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0724 SANTUIT ROAD
c �_ �/ • r a �� .�, 1 s � RL OF orj P i � 11 Town of Barnstable Building . •, This`Ca"rd So That it is`Uisible..Fromthe.Street A „ravedyPlans Must;beRetamed.o�xJob andthis Card Must;:be-K*ept = ' .a`x 3 miss: � � � �Idm shall Not be Occu ieduntilaa.FinaLlns ectionhas..been:�made ��: i vl �1t:' i Permit N0. B-18-474 Applicant Name: . B:W. MARTIN Approvals :Date Issued: 03/01/2018 Current Use: Structure Permit Type: Building-Deck Expiration Date: 09/01/2018 Foundation:i Location; 724:SANTUIT ROAD,COTUIT Map/Lot. 006-044 Zoning District. RF Sheathing: All Owner on Record: CAPOZZI,VINCENT&KAREN TRS Contractor Name B W.'MARTIN Framing: 1 Address: 8 ZITO DRIVE Contractor l icense113985 2 t SAUGUS,MA 01906-3234Est�Protect Cost: $ 17,500:00 Chimney: Description:- CONSTRUCT A 18'X 16'SUNDECK PT FRAME COMP&IT DECKING Permit Fee: $.I10.00 ` 14 Insulation: - Fee Paid $.110:00' a Project Review Req: Final:. - a , D to 3/1/2018 - ('1t , - �i �crv� Plumbing/Gas Rough Plumbing: z �' . ..... Building Official� I Plumbing: Final This permit shall be deemed abandoned and invalid unless the work authorized!by this permit is commenced within six monthssafter issuance Rough Gas: p a All work authorized by this permit shall conform to the approved application and,.the approved construction documenfsfor whicH this permit has been granted. �� � final Gas:.. All construction,alterations and changes of use of any building and structures shall be incompliance with the local zoning by laws a codes 11 This permit shall be displayed in a location clearly visible from access stree& road and shall be maintained open for public mspect on for the entire:du ration of the work until the completion of the same. ' Electrical g ' Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and*ire Officals are,provid'6 on this permit. Minimum of Five Call Inspections Required for All Construction Work:, &�; Fs Rough: 1.Foundation or Footing ,c.s v r,1 ,Mn 2.Sheathing Inspection Final: ' 3.All Fireplaces must be inspected at the throat level before firest fluelining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: T Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (asset forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 1HE 71 Application Numb....... . ... ...................... MAMSS. L Permit Fee.........//` . ..............Oher Fee.......................� . . 1 39. Total Fee Paid...................... ........................ ................. ...... . TOWN OF BARNSTABLE Permit Approval by... ... ...............:On.. ...�....� .... ...... A0 BUILDING PERMIT Map.......................................Parcel............................................. APPLICATION Section I — Owner's Information and Project Location' Project Address --7 4,1-(q1 f—IZ.,D Village &CrF' k I Owners Name v be;A-rr zwo ZIZ—') Owners.Legal Address— li,tD City-6a bt ti S State A zip 61' Owners Cell# 14/ a I VC `094�ttio St r ipfth�al Use Single Two Family Dwelling 2P-ommercial Structure over 35,000,cubic feet El Commercial Structure under 3 5,000.cubic.fee Section 3 -Type of Permit F1 New Construction ❑ Move/Relocate [], Accessory Structure ❑ Change of use ❑ Demo/(entire structure) El.,Finish Basement El Farmly/Amnesty El Fire Alarm Rebuild Deck Apartment El Sprinkler System F] Addition F] Retaining wall ❑ Solar El Renovation. El Pool. D Insulation Other-Specify Section 4 - Work Description rer (ZA-W� Last.updated: 12/28/2017 Application Number.................................................... Section 5—Detail Cost of Proposed Constructi Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design j j ; Section 6- Project Specifics Wiring ❑ Oil Tank Storage — ❑ Smoke Detectors ❑ Plumbing ❑ Gas _ ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway :. 3 Debris.Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone f Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes No Section 8— Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. 5 Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 12/28/2017 ii iiiiiii®■i■iiii ■■■�i _ i■iiiiiii ■■ i■ MEN ■iiii111111 ii ■ME■E■■i® E _ ■■i■■■■■ w _ - i■■®i■ i■i ■■■■■■■ii 'A, i� G , . iii iiiii■iii ■� �1 ��� I �'1 ■ � ■ii ■■■■i■■i iii i■i■■i■ii �!71 �l■ ��i li ii■ ■■■■■■■■i � MEMOii■Mi � m iiiii■iiii lw� lwi �I■i ■i■■■■S ■■■■■■iir ■r1 iirn 1■I■ ; ■■i NONE iii■iiii , , = n #■ ■ • ■■■■■i ,■■■■ii■i �� ■ o ■■■■ ■■ , iii , so ME ■i 1 r , �� it 1 ■ ■■i ■ ME ■■■ ■ �� ■ � ■■■ •� ■■■■■■ ■ii ■■NOMii■i � , ■� � ii■ iii■Mii■i ,i ■ i■ ON ii■i■■■ii■i ■■■®■ii■iiiiiii�■®i■■iiiiii■■■iiiiiiiii■ i■iiiiiiiiii■iiiiiiiiiiiiii■ ®■■■■■■■� iii■iii■ii■iiiiiiii■i■iii■ ■ OMEN MEN iiii■ii■ii■■■■iiiiiiiiii■iiiiiiiiii■■�i■� ■■ii■■■■■®■i■i■i■ii■ii■i■■ii■iii■■i■■i■■■ ■iiiiii■ii■i■■iiiiiiiiiii■■iiiiil�iiiiiiii ii■ii■iiiitiiiiiiiiiiiiii■■iiiii■■iiii■ii ■■ii■i■iii■iiiiiiiiiiiiii■iiiiii�l ■■■ii■i ■■■■■■■■ii■■iiii■■■■■■■■■iii■■ii■ iiiii■N ■■■■i■ii■i■■■■■i■■mommm■i■■■ii iiii i■i _ j � � _ � _� � �� ��__ � 1 ��° � 1 i ( � � I � w�_� � -�; � � 1 � � � d � I � _ ---�- � ! � � 1 I i ' ! 1 � I � ! � � � � 1 � -- � � 3 ! t � 1 � � � y � � I i �� � � � � i ! l I � � � 3i � � I � Y ) t i ) a S � + � � 3 � I � � � � � � I � 1 � i ; � � i � � � i ; � � a ! �� � � i ' � t � i I I MEN [IMME INEEMSEEMME mommumomm IN MEN MEN ■�® �� ®®, ���1i����� � MEN psi■ ml MEN 0 ME MEN S M IN DIME � ��■■���� �����.���®� so SEMEN No SEMMES SEMEN IN MEN MESIEMENS EMIMMMM SEMEN NONE ! h =am USEMIN IMME SENSE SEEM No M NONE ff MESSINESS MENEM���r■��� � �� ��i lEMIESIMMIS SEMEN a NEW!E ME ■OMEMENE MEMO � � �► GNOME MKlNI»EMO�N ■NSEMENSE� �M■N ■INMEMIMMEEM SEEN EMOMIMME ■�l ��i �������� ����® ��, �� ono SEEMEMEMESSIMINNIMI MESSES OMEN ME ®OMMEMEMEMEE,S»W»MSS ISEEM ■o M No MENEM ME MEN M ■IM - M OSEEMEMEMEMEE MEMIN ism a tr. I_J f f ° ! f i 1 _ f • --� � • • � � _ , � � � � f � � � , — ° � , �� � g 1 1 � i _ � i ��_� 1 I � l d ! � ! ° � ° d I f ° � 1 � i j s d �� ! � � a � I i 1 � � � --- � ° 1 � i tt 9 d � II f i + f f + 1 � � ° �. � I � � � � � . �° I � ° � � � � , � � � d I � � � 1 ° � f f � � � f i � � ' f ! ° I ° � � 1 f � i � i � 3 1 � i j i i i � � 1 I i � � � � d ° s f ! � i ° f 1 I 1 f i 9 i f 0 MEN ME MEMMEN MEMENEEMENEMEMEMEN OEM M Emm ME MEN ME n p M � MEN ■ No ME n o ! e t � i ! � i 1 � ► i � I IN■ ■■■■■■ ■■■■■■■■■ ■■■■■ ■sonMMMMMMMMM■■■■■■■■■■■■ ■■ ■■!■■■■■■■ ■■■■ ■■■ ■■■■■■■®■■■■■■t Y ! • ■■■■ ■■■■■i■■■■ ■■■■■■■■■■®■■■■■■■■■!■■!■!■ENE �. . ■■■!■!■■■■!■ ■■■■■■■■■■■■■■■■■■■!■■■■■■!■■■ ■■■■■■■■■ SEEM MEN ` ■■ NNE ONE ■ ■■■■■■■■■■■■■■■■■■ ■■■■■■Ir■■■■■■■■■■■ ■ ■■■■!■■■�■!■■ � ■ ■ _ ■■ ■■■■■■■' ■■■ ■■■ ■■■■■■ OF, llm� ■■■■■ ■ _ ■■■■■■1 ■■ WE ■■■■ ■■ ■ ■1■■■■■ ■■■■ �1 ■■■■■■ M■■ ■� ■ ■!■■ ■ ■■■■■ :# ■■■■■ 1 ■■■■■■ 1 � ■■1 !■■■ IN OMEN■■■■ 11■■■■ 1 I■■■■■ Mill ME IN ■■■■■■ ■■■■ I MEE ®■ NNE ME v ■■■ ME ■■ ■■ ■ ■■■■■■ ■ ■ ...fir ■ ■■■ ■ ■ ■■I■■■ ■■■■ ■■ ► ' ■ ■ ■■- Ml ME ■ ■■ ■ ■ ■■ ON _ " ■ ■■■ ■ �_ 00 ■■ ■■■ ■ ■■■E■■■■■■ ■ Y ■ ■■■ ■ T - t t i Ell + 1 1 t I T ; ; 1 1 PRESCRIPTIVE RESIDENTIAL111 DECK CONSTRUCTIONGUIDE POST REQUIREMENTS Figure 86. Alternate Approved Post-to-Beam All deck post sizes shall be 6x6(nominal)or larger,and Post Cap Attachment. the maximum height shall be in accordance with Table 4 and measured from grade or to of foundation -�_ sod sawn or: p �-- multi plybeam whichever is highest,to the underside of the beam. Under prescriptive limits of this document, 8x8 nominal posts can be substituted anywhere in Table 4 but are 'll limited to a maximum height of 14'-0". Posts shall be centered on footings. Cut ends and notches of posts shall be field treated with an approved preservative(such as 9 copper naphthenate) [R402.1.2].The beam shall be o o + attached to the post by notching as shown in Figure 8A 6x6 min; { or by providing an approved post cap to connect the post ° beam and post as shown in Figure 8B.All 3-ply beams ° shall be connected to the post by a post cap:All through- bolts shall have washers under the bolt head and nut. Attachment of the beam to the side of the post without notching is prohibited(see Figure 9). Figure 9. Prohibited Post-to-Beam Attachment Condition. Provide diagonal bracing parallel to the beam at each - corner post greater than T-0"in height as shown in Figure 10. Diagonal bracing is prohibited on center posts. Bracing shall be fastened to the post at one end. and the beam at the other with''/2"diameter lag screws. For non-ledger decks, (see Figure 21)diagonal bracing Through bolts;: Note:Support of beams wj may be omitted at the beam and posts adjacent to the lag screws„or fasteners only is prohibited: house. nails:: Bearing is raquired:See' F-gure 8A Figure 8A. Post-to-Beam Attachment Requirements. (2)yy"diameter single r or'4 through bolts nominal or double, with washers - 2"ribmiiial beam beam must 55" Figure 10. Diagonal Bracing. bear:fully on - —e/a": notched 6x6 6x6 min. �X z° N beam v 2" typical (1)1!2";diameter, H lag screw with 8/a" a� washers,typical:; v7: Typical P-osv At Splice, DIAGONAL BRACING PARALLEL TO BEAM. Note:Diaganai Bracing is.prohibited,on center posts American Wood Council 4 PRESCRIPTIVE RESIDENTIAL 1 1 1 DECK CONSTRUCTIONGUIDE Table 2. Maximum Joist Spans and Overhangs.' Joist Spacing (o.c.) 12" 16" 24" 12" 16-1 24" Species Size Allowable Span 2 Li Allowable Overhangs Lo 2x66 9'- 11" 9'-0" .7' -7" 1'-0" 1'- 1" 1'-3" 2x8 13'- 1" 11'- 10" 9'-8" 1' 10" 2'-0" 2"-4" Southern Pine „ „ " „. 2x10 16 -2,„ 14 -0 11 -5 3 - 1 3 -5 2 - 10 2x12 18'-O"t 16'-6" 13'-6 4'-6" 4'-2" 3'-4" 2x66 9' -61' 8'-4" 6' - 10" 0'- 11" 1'-0" 1' 2„ Douglas Fir- 2x8 12' -6" 11'- 1" 9'- 1" 1'-8" 1'- 10" 2'-2" Larch, Hm-Fir, Sp uce Pine Fir' 2x10 15'-8" 13' 7" 11'- 1" 2'- 10" 3'-2" 2'-9 2x12 18'-0" 15'-9" 12'- 10" 4'-4" 3'- 11" 3'-3" Redwood, 2x66 8'-10" 8'-0" 6- 10" 0'-9" 0'- 10" 0'- 11 Western Cedars 2x8 11'-8" 10'-7" 8' -8" 1'=5" 1'-7" 1'-9" Ponderosa Pine, 2x10 14'- 11" 13'-0" 10'-7" 2'-5" 2'-7" 2'-8" Red Pines 2x12 17'-5" 15'- 1" 12'-4" 3'-7" 3'-9" 3'- 1" 1.Assumes 40 psf live load, 10 psf dead load,No.2 stress grade,and wet service conditions. 2.Assumes U360 deflection. 3.Maximum allowable overhang cannot exceed U4 or%of actual main span:Assumes cantilever length/180 deflection with 220 lb point load(See Figure 1A�and Figure 2). 4.Incising assumed for Douglas fir-larch,hem-fir,and spruce-pine-fir. 5.Design values based-on northern species with no incising assumed. 6.Ledger shall tie a minimum of 2x8 nominal Where guards-are required,outside joists and rim joists shall be a minimum of 2x8 nominal. 7.Joist length prescriptively limited to 18'-0"for footing design. Figure 1A. Joist Span—Joists Attached at House and Bearing Over Beam. existing wall ..... optional overhang _ joist- blocking(at overhanging nm joist: I!`I. joists only) joist .anger lerge�boaFd beam(flush tight beanpg) . Ia or U4': joist span(I.sL) mawmum S overhanggee Table:2 American Wood Council 16 PRESCRIPTIVE RESIDENTIAL 1 1 1 DECK CONSTRUCTIONGUIDE Table 3A. Dimension Lumber Deck Beam Spans (LB)' for Joists Framing from One Side Only. Joist Spans(L) Less Than or Equal to: Species Size 6' 8' 10, 12' 14' 16' 18, 2-2x6 6'-8" 51 -8" 5'- 1 4' -7" 4'-3" ' 4'-0" 3'-9" 2-2x8 8'-6". T-4" 6'-6" 5'- 11" 5'-6" 5'- 1" 4'-9" 2-2x10 10,- 1" 8'-9" 7'-9" T- 1" 6'-6" 6- 1" 5'-9 Southern Pine 2-2x12 ill- 11" 10'-4" 9'-2" 8'-4" 7'-9" 7'-3" 6'-9" 3-2x6 7'- 11" 7'-2" 6'-5" 5'- 10" 5'-5" 5'-0" 4'-9" 3-2x8 10'-7" 9'-'3" 8'-3" T-6" 61- 11" 6'-5" 6'- 1" 3-2x10 12'-9" 11'-0" 9'-91' 8'-9" 8'-3" 7'-8" T-3" 3-2x12 15'-0" 13'-0" 11'-7" 10'-6`' 9'-9" 9' - 1" 8'-7" 3x6or2-2x6 5'-2" 4'-5" 3'- 11" T-7" -3'-3" 2'- 10" 2'-6" 3x8or2-2x8 6' -7" 5'-8" 5'- 1" 4'-7" 4'-3" T- 10" 3'-5" Douglas Fir- 3x10or2-2x10 8'- 1 7'-0" 6'-3" 5'7.8" 5'-3" 4'- 10" 4'-5" Larch 2, Hern- 3x12or2-2x12 9'-5" 8'-2" T-3" 6'-7" 6'- 1" 5'-8" 5'-4" Firz, Spruce- 4x6 6'-2" 5'-3" 4'-8 4'-3" 3'- 11" 3'-8" T-5" Pine-Fire Redwood, 4x8 8'-2" T-0" 6'-3" 5'-8" 5'-3" 4'- 11" 4'-7" Western 4x10 9'-8"' 8'-4" 7'-5" 6'=9" 6'-3" "5'- 10" 5'-5 Cedars, 4x12 11 -2" 9' 8" 8'-7" T- 10" 7'-3" 6'-9" 6'-4" Ponderosa _ Pine 3, Red. 3-2x6 T- 1, 6,-5 5'-9„ 5,-3„ 4' -10" 4'-6 .4' 3" Pine3 3-2x8 . 9'-5"' 3" 71_..4",.. . 6'_8".. 6'_2„ 5'-9" 6-5-1 3-2x10 11'-9" 10'-2" 8'-3" T-7 T- 1 6'-8 3-2x12 13'-8 11'- 10 16'-6" 9'-7 8'- 10" 8' -3 7' - 10" 1.Assumes 40 psf live load, 10 psf dead load,U360 simple span beam deflection limit,cantilever length/180 deflection limit,No.2 stress grade,and wet service conditions. 2.Incising assumed for Douglas fir-larch,hem-fir,and spruce-pine-fir. 3.Design values based on northern species with no incising assumed. 4.Beam depth must be equal to or greater than joist depth if joist hangers are used(see Figure 6,Option 3). American Wood Council Commonwealth of Massachusetts �. Division of Professional Licensure Board of Building Regulations and Standards Construction,S'u ei tdkir,1 &2 Family CSFA-04621.7 ae' �+ Lfpires:05/25/2019 BOYD W MARTTIN JR 264-ALGONQUIN AVE MAWEE MA 02649,. ,• " vf Commissioner CV21 �0¢»Una¢�acaea�/¢� a�ac/uaeCla Office of Consumer Affairs&Business Regulation T HOME OVEMENT TYPE:IndMduaiNTRAC I' DING D� 1, ��7� J4, j stration Ex irationl07/2212019B.W.MARTIN / �E� 1f DB/A MARTIN CONTRAC-TIN.G+GO. _ f N OF BARNSTABL'F B.W.MARTIN, f ��W 254 ALGONOUN MASHPEE,MA 02649 Undersecretary The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit:Binders/Contractors/Elet tricians/PImnbers Applicant Information Please Print Leaiblp Name(Business/organizatiowbdividuan: ty►q(C-*� Address: City/State/Zip: J 04-44 Phone#: 6O B 3 q 9 Are you an empIoyer?Check the appropriate bow Type of project(required): 1.❑ I am a employer with t 4. ❑I am a general contractor and I employees(full and/or -imme have hired the sab-confractors 6. ❑New construction 2.El I an a sole proprietor or listed m file attached sheet 7. ❑Remodeling ship and have no employees These sorb-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Binding addition [No workers'comp.insurance comp.msura'ce.: required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions m sel£ o workers' comp. right of exemption per MGL 12. Roof repairs ns ce required.]t c. 152,§1(4),and we have no p employees.[No workers' 13.❑Other *Any applicant that checks box#]must also fill out the section below sbowing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contwtnrs must submit a new of davit .-W G 0 EPT• :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state vyhether or not those es have employees. If the sub-contactors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for tm employees Below is the policy informadorr: Insarance company Name: /ECG' �✓t hm —0 'l y > TOWN OF BA�iNSTASi.E Policy#or Self-ins.Lie.#: (o v, �"P S 0—/. -7 Expiration Data: —7 1'44 10 Job Site Address: a ( `hl � City/Stawzip: G D—t L v-&4 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of.a ire up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Idoherabyca# an,.dart4epdmandpenaUmofperjury that the information provided above is true correct; Si mature. i A Date: f Phone#: - OffxW use only. Do not write in this area to he conTleted by city or town official City or Town: PerhdfJLicense# Issuing Authority(circle one): ' 1.Board of Health 2.Building Department 3.City/Town Clerk 4:.EIectrical Inspector 5.Plumbing Inspector. 6.Other Contact Person: Phone#: $ Town of Barnstable i 4 Regulatory Services u STAMAM a Richard V.Scali,Director a639- Fcana�" Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder BUILDING DEPT. FEB 212018 as Owner of the subj 4GiyBARNSTABLE hereby authorize Y VVVZ to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Ow r Signature E Applicant Print Name Print Name Date 1 r Owner Owner's Name information is Cotuit Ma _ 02635 6125/2015 required for every - State Zip Code Date of Inspection page. Cityrrown D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately .T ®w4 OF�A�NgTA�LE. ''1 0 A'3 - �33= b� 151ns•3113 'noo tii official tMpettion Fom+:Subsudeoo Seviage Disposwt Systcm•Page 16 of 17 F } VDAC � 5 C H U B B0 WORKERS COMPENSATION AND, EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6S62UB-4689P58-0-17) RENEWAL OF (6S62UB-4689P58-0-16) INSURER: ACE AMERICAN INSURANCE COMPANY 1 NCCI CO CODE: 12165 INSURED: PRODUCER: MARTIN, BOYD W DBA THOMAS J WOODS INS AGCY MARTIN CONTRACTING CO 20 PARK AVE 254 ALGONQUIN AVE WORCESTER MA 01605 MASHPEE MA 02649 Insured is AN INDIVIDUAL Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 07-16-17 to 07-16-18 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed.here: MA m B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in o_ item 3.A. The limits of our.liability under Part Two are: —� Bodily Injury by Accident: $ 100000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit -� Bodily Injury by Disease: $ 100000 Each Employee PINIC� C. OTHER STATES INSURANCE: Part Three of the policy applies to the stat s if any, listed f� e: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06B � � 2 -To D. This policy includes these endorsements and schedules: o� SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE o� 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All required information is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 07-07-17 JT ST ASSIGN: MA OFFICE: RMD CHUBB 24M PRODUCER: THOMAS J WOODS INS AGCY 26JNF 010118 f ® MAPFRE I INSURANCE' BUSINESSOWNERS DECLARATION New Business POLICY NO: 8008030000731 EFFECTIVE DATE: 12/23/2016 INSURED:BOYD W MARTIN JR DBA AGENT: THOMAS J. WOODS INS. AGCY. , INC. Deductibles(Apply Per Location, Per Occurrence Optional Coverage(Other Than Equipment Breakdown Protection Coverage) Windstorm Or Hail Prem. No. Property Deductible Deductible Percentage Deductible (Location 1, $ 500 $ 1,000 N/A % Building 1) SECTION II—LIABILITY AND MEDICAL EXPENSES Each paid claim for the following coverages reduces the amount of insurance we provide during the applicable annual period. Please refer to Section II—Liability in the Businessowners Coverage Form and any attached endorsements. Location: (Location 1, Building 1) Coverage Limit Of Insurance Liability And Medical Expenses $ 1,000,000 Per Occurrence Medical Expenses $ 5,000 Per Persoq-,c-,- Damage To Premises Rented To You $ Any One Premises rrmn1. Other Than Products/Completed Operations $ 2,000,000 +•-t Aggregate -v®NWN®f Products/Completed Operations Aggregate $ 2,000,000 Liability Premium $ 949 Deductible Optional Property Damage Liability Deductible: $ 500 Per Claim Refer to BP 07 03 ; or 1XI Per Occurrence Refer to BP 07 04 US DEC 1000,12 15 Page 2 of 3 Application Number......... ......... Section 9- Construction Supervisor Name _AZ Telephone Number} "j Address L4Z y A-t&14 wj AWCity A&AT9 l&t State +t-- Zip ®' License Number (o 1'7 License Type' !r Z Expiration'Date 1 Z'rz7 i Contractors Email -ww1-,tP 4o( Cell# 606 T6�P I � I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 and the Town of Barnstable.Attach a copy of your license. Signature Date j Section 10 -Home Improvement Contractor Name Telephone Number 6¢P � Addres City State P yt` Zip �t Registration Number !( 6%Expiration Date 7zz I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 F` CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 789 CN4 and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number c C:!a 21 2414 TA$L' I understand my responsibilities under the rules and regulations for Licensed Const uc pd accordance with 780 ' CMR the Massachusetts State Building Code. I understand the construction inspecti9nVVprocedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date Print Name Telephone Number E-mail permit to: Last updated: 12/28/2017 Section 12 -Department Sign-Offs Health Department ❑ Zoning Board (if required) Historic District Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval. Section 13 — Owner's Authorization I , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of j ob) Signature of Owner - ,' date i Print Name t i j , Last updated: 12/28/2017 P`°FTHET°wti� The Town of Barnstable BARN STABLE.MASS. p De artme y nt of Health Safety and Environmental Services $. 039. prEo MPS Building Division - 200 Main Street,Hyannis,MA 02601 Office: 5108-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 7 w- 6 CA Location �a7 �S'+4-�yr7tr rZA G7 Permit Number 2 0 q cp Owner W WJyt<d tkAWZ 4,L* Builder 4 < r+ One notice to remain on job site,one notice on file in Building Department. The following items need correcting: r( UA O T L-oc k 11)Cam- N G-Gr9Z>&:b — ucr5�t 1QC-' 7o y ;' �N (,7"G C, L-oprz otvTo (T� ikm2c . t �JR-fLf wG- /-o re, 7/4 C r r P &: 7v U G Jv-&OL L41rc .©u-�-> A R�c�u i e�- Ep Please call: 508-862-4@3:R-for re-inspection. Inspected by .. ���..�� Date —7 1 -7 D W i /A�I 2 { TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0& Parcel O y L[. Application #2 r-I 7—33G>3 Health Division Date Issued Conservation Division Application Fee P T,S0E V a Planning Dept. Permit Fee tf 3 00 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 72SP �a..��.,L' 12 Cofv& `I"IA 0�do35- Village t^ o tv)-- Owner V,nc,,,+ CtPo2;-L i Address -72 4 an fZal C6{avi+ NA oa-�3S Telephone b17-755-3134 =91 Permit Request ,',c 1 ^3o CoIIv16se, a it ZE R,-/O r,q,Pil fa a �►a-�cf1 a+t1k 2cc4*_ Lo 1d- �� '�-'" p�,'S,bl �o( I-e Ca•,n..r-�'^ -�2l/ � �,'' r✓�1� �-oar�°l T� GY'xte°�sna.ce, �C�",`ntiP�-P �", � Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total=new Zoning District Flood Plain Groundwater Overlay a `" Project Valuab$3?h6'I - lb Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Jar Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use f APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 96),,4 L, '�, Telephone Number 5V K--SZ, 2'61706 Address License # I-®3 g&4 fill �� t k Home Improvement Contractor# SG�I lS7y/ Email Worker's Compensation # X1JsIs'f -, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ft�ov�,� �•-�to� A o rp&YI I 1 t �r ► IA 0>1/)-o SIGNATURE DATE >7 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE s OWNER f DATE OF INSPECTION: FOUNDATION FRAME INSULATION t4 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. A DEBRIS FORM In accordance with the provisions of MGL cA0,s,5`4,a condition+of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c. 111,s. 150A. This Debris will be disposed of in: Republic Services Dum ster: 1080 Air ort Rd Fall River, MA 02720 (LOCATION OF FACILITY) Signature of Permit Applicant Date IF DUMPSTER IS LISED IN EXCESS OF SIX (61 CUBIC YARDS A PERMIT FRC}M THE FIRE DEPARTMENT IS REQUIRED FOR COMMERCIAL, INDUSTRIAL,INSTITUTIONAL AND MULTI-FAMILY RESIDENTIAL OVER 20 UNITS DEMO, RENOVATIONS OR ALTERATIONS OF THE EXISTING BUILDING: CIRCLE ONE HAVE,YOU.SUBMITTED THE A 06 NOTIFICATIONT01HE MASSACHUSETTS DE ? YES NO The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston, MA 02114-2017 www.mass.gov/ilia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH TN:E PERMIT'rrNG AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual): Insulate2Save Inc. Address: 410 Grove Street City/State/Zip: Fall River MA 02720 .Phone#: 508-567-6706 Are you an employer?Check the appropriate box: Type of project(required): Lrx 1 am a employer with 20 employees(full and/or part-time).' 7. nNew construction 2.0.1 am a sole proprietor or partnership and have no employees working for me in $• 0 Remodeling any capacity.[No workers'comp,insurance required.] 9. Demolition 3.�1 am a homeowner doing all work myself.[No workers'comp.insurance required.]t ❑ 10 Banding addition 4.❑1 am a homeowner and will be hiring contractors to conduct all work on my property. l will ensure that all contractors either have workers'compensation insurance or are sole 1 L O Electrical repairs or additions proprietors with no employees. 12.Q Plumbing repairs or additions 5.0 m[a a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp.insurance. 13.�Raof repairs 6.Q We are a corporation and its officers have exercised their rightof exemption per MGL c. 14.[E Other Insulation 152,§1(4),and we have no employees.[No workers'comp,insurance required.] *Any applicanvihat checks box 41 must also till out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. l am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. [nsurance Company Name: Liberty Mutual Insurance Policy#or Self-ins.Lic.#: XWS 56418741 Expiration Date: 12/10/2017 Job Site Address: 7 2N S2,n><vtk cl City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MOL c. 152;$25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORD,ER and a fine of up to$250.00 a day against the violator.A copy of this statement may.be'forwarded.to the Office of investigations of the DIA for insurance coverage verification. I do hereby certify uitder thus an e ties of try that the information provided above is true and correct. Signature: Date: 7 l Phone#: 508-567-6706 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License#' , Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other - Contact Person: Phone M ��� ; f Office of Consumer Affairs and.Business Regulation 10 Park Plaza - Suite 5170 Boston, Massy%�h, usetts 02116 Home Improveme `ntractor Registration a Type: Corporation Registration: 180747 INSULATE 2 SAVE , INC. Expiration: 12/28l2018 410 Grove St Fallriver, MA 02720 w� w a.� Update Address and return card. Mark reason for change. 3CA 1 Co 20M-05/11 0 EMPLOY ent O Lost Card C�����arramaoreureull�Z a�C-�l�G�ra��t�aefil�t __.___ Office of Consumer Affairs&Business Regulation - HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only t TYPE:Corporation before the expiration.date. If found return to: , Office of Consumer Affairs and Business Regulation stration x ira#ion 10 Park Plaza-Suite 5170 l%-V1�7 . 12/28/2018 ! iM Boston,MA 02116 INSULATE 2 Sf1vE aIN Roland Langevi 410 Grove Star Fallriver,MA 02720�� - � '`' Undersecretary Not valid without signature Commonwealth of Massachusetts Division of Professional Litensure Board of Building Regulations and Standards Const� �t��s1 rvisor CS-10386'1 � pires: 08124/201g } ROLAND I.AfiGEVIN 66 HIGHCREBT�ROAQ . } FALL RIVER MA>02720 f Ate- Commissioner AC" CERTIFICATE OF LIABILITY INSURANCE 7TE(MM/D�YYW) `.�-� 12/8/16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Anthony F. Cordeiro Insurance PHONE FAX 171 Pleasant Street EMAIL ' (508) 677-0407 A/ No: (508) 677-0409 ADDRESS: hsouza@cordeiroinsurance.com Fall River, MA 02721 INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Liberty Mutual Insurance INSURED INSURER B Insulate 2 Save, Inc. INSURERC: 410 Grove St. INSURERD: Fall River, MA 02720 INSURERE: I NSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD/Y MM/DD/YYYY LIMITS A GENERAL LIABILITY Y Y BKS 56418741 12/10/16 12/10/17 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED e $ 300 000 PEEMLSES CLAIMS41AADE [K]OCCUR MED EXP(Any one person) $ 5 000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMITAPPLIES PER PRODUCTS-COMP/OPAGG $ 2,000,000 X POLICY PRO- T LOC $ AUTOMOBILE 12/10/16 12/10/17 OMBINEDSINGLELIMIT A Y Y BAA 56418741 CEaaccident $ 1,000,000 ANYAUTO BODILY INJURY(Per person) $ ALLOWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS X AUTOS Peraccident $ A X UMBRELLA LIAB X OCCUR Y Y USO 56418741 12/10/16 12/10/17 EACH OCCURRENCE $ 2,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000 DED RETENTION$ $ A IVORKERSCOMPENSATION XWS 56418741 12/10/16 12/10/17 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY Y I NLMT ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACHACCIDENi $ SOO,OOO OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yyes,describe under DESCRI PT, 0NOFOPE RATIONS below E.L.DISEASE-POLICYLIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) "For Insurance Purposes Only" CERTIFICATE HOLDER CANCELLATION . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: RISE Engineering R' E 5 Dupont Avenue,South Yarmouth,MA 02664 ENGINEERING' CONTRACT 508-568-1926 X-6197 FAX 508-568-1933 Page 1 PROGRAM THIS CONTRACT IS ENTERED INTO BETWEEN RISE NGCC-HES ENGINEERING AND THE CUSTOMER FOR WORK AS DESCRIBED BELOW CUSTOMER PHONE DATE CLIENT# WORK ORDER Vincent Capozzi (617)755-3434 09/01/2017 241532 07502 SERVICE STREET BILLING STREET 724 Santuit Road 8 Zito Drive SERVICE CITY,STATE,ZIP BILLING CITY,STATE,ZIP Cotuit,MA 02635 Saugus,MA 01906 JOB DESCRIPTION AIR SEALING:Provide labor and materials to seal areas of your home against wasteful,excess air leakage. This work will be performed $960.00 in concert with the use of special tools and diagnostic tests to assure that your home will be left with a healthful level of air exchange and indoor air quality.Materials to be used to seal your home can include caulks,foams,weatherstripping and other products. Primary areas for sealing include air leakage to attics,basements,attached garages and other unheated areas(windows are not generally addressed.) (12)working hours. A reduction in cubic feet per minute(cfm)of air infiltration will occur,but the actual number of cfm is not guaranteed. ATTIC FLAT:Provide labor and materials to install an 8"layer of R-30 Class 1 Cellulose added to(690)square feet of open attic space. $993.60 ATTIC ACCESS:Provide labor and materials to insulate the back of(1)attic hatch with rigid board at R-10 or greater with the required $60.00 fire rating.Weatherstrip the perimeter. ATTIC ACCESS:Provide labor and materials to install(1) easily moved,insulating cover for the attic access folding stair. A small flat $237.65 surface of plywood will be created around the opening within the attic. This will allow the cover's integral weather-stripping to restrict air leakage. VENTILATION:Provide labor and materials to install(2)insulated exhaust hose to existing bathroom fan(s). $120.00 VENTILATION:Provide labor and materials to install(1)insulated exhaust hose with roof mounted flapper vent to exhaust existing $118.75 bathroom fan(s).Broan model#636 or equivalent. VENTILATION:Provide labor and materials to install ventilation chutes in(40)rafter bays to maintain air flow. $139.60 COMMON WALLS:Provide labor and materials to install 2"rigid board with the required fire rating to(90)square feet of common $346.50 wall area. Homeowner has received a copy of the EPA's Renovate Right Lead-Safe information guide explaining the potential risk of the lead hazard exposure from the weatherization work to be performed.Your signature is your acknowedgement of receipt and agreement to proceed. CRAWLSPACE:Provide labor and materials to install (220)square feet of rigid board at 2"rigid board with the required fire rating to $891.00 the crawlspace perimeter wall up to the sill and against the band joist. RISE Engineering RISE5 Dupont Avenue,South Yarmouth,MA 02664 ENGINEERING CONTRACT 508-568-1926 X-6197 FAX 508-568-1933 Page 2 PROGRAM THIS CONTRACT IS ENTERED INTO BETWEEN RISE NGCC-HES ENGINEERING AND THE CUSTOMER FOR WORK AS DESCRIBED BELOW CUSTOMER PHONE DATE CLIENT# WORKORDER Vincent Capozzi (617)755-3434 09/01/2017 241532 07502 SERVICE STREET BILLING STREET 724 Santuit Road 8 Zito Drive SERVICE CRY,STATE,ZIP BILLING CITY,STATE,ZIP Cotuit,MA 02635 Saugus,MA 01906 JOB DESCRIPTION YOUR INCENTNE EXPLAINED: RISE Engineering will apply all applicable,eligible incentives and you will be billed only the net amount. Currently,for eligible measures,National Grid offers 75%incentive,not to exceed$25000 per calendar year,and an incentive of 100%for the Air Sealing measures. LIMITED TIME SPECIAL INCENTIVE: National Grid will waive the$4,000 limit towards the weatherization work. RISE will reduce your cost by 75%on all the weatherization work outlined in this proposal.This special incentive is available to homeowners who sign their weatherization proposal before December 31,2017 and submit to RISE by January 8,2018. Total: $3,867.10 Program Incentive: $3,140.33 Customer Total: $726.77 WE AGREE HEREBY TO FURNISH SERVICES-COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS.FOR THE SUM OF ***Seven Hundred Twenty-Six&77/100 Dollars $726.77 UPON FINAL INSPECTION D APPROVAL RISE ENGINEERING.CUSTOMER AGREES TO REMIT AMOUNT DUE IN FULL.INTEREST OF 1%WILL BE CHARGED MONTHLY ON ANY UNPAID BA CE AFTE 3 DAYS.SEER S IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECISION,SCHEDULING,AND CONTRACTOR REGISTRATION. REP ESENTATIVE CUSTOM GNATURE NOTE: HIS CONTRACT AY B THDRAWN BY US IF NOT EXECUTED WITHIN DATE OF ACCEPTANCE SIGN DATE 30 DAYS. ACCEPTANCE OF CONTRACT-THE ABOVE PRICES,SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE 1s S. ems. Raekiard�:Scale,�irr�c,lar<< T6Iii-P ray,lituld►ng t Uriuruss ier 00 Niaa a Q 16h:I vennis 4" Ci1 v4�v�v tt��vnbar nTt��ile nia;;gy`` - Vincent Capozzi r` - - . ,M Insulate 2 Save }zt p ��.�:,rwby a��z��a�ze . _ - � ,,.•-�. - . . ;tc�,�pan�iy lael~all�,, zr:' Iaat� sav t " Iti;a>�th�arltas.lualcnp rn :aplici %ter...; 724 Santuit Road Pc �I f MCCS �ue c pp�c r .nc+t. 6c ' iia { lk- Vincent Capozzi. 9/1/2017- r Q:T�RI�15C�1xr�tFFt3�4T�SI.OT RLS �f ' T TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t' Map -Parcel G' 1 y� �' C�Permit# zrl �if Health Division i 4 r, ,;�, ,51.E 'Date Issued Conservation Division n � ��' . 4l, Fee ._�5_* 57 Tax Collector 6 a & "a ( . Application Fee Treasurer �l _...,.. 7;`�J. i Checked in B �e Planning Dept. y `J ' By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis LN'1 a � Project Street Address Village Cotuit Owner F11 en T. Fran�hl ate Tract Addressi 1 72 Tuscany Rnl i varrl Veni r.p, FL. Telephone 914 408 4768 34292 Permit Request REnovate frist floor and basemant level, removeina stairs and raiseinc a section of the roof two feet over the liveina room. Replace all windows reroof reside,new kitchen,new baths etc. Stairs to be relocated in addtion to be built j n yt J-it! t- �- Square feet: 1st floor: existing 1 0-71 proposed 10 7 1 2nd floor: existing 4� -J.— proposed ;-,-�%: :_ Total new g Valuation 1 3 3 G Zoning District Flood Plain Groundwater Overlay Construction Type Wood Frame Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family(#units) l Age of Existing Structure 411�yearS Historic House: ❑Yes :0 No On Old King's Highway: ❑Yes W No Basement Type: )] Full ❑Crawl ❑Walkout O Other Basement Finished Area(sq.ft.) 1 0 0 a Basement Unfinished Area(sq.ft) 0 Number of Baths: Full: existing 2 new 0 Half: existing g new g Number of Bedrooms: existing 4 new 3 Total Room Count(not including baths):existing 8 new 6 First Floor Room Count 4 Heat Type and Fuel: CA Gas ❑Oil ❑ Electric ❑Other Central Air: 3UYes ❑ No Fireplaces: Existing 1 New n Existing wood/coal stove: ❑Yes allo Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use s n -1 P fermi 1 reci dan .e Proposed Use same BUILDER INFORMATION Name R; 1 1 Grastnn Telephone Number _ 5o8 989 1464 Address P.O. 'Box 1 3 8 License# 014112 ester-ville y rtga n?6 5 5 Home Improvement Contractor# 10 n 0 2 3 Worker's Compensation# 7 01-3 4 19 01 2 00 5 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Bourne Land—Bill .017 SIGNATURE DATE April 25 2006 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED , MAP/PARCEL NO. ADDRESS VILLAGE OWNER + DATE OF INSPECTION: FOUNDATION FRAME 7/'l leX4CR, 7 Z! Q INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING .D '�� — &pvoe< ZR1SccG ���� DATE CLOSED OUT ASSOCIATION PLAN NO. y r r �• > Town of Barnstable Regulatory Services BAWffMM MAW Thomas F.Geiler,Director 019. � Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: t.Z. i5rtnz.64-u- 7&d Map/Parcel: 066 077` Project Address_._r ',=moo Se- cQ Builder: l� 5"C0 e_T The following items were noted on reviewing: ®yj(. !v S 1'0J be C►4 0 t N 6 7" To t !ly Z ©T Z -ram- 7'67z — w ff z' T E ? �/r�yT��yU ? /Lfusr �r lnu�7� �omrz IV Htrie E- 5 g- cE Z 1�01 L n 42`�� 'St4o 1-c Z'o 611C - i L p i Reviewed by: Date: d ' Q:Forms:Plnrvw S UM :8"_L CROS-0;1 BU,t_DFR" R, ',• :50677IZ89! Apr. 13 2WS (36:d1PM P1 } " own of Barnstable Regulatory Seances a 'Thomas V.Gefter,Diaertor Building Division I n�a Ferry, �+ai3diag'Co�le6lQaer 2 00 Wiln Stwt, Hymis,MA 020 i � �vrpa�+,t;ow'fl.3�►ta�t�tiale.�.�ns Of ew 508-862-4038 .' Fax. 508-790-6230 t ti Property Owner Must Complete all Sign This Section I£Using A Builder Ovnel of the s ftt prertv 7 hezbq a► thoyize, _, . :,i_. — to act on=y beha4 4� f it3l alima&in rela&e TO woxk wAhouized by thL-buUding pernnit application:for: �o (Address of Job) Nnt Name I 1 Y � i 1 jl RIDGE BEAM ®,� 7Nt TJ-Beam@6.20 Serial N"mber: 62 3 Pcs of 1 3/4" x 16" 1.9E Microllam@ LVL User:1 Pagel E 9n2eVersion:6.0.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope6M2 b 22.6.. All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 13' Primary Load Group-Snow(psf):30.0 Live at 115%duration,20.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 3.55" 4388/3531/0/7919 L1:Blocking 1 Ply 1 3/4"x 16"1.9E Microllam@ LVL 2 Stud wall 3.50" 3.55" 4388/3531/0/7919 L1:Blocking 1 Ply 1 3/4"x 16" 1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 7801 -6775 18354 Passed(37%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 43233 43233 53672 Passed(81%) MID Span 1 under Snow loading Live Load Defl(in) 0.657 1.108 Passed(U405) MID Span 1 under Snow loading Total Load Defl(in) 1.185 1.478 Passed(U224) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'11"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION`. BILL CROSTON Michael Santos FRANZ BRAU Mid-Cape Home Centers - 724 SANTUIT ROAD PO BOX 1418 COTUIT,MA 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 msantos@midcape.net Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business Microllam@ is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam\Job Files\CROSTON-BRAU RIDGE BEAM.sms r t RIDGE BEAM 4NI.Elusil=TJ-Beam@6.20SerialNumber: 0623 Pcs of 1 3/4" x 16" 1.9E Microllam@ LVL User:1 Paget E�9�2eVesio8 6.0.6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 22' 2.00" ^ Max. Vertical Reaction Total (lbs) 7919 7919 Max. Vertical Reaction Live (lbs) 4388 4388 Required Bearing Length in 3.55(W) 3.55(W) Max. Unbraced Length (in) 83 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 3021 -3021 Max Shear at Support (lbs) 3479 -3479 Member Reaction (lbs) 3479 3479 Support Reaction (lbs) 3531 3531 Moment (Ft-Lbs) 19279 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 6775 -6775 Max Shear at Support (lbs) 7801 -7801 Member Reaction (lbs) 7801 7801 Support Reaction (lbs) 7919 7919 Moment (Ft-Lbs) 43233 Live Deflection (in) 0.657 Total Deflection (in) 1.185 PROJECT INFORMATION: OPERATOR INFORMATION: BILL CROSTON Michael Santos FRANZ BRAU Mid-Cape Home Centers 724 SANTUIT ROAD PO BOX 1418 COTUIT,MA 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 msantos@midcape.net Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam\Job Files\CROSTON-BRAU RIDGE BEAM.sms RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 B7i . C-o Change of Contractor/Builder $25.0.0 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE - Z1 y 7 4 square feet x$64/sq,foot= 3/ 'fix.0041= a `� plus from below(if applicable) . GARAGES'(attached&detached) square feet x$32/sq.fL= 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= STAND ALONE PER HTS Open Porch x$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 RelocatiowMoving $150.00 (plus above if applicable) Perm_it Fee Projcost R�,•n�anna `� ,n8 CMR AppuWW J TableJ&Ub(eontiuued) pr criptive pzekzga for due and Two-Fm*Residential Buildizo Heated with g*zEt Fneh • MA)dMUM M]lV1Mt1M WzII Floor BasQaeai gizb 'HearingtCooltng Glazing Glazing calag Wall palmeta Equipment Wcteae}' Arczi(%) lj-value= R-WmJ A vzlua R value° R vzlue' R value pze4age ' 3701 to 6300 Mating Degree D Norsrd /•12 0.40 38 13 I9 10 6 Q ° 6_ N=d R 12% 0.52 30 . 19 19 1.0 b SSE g 12% 0.50 38 13 19 10 �A ilarraai 38. 13 25 NIA -- 19 19 10 U... _ . .'1PK 0.46 38 N/A HARM V• •..:.:, :....15Y. 0.44:. . 38 13 23 NIA ti 83 AFUE w 15% 0.52. 3Q 19 19 t0 . � 13.: 25 NIA NIA Normal. x 181° 032•' 38 NIAO y 12% ' 0.42• 38 ' 19 25 NIA ti 90 AFVE y .' . 18% 0.42 38 13 19 to a 90 AFM AA •• 18% 0.30 30 19 19 I 1.-ADDRESS OF PROPERTY; ' Z • G/'�' w , � . sew .. Z 6 3 sl 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS:. i 3, SQUARE FOOTAGE OF ALL'GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): d Q • `�L G. PIN 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS ETERMI KING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS IN O BUILDING INSPECTOR APPROVAL: YES: NO: q-farms-f980303 a . 780 CMR Appendix J Footnotes to Table A2.1b: lass doors, skylights, and I Glazing area is the ratio of the area of the glazing assemblies (Including sliding-g 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 f of decorative glass may be excluded from a building design with 300 fl 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)dtest procedure, or taken from Table J1.5.3.a. U-values are far whole units: center-of-glass U-values cannot be used. S The.ceiling.R values do not assume a raised or oversized truss construction. If the insulation achieves the full _ insulation thickness over the exterior.wails without compression, R 30 insulation may:be substituted for R 38 .rk. insulatron and'R-3'8 insu-lafion ay be'stibtittited`for`R=49 insulation: Ceiling R xalues-represent the sum•o#�.cavity— .-_... insulation plus insulating sheathing(if.used).For ventilated eeilings, insulating sheathing must-4e:placed between . the conditioned space and the ventilated portion of the roof. used). Do not include 4 Wall R values represent the sum.of the wall cavity insulation plus insulating sheathing'( exterior siding, structural sheathing,.and interior drywall.For example,an R 19.requirement could be met EITHER by R 19 cavity insulation OR R-13 cavity insulation plus R 6 insulating sheathing. Will requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. conditioned spaces(such as unconditioned crawlspaces;basements, The floor requirements apply to floors over unconditioned p • or garages).Floors over outside air must meet the ceiling requirements. 50%below de must 6 g portion of an individual basement wall with an average depth less than gm The entire opaque p Y . meet the same -R=value re above-grade walls. Windows and sliding glass ,doors.of conditioned. quirement�as gra 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 elebtric 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 JS.Z:Ia NOTES: a) Glazing areas and•U-values are maximum acceptable levels.Insulation R values are minimum a cceptable•levels. R-value requirerrients 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 035.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 11.5.3b. 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. i.e. may have a U-value greater than 0.35). requirement y One door maybe excluded from this req (II, - ides two or more areas with wall,slabed of crawl space wall componen t inch • c)If a ceiling,wall,floor,basement ge, 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- yalue of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 IKE T Town of Barnstable Regulatory Services Thomas F.Geiler,Director ' 9 �fQ .ip`e Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 5087790-6230 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: R Pmnd e 1 i ng Estimated Cost 1 1 0,.0 0 0 . 0 0 Address of Work: 724 �irL_tea rot-u i t Owner's Name: Ellen 1PFranzb1au Trust Date of Application: April 25 2006 I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law. ❑Job Under$1,000 FIBuilding 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: April 2r; 2nn6 Bi ll CrnStnn Riii 1 di ng Cont _ 1,00023 _ Date Contracto , me Registration No. ems- Date ' Q:for=homeaffidav 01 j 9/t -� Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston.. Massachusetts 02 108 Home Improvement-Contractor Registration Registration. DBA xpiration: 6/8/2008 BILL CROSTON BUILDING CONTF2�cCIt°r WILLIAM CROSTON t 1t 55 SUOMI RD HYANNIS, MA 02601 Update Address and return card.Mark reason for change. DPS-CA1 Co 50M-04/05-PC8698 [l. Address Renewal Employment Lost Ward �fte q pp..�JJ . O�IYII2OpgCUP,(Z� ��/v(�d�ttlGp,� BOARD OF BUILDING REGULATIANS l'I ioe'nse: CONSTRUCTION SUPERVISOR F. I. Numb C' 014112 Bi hda e 14F2 X 9 �("pjres 04/� 8~ Tr.no: 21421 I WILLIAM W CROT� r I 55 SUOMI RD r 1 HYANNIS, MA 0260i Commissioner i e TOWN'OF BARNSTABLE BUILDING PERMIT APPLICATION Map DO 6 Parcel Permit# `o?006 Health Division Date Issued Z% , �© Conservation Division n- Fee,. Tax Collector Treasurer O Planning Dept. Date Definitive Plan Approved by Planning Boardfr;' a Historic-OKH Preservation/Hyannis U Project Street Address .Village �� Owner 41 0lu a q4 J- A+V i��'r..►t41W Address L`PS t4." Telephone q q O 164 g97 t $� Vth I%GC r L 2 Permit Request aB j rlfl&k 0'ze-k Square feet: 1st floor: existing proposed OIL 56 End floor: existing proposed Total new q,314 Valuation ky-10 Zoning District Flood Plain Groundwater Overlay J. Construction Type Lot Size Grandfathered: O Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Tro�_ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: 0 Yes rlo On Old King's Highway: _❑Yes 011o Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) +-4 Number of Baths: Full: existing new Half: existing new Number of BFdrooms: existing new Total Ropm Count(not including baths): existing new First Floor Room Count (Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other --Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 50NO o If yes,site plan review# Current Use -6 � dl Proposed Use BUILDER INFORMATION Name �� ( � Telephone Numbers g�S /fit Address 'S" S" Im r lid License# g/ B 1 7— c%mai v b Y"_k Home Improvement Contractor„# r Worker's Compensation# C ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE � DATE k FOR OFFICIAL USE ONLY PERMIT NO. r ' r DATE ISSUED w MAP/PARCEL NO. • '�` ADDRESS .VILLAGE OWNER ' w i DATE OF INSPECTION: x FOUNDATION 5�oD (L f~ FRAME INSULATION .� FIREPLACE 1 _ ELECTRICAL: ROUGH FINAL _ 3 ' i PLUMBING: ROUGH ` FINAL GAS: ROUGH FINAL FINAL BUILDINGdo � �� '` • ,? i '0 DATE CLOSED OUT f ASSOCIATION PLAN NO. i I Town of Barnstable Regulatory Services ssz�BtE. ' Thomas F.Geiler,Director y nsnss. �► Ep.39.,►`0 Building Division Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 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: 13U►f / e�l' Estimated Cost Address of Work: Owner's Name: gla,.4. Date of Application: ��� I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED ofthe ER PE ALT'IES OF PERJURY I hereby apply for a permit as the t o Date Contractor Signature Registration No. OR Date Owner's Signature Q:wpfiles hrms:homeaffi day Rev: 060606 1NSURAr,,'1--rZ poLj 1:'1A&0RMATK)N: PAG:: Associated In dustri e s-- of Massaa-uset i. ts klultuaml Insurance Company (I i ng ton, Aassachusetts N'CC."NO MIES PR'r"R NO tv,' Insured '-11j:Miam VV Cfes!0;1 E4U.1- 0 MIA 0265-51 D FF: ersnip Lj Oir,';r workplaces nr�! srjc!,,,n p.t,>c-pa. r!Ic-,Policy pellod i; fjmv�at[ne unsure ;rf'iailing acico'ss PJA "Al app" 5 ta tne"J"101,kors Law c4 Me SLAES Empioyeis�iatIdlty insurance Pa ",,vc tc,NOf'A if. S%te Jisted in i'em_'.A. C1 OUr babi'i?y God6ly Injury-)y Ac ,-�r)t S 3o&/jrIjU!yby[";: r adl ei.,i.i0ye& tj!ric-r StMes!nsuaoce -,Ov6rage 36piaceC 1,1 C 20 C-3,0CA T h;s Dofic�. indi.,des zj)ase Ht' CHEDULF 'i,e nremi�jm for ttiis pdicy wili be dett"T`T.Jf;E:U:by OL.f OF F.119S, C Pates and R'.0ing pla i. :'n forr?atio,.-�"uired below 15$Ubject x ve'ifi:;Llb�'-:ar,,(1-langm audio.. -'_"!an;siftations a rr u ro a s is Rates pey$IGO Aad .40. Annual iN T RA tj 27 Ej PAGE Soo C1.'- Fst:ma'o',4 Annuat ootenrn oi premium shaii t�(L jma,.�4' moo= 11AA "SF 7) I., SS,' n0 cr.cc:seme .......... . ------ - " C;v i FC' I D P I I",C TT i SAFE !--Ass RC z Board of Buiidin e�rn ulations � - One Ashburton Place, 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 04/25/1956 ' Number: CS 014112 Expires: 04125/2008 Restricted To: 00 WIL.LIAM W CROSTON 55 SliOMI RD HYANNIS, MA 02601 Tr.no: 21421 DPS-CAI 0 60M-04/05-PC8698 Keep top for receipt and change of address notification. Q� 4 V Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvement.Contractor Registration Registration: 100023 Type: DBA Expiration: 6/8/2008 BILL CROSTON BUILDING CONTRACTOR WILLIAM CROSTON ---- -----------=------ 55 S UOM I RD ----- --- ----- -- - -- HYANNIS, MA 02601 =------- ----- ------------- Update Address and return card. Mark reason for change. DPS-CA1 0 50M-04/05-PC8698 Address ;--i Renewal ;-' Employment Lost Card °Ft r Town of Barnstable Regulatory Services r ► BAMSrAB LE' r Thomas F.Geiler,Director E&may• Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ,,I OCR(,& , as Owner of the subject property hereby authorize 1 \O to act on my behalf, in all matters relative to work authorized by this building permit application for: *7 Z-4 QVT-0M MA ML- (Address of Job) afore o ner Date Print Name Q:FORM&OWNERPERMIS S ION The Commonwealth of Massachusetts -" Department of Industrial Accidents exce film►estlgaOR; 600 Washington Street . Boston,Mass 02111 Workers'Compensation Insurance Affidavit name: � x location: , P a cityIj.rgs f iwr•�,, phone# 0 I am a homeowner performing all work myself.'` O I am a sole proprietor and have no one working.in,any,capacity==. ¢ «J< x.$ :'.: [dam an employer providing workers'compensation for my employees working on thisjob �totnbanv name:; a 11-06 ��)•' phone of U °� ✓' F�� '. . . • .... _` ,a: �i�� . �1e��a� �tivvtr'�4, h ��.�f(� lo�..��1'r�f •� - O I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who Va. the following workers'compensation polices. • l addFess:.. comnanv::name . ..' % phone#• irisnraeee fo . policX`�. , Failure to secure coverage as required under Section 25A or MCL 152 can lead to the imposition of criminal penalties of s fiat up to$1,500.00 and/or one years'Imprisooment'as well as civil penalties in the form of a STOP WORK ORDER and a fine of 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. 1 do hereby certify,4nder the p ' s d penalties of perjury that the information provided above is true eejan/eorrecG Signature ate / b :Print name hone#_ � Ccheck nly do not write in this area to be completed by city or town official permittlicense q nBuilding Department mediate response is required Qt.iceasiag Board P q QSelectmen's Office r QHealth Department ' n: phone#; nOtder � (MvbW INS PIA) Ole. Viz,:_.??µ�'__=��.� a / jt ® N f 14 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel e ' Y - Application# Health Division Conservation Division gL '� Permit# Tax Collector +` Date Issued, Treasurer Application F Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis ;Q�Y Project Street Address 7 2 Seal;-Us Village cci&i p �✓! �.. Owner �} � �- lltk 6AAH Z le Address 1 ,7 '''11SCc-n j 641 0V,44 Telephone ,'^ Permit Request ."Wit 1VVh g'5 Square feet: 1st floor:existing U11 proposed 0 ZL7 2nd floor:(Xisting proposed ��Q`6 t otal new f y' Zoning District Flood Plain A///J Groundwater Overlay Project Valuation 19-7,.GIc4 -ce- Construction Type em-c. Lot Size q f- CMG 1 5 F Grandfathered: ❑Yes . ❑No If yes, attach supporting documentation. Dwelling Type: Single Family a'�_ Two Family ❑ Multi-Family(#units) Age of Existing Structure aMa Historic House: -❑Yes 41S On Old King's Highway: ❑Yes r 6 Basement Type: ulI El Crawl p[1i/alkout ❑Other 14,11 sh- _ Basement Finished Areas .ft. I&L �(6Lr c� /J�S.1 � "" ( q ) j� asement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new 2 Total Room Count(not including baths):existing new Y First Floor Room ount Heat Type and Fuel: 9'Gas ❑Oil ❑ Electric ❑Other Central Air: ❑No Fireplaces: Existing 0 New Z Existing wood/c stove: Yes C31cfo Detached garage:❑existing ❑new size Pool:❑existing ❑new size ;Barn:❑e. sting mew ze Attached garage:❑existing �ew size U),2Z She :❑ ❑existing new size Other Y&V�� Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Flo Jf yes,site plan review# ° l 1 h �Current Use c �$ c.� ► ti d'�, Proposed Use ' MSS -cog r� ` BUILDER INFORMATION 69&_�_110 Name ,E �rs �5- 27I Telephone Number Address o "+ i License# C j q ll2. �� n '►��S �'' L Home Improvement Contractor# Worker's Compensation# 701311 �e-'T 2-OP ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO pp�� �S S 4V ��P064 w'l �f.*iJN6 iH /� yy SIGNATURE 7 d DATE ted t of at FOR OFFICIAL USE ONLY t 2 _ t PERMIT NO. S DATE ISSUED MAP/PARCEL NO. i s , ADDRESS VILLAGE OWNER' sr , DATE OF INSPECTION: FOUNDATION �� �Iti 81;L749a FRAM `'�° � -a�� CC.`" I BS i-j P�+ clx-,(ti�-a•...�iV� INSULATION �(4/0 , " FIREPLACE ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 'f �, �� ". FINAL BUILDING F/IV : fG `� f8 0`� :1 � �s /��T DATE CLOSED OUT ASSOCIATION PLAN NO. r� r - :F ti 91?e iecv Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvement-Contractor Registration - Registration: 100023 r. F ` Type: DBA Expiration: 6/8/2008 BILL CROSTON BUILDING CONTRACTOR .; WILLIAM CROSTON ., z ---- - ---- 55 SUOMI RD ---- ------ -- HYANNIS, MA 02601 -- --- - .. 4 'V,.Y_-~ y `•,`; --f -- ----- it Fr r Update Address and return card.Mark reason for change. DPS-CA1 is 50M-04/05-PC8698 F I Address 0 Renewal n Employment [_] Lost Card i Board of Building egulations One Ashburton Pface, F�m 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 04/25/1956 Number: CS 014112 Expires: 04/25/2008, t. Restricted To: 00 WILLIAM W CROSTON 55 SUOMI RD HYANNIS, MA 02601 Tr.no: 21421 Keep top for receipt and change of address notification. DPS-CA1 0 50M-04/05-PC8698 r Town of Barnstable Regulatory Services yaorE MASS Thomas F.Geiler,Director 039. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: .508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize_��I �1 . \O, �s to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) ature o caner Date Print Name Q:FORM&OWNERPERMISSION The Commonwealth of Massachusetts Department of Industrial Accidents Office.of Investigations 600 Washington Street Boston,MA 02111 www-mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/In&vidual):. a (;V���`�{u t �►�' Address: 14. td a City/State/Zip: .06�4#0�o 6A ii 4'LB rY Phone#: lq`&k 7?1 .J 4 Are you an employer? Check the-appropriate box:. Type of project(required): 1,9� am a employer with_ af _ 4• ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part time).* have hired the sub-contractors 7.listed on the attached sheet 1 8. ❑ Remodeling 2.❑ I am a sole proprietor or partner- . ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 1l.❑ Plumbing repairs or additions 4 myself. [No workers c. 152, comp." � §1O,and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: �• t Homeowners who submitthis affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such lC ontractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 4 a rig* Policy#or Self ins.Lic..#: = Expiration Dater r �� Job Site Address: sc-h City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$.1,500..00 and/or one-year imprisonment, as well as,civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify yqder the pa' a aloes of perjury that the information provided above is true and correct. Si afore:. Date: Phone#• C-t,, 5-kevl Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and.Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. - Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire,.,, express or implied,oral or written." An employer is defined as:".an individual,partnersbip,;association, corporation or other legal entity,or any two,or more of the fore oing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the g ever.-the association or other le entity,employing employees. How_ . assoc � - receiver or trustee of an individual;partnership, l� ty , owner of a dwelling house having not more than three apartments and who resides therein, or,the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work-on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer`" MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence-of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its'political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with'the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es) and phone number(s)along with their certificates) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners; are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should ; be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below.. Self-insured companies should enter their. self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permiVlicense number which will be used as a reference number. In.addition, an;applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"'the applicant should write"all locations in ' (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that.a valid affidavit is-on file for:future permits.or licenses..A new affidavit must be filled out.each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office.of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts . -Department of Industrial.Accidents ..Office 9 Investigations 600 Washington Sheet Boston,MA 02111. Tel. #617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-727"7749 Revised 5-26-05 . www.mass.gov/dia 6 piT Wq.A 2 P . :_ .i..,i I-�1' . 11 u A, CERTIFICATE OF INSURANCE LSSUE]DATE(MX4/DD1YY) PRODUCER tes j F_W—F6 ILI CONFERS NO RICATS tr?OX THE CanwICATE ROLDEk. nUS CERTIFICATE Miller*Canin�. OR LjFa DOES NOT A-MEN113,X=,ND THE COVEIIAGE AFFORDED j8 YTHE dba Dowling&O'Neil Ins Agcy 222 West Main Street COMPANIES AFFORDING COVERAGE HYumis, MA 02601 willi,un W Croston COMPANY A I N1. Muta Insurance Co dba William W Crosson Buildim!Contrkr�t�,r LETTaR A P 0 Box 138 COVERAGE A r7 08terville, MA 02655 COVERAGE$ '7CS_UEZ0 TO THE MS IS TO C07IFY THAT TKF POLICX5 01- 1�Lybrr-"C� iKOW HALT;9FFN q UnD NWE5 ABOW POR TREPOLICY Pam INDICATED.NOTWITF8TA14DWG ANY REQUMEMM,TERM OR CONDITION OF ANY CWrPUCT(A OTHER DOCUtEN"lum RusPECT TO WMCH THIS t C13RTMCATE MAY BE nsuED oR SLAY sPUt FAIN,THE 1.14SI41LAYCE AYW?j)ED Sy'um POLICIES bESCMED HEREIN 15 SUBJECT To ALLTHE TERAIS, EXCLUSIC).NSAN'DCOr-ZDITIONSOPSUC!4poLIMS, LP.,-M SHOWNJ�,Lky PAVE BE04REDUCEoByp'AMCLAIMS, col Lek' TYPE 07 lKsUpuVICE K)LICT m:MBIR i FOLICY rIMCME POLICY EXPMATIO� I DAU(MMIDDIM DATR(mMWiyy) LBOTi jc�EN�WMXAkL Ty T CfNE_%AL AWA&GATE COMMERCIAL GENERAL LIABILA-Y LAU45MADE kul, 1 TFAiONAL&ADV.It "0WI`&R'S A COWRAcrok.s ppo,_ EAC-14 OCCURUNCE TS :P[P.E DAMA05(Any ore fir.) 'PENSE�Afly 013mb I:vAmv S iM& IAAJ rCMOBZLE L1.1111M L-MMNLD SINGLE &14YAUrD 1.3: AT-L OWNED AUTOS • �=Ly I)qjupy SCHUJULEDALT, 35 ;(Per pamw HIRRV AUTOS Wuly ImURY NQN.Q%NEDA'.1TCS (per wgidmo GARAGE LIA81UTV PROURTY DAMAGE EtiC&SS LIABILITY .UMBRELLA FORM __k"H occIJUENCE AUma&ATE OTHER THAN UMMLLA FORM WORKER'S C0JXPE!1-'8ArJ(JN AND THE MOMETOP.1 09108/2006 090r.Z007 _FLaimAccxa1___ Mrt ,GFFICFF.8 ARE: CERTOICATE HOLDER CAKFILATION ANY OF THE ABOVE.DFSCRMED POLICIES BE CANCELLED!EPW��1'.0 CAPE COD MGNT BROKMUGE EXPMA7140-N D,..',TE THERSOt- rHL 1SWINQ COMPANY WILL ENDnAVOR TO MA U- 10 DAYS%VRM-ENNOTY-ETOTliE CERTIFICATE HOLDER NA-M-DTC)TAF UFT,BUT FA!LLW TO MAIL SUCH N-OTICE SHALL DMW NO OjaucAnox OR - P 0 BOX 306 LWILITY' OF A14Y 04D UPON T Hr- ComPANY, as AGENTS ok M-PRESENTATIMi- ORUANS,AIA 02633 A1_rFH0H1ZW REPRESF-WTATIVE Town of Barnstable Regulatory Services RAMSzesi.E. ' Thomas F.Geiler,Director y nsnss. $ `bA,Epa`0 Building Division Tom-Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town..barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 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 nth other requirements. n o Type of Work: b� - Estimated Cost Address of Work: SC.k IV Ch-,a t Owner's Name: L�w' Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 Building not owner-occupied []Owner pulling own permit 4 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 ent of th er: Date Contractor Signature Registration No OR Date. Owner's Signature Q:wpfiles.forms:homeaffi d av Rev: 060606 ' Table J&Ub(continued) Prescriptive Packages for One and Two-Family Residential Buildings Heated with-hull Fuels MAXfMUM MINIMUM Gla.ing Glazing Ceiling wall Hoar Bascneat Slab Hearing/Cooling Ate'Cis) U-value= R-value' R-value' R-value° Well perimeter Equipment E1Fciencyr F=kage R-value° R-valuer 570I to 6500 Heating Degree Days' 12% 0.40 38 13 11 1 10 6 Normal R 12% 0.52 30 19 19 1 10 1 6 Normal S 12% 0.30 38 13 19 1 10 6 85-AFUE T 15% 036 38 13 23 N/A NIA Normal U 13% 0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 23 N/A NIA 85 AFUE w 15% 0S2 30 19 19 10 6 8S AFUE X 19% 032 38 13 23 N/A N/A Normal Y i s%. 0.42 38 19 2S N/A N/A Normal Z 18% 0.42 38 13 19 10� 6 . 90 AFUE AA I9% 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): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION, BUILDING INSPECTOR APPROVAL: YES: NO: q-for=4980303a `pp1HE�p�y�pn The Town of_ Barnstable - Department of Health Safety and Environmental Services BARNSTABLE. MASS 9 . 0p 039. ptE0 MAC Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location �2 r'-- �i�iV�u Permit Number Z�Q�0 3 7 Owner / r A n ���c� Builder C n�' Wg:.' One notice to remain on job site,one notice on file in Building Department. The following items need correcting: c��z�Y �0�'✓aUZ�Z—�10�/? /�tl �rI9-vt r�� ���L>�e cy r G—mx f,cry C CG S� GZ" �CGG �� Lip- /2 Please call: 508-862-4038 for re-inspection., Inspected by Date r RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 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) square feet x$32/sq.ft._ �2j 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= STAND ALONE PERMITS Open Porch x$30.00 (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) x Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) f e Permit Fee (� Projcost Rev:063004 rz..A� xy,�Y,e ,,. . '!+ :ti '++^. rvy ';l-. � wi" w.x. ?z•s�p J a' '� 'rCsi _ d `oF.HE Town.of Barnstable BARNSTABLE. Regulatory Services MASS. °lE1639. . Building Division 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection O Location Permit Numb-r 1.L_AF-e-,_ - Owner Builder , One notice to remain on job site,one notice on file in Building Department. The following items need correcting: . 0 I e �, f t z Please call: 508-862- 8 for re-inspection Inspected by p j Date ( I 1 7 PHILBROOK 107 BEACH STREET ENGINEERING & DENNIS, MA 02638 CONSTRUCTION 1 508 385 8682 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS 9 October 2006 To: Mr. Bill Croston - Builder Subject: Roof & Floor Beam Reviews - 3 Car Garage/Bedroom Addition Reference: CONSTRUCTION PLANS prepared for FRANZBLAU Residence 724 Santuit Road, Cotuit, MA Dear Bill: The following information addresses work to construct the proposed addition. There are a couple of off-set load paths which are noted below and shown on the referenced plans for yours and the Bldg. Depts. review. The design uses loads from Tbl. 3603.1.3 in the Massachusetts State Building Code, 6th ed. and will provide a minimum of L/240 for all beam total load stiffness: Floor Live Load - 40 lb/sq ft (Living Space) Floor Dead Load - 15 lb/sq ft (plywood, GWB, FG & joists) Attic Dead Load - 10 lb/sq ft (GWB, FG & Joists) Roof Live Loads - 25 lb/sq ft (6/12 Pitch in Zone 1) Roof Dead Loads - 10 lb/sq ft (shingles, plywood & rafters) The following information highlights sizes and connection requirements. Please refer to the attached Sheets All, A10 & A9: N Splay ceiling at rafter extension below high flat ceiling #1 Rafters & Ceiling Joists (Ail) The 21'x 10" ceiling joists stop higher -than the beam bearing. The 21'x 10" rafters set into Simpson LUS210 flush mount hangers #2 Flush Ceiling Beam - approx. 26 ft in 2 spans (All) 3.5"x 9.5" BCI Versa-Lam® 2.OE member. Run continuous as noted and fasten to column tops w/ pairs of Simpson LSTA15 strap ties #3 Center Post (Ail) 411x 6" #2 Doug-Fir solid stick. Set tight to plates and install solid blocking between floors to wall below. Continue load path #4 End Posts (All) 41'x 4" #2 Doug-Fir solid stick. Set tight to plates and install solid blocking between floors to wall below. Continue load path #5 Dedicated Wall Beam (flush in floor package) (A10) 1 ea 1.75"x 9.25" Versa-Lam® 2.0E member. Align w/ stepped-over wall above. This member maybe cut from 9.5" product. Run this member continuous as shown #6 Solid Blocking (A10) Provide row of solid blocking for bearing wall above #7 Heavy Beam (A10) W10x45 ASTM Grade 36 fastened to post w/ a pair of 1/2"x 6" lag & bolts. Fasten to the steel header w/ a clip angle. Bolt a 211x 8" (A9) bearing sleeper w/ 1/2" bolts stagger spaced 32" o/c along the top. Strap and wrap for fire protection PHILBROOK N ENGINEERING & CONSTRUCTION 107 BEACH STREET DENNIS;MA 026W 1-508.385-8682 9 October 2006 Reference: CONSTRUCTION PLANS prepared for FRANZBLAU Residence 724 Santuit Road, Cotuit, MA #8 Light Beam (A10) W10x26 ASTM Grade 36 fastened to posts w/ pairs of 1/2"x 61, lag & bolts thru the bottom end flanges. Bolt 2"x 6" bearing sleeper (A9) w/ 1/2" bolts stagger spaced 32" o/c along the top. Strap and wrap for fire protection #9 Header Beam (A10) W10xl9 ASTM Grade 36 fastened to posts w/ pairs of 1/2"x 6" lag & bolts thru the bottom end flanges. Prepare for the 211x 6" top (A9) wall plate w/ holes for 1/2" bolts stagger spaced 32" o/c along the top. In the web provide holes for installation of 21'x 10" ripped-to-fit solid packing stagger spaced 16" top & bottom #10 Clip Angle (A10) Standard 2 bolt 1/4" stock double angle connection. Use 3/4" & A325F washers in standard holes (13/16" dia. ) . Cope top and (A9) bottom flanges of the W10x45 to fit (Ag) Wood Support Columns Stock (all locations) ; BCI 1.7E. 2,650 Fb Versa-Lam® Columns #11 WlOx45; Versa-Lam® 5.-2'5"x 7" (1 ea) #12 W10x30; Versa-Lam® 3.5"x 7" (2 ea) #13 WlOxl9 (Header) ; Versa-Lam® 3.5"x 5.25" (2 ea) Set bottoms tight to 2"x 6" PT SYP sill plate at foundation #14 Standard Foundation (A9) As drawn the plans show a 10" wall on .a 12"x 24" wide continu- ous strip footing. IF this detail is maintained then there is enough bearing capacity in the wall/footing assembly for the point loads. Run dropped wall continuous across door openings Respectfully submitted, T. VARNUM PHILBROOK, P.E. uu y Encls; Design Calculation Summary & Drawing Sheets All, A10 & A9 dF s . T. VARNUM v' PHILBROOK MECHANIOAI- V No.3p63O �fGISTE \ /O&AL V I PHtLBR00.K • ENGINEERING !FIELD REPORTMORKSHEET Project No: 107 BEACH STREET DENNIS.W,02= Sheet No: t• of GENERAL DESCRIPTION Bill Croston Builders, 508-428-8657 Narrative: 3 Car/Guest Bedroom 1-1/2 Addition to Contemporary Cape ---------- r Location: FRANZBLAU, 724 Santuit Road, Cotuit, MA Construction: 211x 4" @ 16" o/c Platform Frame w/ Dropped Garage and i ------------- Flush-in-Ceiling Support Beams i SPECIAL CONSIDERATIONS Use Group(s) : R-4 (1 Family Residence) ------------- Construction Type: 5B (unprotected) ------------------ Misc or Comments: o Plan Review for Addition, Layout Checks F ----------------- o Design Review - Garage & Header Beams w/ Support &Connection Checks f o MFR Certificate w/ Notes DESIGN CONSIDERATIONS A Soil Data: - Site Plan or Boring Log available: NO - Preparer of plan or log: I Direct Observation: YES - Nearby P06-02, P from CC Atlas - Qmp - Medium Sand, Gravel Descri tion- P � USCS = SP (SM) SBC Class = _-8-_ Specifics: Br(allow) = 21500 lb/sq ft w/ 20% allowable width increase Fire Data: Maintain Full l hr Fire Separation between house and garage Loads SBC Location #/sq ft . Dur Note 1st Floor 70 1.0 Garage 2nd Floor 40 1.0 1/2 Family Living Attic 0 1.0 non-expand r Partitions: 2x4/6 ` 12 1.0 Bear/Non-Bear Snow - m = 6/12 & 10/12 25 20 1.15 Zone - I Wind - Ref Pres = 21 Zone - 3 worst +/- _ -.7 -15 1.33 ESP - B/C # Loadings 1 1st Floor 2nd Floor Attic Roof Roof ------ -------- ---------------- ----- ---_LIVE LOAD 1 70 40 0 25 20 ------ -------- ------- -------- ------------------------ p DEAD LOADS 11 50 13 8 8 8 Misc I Concrete, 21'x 10" Joists & Rafters FIG & GWB DESIGN TOTAL 1 120 55 10 35 30 w/ round I w/ 5% on DL NET UPLIFT = not checked P82•FRW7 PHILBiR0OK P66•y y ENGIN'EERkNG FIELD REPORTIWORKSHEET Project No: 107 BEACH STREET lP.e({., .. of .. 0ENNIS,W0280b Sheet No. GENERAL DESCRIPTION Bill Croston Builders, 508-428-8657 Narrative: 3 Car/Guest Bedroom 1-1/2 Addition to Contemporary Cape Location: FRANZBLAU, 724 Santuit Road, Cotuit, MA Construction: 2"x 411 @ 1611 o/c Platform Frame w/ Dropped Garage and ------------- Flush-in-Ceiling Support Beams DESIGN ANALYSIS: Rafters; 2"x 1011 #2 KD S-P-F @ 1611 o/c.. 1 Span @ 1416" face-face Wul = (25 + 15) lb/sq ft x 1.33 = 53 lb/lf Use Simpson LUS210 flush frame hangers. By Inspection OR Header; 3.5"x 9.511 BCI V-L® w/ Fb = 2,800 PSI & E = 2.Ox10(6) PSI 2 Span condition; 141311 & 111911 continuous member r Wul = 26.51/2 x (25+10) + 241/2 x (10) + 15 lb/lf Wul = 600 lb/lf Mmax — 13,170 ft-lb fb(req) = 3,000 PSI F'b(allow) = 3,304 PSI w/ 1.15 duration factor Center Post; 4"x 611 #2 Doug-Fir w/ Fc(ll) = 1,485 PSI & E = 1.2x10(6) PSI i Pmax @ Post = 9,750 lbs Leff = 7.5 ft Leff/d = 25.7 fc(ll)req — 506 PSI F'c(ll) allow -= 544 PSI l w/o 1.15 duration factor OK End Posts; 4"x 411 #2 Doug-Fir in walls. By Inspection OR Floor Beam; 1.7511 x 9.25" BCI V-L® w/ Fb = 3,100 PSI & E = 2.Ox10(6) PSI 3 Span condition; 81011, 121911 & & 91611 continuous member j Wul = 13' x (12) + 5 lb/lf Wul = 165 lb/lf Mmax — 2,555 ft-lb fb(req) = 1,227 PSI F'b(allow) = 2,860 PSI OK w/ .9 duration factor OK Light Steel Support Beam; W10x26 w/ Fb = 23,800 PSI; E = 29.0 x 10(6) PSI Wul = 26.51/2 x (40+15) + 25 lb/lf plus Floor Beam Point Load Wul = 755 lb/lf from joists Pt = 2,100 lb Simple Span = 221011 Pt @ 201611 Conservative Added Moments Mmax = 48,615 ft-lb - Sreq = 24.5 in(3) Savail = 27.9 in(3) OK t DELmax = 9411 (@ 85%) DELact = 1.011 for W10x26 OK Heavy Steel Support Beam; W10x45 w/ Fb = 23,800 PSI; E = 29.0 x 10(6) PSI Wul = 211/2 x (40+15) + 11' x (12) + 600 lb/lf from roof above + 45 lb/lf plus Floor Beam Point Load Wul = 1,345 lb/lf floor/roof Pt = 1,930 lb Note - total floor provides for hip roof at outside Simple Span = 221011 Pt @ 201611 Conservative Added Moments Mmax = 84,100 ft-lb ` Sreq = 42.4 in(3) Savail = 49.1 in(3) OK DELmax = 9411 (@ 85%) DELact = 1.0111 for W10x45OK i Header Steel Beam; W10xl9 .w/ Fb = 23,800 PSI; E = 29.0 x 10(6) PSI Wul = 13' x (12) + 25 lb/lf Wul = 180 lb/lf from joists Pt = 15,100 lb Simple Span = 91611 Pt @ 6181, V•41 Conservative Added Moments Mmax = 31,850 ft-lb Sreq = 16.1 in(3) Savail = 18.8 in(3) OK DELmax = not checked, Short Span OK � 0f . Wood Columns (all locations),; BCI 1.7E 2,650 Fb Versa-Lam® Columns W10x45; Steel Clip Angle & V-L 5.25"x 71' T. VAR UM W10x30; V-L 3.5"x 711 ; 'PHILBRO 'K W10xl9 (Header) ; V-L 3.5"x 5.2511 N.O. 30QO L Connect all beam flanges to top of poets w/ pairs of 1/2"x 6" lav OR ' Set bottom tight to 2"x 61' PT SYP sill plate at foundation Q Foundation Bearing; col Width + 4 x Wall 't' FSSJpryAt' Bearing = 3911 (3.3 lf) Total Weight = Column Point plus Contributory Wall/Foundation 9 Q(n00L'zo L' = 16,760 lb + 3.3'x 100 lb/lf + 3.31x 385 lb/lf = 18,360 lb Bearing Area = 2.0' x 3.3' = 6.6 sq ft Soil Bearing = Total Weight/Area = 2,781 The OK For use w/ width increase = 3,000 - 150 = 2,850 lb/sq f( OR P82 FRW-7 T.Vamurn Philbrook, P.E. Title: FRANZBLAU Job#P06-44 PHILBROOK Engineering Dsgnr: OLDE CAPE Bldg.Co. Date: 10:47AM, 9 OCT 06 107 Beach Street Description:Residential 3 Car Garage/Bedroom Addition w/Stair Connectors Dennis,MA 02638 Scope: Garage Steel Beams/Headers 1-508-385-8682 Roof Flush Beam Rev: 580004 User:KW-06G0325,Ver5.8.0,1-Dec-2003 Multi-Span Timber Beam Page 1 (c)1983-2003 ENERCALC Engineering Software multiTecw CALCULATIONS Description P06-44: FRANZBLAU RoofMlall Beams General Information Code Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined Boise Cascade,Versa Lam 2800 Fb Fb:Basic Allow 2,800.0 psi Elastic Modulus 2,000.0 ksi Spans Considered Continuous Over Support Fv:Basic Allow 190.0 psi Load Duration Factor 1.150 Timber Member Information Description Roof Beam Floor wan Beam Span ft 14.30 11.75 8.00 12.75 9.50 Timber Section Versal-am3.5 Versal-am3.5 Versal-aml.7 Versal-aml.7 Versal-aml.7 x9.5 x9.5 5x9.25 5x9.25 5x9.25 Beam Width in 3.500 3.500 1.750 1.750 1.750 Beam Depth in 9.500 9.500 9.250 9.250 9.250 End Fixity Pin-Pin Pin-Pin Pin-Pin Pin-Pin Pin-Pin Le:Unbraced Length ft 1.33 1.33 1.00 1.00 1.00 Member Type Loads Live Load Used This Span? Yes Yes Yes Yes Yes Dead Load #/ft 270.00 270.00 165.00 165.00 165.00 Live Load #/ft 330.00 330.00 Results Mmax @ Cntr in-k 113.9 58.1 6.5 15.8 11.2 @ X= ft 5.62 7.75 2.56 6.20 6.14 Max @ Left End in-k 0.0 -157.1 0.0 -22.8 -26.1 Max @ Right End in-k -157.1 0.0 -22.8 -26.1 0.0 fb:Actual psi 2983.6 2,983.6 914.6 1,044.0 1,044.0 Fb:Allowable psi 3:208.4 3,208.4 3,181.5 3,181.5 3,181.5 Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 3.37 4.64 0.42 1.03 1.01 Shear @ Right k 5.21 2.41 0.90 1.07 0.56 fv:Actual psi 211.6 188.1 71.0 86.4 82.2 Fv:Allowable psi 218.5 218.5 218.5 218.5 218.5 Shear OK Shear OK Shear OK Shear OK Shear OK Reactions&Deflection DL @ Left k 1.52 4.43 0.42 1.93 2.09 LL @ Left k 1.86 5.41 0.00 0.00 0.00 Total @ Left k 3.37 9.84 0.42 1.93 2.09 DL @ Right k 4.43. 1.08 1.93 2.09 0.56 LL @ Right k 5.41 1.33 0.00 0.00 0.00 Total @ Right k 9.84 2.41 1.93 2.09 0.56 Max.Deflection in -0.562 -0.141 -0.012 -0.115 -0.043 @ X= ft 6.29 7.36 2.67 6.29 5.76 Query Values Location ft 0.00 0.00 0.00 0.00 0.00 Moment in-k 0.0 -157.1 0.0 -22.8 -26.1 Shear k 3.4 4.6 0.4 1.0 1.0 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 T.Vamunl Philbrook, P.E. Title: FRANZBLAU Job#P06-44 PHILBROOK Engineering Dsgnr: OLDE CAPE Bldg.Co. Date: 11:37AM, 9 OCT 06 107 Beach Street Description:Residential 3 Car Garage/Bedroom Addition w/Stair Connectors Dennis,MA 02638 Scope: Garage Steel Beams/Headers 1-508-385-8682 Roof Flush Beam Rev: 580007 User.KW-0600325,Ver 5.8.0,1-Dec-2003 Multi-Span Steel Beam Page 1 (c)1983-2003 ENERCALC Engineering Software multi7.ecw:CALCULATIONS Description P06-44: FRANZBLAU Garage Beams General Information Code Ref:RISC 9th ASD, 1997 UBC,2003 IBC,2003 NFPA 5000 Fy-Yield Stress 36.00 ksi Load Duration Factor 1.00 Spans Considered Continuous Over Supports Span Information Description Heavy Beam Header Beam Light Beam Span ft 22.00 9.50 22.00 Steel Section WlOx45 WlOx19 Wlex26 End Fixity Pin-Pin Pin-Pin Pin-Pin Unbraced Length ft 1.33 6.70 1.33 Loads Live Load Used This Span? Yes Yes Yes Dead Load Wit 0.200 0.180 0.230 Live Load k/ft 0.420 0.530 Dead Load k/ft 0.140 Live Load Wit Start ft End ft 22.000 DL @ Left k/ft 0.270 DL @ Right k/ft 0.270 LL @ Left k/ft 0.330 LL @ Right k/ft 0.330 Start ft End ft 22.000 Point#1 DL k 1.930 6.840 2.100 LL k 8.250 @ X ft 20.500 6.700 20.500 Results Mmax @ Cntr k-ft 83.73 31.34 47.57 @ X= ft 11.15 6.71 11.15 Max @ Left End k-ft 0.00 0.00 0.00 Max @ Right End k-ft 0.00 0.00 0.00 fb:Actual psi 20,460.4 19,995.5 20,474.0 Fb:Allowable psi 23,760.0 21,600.0 23,760.0 Bending OK Bending OK Bending OK fv:Actual psi 4,740.7 4,491.2 3,841.2 Fv:Allowable psi 14,400.0 14,400.0 14,400.0 Reactions& Deflections Shear @ Left k 15.09 5.30 8.50 Shear @ Right k 16.76 11.50 10.32 Reactions... DL @ Left k 6.84 2.87 2.67 LL @ Left k 8.25 2.43 5.83 Total @ Left k 15.09 5.30 8.50 DL @ Right k 8.51 5.68 4.49 LL @ Right k 8.25 5.82 5.83 Total @ Right k 16.76 11.50 10.32 Max.Deflection in -1.018 -0.144 -0.998 @ X= ft 11.00 5.19 11.00 Span/Deflection Ratio 259.5 793.1 264.4 Query Values Location ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shear k 15.09 0.00 5.30 0.00 8.50 0.00 0.00 0.00 Moment k-ft -0.00 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 Max.Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 UIT R SANT S 73"49'30"`W ` 275.95' 300' 3 . cn ,rr `` 119.8' PR P ' Dirt � /s00, i x; 22.6S, , � W nG^ o • '- �.NO f./� 1 a HS•� - LSO 54 so A T J' 4�� 061 SF PLOT PLAN.OF LAND LOCATED IN COTUIT,MASS. PREPARED FOR f k 2G4.6T ELLEN FRANZBLA.0 73° 49'33"-W 'I _ t 30 2. 06 SCALE: 1 DATE.AUG.3, O CAPE & ISLANDS ENGINEERING MASHPEE,MASS. J / f i SAN TUIT READ S 73049'30"W 275.95' 30.0' , o� �., 32.00, 119.9, GRpppSE✓ z / D g / Z � gJr o' *7 o 0 o E.N0.724 cp �`�✓ ;�OT 54 481061 SF O d "I certify that thefoundation shown on PLOT PLAN OF LAND LOCATED IN this plan is as it actually exis s COTUIT,MAS S. ground and that it con o PREPARED FOR Barnstable zoning re "F�J ' yard setbacks." o� VO ,,�W 204.67 ELLEN FRANZBLAU \HAP, S 49'33"W - - - � DATE:AUG.3,2006 SCALE: I"=30' 85 CAPE & ISLANDS ENGINEERING date.Aug.3,2006 �FG�, ��« ;�� MASHPEE,MASS. flood zone/non-hazar U' t LaNU s� popprd724 r , �ems�aa®fie - , 42'-O" 4'-3 ° ��-O" 3'-6" �'-(o" 15�-5;' y 4 -3� 7- `1 3032 3032 3032 3032 2032 ii4" - Q 2'-6 cl p --------- --------- 4 ---- ---------- �-- cq 9� g �2�� v 10 O m 3032 3032 3032 3032 - -244" r 3'-4': 2'-lam° x cN . e c Q = - Q 2� 2" - 2' - 2'8" a _ c i CN --————— -- ---- D , ------ -- G - --------- tr1 - p1 T C o17 _ • 0° 3-1 " x x V-41 x _ --------------------------------'----------------------------------------- i 42 -0 IBP46E1` ENT PLAN-EXISTING- SCALE: 1/4" . V-O" 4 R 6'-2us" x 3'-544" 2032 3032 u v II I o r , --- f , Ad (�- ,. ze ----------- I is .jE 1 Q ca 1 S JAN n I a I i. tF I 11 i 4'_p' L2�-1 +i I . 18'-49oh i wd ol 1 t I 1 r _ , I Q 1 1 , 1 I I TW2852T3 TW3032 �^ TW2 42-3 , 0 2 fit ` , � _ 3'-138° x 3`-4" i?emOVe W1{r1CIOW 61_2Py41 x 3'-41 1 - Lj - I ,' 1 ---- ' w o ----------------------------- ---- Tr - 11 41 1 ' I i ---- madroo�n - 1 _ ---------; ComputerLr========= -- R001'ti't 10,��J3/��==______= - i D I , p ..- 3'_1.�`II x 3'-4N 1 3,-1%„ x 31-4n __ ---- — 1 6'-2�'411 x 3'_411 1 I 1 --- '- - -k•---- -----J ` -------.---- ------ - ----- -- -------- --- --------- IBASF.MENT FLAN- NEW SCALE: 1/4" l" t �A A- 12 6 12 04 FORD ®. 13 r � ri 5UILDING SECTION A SCALE: 1/4" I'-O" C ,ry SS LL �..d.vn, f3 sew / F ' g _ Li DID �- 01 DID • ; Cf, f I I 1 1 1 I I f 1 t 1 1 I II - 1 I 1 1 I I 11. I I - I i •[ ///f I l/}/ _1 �h(� - - f- 1 NEW 2xIO RAFTERS SISTERED 1 I 1 1 1 1 I 1 11 TO EXISTING 2x& RAFTERS OLD RIDGE REMOVED NEW 2x12 lIDCxE W J EGG 'L 4 T� New 2x8 COLLAR TIES IN UPPER THIRD OF RAFTER (height 10 be dEt8rmt ell} NEW 2x1O RAFTERS ROOF FRAMING. PLAN SCALE 1/4" . V-0" � `, - .., , ' ii t � � , �� � oy , k r � � � - . ,. _ �� ,. 4�r'� r _ f ,r ��r�� -_ . � } y , j Y ra Y- -}, �`.. 17 SMOKE DETECTORS REVIEWED PLAN FOR ADDITIONS-4 RENOVATIONS AT BARNSTABLE BUILDING DEPT. DA E FRANZIBLAU RESIDENCE FIRE DEPARTMENT DATE " BOTH SIGNATURES ARE REQUIRED FOR PERMITTING \�{ 124 SANTUIT ROAD © 3 , � r7?7 COTLIIT MA. 02635 . IMPORTANT UPGRADE REQUIRED' STATE BUILDING CODE REQUIRES THE UPGRADING OF DRAWN 8Y: SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED, NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT QQgS_N_ol SATISFY THIS REQUIREMENT ' 4 BUILDING CO,• INC- 1600 FALMOUTH RD., SUITE 31, CENTERV ILLE, MA. 02632 CARBON MONOXIDE ALARMS t; PHONE: 508-428-3200 MUST BE INSTALLED PER FAX: 508-420-1321 MASSACHUSETIS BUILDING CODE EMAIL: INFOoOLDECAPEBUILDERS.COM - OWNER OF RECORD: v HOWARD and ELLEi 41 FRANZBLAU 124 SANTUIT R0. INDEX: l . COTUIT MA. 02635 A-1 F_X/ST/NCs FLOOR PLAN6 ram. - A-2 FOUNDATION PLAN _ A-3 LOWER LEVEL FLOOR PLAN A-4 MAIN FLOOR PLAN A-5 FRONT ELEVAT/ON A-6 REAR ELEYAT/ON A-1 LEFT t R/6N7' ELEVA TIONS A-8 6ECT/ON6 A-S LOWER LEVEL FRAMI)V6,PLAN A-10 MAIN FLOOR FRAM/Nls PLAN ASSESSORS MAP/PARCEL A-I1 ROOF FRAM/N6 TOWN OF BARNSTABLE - 006/044 42-0 4'-315" T-O.. 3'-6 - 15' 3D3} 903x 303J J032 DRAWN BY, PF 303x CNECKED BY. PFC. - ° t,1 LA R ------- ' - --------- -------- _ / N 3D33 3D32 - -9p32 3032 a 42'-0" � e m Q Z; 1ST FLOOR PLAN-EXISTING \� ! a z e BC E.V4•.1W . —1 Q E 3'-4° 7-I%•x 3'-1' 3'Jh'x 3'-4• ar Jo• re•- O N ..xx -^ � Nu N QQ�y r ---- --------- s _ N i 1 b-x%•x 3'�•. 3.-�°x 3-I•. 3.- •x 3,�.. DATE, `Q 8/i/O6 SCALE, 42'_0" PROJECT NO. 2005052 - 614EET NO. BASEMENT PLAN—EXISTINGc , acAl.e vP.ro• _ - COPYRIGHT . OLDE CAPE BUILDING CO.,INC.2004. NO. 1 OF 11 J DRAWN BY. PFC _ GHECKm BTU-PK 6'd SIM, 12 • - - NEW FOUNDATION 6"HIGHER THAN EXISTING. ---------------------------------------------------------------------------------------------------- .. ._ ---------------- ------------------ ------------------------------------------------------------------------------------------------------------- zzUg�U In 0 -- ---- e DIM DROP R• a i � � J i --------------------- ------------- --------------z--------- ---------------- footing f W ' s CIR AND OVE WALL s " -- ------------------- ----- I : i� v . v J� , , , m i ------------------------------------------------------------------------------------------------------------ -------------------------------------------------------------- -- -------------------- -- -------------------- -------------------------------- --------- °- o NEW FOUNDATION 6"HIGHER THAN EXISTING. Z w FOUNDATION PLAN N U PATE: - NEW � EXISTING 8/1/O6 " SCALE: PROJECT NO. 2005052 SHEET NO, 042 . COPYRIGHT OLDE CAPE BUILDING CO.,INC,2004 NO.2 OF 11 1 ' VRG By. PM CHECKED BT. FM 1:1 EJ El 1:1 OCID 44 FRUH 1100011 - o �� e m ouzo is z e � � o ° m 4 4CNI 3 FRONT ELEVATION - .. - - -q LL d r U DATE. SCALE: PROJECT NO, 2005052 SHEET NO.. ! A5 COPYRIGHT OLDE GAPE BUILDING CO„INC.2004 NO,5 OF 11 • - - DRAWN BY. PFC CHECKED BY, PFC GAB FIREPLACEy, a) , MASTS BEDROOM O o LINE OF WALLS BELOW A' Tw3+30 § ` -3,, • 16� WET BAR �� •. ® -" ]44° O '', « 16 >'46 WA -IN CLOSET BATHI _ ® 5/3 - .q fiAK• b'6b• Z Z W W ' CABINEfO a ]-0' lE• ', ,Q W GREAT ROOM b'-r� DOWN S • —Dow BEAT ✓ - � � � ' ' � ' _ _ C SV 4 GAB RREPLACE A - W u UP wNDau SEAT OFFICE ' � CABINETS b'3 3/16' � L \•l +� N L „O� Q GAB FIREPLACE ion 1W]04] lu r 42'4 O � MAIN and UPPER LEVEL DATE, SCALE, PROJECT NO. .. 2005052 SHEET NO. A4 COPYRIGHT OLDIE CAPE BUILDING CO.,INC.2004 r- _ NO.4 OF 11 . DRAWN BY, Pf CNECKm BY, P(C 10 .qp GUEST EDROOM p �. P W CLO 0 I LL i cJ 'p ® BAT V-W z 6W - Q L a s M1 _ A IUCI _ �/ mob• AREA LAUNDBATH o � I(�p 6_�K• e,• 8 e. �jc �O�9 l—JVJ BATH ` ' O °b• D AR GARAGE = o Z i�l � uP i CLO, FAMILY ROOM e m o z z a - E'b, , DOWN YaK• ----_, (1 S � _ S fC ^ _ - BEDROOM. lb. o \ ,w„ HOME OFFICE -4 W k' . '.' Ilro of ml of TW3p3]-3---------------- .. cq Lu/N�/ GARAGE and LOWER LEVEL _I - f - DATE- - SCALE: PROJECT 140. 2005052 SHEET NO. - COPYRIGHT OLDE CAPE BUILDING CO.,INC.2004 • N0.3OF11 ORAYIN BYE Pi'L LHEGKm BYr PFC z - s ao g In aoLLQ z s IIIIIIH eI - MEN J O LLL,.J MN S Q Q � H { LU Z M _ a Sao REAR ELEVATION -q r- U DATE, J - - - - 8/1/06 SCALE, .. PROJECT NO. .. 2005052 - - SHEET NO. COPYRIGHT ' OLDE CAPE 6UILDING CO.,INC.2004 - - _ NO.C.OF II ' DRAIUN BY. PF CHECKED BY. I'M _ ` • _ W M 4 Q V m r� •v c,0. w e m aaLL ~a 00130 o LL W 00 u� 00® ®®® ®®® 4 wa° in id �- aa � 3: LEFT ELEVATION' Y ELE BCALE.V4 .19 RIGHT ELEVATION a c SCALE.V4•.1W Q r V DATE, w - SCALE, _ PROJECT NO. 2005052 SHEET NO. COPYRIGHT OLDE CAPE BUILDING CO.,INC.2004 .: NO,9 OF 11 4 DRAWN BT. p- .. _ CHECKED BYE PFG • - i z cl u SECTION B Z U 0 w 1/411= P-011 a w 9 s m ozze 3IL Z 0 m TOP OF PLATE -- -- 8@ 8@ B 8 I@ 18 Z u p M 4 O o❑ Q � 0ON MEMO !1l o atd ®o z ®® o❑ _TOP OF SUBFLOOR -- -- Noun R WALL Q r(1 N TOP OF GA AGE WA -„-- - _ a a a 9' hJ 4 zero .. oo - oo ®® ao ao m ~ TOP OF 5UBFLOOR 000 ®�® TOP OF NEW FOUNDATION ®®®-- --:m --- DATE: a a a TOP OF GARAGE 9LA ' 8/V06 a a SCALE: .. PROJECT NO. 2005052 • - SHEET NO. SECTION A v411. 1,-0II8 COPYRIGHT - OLDS CAPE BUILDING CO.,INC.2004 NO.8 OF 11 1 C11KKm BT, PAC a ai I iUl ,o z e m g� gg STEEL GARAGE 0 DOOR HEADER ------- EXISTING FRAMING - STEEL BEAM tu , / HATCHED AREA 5'LOWER --- - ---- - ------- - -- (AT SAME LEVEL AS EXISTING MAIN FLOOR) --- - ----- - ------- --- - --- ----- -- — — - -- - ----- Z C, Oc�v . - - - � Sao , M1 Z DATE: •�. .' w s SCALE: . ,r' ,`, - .• PROJECT NO. 2005052 SHEET NO. A10 COPYRIGHT OLDS CAPE BUILDING CO„INC.2004 NO, 10 OF 11 - ' e e DRFWN By,PFD . - DNEDKm BTr PiC Xf `r O ii Q O . LOWER OOF oa 2 zuwq IL z y � J . J E FWSFI BEAM NLU QM ` y — Z w Q ciz ROOF FRAMING PLAN ; ' .. DATE: . + SCALE: PROJECT NO. 2005052 SWEET NO. All COPYRIGHT t - - OLDE CAPE BUILDING CO.,INC.2004 NO.11 OF 11 a x, 3 t , ` Y • $ .a •. ° #, - 4 - DRAWN BY, PFC • • V CHWKW By. PF x , yr. � .... ° 4 C 1 , , , i ' ,... a ,, �� « `. .' ,' . .` s ats p• ' , ` � 4 v. , i ` v k • r , Q fa1 a + `p r� : , , R • b _ rA , 13 \ I NEW GARAGE SLAB "• / � b � e > �g , �/2XI2 GIRT � -• - .,.„ , o u a r o LNG AND:LALLY COL a ' - d5 a r e i� , IL z FOOTING FOR WALL - `� - x/ UNDER FLOOR.FRAMING ry: '•+. , e- - w ,e ° i `. NEW-SLAB- EXISTING SLAB w _ , i •- a v V. i a , a r - - • - ° r. r N , a a W- , { , r ,s,yy r r a' v " •- x A ' t. a i a a' , x r + n , .x .s + < S �L 3• Y LFI � r > _ - LOWER-LEVEL FLOOR FRAMING PLANS . . k... A 0 , • w - m ^ , J„ r .. ATE. r a• +- Or—ALE, 4 r 1/4' -0" x ' s - PROJECT 2005052 4 e .. _ e44EET NO. _ x•' , m n F :. . .:, ,. '. ',.. ..� s � ;. ..,° '. �- •.., �' - , . . - � COPYRIGHT m .. � ..�, _ - _• - ,. - r � _' , , - 'OLDE CAFE BUILDING CO.,,INC.2004' - ,. • NO 9 OF II .,, .k Hle rturrshr'r. 1 i 0309-1 UNREGISTERED LAND ffltor►iey: CAPE COD TITLE & ESCROW ,., r.erriler: 11,111 l 004- 19 Pe e 143-4 �,c7t' y 54 Oiviier: ELLEN FRANZBLAU, TRUSTEE ELLEN FRANZBLA ! REGISTERED L,A,NM �I rrlc : 3i 1012417 ? Cerf'r teale u - 71i1c.- rlssc:vsor-'.s err 5 13fJ : dr44Cetisus 1"rucl A' 01? �''GA (;I!,* (.11r�5',�"� l�;"�'1011�' ,��1��'�N Scale: '�"=so' � �► LOT 57 .._.----._...... ..,_..._.,,-._�� �._..... ...._._.... r 204,67' L 0 T 5 4800Wl S.F. LOT ,_5 6 -,A CD N D K .d••4h.. . 1 } `1M1 • Ir- f^ r 275.95 CERTIFICATION I CERTWN' TO THE ABOVE ATTORNEY, BANK,AND TH i'IR ,TITLE MURANCE COMPANY THAT TIIE MAIN BUILDING, FOUNDATION OR DWELLING WAS EN COMPLIANCE W111i THE LOCAL, ZONING BYLAWS IN EFFECT NVIIEN CONSTRUCTED ('VITA RESPECT TO STRUCTURAL SETRACK REQUIREMENTS ONLY) OR IS EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER hLaSS. GENERAL LAND' 'ITYLE VII, CHAPTER 40A, SECTION 7. FLOOD D Ei E)WINATION BY SCALE, THE DWEI✓I_iNG SHOWN MERE DOES NOT FALL WITHIN A SPECIAL rLOOD I IAZARD ZONE AS DEL11,41:ATED ON A MAT) OF COMMUNITY 25001Ca752J AS ZONE X DATED 7-I6-2014 BY THE NATIONAL FLOOD INSURANCE PROORlti11. OF K ' vzo / GARY S. ,:•., 01de Stone Plot Plart Service, LLC M a LABRIF_ P. O. Box 1166 Lakeville, MA 023 4 7- ��� tOVI Tel. 800 993-3302 Fax: (800) 993-3304 311CIP PLEASE NOTE: This inspection is not the result of an instrument survey. The structures as shown are approximate only. An instrument survey would be required for an accurate determination of building locations, encroachments, property line dimensions, fences and lot configuration and may reflect different information than shown here. The land as shown is based on client furnished information only or assessor's map & occupation and may be subject to further out-safes, takings, easements and rights of way. No responsibility is extended to the landowner or surveyor, or occupant. This is merely a mortgage inspection and is not be be recorded. SAN TUIT R�A� S 73049'30"W 275,95' 30' 0� M 33Q, 119' `P- FaLNIj 1A N 6� b �J z1 S S O6, M O _ O O O O O � N nn A / cI> LOT 5 48,061 SF O A 204.67' S 73°49'33"W PLOT PLAN OF LAND LOCATED IN "I cerrft that the foundation shown on PREPARED D F O R this plan is as it actually exists on the ground and that it conforms townof ELLEN FRANZBLAU Barnstable zoning reg yard setbacks.' a ► � DATE:NOV.29,2006 SCALE: l "=30' - sArvlcKl N� CAPE & ISLANDS ENGINEERING date.Nov.29,200 28085 MASHPEE,MASS. flood zone[non popprd724 s��O�AI �ANos� ,