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0112 CROCKERS NECK ROAD
r`� ate �- Town of Barnstable Building Department - 200 Main Street BARNSTABLE, *MASS. Hyannis, MA 02601 9 � ' q, 1639. , (508) 862-4038 . RFD M0�► A - Certificate of Occupancy' Application Number: 85156 CO Number: 20060142 Parcel ID: 019051 CO Issue Date: 11109/06 Location: 112 CROCKERS NECK ROAD Zoning Classification: RESIDENCE F DISTRICT Proposed Use: RESIDENTIAL Village: COTUIT Gen Contractor: VAUGHN, JOSEPH Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed J TOWN OF BARNSTABL,E" BUILDING PERMIT PARCEL ID 019 051 GEOBASE ID 645 ADDRESS 112 CR.00KERS NECK ROAD PHONE COTUIT ZIP - LOT BLOCK LOT SIZE' - DBA DEVELOPMENT DISTRICT CT PERMIT 86.11.56 DESCRIPTION ADD 2ND FL TO RXISTING}NEW MBDRM W/BATH,STt, PERMIT WPE BR.EMOD TITLE RESIDENTIAL ALT/CONV CONTRACTORS: VAUGHN, JOSEPH Department of ARCHITECTS: Regulatory Services TOTAL FEES: $557,65 BOND $.00 pf CONSTRUCTION COSTS, $109, 184.00 434 RE SID ADD/ALT/CONY 1 PRIVATE 71-20-@111a8MWffrBi.E, f MASS. 03 I BUILDING DIVISION BY DATE ISSUED 06/29/2005 EXPIRATION DATE V�K JV W I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS /oz,27 - 2 'z Al4= 0 2 0--'2> P 3 1 _ HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT r 2 �: _` -O Ip BOARD OF HEALTH OTHER: tA� SITE PLAN REVIEW APPROVAL 10 WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. it BUILDI .NG ' PERMIT F `IN f J TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map', 1 cl Parcel`j I Permit# $ S1.S� Head�`Division � �7 0 Date Issued IZ9105 Conse',�tation Division Fee Tax Collector , Application Fee Treasurer Planning Dept. Check ��j�SEpMc SYSTEM OF BEDROOMS Date Definitive Plan Approved by Planning Boardlpli� .- ..- Historic-OKH Preservation/Hyannis S y y-e,, Project Street Address H Cgwc.icEreS Heuc 12A Village Owner Fe f_y ! ,e,9 b wt l r' Address i 3 H�° l+ Lti►� �� Telephone !�7_f/ -3 3 7- 60 Permit Request S o I old � i7l�s sc Square feet: 1st floor: existing ` ' proposed 2nd floor: existing proposed 1 Z Total new c) IZ Valuation Zoning District Flood Plain, Groundwater Overlay Construction Type Wbod Ggwv Lot Size �.SCE ' Grandfathered: ❑Yes ❑No If yes, attach supporting ocumertAtion.f4 Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) _ r\3,w Age of Existing Structure I b Historic House: ❑Yes *No On Old King's � way: ❑Ye No Basement Type: ❑Full �f Crawl ❑Walkout ❑OtherCn Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing dP- new Half: existing new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing Co new cka i ' First Floor Room Count Heat Type and Fuel: 9 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes P(No Fireplaces: Existing- _ New i7 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-- jl No- —If yes,•site=plan review Current Use Proposed Use BUILDER INFORMATION Name \50509 H u Ay& t-)' Telephone Number 50SS q 19 3 9 3 -Z- Address S14 C-gek-r 01 License# 16 R OV w I C cH , 1`1 L7��6 3 Home Improvement Contractor# 10 b S'1:3 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE y DATE Ai FOR OFFICIAL USE ONLY PERMIT NOS`` DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 5 OVI o /D-q--o S^A& FRAME INSULATION 610pp FIREPLACE l ELECTRICAL: ROUGH FINAL s PLUMBING: ROUGH rn FINAL GAS: ROUGH 1 FINAL 1. FINAL BUILDINGg�l 4 n N DATE CLOSED OUT u ts ASSOCIATION PLAN NO. C3 (U , i —= �= The Commonwealth o Massachusetts Department of Industrial Accidents j Office of Investigations ; 600 Washington Street, ;`h Floor Boston,Mass. 02111 jay jam^ Workers'Com ensationj))}hn�gs�yurance Affidavit:Building,/Plumbing/Electrical _in /Plumbing/YElectriical Contractors '���4-!L ''��� t�i � y�fl��^,W.•:o �1 ' ��e " '�i "��^�.'F.� �w R�,> 3���,P� ��if �[q. - - name: V,`r�05629914 SIC V�t�i ' / h6? address: 3 `f y'i[�GA /f/C L fzn city SAID RUJ'C-t state:* / , zip S mil' phone# �—V work site location(full address): 112 b4616EXY 1Ye-4 (. oA)1f ❑ I am a homeowner performing all work myself. Project Type: ❑New Construction 04Remodel ❑ I am a sole proprietor and have no one workin in an ca acity. [�Buildin Addition 4 °M e.,�. e. qg i ,sRfs D•,i,•: l�l�;•i' ::b;ii'S. •i;u •4:Sn:.:_. t' ''i'£?.`r:;r'r' 'Ar .�. 7 '�'ri+`f'j"^'h,q*;4r } Y+. .: z r,. dr*,yz3rofg'�dia. F!?k �..�4r,"."7A ,cR r rc. ,,w. r;u: a.,;' xw" x�6- ❑ I am an employer providing workers'compensation for my employees working on this job. company name: address:' city - phone#• insurance co. 1DOUCY# i8.' :ICa•�"7a"c6a��C.+7L.�`s,�++idi�vl�iZ:'�':s$tu,3a:54:�`�.'v`:';%.`S'&Cti .^. ate`:.,.'- - w.. .^ti;n,ti"ri:�, t.c:::u...:�t;;•.•:..;.:+tsi��?�.3$':f:'h'�aa�:t I am a sole proprietor era contract r homeowner(circle one) and have hired the contractors listed below who have the following workers' compensa on pfolices: s✓companvname: 1 'IFl1�:-FfJ I-�-tLE;UILb4�IZS 1tjC address J 647GAT I't•I u- • '2-7 city: .1;ew 9W tC_1F f h 0 Z;S t*02 phone#: 5W Lf L9 3Y 7 fL" i1.5 �.IA131� -7015' � CL I M 'Z� insurance co. C=a- A 49 4 policv# W6 ��d 37A:.�!5.F•rQ ,r�2!i .,�a.a�i.xF.i w: '.li'+'._:> yp;r ,'t,> ? ,.^ h. ,.� .,.rC ,.c'+ r.r:r�..+} .§•,a^ -y...•+,•a.., ..>.. .�.r. :.. v.+•.ri7r..1'�.A't:,�C:3,.,....`",h.,,�; ,'ic •• :'••. r:,: -:r: .r 'company name: address: c city: - phone#: insurance co. policy# 443.�,,,li �di;i„8 � C.t+ B•cefw6`,a.,,- o,°vtl4. `K•i�.. a>tr L7Cb 9;.'>. .� rn: �,.r.. .� x.,; -•r �sbt�,n':�'�t��.�'1•�i`li „�,�,?i�'i's ,:•s'f��^ �i' �;�" '`�� • Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition or criminal penalties of a fine up to S100.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine or S100.00 a day against me. I understand that a- copy of this statement maybe forwarded to the Office of investigations of the DIA for coverage verification. ' I do hereby certi der the pains and penalties of perjury that the information provided above is true and correct. Signature Date Print name Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑check if immediate response is required [:]Licensing Board 0—Selectmen's--Office- contact person: phone#; - ❑Health Department ❑Other (revised Sept.2003) Information and Instructions Massachusetts General Laws chapter 1:52 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. . 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 section 25 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, 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. ''.>�, ,d ;> .*�r'�F�s��! fR,. �'' vc". ,•�� atv�.�•r`:�` a,i"rf�.,*�:_ e• �..: z i �.,::.•,�..:. t .• x " :E•�'•'u�a.,rpL _.�u! •� i..,.at '4i'•c5 °.4�.f'1''•• ats''d"ci.''t'•..i1 'dw:;.fy!iiii`is :, :ciir'?�71;�i3?'�„i+.a�iry.:1:� iz'K Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name,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. rpp � � ,tr�gy., Aky •pry+ ,,: 1:� F-.*+fe.• ��::;+.`t. 5�.�.ki. 'ra.::�.o q*":. !';;c•» ' rs A' .'f> >� 4• :ai•:" j�l,•..T'�'al�Y t' �,t.. ��•E M� .4i;j., .$:F".p. •>T�,}F�'.,. ., >'�' ;i � ,� 'ti:la. ?"«- ,� ;� ?i. c.'+8 �'::``�r;.������'. �..�:: •i s+•. ;:a'":. ''>> ar .ti,�> '? a'd�9.° r ) �';w' � �";4.T.t�. ����"��i,. � "+a•..:"�;r.�,. _�.."r^F"'?,?.: :N;°4.'�.'.'�:z"'.�!.::cr;:1'.�r::�"•s@.I..a:1.v;ht+,.:6'.y, ��? c• 'A 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 be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department 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. .:y f-y. y iP :.i. }> »r+r - ::i7k. s Y4t' Cr' .:'s :ly5t+�.>YSrN:ri .�... r: s�ts�• .,..,% '6yi.''i v � {: 8".4'''''d'`ru. .S):.� •�dt .:i� '� f f}.• + $'�q„ _y :' �:..:P!`�y°i''"•r'' fix` �. �v.'wt„'.i s. asR ! +;F+ 7"`:?�f".9' r'>i�.E• "T%�' k�` '�.:•�, :.x.•t:i,'�j.;�'iw rP 7b WC,i''P' t' �w:� ,�;' ,f'f"� �.✓nk• $r.'�'3'.LA" .in N'C �."'� �:!'....et: •0 �}'4•��•dX i}n�` @P.`�YE;4>ri.`:n:�!rJ'.M".{Y-�:�. \,S i••�A•W fir, ?i,`+"�z(>+..�-a r.' ''&' •aK7sxro;ti+r�' '�,.�a•.�# °`5��'_a' k!wwltr .fc '�o-_��;•„w,...4,��, �43. tcx �+ The Department's address,telephone and fax number: The Commonwealth Of Mass sachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street,7th Floor Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617)727-4900 ext.406 . f �FSHE ram, Town of Barnstable r Regulatory Services &UMg Y vLZ M� � Thomas F.Geiler,Director 039. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.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 exceptions,along with other . requirements. Type of Work: Estimated Cost 15y, 0" ' Address of Work: /12- (;. )F�a C e,-45• oil E.e K IZ�y Z (�61 %U0�- Owner's Name: P�14e_ ,�,r, Date of Application: 7 `o S. _7 I hereby certify that: r Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner/:. �d�u,GLc— D to Con actor Name Registration No. . OR . Date Owner's Name s Q:forms:homeaffidav i, RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= sS x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE 3 3 T square feet x$64/sq.foot= (03Z— x.0041= $ plus from below(if applicable) GARAGES(attached&detached) 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 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= Oq($K STAND ALONE PERMITS Open Porch �_x$30.00= 30, 00 (number) Deck =�x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 of � Town of Barnstable Regulatory Services . ssres�, Thomas F.Geiler,Director ass. g 163 •e Building Division QED M1A'�p • Tom?erry, Building Commissioner 200 Main street, $yannis,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 ABuilder as Owner of the subject property . to-act on mybehalf; hereby authorize in all matters rely' to work authorized this building pemut application for: in X matters rela:* Address of Jo ) �y Signature of r Date Print Name _�e -Cam veq"_ 0/ Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration Registration: 100513 Type: Private Corporation Expiration: 6/19/2006 VAUGHN HOMEBUILDERS, INC.. Joseph Vaughn _ 34 GREAT HILL RD. SANDWICH, MA 02563 Update Address and return card.Mark reason for change. (� Address Renewal (-] Employment Lost Card ' ✓lie�anvnw,zu�ealf/ o�✓L�aaaac�auae�ta 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: 9 Board of Building Regulations and Standards Registration: 100513 One Ashburton Place Rut 1301 Expiration:-6/19/2006 Boston,Ma.02108 Type: Private Corporation VAUGHN HOMEBUILDERS, INC-. Joseph Vaughn 34 GREAT HILL Rb.- SANDWICH,MA 02563 Administrator d&of valid without sig ture If BOARD OF BUILDING REGULATIONS 6icenss CONSTRUCTION SUPERVISOR f : Numbew CS 046236 Blrti 'a6 tAr943 1 Tr.no: 8487.0 Rea iiMFE JOSEPH C VAU1C;' 34 GREAT HILL RD SANDWICH. MA 02563- Canm ssInner 1 Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version 3.4 Release 1 Data filename: Sentimelli.mck TITLE:Residential renovation and 2nd floor addition CITY:Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached BEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 05/19/05 DATE OF PLANS: 05/19/2005 PROJECT INFORMATION: Peter Sentimelli 112 Crockers Neck rd. Cotuit,Ma 02635 COMPANY INFORMATION: Kenneth Sadler Assocites P.O.Box 1149 Hyannis,Ma 02601 508.790.39.22 CS#039020 NOTES: Calculations are for addition only COMPLIANCE: Passes Maximum UA= 151 Your Home= 106 29.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 630 38.0 0.0 19 Ceiling 2: Cathedral Ceiling(no attic) 405 30.0 0.0 14 Skylight 1:Wood Frame:Double Pane with Low-E 6 0.380 2 Wall 1:Wood Frame, 16"o.c. 255 21.0 0.0 14 Window 1:Wood Frame:Double Pane with Low-E 17 0.320 5 Wall 2:Wood Frame, 16"o.c. 247 21.0 0.0 14 Window 2:Wood Frame:Double Pane with Low-E 6 0.300 2 Wall 3:Wood Frame, 16"o.c. 232 21.0 0.0 12 Window 3:Wood Frame:Double Pane with Low-E 16 0.320 5 Wall 4: Wood Frame, 16"o.c. 275 21.0 0.0 15 Window 4: Metal Frame:Double Pane with Low-E 13 0.320 4 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 MECcheck Version 3.4 Release 1 and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. �p Builder/Designer Date J i MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.4 Release 1 DATE: 05/19/05 TITLE:Residential renovation and 2nd floor addition Bldg. I Dept. I Use I I Ceilings: [ ] 1 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-38.0 cavity insulation I Comments: [ ] 1 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation I Comments: I I Above-Grade Walls: [ ) 1 1. Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation I Comments: [ ] 1 2. Wall 2: Wood Frame, 16"o.c.,R-21.0 cavity insulation I Comments: [ ] 1 3. Wall 3: Wood Frame, 16"o.c.,R-21.0 cavity insulation I Comments: [ ] 1 4. Wall 4: Wood Frame, 16"o.c.,R-21.0 cavity insulation I Comments: I I Skylights: [ ] 1 1. Skylight 1:Wood Frame:Double Pane with Low-E,U-factor: 0.380 1 For skylights without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes [ ]No I Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures. I shall meet one of the following requirements: I I. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture I and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 1 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 I L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Ducts shall,be insulated per Table J4.4.7.1. a I Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside I conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed I using mastic and fibrous backing tape installed according to the manufacturer's installation I instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I I Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to I partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as I specified in Sections 780CMR 1310 and J4.4. I I Circulating Hot Rater Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% 1 of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120°F or chilled fluids below 55 T must be insulated to the I levels in Table 2. i Table]: Minimum .Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts 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 2"Runouts 1"and Less 1.25"to 2" 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) BOiSE" BC CALCO 2003 DESIGN REPORT - US Monday,June 27,2005 12:40 Double 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP File Name: J Vaughn_Settimelli.BCC: FB01 Job Name: 'Peter Settimelli Description: BEAM#1 Addregs: - 112 Crocker Neck Road Specifier: City,State,Zip:Cotuit, MA Designer: Joe Madera Customer: JOE VAUGHN Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 2IV 1 Standard Load-.40 psf 110 psf Tributary 08-03-00 �/� �.1�� 3i,: � r `s' � ^�' ✓a i ,dam a, BO 61 3527 Ibs LL 3527 Ibs LL 1416 Ibs DL 1416 Ibs DL Total Horizontal Length-09-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 09-06-00 Live 40 psf 08-03-00 100% Member Type: Floor Beam Dead 10 psf 08-03-00 90% Number of Spans: 1 1 Unf.Area Left 00-00-00 09-06-00 Live 20 psf 08-03-00 100% Left Cantilever: No Dead 10 psf 08-03-00 90% Right Cantilever: No 2 Unf.Area Left 00-00-00 09-06-00 Live 30 psf 08-03-00 115% Slope: 0/12 Dead 15 psf 08-03-00 90% Tributary:. 08-03-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 11739 ft-Ibs 73.1% 115% 3 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 4119 Ibs 55.7% 115% 3 1 -Left Dead Load: 10 psf Total Load Defl. U299(0.381") 80.3% 3 1 Partition Load: 0 psf Live Load Defl. U419(0.272") 85.9% 3 1 Duration: 100 Max Defl. 0.381" 38.1% 3 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-5/8". particular application. The output Minimum bearing length for 61 is 1-5/8". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call a=2„ b d (800)232-0788 before beginning b=3" product installation. c=2-3/4" 8 BC CALCO, BC FRAMER@, BCI@, d=12" i • BC RIM BOARDTm, BC OSB RIM T BOARD-, BOISE GLULAM-, C VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUSO, VERSA-STRANDTM', • • VERSA-STUDO,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 noises BC CALC® 2003 DESIGN REPORT - US Monday,June 27,2005 12:40 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP ' File Name: J Vaughn_Settimelli.BCC: FB02 Job Name: 'Peter Settimelli Description: BEAM#2 Address: - 112 Crocker Neck Road Specifier: City,State,Zip:Cotuit, MA Designer: Joe Madera Customer: JOE VAUGHN Company: Shepley Wood Products Code reports; ICBO 5512, NER 629 Misa 1 Standard Load-40 psf 110 psf Tributary 09-00-00 .,._ �,ef ri3�r ,.,rna,t'f/�,�rx�„6rsi�'��,� ,.., �y," .,,✓„ �:_. ... ., :: •• ..,�. a.;y� � ri��.�'• ?tt. . BO 131 1080 Ibs LL 1080 Ibs LL 319 Ibs DL 319 Ibs DL Total Horizontal Length-04-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 04-00-00 Live 40 psf 09-00-00 100% Member Type: Floor Beam Dead 10 psf 09-00-00 90% Number of Spans: 1 1 Unf.Area Left 00-00-00 04-00-00 Live 30 psf 06-00-00 100% Left Cantilever: No Dead 10 psf 06-00-00 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 09-00-00 Moment 1399 ft-Ibs 10.0% 100% 2 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% End Shear 845 Ibs 13.1% 100% 2 1 -Left Total Load Defl. L/5960(0.008") 4.0% 2 1 Live Load: 40 psf Live Load Defl. U7718(0.006") 4.7% 2 1 Dead Load: 10 psf Max Defl. 0.008" 0.8% 2 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for 131 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Consult project design professional of record or BOISE technical representative for connection design and analysis methods. Installation Member has no side loads. of BOISE engineered wood products must be in accordance Connectors are: 16d Sinker Nails with the current Installation Guide and the applicable building codes. a=2„ d To obtain an Installation Guide or if b=3„ b you have any questions,please call c=2-3/4" a (800)232-0788 before beginning d=12" • product installation. BC CALC®, BC FRAMER®, BCIO, C BC RIM BOARD- BC OSB RIM BOARDT"' BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND'rm, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOiSEry BC CALC®2003 DESIGN REPORT - US Monday,June 27,2005 12:40 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: J Vaughn_Settimelli.BCC: F1303 Job Name: Peter Settimelli Description: BEAM#3 Address: 112 Crocker Neck Road Specifier: City,State,Zip:Cotuit, MA Designer: Joe Madera Customer: JOE VAUGHN Company: Shepley Wood Products Code reports; ICBO 5512, NER 629 Misc: Standard Load-40 psf 110 psf Tributary 08-03-00 BO B1 1072 Ibs LL 1072 Ibs LL 299 Ibs DL 299 Ibs DL Total Horizontal Length-06-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 06-06-00 Live 40 psf 08-03-00 100% Member Type: Floor Beam Dead 10 psf 08-03-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2228 ft-Ibs 16.0% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% Tributary: 08-03-00 End Shear 1037 Ibs 16.1% 100% 2 1 -Left Total Load Defl. U2302(0.034") 10.4% 2 1 Live Load Defl. U2943(0.027") 12.2% 2 1 Live Load: 40 psf Max Defl. 0.034" 3.4% 2 1 Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 131 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are: 16d Sinker Nails of BOISE engineered wood products must be in accordance a=2„ b d with the current Installation Guide b=3" and the applicable building codes. c=2-3/4" a To obtain an Installation Guide or if d=12" • you have any questions,please call(800)232-0788 before beginning T product installation. C BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD rm, BC OSB RIM • � BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND'rm, VERSA-STUD®,ALLJOISTO and AJS7m are trademarks of Boise Cascade Corporation. Page 1 of 1 nois - BC CALC® 2003 DESIGN REPORT - US Monday,June 27,2005 12:40 Single 9 1/2" AJSTm 25 MSR File Name: J Vaughn_Settimelli.BCC:J01 Job Name: Peter Settimelli Description:JOIST#J01 Addresb: 112 Crocker Neck Road Specifier: City,State,Zip:Cotuit,MA Designer: Joe Madera Customer: JOE VAUGHN Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psf 110 psf OC Spacing 16" 06-00-00 18-00-00 BO, 1-1/2" B1,3-1/2" B2, 1-1/2" 150 Ibs LL 1013 Ibs LL 390 Ibs LL -30 Ibs DL 253 Ibs DL 97 Ibs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 24-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2100 ft-Ibs 43.6% 100% 2 2-Left Slope: 0/12 Neg. Moment -2100 ft-Ibs 43.6% 100% 2 1 -Right OC Spacing: 16" End Reaction 487 Ibs 42.5% 100% 5 2-Right Repetitive: Yes Int. Reaction 1267 Ibs 43.2% 100% 2 2-Left Construction Type:Glued Cont.Shear 717 Ibs 61.8% 100% 2 2-Left Uplift 300 Ibs n/a 5 1 -Left Live Load: 40 psf Total Load Defl. U770(0.281") 31.2% 5 2 Dead Load: 10 psf Live Load Defl. U957(0.226") 50.2% 5 2 Partition Load: 0 psf Total Neg. Defl. -0.041" 8.2% 5 1 Duration: 100 Max Defl. 0.281" 28.1% 5 2 Disclosure Span/Depth 22.7 n/a 2 The completeness and accuracy of Cautions the input must be verified by anyone Uplift of 300 Ibs found at span 1 -Left. who would rely on the output as evidence of suitability for a Notes particular application. The output Design meets Code minimum(U240)Total load deflection criteria. above is based upon building Design meets User specified(U480)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria. and analysis methods. Installation Minimum bearing length for BO is 1-1/2". of BOISE engineered wood Minimum bearing length for 131 is 3-1/2 products must be in accordance Minimum bearing length for B2 is 1-1/2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-,BC OSB RIM BOARD-, BOISE GLULAMTOA, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 noisw BC CALCO 2003 DESIGN REPORT - US Monday,June 27,2005 12:40 FJ ' Single 9 1/2" AJSTm 25 MSR File Name: J Vaughn_Settimelli.BCC:J02 Job Name: Peter Settimelli Description:JOIST#J02 Address: 112 Crocker Neck Road Specifier: City,State,Zip:Cotuit, MA Designer: Joe Madera Customer: JOE VAUGHN Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-,'40 psf 110 psf OC Spacing 16" fin: ,,,i & .7 i. ,a .,,c a-- BO, 1-1/2" B1, 1-1/2" 453 Ibs LL 453 Ibs LL 113 Ibs DL 113 Ibs DL Total Horizontal Length-17-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 17-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2408 ft-Ibs 50.0% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% OC Spacing: 16" End Reaction 567 Ibs 49.5% 100% 2 1 -Left Repetitive: Yes Total Load Defl. U510(0.4") 47.1% 2 1 Construction Type:Glued Live Load Defl. U637(0.32"). 75.3% 2 1 Max Defl. 0.4" 40.0% 2 1 Live Load: 40 psf Span/Depth 21.5 n/a 1 Dead Load: 10 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOiSETM BC CALCO 2003 DESIGN REPORT - US Monday,June 27,2005 12:40 Single 9 1/2" AJST"' 25 MSR File Name: J Vaughn_Settimelli.BCC:J03 Job Name: 'Peter Settimelli Description:JOIST#J03 Address: 112 Crocker Neck Road Specifier: City,State,Zip:Cotuit, MA Designer: Joe Madera Customer: JOE VAUGHN Company: Shepley Wood Products Code reports; ISR-1144 Misc: Standard Load-40 psf 110 psf OC Spacing 16" AL 18-00-00 12-00-00 24 BO, 1-1/2" B1,3-1/2" B2, 1-1/2" 408 Ibs LL 1033 Ibs LL 288 Ibs LL 97 Ibs DL 258 Ibs DL 45 Ibs DL Total Horizontal Length-30-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 30-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2100 ft-Ibs 43.6% 100% 2 2-Left Slope: 0/12 Neg.Moment -2100 ft-Ibs 43.6% 100% 2 1 -Right OC Spacing: 16" End Reaction 505 Ibs 44.1% 100% 4 1 -Left Repetitive: Yes Int. Reaction 1292 Ibs 44.1% 100% 2 1 -Right Construction Type:Glued Cont.Shear 717 Ibs 61.8% 100% 2 1 -Right Uplift 63 Ibs n/a 4 2-Right Live Load: 40 psf Total Load Defl. L/688(0.314") 34.9% 4 1 Dead Load: 10 psf Live Load Defl. L/833(0.259") 57.6% 4 1 Partition Load: 0 psf Total Neg. Defl. -0.077" 15.3% 4 2 Duration: 100 Max Defl. 0.314" 31.4% 4 1 Disclosure Span/Depth 22.7 n/a 1 The completeness and accuracy of Cautions the input must be verified by anyone Uplift of 63 Ibs found at span 2-Right. who would rely on the output as evidence of suitability for a Notes particular application. The output Design meets Code minimum(L/240)Total load deflection criteria. above is based upon building Design meets User specified(L/480)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria. and analysis methods. Installation Minimum bearing length for BO is 1-1/2". of BOISE engineered wood Minimum bearing length for 61 is 3-1/2". products must be in accordance Minimum bearing length for B2 is 1-1/2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCI@, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUSO, VERSA-STRANDTm, VERSA-STUD@,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Bois ' BC CALC®2003 DESIGN REPORT - US Monday,June 27,2005 12:40 • TM Single 9 1/2 AJS 2 g 5 MSR File Name: J Vaughn_Settimelli.BCC.J04 Job Name: 'Peter Settimelli Description:JOIST#JO4 Address: • 112 Crocker Neck Road Specifier: City,State,Zip:Cotuit, MA Designer: Joe Madera Customer: JOE VAUGHN Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psf 110 psf OC Spacing 16" / / �i / day ,,.< ,, ..i ' Ak BO, 1-1/2" 61, 1-1/2" 480 Ibs LL 480 Ibs LL 120 Ibs DL 120 Ibs DL Total Horizontal Length-18-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 18-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2700 ft-Ibs 56.1% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% OC Spacing: 16" End Reaction 600 Ibs 52.4% 100% 2 . 1 -Right Repetitive: Yes Total Load Defl. U435(0.497") 55.2% 2 1 Construction Type:Glued Live Load Defl. U543(0.398") 88.4% 2 1 Max Defl. 0.497" 49.7% 2 1 Live Load: 40 psf Span/Depth 22.7 n/a 1 Dead Load: 10 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary'(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call " (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARDTm, BOISE GLULAMTm VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDT"' VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 pFSSSHi�YEf°w The Town of Barnstable RARASS- E. MASS. ' Department of Health Safety and Environmental Services 059 plFO MPS A Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection c Al-r( 0 Location j 2- OA c Kc-&s bra- ` f\ Permit Number Owner Builder �/�4-Ge ls�ftil One notice to remain on job site,one notice on file in Building Department. The following items need correcting: s n --,Liu SGe L q �/6� V o�2 c y (e qo 3 3 , Please call: 508-862-4for re-inspection. Inspected by Date f i� ;' �• 4. i`_ y/ .w�=' OFtHEip,,� The Town of Barnstable '• BARNSTABLE. Department of Health Safety and Environmental Services Ti MASS. 0 a f639• �0 piFDMA'�p Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection rrt^A. Location )Z C e�k tom+ Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: DPen A-rT4Y,,,ns D,P- 52a le • z , , �t,, 66, VcAS � �Crk,jna`t� �.t re c'C-�V Gt��Srdt 3 ,1 ` h�to r r',C4 r'e C)N�s A e e j 2 Lu�e� C' e,,� �i h c ' o, AS l a`t�.. [< I J N La4m I su o,0 8rT et-W - - AA --C 6, ' o,s� 6,ifr bear►h Ch�lm-t-r AM eya�uA rbcs sys'Kvw a�� ��t Wa�i See- j2�erZ'T u �rn I (� I � I Gih C�{rz,s,3,t GrDIJ `I reface `� )�S��ate DPr co �� DVS I�1A1�1IsL���7LC1Cl 7 t , L'103pq Please call: 508-862-*)5tfor re-inspection. Inspected by Date 3) 1?�0(0 4 Daniel E. Braman, P.E. 189 Harbor Point Rd. V t-C - Cummaquid, MA 02637-0367 �2os��T: "Coc�Co rl ('t'�4� 83 6 y cs12 5 S-CV-UQI'Tu fit. E;v t tew n r- IL V A L c..G ��F�T�fLS �►N O Vj V..3 o©w c-> t t-. c; Co t-dA.0t"Ct. Q.c>or- 'D.L_z to b�*Q.� L -L a2S ps� d '2 x t2 113 15.9 �G! is .9 ►z... tca. OF DAME E. 4r�� • S P A.►.S uc rA ' T � ;Q-"I , ro 1 3 �2-� Pdl. ,�.G•.�c. 5t G ot� t A G.7) O a ct G^I, 20© x 5 C .Z tY13 _ I�t55 S Z - 2 4 V2, tS T-cca- 'P,oZt-1, V V 1 tJ c.-A-s rs tiN CZ.E v Art.L F,"f H sa'Cs C c-> 'EcT W cT T� ti3 ..1 11 O ,r-------- ------------ 1 11 ,, 1) - 1 - / j � 1 1 1 , � 1 i � 1 , 1 1 - " I<f N to n , n , I u , n 1 N 1 i N � 1 u 1 1 � • N _ 1 > _ 1 1 1 1 1 1 1 1 � rl ii i 1 � 1 1 , , 1 1 1 1 , 1 �FTHElO ��Qy ♦� TOWN OF BARNSTABLE ii . i 89HBSTeDLS, i NMI BUILDING INSPECTOR �'0 MPY p'• APPLICATION FOR PERMIT TO .... ! .... :........ .....:.` ..... ' L.........:. TYPE OF CONSTRUCTION ......... �: :--:.. ' ... :x `�' .. ....................................... ......................... 4 • S T TO THE INSPECTOR OF BUILDINGS: a The undersigned hereby applies for a permit according to the following information: Location ..... ' .....(`5 .................00.. .: ................................................................................ Proposed Use ....` Vg Y�.....y.'t.a:t..4.kart l .: 4.�^ .�..... ................................................................................................. . Zoning District ......., .. .... ::......................................Fire District ...e�99..1 '. Fa�.......................................... ... Name of Owner S..AN.Fgy. x)... ............Address.51..1?A.4 W.N.l,&!;�A. ..... LA Nameof Builder ....... ..... ...............................Address .............:. ...........................,....................................... LAI IA Nameof Architect ..............................................:....:.............Address .................................................................................... Number of Rooms CO.& Foundation ..... .....`e—...kY.f.e'r4.a.................... Exlerior ....... .8.qD........................................................Roofing ....... .) ....P. .................................................. Floors ........w. Q.. ........................................................Interior ......... .�.�� .............................. Heating ..... .L.................................................................Plumbing .......... ...... ....... ........ ................ Fireplace ..... L�' ....................................................Approximate Cos .. .:..— ' P. .. .... Definitive Plan Approved by Planning Board --------------------- 19________. Diagram of Lot and Building with Dimensions ' SUBJECT TO APPROVAL OF BOARD OF HEALTH SEPTIC SYSTEM MUST 3 INSTALLED IN COMPLIANCE WITH ARTICLE 11 STATE 3 SANITARY CODE AND TOWN REGULATIONS. ,— - - _ y, I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... Wilding, Sanford No ....15977 Permit for ...... dd S1111@ family dwelling . .................................................. .. .....:.................. 2 Crocker Neck Road Location f Cotuit - ............................................................................... y , Sanford Wiidi Owner .........................................klcU%................. _ Type of Construction frame - ................................. ` ................................................................................ Plot ............................ Lot ................................ n - Permit Granted ..........&rch..1.3............19 73 - Date of Inspection ............ ..... .................19 - J Date Completed ../. . . .......19 PERMIT REFUSED ` . •-.f . - `� ................................................................ 19 ................................................................................ '� ' •'f Ao ................................................... ........................ _ Y ....................................................................... ..................................................................... Approved ................................................. 19 r ............................................................................... ..................... ......................................................... t Mice(Ist 76MOMIJ0. Parcel d !�T 1Y/IPccermit# 7b 33 Conservation Office(4th floor)(8:30-9:30/1:00-2:00) ;;e e IssuedBoard of Health(3rd floor)(8:15 -9:30/1:00-4:45)(6Cr<c , 2 Engineering Dept.(3rd floor) House#OF { t sC SYSTEM � 19 INSTA LLE®IN CO e r 1TH TITLE 5 TOWN OF BARNS ENTAL CODE AMb r ` WN .R Buildin PermitA licatior ��fl�L ' '�r°�Td{(�eyry WOL PP Proj ct Str et A ress Ile? e? Village f -Owner Address UU Telephone T ;2 51 - s/,(O Permit Request �- p� �ry- x First Floor square feet Second Floor square feet Estimated Project Cost $ d'y Zoning District Flood Plain Water-Protection Lot Size Grandfathered? Zoning Board of Appeals Authorization Recorded r' Current Use Proposed Use Construction Type Commercial Residential Dwelling Type: Single Family ✓ Two Family Multi;Family Age of Existing Structure /�� -t- Basement Type: Finished Historic House Afo Unfinished Old King's Highway 6 Number of Baths / No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel 1q- Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None a Sheds �/r Other Builder Information Name Telephone Number 6_3 Address /002) License# O�Z q 6 9 3 D a&,3 Home Improvement Contractor# /d15- Worker's Compensation# _ O C Q00O3 p0-O / NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATEZYII1411 BUILDING PERMIT NIED FOR THE FOLLOWING REASON(S) t FOR OFFICIAL USE ONLY P•RMIT NO. DATE ISSUED } e ' ~ P/.PARCEL NO. t ADDRESS VILLAGE OWNER } DATE OF INSPECTION: — FOUNDATION FRAME," —t7rf`4 INSULATION ,ti2, � 1 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: + ROUGH FINAL GAS: ROUGH; E FINAL FINAL BUILDING DATE CLOSED OUT :- � ASSOCIATION PLAN NO. ' ' HOME IMPROVEMENT CONTRACTOR ' ;Registration .110485. Type INDIVIDUAL :`.Ezpirataon 10/20/96 GkOVER.& McELHENY BUILDERS STEVEN.P. McELHENY ��,;, �ta➢0 BOX 1058/523 MAIN ST ADMINMPATOR 'COTUIT MA 02635 - . - • ''E`ii iCtE'� TG• _e - `-_ cEPART"ENT GF PIZ" S47E' fONSTfi'IfTT04 SUPS=7ISOR LICENSE v0 - None ICVCI es" - Ex ic : kEir,th__'.: ;, masonry only YVi I - fS O470- 09/23/1997 09/23,-!- 1 9 2 Fasily Fnr,es _ Restricted To: 1G STEVT-N P NCELNENY Failure toFosaesysaswrraat rli2e�..a�Yi PO FOX 202 ArasaeA air rrr2 `cJ.�='�:K!•� _ COTUIT, GA 0"t6?S Code to s.- :srreeocatior. of t7't t1r.r•7�A, • 7w The Town of Barnstable A& Department of Health Safety and Environmental Services Building Division � t 367 Main Street,Hyannis MA OM I Ralph Ctvssea Office:: 508-790�Z27 � Fa�c 508 775.3344 Building Commis For office use only i Permit no. Date AFFIDAVIT HOME IWROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 147A requires that the"reconsuuaron,alterations,renovation,m0r,mod=zation,conversion, improvement,.removal, demolition. or construction of an addition to nay pre•adsting owner occupied building containing at least one but not more than four dwelling units or to structures which are ad}a=t to such residence or building be done by registered contractors,with certain exceptions,along with other mquirements- Type of Work: AJ� �-Costj�"20 Address of Work: Oaner.Name: 611 Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work a rluded by law Job under SI,000 j Building not owner-occupied Owner palling awn permit Notice is hereby given that. ORS OWNERS PULLING THER OWN PERMIT OR DEALING WrMUNREGISTERm CONTRACT' FOR APPLICABLE HOME IMPROVEMENt' WORK DO NOT HAVE ARBMIATION 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. Dat Contracto name Registration No. OR n,.A Owner's name The Common"ealth of Atassachusctt-s Department of Industrial Accidents N Olnceol/ayest/gatloas •. �.;#' ' r•:��'bb'ii 6111) 11 ashington Street =�;�� •�,; Bunton.Mass. 02111 Workers' Compensation Insurance AMdavit 4eaicant 1n`f6rm2tia- name• location- city phone# ❑ 1 am a homeowner performing all wort:myself. ❑ 1 am a sole proprietor and have no one working in any capacity am an employer providing workers' compensation for my employees working on this job. v cnm��•name: .. address . cih•: hone#: ' insurance co. ��Q(isy# ❑ 1 am a sole proprietor,general contractor,or homeowner(d dle one)and have hired the contractors listed below who have the following workers' compensation polices: comnam•name* address: :.. phone#r �inc!u��rn�nce cn_ y� "Oiler#. 6...r...fi.-- '~ _�.�.. � '... Kl1!i714.••.7►�16�3�!7!1I•�••�•����•-�+� i'7��7��� _ 7f7,••��• .. •-�-�•�:� com11FIV name: address: city_ • phone#: :Atiach additional'sheetiftieeessa_ ��.RY -•*�z -:•+'�-�+"�xa '�►_```• '"°�r�•" •• •'a Failure to secure coverage as required under Section 25A of MGL 152 can lad to the imposition of criminal petuddes of a fine up to$1.500.00 and/or one years'imprisonment as wcll as civil penalties in the form of a STOP WORK ORDER aad a fine of S100.00 a day against me. l ooderstand tbat n copy of this statement may be forwarded to the OMce of Investigations of the D1A for eorenge TMflestion. !do herebt'ccrti nr •r Me p an p nalties of perjury that the information pmided above is true and correct e- signature 0 ate ., " nt name official use oniv do not write in this area to be completed by city or town oflldal city or town: permit/license# riBuilding Department (31.1censing Board check if Immediate response is required QSeieetmen's Office C311altb Department .F contact person: phone#;. "Other Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide Nvorkers' compensation for their employees. As quoted from the"law",an empinvee is defined as every person in the service of another•under any contract of hire,express or implied, oral or written. An emplitrer is defined as an individual, partnership,association, corporation or other ..-pal entity, or any two or more o: 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 1.52 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business onto construct buildings in the commomvealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally 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 lrav been presented to the contracting authority. �..�wsr.,�.�.,�..�Rw..w.+•�.. i.rar. +. .. .y... i �.' Uyv:.,r:+6►:��'.�`h'ir r, iV� a.r .,. •�:�t 14'.1:� ,'.•. ul• .a•! .;"'. 1:' .�.. ..il 'M.r: .iir•... ��• .+' 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 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. ... ^�'!R7.w.n..O+•!7P - .r.; ayNo•ASit'i «? ... 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 be sure to fill in the permittlicense number which will be used as a reference number. The affidavits may be returned to the Department 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. ...•.a ..•.'�.. �•-see�:.wgir...•• lf• iw�•.« ..a-_t -:n�,: _ �...W. � _ .•.: •v.wr+.�+_}� - •. '+;,1!;...•...:::s.'. ... . . astir.• .e?..::ro.. 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) 7274900 ext. 406, 409 or 375 ------------------- y• C1 � '� �,� F kif`�,S� y X��r n�,��Syr s �Y �''$y�'-.�.: a �Y 4 Y ni 77 0 7 ' 1 1 1'`/ I 111 � EX- 90 14 Ln i I i { c ` b J,: trl• :St) 10 1)0 LLj r 1�z" 0000Rrfj 1� I I \ RW 59r5 RccyaLFb W.tPAcrBniA ?,v v/ 1 'NLi!p rr�Fp nn b13c,$ 8 e� A ••. lid„ — I��a ur14.o doo�t • I — .g — � :- �;ry�P�r,�r�' a7X�/ IX- .2XG oYr 7X/D �'�o�.�. �s �R•� /G 1 O i F y Assessor's 'map anot"'number .... ..�....�. . ...... .3 � ' SEPTIC SYSTEM' MUST ^"BE ._ 1 V Tf`91 r� Sewage Permit number ..-...-.. �+i.G..:oe 6i✓..n.. �...... INSTALLED LLED IN COMPLIANCE'"ra c > r S't�7��'�, r�� TN ANTIC;!E {IS I'A I E "�� TOWN , OF BARN�STABLEf:' � . i H9HB4TMILE M 131.1I1DING INSPECTOR- APPLICATION-FORS PERMIT TO .......................................1 .................................................. ................................ 4, T*PE OF CONSTRUCTION .....6.00.! �.. ...../.-l.2 A.M.6................ .............................:............................ ...... .19. TO THE INSPECTOR OF BUILDINGS: x The undersigned hereby applies for a permit according to the following information: Location .......Z .7........... IZez� ./ 1�.......!.`!.. .�r`.C.....1.�. .�..............:. l-ll ProposedUse .....-E..1.L Q01...................................................................................................................................... ZoningDistrict ........................................................................Fire District ......4. Q.7. ,1 ............:.................................. Name of Owner 7C�i2...... .......Address ... Name of Builder Rdl...S l2l/ I�LE..... C�..........Address ....11...1...... ..........�. �5 Nameof Architect ........................................................,.........Address .......................:............................................................ Number of Rooms ...:....�........................................................ ...J.Xz�a...CO T �-J.. .. ���aC/C 1. ............. Exterior .................. C...........Roofing ........... ........ .. ...............:............................... Floors ...... � .Interior ���7-1 C .. .. .... ......................................................... ................................................................................... Heating ........................................................................Plumbing ......`.-- .............................................:................... Fireplace .......Approximate Cost CT�6 ............................. :...............1......... Definitive Plan Approved by Planning Board -------------------_-----------19________, Area .......................................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH i . 1 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable rega ing the-abov construction. Name ................. .. .... . ............. ..... ^� ' / . Hurlburt, Peter 19443 add to 1frame dwelling ~ - ' '. Cotuit , ~ - _~ ' Peter Hurlburt Type ram-------. . . ^ . . . -------------------------- Rot —_------_. Lot _.��_�_______ ` _ . . ' . Jml^�—D8 ` ' PermitQr6n�d '---'' —__^ __. � )p �� ` Date of Inspection ..........................��—..�.]9 . ` Date Completed . ........................l9 PERMIT REFUSED .................................................. 19 '.---..---.—..�---.----~-------. /~ ~ ` �- ��. --/—.—.-.---.... .�---,.�-----.— `'------'--------'---^------'' , , - .------.--~---.—...-^—.—.—.----.. - � - .App�ov '' _---------.----' lg .of . . . ' ~ ` . ------_'--- ................:.............................. � ____,_______.________,.,,,,..._ . ^ . -7'� yam, --- a Assessor's mcp an " 'of number ................................ .....V Sewage Permit number -�'+.�...; � � ? �, ........... QyOFTMETO�y TOWN OF BARNSTABLE ., BAHHSTADLE,.i -;j "6 q ,�� BUILDING INSPECTOR ''r�o waY°'• ' APPLICATIOK FOR,PERMIT TO ..........�\.�.�, ` J................................................................................ }i TYPE OF CONSTRUCTION .....s ::C �i, t A. �l. .....................................................:................... ............. ................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according tof the following information: Location .......J ,C .........J....� C,G./�.C�c........ t`' .f� .....��Q �.1: ..................�/r s 't.. ......................:...... ` Proposed Use .....,....f-...:..!...f....... .1.......................................................................................................... .I......................... ZoningDistrict Fire District r /�ii ....................................................................... Name of Owner 7i` J�...... ..........Address ... c" 4F C. . ,e A 6; fCl ........... .... :.Name of Builder .% � ...:�?r'/G�//(/lr�E Q..........Address ....199 ..91C�Jz/ ,/ /_ .... �.......}/W/A-1 �S C_ Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .........Foundation :... .. �Or✓C r... l... .......� ................................. �.................... l . ,i7E......f.::.. ;1NA Z —S IJ/iticCf 5 Roofing Exterior ....................... - .......................................... ............... ................................................................. Floors ..� (,.................. ...........................................................Interior ......'.......................................................................... Heating ..Plumbing "-- ................................................................................ .................................................................................. Fireplace ` . Approximate Cost .........4......C..J...Z.........'...................................... . ! f Definitive Plan Approved by Planning Board ________________________________19________. Area .......................................... Diagram of Lot and Building with Dimensions g 9 Fee .............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 0 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name /t�' .� ../ f Gr'�% ^L `........ ,.. .. . r'. ` /4/, Bnrlbort, Pater A=19~52 ` 19443 add to frame ----_ .................................... � No .. Permit for . Idw. all1nu ' . -------------------------�— ' ~ ^/ � --- --l34 Czockez60ack Boad � i -- -------------------' ' � ���t���� . ------.. -----...--------. . � �/ ��� Borlb�r� � � �)w/ner --'�����----------------' ' ' ' . . . . , Type- of Construction ---- gAtpe''................ � ) --------------------------.. Plot ---------. Lot ----------' � . . � . . Jo1v %Q � 77 ' Permit Granted ----..��^------'lP { . . . � Dote of Inspection ------------lV ' ' ' . Dote Completed ------------..lP - . . ' ` ` ` ~ , PERMIT REFUSED — 19 . �~ . --..L [ ' . =-----.. ~ . , . ` ... . � .��^ --------. ` �' \ .�� ~'~ ^ ^ ' � . � ----.—...�—.--�.---`�--.-------.. . . � ' ' . ' Approved ................................................ YA . . � ^ ' --------------------------' � . � ------------------------.—.. . • . ' � � �a����a aka. f I lw IV i A 3 - -. �<•'if'Gic ,f`�••��SnnPk.�C"><"c.,i f '�. -frJ;s .''� � _ . filer` o7a' pd6r?. d' �. /. �°'�x^'a`+ fib^ «P�'.�e��� �.'.., , c°•L,�s� �:;'�,, w..,r • ._ mu a° �-S.r�d�'1.4°�^" tin` .. ,�--��, --1.z.- •,-�-.--'.--•`-'� ----�.--•"�---�..,-.�,,- �.r.�.-._.-i.�..++-�—....r.�..........�,-,.Yy� —,...�...v%....�-.s�..�^.-.-ems.. -•,r^.:..., � .r-�.r't- ram,.—r'._--^. Assessor's map and lot number Q L sl..... o'` �.frPTIC 6Y a E DNAPUANCE ` SewageW ad-I AtxPI- r II '— i Permit number ....�'!..to%, S4, ow,,-7� r �.. � R&GUTATON'S, Qy0F'THE T TOWN OF BARNSTA- -- BARISTSILE, i 19. M6L 5b UU:IL ' ING INSPECTOR °mac m a APPLICATION FOR, PERMIT TO ...sOY./../.',.N .....e ,�. �.n� .... ... .......................................... TYPE OF CONSTRUCTION ................lil/U;t . .. ........ 1?R ''!'. .. tG ........ �..r ............................. ' ...............Q�...............19.7`5 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ... .S./ ....... ...........1�..0.. e!./..�..... .1 S^5.............................. ProposedUse ............. ...................................................................................................... ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner F�! d�.. .!..1�C1/L�/n1 ...Address �.! !`�Uu'/y n� .. :'/r..../Z� !y!.d $S Nameof Builder .................?................................................Address .................` ........m................................................ Name of Architect �.f7�C3hl .S. �:��=-..�f. � Address.. ¢5/i5��'`r� !%! ..:plc... ...-0.S.L!v...� S' nr r Number of Rooms .. ..^......aY.`.P......................Foundation .��.�'!.�............ <��4f...:.....:.......................... Exterior .........lezl!�C9.Z. .�.............................Roofing ....... 7. ... ................................. Floors f.O.d..........................................................Interior ........ �.� 00. . ... !�� !�=L-....:......................... Heating .....................................................Plumbing ............. �......................................................... _ 00 Fireplace ...............^./4 .......................................................Approximate Cost ........4�... .t. ..U........................................ Definitive Plan Approved by Planning Board -------------------_-----------19________. Area ............ ......... ................... Diagram of Lot and Building with Dimensions e� Fee ..... . . ........ .................. SUBJECT TO APPROVAL OF BOARD OF HEALTH �, Z Wr IN� `a I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. WIl81oo, ��oz� J Sanford J. � No ..... =—l/639. Permkfor — add to single — -----_—.--- ' fam1l d�el g l�� -------"--.--.—=---,-------. - ' Location ---..11Z. ..Bmad—_ i ^ .--------.C��M41:�....................................... Owner ................ / . . ' Type of Construction ...........1-rmxo�................... , --------------------------' . . � . plot ---------. Lot ................................ / � . ^ - Permit Granted � � � � + { Date of , , � �� Dote Completed ,��(���������----.lP . . / ~/�� ` PERMIT REFUSED ^ � ___-.................................................... lV , --------------------------. . � _._----...----------------..�- � , ^ ` ' ' —.--------.--.—.—.---.,-----.... Approved '^--------------- lg . ' ~ ' -------'-------~---`—^--'—'^—' � .................... .......................................................... ` � e' e , F9r s map and lot number f ...:r. ...........:. ............. ' Sewage Permit number .......:........:......................................... FTNEtO�y� TOWN OF BARNSTABLE i • i BABB3TA1lLE, i "6 q . BUILDING INSPECTOR Q Mac a' APPLICATION FOR PERMIT TO .... ............................../ r�/ s ' ....'.......................................... TYPE OF CONSTRUCTION / %<J t1 1 /� �F.spa Pn!�` ,fit c,�- V75^1 :...............................................................................} .................................... .......... '._ . . , TO THE INSPECTOR OF BUILDINGS: _ The undersigned hereby applies for a permit according_to„the following information: y Location ..... ::} .. ..... f�ra% /! ......1 5 .............................. ProposedUse ............... .<..t. ? . '? t'.. .. . � �. .. .................... .................................................................................. ZoningDistrict ..............................................................:.........Fire District .............................................................................. Name of Owner .l AV. .2°.. Address k.�Z. �'it lar f/n/Lr „ /�!h tr�X §` •1125 Name of Builder ......... •..... ..�....................................Address ................. ... ..�.�' ...................................... Name of Architect xf1J?�<`...:_� F- ,� . !2anf/� ...Address ,!`'�.., ?(�';lfe�l.. 0 Number of Rooms c, . ......f1.n/ ':.......................Foundation .` C`:.,i +f?,'� ...: /Acl- ........................ Exterior A'!'d f� f ✓. /`�/' =f .................................. ...............................£.............:.,:�: ...............................4.Roofing ..:....��..:.................�'' Floors /.lit � i� t r.KJ! / r=1 .v e f ............._..............................................................Interior ...........:_...:.................!` ...... .....:.................:............... Heating ......................*.... t '..Plumbing " G Fireplace ................ra,/ �.......................................................Approximate Cost .......... ..`. . .............................................. ------19--------. Area ............"......_ 'z"�.r ... Definitive Plan Approved by Planning Board -------------------_____ t { Diagram of Lot and Building with Dimensions ,:er Fee -*- .............. 1 SUBJECT TO APPROVAL OF BOARD OF HEALTH . t e I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Names=-. r, ;^ ? :�:..................... ............ Wilding, Sanford J. 17.639 permit for ,,, add to single t. ......................... a - ,O) f ami Iy dwelling Location ........112 Crocker5Neck Road ....................................................... Cotuit ............................................................................... Owner Sanford J. Wilding Type of Construction frame ................................................................................ Plot ............................ Lot ................................ Permit Granted April 11 19 75 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT,REFUSED ................................................................ 19 ............................................................................... ............� .L..''............ ......................... ..................... . ..................................................... APProve ................................................ 19 ............................................................................... ............................................................................... _ _ . �/•��j /Q,�+_- +(-+ram�.�._...;�!`=� �, fi-.,.� � of •_ 8P '. 44 +w•' SS n " . ,per' • _.a.. 4 s ♦. -S. � � ww-wMMrY;.n.w•ewr..-...+�.n•+��.. ... � •4+ t ..� 1+ Y 4 y4V46,S y 71 ov Al `,; . � .. ^' t . : "�'edst'.� �;':�L.Fcr�i dr-sr �.%i+� .` �,•�.•-w.•.�,«_:.,..--, .. - r 3 _S' y 51�-0' S eE °y3�s�E EWgE®. d. ae.•• Baas IMPORTANT SMOKE DETECTORS REVIEWED — UPGRADE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING OF m IL s a G 2 -6 s SMOKE DETECTORS FOR THE ENTIRE DWELLMIG WHEN ; s ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. c ' ° T a � Q J < 4b ea BARNSTABLE BUILDING DEPT. DATE NOTE: A SEFARAI PERMIT 19" RE MUM FOR THE INSTALLATION OF SMOKE DETECTORS—THE ELECTRICAL FIRE DEPARTMENT DATE G e PERMIT DOES NOT SATISFY THIS REQUIREMENT, BOTH SIGNATURES ARE REQUIRED FOR PERMITTING I c � L• t } ' 1 I I i I i I I B•r w'-O•Pou Mtontra#afoundwYmn Q � 4-- N � 7 se#on 1 m•r 1 2•t°nFinuovs > e - I i I 9.5 robwr pins 1 _�_ t Crete FaoF'nq r. r !�XIroTM4 __ - u -on _ L �. j �OUM7ATION .. 1 -------------- ___________ I r----------- ---- L V I I ,. I I 1 2•Gt•wvsl bwsa I - � c ' `---- ------------- 1 i O.b rebwr pin, 0 -1- . 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R- T u$m�`o c d p� wdAtIon wA..Ictro+and—fi—.. o p��a n JI rr J 3 00 3� FIP-�T FLOOD PLAN �,F F :+ 6 +� o.xoo l7Gale: 1 /4" dcLdJ - -. DRAWING TYPE: First' Floor.plan . .. - x o'-r I m•-�' i 9•_m" - - SHEET NUMRERI _ A200 nl aag H5b3b — 8 !< SL IMN ailoExxs ®n 9 1/=•AJb Sb PIpLr.iOisf.e Im•o.L - ' 91/Z'AJO SO%ov Jai.fse lm'oL. - - ' T fS 0 �^ i Y' bimP o sµlri9 N ngYse m•az 9 I/P'r9 1/4'VKswn Lwmpawm - - - - - (�� L • II II II. II, I II II II �,—bim�sonu WrZ9 nNr.e Im•OL._� L ,\\ 91/II'r91/4•vwra�4m pwwm � - ' may V_ --- --- - - n O 9 1/4•AJ4 4"i Plow Jd.+♦B I m• _ �, — l{.' r � ' r ' k N k 'r , , r , ' I I 0 , �- r 9 1/II AJb 20%ow Joi.fse Im•o4. ,.____ __5 � �--� ' u S � --- _ _ _ --- ---_ _ _ _ r ' rr ' �' 4r10�wffvse Im•o , , Y „ , tr10R-.dfK' s e I m•oa. - � ' _________ _ __ _ __ __ 03 PI-662NP PL. 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" w ri ri 3 a I„ os E} ORANING TYPE, r 5HEET NUMBER: A40 2 nL a n�� �g63'a - Gorrtinuous ridge van} 91 AsphwM shingles } a o 6 1/x"APA rwtad chew+hinq Z �< ?���'a�g�g�o _ g T RAR is t x"f'.41nsulw}ion•�96 - valuxm v5lo01 �kYlight<slopesJ - C „ B"H.O.tnsulwtion•�9 0(slopes 1 C .. � �� Duo on � 1"�igidfow insulw}ion•�5 _ Q V� t � Alum um drip edge r o p � 7s �--AIUm um qu}}er \� - 1 x_ x Pme+rim �� Ol c+Q L Q H Duo _ L s nn nn - Vpr-p�o42m Continuous soff:h L o00 000 _ 2 x 1 O�wf}ors®-I f % t/x"H.D.InsUla+ion �x TYvakm hoUsawrwp r - _ W N 1"rigid foam -. on•��i® 1ee Aluminum drip ddga—► ,i M1� .. �,::. "a t�S,.. '' ., sr, ..c � .. �.: 4 -ins �a2 •.�" � xx4 Wall s}udse Alummumqu}tar— 1 x_ x F—}rim - tinUous saff'r}ven+ - - Lu EXITING 'EXI�T"ING EXIr?T"ING OGJO f L. - 3 0 ' ffi ham. P.T. 2.1 O Deck Haor e C .n.._....a y. InsUlw+ion•F�9 0 B"H.o.Insides+ion•F�9 0 .d 8 @ .... .........:_.._a�. x"Poured concrrhe dust awp EXI I WOM EXI4PTINe4 poly vapor bwrr ar. yT Nl1 d. FouNvp.TIoN � � FouNvATIoN - _._. � I Sir • _-_-- -_ --____ -___ - _- ___ ______1_______L� T P�ri a • �Bxis+inq concrete slwb -_ $$en�5o -00 _< nu€4wno .A c�S g �5 �didv A40y Gale: I /2" I -O" DRAWING TYPE • hG�tlo�non SHt NUMBER, A O 'P 61 atr-" 9x� C _F .. F T ji .. Y",• � Al HUM Q .73 E w • _ r ^ ' nL� � N. ' _. , el EVficTION dm , , 4 ;, .. _ �•. _ i. •: .. ._ ,,: - - �- 4 y ':: ^� - r. .,JCDis y. „ C ^ V V r « A' - s � IZ n r � J ,a � 3 *Y.. - • - - .;i! C 'H.E Ell n 1. ` s ai F ,A �R 1 OO s • � � � ,. , K ,� cad o00Q • 0 ppp8 Rio r —___ ___ _ g _ _T�_ ___ __.- __—L_____ ___ _____ _____--jr oo� L]1111!11-1� 1-1 _------- LT— 1 s DRAWING TYPE: P-►G . HT al-CV TIoN `` w9n++ei�e a+lam SHEET NUMBER, A 911 O O . -.r. -------------------------------- • �E�5.gg, f0 IL enM. � 2 g R n a ®® Till J UD Ao El L Q < o Q FlLta. JZ I ------ r Ir Ir. I C ° N �-• _ V r I-EFT EL-EYTioNLU rL Rau .......... ..:...� H O in FFTTI c�) f - d a o� d 3.. �o€ t,1 o iLLp�m� pOPQ J p = H O I _Ll________—__ — Ll-__ __LPL___-_—_J_I____—___-_Ll _L __ll E J L---------------E—'r-- ---E— ---=- E—� ----- E—�-------- �---- --=-��---I Hill Ra } m 0 _ DRAWING TYPE: -e�.�.ELEVT�oN Left elevations P-ear elevations asoo Gale: d /4" = f '-O" .. - - - ,5�EET NUMBERNUMBER: CROCKER NECK RD. r N 59017,00"E 100.00, 0 16.90' 20 N `o w .40' N 14.68' 27.3' cn. �y CDEXISTING 00 o w o DWELLING w °° . 14.45, - w 18.6' 20.70' I m ]6.86' I , DECK HSE.NO.112 23,878.SF. SHED i I CARPORT I � �3�'4'0'11 7 "I certify that the dwelling shown on q j , p a PLOT PLAN OF LAND this plan is as it actually exists on the LOCATED IN ground an s to the town of C OTUIT,MAS S. Barnsta �ta3 rt regarding PREPARED FOR yard �� PETER SETTIMELLI P, L'S. DATE:JUNE 3012004 SCALE: 1"=30' date: ' CAPE & ISLANDS ENGINEERING -�• flood n-id�aj� .F,' MASHPEE MASS. crockerne ' 3 i w ( ✓ `;i 3z LG �i� y � j , Ci 777 R E��LIP, tE 6 Vtki I ow r7- L La `i Irk 8i N , Oc _ • t3 ta- - - _ -- T v , :E AIG laiST-S. j�" C7.0 r -� cC �uy RAT&z �4�*L BY THE