri di �g3 x cis�3. ®' ,', .13iiik r , Shiresoadz u� e t and adv ,. .,.� , T,{�',i At this, time I would also like to request `the-proper form to be used .for. sign permits and the amount of fee t6 _charged for these permits. Respb;4,ta 1y .requested, Herbert DStringer Buldin Inspector HDS/gr a 4 °r�w#h».ati� .V �Gr?�*�,v+�.�.1� .�'°" �.aL`zsk�!'2 f'a"�!W'•,yl�y.cy a ee�s`t Mgr �x �y H+,�,., M'"� a r..,e ri r-'� to,' c 1 ., Ail '.n� Im�h° MICHELE G .~~a:tt.,s, CUDlL0 EO �dl f�f EXPOSURE B WIND ZONE: �j/ '•L Q�� ��"a� ° No.34774 n / � rz: 2 3 - U STRUCTURAL 0 6l' N��NNIS M� AF kfist � �� ► of � � n .. ..« .....e.is Y' Wind Speed (3-second gust).........................................................................................................110 mph WindExposure Category.........................................................................................................................B Number of Stories .............................................................. (Figure 2)............... 1 stories <_2 stories RoofPitch ........................................................................... (Figure 19) ............................6 j? 5 12:12 MeanRoof Height .............................................................. (Figure 2)..................................G33 ft. <_33' BuildingWidth, W ............................................................... (Figure 4).....................:...........`�ft. 580' BuildingLength, L (Figure 4) 3 ft. <_80' BuildingA Ratio Aspect (L/W) ............................................... (Figure 4)................................. 3.0:1 General compliance with framing connections?.................. (Table 2)........................................................ Type of Foundation............................................................. (Figure 5)................................. Foundation Anchorage Proprietary Connectors Uplift. ......................................................................(Table 3).....................................U=217 plf Lateral.....................................................................(Table 3)......................................L=�Pff Shear...................................................................... (Table 3).....................................S=27.5 plf 5/8"Anchor Bolts BoltSpacing........................................................... (Table 4).............................................OP in. Bolt Embedment.................................................... (Figure 5)............ . . .... 2 in. 7 . �.. Washer Size........................................................... (Figure 5)............. in.x- in.x-41 thick Floor framing member spans decked?::::......................... (IRC:or WFCM................... ......_.................... _ Maximum Floor Opening Dimension ............................... (Figure 6)........................ .........=ft. :512' m Maximum Floor Joist Setbacks (' Supporting Loadbearing Walls or Shearwall.:...............(Figure 7)...................................... ft. _d Maximum Cantilevered Floor Joists r Supporting Loadbearing Walls or Shearwall ...(Figure 8)............. .... ........... ft. 5 d Floor Bracing at Endwalls.... ............ . ............................... (Figure 9).................... .............................. Floor Sheathing Type.............. ......................................(IRC or WFCM).... Floor Sheathing Thickness. .....................a. (IRC or WFCM) .3 in. Floor Sheathing fastening..................................................... (Table 2) .. ... ...... . .�?.k �:.,�?�?1:... _ Wall Height Loadbearing Walls (Figure 18) ..8 ft. < 10' Non-Loadbearing Walls................................................ (Figure 10).............................. Wall Stud Spacing,... .... (Figure 10) .. in.:5 24" o.c. Wall Story Offsets ................ ...:........................... .............(Figures 7-8)........ ....I................ .. in. 5 d Wood Studs Loadbearing Walls able 5 - i n. Non-Loadbearing Walls ................ (Table 5) 2x - ft.Q in. ry4.; frv. } ,�L v�J..n�yCr1 n�ia.' LRSpyc.+r.. y r✓; r a S xh°�' "Y2` Z 2?4'"�x 1 ,i: ' t n1n C '>°5?;"•,r,� '�4' ayvr` 2p'. �L:. x .A�'-_t{ OF IN SS9Oti 0 �POSIiRE B WIND ZONE 23 2�'►J t' MICHELE G ° No.34774 � 2 of raSgiggE d ails WSP Attu ength................................................. (Figure 11)............................... — ft. z W/3 Length................................................. (Figure 11).............................��ft. >_0.9W �; M.E Splice Length ...................... (Figure 13) `.,r� Splice Connection(no. of 16d common nails) .............. (Table 6) ..................................................8 Loadbearing Wall Connections Uplift. (proprietary connectors)...................................... (Table 7) U = il Lateral (no.of 16d common nails) ................................ (Table 7)................................................ Non-Loadbearing Wall Connections Uplift. (Proprietary connectors)...................................... (Table 8).....................................U =-L6j lb. Lateral (no. of 16d common nails) ................................ (Table 8)................................................ Wall Openings Header Spans.........................................................I..... (Table 9).........................t�3 ft. =in. <_ 11' Sill Plate Spans............................................................. (Table 9).........................4L"-j ft. —in. <_ 12' Full Height Studs(no.of studs)..................................... (Table 9)................................................� Connections at each end of header or sill Uplift. (proprietary connectors)............................... (Table 9) .............................................�lb. Lateral (proprietary connectors) ............................. (Table 9)...................................,......... �%lb. Wall Sheathing Minimum Building Dimension,W = 3 0 Sheathing Type...................................................... (Table 10)..........................................Jos Edge Nail Spacing.................................................. (Table 10) ......................................... 3 in. Field Nail Spacing................................................... (Table 10).........................................1-in. Shear Connection (no.of 16d common nails) ...... (Table 10) ...................................... Hold Down Capacity........................................... (Table 10)....................................... Percent Full-Height Sheathing................................ (Table 10)............................................�/°X30= ¢ _ Maximum Building Dimension,L f o SheathingType....................................................... (Table 11)................................. ........ � Edge Nail Spacing..................... ......... ..:.......... (Table 1.1).....................: ......... ....... in. Reid Nail Spacing... ....(Table 11)....................... ... in. Shear Connection(no of 16d common nails) (Table 11) f Hold Down Capacity .. (Table 11) ..: 7.... lbb) Percent Full-Height Sheathing ::.:... ...:. .................(Table 11)....................................... Wall Cladding Ratedfor Wind Speed?.......:.......:......................................................................................................... Roof framing member spans checked?. ......................(/RC or WFCM).............................................. Roof Overhang................... ......... .............. (Figure 19).........................iLL ft. 5 2' or L13 Truss, I-Joist, or Rafter Connections at Loadbearing Walls P Proprietary Connectors Uplift. ....................: ..:....:...... .......... :................ (Table 12)...................................U =-31g Ib. Lateral.................... ........: ...................................... (Table 12)..................... ..:..........L= lb. Shear.......... ........: .........................a....... (Table 12) ...S lb. Ridge Strap Connections,-Tension ........ .........:............... (Table T= plf Gable Rafter Outlooker.........................................................(Figure 20)....... .. ft. ,ft.5 2' or U2 Outlooker Connections at Non-Loadbearing Walls Proprietary Connectors Uplift. .......(Table 14) Lateral..................................................................... (Table 14)............... ........L= lb. 'oof Sheathing Type..........................................................(/RC or WFCA4)...................: ..... mr .roof Sheathing Thickness.............................................................................I................ in. z 3/8"wsp Roof Sheathing Fastening.................................................... (Table AWC guide to Wood Construction in High «i►►d.-bens: 110 n►ph Wi►►(l Zone 73 W(((AT �" Massachusetts Checklist for Complhance 1780 CMR 5301.2.1.1)' o rs 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116'and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below :Vertical and Horizontal Nailing for Panel Attachment -t+�tHs�aa Mans aw rw►Iwwoutrtad►Mu ATe�e. U 11 1/ 11 r M 11 It 1 11 It 11 11 11 U 11 M M 11 �1 11 /1 yy li 1y1 w 17 11( 1/ 11 M o0w�ttlolst[ See DoWl on Next Page Vertical and 1otlsontall Nailing for Panel Albohmenl A 11'(' Guide to IVood C'oustructiou in High IViud Areas: 1 10 mph 4"iud Zone Massachusetts Checklist for Compliance (7HocNm 531)1.2.1.1)' 3M1�IA�n-�� 04VW13 MA I)F g , . • p1 , 1 . tl i 1 / ' ' MEMBEP61 ` II I' 1 1 1 • 1 , , 1 , � BTAOCfRED r ML PATIM PANEL PAWL tm � WUMA NAIL WM SPACM WtJW Detell Vertical and Horizontal Nailing for Panel Altechment GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code. latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf. for a medium sand/gravel composition. Other soils encountered. contact the Engineer of Record. 4. Concrete: Minimum 28 day strength, fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code, latest issue.maximum slump=4". a.) Anchor bolts ASTM A307 galvanized.min. 5/9"diameter. 12" long, w/2-112"hook spaccd_"o%,or iu ooncratc pfcrs w/ Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). FRAMING 1.All workmanship to conform to the requirements of the Massachusetts.State Building Code, latest edition. 2.Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load : Criteria used for 110 MPH Exposure B.unless noted otherwise 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter:punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams:use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=I000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber: All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi, Fv=285 psi, Fe_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi, Fv=285 psi, Fc_per-750 psi, Fc_par--2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co. shall be handled and installed per manufacturer requirements,with all.nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. I x6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c: CS-14R-50.5"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32" larger than bolt diameter.Bolt heads and nuts shall beacon standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job: 7. Blocking: a. Blocking shall be solid blocking,.2x minimum,and full depth of member. b. Stud Walls:provide blocking at 8'-0 o/c...maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailinyt Schedule: Solid Blocking to Bearing 2-8d-toenails ea.side Blocking Between Studs 2dOd toenails ea.end,or 2-16d end-nails ea. End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;;attach plywood edges to this blocking, - 8.Nailing Schedule: Jta OF MASS All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. 'e Multiple Studs 16d @ 12"staggered O�' MICHELE a.All nails shall be common wire nails. CUDILO b. Sub-bore where;nails tend to'split wood. o I;o.347?4 9. Headers less than4'-0",use 2-20;all others per MA State Building Code Table 55 2. (l)an O: STRUC ruRAL gFG!STEF�� Aud MICHE - C DILO9 P.E. SS,ONr,k;� Consulting Structural Enai'naer . 123 Cottonwood lone. Centerville, Noseocthusettn 52632 Drawn By: MC Date: 11 Drawing 0 tjls, MA core: AS NOTED Rev. 0 SK- �u File Name: Project No.: 0 i -zio ►VIIrn b:l AbFL ;I RAI IU UbtU WIIH CONTINUOUS WOOD STRUCTURAL PANEL SHEATHING ..._....- _ - ._... 'UTSIDE ELEVATION SIDE ELEVATION - - Extent of header (two braced wall segments) -- - --------- - - - Extent of header (one braced wall segment) - . i Pony i ' . Min. 1,000 lb , ,_, �: ; wall ; Braced wall segment . ,. tension strop. „�•; 1. per IRC Table R602.10.4 —,� ;, . ei ht 1 •' + i. Strap shall be g a 9 s 3 centered at I ., •.. . . z �Y 7 , h� '" bottom of •I • • • • � �Ij'1 a.��-i Y��f,� f �4`yn 1 t•*�f . �� , ' I •.:..'• • . 1 i header. �p -.• • • E > `is f..-*• Yd^..3s 1. '. ...,}•,�. . v?c`I.�„�}' _'�A i 1 ' � • '• • • ; i 2' to 18' (finished opening width) --- e? f 1 r ' 16d sinker '•1 •1• \ �E{i 1 � VII �j•1 •4 nails (0.148' Fasten sheathing to header with 8d common ••, 1,' i a p+• •1•- x 3-1/4' in nails (0.131 ' x 2-1/2") in 3" grid pattern as shown •f' c � 2 rows L;. and 3' o.c. in all framing (studs and sills) typ. @ 3" o.c. Header shall be fastened to the king stud , l,, •,;, +: t with 6-16d sinker nails (0.148" x 3-1/4") ( } '•;'' Wood struc- IXc .�/ ���t'� ,[, ,�iii ';e;. �;• tural panel Minimum 1,000 lb strop shall be 10 centered at bottom of header and installed o,y G/' must be I,,,: , e,a3 l nn •y�� .« continuous max. on backside as shown on side elevation* �.__ •,•«k • s a r y, ,•1. _ 7 from to Of height rf '.` p '} wall to bottom 1 - - For a panel splice (if needed) - , , I, ,,.�> �J•1= ,ale; panel edges shall be blocked and ;' �. ; .; ,•r�.� �;• - of wall, or "Y" occur within middle 24" of wall height 'h } from top of i•rl. ��; h �1�',�y";v� j,,ti ,, � wall to } Wood structural panel strength axis ,k ��1 °` ••, I•;• permitted :4 a} .I `;E' `!`i , ; 1 splice.area Min. number of studs shown M1n. len th based on.6:1 as ect ratio. 1 '1 71 16'' min. �,1 thickness ,•, �• For example 16 min. for 8 height. 1, _ ;•,•, a _ .- - --- -- ---------- wood •'\ A` \ 1 �:I structural panel Anchor bolt per IRC Table R403.1..6 typ. - -� sheathing Min. 2"x2"x3/16" plate washer No: of jack studs per IRC Table R502.5(182) >e Table 1 Not to scale OVER,CONCRETE OR MASONRY BLOCK FOUNDATION - Form No J740 ■ C 2008 APA The Engineered Wood Association • www.c MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane..Centervim. massochubstts 02E32 „. 3 WA" A-Vt! Drown By: MC Dote: 100 ! Drawing Cole: AS NOTED Rev. 0 File Nome: Project No.: � 1 I"RONT rLEVA—TION GRAM RESIpENCE '114 _ (� 28YhN1VZ EN PR /vI A SMOKE DETECTORS REVIEWED \.. BAR STABLE BUILDING DEPT. DATE IMPORTANT ANY CONSTRUCTION THAT OCREASES EUEL UII*a�11G SPACE FIRE DEPARTMENT DATE BEYOND 1200 $Q, FT, PER L OAAY REQUIRE THE BOTH SIGNATURES ARE REQUIRED FOR PERMI7TING INSTALLATION OF ADDITIONAL SMOKE DETECTORS, NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT WE=SATISFY THIS REQUIREMENT. CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE r NEW A01)l ION - _ I ........ .. .. ...._ rl EW I�p DZTZo(v � 48 >:x rSTrN6 lot I SHINCs1.65 A�1: E DooRS t - I I i —!Q F- E LE VA-rlo ry .�_ — :. ;� _ B R A M RE:sr 0Is roc E `A • = GARA & E: 23 WARREN DR - _ ►-i y N N NIS MA • _ _ �/�SPNALT_ SHINbLES IZ 7�,9�� 6 CLAPBOARp &RA D E 2 f Bram residence 23 Warren Ave Hyannis, MA. 84 J' 24.4• t 20-r 18-r 22 4' 6-0' 10''W 6-0' '. �. .,..-".'. 'u•,33.K�-,. �t� �"'�Y:.,. .mac,';�?+.r�': :'� �+R�a kv�L•�aa. itiF•±��` H�'u.:'nuJa.�t �v ooncretepters4'aeepfornewdook 47 I I I --------------------- ----------------------- r :o- J ,c � it 1. exmbng house end lbundabon now 4'0aragefounde6bnw/4'3600 psi comcrelastab now 0bundadon cut for access d 2'x10'8ocrbeems18'oc ` r to crew apace i ew4foundabonw/ Ps+ to n 3000 tonne x..3. ._:,.✓.w- ,.:.:.ra,,.:Y. -n...wtts,.-.,...-s�Y.31...- .�.i F..m..c..�rat_.+"§zs»,:"" ''-*wn.', .,.C`i..�i y�{ .. N -r. k �_ u,":�°.,-..t:s..,a'k.,..3 ..YA'.eChi s3�?ist:. .rs.�:.,",:'�. °�'fi`.G?m'i;'�r ?xd+}:,lw:a kka< .l..ii:�:..¢•�: .3 ,�.t�,µY,. Y+r.` �,d:o� .. ��._,�_ --- --— — .----- new addition and Sar'a9e -- --------...-------'------- = 24-0' .. 19,6' 4019' 84 3' - --- ' ` , t t { ZN OF MASS 1 cr oz� MICHELE J` I 0 CUDILO o No.34774 y U STRUCTURAL MITTS sior4 d f-�G7vi�L.. j i N OFSr�NL� ' o MICHELE G� CUDILD No.34774 GIRUCTUFAL 'ecrs`ta�°, Bram residence _ 1 23 Warren Ave Ja gn<( • Hyannis, MA. 8.4:11- 24'0' 20:2- 18'r 22'-0' —5'-4- - 13'-0- 54" =1!' B'-" 2-6- T-1• 5-10' 10'5" 71 g _. ...__ �7 axrstirrg bedroom a 1:9 '7 exfating bedroom _ - -!__---_------------ new deck Q I - _ a exlsBng IivhTg i d4 � s Y fe=r a .. rs : ram,vs am es I L L W-5. �— IL—s 4• s a•--�31• r-041 0• >a.ra< a rr.ry o.rs newengkmeredgushbeam s a" new garage a r exkbrtg bait 3:7 exisiftbedmom _.8 r.. dbtng Islanddw I newaddXtoni exna it Whenit. V r. I q - ?)c to S I I 10:2• 5:7' a:1• 4:1" 91' 7'4' 94- 1010- i 23'-10' 19 6' 1 40:7- -_ 83'•11' � � i Bram residence 23 Warren Ave Hyannis, MA. 83=11" 24 0' 20-r 18 r 2?-X - i ♦ I LVL headers —-�--f------ �y ti exiTting be�oom 1-0' existirg bedroom ( ♦ - --- -- -J-_ - - -- - Y �^ new deck 4 uetrs b aot T bi existing ti,rirlg3-2Wrheadws 16=1' �- - - - - ---TJrdelingbeams16'oc - y_ xo' 1 0. j I i __.LVL doling be 1 R t 3-1 f t t -, - ► -- --- , ----- �— LL:= e new engineered Rush beam 1e o' —, P § 13'00 drop down ataAs for attic access . existing bath ----- ` k ' t ir- 2x8'cieling beams 18"oc oxisbng badroorrr T � dining - - - 2 k8"raftm 16'oe f i— - -— 2 x8"rertera 16bc I ; existing bath ( I > , I M,. — newearbhon naw garage — I i I i 23=10" 40=7' { 63•-rr � -- I • I r , ESN OF Mq S�cgC i o`er MICHELE �s CUDILO ; No.34774 STRUCTURAL 9FC,STT-a'�� Sl - I Bram residence 23 Warren Ave. "of M�Sss Hyannis, MA. o`er MICHELELP tic CUDILO ° No.34774 4 STRUCTURAL AFGlSTEa� s!on,.t F �a Simpson hurrican straps on each rafter 16"oc 12 6 �_. ► 2"x4"collar ties 16"oc asphalt roofzo -ZKO-zz��-z 112"cdx plywood sheathing 'An—e- 8d nails @ 3"oc edges, 6"oc freld---_F 2"x8"rafters 16"oc _. / — 2wx6"cieling beams 16"oc ..cry fV Lzv,(6 LS-i4 -- - - - - - Azek PVC exterior tans ---------►�" , y _-`-'-'-�//_�/ _/'1_ .� , i 1/2"plaster board w/texture finish _. R30 insulation Simpson hurrican ties @ each rafter 112"cdx run vertical from top plate to sill plate-.-__ 8d nails @ 3"oc edges, 12"oc field 1)2"plasterboard w/smooth finish Typar house wrap R20 wall insulation cedar side wall shingles ' 2"x6"walls 112 ga bolts 24 oc flashing where needed 314"oak flooring 3/4"Advantech subfloor glues&nailed 2"x8"PT floorbeams w/514"PT decking Al R30 insulation new deck F-" 2"x10"floor beams.16"oc • 2"x6"PT sill plate w/518"anchor bolts 4'oc existing grade 8"3000psi poured concrete wall - -- crawl space w/concrete dust cover 8"x16"3000psi concrete footing q 0 _L ��� 1� c6 ` x1� } 1 e g Bram residence Front elevation 28 warren Dr. Hyannis MA addIfto asphelf roaf fc mahh exmft S&Uch" ` ,mw dec8 cffedcftn { i ; IN { t j 1 L ! l cedar aidawafl to match ex erg I� 2r-0' 20•-0• - 24'-0' — 'r-C' -96'-0' - mxhael Gaspard 356 say ter» - .. Al - CeMervi6e MA. - .f 9 Rear elevation sram residence 28 Warren Dr. Hyannis MA mw additiml 1 . exlatmgaftftc& i m w deck Cnaddi wn 1771 Cedar stdews®to match Wdstkg I ' existing grade . 17fl' ,-�— _ —24'0' W-M 181-0' 22'-0' —98-0' Wheat Gaspard 356 Bay lane Centerville MA. - A2 i +r Right elevation of new addition Bram residence 28 Warren Ave. Hyannis MA. asphalt roof ► 12 16 cedar shake sidewall - T 1 � � 1 i new 14'x 8'deck / wl36"rail system - 4"x4" PT deck posts Grade on 94"sona tube � I 27'6„ 7 s Michael Gaspard 356 Bay Lane f A3 Centerville MA. Left elevation existing garage Bram residence 28 Warren Ave. Hyannis MA. 12 asphalt roof — 6 cedar shake sidewall I �o I 0 Grade i Id 22'--0" I� I Michael Gaspard 356 Bay Lane A4 Centerville MA. ! Bram residence 23 Warren Ave Hyannis, MA. 273' ' 20K2' 18'b' TJ ` - 2r-0• 3'-1• ' SO•— 13'-0' S-a' r-,r' 81$ 7-6•- ---r-, S-in• 10'-5• S-,o' i 11 a r , Anderson A-series .. -. ~\ t '♦ �{ 1 { 1 1 windows °. a i l �' • existing gable w '0 3'-6•--�' ,g-0• 1 1 existing bedroom ♦ ---- ° —_ new master bedroom ° Q - - c new deck extension ° deck >.� •�•�� s S - • o • washer/dryer +I Q �WRB m • � I m `° ��os® � g-va\.. ze..r 1.0•�,'�0•�' 1 I¢ffl m a•s rio•�t-f � •yN z<•� a-5• z•,-- a — --- aY- I garage r..,e shower f 77)1:67 existing bath 3-7' 3-ram �PlI b �1 [�s����a���1 existing bedroom J diningisland ►' b go new master bath U , � kitchen � o t:_ existing bath I .a Michael Gaspard A5 36 5 Bay Lane 3'-9• 6,a• s r a'-r - a•-r 7-1 r r-s,• r-e• s�r• CentervNe MA. 174• 23'-8• 19'-8' to'? 95'41• i 1 C Beam residence 23 Warren Ave Hyannis MA. 55'-11• � r' . rr-r• 24'-a• rs=ro e a Aa era Asedanw&,do ••�----� 1 I Lm zaet � � • nto-e • n8 fo be do m • ex6tiag beaertrerd w removed rota 6•s®netd area • � • • • rmw Th mvhu door • '` • existing baaemenr m q N nav Sf ww 9I@9 to i 1 � Mhhael Gaspard 3W Bey L_ Ce"t—M.MA AB ' i Typical exterior wall section Bram residence 28 Warren Ave Hyannis MA. R38 ceiling insulation �T-Asphalt roof shingles over 151b felt. R21 wall insulation -- 12 R 30 floor insulation ` 6" 5/8"roof sheathing nailed @ 3"on edge, 6'in field 1 _ 2x8 rafters 16 oc with Simpson hurrican clips @ X / plate and ridge Ridge and soffit venting S 2x6 ceiling beams 16"oc 2x6 top and bottom plates i / 2x6 exterior walls framed @ 16"oc 1/2 "gypson drywall with plaster finish �— � 3/4"hardwood 314 sub floor glued Cedar side wall over Typar house wrap 2x10 floor beams 16„0 o 1/2 wall sheathing nailed @ 3"on edge, 6"in field 8"concrete foundation wall 2x6 PT sill w/anchor bolts 48"oc 4000 psi 16"xI2"concrete footing Final grade 4000psi F 4'-3000psi concrete slab to match existing floor Michael Gaspard LLC w/vapor barrier and gravel base 356 Bay Lane B I Centerville MA. 02632 508451-9448 Floor Naming Bram residence 23 WanarrAve _ new adm Hyannis MA t t ss•-1r 1P-P 21'4• W framed basement wag w/PT sill plate ibebw }� W fame wall on 36•foundation wa0 I f id t aai�aee • 1 M.P.E 2x10 itoor beams • I ( �f6•°C • do Il exaffm bes—eat weq to be removed new addition • exaHna besament � I a 1 � 1 MlMeei G.eperd - 30 Bey Lena B2 Centmvme MA SSVI- Roof flaming Bram residence new addition , 23 Warren Ave Hyannis,MA. 95'11' 12'-0• -23'1• 20-2* 18,r 27-04 . s-0^ :� 13.4• 5,0; '41• 6•-0^ 2'-0' r-1^ I I I i ! - • 6 • ` i new 8'x 12•deck W . existing gable wall b 3'�' � fa•-o• `` 2x8 PT Boor beams 1,6 deling beams • ` � Ff 5/4 PT deddng 2x8 rafters 18"oc • g 1'�• '? existing bedroom i - i l ------ .-------------------- deck • stairs , � WW t • washaddryer s living a 1 s new add lion J • f i I I I • 35�9' .I 1s•-t• 1 • �t n `Z-,, ra:r is r<•-x aa^ .+.a -r _I :e'v: s-2. garage A N existing bath _ 3'-7• 3'7- i • i O 8<' of - ge S existing bedroom - '- dining island�—.► � R Ikitchen � . '--� 21'a• 13'-11' 4 _ existing bath T � 1 Michael Gaspard B3 Say 8 358 Lana g-0. e�. g._r. �_1. 4'1' 9 r-- rr 356Cen ayfre MA. — 1• � -r1t^ ram• 9'1• 12'-0' 23'-a' 191-V Qo'-r 9s-rr• c saP St Hyonnis a lnrier Harbor Main V° o O o o � V _ Oak o St' al Gosnold rri a o ql� _ Locus � Z / Hyannis Harbor PROP. DRIVE. LOCUS MAP SCALE 1"=2000't BRB FOUND ASSESSORS MAP 306 PARCEL 173-8 55�4 x/ x AK LOCUS IS WITHIN FEMA FLOOD ZONE C AS — --�i 20" OAK SHOWN ON COMMUNITY PANEL #250001 0006D DATED 7/2/92 CO C 22.01 Warren AVe AY ) �\\ \ , 10.6 ' • TOWN / a 26 ( 40 WIDE \ �� PROP. OAK RAGE ZONING SUMMARY 1 1 1. ••0 � � ZONING DISTRICT: RB DISTRICT I E PROP) o �0.5• MIN. LOT SIZE 43,560 SF DECK MIN. LOT FRONTAGE 20 / 1 1.6' A MIN. LOT WIDTH 100' LAWN/GARDEN Q / MIN. FRONT SETBACK 20' EASEMENT �y 1 038± SF < I/ MIN. SIDE SETBACK 10' o i OAK MIN. REAR SETBACK 10' a= I Q / •4' EXISTING / DWELLING SITE IS LOCATED WITHIN AP DISTRICT TOP FNDN. LOCUS IS ON TOWN SEWER I 19.1' STOCKADE FENCE X I X OWNER�/�/NER OF RECORD .2• CB/DH FOUND ANDREW BRAM TRUSTEE JAFA RLTY. TR. 15 EMERSON ST. DECK BELMONT, MASS. 02478 #1 5 EXISTING 0 DWELLING cn n RREN"E" EFE N co CERTIFICATE 89670 N L.C. PLAN 17172 C SH. 1 LOT 8 LOT 2 n co EXIST. GARAGE N SHED 0 co CCO ` LOT 8 14, 586± SF 0. 3± AC. SITE PLAN OF 23 WARREN AVENUE HYANNIS 54.23' PREPARED FOR ANDREW BRA off 508-362-4541 fax 508 362-9880 OF MqS OF M S ASS FEBRUARY 23, 2011 ��H qc DANI&LA. tiG� �� DANIEL m REV. APRIL 1 , 2011 (GAR. SIZE) down cope en gln eerin q, Inc. CIVIL°CAI C XLA CnCIVIL ENGINEERS 46502 80P Scale: 1 20' LAND SURVEYORS c l Fs xo `-j- 939 Moir? Street - YARMOUTHPORT, MASS. j���� uRv o �0 20 30 40 5o FEET " 07-237 L South St. Hyannis a Inner Harbor Main St C° o O � Z Oak 4. Gosnold t. o Locus Z _ / t � 0 Hyannis Harbor LOCUS MAP SCALE 1"=2000'f BRB FOUND 55�44� x ASSESSORS MAP 306 PARCEL 173-8 x LOCUS IS WITHIN FEMA FLOOD ZONE C AS OAK ° _ o" OAK SHOWN ON COMMUNITY PANEL #250001 O oG� is--4 EX. DRIVE. 0006D DATED 7/2/92 ue ?4.0' Warren Aven WIDE 'TOWN PROP. 26" ( 40' �� ��� N GARAGE OAK ZONING SUMMARY /I 8' �a•4' o ZONING DISTRICT: RB DISTRICT I &IPROPj b cos. MIN. LOT SIZE 43,560 SF DECK MIN. LOT FRONTAGE 20' LAWN/GARDEN �� s MIN. LOT WIDTH 100' EASEMENT i MIN. FRONT SETBACK 20' 1,038t SF ( MIN. SIDE SETBACK 10' OAK MIN. REAR SETBACK 10' 1 4' EXISTING DWEwNG SITE IS LOCATED WITHIN AP DISTRICT TOP FNDN. = LOCUS IS ON TOWN SEWER I 19.1, STOCKADE FENCE X I X OWNER OF RECORD •2' CB/DH FOUND ANDREW BRAM TRUSTEE JAFA RLTY. TR. 15 EMERSON ST. i #15 0 ,�a,,� \ BELMONT, MASS. 02478 EXISTING Z6 0 DWELLING r3 REFERENCES co CERTIFICATE 89670 D � cy L.C. PLAN 17172 C SH. 1 LOT 8 LOT 2 co EXIST. N GARAGE N , SHED co Cal LOT 8 14,586± SF 0.3± AC. SITE PLAN OF 23 WARREN AVENUE 3, HYANNIS 54.2 PREPARED FOR ANDREW BRAM § /A " off 508-362-4541 H �5 fax 508 362-9880 sty ORNIEL sU�7 FEBRUARY 23, 2011 A. r , OJAL11 u down cape engineering, inc. .I0.. 0980 CIVIL ENGINEERS ass`° Scale: 1"= 20' L A ND SUR VE YORS 939 Main Street — YARMOUTHPORT, MASS. 0 10 20 30 40 50 FEET 07-237