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0017 HAWTHORNE AVENUE
�� k. Y. • i IF 0 �I '� �. r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION_ Map Z' g� ParcelF �� Application # Health Division Date Issued Conservation Division (; Application Fee 56 a D Planning Dept. Permit Fee Date Definitive Plan'Approved by Planning Board Historic.- OKH Preservation/ Hyannis Project Street;Address /`7 � Village Owner�4dA94 he I VY1 L' r Address / ' c,-� Telephone Permit RequestI' �-l� Square feet: 1 st floor: existing proposed 2nd floor:;existing proposed ,(` Total:new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type .�'u�tom '-c,i 2-JV Lot Size J Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family, ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway:,,❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other . Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft). Number of Baths: Full: existing new Half: existing =' new Number of Bedrooms: existing _new = 4 P= Total Room Count (not including baths): existing new First Floor Room Oount Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing 0 new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) /7 Name <f— Telephone Number '"Z - Address �y�,, i�r� . License# `fa ' f� *n,, d-c � Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE ,�/ � l -7 � ' 1 1 FOR OFFICIAL USE ONLY APPLICATION# *DATE ISSUED MAP/PARCEL NO. ; ADDRESS VILLAGE OWNER DATE OF INSPECTION: ol FOUNDATION �7 'S • I FRAME ' I i INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL t r FINAL BUILDING DATE CLOSED OUT; ASSOCIATION PLAN NO. I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: 16, 4dh � City/State/Zip: d l� ��' /�y4- Phone.#: ?7 — Lt �- 7- c) Are you an employer?Check lthe appropriate box: Type of project(required): 1.[ I am a employer with ` Z 4. El 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. employees and have workers' 9 ❑Building addition [No workers'com .insurance comp.insurance.$ required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contactors must submit a new affidavit indicating such. tcontactors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: L�� 7s�-7 a Expiration Date: 1Lo Job Site Address: /:Z 7'� 4E- - �® City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the.policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the WA for insurance coverage verification. I do hereby certify under pa' sand enaltYes of perjury that t information provided abov is a and correct Signature: Phone`# I 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): !.Board of Health:2.Building Department 3.City/Town Clerk. 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#• !,; . Information and Instructions r `C 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 fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the.city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or.permit not related fo 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 1-977-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia revolutionary breakthrough in latching security for gateys around swimming pools,homes and child safety areas. ' Powered by super-strong"Permanent Magnets," r Q 4 which never lose power,these quality latches incur no mechanical interference to closure and k so offer unprecedented reliability, safety and , ,all s VERTICAL PULL model child resistance. Oe- ("PET LATCH"model) The popular"Top Pull"model is designed ' especially for swimming pool gates but can be „ 'w installed to any gate where child safety is ^- important.The shorter"Vertical Pull" model is �' m recommended for gates at least 5' (1.5m)tall. This model is also known as the`.`Pet Latch,"as C� it can provide security for pet safety gates. SIDE PULL All latches adapt readily to most new or existing model gates and any gate material.Two models are key-lockable to provide a degree of added safety. The"Series 2"latches can be adjusted vertically and horizontally to ensure safe,reliable latching at any time during or after installation. Vertical adjustment is quick and easy because MAGNA•LATfH has been the latch body slides up and down dovetail-style tested to more than tracks for easier, sturdier installation. 400,000 cycles.Most Horizontal adjustment is achieved by adjusting a swimming pool barrier screw within the"Striker Body" so that the codes require gates to be striker can be adjusted across gaps ranging from self-closing and self-latching. The latch has „y 3/8"—P/16"(9-37mm). been designed and independently tested to The"Series 2"models provide extra impact meet strict international safety codes. resistance and durability on larger gates and also against heavy pedestrian traffic. The"Round Post Adaptor The kit includes adaptor a Kit"is an optional kit for brackets and shims to fit most WMENO IM mounting Magna-Latch common chainlink and railing "Top Pull"or"Vertical post diameters. Pet Security Pull"latches to gates and Gate Latch fences with round posts. ( t } :. Code: , s { MAGNA•LATCH is MB2RrAKa also suitable for house — r� and garden gates where ;°,j , I', pet security and pet ! ►�, 1 1} access control are a important. p Prevents pets from escaping and keeps Post diameters: 17/8"-2°(48-5 lmm),23/s°(60mm),27/8°(73mm) .them safe from unw anted intruders 0 Gate diameters:13/e"(35rnm),15/s"(41mm),1�/s—2"(48—Slmm) . . j (800)7,1.6=0888 EUROPE: +31 (0)30-280 7050 AUSTRALIIA: 1800 500 203 www.ddtechglobaLcoin - } ri o 71 91 CC cc se Izi o - - '� filly DlD° m -_ VIP O f # p tC �1 S C S CD p O = Q p 0 •� 7 O CD �- N CG N C9 G. v C O. Y N '� Cp• N '� p. en 9 Cp' N Q N �.� S O N CD n• — �1 1 (� T CD N h O C� C `Gp�, �• N N S v+ O C_ �_ t��D Q N_ �• o tj Y3 p p' _` CD O V S`D = o O c o.o o �y o s_ p c O �_ C O 0_ �` 41 O C CD N CD O S C9 CD N -Q N = O CA Ln 'O C a .,YY < C.� C c Q.. C. .Qr C C C S a OCi. �. p O�-O N N. 2, O a O �+ � @ o c c c a " o c c ur co 3• y o c o a T 3 ,^C°i, c � y Cp $ v c o c a c s c o = N o a o N £ r ® L.7" N K• S OD Q 7 N C9 tp O� N O R Ca C9 p CCD p C o N o co s o c o B r+ s O O G c 9 CS O CD s �• Vi O O• S N i CC2 G O O S " 7 QO O A T'O c p O C o' H C p- CD D- T C9 O CD O- C p ,A E = 3 H p CND �. N �,_ p_ N :^ CD d N CD CD 1 t�\ CD CD C tC G G H d O p A N_ � -cm, C7 en �, Q CD 3 en C9 O (9 CTI a I �, � � B p ea S � � � ;G a � � o en 7 m o o m o 3 a co Q m C2 eo' `0 �a LF1 \ �+ a c o �+ eCD„ Q �_ c o Qy v W p _ Cp 7 N Q J A. Q 00 /1 C � 51U \(^ S C T --�'• G_CD Q_. p O_ CC C9 C• Q ��- V p O• '�` O Q - D. O CD• - O S n O — W 1 a C9 .� _ W S CD CD m 9 C3 co TRU•CLOSE°safetyate hinges are injection-molded PATENTED 1 , g g J BIND STAIN TENSION t from special glass-fiber reinforced polymer materials. ADJUSTMENT! These UV-stabilized materials provide strong,rust-free hinges that 1 -Remove endcap . won't bind, sag or stain!And they never require lubrication. Depress and The unique, spring-loaded adjustor within most TRU•CLOSE turn internal asd hinges allows quick, incremental tension adjustment using only a adjustor 1 - screwdriver. Easy and safe! Gates of different sizes and weights required - # incur different loads, so the ability to adjust tension quickly is s critical,especially in child safety areas. TRU•CLOSE®hinges come in Regular and Heavy s Duty models to fit most gates and applications. ` Features Benefits •Molded, reinforced polymer construction No rusting,binding,sagging or staining! •Unique,patented tension adjustment Quick easy and safe adjustment No orequi r Q �P I � Y I - .,,,, pins required •Internal stainless steel spring closer No need for unsightly external spring •Weather-resistant,"self-lubricating"materials Smooth,even closure. No lubricating. •Regular&Heavy Duty hinge ranges Models to fit all gates&applications •Alignment legs(for extra fitting strength) Models to fit all gate materials y •Quality Assurance ISO 9001 manufacturer limited Lifetime Warranty a " •Tested to 50,000 cycles(Reg.), 200,000(HD) Proven to last the test of time TRU•CLOSE OLD-FASHIONED SYSTEM EXTERNAL SPRING MODEL DESIGN OPTIONS - OPTIONAL ALIGNMENT LEGS("L2"models) f' "QUIVIT"Alignment legs for fast installation 2 LEGS%2) and added fitting strength.Two legs provideir secure,double-face fixing. 'Y ® `Fence Post Gate frame r �N PATENTED ADJUSTOR = Depress for tension. r ' REINFORCING RIBS Rises back into sleeve Molded ribs provide superior z to retain tension. z torsional and lateral leaf stren th. INTERNAL STAINLESS ' g STEEL SPRING x Provides even closing s: y STYLISH"FLAT"FINISH tension for gates. Textured black or whitefimsh _• TRU CLOSE m REDUCED COSTS gives a stylish,modern look _ . MOLDED HINGE BODY INCREASED SAFETY Strong&rust-free. a STRENGTH&STYLE UV-stabilized polymers with With TRU•CLOSE®there is no need to Subtle design features such as rod used glass-fiber reinforcement. pay for or install any other external i corners and waisting provides strength closing mechanism.Its also safer to and an attractive design. adjust and safer for children. USA: (800)716 0888 EUROPE: +31 (0)30 280 7050 AUSTRALIA: 1800 500 203 www.ddtechglobal.com -' t ons and tandards Boar w u�I mg egula I One'Ashburton Place - Room 1301; Boston, Massachusetts 02108 a Construction Supervisor License License CS:. 40192 Restriction. 00, - ' Expiration: 1/10/2009 Tr-4 8388 ROBERT A BENT " ------ -- --- PO BOX 1031 � ---- --- --------, BILLERICA, MA 01821 --- - - - - ---- Update Address and return card.'Mark reason for change. t- [.-i.Address RCDCWal j`LostCard _� Ca 501Jr0ar0E.PC3490 - b k ,x •U�/G fin O ill G:SCI�!,li(rds Boar ofy3ui��uig egulatro�and Standards yff r - Construction Supervisor License License: CS 40192 E - _ Expiration: 1/10/2009 Tr# 8388 a, F Restriction: 00 ROBERT A BENT PO BOX 1031 BILLERICA,MA 01821 Commissioner a r. ,. . J. .r` 1HETpk, Town of Barnstable Regulatory Services • BARN,"BLE. n�Ass g, Thomas F.Geiler,Director 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 Owner Must Complete and Sign This Section If Using A Builder J',p 0"4,j , as Owner of the subject property hereby authorizers ,l ��' to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) 419 Signature of Owmer � 6ate rint Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMISSION SHE Town of Barnstable �pF t�ti Regulatory Services w BARNSTABI.E, Thomas F.Geiler�Director� MASS. qp 1639• Building Division rFo MAy s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: // jjY' l —7 JOB LOCATION: 17 , f`�"'�+�✓�rildZ ( itf�b number street village "HOMEOWNER":/A�L�L Js� /�J cJ J f dl'Ce N 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) 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 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 Constriction 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. Q:formr s:homeexempt ACORy,. CERTIFICATE OF LIABILITY INSURANCE OP ID PS DATE(MM/DD/YYYY) CUSTO-1 1 02/01/08 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Eastern States Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 50 Prospect Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Waltham MA 02453 Phone: 781-642-9000 Fax:781-647-3670 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Central Mutual Insurance Co INSURER B: Atlantic Charter Insurance Co. Cus tom Qual i tY Pools, Inc. INSURER C: P.O. BOX 10 31 INSURER D: Billerica MA 01821 INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY-EXPIRATION LTR INSRE TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CLP8121857 02/01/08 02/01/09 PREMISES(Eaoccurence) $ 300,000 CLAIMS MADE a OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY PROEl- JECT LQc Emp Ben. 1,000,000 AUTOMOBILE LIABILITY ANY AUTO TBD 02/01/08 02/01/09 COMBINED SINGLE LIMIT(Ea 1 000 000 (Ea accident) , r ALL OWNED AUTOS BODILY INJURY $ A X SCHEDULED AUTOS (Per person) A X HIRED AUTOS BODILY INJURY $ A X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESSIUMBRELLALIABILITY EACH OCCURRENCE $5000000 A X OCCUR CLAIMS MADE TBD 02/01/08 02/01/09 AGGREGATE $ 5000000 DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND TORY LIMITS X T ER B EMPLOYERS'LIABILITY WCV00757200 02/01/08 02/01/09 E.L.EACH ACCIDENT $500000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 500000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500000 OTHER A Property Section CLP8121857 . 02/01/08 02/01/09 Contents $5,000 A Equipment Policy CLP8121857 02/01/08 02/01/09 Deduct $500 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION TOWHOM SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL To Whom i t May Concern IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPOMjHEINS.URER,lISAGENIS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 1 Board of Building Regulations and Standards �l One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 105084 Type: Private Corporation Expiration: 7/16/2008 CUSTOM QUALITY POOLS INC. Robert Bent PO BOX 1031 Billerica, MA 01821 Update Address and return card.Mark reason for change. s-cAi 0 soon-osios-Pcsaso Address Renewal Employment Lost Card ✓fie I�Jan�r�aozur o�'✓f/ja�acli,��ae�a Board of Building Regulations and Standards License or registration valid for individul use only , HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 105084 Board of Building Regulations and Standards Expiration: 7/16/2008 One Ashburton Place Rm 1301 Boston,Ma.02108 • Type: Private Corporation CUSTOM QUALITY POOLS INC. Robert Bent 16 Wyman Road , ` Billerica,MA 01821 Deputy Administrator Not valid without signature rI �I .n layout FINAL UPDATE.gxd 3/22/06 3:13 PM Page 6 i A Fence to Fit Every Need There are a wide variety of Jerith fence styles available in three colors and several heights. .,ae .,a, .NIw hMN�YC Fh 44 You can be sure that there will be a Jerith fence to enhance the beauty of your home,pool or yard. Resldentlal Fences Styles: #101 This traditional wrought iron design has its points even across the top. #100 Similar to Style#101,but with staggered picket tops, #11 1 This version of Style#101 is built to accept finials on the pickets instead of the standard spear points.(See Page 13 for information about finials.) #401 Similar to Style*#101 but with a 15/8a space between pickets.This fence will keep most pets in your yard,The narrow spacing also makes it difficult for children to obtain a foothold on the fence. #202 A classic design with a smooth rail on top rather than points.Our Best Sellerl .;.,. #200 Variation of Style#202 which combines the safety of.a top rail with traditional spear points below. #402 15/s"spaced version of Style#202 for those who do not want exposed points on their fence,but want the added security of a narrow space-between pickets. [I Lexington This distinguished wrought iron design has elegant curves connecting the pickets.Available with standard points or finials centered in the arch. Concord Similar to the Lexington,but with pickets between each arch,as well as inside. Pickets may have either standard points or finials. Ovation This two rail fence has a simple design specifically created to meet the pool enclosure code drafted by the U.S.Consumer Product Safety Commission. (See Page 10 for mote information about this design and pool code.) _ NOTE:O'high reaidentlel fences have tour hwi—w r•Pe,—r than ee eh--Regency Fence Styles: i (Made with larger components.Rings are available.Details on pages 8&9.) 1 except the pickets do not extend below the Buckingham Similar in design to Style#10 bottom rail. Kensington Similar in design to Style#1 1 1 except the pickets do not extend below the bottom rail Windsor Similar in design to Style#202 except the pickets do not extend below the bottom rail. 6 I � t i :I I I i t OW f' ,. _ �, i ilk '•�►"' � v*I �p �, " � ,�• 1� ,� 1r1 .. /I# r^`,�- '� t•.'i� �M ,�A� � I �a i � JJ_w_���e��__i�a���i_�i ,Rl.� r1f ,� I i�'. _.,'WIN j IAM 1 � i N�i �p , .'.l I'!� `•4''�' r �► " AN �� k �I 4L� 1x r� �,. 1. IJEW ;a'. , I i t ,.r. ; ... I Vie' I r- 1 MINI 'T, � 1`r �����i (y�f�ii.�,�����1���1}����� I I,�.! + ' . r 1'� i/, Y 1�I�F I / I� I ►i*! I I �y+��4(����i,k� '1I' i!+' �. ����'� J+�;yl��' I' �'I� r :r i� I y..`!.L,'•il�l,�4 iJ I' 4 I►.'. ��y.�l,i�tM�./'K��1f ill '�j��l�t � � E � �,` t�,�l������ ��_ 7 fii�, I, ,, ,,��,.I F, � I, I '�1 � II�t ���• � 1�,�,..\,�! i�,�l����M�� � f l Uk- If!►: '/dil� -- 0.' I .ry i■ minis? layout FINAL UPDATE.gxd 3/22/06 3:13 PM Page 10 1 a r; •:j Rest Easy with a Jerith _ Fence Around' Your Pool- Jerith fence is the perfect choice to surround your swimming pool.Its aluminum construction eliminates rust,while its durable FencCoat'finish withstands the moisture and chemicals an found in a pool environment Most building codes require swimming pools to have self- closing and self-latching gates around them.These safety features are standard on all Jerith walk gates.In addition,our pickets have less than 4"between them,so children cannot .-: squeeze through. Our Ovation Fence was specifically designed to meet a Swimming Pool Enclosure Code YtN� developed by the U.S.Consumer Product Safety Commission(CPSC).This fence has nearly four feet of space between its two horizontal rails.This virtually eliminates the possibility of affio small child climbing over this fence.Also,a child-resistant magnetic gate latch is standard on all Ovation gates.This magnetic latch keeps the release mechanism out of a child's reach and Style and Height Combinations has a built-in keylock for added security.It is also available as an option for all other Jerith it gate styles. to Meet Most Pool Codes The chart on the right shows all of the Jerith fence styles and heights that meet the CPSC Style f Iblgld ,fig" 64" 5r. or 72" Pool Code.You will notice that there are a few'Modified"designs that are altered Ovation ✓ specifically to meet the Pool Code(These altered styles are shown below.)For 54" high Lexington Concord ✓(Modfied) ✓ Modified Styles#200 and#202,the only variation from the standard designs is that the 1l flt ✓(Modtfied) ./ pickets do not extend below the bottom rail.Our 57"tall fences combine this same picket 100 change with a narrowing of the gap between the top two rails,which allows our 57" Modified 200 M2 ✓(Glorified) Styles#101,#111,Lexington,and Concord to have at least 45"between the rails as the 401,402 ✓ ✓ / Pool Code requires. BucMgham ✓ / Kensington ✓ ✓ Be sure to verify the requirements for swimming pool fencing in your area before ordering. Windsor ✓ ✓ ✓ There is a Jerith fence to meet nearly every code.Select the one that's right for you[ These fences meet pool codes that require a fence to be 48"above grade with either: (a)any rail spacing and leas then 13/4"between pickets,or (b)one 45"rail spacing between the tops of two adjacent rails and less than 4"between pickets. HIM M Gates will be self-closing and self-latchlrg.Magna-Latch latches may be reildred for some gates to meet these codes.Check local building codes for ovedon $200 Modified 8202 Modified 0101 Modified 0111 Modified Lexington Modified Concord Modified your requirements before Ordering. 1 JOWf1 OF BARNSTABLE BUILDING PERMIT APPLICATION Map �a �° Parcel Application# Health Division ��,�� ZS Conservation Division d"' Permit# Tax Collector Date Issued 3 a Treasurer Application Fee Planning Dept. Permit Fee '_7 Date Definitive Plan Approved by Planning Board P�' Historic-OKH C' la's reservation/Hyannis Project Street Address /ri h�w Owoy_ aw"A&C Village Iva h n 1 S GPo r.f Owner It'll4'QT_IN /31155MfW/IiJ - Address !q Irv/fw 4?4( !11f'!t.$ /�✓'f r Telephone 4.O Permit Request be rn O 50U, Y- aiest wins B r eX! Y7 odwe l 6OK. /12w 4 dYl 1C1 t7 da a«a plAtS . Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation IM Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) N�!er of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ 4 Commercial ❑Yes, ❑No If yes, site plan review# xP!r Current Use Proposed Use BUILDER INFORMATION i rr Name E.. IXGr 18U/��Lf', Inc T Telephone Number Address License Home Improvement Contractor# 1 alaO� Worker's Compensation# ALL CONSTRUCTION DEBRIS SULTING FROM THIS PROJECT WILL BETAKEN TO �Vel� SIGNATURE DATE o� FOR OFFICIAL USE ONLY` F PERMIT NO. DATE ISSUED %SAP/PARCEL NO. ADDRESS VILLAGE OWNER _ ii tt DATE OF INSPECTION: tt(( i r 1 f • FOUNDATION ®� -� ? 1 p i FRAME INSULATION 0 _ ` U FIREPLACE r' -{ .�(�'� `D Ce-' C 0 - `3 0 -0 T ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL i FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. k Town.of Barnstable Regulatory Services Thomas F.Geller,Director �'OIEp ;►`e� Building Division �— Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 ck www.town.barnstable.nia.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW I Owner: 69-2ri�I (� S S e¢ 1 N Map/Parcel: ® a 3 Project Address A-V5 Builder: P6;f-- The following items were noted on reviewing: (� M'U0 6 C e&-, 5P4�c S F a L 4 L-1-1- S 7C—Ee- . Z- V 6- , L-L) M��� ® 7 MPt S -P62 C. 6 Reviewed by: �� — Date: —f `7 Q:Forms:Plnrvw JAN-26-2007 14:35 HYANNIS WATER SYSTEM 508 790 1313 P.01. 02T Department of Public Works 47 Old Tarpnoutth ad. OR P.O.Box 326 Water Supply Division Hyannis,MA, 0260-03z6 MRDI8TAB1.Lr TEL;500-77"063 6p Hyannis Water System Operations FAX:506"704.1313 January 26,2007 Town of Barnstable Building inspector Town Hall Hyannis, MA 02601 RE: Service# 17 Hawthorne Avenue—Hyannisport—Acct# 602655 Dear Sir: Please be advised that the above water service was cutoff and inspected on 1/26/07. The owner has informed us of plans to demolish the building. Sincerely, Vay'ne Starck Hyannis Water System W/M4YWb�•�ea+letYteek operated and Maintained by WhileW®ter,inc.and Pennichuck Water services Copp, r FEE. 116, 2007 9: 25AM MANNHEIM Li C NEW YORK U, 0725 P. 2 7814416721 N�TAR SUM SW3074 10:09:11 a.m. 02-16-2007 2�2 One NSTAR Wary EL EC r/4/C WOONW4 Massachusetts 02080 CAa February 16, 2007 Dr. Martin Bussmann Mannheim Realty, LLC 712 5th Ave., 32nd Floor New York, NY 10019 fRE: 17 Hawthorne Ave Hyannis Dear Mr. Bussmann: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of February 15, 2007, the electric service to 17 Hawthorne Avenue, Hyannis, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (781)441.3341, Sincermly, i a Tavares Now Customer Connects �� f FEB-13-2001 TLE 09:30 PM KEYSPAN ENERGY FAX N9, FV09 394 5019 P. 01 .,. �K KeySpan Er,.erpy Delivery 127 WhIV*Pall', h $CUtil YarlllQtll�,,MA 02664 1',cbru ary 13, 2007 Tina Fouroier }�A'X: �08-775-4909 TtP, 1'11-1Cawthorne hm, 11yannisport I'llis is to Colifini1 that the watural gas line to the above address his been cut and capped as I-CC1LIcstod, '1'llis vl"as dolic on Y i u ary 29, 2007. ICyou have any c uestio.lis please call me at 508-760-7481. ell McMullin 11041 Coordinator l�.eyspon Delivery Company f tot 1/17/2007 Time: 110.6 PM Toe @ 7,15087754909 Dowling & O'Neil Page: 003.003 Client#: 2093 2JAXTIMEREJ ACORU CERTIFICATE OF LIABILITY INSURANCE ('") ?RoouCER - THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Agency ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 222 West Main St.PO Box 1990 I Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Acadia Insurance E.J.Jaxtimer'Builder, Inc. 'INsuRERe: Ernest J.&Marie T.Jaxtlmer — 48 Rosary Lane INSURERC:INSURERD: Hyannis,MA 02601 INSURERS: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERPA OR CONDITION OF ANY OON7RAC7 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION LTR 111 TYPE OF INSURANCE POLICY NUMBER OATS MM/DDNY' DATE MIII/DCr(Y) LIMITS A I GENERAL LIABILITY CPA010264813 101/01/07 01/01108 EACH OCCURRENCE $1000000 X CGMMERCIAL GENERAL LIABILITY T_FA11M"TO RENTEL' $Z50 OOO CLAIMS MADE a OCCUR MED EXP(Any one person) $5 000 I PERSONAL&AOV INJURY $1 000 000 GENERALAGGP.EGATE s2,000.000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPOPAGG s2,000,000 PCAICw IT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Fe acclden!) $ ALL OWNED ADIOS BCDILY WJURY SCHEDULEDAUTOS (Par person) $ HIREDAUTOS BODILY INJURY NON-OWNED AUTOS i (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY � i AUTO ONLY-EA ACCIDENT $ . ANY AUTO EA ACC $ OTHER THA14 .. AUTO ONLY: AGG $ A EXCESSAIMBRELLALIABILITY CUA010264913 01!01/0T 01!01/08 EACH OCCURRENCE $2000000 X OCCUR CLAWS MADE I AGGREGATE s2,000,000 $ DEDUCTIBLE $ HXRETENTION $Q $ A WORKERS COMPENSATION AND WCA020455010 �01101/07 01,101/08 VYCSTA"fU OTH- 'EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $500 000 ANY PROPRIETCRr'PARTNERIEXECUTIVE OFFICER!MEMBEREXCLUDED? i E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under SPECIAL PROVISIONS balmy E.L.DISEASE-POLICY LIMIT $5O0 OOO OTHER I I DESCRIPTION OF OPERATIONS f LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Job: Bussmann Operations performed by the named insured subject to policy conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL I_ DAYS WRITTEN 200 Main.Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 !REPRESENTATIVES. NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED R PRESENTATIVE ACORD 25(2001108)1 of 2 #46052 LS1 0 ACORD CORPORATION 1988 ! n, i2• 20V, . 9. i6AM_a _MANNHEIM LLC NEW YORK No, 03,E p, } LVV! ld.LV Jae7lJ`FJVJ r(-1 ea Town of Bamstable Regulatory Services # Tbomas F.GeHer,Director Building Division Tom Perry, BuildiDg Conemissioeter 200 Main Street, Hysaris,b A 02601 .Office; 508-8624038 F&x- 508-790-6230 fropearty QWper Must C6'rr plete and Sign This Section If Using A Builder T_)'� j,� s ✓�- ,as Ow*r i of the subject prooevy hereby authorize V 4)r-PriuI r to act on my behalf, in ald matters relative to,wort autbozised by tiis budding jpeffiit application for: 44nls &1 (Adcdrem*f job) S*xuture of Owner 17ate �o�'�'►n I t�SS Print N=e Q:pORM9;OWNgTti 31oN The Commonwealth of Massachusetts Department of bidustiial Accidents Office of Investigations : 600 Washington Street Boston,MI 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lep-ibi. Name (Business/Organiz on%7ndividual)• G. - J • - 1 I lF , (�( l 1_-1,�G 1� , ! . Address: �Y 0 S Lf Ph #: :� �' City/State/Zip: .. V 5 ; one 4 . Are you an employer?Check the appropriate box:. Type of project(required):.. 1..[✓]�Lam a tmployer.,with 1 ` 4. [ I am a:general contractor and I 6. ❑._New.const<uction employees (full and/or part-time).*. have hired the siib-contactors 7. . Remodelin 2.❑ I am a sole proprietor or partner- listed on the attached sheet$ g ship and have no employeesThese sub-contractors have 8. ❑ Demolition workers comp.insurance. i mP working forme in any'capacity. 9. ❑ Building addition rkers comp.insura nce 5. ❑ We area corporation and its 0 wo � � 10.0 Electricalrepalrs or.additions . required.] ' officers have exercised their 3.El am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself.-[No workers' comp. c. 152,§:1(4),and we have no. 12.❑ Roof repairs insurance r aired: t employees.[No workers` ] 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submitthis affidavit indicating they are doing all work end then hire outside contractors must submit anew affidavit indicating such. tcontractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp..poliey informmflon I am an employer that is providing workers compensation insurance for my employees Below is the policy and job site. information. Insurance•CompanyNnme: fi.C . Policy#or Self-ins.Lic.#: 500.0 G I a 4 1 oZ.00(o. Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Falih re to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of diminalpenalties of a fine up to$11,5oo oo and/or one-year imprisonment, as well as.civil penalties in ifie form of a STOPVORK 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 Owns and penalties of perjury that.the information provided above is true and correct. Signature: Date: / a/ Phone# 6� i 2 ) 7 9 ? '�"7 Q fj`'tcial use only. Do not write in this area,to be completed by city or town official City or Town: PermitUcense# 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#: L 91te 16-10 Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston, Massachusetts 02.108 Home ImprovementrpCor�tractor Registration — Registration: 110609 Type: Private Corporation Expiration: 11/3/2008 Tr# 124739 JAXTIMER BUILDER, INC. -_ < ERNEST JAXTIMER (S(� 48"ROSARY LN x- HYANNIS, MA 0260112 ----- -- - .._- - Update Address and return card. Mark reason for change. L . Address Renewal Employment Lost Card DPS-(Al 050M-05/06-PC8490 I �,i f A i Jo�7Lyi2t702CueCL o�I '2c�tld'P,l �� - - . B9�RD' IRUILaid Ob3251 I � 1�e14�1956: It � 1418 Tr.no: 12839 R trjCd0. ERNEST J JAXTI M�yI 48 F OSARY LANES ; FtYANNiS, MA 0260I .._): G' i Cbmi�iissidtter ?: ' .77777FT I », , F THE Tp�� Town of Barnstable Regulatory Services BARNSTnsc.E. ' Thomas F.Geiler,Director y •Mnss. � �b,,T i639' 16 Building Division f0 MP'� Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization, conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units.or to structures which are adjacent to such residence or building be done by registered contractors,with certain excep«ons,along w1 --th--. requirements. Estimated Cost too Type of Work: d 1h` (L�{70Y1 Address of Work: doe Owner's Name Date of Application: I hereby certify that: ` Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PEN TIES OF PERJURY I hereby apply for a permit as the agent of the o P- � a Date actor Signature Registration No, OR Date Owner's Signature Q:wpfrleshrms:homeaffidav Rev: 060606 I } Y Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: New Custom Renovation Report Date: 12/21/06 Data filename:C:\Program Files\Check\REScheck\#6001.rck Energy Code: Massachusetts Energy Code Location: Hyannis,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 25% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 17 Hawthorne Avenue Residence for Mannheim LLC E.J.Jaxtimer Hyannisport,MA 02647 Drawn by:Peter G.Brown E.J.Jaxtimer Builder 947 Main Street 48 Rosary Lane Unit#3 Yarmouthport,MA 02675 Hyannis,MA 02601 508-362-3450 508-778-4911 sips lr1�. r . . '�7 r' .. MEW ' amOw ,pi -Qrp . B. Ceiling 1:Flat Ceiling or Scissor Truss: 1076 38.0 0.0 32 Ceiling 2:Cathedral Ceiling(no attic): 722 30.0 0.0 25 Wall 1:Wood Frame, 16"o.c.: 2688 13.0 0.0 163 Window 1:Wood Frame:Double Pane with Low-E: 516 0.350 181 Door 1:Glass: 160 0.320 51 Door 2:Solid: 20 0.180 4 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 1776 19.0 0.0 83 Furnace 1:Forced Hot Air:90.2 AFUE Compliance Statement.The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Desig Condition and in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the /sign load ass cifie in.Sections 780CMR 1310 and J4.4. Builder/Designer Company Name Date Project Notes: REScheck by Cape Cod Insulation,Inc. 455 Yarmouth Road Hyannis,Ma. 02601 1-800-696-6611 New Custom Renovation Page 1 of 4 r REScheck Software Version 3.7.3 Inspection Checklist Date: 12/21/06 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.320 Comments: ❑ Door 2:Solid,U-factor:0.180 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:90.2 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. New Custom Renovation Page 2 of 4 r , I Duct Insulation: ❑ Ducts shall be insulated per Table J4.4.7.1. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. I New Custom Renovation Page 3 of 4 I I , Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) I I New Custom Renovation Page 4 of 4 v f. CD w Rem i/ 1 CD aassr/zsact Z7 a IU0�6"y�0'3DOr 1 SJ 6D' " 1 �_ Ln o a CD wo kD _ � CrIl Al G r Art COW CD ...:1........Tree► c��� 1 Wale f 08/21/2011 13:58 19786638288 ROBERT BENT 4*1624 P. 002/008 - . 5 t xclusive ManufRcturer of the HYDRA MAT)C Hydrauli Su,irnntinn Pool Safety Cover RE: ASTM F-1346-91 CERTTFICATION AvLe) "AAAL4 To Whom It May Concern, _ The pool cover fabric used by Aq.ua.matic Covel Systems for all the safety cover systems consists of a 16 oz, sq. yd, solid v nyl, including a polyester substrata scrim reinforcing layer to enhance to strength and prevent tear propagation. The material used substantially exceeds ASTM requirements set forth for safety covers of the type manufactured and distributed by this com.parry, ASTM F-1346-91 requirements = as follows; The cover and fabric installed on the swinun-ing ool filled toils no-mial water level shall be capable of supporting the weight o 4851bs. This total weight shall be cornposed of one 210 lb., one 225 lb., ld one 50 lb. weight, each distributed over a one square foot area and,all C ree contained within a three foot radius, The test weight,s shall be placed at 1he center of the cover system (or at least 4.ft., but not to exceed 6 ft.) from the edge of the Swimming pool, The above• test shall not cause damage to allow any of the test objects or the ' persons to pass througb the cover. The Aquamatic Cover Systems have, in Fact, been independeptly tested by two testing agencies including Underwriters Laboratories to exceed -the above listed standud. . .- Sincerely, 14arlry J. Last, BSME, MBA President dm:hjl Colporats Officcs:200 Mayock road,Gilroy,CA 96020 - 800• 624044 Fax 800-600.7087 Aranrh nffces:Alharm6.n.CA • Csorhna.VA • Howton.TX 09/21/201,1 13:59 18786638288 ROBERT BENT r1624 P. 003/008 4,0812a7,4917 FAX 498/A,74-540' v1 UN 1l•U'1'iG1�►1ik' ' C S '1AI1 ,id' . C ;OO;L COO, oft 1JI -CA--11.0" 1 ' wU ECSw File: #05973030-2 Date Tested: M. 20, 1993 �' y Date Reported: May 21, 1993 Specificali.on: ASTMI Design•a-tion., F 134-6 91 z 'l'�sted Unil: I3ui:i,t•ln, Under-Deck-Track, pool Cover sysrcnl w cn source: AquciMp'l;i-c Cover Syst-cry s z � Address: 4*41 Aldo Avenue, Santa lara, CA p � U - ' REFERENCr; � S•ts�rrcla-rcl Perl'urm.n•nce Speei icatloll ap:d Lab eli.l-1,g z £ ', ltexl.uite III cnts fur Saficly Cuvcr for Srv,i:1>st�i.[�g Puuls, �-+ Sans 0-11d Hot Tirlys (ASTAI Des:ip-11t.iu : F 1346L91); d I. SCOPE W � Reytrire191o111s fOr safely per ASTM V 1346-91. o I As stride-din referenced standard, � w. .3. . As stated in re-femix—ed slandrlyd. . 4. CLASSIFICATIONS & )III NJ-1!1 UM CRITERIA r 4,1 Power*Safcty Ctiver Provides a 111g11 level 01 safety far G11Rd.ren under Ih8 age of five t Y infli Tiding•their arpes$ to the water, 4.1.1. As stated, is referenced studard, 5, MATEJt ALS AND A1AN-UFACTUj2F i' Tw unit C01111)11es Willi the 5,1, 5,2 anal 53 reduirclilen s. 09/21/2011 13: 59 19786638288 ROBERT BENT :1624 P. 004/008 TO.-NIAT1: S,WI I - . JN.G POOL, CO Ea Clip.Tlr C . .QN (Page 2 of 4) ' ECS0 File: #V'59T3,030-1 +G. GENE"I McQUIX EME,NT'S FOR.SA:I+Ti'i''Y CflVrE R S 6.1 In'stalla►tioi•1fUse of sli ety-cov."s. Unit complies with req;uis mrn't, 6,2 Luba] altas.lied -to the cover meets, and/or exceeds th* -9PA- ral req:uircineiats as regtai•red by the 8.5.1, 8A 8.K and 8.8.2 g):Wefines. 0 M.arlci•iafs for safety covers. 6.11 Unit lists njanul'acturers riaime. Unit 'corn.phies wi•tli p4d.eline. 6.3.2 Uult lists dale mainufacturod, Unit ct)ITplies wit1l,;Su�de-line. 6.3.3 Manufacturer provides hastructions to cc nsui'ners to Inspect 1-he cover for premature wear in coinsu er packa-&r , Unit lllare{ore winplies. 6.3.4 label attached to unit in. the eneral 'req,-kcmep.4 described in 8.4-1, 8.71 8.7,1, 8.711 8.7 3, 8,8; 8.8.1 anti 8.9. Unit complies with guldeline. 6.4. Fastcniaab Mechanisms or Devices. Fastening d vices remijine,d Sic their intcnded,secured positions whefa tli.e test unit was subjected 1t0-tbe10,,ad and perlineter deflection tests performed as called for under tlae 9.1 And 9.2 guidelines. Unit complies with all red iremenU. G.S. Openings. No opening s were allowed, when tes 6d by the tes'� math-ad described in 9.4. Test object clad not gain accesl to the watery nor was it subjkct to entrapinent. Therefore, unit complies with this &W—.do late, G.G. Seams, ties or welds in the cower r'howed no '.gns of dama'oe when tested by the methods describcd in 911, 9.2, 9.3 alid 9.4. Unlit mmm% all , regWreinents under this.guiddhei. 7, YERFORMANCE REQUIRSik ENT'S FOR 9ATLr'i'Y COVE,RS Refer to Test Methods as described in the 9.1, 9.2, 9.3 and 9.4 g-uidelines, ' i f 09/21/2011 13:59 19786638288 ROBERT BENT :1624 P. 005/008 A r.c N. 1 . :, r Q- Q L Ct Y.Y Z CE,P TIMICATID-N (P�, 3 of 4) ECSIS pipe; #059T30300-1 8, AJ NIMUM, IAML Yi, UUMMENTS FOlt ALL COVERS Unit comapi'es-.wAla req,uir ments. 9, 'TEST METHODS FOR SAY M-- -COV-M'S 9.1 ' SS.W-!c-Load Test, Test Unit was,subjeeted to 490 lbs (.co-m posod of one 150-lb, eae 16NIb and one 180- b welght). -sJ1911tly ex.ceodi 7g loati required per Standard, 'rest objects 'were applied at tvro diffCrent points (the center ant of tba..cover; and, between attachment papas at a dlstar, e'of 4.5 feet and rem.ali)ed in each test position far a perio of 5, minu*s or greater, Although, normal deflection was observed, no papsage through the cover was possible. Test UWt complies: w1141 requirement. 9.2 perimeter Deflection Test, Applied 50-lb ► ight at a.dis-jance of four-raad—oae-bait' feet from side of pool Applied 3.0.64b. ellipsoidal sliaped test object, Test Unit did not allow tho test object to pass through, gaits access to, or, be ' s.ubj:fct to entrapment betweah the cover and the side of the pool. Test Unit complies wlih requirements, 93 Su.rfgce Drainage Test. Applies) a 36.6-lb., torso shape-d test object In a supine position, faceup, at a distance of two-and- ocae-half feet parallel with edge of pool. Axi even water apray' was applied at a rate of 10 gallons per minus . After 3 rninirie-s, mIi)i pal water collection was obsarved &r uttd test oluukct, Continucd applying water with c►o unsafe wa. er pooling. After 30 minutes drain timer re-applied 36.6•lb test object withi no unsafe amount of water pooling. Test Unit conipJ-i,es ►itl) requizements. 9.4 OpeAinss Test, Applied solid faced spherical test object w�-th a breadths of 4.5 in. at a force rute of 40-lbs,, si eadily, to the top surface of U.)e pool. No allowa-We-passegawA observa-ble. Test , Unit oplupfles with requixenlents, 1.0, 0I)IGI1 ATIN-G CONTROL SySAFLW COVE AS 10,1 U111t complies will) requirements. r 09/21/20.11 14:00 19786638288 ROBERT BENT :1624 P. 006/008 S!W-j, IIN 'OOL CO R C! VI'lUfATI[J Y Y � , 4of4 ECS® l'ile: #05,R7'303.0-1 10.2 Unit camplie's.will].requiramants, 10.3 'Unit compli.rs wxtlh requiremmts. 10,4 Pool.cover opera4mg controls, 1D;q.1 Coi� Tods coia�ply wili� c'eci,u;bret�etlds Uilit compl+is wih.rcq:uireil�ents, 1.0.4.2 Unit complies with requiremetlts, • 'est.ed-uuiit h-a-8. ire, 011 of 1- is•S load. UNL`-1' COMPLIES VRUI ASTA4, T 1346.91 RLQU11 .;,;MI4l►4.TS. R � . ;ed, ;Mace r� 93,05.20CKK 09/21/20.11 . 14; 00 19786638288 ROBERT BENT :1624 P. 007/008 ' NO�nbroi�Y„Ilgilu�� (9n7! 272-;3;,G� Melville,Now York-(5i6j 27 J4M Same Gera,Calilomie'(406) 96S-2.,4cX Ro6aarch Trlengle Park, • J�.�„ • •U��E�'�`C•�'���5 �: O�a��fi�'85 �11C.no NontrCarclina•�918� Sq9-1400 • ;' N�' Camas,washinplon�(360) 617�SSOo AQUAM- ATIC COVER. SYSTEMS 200 MAYOEK RD ) , . e t:gn10 of GI•LROY CA 95020 publio s,;Ioh • oaL l�$f7o Your most recant listing is s-how, below, Please revie this inform,4tion-and report any inaccuracies to the UL Engineering sW.f member who handed your UL project, WSAH July 14, 19.98 Covers for Swimming Peals Azad Spas v AQUWATU COVER SYSTEMS 200 MAYOCK RA, GUADY CA 95020 ti Power&afaty. Covers, Models .400, AOD•U, 550, 550-U, 800, and 80 •U Classified in Acprdmce with ASTM � 13ti6.91, LOOK FOR CLA'SSIFICATIgN M-A•a�i<I.NG opq PR,0.DjjCY l69553001 Undem.dters labapatories Inc, Fti/a3�cee For irfformation on placing an order for UL Tasting Cards in a 3 x 5 inch card format, please refer to the enclosed ordering information. UNDE�*L ao �OEms-W, i A nol•lor.-prolil orgn�italion dedluled la pikilo ealgty-dnd - o co a \ N A 0 0 CD W O� O� W W fV W T cc) • i AVOID- DROWNING RISK '`FMMOVE COVER COMPLETELY BEFORE ENTRY OF BATHERS--ENTRAPMENT POSSIBLE. NON-SECURED OR !!'PROPERLY SECURED COVERS ARE A HAZARD. m Z *DO NOT WALK ON COVER *REMOVE STANDING WATER-C14ILD CAN DROWN ON TOP OF COVER. *FAILURETO FOLLOW ALL INSTRUCTIONS MAY RESULT � IN INJURY OR 1148RECf COVER PERIODICALLY FOR tq AR THIS SAFETY COVM MEETS AM4#FI34s-gl STANDARDS ss WHF—N USED I'N ACCORDANCE%WM PRINTED WSTRUCTJONS m AQUAMATIC COVER SYSTEMS, 20 MAYOCK fl0A_D, GILROY, GA 95020 (Wol 2824W � 0 Cl co 4 0 0 co f o�1HE tq,,, Town of Barnstable Regulatory Services * BAMMBLE. MAS& Thomas F. Geiler, Director 1639. ♦� i0rf0Me�° Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 July 12, 2Q11 Mr. Robert Bent Custom Quality Pools 16 Wyman Rd. PO Box 1031 Billerica, MA 01821 Re: 17 Hawthorne Ave., Hyannis, MA Dear Mr. Bent, On May 13, 2008 a building permit for a swimming pool was issued for the above referenced address. Our records indicate that only some of the required inspections were completed. An electrical final inspection, pool final inspection, and certified plot plan are needed to close this permit. Please contact this office as soon as possible to arrange the closure of this permit. Sincerely, Paul Roma Local Inspector CC: Mannheim Realty LLC 712 Fifth Avenue New York, New York 10019 + I . T T ,fin � 1`/O_ I`O/, ,: - . �v � C I ^ � ,�- � � �� � � � . . � g � �-a � G � � � � ^ � � � c� . � � ��' _- - _ � �, 1 � � � ��, t� r I �.I c � w �IKE1�.- TOWN OF BARNSTABLE Building Application Ref: 200801807 • * BARNSTABLE, * Issue Date: 05/13/08 Permit 9 MASS. 1639• Applicant: CUSTOM QUALITY POOLS Permit Number: B 20080972 Proposed Use: SINGLE FAMILY HOME Expiration Date: 11/10/08 Location 17 HAWTHORNE AVENUE Zoning District RF-I Permit Type: POOL INGROUND RESIDENTIAL Map Parcel 286003 Permit Fee$ 125.00 Contractor CUSTOM QUALITY POOLS Village HYANNIS App Fee$ 50.00 License Num 040192 Est Construction Cost$ 34,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND INSTALL 14 X 32 INGROUND POOL-GUINITE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MANNHEIM REALTY, LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 712 FIFTH AVE INSPECTION HAS BEEN MADE. NEW YORK,NY 10019 Application Entered by: JL Building Permit Issued By: 04 THIS PERMIT CONVEYS'.NO RIGHT TO OCCUPY ANY'STREET,ALLY`ORSIDEWALK OR'ANY ARTTHE F TEMPORARILY OR PERMANENTLY. w ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVEDBY THE JURISDICTION. STREET OR ALLY.GRAOES AS WELL`AS DEPTH AND-LOCATION.OF PUBLIC;SEWERS MAY BE70BTAINED FROM THE DEPARTMENT OF P.UBLICjWORKS THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.',' MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). 61, I WM -0,#00 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health COMMONWEALTH OF MASSACHUSETTS Barnstable,SS On this JS day of July 2004, before me, the undersigned Notary Public, personally appeared Ellen Humphreys Ingram and proved to me through satisfactory evidence of identification, which was / .t to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose as Executrix and Individually. QJ {,,,1IM I I H 1111 yl ll I rr4 a 4••`�s M f Peter L. O'Keeffe, Public } My commission e p s: 03/14/08 t7v� gr•••'rg1��ttl�i►N1AP '' L7ER L.O'KEEFFE.P.C. ATTORNEY AT LAW 40 r NOirrH STREET HYANNIS.MASS.07601 3.tPMONG C706)775.7339 qn ip.n InN XH.4 WV 5b;0 i 3ni 500e-K-NO -n Mory Ahce FrrIvoy iO C.A.Apoh/ r Mory A4bWZr. rn � Ye�rJ+f G• Giubb� i a.s ti o /oo.eo• �+ O of e 6' --3 C i rrl Ll Id,loot a' A vi ° a N Ba=27.20' 74.2a- e • � x A TL,q z �/TI G c AvE. Thla Flan Qoes not require !lio- SC04.91the apyroval O! the board CC Borwa7 Pi.Am Ow LJANO 1 fVAas SkinveVso FORTua _STATB OR NILLIAM Y. WUMR-IREYS hD Or uAYKYUfALa I.aaur?`oyFT- ocT.W952. r.! O,VILj.�• hY.Y.S. C ci n D �. Nerr/.=rE� r h a 9 y VP . O d M •�� er ° Z v r _ IM 3 s >w OP e n O p o fk , _ nT �! A = d f too c `sr•� a Ln i O LZJ Ln O CO x Z s CV S Q I } 15 July 2005 CAPE COD COMMISSION 3225 MAIN STREET-POB 226 BARNSTABLE,MA 02630 APPLICATION FOR DEVELOPMENT OF REGIONAL INTEREST PROJECT: Residence for Mannheim Realty LLC 17 Hawthorne Avenue Hyannisport,MA 02641 OWNER/APPLICANT: Mannheim Realty LLC 712 Fifth Avenue New York,NY 10019 212 664 8600 ARCHITECT/AGENT: Peter G.Brown,Architect 947 Main Street-Unit 3 Yarmouthport,MA 02675 508 362 3450 PRESERVATION CONSULTANT: Sara B. Chase 4 Peacock Farm Road Lexington,MA 02421 7818616646 CONTENTS: Application sheet Massachusetts Historical Commission Project Notification Form and return receipt Certification of local filing Drawings: Existing conditions site plan Proposed site and first floor plan Second floor plan and elevations Detailed Project Description Design narrative Structural engineering report Contractor's report Preservation consultant's report Certified abutter list and partial USGS quadrangle map Required permit list Filing fee(To Barnstable Treasurer) Deed r— COMPLETE •N COMPLETE THIS SECTIONDELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery Is desired. ■ Print your name and address on the reverse so that'we can return the card to you. C—Signature ■ Attach this card to the back of the mail P iece, e X �: or on the front if space permits. �. ❑A8dres�ee - r . D. Is deliveryadd d' t m rtem ='ems 1. Article Addressed to. _4.,- H YES,enter delivery �O ram' a 1 ilN 0�l'u1 Z{ 3. Smvi .. Mail ❑Express Mail ❑Registered ❑Retum Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Cop 7003 1010 0003 3698 8331 PS Form 3811,July 1999 Domestic Return Receipt 102595-oaM-0952 ' UNITED STATES POSTAL SERVICE ��, -FmL-CjAks Mail_ e&Feesuaps Ptid - • Sender: Please pri oar nym , address, P+4-in lift sue• ��1'��i �• ��dte4J.l�s � �'��' 27 April 2005 Massachusetts Historical Commission 220 Morrissey Blvd. Boston,MA 02125 Gentlemen: Enclosed is the Project Notification Form for the proposed residence for Mannheim Realty LLC,in Hyannisport,Massachusetts. The project entails the demolition of an existing house that is listed on the National Register of Historic Places.This being the case,a filing for a Development of Regional Interest will be made to the Cape Cod Commission. If you have any questions regarding the proposed project, please call me. Yours very truly, Peter G. Brown,Architect Enclosures Copy: A.Bernal,Mannheim Realty LLC,P. O'Keffee Addendum 3: 11 HC Pruject?fo�tidnFa nn 3/3I/94 T. IrT 220 Morrissey Blvd" _ �osioa, BSA 02M . PRMCT NOTMCATION FORA Project Name: ID�NC Ft.� lli�t1�I ,,/�' ' L1•�C� Location 1 Address: i.iApJ -' City / Town: - 1-tJ1.t P 'a✓ T -7 Project Proponent .. . Name: . r,aJzOt J Alze.A-i rr Address: � 1- City / TOM]; Telephone #: - a 36 Agency license or funding for the project(list all licenses, permits, aPP , grants or other entitlements_being sought from state and federal agencies). Acenev Name- Tune of License or Fuadin gS�Pecifv) 6APW �utit y� M;"41,7V Project Description (narrative): )oes the PrEdect-include demolition? ���oIIfY nature of demolition and describe the buildings)which are f �il)CJ'�v -' � W`3t%�caV��t;Ily4'��G6L izF.Gt��� PL Jos t W GD p Glpr46. 1T 15, UJ jWIp Pit include "P t rehabilitation of any'ex�g �(p I �s ��e of rehab�itation and descn�e the bnd� which - tton_ are proposed for I 21 July2005 Town of Barnstable ATT: Building Department Town Clerk Planning Department Town of Barnstable DRI Liason .Gentlemen: Enclosed is one copy of a Development of Regional Interest application to the Cape Cod Commission for your review. The project is for a residence for Mannheim Realty.LLC.Their address is 712 5tn Avenue;32°d Floor,New York,NY 10016. Please contact the undersigned if you have any questions regarding this application. Yours truly, Peter G. Brown,Architect Enclosure 15 July 2005 RESIDENCE FOR MANNHEIM REALTY LLC 17 HAWTHORNE AVENUE HYANNISPORT,MA DESIGN NARRATIVE The Owner and the design team for this project have a sincere concern for the preservation of the architectural and historical traditions of Cape Cod in general and the Hyannisport Historic District in particular. In response to these concerns, careful consideration was given to the adaptive reuse of the existing house. After considerable thought and study,several issues were identified that suggest the demolition of the existing house. They are as follows: 1. Condition: The existing house is in dire condition.Years of neglect have resulted in widespread structural and material deterioration and failure.The house has been inspected by the project architect, a structural engineer, and by a contractor who has provided repair service(not maintenance)for the for period of twenty-five ears.It is the unanimous previous owner p tY Y certification of these professionals that the house is beyond the point of repair and restoration.An historical preservation expert conducted a review of the house and the District.Reports are attached herewith. 2. Modifications: Over the years since its construction,the house has been subject of several alteration and additions.These projects were insensitive to the original architecture of the house. The result has been the destruction of historic significance of the massing,form and detail of the house. The house is now blight and has a negative impact on the architectural fabric of the District. Since the original elements of historic significance no longer exist it is deemed more appropriate to construct a new house that is compatible with the architecture of the District and sympathetic to its historical traditions. 3. Artistic value: The fact that an art object is simply old does not mandate its perpetuation.The object, be it painting, music,sculpture or building must have had artistic worth at the time of its creation,or it must accrue that worth as time passes so that it has value in historical context at the present time. The existing house satisfies neither of these criteria. Its original worth as an example of Queen Anne architecture is questionable.Its historic significance is devalued since it is predated in the District by several more significant Queen Anne structures. 1. Existing house footprint: 2130 SF • Existing garage(recently demolished): 360 SF • Existing bituminous driveway: 1020 SF Total existing site coverage: 3510 SF • .Proposed house footprint: 2025 SF • Proposed pool and hot tub: 520 SF • Proposed terraces and exterior stair: 820 SF Total proposed site coverage: 3365 SF The project will benefit the Hyannisport Historic District in significant ways. The proposed house is consistent with the architectural character of the District and has been designed to enhance the distinctive features of the neighborhood. All of the architectural elements that exist in the District,such as building mass, height, scale, roof shape and pitch, and proportions between windows and doors have been respected and maintained in the new house. The proposed building materials are white cedar shingles and stained cedar boards for siding,and red cedar shingles for roofing. Trim will be cedar stained or painted. Windows and doors will be wood,stained or clad.All of these materials are sympathetic to,the palette of materials historically used in the District.The stone work at the lower portions of the proposed house,and the retaining wall at the perimeter of the site mirror a common architectural discipline in the District, and will define and delineate the Hawthorne and Atlantic Avenues. The existing house is crowded close to the house on the north(also owned by the Applicant). The proposed house is moved slightly to the south and west. This minor modification in site placement enhances the views of the Sound from the house to the north, and improves the streetscape of Hawthorne Avenue, and will increase and enhance open space. m 2. •-, •F r- O.I Ci� • ��t 4 r� ap�. ♦ _ f � v i"' � iS'r. •-��' x4 ' ' ,pa _a# �i �`st... l� �p '`; .. � '� y# • : .'� ',• `�•�► #• y;� mod5y__, �;� i� � '-� �� may., 'W� a�y0�'; ��:i-• .t d. �/Iv �y, .r -'x- fr 4 ;�-rs°' , '�a;T "'�` a �t �Q3�'SM9�i�r, :. • 0 . •�+• Q_!'11 f'. ..,•"� i .S O ••� iY@ �_- - �x�.5� �� � �/ '�• p: {�,y..1 t _..;� i • W�,n'Ew_. f+ .J° s' TY'sy `� b :,h, '*t � lk'y�'�"' ,E } •ra •pt�i• •� • n • - � i ♦ 4�� s[ k.� $yl"�'��.:-h at r�l �-... -r yt ��f. �� ...� CS •• • a'n • �;-� SCE! i �'.'' .ws & � . �'� .N I `� 5�`\� 6. 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'' 5 �1y1 .t i� � Y•N4�{?,•,�f'•i- �r1 �nCh� '�d TOA�41Fc60A�eet5Y.�5 ��..�..r d�1^-..br55'. � V}.35f�-' y„r"•:� "Y a�xtC d .!..'-1 � -b �':5' O "iK t #;+k �� J:.'s:i ^:L.tir,i�'�1.Y:r"'1� .i� T i�l�.N' 1=( N.s',e.L,'yt y l� Fa _ j t •S � �•F 5 � ..g �r+i"„'.� Y ��. 5 - fir.', .b �'-' � i � �.'s.��5 5$.: ar` ix �.F� ' .c�5 y ��� ���%,,,��, 55i c\•l'a'S 5> -4�"4�i?q,;;` 5 �a_;%' � �.'�'.`y3"-��5,.;s'�{'� �`i :�•.r'"' �'u b�� � S..af,`u t"„f"' •5,{C �Y;a v'.'r k� � .","st'}1sxi.��is. rr.4�+�ls,w�':'i�$�s�:m�s2\i�..e.•.-1;ka}�'s5�':'3•+,•.oa�s�`'-5-�`x u'aa�� ^S.� ^" ,, s z': �a'A 9'�1a try n ..r,- '�'s "�`rJ,t?J:i {tih. r5>1(..y.�;, h5n. s> rea,:,.`-1`•5 ..?,.. s.aL,�s N .{.�`�;.�. .-�i:"-"rn.>_'s fia m286p003_USGS.dgn 04/27/200511:21:43 AM Bk 18857 P 9252 A658456 07-23-2004 a'i 41 2 25o FIDUCIARY DEED 1, ELLEN HUMPHR>CYS INGRAM, Individually and as Executrix of the Will of MARGARET C. HUMPHItEYS, Barnstable County P):obate No. 04P0147EP-1, by power conferred by said Will and by every other power for consideration paid of Two Million, Four Hundred Seventy Five Thousand ($2,475,000.00)Dollars grant to MANNHEIM REALTY, LLC, a Delaware Limited Liability Company with an address of 712 Fifth Avenue,New York,New York 10019 with quitclaim covenants PARCEL I the land with buildings thereon situated in-Barnstable(Hyannis Port),Barnstable County, being bounded and described as follows: . NORT HERLY HERLY by land now or formerly of CIayton DuBosclue et ux, as shown on plan hereinafter mentioned,fifteen and 95/100ths(15.95)feet; EASTERLY by land now or formerly of David M. Humphreys as shown on said plan, sixty-five and 54/100ths(65.54)feet; SOUTHERLY by land now or formerly of Elizabeth H. Leech as shown on said plan,seventeen and 88/100ths (17.88)feet;and, WESTERLY by other land of said Leech as shown on said plan, sixty-three and 601100ths(63.60)feet. The above described premises are a portion of land owned by the Grantor herein under Deed recorded with the Barnstable County Registry of Deeds in Book 1096, Page 264; and also are shown as a heavily delineated parcel of land in the Northeast corner of the premises of Elizabeth H. Leech on "Plan on Land in Hyannis Port, Barnstable, Mass., belonging to Elisabeth H. Leech, Scale 1 in= 20 ft., September 28, 1960,Nelson;Bean,e and Richard Law,Surveyors,Centerville,Mass."recorded at Plan Book 158,Page 129. PROPERTY ADDRESS: 17 Hawthome A,ven,uc,Hyannis Port,MA :TER L.UKEEFFE.P.C. ATTORNEY AT LAW For title see Deed dated November 4, 1960, recorded with the Barnstable County 407 NVRTrl s'MrtT Registry of Deeds at Book 1096, Page 264. See also recorded herewith Form. 792 from MYANNIS.MASS.02601 . ;LEPHONE(500)775.7339 cn i T n %4 'nm Yu 4 W 01 3RI 50R-K-80 the Department of the Treasury, M-792 and Death Certificate for David M. Humphreys, and Probate of Margaret C. Humphreys,Barnstable County Probate No. 04PO 147EP-1. PARCEL J.1 A tract of land in Barnstable in the County of Barnstable in the Village of.Hyannis Port in the Commonwealth of Massachusetts, with the buildings thereon standing, bounded as follows: Beginning at the northeasterly corner of the tract at a stone bound on Hawthorne Avenue and running southerly on Hawthorne Avenue one hundred thirty-eight and ninety-nine one-hundredths (138.99) feet to Atlantic Avenue; thence westerly on Atlantic Avenue seventy-four and twenty-eight one-hundredths (74.28) feet to an iron pipe at Parcel A shown on plan hereinafter described; thence northerly on said Parcel A one hundred forty-one and sixty-four one-hundredths (141.64) feet to a stone bound; thence easterly by land now or formerly of C.A. Foehl et alh one hundred and forty-five one-hundredths (100.45)feet to the place of beginning. Said tract is shown as Parcel B on "Plan of land in Hyannis Port, Barnstable, Mass., as surveyed for the Estate of William Y. Humphreys", dated October 6, 1.952, Bearse and Kellogg, Civil Engineers, which said plan is duly recorded with Barnstable County Registry of Deeds at Plan Book 118,Page 67. PROPERTY ADDRESS: 17 Hawthorne Avenue,Hyannis Port,MA For title see Deed dated November 28, 1960, recorded with the Barnstable County Registry of Deeds at Book 1099,Page 87. See also recorded herewith Form 792 from the Department of the Treasury, M-792 and Death Certificate for David M. Humphreys, and the Probate of Margaret C.Humphreys Barnstable County Probate No. 04PO147EP-1. Wilness my hand and seal this d.5 day of July,2004. Ellen Humphreys am,Executrix and Individually TER L.O'K=Pr6,h.C. ATTORNEv AT LAW - a0T NORTH STREET WANNIS,M0.S.02601 .EONONE(500)7T$-91�9 ICI gninn nm xd.a WV 5b;0I 3U 500Z-9e-8db 4 A • e. 1 F K 4 K �� 11 tl.. 7 5 ^ 'Y � • 's + t✓f I �'i rri t , - y ; ,S ` o Ir .t fi o "vw51 ',Y3i Y, ..-.� ; s.... j t . s, r l VF- .:... .'. �' "�.,...:.. a_._ .. L' .".... • ) t� fir; ..�` f'�"""'_t'. i....: �.i„J �',f. x � y- kk ' `D9 e , --- .- •� 4aV�' ` 9 �4$ S fi � Y f s� w ' ��'.- ',.a �,. w rs '� -. ,.i.�' - n {, R r 1 ;1. '.�',�*'• 3 "w. y $ } z Ll Ar f. it M% Q �i If y vit 44 i b Kpp91it� J qyt", •� , MAP 286 PARCEL 003 .1 I o i s AV NU p W ' •/ - - �� 014 pz02-� � rso x 'r J a 4 01.3 046 0 O -001 ♦eze o� tW 766 0 9 0- - 026 / 151 . R 05 0 Q ♦Jr 1 r 6 O 25 \\� a , ' kP ' 3 .rise _ 1 1 - ,3 - �ylV _. ',0 7 ♦s � OS I 0 Ell 41 to >B 027 II _ 0U _ rles rwzee r 03 004 1 II 031 Ii ♦z ti y1 ,, rsw ze7 No i .vl 5 r �fM 6T 4 1 005 1t�9, 1 ♦ r67 M (a n\ MV 'MN ✓. 02 .�r.s wa rsw zss 001 rn... i o rvr zee 026 2 21 OD9 ♦n / 008 ; W / I IIIJJJ 002 a: oo'7d` - wvzee -♦el , oze 057 00,926 029 — AL _ AL wvzee 32 4k- -k- 4k- / 033 r — / 012 013 m 03t SL rt_ Subject Parcel(s) ABUTTER LIST TYPE -Cape Cod Commission " CD30o Buffer Around Subject Parcel.(s) DRI Application Filing. E Property owners within 300 ft.of the perimeter of the subject parcel upon Abutters which work is proposed.. SCALE: I"=250, #NOTE:.Planknetrics,topography,and ##NOTE:.The parcel lines are only graphic representations .DATA SOURCES.PLvilmetrks(man-made features)were interpreted Gam-1995 aerialo�l;raph T - _- .he lames vegetation were rtwpped to meet Natlalal - -of property boundaries:They are not tnre.locatbns,and �� � W.Sewall Company.;*topography and vegetation were Interpreted from 1989 aerial photographs by GEOD. - Map Accuracy Standards at a scale of do not represent achW rel lionsl*n to physicalobjects Coiporatim:.Planlrnetdcs,topography:and vegetation were mapped to meet National Map Accuracy Standards . I'=.100'. - on the map. _ - at a scale d l'=100'.Parcel lines were dl$tized from MODS Tovm of Barnstable Assessor's tax maps.- i c a « % t r „ ¢'r w t : j `, -,i t' s 7, • 'Y z+ xx � A K- .t t s ,.{.. ., e- * 4 i 3 { k.' ;�;. "Ji " 2 ;y •.z� �� f r G4..s i �f :j �' _i'' 2:J l Ej" .G L .x.,~ '°F' - -y"'1"'1F�' `ry P.3 A' ..k f;a f3 �) (1 S� � _,yF .'t ,L X L / �" l I 5 7 3 t ',�•. _! £ i_q 3 F`::.RL €.. .. T 31 ^f' `Y %et y >ti' - i a, Z r a ,5 t Via,: S ,F cs' s : v Y"y. 4 §f x 't , d t t z -r -, { r. ^' ,! .,x 'ti a € ' ti, I R- ` E. L ti. � z. 7- �' �' E t •f F r x l - 2 ` E N ', A. R f -h i t L ,_n{ ? ff m '' T t r 4 p E i * 1 5 1 ri .. , i-� L r .x..- 3 f,F ) ( 4 y ` .x K y1 J z y- x 4 ( i' .t x i Y 1 t -`21 Ju1y, 005 : ,, _ , s f n fy-Y -. .s a '.,i. 2 � e,k 4o `r f { ti a T , ,��, 4 }' ,-F. �-/`> sA C S '.r- i '+.. �, , _ to Z_ .� t :i e z X x ,� .5 { y' L. s M .. u_<r Towri of Barnstable` , - � `' t -. 1 ., i t Y y �J k 4 t 1 y, k ,`�'. 14.. , :. t4 , .L-1TT e ..14..� } h� 3�. t A L 5:., i, 11 I t 'rs 3 -.�: `, - ' a,r _ K a` r _ I � L 4 J :p } r F� ..1 � � _. X F �� 1t'� ' � '4 Y ` 'BiildmgrDepartmeIIt T ` } J y k s - r h-A I L e t:: a J,. f' S ,} i S 5 3. � .j,: `Y Town Clerk ; � r ,` %_ g „ y r ',t s,� yrr tE S' 7,� `. ,. S r ..� �, Planning Deparhnent 3 d . y �t _, - ;_ ` - µ Town of Barnstable DRI Liason t 3 � z � _ ` _ pp 6> 1, . 's r t ,z +. Y , k ,h 'f -ra `Li _x '- ..,� a 1' A, .% r -„rt ;: F `t 2 1 ' Y ( b ' a _ is '2> b F a'r .x .7 r k �' L , P €' 3e- F f 4" y f'4. ! ;L. r `. d. ?�k t�C �^ '• i �. 5 � :.f d " ? t R ,P '1' { a F ro •a *- 3....` ^.. fin.r c 3 -v E t J, v '� G ,.,,r r.ji _ � t + 4 `' r t 4, �, w Gentlemen #< s -' - Enclosed is one copy of a Development of Regional Interest apphcahon,to th'e Cape T t -' ~`, -Cod Commission for your revewti The project is`:for a residence for Mannheun x '' Sr4 MX -'. ---y ,, " .__.�k i - i j4� S 4 y 4 f - t L ' Realty LLC:Their address is 712 Sth,Avenue, 32°d Floor,New York,NY 10016 ; 1 Y. . : k^ ;�Y t`,. �S i y .,�-..; i. "* J ,, `� rt y s. 4, f { - < e ,, r Y" t: r �.� r:, r -rt ..e _« ti �, S- ' Please contact the`under`signc' if you have`any questions regarding this appLcah- I = R x .i _f i '�'� r. _ '+"'l - i ti 1, ' V T K ;K i'.,.I f FR ry, '- 1 4 -e �..; F ,I S,"{� .Your''t,ll y->• r +� +.t 3� 'r t. j 3� �` s a s ". � > y. �-a .xs R '1- m _ v �t iRA .t,,,,,•t '� E- yP, 'i - 4 ..n may, a t i c. r ' e' S N � 7t- h 3. t ` ,� ,-'x- .r -, + r>, r X ,.I r�..�Y R J,a 1r. g i ( " y __,v,r s f Y c 'S .�.,. I '> - r R _ tq 7 lr C YM E ` 6 .:* 3 "` 4 1 F ,k -y, : E S 3 Y'j f J `k >Peter G Brown,Architect a , f" . s� r'-a 2 -. ..i, Y t. ♦ a r ..-t, X .. n XZ v ti `R a { t i r 4>.�' ', Enclo§ure k t x - t , 'i, , 4 i r :' f 3 -r x F t t s h a z �F; ,a r } t q ..� +-, --`^- i , L ty ' ¢ ,i E ! Y—-'y I I ',fit T : �` .. 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'`- J , � i,- r ,?,,,�- J s .) s} .Q i ji n F v'F J 'P Z ` T I.t I ,F i •l.. L bi•Y ,, > 5 �, }, -, � f t ,_+. »`i ` -t Vr i t �`` r^ - Y a ; Y Y - G ^ b - 4 '' f th F,� x ..f c} ;7J r ._,. i „y✓ :r d ., , r j J x �.''' h�4,3 § € ! '- t _'• 4 947 Main Street Yarmouthpoit MA 02675 °s =4 k_` y' " _ Telephone/FAX 508 362 3450 Email brope tCgearthUnk net F �I a. ,? Y 2 � r o- r Mt O O C aG. G RG_r GR G'4 O G" O e O O '' J Y*. txys „" A° ,�.� r ` c • �' ' Le, - .ti+�'d ^"C ytr j! E - _'x 3. 4 ' I �y` '� 1 4S:wrR i d - s 2 r i.7 t i t s T rt�y { < �- �'°• > ,fi t;r c h c..> F a r = v i a �• '• 4 £ k __.. - _ ea -16 11 tkn;ru�por } < Sc,tu t'rficna<2oorGet �,°� F.K I.A T•ATtOTt3.. - - - - e. - .� ce?rrsdhf<.-sm.fioriey - •.,k3 .� ,£; _ a yr r - r - - Frank Cracker £stZJ - - (t/ /� �b0 � fin..- �F�. •� � n AC ��nisaorF ., tad 4.L ." Alladly u r clap. . �.. arG a W Mrs r• W I.Mi//a'� AriArlr.l a�4 ®.Mafia: r�,7�ris :!•`S,o� a ti •� s.. ^ w aE G 5tt/dder C_a LY aC E �9 �1s�' -�' - 19R� s - a ISL AND j VE O.S SanfBis-His O'o q 000 �. n :N r� r i 15 July 2005 RESIDENCE FOR MANNHEIM REALTY LLC 17 HAWTHORNE AVENUE HYANNISPORT,MA PROJECT DESCRIPTION The project site is in Hyannisport(Barnstable)Massachusetts and its area is approximately 13,276 square feet. It slopes from the northwest to the southeast. There are significant views of Nantucket sound to the south and southeast. A Queen Anne cottage presently exists on the site. It is listed in the National Register of Historic Places,as a part of the Hyannisport Historic District. The Massachusetts Historical Commission prepared an inventory of the buildings in the District in 1986 as part of the National Register requirements for listing.The subject house is included with nearly 150 other houses surveyed. In the National Register form,the house is identified as a Queen Anne style building constructed in c1890. Over the years the house has been expanded and remodeled.As photographic views show,that work has not been sympathetic to the original scale or design of the building.In addition, long-term neglect has resulted in structural disintegration and settlement.Rot,.insect infestation and-the-usualweathering have also caused deterioration. The present house does not contribute to the historic character of the neighborhood or the District. It is proposed that the existing house be demolished and a new house be constructed in its place.Adjacent to the family summerhouse, the new house will be used as a summer residence for the family's grown children and guests. It will be sympathetic to the historical traditions of the District and consistent with its architectural character.In addition to the house,a small in-ground pool,hot tub and stone exterior terraces are proposed. This area will be screened from the public ways. The proposed house will also have less impact on the Historic District and the site than does the existing house.All storm water will be contained on-site.The automobile court will be constructed of pervious blocks,with grass planted to grow through the openings in the block. Terraces will be stone pavers laid in processed stone dust.An engineering review indicates that an on-site sewerage disposal system is feasible. The proposed house will contain four bedrooms. The present house contains six bedrooms as noted on the Assessor's sheet for the property. Consequently the flow to the in-ground sewerage disposal system system will be reduced by one third. The following table shows that the proposed house has less impervious ground cover than the existing house: 1. 4. Historic District Relevance: A study of the Hyannisport Historic District and a review of the Massachusetts Historical Commission inventory lead to some interesting conclusions.The.District,which was created in the late 1980's, encompasses the entire village of Hyannisport and all the buildings which lie within its boundaries.It appears that the intent of the creation of the District was the preservation of the character of the village as a whole,with secondary emphasis on some of the individual structures. These structures of individual importance are singled out in the MAC inventory. A brief description of their architectural style, construction date and original ownership is included. The house subject to this application has no qualifying information in the inventory, raising questions about about its individual significance as a contributor to the District. Sara B. Chase,.preservation consultant,has studied the house and the district.Her report is included herewith. The proposed house will serve as a summer residence for the grown children of the family,and for the family's many guests. The space requirements include an open area for living/dining/kitchen,and four bedrooms and three bathrooms.Additional service areas such as laundry,pantry and summer recreation room are required. The house completes a complex with the Owner's existing residence to the immediate north.An exterior recreation area is planned that will serve both houses. It will contain a small swimming pool, a hot tub and stone terraces.This area is planned'as a"backyard" use and will be screened from view from the street by a decorative fence and by the house itself. Consideration was given to the adaptive reuse of the existing house. Notwithstanding the issues previously identified,there were problems adapting the house to accommodate the desired space program. Since it was originally constructed as a very small cottage,its original form was completely incompatible with.the desired concept of open interior space.This incompatibility was further compounded by the several additions and renovations to the house.The location of the house on the site compromised the views from the owner's house to the north, and negated the optimum location of the exterior recreation area to serve both houses. The design for the proposed house is in harmony with Bulletin 96-001,Designing the Future to Honor the Past,Design Guidelines for Cape Cod.Following are the architectural principles that have been incorporated in the proposed design: 1. Scale,proportion and Massing: The scale of the proposed house is reduced by a separation of its architectural elements. There is a central mass containing on the first floor the entrance and the living/dining/kitchen space. There are two bedrooms and a bath on the second-floor..This central element has a main gable perpendicular to Hawthorne Avenue,and a crossing gable facing east and west.A front porch extends across the front.These are common elements in Queen Anne architecture.While it is not large,this central element is the dominant architectural feature of the house. There are 2. Daniel E Braman,PE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-6016 March 22, 2005 Project 8705 17 Hawthorne Avenue Hyannisport, MA Yesterday, March 21, 2005,at the request of and in the presence of Peter Brown, AIA; I made a non-invasive inspection as to the structural integrity of the above house. The main part of the 1 1/2 story house was built in about 1896 and has had many additions and much remodeling done since. From the outside 1 noted: * Rotted wood in porch supports and porch roof * Several cracks in the block foundation and the depth below grade may not meet current code * Bad sag in the roof looking from the front * 1 ST floor windows in additions - OK * Original windows and trim are questionable From the inside: * Serious floor deflections and softness * Wall staining from roof leaks * Cracks in second floor walls from roof spread *Probably lead paint * Fireplace and some doors appear to be additions * I found very little of historical significance In the basement: * Small mechanical space - not original * Mostly crawl space with added supports; apparently added when floor deflection was noted * Bugs and possibly vermin noted I do not consider this house structurally sound and it is in need of major structural repair. From my previous construction cost experience, the structural repair could cost twice as much per square foot as new construction. Daniel E. Brama SALE. �0 RAM ca STRUCTURAL N a i �r E-J-JAXTIMER BUILDER, INC. April 11, 2005 Peter G. Brown Architect 947 Main Street Yarmouthport,MA 02675 Re: 17 Hawthorne Avenue Dear Peter, My company has, over the past 25 years, provided repair services to Peggy Humphreys at her residence at 17 Hawthorne"Avenue in Hyannis Port. Unfortunately, the home was not well maintained over the years, in fact, I would say it has been neglected. We were never hired to do any major renovations to the house, which it desperately needed. We were only hired to do patchwork repairs to solve immediate problems, leaks, etc. The persistent leaks have undoubtedly lead to rot. I believe this neglect has left this home structurally unsound. It is my opinion that the option of renovating it has long pasta Sin , E.J. imer 48 Rosary Lane,Hyannis,MA 02601 508-771-4498 • 508-778-4911 • Fax 508-775-4909 17 Hawthorne Avenue Hyannisport,MA 17 Hawthorne Avenue Hyannisport, Massachusetts Historical Considerations The house at the comer of Hawthorne Avenue and Atlantic Avenue was built sometime around 1890. The deed which conveys ownership of that tract from James and Ann Rhodes ( of Cleveland, Ohio)to Sarah Humphreys (of Pittsburg [sic], Pennsylvania) as of February 11, 1891, includes "the buildings thereon standing." The 1880 Atlas of Barnstable County, plate 38, shows clearly that the lot on which the house at 17 Hawthorne Avenue now stands was empty in 1880. Two parcels are shown there in 1880, with a very small building on the lower or southernmost parcel, but the upper parcel is blank. That the lot indeed comprises two parcels is confirmed by the"Parcel Detail"currently on file, which calls the lot Parcels 1 &2. The c1890 construction date places the house in the era designated by Herrick and Newman(Old Hyannisport, Massachusetts, published in 1968) in the "second period" of Hyannisport's history. Between 1871 and 1960, the Hyannisport Land Company capitalized on the increasing popularity of Cape Cod as a vacation spot. The.1890s saw "the coming of many other Summer people from Pittsburgh, St. Louis, and oddly enough many noteworthy politicians from other States." (p. 7) The general prosperity of many Americans in that Gilded Age, as it is called, and improved transportation by train and ship brought midwesterners to Cape Cod's Atlantic shore. In 1900,Sarah Humphreys conveyed the property to Ellen S. Humphreys. 1924, 1954, 1960, and 1969 are dates of additional transactions among the Humphreys, pertaining to this property; all are possible dates of alterations to the original small house built in c1890. In the area now delineated as the Hyannis Port Historic District, according to the Form A Survey submitted to the National Register of Historic Places, one hundred forty nine main buildings and fifty-eight outbuildings are included. The National Register Historic District was established in 1986. The criteria by which this particular house may be evaluated among the one hundred forty-eight other listed main buildings are as follows:- •associative value with a historical person or event of special historic significance to Hyannisport *contextual value, as one of only a few remaining houses of the 1890s period, or of the Queen Anne style—or the best remaining example of an unaltered Queen Anne house b -architectural value, having integrity of design, materials, and appearance as related to period of original construction Sara B.Chase 1 Preservation Consultant 7113105 17 Hawthorne Avenue Hyannisport,MA Associative Value The Humphreys family has owned land/dwellings in Hyannisport since 1890(possibly earlier) thus giving the house a small role as a sign of family continuity. As far as is presently known, no persons or events directly connected with the present house give it any greater sort of historic value. Other properties in the Historic District have equal or greater continuity of family ownership. The Kennedy family houses have much more associative value. Contextual Value Of the houses called out in the National Register Survey Form A for the District, only nine are described in narrative detail. Five date from before 1830; two from the 1870s, and three from around 1900-1905. Thirty-four other houses are shown to date from 6890 — c1900. A number of houses are listed as being of earlier construction with c1900 or later modifications. Twenty-three other houses in the District are listed as being Queen Anne in style. Driving through the District, one can see that the other Queen Anne houses are larger and most have more of their original detail visible. As it now stands, 17 Hawthorne does not exemplify to the passerby, nor does it present in the streetscape, a Queen Anne appearance. Moreover, the expansion of the house on the corner of Hawthorne and Payson Street"(to the north) crowds 17 Hawthorne on the northern property boundary and obscures it to view from that side. The southward grade of the land is abrupt, giving the house to the north the appearance of towering over 17 Hawthorne, and adversely affecting its Queen Anne, or even Bungalow, scale. Currently it does not contribute to the historic streetscape. Architectural Value The house at 17 Hawthorne Avenue is not an outstanding example of summer dwellings typical of the turn of the 20" century in Hyannisport. It was smaller and somewhat plainer than most when built. As it was expanded in the mid twentieth century by means of enclosing the wrap- around porch, it became atypically plain. The trim detail of the original porch gave it design coherence. Shingling the house and installing large plate glass windows removed the Queen Anne character almost entirely. In the blocks near Hawthorne Avenue are other shingled houses which do have Queen Anne design and detailing. Some have been enlarged in ways which do not detract, and in fact, add to their stylistic character. The most important document relevant to consideration of architectural value is an older photograph from the collection of the owner. Figure A is a scanned copy of that photo; date unknown. Since the c1907 Atlas (Figure C) shows that the house has a porch around all sides except where a wing extends out to the rear, and the photograph also shows a porch across the street front and along the sides, the photo can be assumed to show the house as it looked, if not originally, at least within a few years of construction. The addition of large window inset panels to part of the wraparound porch,for example,may have been done by the new owner in 1900. Sara B.Chase 2 Preservation Consultant 7113105 17 Hawthorne Avenue Hyannisport,MA Figures and Photographs Figure A. Historic photograph of the street fagade of the house (date unknown) Figure B. 1880 Atlas of Barnstable County,plate 38. Village of Hyannis Port . . . (facsimile reprint edited by Adam Gamble). Note property encircled. Figure C. c1907 Sanbom's Atlas for Barnstable County. Part of Town of Barnstable/ Hyannisport,Plate 26. (date assigned by reference librarian,Hyannis) Note property encircled. Figure Cl is title block for Plate 26. Photo 1. View of street fagade of the house from the same angle as Figure A, Taken in June 2005. Note changed treatment of first story. Photo 2. View of northeast corner showing porch and an original 2/2 window Photo 3. View of detail of porch trim joinery. Photo 4. View of house from southeast corner showing that no sense of a surrounding porch remains. Photo 5. View of typical condition of historic 2/2 window, shingling applied over original siding is on same surface plane as backband molding around window trim. Photo 6. View of original crown molding meeting later crown molding—profiles do not match. Photo 7. View of another section of crown molding meeting a different later molding profile. Photo 8. View of remainingable end ba g n rgeboard with cutout detail, and shingling overlapping windows. Photo 9. View of one of very few early interior doors showing late Victorian four-panel configuration and ceramic knob set. 14 � I Sara B.Chase 4. Preservation Consultant 7113105 17 Hawthorne Avenue Hyannisport,MA The porch on the water side of the house my have been open originally; by the time of the old photograph it has been glassed in. In the old view, it clearly reads as a porch with glass window panels and some solid wood behind the same rhythmic line of champfered square posts with shallow angled rising and falling braces above and crossed braced below at balustrade level. Thus, comparing the present appearance of the house with its c1900 appearance shows its diminished historical look. The chimney, roof line, and front gable with four small windows remain the same. Three sections of the historic porch trim are intact at the northerly comer. Other than that, all architectural elements of the house, visible from a public way, are significantly altered. Perhaps the most striking is the front entrance. Instead of a center door marked on the porch by a Queen Anne latticework sketch of a gable, flanked by 4/4 sash and shutters, set in a clapboarded house, there is a large flat four-section window in a shingled house. Photo 4 shows that no porch elements remain around the east, south, and west sides of the house. That the shingling is not original is clear from the way the backbands on the original windows and doors do not stand out from the predominant plane of the shingling. Photo 8 shows a typical view of that condition. The original clapboards may exist at least in some areas beneath the present shingles. A series of photographs of the remaining architectural features which date from the early 20`, century shows: -a.fragment of original or early_crown molding Photo 6 -one gable end with original or early decoratively cut bargeboard Photo 8 -the one remaining portion of original porch trim Photos 2&3 -another remnant of crown molding and a piece of trim from a window now closed over Photo 7(or original comer) On the interior the remaining original or early architectural features comprise only a few four panel doors with ceramic knobs (Photo 9), possibly some baseboard and chair rail in one or two rooms,possibly some beaded matched board in the attic loft. 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NEW YORK NY 10019 NEW YORK NY 10019 NEW YORK NY 10019 286006 286006 286006 MANNHEIM REALTY,LLC MANNHEIM REALTY,LLC MANNHEIM REALTY,LLC 712 FIFTH AVE 32ND FLOOR 712 FIFTH AVE 32ND FLOOR 712 FIFTH AVE 32ND FLOOR NEW YORK NY 10019 NEW YORK NY 10019 NEW YORK NY 10019 287001002 287001002 287001002 MCDERMOTT,THOMAS J& MCDERMOTT,THOMAS J& MCDERMOTT,THOMAS J& MCDERMOTT,MARYLOUISE P MCDERMOTT, MARYLOUISE P MCDERMOTT,MARYLOUISE P 76 LOVELL RD 76 LOVELL RD 76 LOVELL RD WATERTOWN MA 02172 WATERTOWN MA 02172 WATERTOWN MA 02172 286002 286002 286002 MCPHERSON FAMILY LLC MCPHERSON FAMILY LLC MCPHERSON FAMILY LLC %MCPHERSON,SUSAN S %MCPHERSON,SUSAN S %MCPHERSON,SUSAN S 51 WILLOW RD 51 WILLOW RD 51 WILLOW RD LAWRENCEVILLE NJ 08648 LAWRENCEVILLE NJ "08648 LAWRENCEVILLE NJ 08648 286008 286008 286008 MCPHERSON FAMILY LLC MCPHERSON FAMILY LLC MCPHERSON FAMILY LLC %MCPHERSON,SUSAN S %MCPHERSON,SUSAN S %MCPHERSON,SUSAN S 51 WILLOW RD 51 WILLOW RD 51 WILLOW RD LAWRENCEVILLE " NJ 08648 LAWRENCEVILLE NJ 08648 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HYANNISPORT MA 02647 HYANNISPORT MA 02647 HYANNISPORT MA 02647 265009001 265009001 265009001 SHRIVER,EUNICE K TR SHRIVER,EUNICE K TR SHRIVER,EUNICE K TR %JOSEPH P KENNEDY ENTRPRS %JOSEPH P KENNEDY ENTRPRS %JOSEPH P KENNEDY ENTRPRS 500 FIFTH AVE,SUITE 4700 500 FIFTH AVE,SUITE 4700 500 FIFTH AVE,SUITE 4700 NEW YORK NY 10110 NEW YORK NY 10110 NEW YORK NY 10110 265009002 265.009002 265009002 SHRIVER, MARIE OWINGS SHRIVER,MARIE OWINGS SHRIVER,MARIE OWINGS %JOSEPH P KENNEDY ENTERPRISES %JOSEPH P KENNEDY ENTERPRISES %JOSEPH P KENNEDY ENTERPRISES 500 FIFTH AVE,SUITE 4700 500 FIFTH AVE,SUITE 4700 500 FIFTH AVE,SUITE 4700 NEW YORK NY 10110 NEW YORK NY 10110 NEW YORK NY 10110 265010 265010 265010 SHRIVER,ROBERT JR S SHRIVER,ROBERT JR S SHRIVER,ROBERT JR S %JOSEPH P KENNEDY ENTERPRIS %JOSEPH P KENNEDY ENTERPRIS %JOSEPH P KENNEDY ENTERPRIS 500 FIFTH AVE,SUITE 4700 500 FIFTH AVE,SUITE 4700 500 FIFTH AVE,SUITE 4700 NEW YORK NY 10110 NEW YORK NY 10110 NEW YORK NY 10110 266033 266033 266033 ST ANDREW'S BY-THE-SEA ST ANDREW'S BY-THE-SEA ST ANDREW'S BY-THE-SEA EPISCOPAL CHURCH EPISCOPAL CHURCH EPISCOPAL CHURCH IRVING AVE IRVING AVE IRVING AVE HYANNISPORT MA 02647 HYANNISPORT MA 02647 HYANNISPORT MA 02647 286034 286034 286034 TREVISANI, ROBERT A& TREVISANI,ROBERT A& TREVISANI,ROBERT A& TREVISANI,H PATRICIA TREVISANI,H PATRICIA TREVISANI,H PATRICIA 45 CLIFF RD 45 CLIFF RD 45 CLIFF RD WESTON MA 02193 WESTON MA 02193 WESTON MA 02193 l f of Bps CAPE COD COMMISSION 0 _ 3225 MAIN STREET RO. BOX 22s I(? t1 I3AR1dS A6 . BARNSTABLE, MA 02630 �ryssACHUs FAX(508)2-382836 2005 NOY 29 PM2' 25 E-mail:frontdesk@capecodcommission.org DIVISIUN HEARING NOTICE CAPE COD COMMISSION The Cape Cod Commission will conduct a public hearing on Thursday, December 15, 2005 beginning at 3:00 p.m. in the First District Courthouse, Assembly of Delegates Chambers, Route 6A, Barnstable, MA. The following Development of Regional Impact (DRI) has been referred to the Cape Cod Commission under Section 3 of the DRI Enabling Regulations. This development will be heard pursuant to Section 13(a) of the Cape Cod Commission Act. The project will be considered for a DRI approval. The purpose of the final hearing is to allow for proposed corrections to and comments on factual information contained in the draft written decision. This notice is being published as required by Section 5 of the Cape Cod Commission Act. Project Name: COMM Fire District, Water Dept. & Industrial Communications & Electronics Project Applicant: Industrial Communications & Electronics Project Location: 1138 Main Street,Osterville, MA Project Description: Proposed installation of a 150-ft. monopole and equipment shelters on a new concrete pad. Anyone wishing to testify orally will be welcome to do so. Written comments may also be submitted at the hearing, or delivered or mailed to the Cape Cod Commission, P.O. Box 226, 3225 Main Street, Barnstable, MA 02630 for receipt on or before the date of the hearing or until the record is closed. The application, plans and relevant documents may be viewed by calling the.Commission office at (508) 362-3828 to schedule an appointment between the hours of 8:30 a.m. and 4:30 p.m. If you need a reasonable accommodation, please let us know by December 9, 2005. Please call for more information and to make your request. I I HAND DELIVERED t n / 1 September 2005 \ n \ Cape Cod Commission POB 226 3225 Main Street Barnstable,MA 02630 Att: Ms. Sarah P.Korjeff,Historic Preservation Specialist Re: Revised design drawings for a Residence for Mannheim Realty LLC Ms. Korjeff: { Enclosed are the--revised drawings for the subject project showing the proposed replacement dwelling.A review of the drawings indicates that the proposed dwelling has a lessened visual impact on the site. I understand that the public hearing for this project will be held on Monday,26 September,and that the time and place will be determined later. Please contact me if you have any comments regarding the revised drawings. Yours truly, Peter G. Brown Enclosure Copies w/enclosure: Manheim Realty(2),S. Chase,P. Okeeffe,P. Sullivan,Town Manager,Town Clerk,Planning Department,Bng_Department i �y OF BAD Application Cover Sheet For CommissionOnly o� r Cape Cod Commission . Sim � 3 r 3225 Main Street, PO Box 226 e I r � C, Barnstable, MA 02630 ass-4CHX3 �. Tel: (508) 362-3828 iCe NQ Fax: (508) 362-3136 Q Type of Application (check all that apply) l Development of Regional Impact(DRI) Q Hardship Exemption p Limited DRI Determination for Change of Use 0 Jurisdictional Determination = DRI Exemption p Request for Joint MEPA/DRI Review Q Project Information Fee Waiver Request? yes 00 Project Name: fVr— MMJ/J WM1 M jF46 MM' L1G Total Site Acreage: �• 30 Project/Property Location: 1:7WAWTW0E--Fi AdK{ Ht)9O V15 f!! /V4� A. Zoning: Brief Project Description: 02-64-7 Include total square footage of proposed and existing development,gross floor area,number of lots existing or to be created,specific uses, description of existing conditions,as appli ble(attach additional sheets if necessary). �t A01-- ati ,A yy Jireb✓ HovSG Gbl,l`1f�G"f�OtJ QOwner(s) of Record List the following information for all involved parcels. Provide copies of each Deed and Purchase and Sale Agreement and/or evidence of lease- hold interest,if applicable,for all involved parcels. Proof of ownership/legal right for Applicant(s)to proceed with the proposed development must be documented prior to the Commission deeming any application complete(attach additional sheets if necessary). Map/Parcel Owner's Name Lot&Plan Land Court Certificate of Title# Reg.of Deeds:Book/Page# There ARE/ARE NOT(circle one)court claims,pending or completed,involving this property(If yes,please attach relevant information). Q Certification ' I hereby certify that all information provided on this application form and in the required attachments is true and accurate to the best of my knowledge.I agree to notify the Cape Cod Commission of any changes in the information provided in this application,in writing,as soon as is practicable.I understand failure to provide the required information and any fees may result in a procedural denial of my project. NOTE: For wireless communication facilities,a licensed carrier should be either an applicant or co-applicant. Applicants)Name: MJN HEIA ESALr �� Tel: zi Z �^►' $�d y Fax: 2A Z(6�6A tq 15; Address: ?I2 'VA Avt•" 2 Jjp �-- Signature: 44t •4f1ro. LZ*r Date: 21 FAddress: nts)Name:— Tel: Fax: Date: Contact: ?6'r6'IZ—-s. 15P6I,eWl J A,l d-1110:1'r Tel: S* 62- 71 6�2 Fax: S^/K£ Address: UN1T Al M,:::��W '. MA, 07.4r,7�' Signature: Date: e1 Property Owner:4A44e- A/ AFPLY—At r Tel: Fax: Address: Signature: d Date: F Name: SAS. �"5 �-�'N� Tel: Fax: Address: - Page 1 of 2 - REQUIRED FILING MATERIALS The following must be attached to the Application Form at the time of its filing: ❑ Certified List of Abutters (required for all application types except Attachment 5, Jurisdictional Determination). A list of abutting property owners within 300 feet of the boundaries of the development site and their addresses. Include both local and off-Cape addresses when applicable. ❑ This list must be formatted in three columns consistent with the Standard Label Format designed to print on Avery Labels#5160. ❑ List must be certified by the Town Assessor's office. Note: Assessor's offices may take up to 10 days to certify an abutter's list. ❑ If there are more than 50 abutters, applicants must provide three sets of the certified list on self-adhesive labels. ❑ Required Filing Fee. Please calculate according to the Schedule of Fees (see Enabling Regulations, Section 14). Please make check payable to BARNSTABLE COUNTY TREASURER. ❑ An 8 1/2"x 11" copy of the U.S.G.S. quadrangle map of the area, containing sufficient information for the Commission to locate the site of the proposed development.- 0-Development Plans. File as required for each application type you are making. See list of Attachment(s) below for specific instructions. ❑ Permits or Actions. List of local, state, or federal agencies or boards from which a permit or other actions have, will, or may need to be sought. Include agency/board name, type of permit, date filed, and file number. If one of the listed permits or actions requires the filing of an Environmental Notification Form under the Massachusetts Environmental Policy Act (MEPA), please contact the Commission's Chief Regulatory Officer to discuss the potential for joint Commission and MEPA review: For.information on MEPA regulations contact the Executive Office of Environmental Affairs,_MEPA Unit, at (617.) 626,-1020. Please.attach all relevant MEPA documents and describe thie stafu's of th.elMEPA filing Applicants must also submit the necessary attachment(s) based on the type of application(s) being made: Attachment 1: DRI Application Filing Procedures & Requirements Attachment 2: DRI Exemption Application Filing Procedures & Requirements Attachment 3: Hardship Exemption Application Filing Procedures & Requirements Attachment 4: Limited DRI Determination for Change-of Use Application Filing Procedures & Requirements Attachment 5: Jurisdictional Determination Application Filing Procedures & Requirements m Attachment 6: Joint MEPA/DRI Review Application -Page 2of2- r Of BA CAPE COD COMMISSION O V .3225 MAIN STREET .. ® = trig P.O. BOX 226 BARNSTABLE, MA 02630 '9SSACHUS�S (508)362-3828 FAX(508)362 3136 E-mail:frontdesk@capecodcommission.org Development of Regional Impact Referral Notification August 5, 2005 Peter G. Brown, Architect 947 Main Street, Unit 3 Yarmouthport, MA 02675 Re: Mannheim Realty demolition proposal, 17 Hawthorne Avenue Hy annis ort MA. All Development of Regional Impact #TR05022 p 1S q ON Dear.Mr. Brown: This letter is to inform you that the proposed project referenced above was referred to the Cape Cod Commission(Commission) as a Development of Regional Impact(DRI)under Chapter A,Section 3:of the Enabling Regulations Governing Review of Developments of Regional Impact. The proposed project exceeds our regional development threshold of demolition of an historic structure on the National Register of Historic Places. The referral was made by John Klimm,Barnstable Town Manager on July, 27, 2005. The Commission received the referral on July 29, 2005. Under the Cape Cod Commission Act, the Commission is required to schedule a public hearing within sixty (60) days of the receipt of a DRI referral. No municipal permits may be issued unless the Commission has completed its review and issues a DRI approval. We have received your completed DRI application and I will contact you soon to schedule a public hearing during the month of September. Enclosed is a Guide to the DRI review process for your information. We will appoint a subcommittee of seven members to hear the project, and will ask you to provide seven additional copies of the application prior to the hearing. A staff report will be issued approximately one week prior to the hearing, and I will contact you to arrange a site visit to the property shortly before the public hearing. If you have questions, please contact me or Dorr Fox, Chief Regulatory Officer, at 508-362-3828. Sincerely, arah Korjeff wro_� Preservation Specialist Enclosure cc: Thomas Broadrick,Barnstable Planning Director,DRI Liaison Nancy Clark, Chair,Barnstable Historical Commission +--Barnstable Building Commissioner Barnstable Town Clerk David Ansel, Barnstable representative to the CCC 1 t� r Development of Regional Impact(DRI) Referral Form Please attach a copy of the original development permit application or site plan review, subdivision, or other application showing the date on which it was received by the Municipal Agency. Receipt of this information via the U.S. Mail or delivered in person to the Cape Cod Commission constitutes a referral for purposes of Chapter 716 of the Acts of 1989,as amended. Referred by: Town and Agency: Town of Barnstable Official Town Manager ✓ Mandatory referral Discretionary Referral Limited Discretionary referral(please see back of this form) Project Name Mannheim Realty LLC Project Proponent Name Peter G Brown, Agent/Architect Address 17 Hawthorne Avenue Hyanni sport MA 02647 Tel: (508)362-3450 Fax: (508)362-3450 Brief description of the project including,where applicable, gross floor area, lots,units, acres, and specific uses: The applicant proposes to demolish a circa 1870's dwelling consisting of 2,676 sf located in the National Register's Hyannis Port Historic District Subsequently, a new residence (2,025 sf footprint), in-ground pool hot tub and stone terrace will be constructed The new dwelling will be a summer home for the applicant's gown children and abuts the applicant's existing summer home on the south side. The new dwelling will be sited slightly south and west of the original footprint in order to provide more open space between the two properties and enhance the ocean views. Project location: R286-003 The project locus is addressed as 17 Hawthorne Ave Hyannisport The subject lot is situated on the corner of Hawthorne and Atlantic Aves. Hawthorne Ave runs southerly off of Irving Ave and merges into Squaw Island Road. List of municip agency(ies)before which a municipal development permit is pending: An applicatgR%ft a demolition permit was submitted by the a licant's agent. �S John C. D to (IZ4� Town M . ger. Forward to: Cape Cod Commission 3225 Main Street Barnstable, MA 02630 For Limited Discretionary Referrals only: Municipal agencies may make limited discretionary referrals seeking Commission review of development proposals under one or more issue areas within the Cape Cod Commission Regional Policy Plan, as set forth below. If a limited discretionary referral is accepted for review, the Commission will limit its review to those areas specified by the referring agency. The Commission will apply only those Minimum Performance Standards contained within the issue area(s) specified below by the referring agency. Minimum Performance Standards outside of the locally specified issue area(s) will not be applied in the Commission's review. Prior to making a limited discretionary referral,you are strongly encouraged to contact the Commission staff for information concerning the likely scope of the Commission review under a particular issue area. This early contact will eliminate the potential for misunderstanding about the issues the Commission would examine. Please specify one or mare areas for Commission review by checking all that apply to this Limited Discretionary Referral. Land Use/Growth Management Natural Resources Water Resources Coastal Resources Wetlands Wildlife/Plant Habitat Economic Development Community Facilities and Services Transportation Solid and Hazardous Waste Management Capital Facilities/Infrastructure Energy Affordable Housing Open Space and Recreation Historic Preservation Effect of referral on local board's time limitation to review an application: For mandatory DRI referrals,the local review time clock is suspended immediately upon receipt of a DRI referral and resumes upon the Commission's vote to approve or deny the project. For discretionary referrals and limited discretionary referrals,the local time review time clock does not stop unless and until the Commission votes to accept the discretionary referral for review, and it resumes upon the Commission's vote to approve or deny the project. Of B` s,, CAPE COD COMMISSION O Y� 3225 MAIN STREET U ® rn P.O. BOX 226 I C1'til�_ BARNSTABLE, MA 02630 25 �ssA (508)W2-3828 CHUSwC FAX(508)3 2-31136 E-mail:frontdesk0capecodcommission.org HEARING NOTICE CAPE COD COMMISSION The Cape Cod Commission will conduct a public hearing on Thursday, December 15,2005 at 1:00 p.m. at the Cape Cod Commission,3225 Main Street, Route 6A,Barnstable,MA. The following Development of Regional Impact(DRI) has been referred to.the Cape Cod Commission under Section 3 of the DRI Enabling Regulations.This development will be heard pursuant to Section 13(a).of the Cape Cod Commission Act. The project will be considered for a DRI approval. This notice is being published as required by Section 5 of the Cape Cod Commission Act, Project Name: Mannheim Realty, LLC Project Applicant: Peter G. Brown,Agent/Architect Project Location: 17 Hawthorne Avenue, Hyannisport, MA Project Description: Proposed demolition of an historic building at 17 Hawthorne Avenue, Hyannisport, located in the Hyannis Port National Register Historic District. The existing building is a circa 1890 Queen Anne style dwelling of 2,676 square feet. The applicant proposed to construct a new dwelling of approximately 3,000 square feet. Anyone wishing to testify orally will be welcome to do so. Written comments may also be submitted at the hearing,or delivered or mailed to the Cape Cod Commission,P.O. Box 226, Barnstable,MA 02630 for receipt on or before the date of the hearing or until the record is closed. , The application,plans and relevant documents may be viewed by calling the Commission office at (508)362-3828 to schedule an appointment between the hours of 8:30 a.m, and 4:30 p.m. If you need a reasonable accommodation, please let us know by December 9,2005. Please call for more information and to make your request. CAii �ian. 2. 2(��!i �:3uPti9 �_��AN��NE7fJI L L C !VEti w0"K ��o. (�2bb P, �1 1ut�rtuvv V3.�o �08, ,,�V� 02 .'-Town of Barnstable Regulatory Services * WAM lMomm F.Gealer,YD ator Building' a ng t?aaW®n Tofu Perry, Buildws Ca mudavioner M.M&W SZOK Hyawa s.MA 02601 Office:. 508-862-4038 Fax: 508-790-6230 property der Must Complete and Sign This Section If Using A Builder n� � 1't ,as Ownu of the subject property hereby authvixa �d 1f7t7LL�" . I/ to act on my behalf, in an matter telative to work.ay!t o,�x�d b9 the banding pe=nit application fot: 5 a a of ownez to ?tint Name of BS CAPE COD COMMISSION 3225 MAIN STREET =00i OF ��RkiSTA-BLE o P.O. BOX 226 BARNSTABLE, MA 02630 2006 DEC .18 PM 3: 35 `9S'St1CHUstiS (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org 54�U December 14, 2006 Tom Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Revised Architectural Elevations for Mannheim Realty Project, 17 Hawthorne Avenue, Hyannisport Dear Mr. Perry, The owners of the property at 17 Hawthorne Avenue in Hyannisport have submitted revised development plans for my review: As you know, this property is located within the Hyannisport National Register Historic District and the original development plans, which involved demolition of the historic house, were denied by the Cape Cod Commission on February 9, 2006. The revised plans, entitled Residence for Mannheim LLC and dated October 27,_2006, ((� will retain the existing historic building, relocate it approximately 12 feet southward on the property, restore the original open porch on the front, and add two small one-story additions on the north and south facades. Both additions will be set back from the front fagade and will not alter the building's character-defining features. Notes included on the revised plans clarify that all existing structural and finish materials will be restored and reused except where they are shown to be removed.on the proposed demolition plans. The Barnstable Historical Commission submitted a letter in support of this revised design proposal on September 20, 2006. Based on the October 27, 2006 plans' restoration and reuse of the existing historic structure and its architectural features, I believe that the revised plans do not constitute a substantial alteration of the historic structure on the site and thus do not require DRI review by the Cape Cod Commission. Feel free to contact me if you have any questions regarding this matter. Sincerely, Sarah Korjeff Preservation Specialist z�A cc. Peter Brown, Architect Ruth Weil, Director of Growth Management Tom Broadrick, Director of Planning, Zoning and Historic Preservation Jackie Etsten, Principal Planner Nancy Clark, Chair, Barnstable Historical Commission t of Bps CAPE COD COMMISSION V ® �� 3225 MAIN STREET a:a��ttr '3"< E P.O. BOX 226 ` mac, BARNSTABLE, MA 02630 ''" ' I ? j j ; j I �sS�1CHU FAX(508)362-31836 E-mail:frontdesk@capecodcommission.org TO: Town of Barnstable Town Clerk, Building Inspector, Town Planner,Planning Board, Historic Commission, DRI Liaison FROM: wail P. Hanley, Clerk of the Commission SUBJECT: Mannheim Realty Trust Development of Regional Impact Denial Decision �� DATE: February 15, 2006 Enclosed please find a copy of the Mannheim Realty Trust Development of Regional Impact Denial Decision that was decided by the Cape Cod Commission on February 9, 2006. Should you have any questions,please do not hesitate to contact our office. cc: Patty Daley, Director of Comprehensive Planning Jackie Etsten,Principal Planner k I r $s�Of BA D CAPE COD COMMISSION t' 3225 MAIN STREET P.O. BOX 226 BARNSTABLE,MA 02630 �r�ssACHUs FAX(508)3 2-31136 E-mail:frontdesk®capecodcommission.org DATE: February 9, 2006 TO: Peter G. Brown, Agent/Architect 947 Main Street, Unit 3 Yarmouthport, MA 02675 FROM: Cape Cod Commission RE: Development of Regional Impact Cape Cod Commission Act, Sections 12 & 13 APPLICANT: Mannheim Realty Trust 712 Fifth Avenue New York, NY 10019 PROJECT #: TR05022 PROJECT: Mannheim Realty LLC/17 Hawthorne Avenue, Hyannisport, MA BOOK/PAGE: Book 18857/Page 252 DECISION OF THE CAPE COD COMMISSION SUMMARY The Cape Cod Commission (Commission) hereby denies the application of Mannheim Realty Trust for a Development of Regional Impact (DRI) pursuant to Sections 12 & 13 of the Cape Cod Commission Act (Act), c. 716 of the Acts of 1989, as amended, for the proposed demolition of the residence at 17 Hawthorne Avenue, Hyannisport, MA, and construction of a new residence at.that site: The decision is rendered pursuant to a vote of the Commission on February 9, 2006. PROTECT DESCRIPTION The Mannheim Realty property, located at 17 Hawthorne Avenue in Hyannisport, is approximately 1/3 acre of land with a one and a half story wood frame building constructed circa 1890 in the late Victorian/Queen Anne style. It is located within the Hyannisport Historic District and is listed as a contributing property on the State and National Registers of Historic Places. The applicant proposes to demolish the existing building and construct a new dwelling in its place. The proposed new dwelling would also be one and a half stories, with a cross gable roof and a one story ell on the south side of the property. to PROCEDURAL HISTORY The project was referred to the Cape Cod Commission by the Barnstable Town Manager on July 27, 2005 under Section 3(a) of the Cape Cod Commission DRI Enabling Regulations, Barnstable County Ordinance 90-12, as amended. Duly noticed public hearings were conducted by the Commission pursuant to Section 5 of the Act by an authorized subcommittee of the Commission on September 26, 2005 in the Barnstable Town Hall Selectman's Meeting Room, and on December 15, 2005 in the Cape Cod Commission-library. The public hearing and record were closed on December 15, 2005. At the December 15, 2005 public hearing, the subcommittee voted 3 to 1 to recommend to the full Commission that.the DRI application for the proposed demolition and new construction be approved with conditions. The pubic hearing was re-opened at the full Commission meeting on January 26, 2006. At this hearing, the full Commission voted ` to remand the project to the subcommittee for consideration of new information received from the Town of Barnstable. At a duly.noticed subcommittee meeting held on January 30, 2006, the subcommittee considered the new information and voted 3 to 1 to recommend to the full Commission that the DRI application for the proposed demolition and new.construction be approved with conditions. The applicant agreed to extend the decision time to the close of business on February 17, 2006. At the February 9, 2006 full Commission meeting, the Commission voted 8 to 2.in opposition to the DRI application. Materials submitted for the record From the applicant: • DRI application, including proposed plans and elevation drawings by Peter G. Brown, Architect, dated July 11, 2005, and report by Sara B. Chase, Preservation Consultant, dated 7/13/05, all received July 22, 2005. • Revised.architectural elevations for proposed new residence by Peter G. Brown, Architect, dated 25 August 2005, received September 1, 2005. Resume and associated information about Sara B. Chase, preservation consultant, received September_16,-2005 - -- .. -� - - . • Structural report for 17 Hawthorne Avenue by Allen and Major Associates, dated . October 27, 2005, received November 1, 2005. • Extension of the 60-day.decision period to February 17, 2006, signed by Peter G. Brown on February 6, 2006. • Letter from Peter L. O'Keeffe, attorney, to Sarah P. Korjeff, dated February 7, 2006, re: compliance with Barnstable Comprehensive Plan and Regional Policy Plan. From Cape Cod Commission staff: • DRI referral notification letter, dated August 5, 2005. *'DRI subcommittee notice, dated September 9, 2005. Staff Report, dated September 20, 2005. Mannheim Realty/17 Hawthorne Ave., Hyannisport, MA #TR05022 2 FPhriiary 9. gnn6 Dprkinn i • Subcommittee Memo re: engineer's report and upcoming hearing, dated November 18, 2005. • Minutes of September 26th and December 15th public hearings, and January 30, 2006 subcommittee meeting: From state/local officials: • DRI referral form, dated July 27, 2005, received July 29, 2005. • Letters.from Barnstable Historical Commission re: opposition to demolition, dated September 26, 2005, and December 15, 2005. • Letter from Massachusetts Historical Commission re: adverse effect of demolition, dated May 31, 2005, received June 6, 2005. • Email from Town of Barnstable Planning Director to Sarah Korjeff re: inconsistency with comprehensive plan and zoning compliance, dated January 20; 2006. • Letter from Barnstable Historical Commission re: inconsistency with Barnstable Comprehensive Plan, dated January 18, 2006. Letter frbm Ruth Weil, Director, Town.of Barnstable Growth Management Department, regard uigyincon'sistency with Barnstable Comprehensive Plan, dated January 23, 2006. From the public: • Letter from J. B. McPherson, abutter, in support of new construction, dated October 14, 2005: The application and notices of public hearings.relative thereto, the Commission staff's notes, exhibits and correspondence, the transcript and.minutes of meetings and hearings and all written submissions received in the course of our proceedings are incorporated into the record by reference. TESTIMONY The Commission heard oral testimony at the'September 26, 2005 and December.15, 2005 hearings, At the September 26, 2005 hearing, Peter Brown, architect, presented.the project, stating that new construction was proposed-because the house was unsound based on neglect and deterioration. He reviewed the plans for the proposed new structure, noting that it is designed to be consistent with Queen Anne architecture common in the district. Sara Chase, Preservation Consultant, reviewed her research on the building and its alterations. Sarah Korjeff, Commission staff, presented the staff report, encouraging the applicant to reuse the existing building rather than demolish it. Mrs. McPherson, abutter, spoke to her knowledge of the historic district's establishment. Marilyn Fifield, Barnstable Historical Commission, also spoke to the historic district's creation. Bruce McPherson, abutter, questioned several details of the proposed design. At the December 15, 2005 hearing, Peter Brown summarized the project, noting the findings of the engineer's report, and stating that their preservation consultant did not believe the building was historically significant. Sarah Korjeff gave a project update and noted concern about incremental loss of buildings in the historic district. George Jessop, Mannheim Realty/17 Hawthorne Ave., Hyannisport, MA #TR05022 3 FPhniary 9. 9006 T)Pc,i-,inn n Barnstable Historical Commission, spoke in opposition to the proposed demolition. Marilyn Fifield spoke to the Historical Commission's comment letters. Mr. Brown noted that the district has significance regardless of the Mannheim property. The subcommittee voted to recommend approval of the applicant's proposal for demolition and new construction, and discussed possible mitigation for the demolition. At the January 30, 2006 subcommittee meeting, the subcommittee reviewed the Barnstable Comprehensive Plan and Minimum Performance Standard 6.1.1 of the Regional Policy Plan. Tom Broadrick, Barnstable Planning Director, stated his opinion that the.proposed project was inconsistent with the Barnstable Comprehensive Plan. He did note that Strategy 7.5.1.2 used the language "should" rather than "shall" in order to give some discretion. Leo Cakounes reviewed Strategy 7.5.1.2 of the Barnstable Comprehensive Plan, noting that it does not prohibit demolition, and that it allows features of historic significance to be replaced with similar elements. Peter Brown, applicant's representative, reviewed the findings of Sara Chase, historic s-- reservation,censultant,.statin that the existing buildinghas little historic significance. Nancy Clark, Chair.of the Barnstable Historical Commision, stated that they have submitted three letters calling for preservation of this building, and noted that the Hyannisport Historic District boundaries were.drawn to exclude more recent structures of similar scale. Jackie Etsten, Barnstable Planning Department, noted information from the Historical Commission's architect member, and stated the importance of retaining the integrity of the National Register district, noting that it does not currently have new buildings in it. Barbara Flynn, Barnstable Historical Commission Vice Chair, noted that an addition to the building would be easy to accommodate and that preservation is important to the town's economy. Mark Harding stated that his background is in historic restoration and.that review of the new information did not cause him to change his position. Bill Doherty stated his belief that infill can be done consistent with the . character of the historic district. He stated that after review of the new information he had not changed his position. David Ansel noted his disagreement with the other subcommittee members, stating that demolition of a structure in an historic district, should have approval from the Historical Commission. Leo Cakounes moved and Bill Doherty seconded a motion that a finding be made that removal and alteration of distinguishing original stylistic features or examples of skilled craftsmanship of historic significance would not have a significant negative impact on the surrounding historic district. Three members (Harding, Doherty, Cakounes) voted in favor,of this motion, and one was opposed (Ansel). A second motion was made finding that the project was consistent with the Barnstable-Comprehensive-Plan:,=LeosCakounes Mark�Harding-and Bill Doherty voted in favor. David Ansel was opposed. At the February 9, 2006 Commission meeting, Sarah Korjeff reviewed the project proposal and the draft decision. Peter Brown, applicant's representative, read a letter from Sara Chase, preservation consultant, stating the building was not part of the original planned resort development in Hyannisport and that it was a poor example of seaside summer resort architecture. Mr. Brown also referenced a letter from Peter O'Keeffe, attorney for the applicant, stating that the project complies with the Regional Policy Plan and Barnstable Comprehensive plan. Patty Daley, Esq., Director of Comprehensive Planning for the Town of Barnstable Growth Management Department, stated the town believes the project is not consistent with the Local Comprehensive Plan. She stated that section 7.5.1.2 of the Local Comprehensive Plan Mannheim Realty/17 Hawthorne Ave., Hyannisport, MA #TR05022 4 FPhmary 9. ?nn6 Dprkinn v should be read as a whole,acknowledging the overall intent to preserve historic structures. She also stated that in reading the Plan as a whole, Strategy 7.5.1.2 contemplates having approval of the Historical Commission and/or the Historic District Commission. Nancy Clark, Chair of the Barnstable Historical Commission, , presented information from the Historical Commission's architect member stating the building is stable and can be rehabilitated. She noted that the house_is a contributing property in the historic district and is worth saving. Barbara Flynn, Vice Chair of the Barnstable Historical Commission, recalled all the letters against the building's demolition and stated her belief that the house can be rehabilitated. Jackie Etsten, Barnstable Growth Management Department staff assigned to Historic Boards, noted that the town does not have authority to stop demolition in a National Register historic district. She stated that the intent is to preserve properties in the National Register district and noted that the high value of the property is partly due to the historic district's success in preserving community character. Catherine_Fraze-r, Chatham,representative,to the Commission, stated that the Loca'l=- Comprehensive Plan's language shows a strong intent to preserve historic structures and she would vote against demolition. Susan Kadar, Truro representative to the Commission, noted that many town entities are asking the Commission to prevent demolition and the Commission should give weight and deference to the town's opinion. She indicated she would vote against the demolition. Frank Hogan, Orleans representative to the Commission, stated the building is a contributing building in the historic district and they have evidence from the town that it is in good condition. He also noted that based upon evidence from staff,the demolition is not consistent with the Regional Policy Plan. He stated he would vote to preserve it. David Ansel, Barnstable representative to the Commission, noted the building has been modified and is not particularly attractive,but he did not want to substitute his personal-view for groups like the Barnstable Historical Commission, Massachusetts Historical Commission and Commission staff which have advised against demolition. He also noted that Commission staff member Sarah,Korjeff has supported the preservation position. He stated the Local Comprehensive Plan language may not be clear, but the Historical Commission, Planning Director, and the Growth Management Department all are in opposition to demolition and their opinions hold weight. He also noted the high purchase price of the property.and the issue of blocking the view from the adjacent building. Leo Cakounes, Harwich representative to the Commission, noted there was only one neighbor who attended and they were in favor of demolition. Mr. Cakounes=then,described haw thesbuilding-had-been.alteredr,ard.how only,`the roofline--r, and the dormer were unchanged. He noted the structural work that would be necessary to reuse the building and questioned whether the Commission would really be saving something. Elizabeth Taylor, Brewster representative to the Commission, stated she would not vote for the project when the town determined it was inconsistent with their Comprehensive Plan. Mr. Brown, responding to questions, confirmed that the structure was last occupied about three years ago and that significant reconstruction - work was necessary to make the house safe and habitable, noting concerns regarding the foundation, first floor.joists and roof rafters. Mark Harding,Native American representative to the Commission, noted his training as a historic preservation officer and as a restoration contractor. He stated that it was a difficult decision, but that the building has been so altered that he could not say it was worth saving. Bob Jones, Sandwich representative to the Commission, noted that the owner was aware of the Mannheim Realty/17 Hawthorne Ave., Hyannisport, MA #TR05022 5 FPhriiary 9. 9nn6 Dprision building's condition and did not make their.purchase contingent on demolition. He stated he would be uncomfortable going against the towns opinion regarding consistency with the Local Comprehensive Plan and said he was inclined to preserve the building. The Commission voted 8 to 2 in opposition to the approval of the DRI application for the demolition of the residence at 17 Hawthorne Avenue, Hyannisport. RMSDICTION The proposed Mannheim Realty Trust/17 Hawthorne Avenue, Hyannisport, MA project qualified as a Development of Regional Impact (DRI) under Section 3(a) of the DRI Enabling Regulations governing review of Developments of Regional Impact, which requires review of "any proposed demolition or substantial alteration of an historic structure or destruction or substantial alteration to an historic or archaeological site listed with the National Register of Historic Places or Massachusetts Register of Historic Places, outside a municipal historic district or outside the Old King's Highway Regional Historic District." FINDINGS The Commission has considered the application of Mannheim Realty Trust for the proposed demolition and new construction at 17 Hawthorne Avenue, Hyannisport, and based on consideration of such application and upon the information presented at the public hearings and submitted for the record, makes the following findings pursuant to Sections 12 & 13 of the Act: 1. The residence at 17 Hawthorne Avenue; Hyannisport; MA, is a contributing property in the Hyannisport National Register Historic District: Because it is a contributing part of the historic district, it is listed on both the National Register of Historic Places and.the State Register of Historic Places. The structure is not individually eligible for listing on the National Register. 2. The Mannheim Realty property is a one and a half story residence on approximately one third acre of land. It is located at the corner of Hawthorne Avenue and Atlantic Avenue in the southwest portion of the historic district. The house was built circa 1890, and is constructed in a late Victorian architectural style commonly known as the Queen Annestyle;which-wasa poputar style for-summer resoffarchitecture in theregion:- The original building has undergone several alterations, including enclosure of large portions of the wrap-around porch and relocation of the building's central entry. Portions of the original architectural detailing are still visible in some parts of the house. 3. The project is located within the Hyannisport Historic District, which was listed on the National Register of Historic Places in 1987. The district includes approximately 150 contributingproperties related primarily to Hyannis' summer resort development in P P P Y Y p h late 19th nd earl 20`h centuries. The district's character today is largely related to the a y y gy the creation of the Hyannis Land Company formed in 1871-72 which subdivided the Y P Y , area and created one of the Cape's first planned resort communities. Many of the structures in the district were built in the late 1800s and early 1900s and reflect the Mannheim Realty/17 Hawthorne Ave., Hyannisport, MA #TR05022 6 FPhmary 9. ?nn6 Dprkinn � f �i Victorian Queen Anne, Shingle, Colonial Revival.and other architectural styles that were popular during that period. 4. The Massachusetts Historical Commission, in a letter dated May 31, 2005, noted that demolition of the proposed property would adversely affect the Hyannisport Historic District and encouraged the applicant to consult with the Cape Cod Commission to explore alternatives that would allow the property to remain intact. 5. The Barnstable Historical Commission voted unanimously at its regular meeting on September 20, 2005 to oppose the demolition of the contributing building at 17 Hawthorne Avenue, and stated in letters dated September 26, 2005 and December 15, 2005 that loss of this.historic property would compromise the historical integrity and diminish_ the historic setting and context of the Hyannisport National Register Historic District. The Historical Commission further submitted a letter dated January 18, 2006 stating their belief that the proposed project is inconsistent with the Barnstable.Local Comprehensive Plan?-- - 6. Sara B. Chase, historic preservation consultant, evaluated the building's historic significance. Based on her research of 17 Hawthorne Avenue, she presented her opinion that the building has little value for its association with a historical person or event of significance to Hyannisport. She also opined that the property has limited value as an example of architecture of the 1890s or of the Queen Anne style since so many other Queen Anne style houses in the district have more of their original detail visible. The Commission does not adopt this evidence, and finds that the original form and architectural detail of Queen Anne style.is still visible in some parts of the house. 7. An engineer's survey conducted for the applicant identified structural concerns related to the building's foundation and first floor framing, as well as deficient roof framing on the second floor. The Commission finds that the owner was aware of the building's.condition upon purchase of the property and did not make its purchase contingent upon demolition of the structure. The Commission further finds that, as the Barnstable Historical Commission presented through the opinion of its architect member in a letter dated December 15, 2006, the structural concerns noted in the engineer's survey could be addressed through simple and straightforward corrections. 8. RPP Minimum Performance Standard 6.1.1 requires preservation of an historic structure's key:char-actPrzdef r ing features::. It further states,that removal or_,alteration of distinguishing original.stylistic features or examples of skilled craftsmanship shall be prohibited unless the Commission determines that such removal or alteration will not have a significant negative impact on the integrity of.the historic property, surrounding historic district, or otherwise distinctive neighborhood. The Commission finds that demolition of the contributing building at 17 Hawthorne Avenue would have a negative impact on the integrity of the historic district, adopting the opinions of both the Barnstable Historical Commission and the Massachusetts Historical Commission, as well as of the Commission.staff Preservation Specialist. The Commission finds that the development application for the proposed demolition of 17 Hawthorne Avenue is not consistent with performance standard 6.1.1 of the Regional Policy Plan. Mannheim Realty/17 Hawthorne Ave., Hyannisport, MA #TR05022 7 FPbniary 9. 9no6 Di-risinn 9. The Commission, after consideration of all the evidence, finds that the structure at 17 Hawthorne Avenue is a contributing building to the H annis ort National Register Historic District and that the incremental loss of the structure would have a significant negative impact on the integrity of the historic district. 10. The Commission finds that, as presented by correspondence from the Town of Barnstable Planning Director dated January 20, 2006, the project is consistent with local zoning. 11. After examining the language of the Barnstable Local Comprehensive Plan, the Commission finds that the Plan's language shows intent to preserve historic structures and encourage their preservation. Upon examination of all the evidence presented, the Commission finds that, as support by correspondence from the Barnstable Historical Commission dated September 26, 2005, December 15, 2005, and January 18, 2006, the Director of the Barnstable Growth Management Department dated January 23, 2006, the Town of Barnstable Pla nning Director dated January20,2006, as well as the 3= testimony provided by Patty Daley, Director of Comprehensive Planning for the Town of Barnstable, Nancy Clark, Chair of the Barnstable Historical Commission, Barbara Flynn, Vice Chair of the Barnstable Historical Commission, Jackie Etsten, Barnstable Growth Management staff, and George Jessop, architect member of the Barnstable Historical Commission, the proposed development application for demolition of the structure at 17 Hawthorne Avenue is not consistent with the Barnstable Local Comprehensive Plan. 12. In examining the proposed development application for demolition of the 17 Hawthorne Avenue structure, the Commission finds that the structure can be preserved on-site and incorporated into the overall design of the development. The Commission adopts the testimony and evidence submitted by the Barnstable Historical Commission, Barnstable Planning Director, Barnstable Director of Comprehensive a ement Department, and further finds that the Planningand Barnstable Growth Mang p , development application for the demolition of the structure at 17 Hawthorne Avenue is inconsistent with Strategy 7.5.1.2 of their Local Comprehensive Plan. 13. The Commission finds that the probable benefits of the proposed project, which include the applicant's ability to build a new structure on the site, do not outweigh.the probable detriments of the proposed project, which include loss of a contributing building,in.the-National Registe-r.historic district,-and.the incremental loss of building fabric that helps to tell the story of Hyannisport's development, causing an adverse impact to the integrity and significance of the district. 14. The proposed development fails to satisfy three of the requirements for DRI Cod Commission Act Section 13 d as follows: 1 the approval set out by the Cape O ) do not probable detriments; 2 probable benefits of the developmentoutwei h g the p ) the development is not consistent with the Regional Policy Plan; and, 3) the development is not consistent with the local comprehensive plan. 15. The proposed osed project is not located within a District of Critical Planning Concern. 5 P P Pj g Mannheim Realty/17 Hawthorne Ave.,Hyannisport, MA #TR05022 8 FPhrnary A_ ?nn6 T)PriSinn r CONCLUSION Based on the findings above, the Cape Cod Commission hereby concludes: The proposed development is not consistent with the Regional Policy Plan, in particular Minimum Performance Standard 6.1.1. • The probable benefits of the proposed project do not outweigh the probable detriments resulting from the development. Probable project detriments include loss of a contributing historic structure in a National Register historic district, and an adverse impact on the integrity and significance of the Hyannisport National Register historic district. The proposed project is not consistent with the Barnstable Local Comprehensive Plan. • The proposed project ap,eears to be in compliance with local development,by-laws. The Cape Cod Commission hereby denies the application of Mannheim Realty LLC pursuant to Sections 12 & 13 of the Act, c. 716 of the Acts of 1989, as amended, for the proposed demolition and new construction at 17 Hawthorne Avenue,Hyannisport' (Barnstable), MA. Brad Crowell, Vice Chair Date Commonwealth of Massachusetts Barnstable, ss. 2006 Before me, the undersigned notary public, personally appeared �a a ivoe& in his/her capacity as Cl airmah"of the�Cap6�Cod`Con rrussion who se,narne'is igned�'.. on the preceding document, and such person acknowledged to me.that he/she signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification, which was [_] photographic identification with signature issued by a federal or state governmental agency, [_] oath or affirmation of a credible witness, or [A] personal knowledge of the undersigned. 019 Notary Public My Commission expires: `0113111 Mannheim Realty/17 Hawthorne Ave., Hyannisport, MA #TR05022 9 FPhrnary 9. ?nm Dprkinn f 1"�r Town of Barnstable ti Historical Commission BARNSTAOM y MASS. 0a �639• �0 ArfD.MP't°i September 26,2005 Cape Cod Commission 3225 Main Street O Barnstable,MA 02630 Dear Commissioners: At its regular meeting on September 20, 2005, the Barnstable Historical Commission, established per MGL Chapter 40, Section 8D, voted unanimously to appeal to you to preclude demolition of the structure at 17 Hawthorne .Avenue that is deemed a contributing historic structure in the Hyannis Port National Register Historic District. This demolition.is sought in the application of Mannheim Realty, referred.for Cape Cod Commission.review by the Barnstable Town Manager on July 27,2005:' Loss of this historic property would compromise the historical :integrity and diminish the historic setting and .context of the Hyannis Port National Register Historic District. The District was accepted by the.National Park Service for National Register listing 18 years ago, culminating years of efforts by local volunteer researchers, with allocation of Town and State funding, and support of Barnstable voters at Town Meeting, as well as approval.of the Massachusetts .Historical Commission. Beyond its local and regional`significance;Hyannis'Port:has national and international significance as the site of the Summer White House some 45 years ago. Surely, Hyannis Port, with its Kennedy Compound designated a National Historic Landmark, deserves the application of the highest,historic preservation standard,. Only one other.National Historic Landmark=President Kennedy's birthplace in Brookline — commemorates the late President as a native,son of Massachusetts. Countless visitors travel here each year to see the Hyannis and Hyannis Port associated with the Kennedy Presidency. In years past, President Kennedy and his wife and daughter have each expressed concern for preservation of our natural and architectural heritage. At a 1961 building dedication,the President said, "It is our task in our time and in our generation to hand down undiminished to those who come after us, as was handed down to us by those who went before, the natural wealth and beauty which is ours." In voting.to establish the Cape Cod Commission, Cape Codd ers accepted a higher,level of regulation in order to sustain the historical and cultural.values that comprise our Cape Cod-heritage and legacy.. Please adhere to the Cape Cod .Regional Policy Plarr, the self-proclaimed."expression of the shared aspirations of Cape Codders for the future".that commits the County"to serve as steward and trustee of the natural and cultural resources of Cape Cod.. . .". Please help conserve intact the Hyannis Port that gained international recognition as the Kennedy summer home by preserving the historical integrity of the. Hyannis Port National. Register Historic District that encompasses the National Historic Landmark Kennedy Compound. The Barnstable Historical Commission appreciates your careful-con fderation of this project, and stands ready to collaborate in seeking preservation throughout the National Register Historic District that we and our predecessors worked so hard to establish. Thank you for your attention to our concerns. Respectfully submitted, Barnstable Historical Commission NancyClark JMarily4nifield Chair Clerk r of BAR��� CAPE COD COMMISSION r 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 9ssACH�7sti� (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org HEARING NOTICE CAPE COD COMMISSION The Cape Cod Commission will conduct a public hearing on Monday,September 26, 2005 at 7:00 p.m. at the Barnstable Town Hall, Selectmen's Conference Room,367 Main Street, Hyannis, MA. The following Development of Regional Impact(DRI)has been referred to the Cape Cod Commission under Section 3 of the DRI Enabling Regulations.This development will be heard pursuant to Section 13(a)of the Cape Cod Commission Act. The project will be considered for a DRI approval. This notice is being published as;required by Section 5 of the Cape Cod Commission Act. Project Name: Mannheim Realty, LLC Project Applicant: Peter G. Brown, Agent/Architect Project Location: 1;7? wthome Avenue, Hyannispo MA Project Description: Proposed demolition of aii� isto it c building at-17 Hawthorne Avenue, [Hyawnmnisport, located`n the Hyanni°s-Port-N-ational Register Historic District. The existing building is a circa 1890 Queen Anne style dwelling of 2,676 square feet. The applicant proposed to construct a new dwelling of approximately 3,000 square feet. Anyone wishing to testify orally will be welcome to do so. Written comments may also be submitted at the hearing, or delivered or mailed to the Cape Cod Commission, P.O. Box 226, Barnstable,MA 02630 for receipt on or before the date of the hearing or until the record is closed. The application, plans and relevant documents may be viewed by calling the Commission office at (508) 362-3828 to schedule an appointment between the hours of 8:30 a.m. and 4:30 p.m. If you need a reasonable accommodation,please let us know by September 20,2005. Please call for more information and to make your request. i two wings that are of secondary visual importance to the house.The south wing contains two bedrooms and a bath.The north wing contains a summer recreation room,a bath and the laundry and pantry. The roof of the central element is steeply pitched,consistent with the Queen Anne style. A lower shed type roof surrounds the central roof.The rooflines of the wings are lowered to reduce the scale and mass of the house. 2. Windows and Openings: Windows and door openings are selected to be consistent with houses of similar style within the District.Any large areas of glass are sheltered by porch overhangs,and are reduced in scale by the use of mullions and transoms. 3. Materials: All materials for the house are chosen from a palette of materials consistently used on houses within the district.Walls are proposed to be white cedar shingles and cedar boards,stained.Roofs will be red cedar shingles.Trim will be cedar,painted or stained.Doors and windows will be wood,stained,painted or clad. Certain areas at the base of the house,and the retaining wall at the perimeter of the property will be New England fieldstone.The fence screening the recreation area will be vertical cedar boards with a lattice top,painted. A 3. I 15 July 2005 RESIDENCE FOR MANNHEIM REALTY LLC 17 HAWTHORNE AVENUE HYANNISPORT,MA 02641 REQUIRED PERMIT LIST: The only additional permit required for this project is a Building Permit from the Town of Barnstable 11 I I f I 4� l� I� III ix, ti r ,� 11 1 1 � . '�"' xf�•' a: ra-� Y ldLi y °�A„'S:�' $$?k� ro "� � ����. �;•� ,,k .eve �a "Wa a'��'+ik# � �?+,x, -`+v s r a . i & 4 n i � e y: _ " S ✓Q = ys � h W� 4 i� 7 _ k � w � x �« N t y � rs' a ;' N/F Mannheim Realty, LLC N/F Bk 18255/65 Martin & C/oudio gu ssmo . -f 19 Irving Ave -. Bk 71911,324 1 Sty w/7 - Dwelling 2 Sty w/i . . Dwelling _ l`/Y 15.95' SR'O SB7 N85 31'50"w 48 30'E 15.5' 100.45 W - - !il o :co, Q ° LO 4 cv 0— CBIDH �?aa,i N7 ASSESSORS REF: 24 a N s7 0.py Fe/D� � Map 286, Parcel 003 o .9 0 34 ' O OVERL AY Y DIS TRICT. 3 0 RI T h m 3 22.s' AP _ Aquifer Protection District W 'h • h o New Concrete FLOOD ZONE: Foundation zone C 45-5' # 17 Community Panel No. O #250001 0008 D July 2, 1992 74.28' t ¢ N842720'W ZONE. A ���fiC (40' Wide ) ® � RF-1 (Private Way) /q ��nu ` Area (min.) 43,560 SF Frontage (min) 20' Width (min) 125' Setbacks: Front 30' Side 15' Rear 15' Al certify that the foundation ry .� RICHAR � fi? shown hereon .conforms. to 0 LycU EUr. 3 � the setback requirements of #3s12 the Zoning .Bylaws of the PLOT PLANAT town o'f. Barnstable. 17 Hawthorne Ave In A .y,4, BARNSTAVIL Professional Land Surveyor D to (Hyannisport) NOTES. . -.- MASS. 7.) The new foundation shown w:as located DATE: 041JUNIO7. SCALE: 1"=40': on the ground by con vent.ion,al: survey 0.10 20 30 40 60 80 FEET methods on May 28, PREPARED ,FOR: 2.) The property:Jine information shown Martin & Claudia Bussrnann hereon was compiled. from available record 15 Windrose Way information. Greenwich, CT. 06830 3.) . This plan is not for recording and is PREPARED BY: Qg� not to be used for construction layout or CapeSurv. deed descrip tion purposes. 7 Parker Road Osterville MA 02655 DWG #.. C292gI FIELD BY.- WHK/DWB (508) 420-3994 / 420-3995fax Taylor Design Associates, Inc. P. O. Box 1313 Forestdale, MA 02644 Telephone &Fax: (508) 790-4686 September 7, 2007 E. J. Jaxtimer Builder,Inc. 48 Rosary Lane Hyannis, MA 02601 RE: Bussmann/Mannheim LLC Res. 17 Hawthorne'Avenue Hyannisport, MA Existing Roof Framing Dear Mr. Jaxtimer: On September 5, 2007, I inspected the new and existing framing of the subject residence. The existing roof framing is in extremely distressed condition. The following items were noted: 1. The wood is extremely dried having lost structural capacity; 2. None of the framing meets existing building code requirements; 3. Roof rafters are 2"x6"s and 2"x4 '/2" members spaced at 26" and 28" on center; 4. Sistering a new member to the existing member-is not possible due to the brittle and twisted condition of the existing framing; 5. The flush connections have opened and are twisted Structural capacity has been lost; 6.. It appears that dry rot is present throughout the existing roof; 7. There are no structural ridges present; and 8. The roof framing has shifted beyond repair by normal means. Page 2 September 7, 2007 RE: Bussman/Mannheim The original design that the existing framing could be reinforced to provide the needed capacity was based that the existing framing had some usable capacity. The actual condition the existing framing is so poor that there is no structural capacity provided. The existing roof framing should be removed. If you have any questions, please do not hesitate to contact me. Sincerely, Lr-T URAL .arrM R. Grego or, President i I , A TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �r� Map Parcel 003 Permit# Health Division 0 d aU_l Date Issued s conservation Division e J. T-M a Application Fee 0.Tax Collector, ®� Permit Fee Zr " .Treasurer.` � 'I � � � [ ` �Q Q EXISTING SEPTIC SYSTEM Planning Dept. UMlTIM . Date Definitive Plan Approved by Planning Board - J Historic-OKH 5`Preservation/Hyannis Project Street Address I q NamO*w me Village Pv an n I c Po Owner K) A-AL A I Address ) AVE Telephone � � �, '' t'1f Gj g an l 5 Po�f Permit Request mo + a a e_ Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning DistridP ch Flood Plain Groundwater Overlay m i Project Valuafibn Construction Type cn - Lot Size r Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. co M a Dwelling Type: Sir FamilyO Two Family ❑ Multi Family(#units) Age of Existing StW-11 _ Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No ,Basement Type: Full Q Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: Cl Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes_ ❑No_ If yes,site plan review# Current Use Proposed Use BUILDER I FORMATION yr / Name &J • J lephone Number O G Address License# Uy �►t �Z0_C1� Home Improvement Contractor# /lo(,6 0? Worker's Compensation# �OOa&701 00 S ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 141�'�Yh ALT I's ,CCI2�5fi . SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME ` INSULATION FIREPLACE ELECTRICAL: ROUGH _ FINAL_. PLUMBING: ROUGH FINAL GAS: ROUGHS FINAL FINAL BUILDING Ez ow 1Jle DATE CLOSED OUT r-t 45 — ASSOCIATION PLAN NO. — f D = Town of Barnstable Epp THE tp� ' Regulatory Services • BAMSMBLE, Thomas F.Geiler,Director MAM p�A . a � Building Division rED MA'S Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other " requirements. /� /, Dc ' D9t C �Iur� Type of Work: y (5k '^ —Estimated Cost !` pO Address of Work: s Pr Owner's Name:_�LA't?" Date of Application: .— I hereby certify that: i Registration is not required for the following reason(s). ❑Work excluded by law []Job Under$1,000 QBuilding not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDERMGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: y E.J.J AXVrn6E lio�oq Date Contractor Name Registration No. OR Date Owner's Name Qlbmis.homeaffidav _62 Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Im rov t p emend:-Contractor Registration Registration: 110609 Type: Private Corporation Expiration: 11/3/2006 . E J JAXTIMER;: BUILDER, INC W ERNEST JAXTIMER . 48 ROSARY LN HYANNIS, MA 02601r = + Update Address and return card.Mark reason for change. BPS-CAI 050M-04/04-G101216 Address Renewal Employment Lost Card BOARD OF BUILDING It ULATIQNS, f License CONSTRUCTION R- N - w 603251 ' BirthdafeCflT9 _ xp�res 01% Tr.,no: 13327 >R6961' ERNEST J TEMR dry 48 ROSARY LA ' - HXANNIS, MA 02601 r Administrator 'y 77 The Commonwealth of Massachusetts -.. . .....:— Department of Industrial Accidents - 600 Washington Street Boston,Mass. 02111 Workers' Coen ensation Insurance Affidavit \/ J location: city lam}" y_ ` 62-00 ` phone# ,7 I 9 2 "4- l 1 I am a homeowner performing all work myself. ❑ I am a Sole ro rietor and have no one workin in any capacity I am an employer providing workers' compensation for my employees working on this job. comaanv nameL 1� ( ri address. G "Y p f p city. / >Q O hone#. � i insurance co. _� oliev# I.am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name: _. address. city phone#. ,. . insurance co olity# company name: address: city-. phone#. ansnrance co. ? olicv# Faflure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the OMce of Investigations of the DIA for coverage verification I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature Date _ Print name F , J ���iL. / Phone# -------------- official use only do not write in this area to be completed by city or town official city or town: perrnit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Offlce ❑Health Department contact person: phone#; ❑Other it (raised 9/95 PJA) f� 04/19/2005 10:20 5087754909 PA13E 02 Town of Barnstable RegAlatory Services Thomas F.Geller,Director `y Budding Division Tom Ferry, BuIldtn8 Commissioner 200 Main Street Ifysnnis,MA 02601 www1own.barnstabie oia,us Moe, 508-862-4038 Fax: 508-790-6230 Property Comer Must Complete and Sign This Section If Using A Builder 47 as Owner of the subject property . , hereby authorize .�c f-6� to act on mybehalf, in all nutters relative to work authorised bythis building permit application for ijk (Addmss of job) Signature of owne�� L�4 Date &Iss "4.01 VIh4 alb LLC- rrint Nuue w TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map—t .: Parcel 4M 3 Permit# i-Q Health Division 4"r ' Date Issued � `�b- i Conservation Division _ Fee ��<S ,Tax Collector >' 1 t� I 1� ^ 4Bni� Treasurer INS TALLER IN COf d LI 1 CE Planning Dept. WITH TiITLE S ENVIRONMENTALE Date Definitive Plan'A roved b Planning Board CODE A�� pp Y 9 ®EffO�B Historic-OKH Preservation/Hyannis Project Street Address I 4 0 r-1.P AZAL •VillageI a Owner bau 1 d "h V-W S Address I q NZIW f ko nv AC�e 4nn t s Telephone �J�-00�I(o —�1 o r'I" Permit Request hU o'l q e -I2c%D �o��, h 5 l( S l d2 r tea' o�� s d&rrLg- . F ' Square feet: 1st floor:existing proposed - 2nd floor: existing proposed Total new Estimated Project Cost �15 1000 Zoning District Ep Flood Plain Groundwater Overlay Construction Type _WOO& Lot Size . Grandfathered: Cl Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 2"• Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway:' ❑Yes ❑No Basement Type: O Full ❑Crawl ❑Walkout . ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other .Central Air: '❑Yes ❑No Fireplaces:,Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing.❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 0 No If yes,site plan review# Current Use Re5t,dcf�,-h,G Proposed Use a- BUILDER INFORMATION Name .� . k Y_�`I W.f Oxa, I'd.m M Telephone Number Address KDe,G.N �&nt, License# d 0 3 a s 1 a h V1,lS a I�YI 14 0 2,&0 j Home Improvement Contractor# 14 U R� Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �� I3�q� SIGNATURE DATE _ ' .� • �, FOR OFFICIAL USE ONLY PERMIT NO. • :. . ,� = `. DATE ISSUED MAP/PARCEL•NO. • r .tom t ` •- _ rt-. � } a �' •� .. _ ` ' .. _ .• t - -_ ' ,r' ADDRESS VILLAGE OWNER DATE OF INSPECTION'. • j _ ` FOUNDATION FRAME � ~, � t �' '. _ A � — , • s INSULATION FIREPLACE > - ELECTRICAL: ROUGH' ¢~ FINAL f ' • ;� PLUMBING: ROUGH' > FINAL - r - GAS: ROUGH FINAL > : FINAL BUILDING t i DATE CLOSED'OUT ASSOCIATION PLAN NO. t } of mr r� ti The Town ®f Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-7757�344.::: >Building Commissioner For office use only Fcrmit no. Date AFFIDAVIT HOME 111TROVEKENT CONTRACTOR LAW SUPPLEMENT TO PER UT APPLICATION MGL c. 142A requires that the"rcconstruction,alterations,renovation,repair, modernization,conversion, improvement, removal, demolition, or construction of an addition to any pre-existing o-"•net occupied building containing at least one but not more Qtan four d-tiNc ing units or to structures which are adjacent to such residence or building be done by registered contractors,-with certain exceptions, along with other requirements. Type of work: Door A SI ider I V1'5t&l t _6W Est. Cost 15 1000 /'Fermi k 6u fiff V'epa1 r Address of Work: I n I�A,WJ h,prt le aPvannis 0 rt Owner Name: 1►pa&. Dau id- H-wrn.p H"_5 Date of Permit Application: �131� / I herd certify that: Registration is not required for the following reason(s): Work excluded by law Job under S 1,000 Building not owner-occupied Owner pulling own permit Nntim.is hereby-given that OWNERS PULLING THEIR O"'N PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: �-113 hel E.J.ja.Y�hw r o Date Contractor name Registration No. Date 0-wncr's name L The Commo/twealth ofl)Iassaclrusetts DeparttrtentofIndustrialAccidc/its 97 _ — Office oflrYSSIJYRIJOES - - 600 Urashin,toll Street t 1 A P PARCEL Boston, Mass. 02111 Workers' Compensation Insurance Affid2vit 'h})`'i 9 T)' !it?vT -^;t 1 r c ,r -_----+�—'-^—r-r,- (, r.. ��ri- .:,�;<..r---._.,y.*------"--------.-,•'--. _ E.J. Jaxtimer, Builder, Tnc. 48 Rosary Lane. ncatinn• Hyannis, MA 02601 rani,_ (503)778-4911 [l 1 a honieowmcr perfom)ing all FVork myself. I anJ a so,c pros.ictor and have no one F;!orkin1 ir, any Capacity I aril ? 7 Cr p)O)C'prOF lalnj F10ri CrS' C0 17p ilsati0n`ior m)'cmplo\ees working Oil this job. f =J Jz� L>_me� , Euticer; Inc �ddrecc. Ga ROSa1y Lzne. cm Iiyann 02601 phonef (5Q$)7T8=4911 ra e nsun 765028ncc ttnsa �OhCF r z'.<2�--.i��c.4i'>w .. .�?" ... �.• •.:..� -�`=^ ?• r r �. -.a:_n- :V`-v�'r'TocW!'�'�`3'raca x�'ti44 R"v -a:.¢ --s.:a-. I a.tn a set proprietor,general contractor,or horgeowner(circle one)and have hired the contractors listed below who have the following workers'.compensation polio s: ` >: J -e o panv.r+a.mc:>;.; <>;::;;:::;»::::<::;:r;:,;;::.>:•:»:;:::;;:;;:.:;<>:.:........:..::.x....,::;::>: ;` <;>``>''s_ "> "<'s'» z <?z<>sz< >s>l<zs?_s>< s<<>?» =>>>': ?»> >><'s>> > 1>: >> <j';' less :.... .. :< ..:;..:_........._.........:.:.:.... ......:..,:.:.:..:,.<:::>:>::;::•;:-;::';;;>:-:;;;;:;:<.;;:,:.�::..�.::::::..:...:.._:.:::...............one:�::<:>-<::::::;_>;::<;;.;:: .:: :«.. <: :insura'ce'e� Faiture to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one vears'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine orsioutl a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains andpenalties ofperjury that the information provided above is true and correct. Signature Date `� I Printname E.J. Jaxtimer, Builder, Inc.. Phone ar 778-4911 ✓official use only do not write in this area to be completed by city or town official J _ r city or torn: permit/license k nBuilding Department ` 01-icensing Board ? O check if immediate response is required OSclectmcn's Office oliealth Department contact person: phone q; nOther (rwiscd 3/95 PJA) 511IM1. I) I 1..11 'l li•1 II.. - t C / il. ,.:L�l' i�j l;;i j'•j .�;I_�� .i. �. :�1.)it L_L i....:t•l'-�; _ 00 , i(,;r,I, iliJ l:! I�Ci i' i'-1 r.:`.' L7 i. �:di I(.i I;I I•:itl(!@' r'tI ilC.il;_iL.k,_,�• il(. ij, I 1C �.!1.J +,lil:. I I HOME IMPROVEMENT CONTRACTORS:"REGISTRATION I Board of Building' Regulations.'. and Standards � One Ashbur.,totn.•"Place -- Room 1301 I Bost on , .Massachusetts 02108 L---------------------------------- 1-10t�E IMPROVEMENT CONTRACTOR: -I.. I"'2 e g i s"1.r a t i o n 11060,9 F' 'E" E xp l.r'a t l o n .11/03/00 i �,��o„r,nosw ealG(o�✓tlaaad. «geld Type PRIVATE CORP ORATION, I HOME IMPROVEMENT CONTRACTOR I � I Registration 110609 I` 7AXTIMER , E3UILDER;t INC,` a Type - PRIVATE CORPORATION F..f'NEST J . JAXTIMER "�� r Expiration 11/03/00 I 48 ROSARY. LN dr ,r I'IYANNIS MA 02�601 '- �" I E. J"JAXTIMER, BUILDER, INC: �� ST'J JAXTIMER.. ' .ROSARY`LN ADMIWSTRATOR' 02601 HYANNIS MA y1.44 ®R., w a 0 0 71 JA- n r a ^ �x • f w il roa , . 4 a Qbp. ow .n • fin s \ wnnw rxwwa . , �:t r-r .-• r•e• coo � v�i coo C �. ,,.. �••,- N O � ,-.. p� � ''"'' Q.. �' O � • `` � � co cn cn co � � co c� �, -� � � m � � � � �- �-, �, ti � � � h p �_ cp p � c0 � psi � � � Y �D '�' fn•D .1 - p � co coo c-�. `�` � o co � �, '-�' � ►C :-r' � � �' � `�. �, � � p i � p r CAD �• � � `C � Pip P�0 S" � � �, �' � CS' cco �• C � `n � � � � ~ t n O � er r , - a il� r � F , ,�-yTMm .s »W .��. ww�. ',mc,+w,�� .. k4 ,2�h`k""✓fit`f??gCkY 443�"e SW e. Ze i. 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'�. a e w f 'z � Fi ,... r .rs ON3� u , .. 4H � .,#.«.e.< a '°5 .•� ,.,... >. ..5 *��,t.�.' :, `r,s.;..kas ,. .. <r�....,; .t>� � "L�m .,� Y MIN aZU x � f a � � e © • WAM 17 Slav 112 AN SUMMIT Nos a, Est- I M3 F., r f 0 'e 0 • , NN FV ILI NO MEOW ppp:* 4 ma • • 0 ' r .. . , x z L # 3 e. , , W, "ID too —"FLq �. �. n m a r c fi ri v v „ ✓`` I� ,, y kkK Wo , s E i� Na VN Al its - , .n F n (D �a vt { (� Oj rD f .. �^ F . n ' I g � I F.. x t F i _ r • • ..� �wr y'in'�'af. a R`�ns ' � - z:- R` gm- � k 4 a : � ',G1iV •e M/il3iii�iQ e O � Q� qP • 'G+ Q " eo0o �e - -e In-wall Track(#1) Aa ,. ISO oR Pool Wall { Under Track • t,� I it *Under track is mounted to a stainless steel plate } that is secured to the bond beam or sub-deckPAR; prior to installation � r� �`�� .} � 1 me , •j'�e f^�8� spa ' �.g ts.�P awe �� 2 2 �. • o m N fi r ry 46 t � d- NIA '✓,"� F ` F ..s'o ✓ t ,i ' in ,� n++ut"" ri ed� 4 en ► .�r ..A :�,,.,�.? „da°.ri"a' rr �. n 1. FCE�,s M i r as Z. AT • x I z a &AN, t,' %. 3 10 , a . s €"".�' <✓+r�7iw'tr�` aa.' tt ::¢� 1 i £ s. y a F 4 z u ?" + .'s O non say "> of Y x Rol o t r"... W 'F e "" ,Y.• r e',. r-"+rah .°'j r � e all x., CO fD n s ',.. e# ..'.i C,..L ��,, :z. : % � � U1 O'� �"• � � �, xwi tS�,i.•$.t ea?t�. s> r Co MW o _ } 4 ',� hrrKy # # J-4 ..�. S`• r'y-r Cam/] � � � � �. ` - /r���/ a ti 4y (DCD m t 2, a t ".y t , 1' � 3 n i p N� } F i p u„ e + 1 c :- �q i s H ° ol CAD G t �f r' r i b� FtI 1 IMT "�� u { £ "gym'-, ,t" ?s��, r r rf ! sibi, as a ` e r u a IJ6,x� •: � .. .d_:'Fla yV �,r>rr +�'0uµ , I '^�a'(f ., k. • �1 1 'V �* �" A w h p M rtrt 4� a. 1 ri m FN n e 1 „t . Kj m u t ON Mal uv ar �o V •x�.. y Q .� sa L. s ,E e s Q a ? ec. -,l-,-4, ........... m v �:EZM '01 a +" ( µ „ . i •� r t= i m k Y �_-„�af� :.?,�.k,�,ts is,- d-: S„L: A u al.::2+r •u.wa.� Yrt O ti - 44 •�- t rD rt n t � ^D �• '� CD e a � ,i� d•� TK e aM, f �' �D � Q—Cf4 �' v �' �• O J � 20 4 �t Airt rD S 1 r � • s i 't' ' A • • , . ° vo ILA pM 'i # r �� �'� ` 3�'�.: � F',� t �' f ��i „ten. ��dA� 4� „al .1. d•:i .iJ`�F°A.1,1 JJ ,r. z, v T" a A. 46 e17 ` KJ } y i m r w" Y>• 1 1 �� y r !' Y G � • 4r ' '`ll •;� � r' `� I � 1 7. t '\ r m � • I u , a , , r r ; s v z a v a z a as . r P , 010 a3 : i d UA g 4 - '-' JP , Under Track v� g. _ 1t s 4A _ Top Track 4 § D ] ��� x *441-i with bench) 1 •�� u • �. W.� Technical Specifications Warranty ` Exceeds ASTM F1346-91 safety standards 20 Year limited warranty ' Mechanism on mechanism Drive unit 2 hydraulic torque motors Open and close switch Key-lock switch Powe ark(pump) 7 year limited warranty on the rp ; p �. Electrics 110/220-240v-60/50Hz, cover fabric ' 1PH 75 1.5 HP Recess For specific details call your authorized Top/ UL,CSA,CE approved Hydraulic oil ATF Dexron III dealer or local representative. Normal working pressure 800 psi(40-56 bar) Limit switches pressure relief valves > £� �b Cover Fabric ' Material PVC on re-inforced LS:I • 1 • 1 r , polyester scrim 4 a Fabric weight 16/18 oz per sq.yd. � • 1 1 , p ini a.,a $ . y tt' w' F�° • f � 12 °30 in. (300 mm) Track Space (750 mm) _€ o- � 7 m ' �x t 13in. 1 (330 mm) Ak 13in. f •� ` e 00 00 s t ¢tamp j �� • 1 I 1� • 1 1 ��, .�1 • I � � �fir* � � t��t 5 � a, �� ��� - n ' x y m a � Encapsulated "In-walil" Receptors forInwall Track Is made up of three components:1-Plastic Looking Strip 2-Inwali Track Fxtrusion 3- Concrete Inwall Track Reeepto�,, p Coping/T.I. Concrete Gunite and Eiberg,lass Pools -In-wall tracking is ideal for any indoor or outdoor installation. The track receptor is installed on top of the bond beam during the pool ing strip enable the Inwall extrusion to be rem construction prior to the coping installation.Coping or other masonry material are placed directly on top of the track receptor. In--vall-3 In-wall=4 In-wall 5 w/Fiberoptic Receiver • Concrete/Gunite/Fiberglass Pools • Available in 12'18'&21'lengths • Ideal for raised beam details • Snap in fascia to finish off at end of pool • For use with non standard coping, • 6063T 5 anodized aluminum brick/t.ile pavers and stone • Can be color coated to match surrounNONNI Encapsulated "In-wall" Receptors for Inwall Liner Track is made up of three components:1-Plastic Locking Copl-I TI---------- Strip 2-Inwall Track Extrusion 3-Liner Inwall Uinyl Liner Pools Track'-Receptor. This extrusion can be used on any liner type pool. Steel,polymer or -'wood wall.The track receptor is installed at the time of the pool Liner frwall Track Receptor construction on the top of the pool wall. Copings or other masonryocking strip enable the inwall extrusion to be material are placed directly on top of the track receptor. maintenance procedures. In-wall'2 without Liner Bead Ln-wall =3 with Liner Bead In-wall =6 w/Fiberoptic Receiver and Liner Bead • vinyl Liner ools • Available.in 12'18'&21'lengths • Fits standarPdperimeter fiberoptic lighting • Snap in fascia to finish off at end of pool • For use with non-standard coping,brick/tile pavers • 6063T-5 anodized alwninum and stone • Can be color coated to match surround � i i r j. ,4 Flush Track Top Track In-wall 3DF ReuseaUle deck form Incorporates track liner Uea d Can i used with any and permanent deck form AGuamatic Inwall track receptor AIMPORTAI�TT: When using In-wall Receptors,there will be an in crease in finished elevation. a 54 w © 0 0 _ D _ oQ • Q , D t " TanBrown Terracotta > a M--- % ` - i� k White Gray ha alb v. 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O � S >4-i t { '� :day '�'�' � ^`v ' r, r .- y 1 O 4nM;aa'�.r"r � p —81 ° w < re e 4 - © aIN,4F y e - d• SITO tnn,a y ut w •dY`wre x u--; `sw•. z r ,z .crr._ s «r .+ <s� ,na z R 00 ir O s< 54,x . ` '°,tea^*,•:: � .. � . � ..'�r r �.:, .,.;,, r'k" . s - " n j�$ ,s A .s... - :k, 1 OWPOWAPPLrAMT. / weMnm nawn ut Arn=wain wa@ wn =6YI6 O & ` / M 11K PriN rownO4MD!LOOK rO IM A7 / 7VHO"D M a"NOO / PIOK.O!Q!M OM / // � \\ r19�8CT TEAL• .0, \ \ \ II CD 39 W so "> 1+0 wi 1 1 I I � ' ` �J\\ 1 � •r 11 � � eu��Hc� I `iy � '� E W m m cc NO \ \ \ \ I 1 = d 6TA1! z I � ` �' � \ � '• ��: '•.ems 1 �\ \ I I a+ FLOOR \ / \ Edge of Pove I DRAWN sv: PSO 1 +s \ Hawt home \ Ave � �I I\ I\ �\ � \� \� `� `\ SCAM DRAWING Ma I . .........................:,.................................................................. `�� `.............................\.......................... ............................. ...............................y..�,.................. .......................................... ..........,.. \ 1.................................... 1...................+ ..........................�.......................9.�. ..................................... ..................................... 5.......... \ \ \ \ I � � e ra=_ aw rw as�� k 000a►voasMMUS'M =lenr�-�ddvo -oh(9mmvu :N0I.LVAM-1M 1SgM --------------� �e �d �o10— I �xa�u►n� . I -- soozlull NLVG �. .� L —————— uclionm sao«v� �. O ® El 00 "Was -- ———————mw !� .�� :N0I1'd/lM'1� H1f10S :NOI.l.'dAM-lM H1?JON 4 2 �,C "� " MIME �e N L� x I; r r ;} n .�:.lCtf11S NOLLVA9'1S (.LeVS) MnWM V MN2iOH.LMVH ;l } d00?J - --— MIT' ..lam i �to�sst b rom Muna p F t bI k/-h N Reolfy LLC 'nu •' '-i• •lI•.I s • G . Bk 18255/65 - - ` O N/F ..R04p D NW.R Tt• y pn . min& Bb \ K-5..•(.aslrnn,l n w t Bk 719 1 N85 37"50""W ncI"�f� J r C./D. slo.,.e.l IrN• 95�4 L - a`O ,e •J.v .'��r6\ s //�� /� / - _ -�� . ���ii YYr \ 1 Sty ! _ s.> d _ pl HYAN• Garage `r - a1—'00.4S" \ /�•i _„_- p r C. z rr-a r>, ;; ,, ,39- ;,�- Location Map: - � Gec �'77 „ \ uD• ' t, 2 Sty w/i // e..,, o� � .1'•=2.000-L Dlve�lin / �58� \3-� 9 /i •P TB £l=39 2•NGVD to of Mp -Nod ASSESSORS REF: 57 a Mop 286, Parcel 003 78 w N7gy24 /- .d➢ OVERLAY DISTRICT: a"W I \ >N �� eq AP — Aquifer Protection District As Shown on Plan Entitled "Revised Groundwater Protection cv FLOOD ZONE: Overlay Districts" — April, 1993 / / //e a ' \ — - Zone C Community Panel No ZONE: \ _ #250001 0008 D Jul 2, 1992 y RF-1 xi 4i Area (min) 43,560 SF Frontage (min) 20' Width (min) 125' Setbacks Franf 30• ' Legend: Side 15' Rear 15' eS 1 Deciduous Tree —Js--- -•__- -- - - _ _ //13.276tSF3J N84- �J -- -'— --_- --- - _ i- - - -•--" _� -� "y9� Coniferous Tree - Overhead Wires —35— Elevation Contour \ , a Spot Elevo6on „ Hydront Atl (a0" Wide - Privote Way) 1,• IIVV enu Mlsc Manhole � oe• � Stake & Tack OF 4 z yG + ® SB/DH RviJaRD �Irn gbr2 - - - / 0 Mality P � � 4�' �� \` -'/ O- ULhty Pole R. _ P © Water Cote (round) LAUREUX ES ,l Title: PREPARED BY. PREPARED FOR: Notes/Revision: Existing Conditions �� � _ ) property Plan of Land atC 15 1 Theoavailable fable record shown was ? Martin t�l' ClC1Uljl0 Bussm ann compiled from available record Information. tp 17 Hawthorne Avenue 7 Parker Rood 15 Windrose Way 2.) The topographic Information was obtained p /� Ostervdle Mk 02oo Green wick, CT. 06830 from an on the ground survey performed on Ba�C1Stable (Hyannisport) IVdG�$aS. (508) 420-3994 / 420-3995fox or between 13/DEC/04 and OS/JAN/OS o www.copesurv.com !�2p 0 10 20 a0 t30 3) The datum used is NGVD "29, a fixed mean �d sea level datum Date: Scale: Field: WHK//RRL Review: WHK/RRL 1 January 5, 2005 1"=20' Comp/Draft: WHK//RRL Drawing # C292-1g1 n H Nvid WOO-1d 040029 row 9NMYNG NOLLVASIM qr"m SAG NMng 40 SIW 43-AM O 900Z A ZLq ►nnd ao �d ------- sNouvAa-t� "® I run I I ` — r I ------- 004ften 44011' AM-19 H1nOS ri yNow Nil l� "� C� •o-•-air NOl1` AM-19 HITJON ; rA � � w t r 440I1'dAMIS (1SVM) anNMAV gWtIOH1MVH f ------------- � I � I I I � I � � I � I •�011 J�MHI����L1r� � � - �i�i iD'al01� aN tM as t�sow COW rw W•MHdR-= ar OW w W■o mc cMpNRAU MteMwN#"WH vo"V an.u,TV=�ssnw 1 �liJ'v'71'1ddV/�Ir10 I EI+o= roY am"" �' L',-------------------- arluand 6�' --- - ----------- gz _ Quols y oc------- --------------- -- ----- --- _- ---9 "- '— _ _ _ "" __—_ _____ f { " -- ---------------- Lf--- - --- - ci , /It a� . 0 16 \ (D ------------ � I oQ _- � .• gib_-- _____ ----------------------- ov — ------- M Bx£4- ---- �� ' Asa p°° 6x£4 1 10 I _� < a gill RESIDENCE FOR MANNHEIIN REALTY LLC r� 17 HAWTH08NE AVENUE lei HYANNISP08T, MASSACHUSETTS � � Y - -711 n- 1, d,f 1 r ep i f 1 99 I 1 I i f t 1 i i 1 ! 1 1 {) � % e i l 6 tf i t 1._._._r_._._.-._......... 71 i CO rl I { _ CIL F tvImam , La LA r , t I r may. } � 4Qk — — r Lsa c D .T y li l DESIGN DATA Atannhetm R salty, LLC Single Family-4 Bedroom 8k 18255/6S i No Garbage Grinder j 1 rr Daily Flow: 1100 =440 gpd f 19 s,+y a,, I 1 14 fi Septic Tank:440 gpd x 200%=880gpd t � 1 Ma N 1 *k V Use a1500 .Gallon Septic Tank. 1 'tk► &poudlo ! •... 8u iti LEACHING AREA FF-sa4•t'6,.„M1 1 sk 7191/,+124 440 gpd/0.68=648.s.f.Required >kor o.4s ° Sidewall:202+38 )2=200 s.f. Wood Bottom Area: 12'x38' =456 s.f. N85*3 "W Q-s4.z' sT cs/bx 1 z s 656 s.f.Total Provided. } 84.25' A.re ! n .If LEACHING CHAMBER DESIGN All Pipes to be Schedule 40 PVC. Use 4 Stone Rae 5 ., a s +dxs -500 Gallon Leaching Chambers in a \ -.... 12'x 38'Washed Stone Field as Shown. 2-1 NOTES 1. Water Supply For . J �•.. t 4o'"`-- PP This Lot is Municipal Water. attl c ` + a 2.Location of Utilities Shown on This Plan Are Approx. M 4tY' \ O 1 ri f NG At Least 72 Hours Prior to Any Excavation For This O ra 1 N J Zy Project The Contractor Shall Make The Required \ r" M ; _sc. 1 0 ' IOU Notification to DIG SAFE-1-888-344-7233, \ O ro 1 :r i 0 Np ' 'egos 3.The Contractor is Required eci to Secure Appropriate \ `' ► W.J Gc' L®Ca#�^� M��. Permits From Town Agencies For Construction 3 %j i f 1 i a 03 Location Defined b This Plan-. m ► J `" / \ 4.Install Risers as Required to Within 6"of Finished A ► �. �A /� / / " ` \ ytib !"=2,000-+ Grade. t - -- -' Assessors Ma 286 i c`O g �o `i�, 1 ,•.v TBM E1=39.2' NGVD P 5.All Structures Buried More Than Three(3)Feet or q C :x 1 / #o of Mac-Nail Parcel 003 Subject toVehiculgrTrafficistobeH-2OLoading. .� , o Q k 1V i; f Groundwater Protection Overlay 6.Septic System to be Installed in Accordance With a 0 4 R fiS 1 SSP. 4 6p_bRoo 4' 0 / � \!�. +� q �C:i w p taws �^ �� District: AP 310 CMR 15.00 Latest Revision And The Town of ;7 w f N Al L1AI U / Barnstable Board of Health Regulations. tv+stl^: ' 78 ' 'y�y T ► tt ! / b rn' ��, .. •.. �. ,, Zone :RF-i 7. All Piping to be Sch.40 PVC.. el "� tXtS'T VW6A 1ti1G SHOWN �N1TH • ,� ,. - „ „ OASI•+EQ t-INI--rO eri PA-Z.W.D. 1 � 1 / _' Setbacks: , S.Depth of Inlet Tee Below Flow Line: 10 Min. h N7g / ' ,,, Front 30 - �XIST.SEP"r'1LSYs'ts.M'T'oQSf= 724p"' i � .,, ! �i �3g�' ° �•,• � Depth of Outlet Tee Below Flow Line'.14"Min. 'PUKAP+-F1LLatw 1'CM CLra&t4 W / With Gas Baffle. t�•12M�"t;vRtes.L_ ,.5� j` W Side' 15� If \ ' �'se Rear 15 Finished Grade ` ✓ / / % a Compacted Fi I I--__� o M Filter Fabric \ i/ ,g�.. ;` ZaARK BRN SAINTA }Y OAi2K C3RN SANDY /sue tG LOAM tOYP, �/'3 .A.. t_OATIA 14YR -5/3 A, O _ �� a 10 - to // TANS �` j \ 16 DA IRK V r£ Mg 8RN L-Okt AY �y CaAW<Y E 4 15N �+1�N L.OAtvl'i+ - H-20 2 ,1/8 -t/2 „ PCaRtt{ ` SAIN�r 10YR H 6 ' Pea Stone ;, 4' 1 3r, - / m SANt> I0YR y/b LEACHING 1 -32 32 M _ M /, O_ _ OL W E .Y.EI-. MKS SANS aUUNt1s t_ a CHAMBER 3/4"-1I/2" \ n / N O 35 : G, c T.YEL1.51+ QRN t=1Nm-MESJ . a5!^ni.=tua r ~�,l \ J' '7S'. �3AND 2.SY G+�3 u. .,r Double Washed \ - / 1�t'" •5 Yf� ► cai 4'-10" Stone ,�-37...._ -- /. aT,H:-;w. 1 /' --- / CZ t:,'r.YE-L 15H r6ri N ttue-Mk:ra Nc? G1ZOUNCaWA't't.f�, �{_ Y C1:AsS t MATEt21AL .-J % t 32 - ...• ' c°+b,• -rµ�t, - �% raa Gt70UNDW�AT�:R , n[±n..n nrn•rtn�a +!++1- n._+w•nro r / p 42C, t��T LE33 THAN "'c t/tlti 1.ROG,J JGa 1 Ivi� y.- V C1Mr.,IrL.,1 _ _ / "tv Not to Scale_ ,- -35"� ^'� � O / / "'- l Pcrz INCH. J / r14-4: 100.22' _.,. ./` ._:. ..- _ :q � 38r / � "•A' . p .!-1PAR]t �R1J-.SA PY �3.5 ..� T.fi.-�-t �.1-.32..5 stone R.,may, - A "t7ACt�< 13RN sAN�v IV84 7'2Q"W �3 r __ �- � �. r- �"" (f?:' t o/!.M td Yet �a/ti3 12'' 1,:oAt�A tO YR . .-. DARK YUMC Is" eRN LOANAV bAt2K YW.t;1 SH e%N. L-OAM11 _'. Sfi.Nia toY[z ul� SN14D loym �•1/i, L3 - �. ..- !28/NFnd � PRO�g � 5� �� \\ %• �a5 ClL.1Vf$. FttVE. SANp S©tYtC Cit_1VI�,t YiLI.,F'iN�. SAND $Ot41E \ "C)t>Mt_J_'v wa'► t ' Siu'r' -z. MP14, �,, C►' Svt-T 2„av 4,/4 .. _.- \ f�4s of Paw y wy,,-.• .: ` C L r.Yt+L.:16H RRN t=tNE-t+/+ 1� 5 t.T YQf ►sR SRN (<1NE^NiBA• A d, gb t. T'.AR ti '.•. � .� � �ANp -z..g.Y tali " C2 '^SAt.►Ca 2..6Yr �/3 an \ "^._1 -�rG gam, i21? .h+iS �rtOtiING+�AJATC&.CZ { 1VCf Cr{7:QLlh1CJ Avenu \ Class 1 tnA�- txtAL, CL,A6S 't NiAt►AL (40' Wide - V>F_R C.r>E.t?"r R t 16 4%t4 CNCc..5 Private Way) �. ` �1ZG R�L1,T1a..; -7 MtN.1�i;`E�lN4l•1 FG.36.0 See No.4(Typ.) % \\ MRC. No. 11'60:5 F.G.32.5-33.7 1i' DAME,AltW.1v,2C?4b 8V. faLtLL1VAh1 et4G-1NMF_ %%Cr itV4. 50li- M,/A"A'r0R1,J.caoF_A, ILIT 33.50 H-20 29.70 1500 Gallon Top EL 30.70 32.50 Septic Tank 2.25 - ' r Bot.El.27.70 PLAN A� 30.75 30.50 5.2' r'L i Y VIEW Bedding as Bottom T.H-1 EI:22.5 Per Title 5 No Groundwater Scale 1 = 20�DEVELOPED PROFILE PROFILE OF PROPOSED SEPTIC SYSTEM / Notto Scale \ / If Encounted Remove,81 Replace All Unsuitable Soils Within 5 of the Outer Perimeter of The System. rtle: PREPARED BY- PREPARED FOR. Notes/Revision: Sullivan Engineering, U1C. CapeSu,nvf 1.) The property line information shown was cn PROPOSE® SITE IMPROVEMENTS g g' Martin t'C Claudia Bussmann compiled from available record information. � SEPTIC SYSTEM REPAIR Po sax 659 7 Parker RoadCD Osterville, MA 02655 Osterville MA 02655 15 Windrose Way CO. 17 HAW THORNE AVENUE 2.) The topographic information was obtained (508)428-3s44 PSU11P 000I.0 5 fax (508) 420-3994 (esur 4 apeco 5 fox Green WICK, CT. 06830 from an on the ground survey performed on HYANNISPORT, MASS. PSulrfaE�hol.com copesuA apecorinet or between 13/DEC104 and 05/JAN/05. a J. The datum used is NGVD '29, a fixed mean Draft: MJD Field: WHK//RRL 20 0 10 20 40 80 sea level datum. " Date: Scale: Review. PS Comp.: WHK//RRL November 2/, 2006 As Shown Pro ect 99055 Drawing_ l # g # C292_191 GENERAL SPECIFICATIONS SIZE r x -3 Z' DEPTH S "TO (p AREA O PERIMETER 9 Z.CUSTOM .QUALITY . POOLS ' SHAPE POOL CAPACITY GALS ICI -•-�-- ___ _.�_.r__.._._,..._. _ . -..-.__ __..._.._�_...__.____._-___._._...`:�_�_"..'..,.°..., ___._._. _._ -__. ;------°-- .•- ._._...... __ FILTER MODEL ?c)d,SO.FT I i ; MOTOR MODEL H.P •r •l q,10a.; a?AZS _ IaOaa u � ! PUMP CAPACITY �L7 G-PM YY�AY, TURNOVER �' HAS. SKIMMER MODEL ��• .�,,, ,c��,4 aoT wnrs 41da � ,�' MAIN DRAIN MODEL y SKIMMERS o - _.._ __ .__. - _ .. _ __ M ___��_ MAIN DRAIN w RETURNS -' s!"ira. .�e.,. ® l \ \3 EA2S g"M,N R�TR2nlocaT i POOL CLEANER.: . r _TW tN_r�tj,Si � \ ti2Ap�VS --------��' 1 � i � iJ� �L.a� /'_ o BACKWASH TO -� ° L-r•T� —o_. �----_ MA;►J D2Fi�•� r.Jt� _. �A.?. GFZI . !Ol COPING TILE COLOR �Nb W ALt Sfc� ON } LADDER SWIMOUT BOARD SIZE Aj i LIGHT ,)D 300W O ,k)59WM /� Cop nIG a 4 CONDUIT SHORT ❑ LONG O ^r a € ROPE RINGS w ROPE & FLOATS HEATER MODEL BTU. /K �-- f x.� H t ' NATURAL GAS 04, PROPANE O OTHER FUEL _------- �/I�COIvDur I r� Z>c� fox . � VENTED BY: . ...�.. GASLINE BY: \AJL v 141'�0" �—_ �.taQ DRAFT DIVERTER YES D NO 3 0 -- --- - , - --—--- I ELECTRIC BY: ELECTRICAL BONDING CHLORINATOR FLOW METER `v�. �` I�u 1 ,•.a ` STUB PLUMB YES ❑r N0Sk�_ TILE b COPING ASAP O OTN ❑ 1S �ttff•lh� GRADING STUMPING, ETC. DECKS BY: L' - • ,�_c r . COMM. SPECIFICATIONS c . 0 nl S:�J CT;e aJ S l 1R110 StAND. . 1h - _ - :.-- _._ • C � ' - N sd nC`ro►J _ C bnt.aaw.g3br.►ti .�luSF4' d '�`" Ay T3�k... w`g3 �e`{ 1�AZS `j►C,M,H _ c opan►c. ( ``y S .,Tj- rJ r,._. TiJvrc � GbvYCrL, �Zre� Afl�AANDE. '�-` r t e '3 \� N SK•nlntti4, ��TA2 'T,Jr. _ of w41-rc..0 ! ' g 1)14� ..vv. 4Gs�I . . 6 '`` >;o Addendum Date 3�a wlh1 V1FVit� *A t�,TC I� vla�'/LT�� I o s 'J.. ECfSTEA �►� 2 MAY\ E� F N;s P.. x. SlG:;7t ct tYmcc a c� I c Go►+r;No...S C�on1p t r- 81:at•. ,gwcwKr? cYIv �'! M a-.a ` $�.r•,n 4x5 OM Plt4,t SALESMAN E t ^� 3 g�+�S ' • - a C„�,Gcrrr+� S owN. 8Y , f !2''ea c4nrr�2 "poc EgVA•.,yFdt. LOr"1mv1zr_;AL ON,.y III ,,,�.� C�"+C. RATE `' WATER FOR GUNITE 1-4 JOB N0. SETBACKS FR. SIDE REAR 4p it SWIMMING POOL FOR ° f. o boo 0 D b-ru3E NAME ADDRESS l� i���-cI�T'l t���r,!�„ T I l l Itit I C U f ' o D tj(J TOWN /l STATE � 21P �J'r� a ���z: DEPTH PROFILE JOB ADDRESS VuN Tti TOWN STATE ZIP RES. PHONE BUS. PHONE O �, ,,,L ,�� CUSTOM QUALITY POOLS OWNER; OWNER; w° aOWNER: t �'I;�,, ^� ; ' ,QSS Swimming Pools TO DETERMINE APPROXIMATE WET DOWN CONCRETE SHELL AT LEAST POOL AREA TO BE FENCED. PER ELEVATION OF POOL ON DAY OF TWICE DAILY FOR 7 DAYS. COUNTY OR CITY ORDINANCE. GATES TO SCALE 1/8" = 1 ' 16 Wyman Road, Billerica, MA 01821 rv, ►J^lr Tl Iou r►*! vnpL LIGHT WHEN BE'SELF CLOSING AND SELF LATCHING. (978) 663-8290 RY OWNER DESIGN DATA Atonrty sty, Lit: y I 1 Single Family-4 'Bedroom Sk 18255/BS ► No Garbage Grinder Dail Flow: 110 x 4 =440 d J9-"ASS j j "`-a t f Septic Tank: 440 gpd x 200%=880gpd r nn��f I MartFrr �/ J s •' Use a 1500 Galion Septic Tank. ' 1 `4 06c dio guys / \ LEACHING AREA �`-s�*' t moor o•.ss Wow o re 1 71gJ/3?4 Q"' 440 gpd/0.6§=648.sT Required Sidewal l-2(12+38' )2=200 s.f. , stoat Bottom Area 12N85W 50 x.3t3 =456 s.f. E�� W --a - r acne f � r/1 656 s.f.Total Provided. .25 p s LEACHING CHAMBER DESIGN / All Pipes to be Schedule 40 PVC. Use 4met MW -500 Gallon Leaching Chambers in a \ i ss-- ' A 12'x 38 Washed Stone Field as Shown. \ � 48 • � �'}: NOTES j a•_ a I. Water Supply For This Lot is Municipal Water. •�.,� - i _ 2.Location of Utilities Shown on This Pion Are Approx. rl s .d At Least 72 Hours Prior to Any Excavation For This Project The Contractor Shall Make The Required Notification to DIG SAFE-1-8 8 8-344-7233. \ O 1 r i fp ( PF,�cit 9 \ -' • 3.The Contractor is Required to Secure Appropriate o 2 j 1 Ja I a° Location IUiap Permits From Town Agencies For Construction �� 1 40 °� ' • Defined by This Plan: E t l ` lL • / / n / \\ O r 1 =G,�ff� 4.Instal l Risers as Required to Within 6 of Finished o a'■. { �3 i Grade. `� $m , \ : '7�a. , a � �M FI-39.2 NGVD Assesscrs Map 286 5.AII Structures Buried More Than Three(3)Feet or 'lop of Ma -Nail-20Looding. 4o tr 3 �a rCe1003 Subject toVehiculgrTrofficistobeH o Groundwater Protection Overlay 6.Septic System tc be Installed in Accordance With N District; AP 0 310 CMR 15.00 Latest Revision And The Town of 1" �' !i1Ax.7• I Zone =RF - P Barnstable Board of Health Regulations. •- t�csza: p` y f �. � c M - $X1.9T, OWmt-t-\NG• 5HOvVN WITH - / i \ 7 All Piping to be.ich.40 PVC. DAS+�►eb t_INE-ro tip F:A-zQ17. i •� // \ ;' _ Setbacks: t 8.Depth of Inlet Tee Below Flow Line: I0"Min. _ F;x1sr,SELF t�5Ys-ra.t nTe�� )V79 2' t r ( "" i / o Front 30 Depth of Outlet Tee Below Flow Line: 114"Min. PIAt AP t-FALtttw Vr" CL%s\N W I/ age Side 15' With Gas Baffle. t�t�r�RtAt_. \� / �3 1 ► f / w\ Rear 15t 3 Finished Grade Li Compacted Fill-_� \ i / � / j J `57 o -C.N.- 1 EL•3�:5 Filter Fabric \ i/ "� h A DARK BRN 5�CVQY pARK C3RM SAta�?V 'n \ 38- LOAtvt IOYR •5/3 A` I-04.m 10YR 3/3 � M / t TAldK / \ 110 DARK Y>£1:t9N QRN L.OA.MY 1'{ c Q �� .� / 1 F3 13 bp.Rt�-1 1.ti B'RN LOAtWi c _ f 2",1/8 -1/2 / I':tRcrt .�' � SAINa 10YR y b fANt7 IOYR ''�!o i p H-20 Pea Stone • ' 1/ +at r'•.. _ in _t I_EACMING ALIVEYEcI.. PtNE SAND50lvltr2- -^� .3.Y6L`t.5ft i3RN =1N�-MQ CHAMBER " " \ !\ / �F 3� C � SAfiD 2.SY G/3 3/4 -I I/2 J p ,: t st�T z.5 Y /lo y-n„=,�.� \ h / 3: tat;1 �+„y •- � � ��� Double Washed � �- - _..__ $ 10, I Stone DT,Ft,-2 / - z LT.YEd-15H PAR^! Ftt•3�-tv121� NCB GtiOLtNOWATri.R 12-O O'T91, t32' ]L �AND �u6Y b/3 CLA38 1 MATERIA►. T -Rctx y, I rio 4saLtn� A - ..... �- - -,.�� CROSS SEC T iON OF (;HAMMER _ V z _ , ,.,�35 0 O f / / / \ 1 PMR Ii► CH Not to Scale �; t_ess'-rN�.ty 2 cet►r� Y'N,-4 1G` N-''S IiL, 7,H.-4 EL.32..5 MIN a 100.221 -- J 1 �~ -- - - -- . A�' 39' / 3 \ LARK [3PtTJ SANCY DARKK BRN 5ANDV /� �_ + LOAM tOYGi SIB A toAt»n toYR "SI3 M843720 II ` - � v I 1 O OAriK YRt I9N C3RN LOAMY 1 Z ppS�K YI.tSk 63RN 1.t>BMY 54.sD tOYR SANR tOYR '-I/b x' � oti,.tva. VE1..,FINE. 3ANU 5oM►s nL,wra .,t=11\►E, 6P.t�A SOME o' a%L'�•' 2.,5Yt�,i(n 7,, Ct s►t-T �,a-Y �/4 \ �01�' 9 A .,,. ~ .-•-'"- - �. y 6.T.Vs.c:t6a1 GiRN t=tttE-MEtc� S i LT Yc«L:►$�1 ARN C�Atlangb - AVeIRIP (40 Wide PrivrJt PMkr-OEPTM: spy 1Nr- T.S. 1t+tCH F.G.36.0 PL'RC, No. 1►,tS03 See No. F.G.32.5-33.7 � \ � �' "•"` DATE'• tVrN, �gQb elf, ra41 1.IVAM eNitlNMER%rAC- INC. 'Bolt_ PsvAL.us+.ToR',J.Q'Di�.A, SIT ;\ _.,,• W tTNeiSS l C>,Q�SM►�-Rt g�•t".0,13, 33.50 H-ZO 9.70 t500 Gallon Top El.30.70 _ i 32.50 Septic Tank 2.25 �• 22tE°•27.70 30.75 30.50 5 2, PLAN VIEW Bedding os Bottom T.H-1 EI.22.5 u Per Title 5 No Grtwndwater Scales 1 = 20 DEVELOPED PROFILE PROFILE OF PROPOSED SEPTIC SYSTEM Notto Scale \ If Encounted Rgmove 6+Replace All Unsuitable Soils Within 5 of The Outer Oerimeter of The System, \ / rt/e: PREPARED BY.- PREPARED FOR: Notes/Revision: Sullivan Engineering, hic. CapetiU 1.) The property line information snows was to PROPOSED SITE IMPRQVEMENTS 3 PO Box 659 7 Parker Road MANNHEIM REALTY LLC compiled from available record information. SEPTIC C SYSTEM REPA�R Osterville MA 02655Cb E .?stervJlle, MA o2s55 17 HAWTHORNS AVENUE 2.) The topographic information was obtained 17 HAW THORNS AVENUE (508)428-3344 (508)428-3115 fox (508) 420-3994 (508) 420-5S95 fax round survey the on an HYANNISPORT, MASS. PSU11PE600I.com cvpesurY�,c Jaet HYANNISPORT, MA from g y performed on or between 13/DEC/04 and 05/JAN/05. 3. The datum used is NGVD '29, 3 >lxed mean Draft: MJD Field: WHK//RRL _ 20 0 10 20 40 80 sea level datum, ~ Date: Scale Review: PS Comp.: WHK//RRL - + rr c4n55 Drawing # C292-191 LM co 714 • • .��— _ .`.-- - r M V- ' 4 MFTAL FCt`-IGI✓ '/LANTI N&/ BP—' ) ON 7 " STONE FALL l TER RA I✓G, V _T ( a - 4 LNGC c j •n.. 11'�(11l 1,. i , `' t; i r r ,,,_.-•,�_...---• //�t���' d11,`�'� w.. � ��/ _ l)\ -{l `l 1 (/� � ! �ly� -� � �.4 _"•`� � •° � ..a `�L �ll ',,;�'� _.,,� / 1 \ .� /: ,,,�1 ti,�� / i- V V �• •1� \�1.1 -'•It' 1 �� �* C�i (��` '�" - A . . f -- r� \ry '1 f ,' \\{'�—�� �i'a r ;'�11�� 0 ��• �r11''1�r� ti `''' W (J'A� � T l " b Z 1 '1 .r ,- , �r, { ,� \d� ",��'`� err _ = - ` t 'r �'� r , L •C Q u C v • 0 ..r-"'o.`- (.Q,. 1t4;' r�t1� _ �A VtlI`•I 1 ° 1 `tij�,�' -stir•G � � /!. o it 1� • Ulz LAWNG? j REVISIONS: m I 5T P4 x I I DATE: ```' c� M m •� :v DRAWN: �1 1-1 17 r AC (zoi`I US SCALE: • -•. �-i A�V ��" AV C'� u E% .' � TITLE: • L� M..TA1, r-tFHCE, �' HT LANbS44rF Ll WDob MNC,5 4' HT PLAN Psa m"hu ssvMnm& sroror aaew.■av TZAX- MOKE DETECTORS REVIEWED * ARCFITGCT rerIOe a rlo►M n ° B �STABLE BUILDING DEPT. DATE Y ' ww.osrra oro� w o2aao CCMTRAiCTCR I I a 0011AW LAM I; FVE DEPARTMENT I DATE W*pm Cokm �44 _ � BOTH SIGNATURES ARE REQUIRED FOR PERMITTING IMPOR NIT• UPGRADE REt�UIREC STATE BUILD G CODE REQUIRES THE UP RADING SMOKE DETEC RS FOR THE ENTIRE DWELLING WHE�u N ONE OR MORE SEEPING AREAS ARE ADDED OR CREATED. NOTE: A SEPA TE PERMIT IS REOUIREDI FOR THE a INSTALLATION OF MOKE DETECTORS-THE EUCTRICAI PQ PERMIT DOES NO ATISFY THIS REQUIREMEN pa ` ✓ I 0MISTAIIEO PER r 1 p``. 1 I S$ACFNISETTS%JLDNG Co , I y 0 ye��1 t a allo gr- p STAMP 33 t IN TITLZ i I !Edge of Pawmsn[ j - I ! 1 I / I I j MATS 27 I � ! s Hawthorne Ave oar 2006 1 nA"sYt \ p$ \\ I \ SaA1dc 45, r t \ 9sAlY04;110.: Pa"ECT no_ 200442 aYmolm h II 4 II J II jl MOJM TRAIL II It 11 II ARCHM!Cr 11 II TANDOCUTHpairr II jl massAc W�RTTA CILIA II ,I COMTRACTOR 11 II ^cruet 1 •AOG"tT LAM WA! II II CR>r01 II El II II II II II p Ii 11 O II II Tta n u u ,I u u II n u u u II �ooH MatooM II - II I - II I II q 11 I I SECOND FLOOR E+ EXISTING CONDITIONS PLAN: x IV Mar r0 a' � LI C OF DECK MOM------------ � (~ W OR RC Ir---------, L--------------------------------I - �----------- - w -------I j L�tJ F I I I w A- ---- I-------- I-1 I I I I r-------------i �y "'+c of ax"nEov>•—i i i i I y� 1 r 6+\1NO MC o Z D4-9C+QfT"O 4 i i I I I I I I I lIn7F1 -J I I I _J ----------_______i CRAWL SPA i 1 �TAIQ I -----------I r---------r c''Aw,3?A= I -------� I I I I I I I A �__ __—_____— L�J t>:1T1tY l LM'lli I.� TITLE L'XISTTiG PL.Ar'!5- r 1- I-r r r r ! FCtA`VAT=N DATE 27 OCT 20M B"Wlq BY: FIGO PROPOSED FOUNDATION/ BASEMENT PLAN: SCAM FIRST FLOOR 4/&W-0' " 'n F `°"'� R"M 'M `"�"1 "' EXISTING CONDITIONS PLAN: NAnma rer IY TM e C PRIOR T L V+kL Y T}IE MEW FOl1'1p4T1CM. E-1 rwiscT no.: 2004-U nvmnm& arnnar MAR.WV ra WRCf TZAL• __�---- ARCHM5CT plirm a 1N1AD11n *a RAID arm no,A wwouerrs COM NJ Aix7pm �� i I i � COP(TRACTCIR ly L--- II WANK N.'1r01 � I _ I III I II©©� iy�Ij III I II©©II 1.11r1 -J111 I II I I 111 I � I I ° - lu 30 u - III I 1 I O i � n Icy I 16 � I 1rc� n Cs7 PAROCI TT UN CHIMNEY,WINDOWS °- -- ' \� -_------- _-_ y AM DOORS AS 3NOFM Y! III I I ,II DEMOLISH E-n5TMG ROOF.EXTERIOR WALLS AM FLOOR STFAJCTURE BACK III I ~ 3)S PC X"LXT23WR CTUYG'.S 4L Ou..Pm �I 1 I STAMP MMTIK'PARTTT10H3 TO RGMAlt P_ w.(_ R SJ3,W100 DOORS AND PARTR1Oi3!i'—_� TITLE TOO BeEC EMOVE MEW CONSTRUCTION IS SHOWN 13HOST07 ON DEMCLrtTON PLANS ONLn VEHOLMOM FMT FLOOR PLAN HOTIf� DATE 1)ALL JTRUCTlRAL AND PTISH MATE •SHALL BE RESTORED AM RC-USED UNLESS THEY ARE LGTMMYED 27 OCT 20M TO SE NOT USABLE DUG TO EXCESS DETERIORATION OR ROT. VAISTMG 3TRLCT{RAL MEMBERS THAT PAL TO MEET REQIt 9gmT3 OF THE SIA.DIK3 COOS SMALL Ix•315TLRl9`WITH NEW MATERIAL FIRST FLOOR DEMOLITION PLAN: HA"BY: 2)P WIDE 3PREA0 AREAS OF:THE STRUCTURE ARM Dow-nm TO w ROTTED OR OTHERWl3E N®RGELAc=4mm P« CAPE COO COMMUSION STAFF WLL BE CCIL4A_TW PRIOR TO COMMEIYCMMI!"T OF DEMOLI11011 OF THOSE ARP1.S CC?LMW01ON STAFF WLL RESPOND PROMTLY TO AVOID CONSTRUCTION DELATS. � S)MMIMG PARTTTICN3 TO REMAIN MAY ME D EXTENSIVE.RMFRAMM TO ACCCMODATE NEW PL.AN LAYCUT, V4%-f-Cr MC:10I1C NEW WIDOWS,DOORS,EQJPMEYT AID OTHER FEATURES A ALL MEONAMCAL AND ELKTWCAL FIXTURES,SYSTEMS AND EQUIPMENT SMALL W REMOVED PRIOR TO COMIRAL NAWM NO.: SELECTIVE CE MOLRION.THE WORK SHALL BE DONE BY WCRKMEN 31+L=AND E:.PE tVV*=D M THE REMOVAL OF THE RMSPECTNE SYSTEMS. So THE O5MCXJr1O/CONTRACTOR SHALL USE EXTREME CARE TO PROTECT THE CRKnINAL 31PUCT RM AND FINISH OF THE ORIQNAL HCU=W} 15 TO EE RESTORED.PROVIDE ALL TEMPORARY SRACM AND SHORING TO MAINTAIN THE EX437 2 STRUCTURE AND FINISH MATERIALS THAT ARE TO W RE3TORm.PROVIDE PROTECTIVE MANURES EMFORM AND DlRM ONPLERATTONS TO MOVE THE Z=TMG MOUSE TO ITS MEW POUNDATKXL W THE PRCP05ED FLOOR.PLANS ARE•IRWN Yf T®`CH THE-DEMOLMCM PLANS.RCfTR TO THE FLOOR PLAN CRAWM PCR DETAILED L.A.YCUTS PROJECT Rti 2oo4-U RIM1Ddel .AGoV&view.■.v. PENECT TRAIL ARCHM!CT *a"M,r 'na, rmmunfc r waIIIIrcwsrts C@M 0wo CO"TRACTOR II II I I I II II II II II II 2� II II II �i II it a t � W E EXTERIOR WALLS AM FLOOR XIST"G ACK TO CPJC&iAL ,,M PORCH EXTERIOR COLUMI LIKE& I I I I DE4O.JS4-1 ALL nTERIOR PARTTTxm CHIMLY,WeCOWS I I I I AM DOOR'AS SHOWM II -- -- —_ - -- sTA � D? IL —i_ EXISIM PARTITIOMLS TO REMATt MXM1746 WTDOWS O DOCRA AND PARTTTI5 I( I( TO Be REM �ovc -_ I I I NEW cDMTT n E &4OWN b!O,TED CM cclrtICH PLANS CNLr. - — -- L— GtOLT01 — L--- ------- -- -------= PLAM ID FLOOR r10TElae DATE I ALL STRLCTURAI_AMD FMSH MATERIALS WALL BE RESTORID AID RC-USED,UML.ESS THEY ARE DETERMM_D V OCT 2OC6 TO W NOT USASLE DM TO CXLMSS DETERGRATION OR ROT. EXUTMG 911LCTLRAL?- ffi THAT FAL. TO MEET REagp401T7 OF THE BULDM6 CODE SHALL BE'S5TERED'WITH NEW MATCRNI- DEA1171 BY. 7)IF WOE BPREAD F'AREAS a THE STRUCTRB ARE DEEDED TO BE ROTTED OR OF DE DEI.c i® MEN RCYLACET C , PM CAPE CCD COMMUSIOI STAFF NI.L 8C COMSULS Ti PRIOR TO C�MEIiCEMCMT OF MOLff101'f OF T}I0.'iC ARCA.1 CCMM0=H STAFF WILL RCSPCtV PROMTLY TO AVCD COMLSTRUCTIOM DELAYS Ear 3)ffM_PARTrnCK5 TO REMAIN WMOOWS. A ArD o,-- R FEATURES TO ACCOMODATE NEW PLAN LAYOUT. MC-UVM NEWSECOND FLOOR DEMOLITION PLAN: 4 ALL ME AAMK.AL AM ELECT=,U-FD(TLRES SYSTEMS AID MC0,me rY&W-L W REMOVED PRIOR TO oOMtAL DiAWVG NO-- SELECT"DEMOLR m THE WORK WALL BE DOME By),"IPIOY 749_AMD rJCPER=ir-=M TIC REMOVAL OF THE RESPCCTNE SYSTEMS o)THE DEMOLMD14 CONTRACTOR SHALL USE EXTREME CARE TO PROTECT THE ORIK MAL STRUCTURE AND FMSH OF THE ORKIMAL HOUSE.WWK 15 TO BE RESTCR=PROYDE ALL TOMPORARY BRACM(4 AND SHCRMS TO MAMTAM THE MMTM6 STRUCTURE AMC FMIS/I MATMRIALS THAT ARM TO w RESTORED.PROVCE PROTECTIVE MCAEIIRE3 SEFCRE AMC DURMB OPERATICITS TO MOVE THE EX15TM6 HOUSE TO f7S MEW P<XMATK)M. p)TIE PROPOSED FLOOR PL.M ARE SHOWM r*iO5TED'OM THE OEdOLRTOM PLAMRS REFER TO THE FLOOR PLAN DRAWVK FOR DI TAL.M LAYOUTS rseasaT no.: 2004-12 uvismik nO41M Tsar I I ARCHMECT pwm a Mck" *a wom ST-QW MO• rWN mm wr�rso eeaROO"nQ 2 COMTRACTOR v AsA79M ---- MTH MO.2 WA�� __ I ✓vim ��� - -- � DT11YG � I -�!�J t I \ �I ❑ i I I I L II II I II II cxmof �4- pom Rom I � 1 I � o � � 64TH na `: - ------� r ----- -- - eVo, -------- aTovt ©© —__- -- I' I I - -- ' I �1 I I I pecojoc f M 4 IOTCFCI TH _ y a I I I f.0AT3 PAt1TRY 771 P. a J i I I II � II I - O u O II If I li 11 I II it II II I ire -- -r ; e I o rBATH _ Pro �, x I xo / 1 CC .y Rq FIRST FLOOR PLAN; rAW --- ---------- --------- - EXU'TfMS PARTTTXM TO REDIAIN / Rfg=RAMM AS IM weY ', 1 NEW PMTTT1ott_4 _ TMA I I hOTL•I1C1J PARTRKYIO ARM s+OWIY'eHoaTEV CM CGMCLJTx.YY cRA1JnGe FR.ST ! 1=LOOR PLANS I 1 I I NATs 27 OCT 2006 MA"ET: PM WAL& v� SECOND FLOOR PLAN: ne.: SECOPD FLOOR 9ECROOMS ARE OVER THE ORIGTHAL HCUSE r�earcr n�.: 2CK) -n WATERSTRUCK RED 5RK.X CHV I WITH �ih61�11sN LEAD COATED COPPER FLASVMG 402/l7M SAL INN Poo"Im TRAIL RED CEDAR ROOD SMX3LM"EXPOSI.Aff ARCH CGT OVER VENTro U'IDERLAYMQiT Ya a=PM MW SECOND FLOOR GALE cl n END AD[NTION RAKES AM CORN M EOARDS OF D'SEAECT GOMTRACTOR PPS TO MATCH EX'LJTTIG li SME AND DETAIL V 4k%IVM 48 N,OYIR►LAM WA" aCl ,O,-7fO+AM wn c C.cLa.7 w.a ai;riuL2S<2ti'6diw� SECOMD FLOOR FMSH EL"49M CIT SACK LOW ROOF SAVE �1 AT COLIMM LME 7717F T' .I RVII WDDrVVW LIGHT CLAD OOLDLE PORCH COL1TO AID RALM'W' OR ERE RED TO MA r1 CEDAR TCM FAIL II EXACTLY n 92E AND CCTAL FIRST FLOOR FML'5H EL..Ei 59.0 IIIHI LOWER FIRST FLOOR 37Jill AJS a.. WEST ELEVATION: WATB � V LEAD COATED RED DRICX f.FIPirL•Y WITH LEAD CHAT®COPPER Fl_AStM6 CEDAR RED CEE ROOF SIEXPOSURE-y EXPOSURE RED DAR i UDE111LAYM4IT �IJ RAKES AND COR M 50ARDS OF D-SULECT O J PME TO MATCH E7JSTTIO 61 5035 AND METAL 4i V mom STAMED CEDAR FEM2 AID GATE a PERCH CCUCEDAR TO AT C IRMT I OF HIM W' D WS5AIDDPAT�IO DOORS S MMZ RED CEDAR TO MATCH E%UTH6 �/y EXACTLY M Sly AND DETAIL UEIWHITE CEDAR WALL SH►KiE18 E%POSIAE MM OJT SACK LOW ROOF SAVE _` AT COUi L M I �SECOf'D FI.JD[:R FMSH ELEV: STAW i 5 I 1 I sl FRET I F4-OOR FMSN ELLv:9A0 Tum EAST! MfCST ^WLR PR-.T FLOOR MmH ETV:J7.nA C ATS -_--__---- r: DATE 27 OCT 2006 NA"By. pm LATTICE AT HUH FOlM7A71IX19 AMD DECILS SGAIM '14%+-V EAST ELEVATION: DRAWING r0- A' n04MCT Ro_ 2004-t2 nvn nlq& 4RaltIAM lNRAL Ill la9JUT TV". ARCHMECT 00 Now 'ma a ruslamwanr RED C M)AR ROCF 3HPKiLM5-W EXPOSURE S G OVER YMMTTM UNDMIRLAYMENIT COMTRACTOR RAKES AM 7- CORNlR BOARDS CIF D3 �8LLCT ■I VMRIf PI'O TO MATCH EXIBTM IN 3=AM DETAL •ROYRI'LAM O�caux OI TTlii I'll BCC.OND FI.AOR Fill M FV:49M lilt ^ 01111 flill WWM CEDAR WALL 31NifiLG}N IYFOSURG f¢=]7Lill IIIHI 1111 11 11 If 11 1 MARNY TR.�.'"1.LIGHT CLOD GGIBLL PORCH COLL AND RAl1XsS OF ' Fill 1vI11DOWS RID CEDAR TO MATCH EXLBTM EXACTLY 14=15 AND OCTAL FRST 110CR 11IBH ELLV:39.0 r�l «a NORTH ELEVATION: a WATM"TRMCV.Rm CHIMNEYYRYH LEAD CCATD COPPER.PLA.%" R®CEC"ROOF SiR GLES-B'EXPO,YRE O Ia'J OYER VEYTM lt%=LAYMEI-T W � F RAKES AND C011 BOARDS OF D Y12CT O O PM TO MATCH EXUTHA W SQE AND DETAL WHITE CEDAR WALL%*ilei a"EXPca6" SECOND PL ADOR FMSH MILEY!49aa PORCH COLUMNS A G5 OF RED CEDAR TO MATCH WI115H E%B7TKi EXACTLY M 9l�AMDETAILMARVMW TL DNOI9 LIGHT CLAD DOLDLL HLt/G WRfDOWS TITS �� �I _ FRST FLOCK FNISH MLIMA nO NmTH a SOUTH ---- - --—-- -� ELL'VATIOM.S NAT2 27 OCT 2006 NANIf ST. Im SCAM WCCD LATTICE UMM DEC.YS vAaxtes ROOF PLAN: SOUTH ELEVATION: "AWMG M. A-3 i IlNi�4T IM: 2004-12 sivUMMM w"Ift a+Ee&L Paean Tam ARCH MSCT ` "Mo s CAM'I'RAICTOR lm jw,..� nomw LAM WARM i264 o" 3TPAA TurtAl- II ,,. cum s7 t DO a ' ,spa +M-t I � I ' I NDTE rour�AT►�+ i ' ' � ' � j I--*-- - -- --- -- i cam cri-r cm was Liu- of Decx Aeove I 4- H---- -------------------------------- \ .7----- ----------------------- --- -( i __ �� IDOWM,mot V!'RESOR PIT ----------- __ ________� I CirVATOR PIT TO x --1- MsnFAc,uMEMs svecs I ` 1 ' 4X6 POST M tea''"T 1 lAEL'I QtT N I� s�ncrz no 4 O 2 s A STUD EAtlI MO 4 Olt b X,s•'LVL i .!M LVL 2-1 4 OR Ws X 1 �I I �O I TI LL- 1 1 L LT W. ;To ..... ... - '----- ----- -------------�� 1 i ,-_J CoeJMn FOOTTIS- --- ----- -- � I " ,O'COMC POI I NAIL M/ 3 a BOTTOM- TOP MOOLE I161----r - -------1-- r----t F M CONCRETE 3L.A6 MYJ MESH CMIS R 1xWJOVADARRI . viD JOMT DAD WALL I 11 COMC MO TM 2"1i611JAT- a T-0,/ ----- --- - --- --- - �, RD e kN ------------ --- -------- J �\ ./ la !r IMAM GIRTS-TTPICAL 1 1 1 1 I 1 FOUNDATION/ BASEMENT PLAN: _ 9 THE CONTRACTOR&HALL VERIFY ALL OPOH,SOMs M THE r_____________r MELD PRIOR TO LAYOLIT E T 3514 �2AAI s 2043. ,CCU ORAOE ----j'--------- ' *ice m LOCATE PORCH C000 I PooT9,®s AFTER CARdFiR.LY MKMURRIO / F AMATIOM LOCATM OF MMTMG PORCH COLUMN!OM MST FLOOR OF MMTMG HOU.9L° TYPICAL PORCH/OEC(F'OU87ATOM� PL.AM 4) PROYM&-A&COMTROL JOMTS AS sHOMi AM AT ALL SEAM/COUNT LMES SEE MOT MUISM&THUS DRA,JM ?-OX91.0-W POOTM6 FOR 37Ws •An 2 MARCH 2O07 t1Om m-4x9loPW Fo rl�ort POR sTEPs ALL F00TMS TO REST ON FIRM DRAWN■Y: MAMMAL SEAKING MATERIAL Flees P eb FROM SLTAM, CLAY. 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MARTIN BUSSMANN 742 FIFTH AVENUE 32ND FLOOR REVISIONS: NEW YORK, NY 40046 O 1) GENERAL REVISIONS 25 AUGUST 2005 TELEPHONE: 242 664 8600 FACIMILE: 242 664 8445 p� x; V PROJECT TEAM: 1 i 4e � Al� ' ARCHITECT Ai 947 MAIN ST-UN1T NO. 3 YARMOUTHPORT 1 1 r rn o MASSACHUSETTS 02675 11 1 508-362-3450 0 1 rn / n / 42 I i l 42 44. ENO . '1. FOOTPRINT OF I , EX15T1NG HOUSEcp- I I \r 1 PEW \ I � \\ -r,.. � \\ 1 poor+ 1 ��,� � � • , I , ', +, \ C CD \\', ` 1 +1 t \` `\ \` � O� \ \ 1 Cam•'-,_- 1 1 + '', j I r'Y', 1 W \ - - II I 11 I ' TO R. Ma7R 1 i .. i� 1 11 _I \` 1 1 1 Flo 1c -aim 40. 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