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HomeMy WebLinkAbout0052 SHIPS EAGLE LANE � ��� � � v k l y ��� �I A 1 .y.e� _ -w. ... ..�� eww' — ,. ...+q r .:. ++'4R- �..., - .. .- swa.,r"....Ir^'1 _' - ^"p.�`�T<�P*" w�.-rA�n+�,. s !:. �' i i 1 i rorr� 2 3 a u i S i i� .I a 14— f �oFtK Teti Town of Barn stable. *Permit# �~ Expires 6 months from issue date a C)sz�B Regulatory ServicesRAM Fee y xrass• g Thomas F.Geiler,Director. Building Division Tom Perry, Building Commissioner 2o0 Main Street, Hyannis,MA 02601 Office: 508-862-4uj o - Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Yalid without Red X-Press Imprint Map/parcel NumberC�Z-^2._ Prope Address Residential Value of Work -7, 00C) Owner's Name&Address Contractor's N IX1S A 1— Oy\75;-1TelephoneNumber Home Improvement Contractor License#(if app cable) rizLO �tConstruction Supervisor's License#(if applicable) •❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor X-PRESS PERMIT ❑ I am the Homeowner I have Worker's Compensation Insurance J U N 0 6 2002 Insurance Company Named11 Lo C T9�1nIA1 P1C BARNSTABLE Workman's Comp.Policy# �w OS4,11 o-c l Permit Request(check box) �� �(Re-roof(stripping old shingles) All construction debris will betaken to E e.1_u Wf6 l r /Romij ' ❑Re-roof not stripping. Going over existing layers of roofl [ Re- ide Replacement Windows. U-Value (maximum.44) ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Sigaatur Q:Forms:exp Revised121901 �' i $ Massachusetts Department of Environmental Protection 65172 Bureau of Resource Protection -Waterways Regulation Program Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment G. Municipal.Zoning Certificate Deborah Doe Name of Applicant 52`Ship's Eagle_Lane Centerville River (:7OstervilIe I C:::--Project-street address Waterway CitVrown Description of use or change in use: Replace existing ramp and float in different orientation and add tie off piles on a pier associated with a single family residence. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed Na of Municip 1-9 cial Date ,i Cam,, odl� AJ TA- ignature of Municipal O icial Title City own ' I CH91App.doc•Rev. 10102 Page 6 of 17 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program W065172 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Deborah Doe Name of Applicant 52 Ship's Eagle Lane Centerville River Osterville Project street address Waterway City7own Description of use or change in use: Replace existing ramp and float in different orientation and add be off piles on a pier associated with a single family residence. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed Name of Municipal Official Date Signature of Municipal Official Title Cityrrown CH91App.doc-Rev. 10/02 Page 6 of 17 T t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 'MapParcel �n Permit# gs Health Division. ' � � f I Date Issued ' l S Conservation Division � Application Fe Z G 3 � Tax Collector 0/0 U� SE �� / �� E Treasurer L 6a INSTA LED CO PLIANCE Planning Dept. VM ENVIRONMENTAL CODE ANV Date Definitive Plan Approved by Planning Board TOWN REGULdTIONS Historic-OKH Preservation/Hyannis Project Street Address Sa SIAI 5- "qX LAXAlE Village (9,5tM 1A\MC. Owner GAArL> 'r_xpe, Address =AW-C .. Telephone 781 781 V74e-- Permit Request S•elcc-4 L."e- -1>Lwv-_ Mrto%QLA_ �•�-k-ev ASF1 SAW% _ / Square feet: 1st floor: existing l'24 0 proposed o�o� 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay C I Project Valuation 5_CKD Construction TypeCD c= Lot Size Grandfathered: ❑Yes O No If yes, attach supportiruttdocumer�tation. c31 � Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) rev cis Age of Existing Structure 100-t Historic House: ❑Yes E�ft On Old King's Hig way: 1JT es &No Basement Type: d&Full O Crawl O Walkout O Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 0=� Number of Baths: Full: existing 1 O new 10 Half:existing 1, new l Number of Bedrooms: existing 8 new 5- .Total Room Count(not including baths): existing 132 new 13! — First Floor Room Count Heat Type and Fuel: &'Gas O Oil ❑ Electric ❑Other Central Air: 2Kes O No Fireplaces: Existing 7 — New:_ Existing wood/coal stove: O Yes erNo Detached garage:,&—existing ❑new size Pool:O existing O new size Barn:O existing ❑new size Attached garage:O existing O new size Shed:Cl existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial O Yes ❑No If yes,site plan review# ;J Current Use Proposed Use t BUILDER INFORMATION Name-3OCt 1c,��pk5 f —` Telephone Numbe7a1 '" Address License# 0Ll 6k O Z Ctr�C7 CQ_6 Home Improvement Contractor# Worker's Compensation# xw OSaSy Z53q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO _ E:4kt Wye_ SIGNA E DATE 2y-6'2— r FOR OFFICIAL USE ONLY w PERMIT NO. DATEISSUED MAP.%PARCEL NO. �. • , :+ ADDRESS VILLAGE r.OWNER '✓' ? f , a i r ` ~ , DATE OI~INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL, PLUMBING: RO.Uol > FINAL- . ' '- n.+ r, GAS: R0110 :4Z FINAL- rr FINAL BUILDING�T — n ; DATECLOSED�OUT' ASSO"CITATION PLAN NOM LI i j F_ � M CMR Appnidci! y Table J&LIb(continued) Prescriptive Packages for One and Two-Family Residential Buildings Hated with Fossil Fuels MAXIMUM MINIMUM (}lazing Glazing Ceiling Wall Floor Rowe nt Slab Heating/Cooling Area'(%) U-value= R-value' R-value' R-valuer Wall Perimeter Equipment Efficiency' Package R value° R-valud 5701 to 6500 Hating Degree Days' Q 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 SS AFUE T 15% 036 38 25 WA N/A Normal U 15% 0.46 38 e 19" 1 19 10 6 Normal V 15% 0.44 38 13 1 2S N/A N/A 85 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 19% 032 38 13 2S N/A N/A Normal Y 18% 0.42 38 19 25 N/A N/A Normal Z 19% 0.42 38 13 19 10 6 90 AFUE AA i s% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): (K/ NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303 a 780 CMR Appendix J Footnotes to Table J$.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 ft'of glazing area. 'After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may, be substituted for R-38 insulation and R-38 insulation may be substituted for R49,.insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER by R-I9-cavity insulation.-OR-R43--cavity_ insulation plus_R-6 insulating sheathing. Wall-requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-fame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value r8quirement�as;above-grade;walls._Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. " If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor;basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 r � r The Commonwealth of Massachusetts _= Department of Industrial Accidents Office of/nyestigations . 600 Washington Street -, ------ ;` Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit %%/%/% '"/////%��%%%%/O%//////%%%%%%%%%%///%O/%�%////%%%%%�////�%%%%%/ name• location: A2 T �� city phone# I °i3 ❑ I am a homeownel performing all work myself. ❑ I am a sole r rietor and have no one workin in an ca achy % /%//// /%%///%%%/%/%/%%%%%/%%%/%%%%%%//////%/%%%%��%%%/G%%%/%/�%%%/G%%/%//%/�%///G/��/ f I am an employer providing workers' compensation for my employees working•on this job. , `:> t < > X. rOII2D :f�i.!!:......`?%r "�r�>%: <' '':>;: ?i E:i': ` ?`;i;:: :' :%�2""r.`:``:'•i<%'<' ;'i <2''�.. ?Y E�� 'ii` i':f�%<` %2` +':1��?%`•>...:"`�:;':'2%: ::...:.: (��t'ASS.::::.:�. �►::•...������+'�c�. •.......... ..jjII••..; 77 ❑ I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have ' n polices: nsatlo r come the following workers' P P...................................:..::.:.:::::::.m:::::::::.�::<:.:;.;:.;:.::.;:: :.:::<:.;:.;::::;:.;:.;:<.:;.;:.;:.::.};:.::.;;:;:.::;..:.:::.:::.>;;:.}:.::...::::::::..�.:.: com an.:::nam ' ........................:: p s is ? i '< :: .. >.... ..:::......:>:: i :> :: :?: :: :: :::: :::: ::: :::2::::::::::::: :> :::::::;::;:::;:;:::;;;::;:::::::;:::>;:;;:::: . . .......... ..............:.............................. :.:::.::::.. .......,.::... ....... addt <::«::<::::: :..................E; ::..; ;;%:..............<:>:::<,;;>:;;%::s:>:>::i>:::»::::ssi....:>:::::<:>:::>:::;<>;::::»>:<z:::>:;r::;r;<:>:::%:5:::;>:::r;<::«:>::>:<:>::>:<:::::;;:;:;<s:<:>::>«:<>:<:::::;::Y::i:::::'::i:::;i:::«z::>::::.;:•;;:•::::::;;:.�:::.::. :......:....................:::::::::::::.::::::::::.::. :::::::..::::::.:::::::::..............................;:;: ::::::::::.::::.:•:::•}::�»::;:•>::•:•::•>:•}::o>:�:�r.}:•}:•>:::•::::•>:•;}:�i`:>:•::2:;;:�ii;i s�::Ci>:.::�i::�`:�}::>;::�;::::Y�};:•is�:�::>::::�::::::Y:::�i::;::::�ii:;�:�::::�:�r::::c::: .5.............. ...................5............. ........................................................................................ J{ w. YY�• '..i}f.::i::iii:i:+::isi;::i::iv:::i::}:iii:::}j:::?::::%::;`: :ii:<:isL:ij;i::i::i(:isi;•�piii:::i::i::}iiiiii:?•:J}i:•:••:+.SnC'.Pi:.'Cll�:y::•'..i'::::;:i$':::i::;i:;:;:j::�:::;::'.;i;:;:?i:iii:;ii:::i?ii::::i:::•'.:::::::::::::ii::i:v:nisi'::ii:::::•::ii:'::i::::',:::i?f>'i'i::ii :;:::•.::::•::::::i:::iti::::'::. .......... ..........................:•:.:::::.�:::::::::::::::::::::::::::•::::::::::::::::::::.�::n}ii'i:i:tv'C•::•:'::':i:-:i:iv'r'vi:•ii:Jii��/�/��/// '::i>?�i:!iii:}i`:isi::>:::'ii:{:}+{:}i}:`v:::i'{:'isisjj�::ii:y;;:;i:;!'L;:i;Sr:;iJ::i•>.:i}::i<}.`:%:}:?j;:;i;v:;ii.`�:�}i�iii:}}ji;iiiii:^ii:j;F`:?�:?i�:>::j;:>.;::: iiiii'4:vi:v::::r3i'!;iii;.•};:::::::::.:�::::.}�:.i'::::::dv:�:xiw:•::}:v:::::::'•:�:::•:w::v. ?` :`dlr a. CI ,,. ��1L71'L'AriCO �i. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the Imposition of criminal penalties of a fine up to$1,500.00 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 b forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby ce a pains and penalties of perjury that the information provided above //is true and correct Date tore � ( . ` `—e Print name dd 1rh�CN�+�C6 Phone# 7e k 131 ���' official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licennsing Board ❑checkif immediate response is required ❑Selectmen's Office OHealth Department contact person: phone#; ❑Othm• (revised 9195 PIA) r Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. . • _ apt.. �•.�, 3 f _ f f.i o 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;',ob.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 section 25 also states that every�state or local licensing agency shall withhold the issuance orrenewal 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. Addtionally,.neitherthe commonwealth nor any of it&politicad 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 been0pieseirted to'tlie contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of tdie 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 peimit/license number which will be used as a reference number. The affidavits may be returned to . the Departmeint by.mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you 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 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 °FZHE roy� Town of Barnstable Regulatory Services A A Z WiNg'^$LE Mass. Thomas F.Geiler,Director . y g , �AIEDMA'� Building Division 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. Type of Work: ,.VA4A_ 1261PC� Wta, Estimated Cost 6 Address of Work: ,j 2 S���5 t:"Lt- 601y . Owner's Name: Ln paw Date of Application: (r> I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ElBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Datt Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav 7k i Board of Building Regulations and Standards HOME IMB'AOVEMENT CONTRACTOR Registratto L— j -0101, .. 2003 ter i JOHN J.HUTCHINMS,Jae I i C JOHN HUTCHINS�� 1, 305 WRINER CIR COTUI•T,MA 02635 �'G"` '✓�"`°� ' Admlriistrator -7l:e Pew � aetta i BOARD OF BUILDING REGULATI,ON4 License ONSTRUCTION SUPERVISOR I Numbek. r 048102 s Bit��h 4� 961 �r -t 0 2002 �I t— Tr.no: 0 JOHN J HU.TCHI 305'MARINER CIF2 ` COTUIT, MA 02635 � AdministfMr ; i JUN.24.2002 ' 7:23AM JBD/JGA N0.742 PA i BRWr-A5T NOOK II II � u YIKIN6 j I BAR - SToYE I 1 36" HISH SINK II - - I ISLAND - - - -- R�RI6 JJ �� II FL- / II I RTYOYE EXISTING IMW �� �M DISPLAY PANTRY -- - -j GABINM I Ir I CABINET II I pC I! I II W&)79% I II I I I EXI5TIN6 SANITARY PIK- K I TGHEN FLOOR PLAN. JUN.24.2002 7:23AM JBD/JGA N0.742 P.3 S . I vIKINe STOYB j 1 W-M GL05. . GL45• d 0 [] — 5G, JUN.24.2002 7:23AM JBD/JGA N0.742 P.7 i loo-c- 561-H- 00 'i \ / 1011U21 V-4VW RDM i CABIN Vq r MIN JUN.24.2002 7:23RM JBD/JGA N0.742 P.6 pcoy- in I � I � I, TOILET BATH, 1 ell —,-, DECK . � I 7 li II �Ioh�R STEAM ------[-�VANIV 10 BEDROOM FLOOR PLAN SGAL,E:1/4°=1"-0" 6/24/02 The Commonwealth of Massachusetts t Department of Industrial Accidents' - - x 66o'Washington Street - - Boston;Mass. 02111'.. Workers'. CQ np ensation.Insurance Affidavit-General Businesses0:2 - �",�'� 3rs r.� t �K4.. is c ` — 'i'Y'• , name: r _ - • x l ., . . ;; '• . � ,. address: ; . state: zi hone# .. _. .... . . . _ . ci II full address : C�� ❑ I am•a sole proprietor and have no one Business Type. ❑Retail❑RestaurantBar/Eating Establishment working in �Y capacity. ❑Office❑ Sale' (including•Rea1 Estate, Autos etc.)' ❑I am an em to er with etn to es(full& art time . ❑ Other % am an.employer providing*prkers' compensation foi my employees working on this job.: -. •I .r,�, ,,v~ �,..'_ t 'p` P ty : •S",•( ��' �;;::�,-..•i.;:7i .fj`I:rr•; :1: ','::�i'� :i .r !i 'aD1 •' Y•�+�T'.�',• �+4� . .. ,+.•'ire'. 1•1•':.•r ''r e . COI7]•-en''Sl t 6: .+'�i::. ,i• 'ii: ,.r., .� J r :.a;�• _' ,t .'e .'(��'i:;�. fi. • r •;:.: :i't. 'i' `C;•Lr •J '''-'', .vA• - d r�+ frL',`Mti.:7::. ,`. .,.' f>•• L h J ::•per J� •'q .a..S. �•, "• ,.w.i•1.:" 1..� A .;'•.• G :� �;•^'i.'.:.: r. i ..,,t•..a..;�.r..!.. _ }. �F��•7 ,.. .,�1•`,, ,lid• �7.I�.#.�g i ... �N VY phone.. ❑ I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: Com a1;' !;'•• ecldressi. R - .C':'a• 'A' 'e�,'•j•�•%:e!•;a;''I'.. .i q:.i '�,i' .+-;o• '•i:r.•�i._m.r„ '•r,l•; `?.�• '•1 r. 'n� '•fir:: '"''f.`�� :'i"d�'i.r:'.i.:.,1. '! , ;, t : r 'r r;: �:t i' r•!r "'., !r +;/:'.:...,t:±• •r�.2.••.;�'.•r= .,��;, ,•;:,':r;'. :;. o :#':,t•J rr;.'.•,-,•:•,'•?::.:.. `{'i.ti�.,. insurance co. '.:t ':tr ,{.' '•'P ':r: r ...... ,._. �+I^�•i. •1 1. .'r. r l•. CODlt aD• DaEfe: �.,, ,: if 1• 71'- address: + .' Cl Ate i • - :ty•, ,'f:ri y:+:' f•^^, ••r:' _ .:,. •,i:.•.' _•.t., .'!•' �•1'0f�i:t.d.��•• .i;. iusur$alco FaUure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or ation.one years'imprisonment as we as c vU penalties!n the foim of a STOP WORK ORDER and a fine of sloo.0o a day against me. I understand that a copy of this stateme ybe f ed to the Office of Investigations of the DIA.for coverage verific I c i u der th ai - and penalties of perjury that the information provided above A*s6" e and correct Date _ afore Phone# `7ek 431 S-7 C7 Print name Y'official use only {do not write in this area to be completed by city or town official city or town: permittliceme# ❑Building Department , ❑Liceming Board ❑checktf immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other _ L (revved Sept 2003) Information and Instructions. nip .... vlassachtisetts General Laws ch4 pter�152 section 25 requires all enlOY ersonin the service of another sunder any ontract ;rr4ployees. As quoted from the law', an employee is.defined s ery p 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']omt enterprise, and including the legal representatives of a deceased,employer, or the receiver or association or other legal entity, employing employees: 'However the owner of a trustee of an individual, partnership,. dwelling house ha tsng'not-more than three apartments and-who resides therein, or the.occupant of the dwelling house of 1. nstruction or repair work on such dwelling house or on the grounds or another who employs persbris to do.maintenaiice, co 'her building appurtenanteto shall not because of such:employment.be deemed to be:an employer. MGL chapter 152 section 25 also'states That'every state'or local licensing agency sha11 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 ins e contractfor the performance of public work until commonwealth nor.any.of its political subdivisions shall enter into any acceptable evidence of compliance with`the insurance requirements of this chapter Have been presented to the contracting . duthority. Applicants Please fill in .the workers' eor ensation affidavit completely,by checking the box that applies to your tittiation.~Please supply company name, address and phone numbers along with a certificate of insurance.as all affidavits maybe submitted aep .rtrnent.of rndustrial AccidentsIor confirmation of insurance coverage. Also'be.sure to sign and date the to the co 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 numberlisted below. City or Towns . '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 ermitllicens.e number.which will be used as a reference number. The.affidavits inay.be-returned to be sure to fill-in the p the Department b .niail of FAX unless other'ariangemenfs havebeenmade.'' ons would like to thank ybu in advance for.you.cooperation and.should you have any questions, The Office of Investigati pleas a do not hesitate to give us a.call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents 8t�re o[�aires>i>�atiens • 600 Washington Street Boston,Ma. 02111 fag#: (617)727-7749 phone#: (617) 7274900 ext:406 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Pafcel v� ' �,;,, Permit# '795`f9 `` G T01 N' 0,= BARNSTABLE Health DivisionM (� 6 a��1 '3�6 � Date Issued 9!2-T/0 Y Conservation Division o a O SF / ` n �j ►�Apli�fion Fee Tax Collector Permit Fee */SS'e)• 00 ✓✓ ._C7T 6q Treasurer 04--- Of IS10N SUM Planning Dept. Date Definitive Plan Approved by Planning Board 4M1l.J0F 9pRppMS Historic-OKH Preservation/Hyannis Project Street Address Sk l c_=-IggL.F_; L4NE-:; Village 66 M, .Owner Cr AO,� :C7,ot-=7 Address S;k Telephone Permit Request�Q��-4-�e�. T&L-- A Square feet: 1 st floor: existing proposed- 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ��eQ;G0C, Construction Type Lot Size Grandfathered: O Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure lam`+ Historic House: ❑Yes l� On Old King's Highway: El Yes Ef1� e Basement Type: &-Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Areas .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: L*(Gas ❑Oil ❑ Electric ❑Other Central Air: CIA es ❑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:Cl 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 I _ BUILDER INFORMATION Name�ccAn Telephone Number G 1-7 q.o a t h7s�o Address 2-2- `� �fi S'► License# (5461 1Z- ` Home Improvement Contractor# ( 12 8(4 7 Worker's Compensation#) UJ00,552:512S3a! ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO cSGK-�'d `3 S' c a cl Soo SIGN A URE DATE 7 ov FOR OFFICIAL USE ONLY a PERMIT NO. ' DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION.. �o2✓hu !b�(9 s`I FRAME INSULATION { FIREPLACE ELECTRICAL: .ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ' ASSOCIATION PLAN NO. w ' 780 CMR Appada J Table JS-2.1b(continued) Prescriptive Packages for One and Two-Family Residential Buildings Hated with Fossil Fuels MAXIMUM MINIMUM alaang Glaung Ceiling Wall Floor Basement Slab Heating/Cooling perimeter Equipment F_fI"icienry' Area'(a/a) U•value= R-value' R-value' R-value° Wall Package I R-value° R-value' 5701 to 6500 Hating Degree Days' Q 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 25 N/A NIA Normal U 15% 0.46 38 19 19 10 6 Normal v 1S% 0.44 38 13 25 1 N/A WA 8S AFUE W 15% 0.52 30 19 19 1 10 6 85 AFUE X 18% 0.32 38 13 25 1 N/A N/A Normal y 18% 0.42 38 19 25 N/A N/A Normal Z 18% 0.42 38 13 19 10 6 90 AFUE AA 19% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: SI 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): /® 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303 a 780 CMR Appendix J Footnotes to Table J8.2.1b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall .of the total glazing area may be excluded from the U-value requirement. area, expressed as a percentage. Up to 1% For example,3 ft of'decorative glass may be excluded from a building design with 300 fl of glazing area. Z After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the.full insulation. thickness. over the exterior walls without.compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include ment could be met exterior siding, structural sheathing, OR R-g3acav�terior insula�a plusoR-6 insulating heathing.eWall requirements apply yE o by R-19 cavity insulation h' wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. S The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement d-scribed in Note b. The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. " If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more.than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. For Heating Degree Day requirements of the closest city or town see Table J5.2.1a NOTES: a) Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels: R-value requirements are for insulation only and do not in structural components. .. b) Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J 1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value,greater than 0.35). c)If a ceiling,wall, floor,basement wall,slab=edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). i I 43 �p•rHE rot 'how, of Barnstable R.egulatory.Servzces. S s 5UE1+�. # Thomas F.Geller,Director q4�,, s6�s• ���� Building Division • Tom Berry,Building Commissioner 200 Main Street, Hyannis,MA.02601 Office: 508.862-4038 Fax: 508-790-6230 Permit no. --- Date ly/14 ___ . AFFIDAVIT ' HOME ZMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL 0.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, •improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied btu7ding containing at Least one but not more than four dwelling units or to structures which are adj scent to • such residence or building be done by registered contractors,with certain exceptions,along with other requirements, • Type of work: Ro0e- �z JSFz Esti=tedcost 000 - Address of Work:, -5�vt, s .•;.'�S ��► l�c�= , L�L.N i= . Owner's Name;_ G 4/4:0 P Q Date of Application: e ZI /C i I hereby certify that: Registration is not required for the following reason(s): []Work excluded bylaw ' []Job Under S 1,000 ' []Building not owner-occupied ' []Owner pulling own permit ; , Notice is hereby given that: ORS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR AFPLICABLE HOME ZUROYEMENT WORK 1)0.NOT HAYS ACCESS TO TEE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A,. SIGNED ERPENALTIES OF PMUURY ' Thereby apply foi a permit.as agept of e o er: • l A Data ontractor Name RegisfrationNo. OR Owner's Name . ' RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings 1 . Residential Addition Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) h square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= a-(o�� x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck ' x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool C$60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 I- C Town of Barnstable y F SHE TOkMo ,Regdatory S w4ces . # Thomas F.Geller,Director Building Division 19. TomPerry, Building Cotnmissioner 200 Main Street, Hyau , 02601 . - Faxr 509-790-6230 OCe; 508-862--4038 PropertY Ovuer Must _ _..._ Complete and SYgr�This Sectlo� If us ing A Builder df, ,as owner of the subject property _ - .._.-- I, s . to -act on mybelialf, _ -- hereby authorize o work authorized by this building pest aPPhcation matters relative t - (Address of Job) e IZ d Pe -_ Date Sigaa of Owner Print Name r ':• �!e {Joarirwozuiea�/ a�,/�aoaac�ivaeQ2 BOARD OF BUILDING REGULATIONS License: gONSTRUCTION SUPERVISOR Number'X§ 048102 I R�eVshda t ( 961M- 9 W1 3251.0 L 006 Tr.no: 'Ic ed;`'Q0 JOHN J HUTCHII 305 MARINER CIRG— COTUIT, MA 02635 I Commisslorier 00-35,000 cf enclosed space (MGL CA 12 S.60L) �. i 1A-Masonry only € a 1 G-1&2 Family Homes I' Failure to possess a current edition of the Massachusetts State Building Code r is cause for revocation of this license. jC • h DIG SAFE CALL CENTER: (888)344-7233 i � aches State anTdin Co D� > '" ` en e cho The Massachusetts State Building Code(780 Cw) includes provisions to ensure that houses and house additions meet energy efficiency standards. This supplemental ,CONSUMER INFORMATION FORM is to be filed as part of the building-permit application when a builder/contractor or homeowner, constructing/installing a house addition with very large percentage of glass to opaque wall,seeks to utilize a special energy conservation exemption option for "sunroom" additions to,an existing house (780 CMR, Appendix J, Section J1.123.1). This FORM is not intended to prevent a homeowner from selecting a "sunroom"of any size, configuration,orientation,form of construction or percent glazing,but rather is only intended to assist homeowners in becoming aware of some of the important energy conservation and year- round comfort considerations involved in selecting and utilizing a"sunroom"addition. The connection of "sunroom" structures to residential buildings may create comfort and energy consumption issues due to uncontrolled solar. gain or uncontrolled radiation cooling of.the main house. In the selection and construction/installation of"sunrooms", included below is a non-required, open-ended list of product and design considerations that .a homeowner may.'wish to consider before actually constructing/installing a"sunroom".It is recommended that consumers carefully review these options with their designer, builder, or contractor, in order to minimize potential..energy consumption and/or house discomfort issues. In addition, the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNROOMS" • Solar Orientation and Natural Shading - • Type of Glazing • Insulating value • Solar heat gain • Frame materials • Glazing to frame sealing and gasketing materials/seal durability and/or weather tightness of the sunroom • Adequate ventilation Operable windows and fans • Applied Shading Systems • Insulation level in floors,walls,and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Heating and Cooling Methods: Efficiency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code, Section J1.123.1,..requires that the actual property owner(not the owner's agent or representative)acknowledge receipt of this CONSUMER INFORMATION FORM prior to issuance of a Building Permit for a project that includes "sunroom" additions to an existing residential building. In accordance with this requirement, the undersigned hereby acknowledges that she/he has read the ' a 'on ' this ocument concerning sunroom comfort and energy conservation. �LI'a� Si afore of A * Building Owner DatAf-k f7, 2/me Print Name Address of Permitted Project Owner Address(if different than project location) Owner's telephone number GTE uv 019A `. BOARD OF BUILDING REGULATIONS •� ;License: INSTRUCTION SUPERVISOR Numbe - 048102 �_...-- IV 2-111 2E04 Tr.no: 3043 I I JOHN J HUTCHlI ': 1 305 MARINER CIR COTUIT, MA 02635 �- '� � ! Administrator Board of Building Regulati ns and Stands-rds HOME IMPROVEMENT CONTRACTOR i .RegistraLtort; 112847 i 0A_Pti9n129/2005 r��•_��pe_DBA• JOHN J. 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I 1 Vj +FIE GRADE +FlN.GRADE +FIL GRADE EL St'-0' El 30'-0• EL 29'-0' T.O.SN T.O.SHFILF — — — [2Y-07 [28'-07 [25'-0') EL 27'-8 +FIN.GRADE EL 28'-8• +FILM.GRADE 06 7 r — 2r [24, o' a 28-0 [u,-o' EL -0 +FIN.GRADE T.O.SHELF EL 32-0• _ I EL 2V-8' n UU s — — — — — — — — — — — r— —� — I— —� — - - - -- - L) T.o.$!IEEE I r. I ? m TOE> STONE WALL I RDAAJN EL 3t-s• ♦ CONCRETE SAB-ON-GRADE ��r���rrr777ttt N [29.-0-] [28'-O'J 22•x 22'OPENING O EL 28'.) BY C.E22 CAST ON 8'(EON.)COMPACTED 16'OM OPENING GRAVEL FILL @ 8 IDL VAPOR — — — — — I BY C.E3.— — 84R1tIER REINFO.4/WI.RCE W/Bx8 5 — — .. ...:+.' :•:.,. : ♦/tom,., — — — — +FIN.GRME [28-07 [zs'-07 — [24 07 — — —W,.[23-0 wwF — — — EL 35'-4- 1 L (PATIO) ,_.. ...•.. I ( I 12'WIDE STONE Now mmm SHELF I mm u 1a 12'x 21'x 24• 12'x 2S ' CONCRETE1 4 ALLOPENING SV C.ES. OPENING B FOUNDATION ALL h I I I I I CONCRETE ON�$Mv FOOTING STRIP FOOTING I 3•-0.WIDE x I V DEEP "A��'�-IL CONCRETE srR 10•w1OE CONCRETE I I I ` BY CES x 24'OPENING FOUNDATION WALL X-O'WIDE x IV OLDS CONCRETE STRIP FOOTING \ I I I I I I •' I I I U.CAVATED +iIN.GRAM — cn � 3.0 Ija GRADE+El- DE nN 35'DE (PATIO) a �• 8' ' - 13'-6' i I I I g2'-$ti2' I I I •a `I. - EL 25'--8r 4- O W x 28 OPENING x 16 191 I I O 22'x 22 OPENING BO%-OR 9Y C. 24•S BY G.ES� 0 LNA 3 L. 1 [2e'-'] [26'-O: x 1♦ OPENINGE.S. �+ To.SHELFt -T-j 2 — — — EL 35—I — — -- — — -- — — _ — — — — — — — T o.WALL e' L — — J L J W L n E _IO• 4_0• ' E DAT H h + ATE•OBIS-W 4' SLAB- GRADE l 23-07 I I 1 I 10 EL 2Y-,4' \ 41 ( 1 [ I I I REVRIOCASWT NS: N H GRAVEL FILL&e)Em COMPACTED \ T.EL.•ze'� a.zs�'-W . IBARRI t e/NREorF w/6x6 IL EL 2� T.O.SHELF ELFIN 2ORADE+ I I I I I EL 26'-10' L - - - - 4 - - - - - - -I i 1t' 3'-4' 11' 8' 2'-4' F M S P '0 IC' N: FOUNDATION 22'-14Y 4'-4' I I I I PLAN I I I FIN.GRADE+ I 3•-N 4•-2. I 1 1 f I tJ No CT 617 L Q to EL 35'-4' (PATIO) r In o FOUNDATION PLAN ( I I 4 FIX.GRADE+ SCALE 1/4-_ 1'-0' �EL 27'-0' F S N M-E� 1. 120'-0-1 w LL OMgTES PROVI90N BOTTOM-OF-FOOTING ELEVATION. 3.0 P�tA4I SLIT PROJECT NORTH COW6N ASSOCIATES EXISTING HOUSE 29 Ve=Road STRUCTURAL.ENGINEERS S22.00 FOUNDATION(V.LF.) 2B Vesta Road Netkkmss cbusetb01780 To'-' "((508)655-3878 FOmimlle(S08)855-4284 En1aIl:060Qca assoc.00m Web. WVAY.ODW@Na= GO, /4.03/-S2.0 A B C D E F G H T C.1 C. I D.2 D.6 I I I I I ^ I I I s'-10�• {•_�• 2'-�' ly-4�' 4'-�• s'-tD� I I I I I w b„$ s 1/4' a. CURB — 5-5 — — — _ —F— — — _ LEL 3S—$• a. -� IFL 3 FL 35 55 I I I s.9 I ® ® ® ® l^ t_3 8.4 (•) rT, 4 1/a, If I I Ado 1Y o/c e.CONC�IE — r3 1/4• W T.O.0 CURB EL 35'-B•^� Im6r p OM06A �B to•WIDE CONCRETE I OIOIR all FOUNDATION MALL 1�t oo.rRwrtm mo. 1.7 WII®m an7C.t EL' I I (z)-eB,DMGONAL ENRS I T. ° I I I I mi I I I I I 6`• � (4)-e7 SERF. 12.O/C coNCReETELE SLAB 1-�ry I 1 I I E�CAST ON COMPACTED I I 1.3 ed o 12.O/C Fl 4:8 10L.VAPOIiWR2. WALL REINFORCING IT .D I 1 TII S.7 � I I I I I •�I 3.7 401Y0 C (4)-e7 VERT. pO I I I I I I I I TYPICAL PIER REINFORCEMENT O � NOTE TOP--OF-PIER O EL 44'-$•. I I i I I I �� I I 1 �31/4• ® — — /S a 12-o/c. FIN.FLOOR O/C 8•CO NCE 3,TW� p 3s•_B• R try. O EL 14 0CURB 4•TOPPING SLAB— Wm os-15-0r 5 O .O C T.O.CURB O. EL 35'-S' EL 35•-5• 2•RIGID INSU ATION L T.O.STAB I I. .. OP o I O/c T t III II P (2 _ I 2 I I � ' •.�• f EL 34-t+' RYISWNS: • &B SRy SLAEI OPENINGS OTU2•°{,` � I o I I I I III I I I I TYPICAL FLOOR CONSTRUCTION 0 1.0.WRB ® 8•WID[CCMICCR�EIE EL 38'-$• CURB ITYPICAU TYPI Al RONFORCI RMIND SI AR OPENINGS .' H OF I I I I I I ((2 //a aARs Tov LW/FR LAYER))SNORT DWEIN& 3 (2 ie"'IS TOP UPPER LAYER)LONG DBIENSWN. a Q 3•f STANDARD STEEL PPE COLUMN 0 Ax oN45/ PL AM 3/4 PL ( I I ( I o F DERI�• ti� FIRST FLOOR ANCtt/(z)-5/e f WEN f SLAB PLAN dUCTURAL H T.O.WALL EL 0-1• No.2661% �Q FIRST FLOOR SLAB PLAN I I I I I I I I I pfSr '(E��\���``� SCALE-' 1/4-- 1--0- -A fSS/OIIN A\. 1. (•)INDICATES e4 TEMPERATURE BARS o 12.O/C BOTTOM(UPPER LAYER} PERbffr 2. REFER TO DRAWING S2.2 FOR TOPP94G SLAB PLAN. 3.0 Sur CdWEN I\�iSOC�ATES PROJECT NORTH OlTh N CONSULTING STRUCTURAL ENGINEERS Ak l—EX o�33'-l.WR� N�M�ehusoB 01760 52.1 F holre(508)853-3978 (rl)) -4284 ERTBII:BeAGcow assoc oom Web SIB: r w.coWOnBssot:CgO N w p•�l`CQ ppO 1:, Z oa b W O0 4 I = w I w ml P. I I ® ® ® ® 111 Fol i P I I fie--- y / Z I �I I3 I I M 4y n I u O � n i I I I I Po 1 I II I I I { { 6 I I I I I I I H I { I I Pg�� P L I I I I I I I I f I I I W A$ O ml /ti �ry��T cZiYl /,^l,l� 9l: IA r J> F a /yff R S 1 t,3S�a 0 CAI: V 1 b N C) DOE POOL HOUSE IVAN BEREZTIICHI ASSOCIATES,INC.m ARCHITECTS • � z @@ g N 52 SHIPS EAGLE LANE 9 WPNDMl.MReec,CAMRR1DGe MA 02138 k Z GSTERVILLF,MA TFL•(61'!)3345188 FAX(61n86B-5764 A B C D E H F G T II - C.1 C.1 SNB C.B I D3 D.6 D.9 I COLUMN /fe STUB I I I I I I I I I w 7 — — —f— — — —i— — — 53.1 — — 53.1 — — i-- — i---- — 0 B rT Erg— Q Nsss�x4,alfe I- I (:t.s tB � �% y fmaT R ittlOOW irollfm m o,Q I I I I � 'I ],ZUUS/16 HANGER I I I w9 olQY I I I I I I I I I 1L4a4O/16 NN1GE7i w10x19 PoDGE JI I w1 N�19 I I I II I Mox1f� I 10x oll 1 1ox 1 IL w1 ox19 aRB1GE wB�1 ,I I II II I I I I I I I I I 1'r � - - - - - -LOO on 0 i 0 � 0 1 L — HS`4&x5jI9 I NSS4=16 H NV - FJ n / .I - A f1A1L 09-19 04 1 I T.O.PIERI I I REVISIONS, EL - - F= R- ccc I I I I I I i I I s � 5 � uR vi ROOF .26617 �Q � FRAMING I I I I I 1 I I t }v FSS O N All ROOF FRAMING SCALE-- 1/4-_1'-0- 1. ALL ROOF RAFTERS TO BE 2x12 O 19'O/C' - PERhff 2. PROVIDE SROWN H10 HURRICANE ANCHORS O ALL RAFTERS. SST 3' — INDICATES RIGID MOMENT CONNECTION. 4. REFER TO DRAWINGS S-3.1/k S-32 FOR TRUSS SECTIONS AND DETAIS. PROJECT NORTH cowEN assoc�arlles CONSULTING STRUCTURAL ENGINEERS • 29 T/ggja Road Natick MassaehusM 01760 Telephorl0((SOB)853-3978 Fe®indle(608)855-4284 Emell:DeOQcorerlasSlcootll Web Site:www.coxerleseoeeom /4.039—S2.S T.O.PIER - EL Cr CONCRETE PffF I I /4 O 12'0/C i4 O 12'O/C BOTTOM I NGRZ.(F F.) i4 0 12'O/C BOTTOM ,i4 0 12•o/c BOTTOM 4 TEM BARS PERATURE BURS //86 O 1r O/C TEMPERATURE BARS O,2 O/CC BOTTOM �] $ !fY O/C BOTTOM » I I 4ERr.(CF. a ,2.O/C BOTTOM ►7 •,„ 8'CONCRETE SLAB I I -FlN,i1.00R 8'CONCRETE SUB I B-CONCRETE SLAB STAB OPENING FIN.FLOOR U !1J C7� 0.36'-B' T.O.CURB T.O.CURB 1 T.O.SUB EL 35'-8' ro 0. _g ro F-1 00 O 12'O/C TOP i4 O 1Y O/C TOP T.O.SUB T.O.SLAB i2 0.34'-11' 0.34'-11• 0.x'-11' d is o,z•o/c TOP (2)-!6 BOWELS O 2r B DOWELS o P' i8 DOWELS O 12'O/C I EOOE OF OPENINGS ie DOWELS O 12'O/C OF 07DIC.S Q (2ri7 mP CONT. I I (2)-i7 TOP CONE. (2ri7 TOP CONT. (2ri7 TOP CONT. (2)-i7 TOP CONT. /8 DowLtis O/2•o/cLU. n� (2ri7 TOP coNc PROVIDE(2ri6 BARS TOP o h 6 BOTTOM ABOVE OPENING HER REINFORCING m I I 10"CONaffTE WALL HER REOLFORCINO m lo•CONCRETE WALL BOTTTOOMFWWALL I I BOTTOM OF CARRIED m lo-CONCRETE WALL - (�yQ�i Qdd 10•CONCRETE WALL I I 10•CONCRETE WALL 10'CONCRETE WALL - /4 0 18'o/c i4 0 16'o/c id o ,e'o/c Hmm(O.FJ HORL(O.F.) HORZ.(O.F.) qqs 0 12'O/C I i5 O 12'O/C /s 0 12'O/C RR'. (EFJ 4ERT.(EF.) i5 O 12.O/C §5 O 12.O/C is O 12.O/C Now R own 4 O 18'0/C I I. VERT.(O.F.) 4 O 18'O/C PERT.(O.F.) VERT.(OF.) i4 O 18.0/C P O O L i9 DOWELS O 12'O/C R POOL GDR2 (E.F.) POOL U(EF.) 4' 1 ORZ.(EF.) -am R a 4•CONCRETE SLAB 1 I I 4'CONCRETE suet T.O.s��� co®�, R, 1 I I T.O.SLAB 1 T.O.STAB GRADE EL 2'LAB 1 T.O.SLAB EL.26'-10" EL 26'-10" i GRADE GRADE 70'CONCRETE WALL T.O.SHELF T.O.SHELF i5 DOWELS O 12'O/C i3 DOWELS O 12"O/C �COYPA=GRAVEL I I EL VARIES COMPACTED GRAVEL EL.VARIES o COMPA=GRAVEL COMPACTED GRAVEL i6 DOWELS O 1 O/C FILL FILL Y I I (2ri7 TOP GONE is DOWELS O 12 O/C (2ri7 TOP coHr. FILL FILL q &95M CONr. 2- CONT. 86TrGM CONT I CONT. n Q B.O.F OTM B.O.FOOTING B.O.FOOTING ^ B.O.FOOTING BO FOOTING B.O.FOOTING BO.FOOTING I 2'-0' EL 33'-O' ( 3-0. I EL 22'-0" 0.I 2-0" I 22'-0' 3•-0- I EL 7Y-0' 2-0" Qn W J Section T Section 2 Section a1.4 SCALE:1/2'- ,•-0' 2.0 SCALE 1/2'- ,'-0' 2.0 SCALE:1/2•- 1'-0' 2.0 O PG O 0 IY O/C eorroM 4 TEMPERATURE BARS 12•O/C BOTTOM •. T.O.CURB 8'CONCRETE SLAB i4 O 12.O/C TOP GRADE EL 35'-S' PATIO T.O.SLAB EL 35'-4' T.O.WALL EL 34'-11" FL.3s'-1' - - (2)-i7 TOP CONE. sOYi: 10•CONCRETE WALL COMPACTED PEA-STONE (2)-17 TOP CONT. _ OATC 01H13-01 5 O 12'O/C FILL 16 DOWELS 0 12'O/C A�u40w 00.1 12•o/C .1 10•CONCRETE WALL Q Ns: HORZ.(OF.)/C VeHI.(EF.) POOL i5 DOWELS O 12.O/C 2�5 CONT. t, //4 O 17Y B.O.FOOTING NORZ.(EF.)0/C 10•CONCRETE WALL 0 EL 31'-0" //s O 12'O/C Q 2'-0' I 4ERf.(CF.) � Q i5 DOWELS O 12.O/C O IB'O/C ' B.O.FoonNc 4�toRz MgSs, EL 29'-0• ((2�)A CONT. CONCRETE SHELF � 617L�o W SECTIONS SCA' 1/2 Secrlon 1'-0• s.o is DOWELS O 12"O/C ,p aS F'�V' AND DETAILS rS 10NA��� 2ri5 CONT, PERrffr B.O.FOOTING - SL? E L. COW6N pS,SOC�AT63 CONSULTING STRUCTURAL ENGINEERS 2B�a�Rs 53.0 N9V Vesta l,uselb 01760 Teleplgrle((508)655-3976 e&ion 5 FB,aONIe(506)655-4284 SCALE 1/2"- 1'-0' S2. Email:hed@COwBnBSGOC.Wm ErmJ1 11:WY/W.COWBDL796000OIf1 i4.028-53.0 v) T 4 6 20'-7}• 20'-T}- I I I 12 W1ox18 RIDGEPADDING 107 w/2x10 vAoo 1.4/4 IR 1d18 LVL $ SIMPSON LSSU210 T.O.FUDGE BEAM EkER JOI SMHANGER O EL.81-4 8 8 2.12 ROOF RATER O v 1 3♦x 14 LVL HEADER W/ IUTl t HANGER O Iy U SDOWN IUTII HANGER FA aID SDD'SON LSSU210 HANGER DORMER RIDGE DETAIL (t�S}7�, 3//a•PLYWOOD ROOT SCALE: I/2-- 1'-0' W O SMFAl10NG W 2x12 ROOF RAFTER a O 18.O/C Nam P mms Mail Ee am OOPIMONTED 20" w.IH>t81m Ann.i 12 10� 4 8/8•x 10'x 1'-1- Lt'1D PL WIG TRUSS BEAM WIO TRUSS BEAM 4 W SOasON HIO HUPoBGWE I Section s O ANCHOR O FA RAFTER yy W10x10 RIDGE BEAM TENSION STRAP a SG1lE 1/2'= 1'-0' 2.3 �.I (2>-2x8(P.T.)SILL CANTILEVERS ONLY (WPJ T.O.PIER EL al'-0- O W 1/2-O ANCHOR BOLT T.O.FUDGE BEAM O y IY. o se O/C a.61'-4 s B " TYPICAL TRUSS RIDGE DETAIL Q+ . // \\ P�`" 'E�. SCALE:1'v t'-0• O N H A ATTAd1E0 W f+OWOER ' PCTWTED F / \ 3/4'PLW1000 ROOF TN 5/8•E?ID H- SHEA WIG RIDGE BEAM WIG BEAM / \ DAM 00-17-04 / WIG TRUSS BEAM W70 TRUSSBTAM \ / \ REVISIONS: w10 FUDGE BE1M 0 12 / Section A \\ - 10� SCALE: r- r-o• _ Hss6x6x5/18 _ _ _ _ �-N 0 b1 3v/�p S9cy 3/8'GUSSET PL W10 VALLEYBEAM ROOF TRUSS_ j 5 617 � � i T PL ) // 3/e'GUSSET TPL -_1/2-GUSSET PL. Sectlon 7 \\ 1'�.r'r 0 SECTIONS �TSI ' I��,�` AND DETAILS 1, a SCALE' 1/2-- 1'-0- 2.3 \ SS 10 N NL E• r 3 TRUSS T-1 y TO.HER �� EL H'-3- 1'x 10•x O'-10'BASE H_ SET ON 3/1'GROUT @ 1 {' _ PERMFf LEVEL PL.ANCHOR W l 1'P ASIM F-1004 105 t0,CONCRETE Sur ANCHOR RODS x 30'LONG W/ HARDENED NUT AND WASHERS PIER o EA END 1000 BASE PL COWEN /✓1$S.HOC�ATES CONSULTING STRUCTURAL ENGINEERS 28 Veafa Road S 3.1 Section B Natick Massachusetts,ess °39178�0 SCALE:1'v 1'-0' S3. PmaDNle(508)865-4284 Email: @conassoctm Web SI00:W W aSaOCcOm BI.osO-53.1 J G a!` Ca IKSBx4xS 16 O \ HSS6x4x5 16 O § \ I o HSS6x4x6 18 mw � \ - \ 8 31 H556z4zS/18 / A W \ I J H556x4x5 18 / HSS6z45 18 A tp i ' po i� � b � �mm�zmcl Xgmg++pmo��cl m� P b o m V) DOE POOL HOUSE IVAN BEREZNICKI ASSOCIATES,INC. W m Cbe Y a ARCHITECTS m E 52 SHIPS EAGLE LANE 9 WENDELL S1RPSr•CAMHRIDGH•MA 02138 lv OSTERVILLF,MA ,EL-(617)35{-5198 PAX(617)86&5764 CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE. COMMONWEALTH OF MASSACHUSETTS. OFM icy so) b4 Profe naN pp S or Date: U O NO.20097 90 9FC/STER( ss/0'NAL LAND coIm Q Cv mara� 5 . rsQ OF MAss� \/ v hips:: ;dg/e \Jet on �.. s RALPH \e o HARLOW ~ �� U C L �e� . LOCUS' �. .. T ° East Ba p w LOCUS MAP 60.01'29� 5123,0 HINKLE, SARAH R � S?s %LEMPRES. MARTIN V KELLY, EDMUND F & C\96If c,q'PB�c'5! & ELIZABETH 315 WELLESLEY ORAH M � yFq�g s/1 WELLESLEY, MA 02481 315 STREET Lot 25 Z��gDi�0 WESTON, MA 02193 ,- ourt Plan 26700E �o OF M4 Acres cy RQBERT A. G DRAKE O CIVIL Nn.41642 O /s-fEP � Existing Dwelling OY rO� 0fC°4Sfo�e - - - - - - - - - o Onk a � R'1 i v • F= c •'' '� AMA •A13 �EI.11) vH�' Ar -------� Mean N19L'�Pe267'' f) it Of d (AS 5h\n on �,. ��op- Gros i Flo oo • 5n \ C/Seale:l"— 80 b Ea 0 "40 80' PROPOSED RAMP, vi FLOAT & PILES e ELEVATIONS ARE BASED ON M.L.W. (SEE SHEET 2) � t . yer PLANS ACCOMPANYING PETITION OF C CHARLES & DEBORAH DOE TO CONSTRUCT AND MAINTAIN A RAMP, FLOAT AND PILES IN CEN =-ERVI 1 LE RIVER OSTERVILLE (BARNSTABLE), MA DATE: AUG. 30, 2004 SHEET 1 OF 3 WI;LSON ASSOC., INC. JOB N0. 2.1282.0 CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS. IOF DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS. fA Profes al M vItur r Date: N0.26097 9o�ss/N 'LAND SO� AL � 4"x4 Pi/e (T)p) All, alr, !`y4p Al, it-Ill ROC, Qj PROPOSED SO ACCESS 1 f' �- STAIRS r? all, air, ,,Ir, / � :N�'• /tg( ,IDGfI �o r All, /84 �vp 2,4 0all all, ���P��t� �f f✓74S J9`y 0�� o RALPH 5r ,�Ir, r ✓ z HARLOW (P5 air, i,Ir, ,Ir, air, COLE " III QE 9 Q .ilr, �ti F Q Vo Existing Pier At, i1r �Ir, off' G N L N License No. 57J r PPPo�yr AllL1MlT OF 60' WIDE CHANNEL Exist. Deck E/.=5.9' �Ir (FROM "PROPOSED DREDGE AND X NOURISHMENT AREA A 7- EAST BA Y, & THE 2.0 air, CEN TER KLE RIDER IN BARNSTABLE" MASSACHUSETTS; PREPARED BY 3 SULLIVAN ENGINEERING, INC. DA TED OCT. ,sir, I, rn o+ 24, 2000.) .P. 07 0.6 N. ; ' Z 12" Dia. Pile 0 l -• � T -10 co ��':• o � —2.8 (2) Existing ✓et Ski Lifts • �• X Mini Mog - Persona/ Watercraft Lift �-3,7 (3' x 6' - Bolted To Pile) - •6 <� —J.5 � O x 5.0 RELOCATE 5 / X Existing 2.5' x 16' Aluminum Romp -42 �X 4.5 -7..0 00000 RELOCATE X ,r�1 • (2) 12" PILE y,-- �r� X ,5 X-7 J X —4'8 11 Scale:1"= 20 —2.-T _ x e —3 0 —3.4X X f-4 4 PROPOSED �`�O • 0 10 20' -J 3X i 8' X 25' i FLOAT/ —J.SX Existing 8' x 16' Float-----i PROPOSED -6'9 00000 �� Q, TO BE REMOVED 12" PILE Vp • �++ (TYP OF 2) X 6.9 / v X X /-6.1 x —6.6 DATE: AUG. 30, 2004 SHEET 2 OF 3 A M;. WSON ASSOC., INC. JOB NO. 2.1282.0 ELEVATIONS ARE BASED ON M.L.W. i D Q D i r D O C Z D CA � O N 0 N I n0 I _ � Z i n C (2) Existing Jet Ski Lifts O 112' (4"W PILE SUPPORTED WITH HANDRAIL) "Mini Mag — Personal Watercraft Lift" co Z = (3' x 6' — Bolted To Pile) RELOCATED O M ---EXISTING 3' WIDE x 176 LONG FIXED PIER 16' x 2.5' ALUMINUM RAMP —{ / - WITH HAND RAILS PROPOSED (A!`� ` 64' (EXISTING 12" PILE SUPPORTED) 12" PILE (2) co 13' 8, o o V_ pmC �7n PROPOSED G-) f m m AI 8'x25' FLOAT (n m Cn D M.H.W. EL.=2.8' Z`��c�� r t Z m —� \ n 0 MARSH '\ �� RELOCATED M.L.W.MLW EL.=0.0' Q D p — -i rrn- % /,\ \\ (.2) 12" PILES �,? f z = < \ �\ Go 0 � � � D EXISTING SLOPE /� / �� \ �\ \ S3 _ 0 C-) O —{ Cn TYPICAL PIER PROFILE Cu ��Y� OF MAS,p Scale:1"= 10' ZZ ri D �p ROBERT A. 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