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Home My WebLink About0080 SEAPUIT ROAD .� �.��-_ �'�`'� �� ,i Claims Processing - Arnica Scan Center Toll Free: 1-888-70-AMICA PO Box 9690 (1-888-702-6422) Providence, RI 02940-9690 Fax: 1-888-818-7318 AUTO HOME LIFE April 14, 2017 f• Barnstable Town Hall .367 Main Street, Hyannis MA 02601 4. v.• .`?�'v,-_�.Y- '-_ _ - .-...L��.=- _-.- �- .��v-�_-.... . r-_��- '+:i. - - -v++.s-.�.� �- _ - •i.G�-.. - Y `a-. � - .ice .' `,,._,� �,w ice•_.. File Number: 60002778057 r� Date of Loss:. 04/03/2017 CD Owner/Insured: Wayne P. Garrett Street: 80 Seapuit Rd Town: Osterville w � , rn Type of Loss: Lightning To Whom It May Concern: Please be advised that we insure the above named individual(s). A claim has been made for Damage to Real Property and as the insurer, we are presently in the process of adjusting the loss. We are mandated to comply with Massachusetts General Laws, Chapter 139 and as such, if there are any present liens on the above property, please notify us within 10 days of receipt of this letter. If we do not hear from you, we will be under no obligation to pay you any portion of this claim. , Sincerely, Z,� cJ. Brian S. Murphy Claims Department 888-702-6422 x21129 BMURPHY2@AMICA.COM ' AMICA MUTUAL INSURANCE COMPANY AMICA LIFE INSURANCE COMPANY AMICA PROPERTY AND CASUALTY INSURANCE COMPANY AMICA GENERAL AGENCY,LLC. AMICA GENERAL INSURANCE AGENCY LLC WEB SITE:WWW.AMICA.COM TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 118 136 GEOBASE ID 43869 ADDRESS 80 SEAPUIT ROAD PHONE OSTERVILLE ZIP - LOT 143 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 81253 DESCRIPTION POOL HOUSE UNFIN 2ND FL PERMIT 073891 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: FIELD, PETER Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 �tME CONSTRUCTION COSTS $_00 766 CERTIFICATE 'OF OCCUPANCY 1 PRIVATE 0 • 1AMS1'ABLE, MAss. BU I DIV IO BY DATE ISSUED 12/14/2004 EXPIRATION DATE Vp i� S 1253 TOWN OF BARNSTABLE v � , BUILDING PERMIT PARCEL IDI 118 136 GEOBASE ID 43869 ADDRESS 80 SEAPUIT ROAD PHONE OSTERVILLE ZIP - LOT 143 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 73891 DESCRIPTION POOL HOUSE/CABANNA PERMIT TYPE BUILDA TITLE NEW BUILDING PERMIT ACCES CONTRACTOI�S: FIELD, PETER Department of ARCHITECTS: • Regulatory Services TOTAL FEES: $366.29 i BOND $.00 �tME CONSTRUCTION COSTS $92,352.00 Q► 328 OTHER NONRESIDENTIAL BLDG 1 PRIVATE J ;0- • snRtvsrasi.E, • MAM 039. i i BIJILMN, L ISION DATE ISSUED 01/02/2004 EXPIRATION DATEB j } TOWN OF BARNSTABLE BUILDING PERMIT E pi PARCEL ID• 118 136 GEOBASE ID 43869 ADDRESS ,80 SEAPUIT ROAD PHONE OSTERVILLE ZIP - } 'r LOT 143 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 73891 DESCRIPTION POOL HOUSE/CABANNA PERMIT TYPE BUILDA TITLE NEW BUILDING PERMIT ACCES 1 CONTRACTORS: FIELD, PETER Department of ARCHITECTS: - Regulatory Services TOTAL FEES: $366.29 �`!�-BOND $.00 pU' �. CONSTRUCTION COSTS $92,352.00 I' 328 OTHER NONRESIDENTIAL BLDG 1 PRIVATE ' 0 • • BAMSTABLE, • MASS. 039. . �FDMP�A BUI D NG-D ISION BY I DATE ISSUED 01/02/2004 EXPIRATION DATE . v ✓ THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE f 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE gNICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS II r Jsu e� 71RIoY L'� ok 2 ® 1.2l 1g1D-q A_e_p 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I I 2 BOARD OFHEALTH T R: SITE PLAN REVIEW APPROVAL I U =UNTILP61MIT WORK SHALL NOT PROCE WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. e- I I� I t i S� 2- 24—• a 4 P-W F TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# �� Health Division � �03 4ala� S wv-, Date Issued Conservation Division "Y�ILOI —I Application ee Aj D " 00 Tax Collector .* I ® Permit Fee 3J b . 2 f r Treasurer ' SEPTIC SYSTEM MUST BE Planning Dept. IASTALLEp IN COMpUTAN Date Definitive Plan Approved by Planning Board WM TITLE S EhIIARONMENTAL CODE AN[ Historic-OKH Preservation/Hyannis TOli'l74 REGUUTIONS Project Street Address Yb IT— Ry Village t Owner WJ1,V)([�� ` Address Gzks � Telephone 5�0� Permit Request _1 4 R-y�T 1-7c� L oU L?` i— (,L A, Square feet: 1 st floor: existing proposed 4600 r:> 2nd floor: existing proposed Total new Zoning District r' Flood Plain Groundwater Overlay Project Valuation Construction Type lNooJ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units), Age of Existing Structure )V-A, Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 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 TT new First Floor Room Count L Heat Type and Fuel: O Gas ❑Oil ❑Electric ❑Other _ Central Air: ❑Yes ❑No Fireplaces: Existing --- New Existing wood/coal stove: ❑Yes E ITo Detached garage:❑existing ❑new size Pool: Z)existing ❑new size aoK-4o Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes a<0 If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name rmg �'> �� Telephone Number Address: f2 1;D`k l(a License# Z—!7 CD(PT (off (� C:rao i,C &L Home Improvement Contractor# 2 r Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO A(Godv Ire- S[�ltti'�'L SIGNATURE ATE e w FOR OFFICIAL USE ONLY S a. 1 . .PERMIT NO. � ' P DATE ISSUED P` - MAP/PARCEL NO. ; t ADDRESS VILLAGE ; OWNER ` DATE OF INSPECTION: ` FOUNDATION FRAME ?!?;#Ovl INSULATION 7� I FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL,. -r GAS: ROUGH�` > ' FINAL z I. u � u FINAL BUILDING ° DATE CLOSED OUT ASSOCIATION PLAN NO. yJ i s The Commonwealth of Massachusetts p f u= �(tr Department o Industrial Accidents F 600 Washington Street �. Boston,Mass. 02111 Workers' Compensation Insurance Affidavit-General Businesses name: address: ? l U !�'T city state W.& - an• CN�:fiaL. bone# L/ work site location(full address): ❑ I am a sole proprietor and have no one Business Type: ❑Retail❑Restaurant/Bar/Eating Establishment working in any capacity. ❑Office❑ Sales(including Real Estate,Autos etc.) ❑I am an emplo er with emmloyees(full& art time). ❑Other �%%%%/%%//'�i�,�/�..�/�..ill/%%%%��%%/%%%��/%// ////�%%%%�/%%%%%%%%%%�/// �(I I am an employer providing workers' compensation for my employees working on this job. : . . COIDI)aIIV name:: _ x aggress: ��,� .' .(/«HN; �:.;�•:::;,;,;::::.;, city: `2�1�1 . 1" _ nhone instrance.co:-: ... ✓f olio. # I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: coifi i nV address: city:. :.. ..:... .' .::•,, : . phoiie#.: - ' insurance co. -.. address city . tihone# ' :. insurance oo. ::' ':.•. :. 0 icv am �. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that s copy of this statement may be fo. d to the Office as of the DIA for coverage verification. I do hereby ce am n penalties o rJury a or on provided above is true and correct Signature Date Print name fl Phone# 4��'-3td7 official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑check if immediate response is required ❑Licensing Board p q ❑Selectmen's Office i i ❑Health Department contact person: phone#; ❑Other (m ised Sept 2003) I Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract, of hire, express or implied, oral or written. ~ 'An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or inure.of �' v the foregoing engaged in a joint'enterprise,-and including the legal representatives'of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such.employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for.any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance'of public work until r acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting.. authority. - Applicants j Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please j be sure to fill in the perrrrit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. ' The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address;telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents - Rifles of IBYestlgetlens 600 Washington Street Boston,Ma. 02111' fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 ofTME, . Town of Barnstable • �, .� Regulatory Services ' B, rry-r,►BiE t Thomas F.Geller,Director �b " •�� Building Division. Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 ' Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements- Type of Work: ��i L�-B1� L- Estimated Cosies Address of Work: ! (7 r'v Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law []Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice i$hereby given that:• OWNERS PULLING THEIR.OWN L _OR DEALING WITH WU�KDGISTERED O NOT HAVE - CONTRACTORS FOR APPLICAEE HOME IMPROVEMENT OR 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: Date Contractor Name Registration No. OR _ Date ' Owner's Name RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 60 Alterations/Renovations $25.00 Building Permit Amendment $25.00 �.� 3 FEE VALUE WORKSHEET NEW LIVING SPACE �0 2. square feet x$96/sq.foot= 2 x.0031= 2 8(D 2 9 plus from below(if applicable) --ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ' GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= 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.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= . (number) Inground Swimming Pool S60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) • 9 i RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE fZ,2 square feet x$96/sq. foot plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= 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.0031= STAND ALONE PERMITS 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 Relocation/Moving $150.00 (plus above if applicable) � Permit Fee � proicost °F t Town of Barnstable Regulatory Services 3 s L• • Thomas F.Geiler,Director KAM 9�0T16 µac. � 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 7�TC;z- in all matters relative to work authorized-by.this building.perm t•application for- t r? Fe7-Vc l l (Address of Job) ; �z/zs/D3 Signature of Owner Date Print Natne R .-....�r.i..TrT1T1'•TI ROPT/'11.T Doc:953, 516 12-30-2003 3:20 BARNSTABLE LAND COURT REGISTRY Town of Barnstable Regulatory Services Thomas F.Geller,Director 963 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE I(We),the undersigned,being the owner(s)of property situated at $o SLI:APu t T Ra a in os t—cptyaler ,MA,holding title under a deed recorded with the Barnstable County Registry of Deeds or Barnstable County District Registry of the Land Court in Book , Page ,or C+� 167844 as Document No. q 0 I OS 3 , being shown on Assessors' Map lit as Parcel V3 G , hereby agree, certify, warrant and represent to the Town of Barnstable that the accessory building to the residence located on the same parcel as above-described, and shown on plans drawn by awfex-f&jg dated DEct hh1eQ lSda! which contains living quarters, is not intended for and shall not be used as a peT rmanent, separate apartment for year-round or summer occupancy,for rent in any fashion. The intended and authorized use is for the occasional guests associated with the residential use on the same premises. This separate unit shall not be used for a"Family Apartment" (as defined in Zoning Ordinances) which would require application and approval of a special permit and compliance with the Family Apartment Rules and Regulations. This separate unit shall not be rented as an apartment or as a single room, or in any fashion, which rental would be a violation of the Town of Barnstable's rules,regulations,and zoning ordinances. This Agreement shall be duly recorded or filed at the Barnstable County Registry or Deeds/Land Court for the purpose or alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated,which shall run with the land and binding future owners. The consideration for this Agreement is.the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this 30nday of .D G_CC,-41 C_- Z 200-3 . TOWN OF BARNSTABLE OWNERS) Building Commissioner to t�.u rh ti PeRay �F THE COMMONWEALTH OP MASSACHUSETT BARNSTABLE COUNTY,SS Date 0 -- rS Ir Then personally appeared the above-named (owner), G 6!924��/ rLr -916 zaf-L Ga/viE_and M made oath as to the truth of the foregoing instrument,before C. 6. Notary Public My Commission Expires: i4110HAELfd.N-AUSSMAftN Y.L Q:word/sceessoryaVoement NOTARY PUBLIC 0 PUNSMS101J EXPIRES FEB.20,2009 E3ARNSTABLE COUNTY ✓ REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER BARNSTABLE 4EGISTP r OF DEEDS The Town of Barnstable mR.-ISTABLL Department of Health Safety and En-vironmental Services Building Division 367 Main Street,Hyannis,MA 02601 :e: 508-8624038 508-790-6230 PLAN REVIEW Owner: ��i<r 1r, c -L Map/Parcel: Project Address: 1 Builder`:�� The following items were noted on reviewing: ",d L M 1 ti) Qr St C� y 3 Reviewed by: Date:—�— /��r t The Town of Barnstable 4 BARNSTABLE. Department of Health Safety and Environmental Services MASS. 4 Building Division i 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 5eaDu,,- - Permit Number `7 399 1 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: l CD L--44-a` 5 t4DDor'-� e_t. e� A r- � , �� O�u✓v.S `� U I t, e.xcess o� AAA a� 40 ke-C41m ------------- dr 0. J Please call: 508-862-493.8•for re-inspection. Inspected by 0 Date i i Roof Rafter[99 BOCA National Building Code(97 NDS))Ver: 5.07 By: Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 12-03-2003: 3:54:29 PM Project: GARRETT-Location: #6--9'RAFTER @ FRONT PORCH' Summary: `1.5.IN x 5.5 IN x 10.0 FT(9+ 1)(Actual 10.8 FT) Act 16 O.C. /Select Structural-Douglas Fir-Larch-Dry Use Section Adequate By: 147.0% Controlling Factor: Moment of Inertia/Depth Required 4.07 In Interior Span Deflections: Dead Load: DLD-Interior- 0.06 IN Live Load: LLD-Interior-- 0.18 IN=U667 Total Load: TLD-Interior- 0.24 IN=U494 Eave Deflections(Positive Deflections used for design): Dead Load: DLD-Eave= 0.00 IN Live Load: LLD-Eave= 0.00 IN=2Ll7794 Total Load: TLD-Eave= 0.00 IN=2U26000000 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 135 PLF 180 LB Upper Dead Load: 48 PLF 64 LB Upper Total Load: 183 PLF 244 LB Lower Live Load: 167 PLF 222 LB Lower Dead Load: 60 PLF 80 LB Lower Total Load: 227 PLF 302 LB Upper Equiv. Tributary Width: UTWeq= 4.5 FT Lower Equiv. Tributary Width: LTWeq= 5.56 FT Rafter Data: Interior Span: L= 9.0 FT Eave Span: L-Eave= 1.0 FT Rafter Spacing: Spacing= 16.0 IN O.C. Rafter Pitch: RP= 5.0 : 12 Roof sheathing applied to top of joists-Top of rafters fully braced. Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 200 Rafter Loads: Roof Live Load: LL= 30.0 PSF Roof Dead Load: DL= 10.0 PSF Roof Duration Factor. Cd= 1.15 Slope Adjusted Spans And Loads: Interior Span: L-adi= 9.75 FT Eave Span: L-Eave-adj= 1.08 FT Rafter Live Load: wL-adi= 34 PLF Rafter Dead Load: wD-adj= 12 PLF Rafter Total Load: wT-adj= 46 PLF Properties For: Select Structural-Douglas Fir-Larch Bending Stress: Fb= 1500 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc-perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 2579 PSI Adjustment Factors: Cd=1.15 Cf=1.30 Cr=1.15 Fv: FV= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 548 FT-LB 4.875 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 229 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2, 3 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 2.55 IN3 S= 7.56 IN3 Area(Shear): Areq= 3.14 IN2 A= 8.25 IN2 Moment of Inertia(Deflection): Ireq= 8.42 IN4 1= 20.80 IN4 Combination Roof and Floor Beam[99 BOCA National Building Code(97 NDS))Ver. 5.07 By:Archi-Tech Assoc. Inc. , Archi-Tech Assoc. Inc. on: 12-03-2003: 3:54:32 PM 'Protect: GARRETT-Location:#2-7'-10"HEADER AT FRONT PORCH Summary: (2) 1.5 IN x 7.25 IN x 7.83 FT /Select Structural-Spruce-Pine-Fir-Dry Use Section Adequate By: 24.5% Controlling Factor.Area/Depth Required 5.82 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.09 IN=L/1059 Total Load: TLD= 0.14 IN=U663 Reactions(Each End): -Live Load: LL.Rxn= 587 LB Dead Load: DL-Rxn= 350 LB Total Load: TL-Rxn= 937 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.74 IN Beam Data: Span: L= 7.83 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 200 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 10.0 PSF Roof Tributary Width-Side One: RTW1= 5.0 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 10.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 0.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 3.0 FT Floor Live Load-Side Two: FLL2= 40.0 PSF Floor Dead Load-Side Two: FDL2= 10.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 150 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 54 PLF Floor Uniform Live Load: wL-floor- 0 PLF Floor Uniform Dead Load: wD-floor- 30 PLF Beam Self Weight: BSW= 5 PLF Combined Uniform Live Load: wL= 150 PLF Combined Uniform Dead Load: wD= 84 PLF Combined Uniform Total Load: wT= 239 PLF Controlling Total Design Load: wT-cont= 239 PLF Properties For: Select Structural-Spruce-Pine-Fir Bending Stress: Fb= 1250 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1500000 PSI Stress Perpendicular to Grain: Fc-perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1725 PSI Adjustment Factors: Cd=1.15 Cf=1.20 Fv': Fv'= 81 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 1835 FT-LB 3.916 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 937 LB At support. Critical sheet created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 12.77 IN3 S= 26.28 IN3 Area(Shear): Areq= 17.47 IN2 A= 21.75 IN2 Moment of Inertia(Deflection): Ireq= 28.73 IN4 1= 95.27 IN4 Uniformly Loaded Floor Beam(AISC 9th Ed ASD 1 Ver: 5.07 By: Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 12-03-2003 : 3:54:37 PM Project: GARRETT-Location:#3-18.5'GIRT BTWN KITCHEN LIVING Summary: +A36 W8x35 x 18.5 FT Section Adequate By: 34.7% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.11 IN Live Load: LLD= 0.34 IN=U646 Total Load: TLD= 0.45 IN=U489 Reactions(Each End): Live Load: LL-Rxn= 4440 LB Dead Load: DL-Rxn= 1434 LB Total Load: TL-Rxn= 5874 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 1.00 IN Beam Data: Span: L= 18.5 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: 01-1= 10.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: 7W2= 6.0 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 480 PLF Beam Self Weight: BSW= 35 PLF Beam Total Dead Load: wD= 155 PLF Total Maximum Load: wT= 635 PLF Properties for:W8x35/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.12 IN Web Thickness: tw= 0.31 IN Flange Width: bf= 8.02 IN Flange Thickness: tf= 0.50 IN Distance to Web Toe of Fillet: k= 1.00 IN Moment of Inertia About X-X Axis: Ix-- 127.00 IN4 Section Modulus About X-X Axis: Sx= 31.20 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.20 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 8.10 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 26.19 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66•Fy: Lc= 8.47 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 23.0 Limiting Web Height to Thickness Ratio for Fv=.4"Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 27166 FT-LB Nominal Moment Strength: Mr- 61776 FT-LB Controlling Shear: V= 5874 LB Nominal Shear Strength: Vr- 36248 LB Moment of Inertia(Deflection): Ireq= 94.30 IN4 1= 127.00 IN4 Uniformly Loaded Floor Beamf AISC 9th Ed ASD 1 Ver: 5.07 By: Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 12-03-2003: 3:54:56 PM Proiect: GARRETT Location:#3-14'GIRT @ BEDROOM Summary: A36 W8x15-x 14.0 FT Section Adequate By: 40.9% Controlling Factor: Moment of Inertia Deflections: - Dead Load: DLD= 0.07 IN Live Load: LLD= 0.25 IN=U676 Total Load: TLD= 0.32 IN=U525 Reactions(Each End): Live Load: LL-Rxn= 2800 LB Dead Load: DL-Rxn= 805 LB Total Load: TL-Rxn= 3605 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.75 IN Beam Data: Span: L= 14.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 4.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 6.0 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 400 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 115 PLF Total Maximum Load: wT= 515 PLF Properties for. W8x15/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.11 IN Web Thickness: tw= 0.26 IN Flange Width: bf= 4.01 IN Flange Thickness: tf= 0.31 IN Distance to Web Toe of Fillet: k= 0.75 IN Moment of Inertia About X-X Axis: Ix-- 48.00 IN4 Section Modulus About X-X Axis: Sx= 11.80 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.03 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.37 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 33.10 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 4.24 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: hAw-- 30.53 Limitinq,Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= `12618 FT-LB Nominal Moment Strength: Mr- 23364 FT-LB Controlling Shear: V= 3605 LB Nominal Shear Strength: Vr= 28612 LB Moment of Inertia(Deflection): Ireq= 34.06 IN4 1= 48.00 IN4 Combination Roof and Floor Beam[AISC 9th Ed ASD I Ver: 5.07 By:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 12-03-2003 : 3:48:34 PM Protect: GARRETT-Location: 13.75'BM. @ CLG. OF BEDROOM Summary: A36 W8x13 x 13.75 FT Section Adequate By: 23.5% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.17 IN Live Load: LLD= 0.28 IN= U589 Total Load: TLD= 0.45 IN=U371 Reactions(Each End): J Live Load: LL-Rxn= 2749 LB Dead Load: DL-Rxn= 1623 LB Total Load: TL-Rxn= 4372 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.69 IN Beam Data: Span: L= 13.75 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loadinq: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 10.0 PSF Roof Tributary Width-Side One: RTW1= 12.0 FT Roof Live Load-Side Two: RLL2= 0.0 PSF Roof Dead Load-Side Two: RDL2= 0.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Floor Loadinq: Floor Live Load-Side One: FLL1= 30.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 1.33 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 10.0 PSF Floor Tributary Width-Side Two: FTW2= 4.0 FT Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 360 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 170 PLF Floor Uniform Live Load: wL-floor= 40 PLF Floor Uniform Dead Load: wD-floor- 53 PLF Beam Self Weiqht: BSW= 13 PLF Combined Uniform Live Load: wL= 400 PLF Combined Uniform Dead Load: wD= 223 PLF Combined Uniform Total Load: wT= 636 PLF Controllinq Total Design Load: wT-cont= 636 PLF Properties for: W8x13/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 7.99 IN Web Thickness: tw= 0.23 IN Flanqe Width: bf= 4.00 IN Flanqe Thickness: tf= 0.25 IN Distance to Web Toe of Fillet: k= 0.69 IN Moment of Inertia About X-X Axis: Ix= 39.60 IN4 Section Modulus About X-X Axis: Sx= 9.91 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 1.01 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 7.84 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 34.74 Allowable Web Buckling Ratio: AWBR= 106.67 Controllinq Unbraced Length: Lb= 0.0 FT Limitinq Unbraced Length for Fb=.66"Fy: Lc= 4.22 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 32.52 Limitinq Web Height to Thickness Ratio for Fv=.4'Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI .Design Requirements Comparison: Controllinq Moment: M= 15028 FT-LB Nominal Moment Strength: Mr- 19622 FT-LB Controllinq Shear: V= 4372 LB Nominal Shear Strenqth: Vr- 26463 LB Moment of Inertia (Deflection): Ireq= 32.06 IN4 1= 39.60 IN4 Uniformly Loaded Floor Beam(99 BOCA National Building Code(97 NDS)I Ver. 5.07 Bv:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 12-03-2003 : 3:48:12 PM Project: GARRETT-Location: 12'FLUSH BM. @ BASMT. BELOW WALL Summary: (2 ) 1.75 IN x 9.5 IN x 12.0 FT /1.9E Microllam-Trus Joist-MacMillan Section Adequate Bv: 40.9% Controlling Factor: Moment of Inertia/Depth Required 8.47 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Defleotions: Dead Load: DLD= 0.13 IN Live Load: LLD= 0.21 IN=U698 Total Load: TLD= 0.34 IN=U423 Reactions(Each End): Live Load: LL-Rxn= 1260 LB Dead Load: DL-Rxn= 822 LB Total Load: TL-Rxn= 2082 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.79 IN Beam Data: Span: L= 12.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Floor Loading: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 7.0 FT Floor Live Load-Side Two: LL2= 0.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 0.66 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 50 PLF Beam Loading: Beam Total Live Load: wL= 210 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 137 PLF Total Maximum Load: wT= 347 PLF Properties For: 1.9E Microllam-Trus Joist-MacMillan Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2684 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 6246 FT-LB 6.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 2082 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 27.93 IN3 S= 52.65 IN3 Area(Shear).- Areq= 10.96 IN2 A= 33.25 IN2 Moment of Inertia(Deflection): Ireq= 177.48 IN4 1= 250.07 IN4 I BAX fER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (SOS)428 9131 FAX:(SOS) 125 3750 December 12, 2003 Mr. Wayne Garrett 80 Seapuit Road Osterville, MA 02655 Re: Septic System Capacity Dear Mr. Garrett, As per your request, we have reviewed the septic system on your lot. This review was based on the original design plan, the "as-built" card submitted by the installer and the septic system inspection report. Based on this review, we have determined that your system has the capacity to handle five bedrooms. If you have any further comments or questions, please call this office. Very truly yours, i eaxte en A. Wilson, P.E. r, Nye & Holmgren, Inc. SAW/jah cc: T. Luff #2003-090 Land Surveys. Subdivisions Septic Design Wetland Filings Site Design r - P I MAScheck COMPLIANCE REPORT I Massachusetts Energy Code I Permit # MAScheck Software Version 2.01 Release 3 I I I I Checked by/Date I I TITLE: Guest Cottage CITY: Barnstable STATE: Massachusetts HDD: 6137 _ CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 12-3-2003 DATE OF PLANS: 12-3-03 PROJECT INFORMATION: Garrett Residence 80 Seapuit Road Osterville,MA 02655 COMPANY INFORMATION: Archi-Tech Associates, Inc. 6 School Street Cotuit, MA 02635 COMPLIANCE: Passes Maximum UA = 265 Your Home = 249 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 36 30.0 0.0 1 CEILINGS: Raised Truss 961 �'0:0 0.0 31 WALLS: Wood Frame, 16" O.C. 1360 �3.0 0.0 112 GLAZING: Windows or Doors 184 0.320 59 GLAZING: Skylights 0 0.300 0 DOORS 0 0.280 0 FLOORS: Over Unconditioned Space 976 T9,:0 0.0 46 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined u 'ng the applicable Standard Design Conditions found in the Code. The HVA equipment selected to heat or cool the building shall be no greater tlqn 125% f the design load as specified in Sections 780CMR 1310 a d J4.4 Builder/Designer Date ti 72. Board of Building Regulations and Standards — HOME IMPROVEMENT CONTRACTOR Registration: 120362 Expiration: 11/30/2005 Type: DBA PETER FIELD BUILDING&RESTORATION PETER FIELD 857 MAIN ST. COTUIT,MA 02635 p r G..'�.'��Tu✓ r L- Administrator j BOARD OPWILDING'REGULi4TIONS License CONSTRUCTION SUPERVISOR ;I I ' Numt�er-65 065638 d Birtl►d 07/51,965 ..�I ;) a Expires 07/1572005 Tr:noc 13393 ; PETER D FiELOj P:O!BOXz 16, a h i COTUIT, MA 02635 4 "Administrator �, i Iv Gino he �ocyy-o&4— TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ja R, Parcel Permit# q k OFBARNSTABLE Health Division _ 16 1�-74 Date Issued 6 Conservation Division 3 v)o� cr�AR 0 Phi '; 9 Application Fee Tax Collector Permit Fee 4 --------...._'' ----� Y Treasurer �o DiVISlO SE�TlC'S STENO MUST EE Planning Dept. "".STALLED IN COMPLIAMC27 H�IENT Date Definitive Plan Approved by Planning Board EWRO�TITLE S TVUV(q!REG L CODE ANI. Historic-OKH Preservation/Hyannis Project Street Address d 0 SE- Del OAR Village y-E-R V) Owner k✓e y E -f— Address a 1+ RIA Telephone 509' qd-D --& 53D Permit Request l Ny(LovN DAO I Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation `f� �n� Construction Type Lot Size 'D-.-7 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(#units) Age of Existing Structure a V S Historic House: ❑Yes O'Ifo On Old King's Highway: O Yes ©1To Basement Type: t(Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1V°fie' Number of Baths: Full: existing 3M06, new — Half: existing I 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: U�-Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing i rnew size 16339 Barn:❑existing ❑new size Attached garage:Eriexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Q$4&0WNE Telephone Number 5�� ydn-- 3 0 Address o k-AP-i+ f9 License# OS i2yt l�E MA Da6S3' Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE -3./1 fl 4 3 i FOR OFFICIAL USE ONLY ' PERPIT NO. PATE ISSUED • MAP/PARCEL NO. ADDRESS VILLAGE OWNER - _ • _ DATE OF INSPECTION: (� FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL. 1 GAS: ROUGH", 7" FINAL'` FINAL-BUILDING i ;•_ - DATE'CLOSED OUT ASSOCIATION PLAN NO. i NWpo`TVE The Town of Barnstable BAR Department of Health Safety and Environmental Services MAR ,639• IDMP�b Building Division 367 Main Street,Hyannis,MA 02601 Tice: 508-862-4038 uc: 508-790-6230 , PLAN REVIEW Owner: _\ n VC V-2� Map/Parcel: is Project Address: ( Q'bal;:)U l 1 Builder: Q � The following items were noted on reviewing: 1, r1 U aL 1�0 Q— in .pia (o ED )a.- 2 U Y Q— Reviewed rby: Date' OptME T o Town of Barnstable Regulatory Services BAMSTABLEv '� Thomas F.Geiler,Director E16 p. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT i 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: �-��RO"�' �Ov Estimated Cost qa, "on Address of Work: 0 S'E-R PV Owner's Name: W+gfie- ��2t 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 er 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: 9 Date actor 1— Registration No. Date Owner's Name _ The Commonwealth of Massachusetts _ - Department of Industrial Accidents — Office of/nsestigatiofis - 600 Washington Street �J Boston,Mass. 02111 Workers' Compensation.Insurance Affidavit name: location: city phone# EJ I am a homeowner performing all work myself. ' I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Cs�uF, t x '&,: l' ��'' *- ' +r{ '.,nf`.X' .r x' .'4` tea', '; e`` ..�°5 {. c" ��ay*js'�rv=`,.�i' GF' ,�.`m'a'• .�"r5.�'�ya. T'i+ `i, s I,x.;c"fivj`, ,. d,3"a. '' 4 E �+�3i'u. �;.fix .i.Y �iq•� ..' V '�x3° + "r Es f, :. 'L �t SiP t"�% G itt8yi.'s'�,e`f�i1�' •a :-,. }�, §i� "atrC tf� x'd+ $'�"''� rr i '�'�y ;ePy.,',,, x-dr> C7,.s ) uC ;1 ',fr.: n ° - :� .�"-;:.'�--.,y fif,U,�y, �.��`' ��+��`�+��`��k4tv�ir+-"�� k .e`.,�' "�� nya'+fi° �„^;�� `1e•..n tSs +i. 1Jfi�' +�+�. ;com an 4'name,. '��€��-�G,�, r "".� . .r. �. t+ {,�• � ..� ��n x, TAM to MEN-, +�re�cx�•'�� 'r'S; ��F�.`�"�3''�r�,s}i*��'��rc ��r.�ir��+�- P � �x`v;T.x� �. .r �a, ,� �"'.+nv�" � ,arc��6°s��^"�'5�.�i�`r.,'.$.w1.awr�4•'+as�'�.'i..�-t xsi4p�t�t-?�''d`,Sis�;MIMISEZ �FA �5M W y .r�r,�'��N,•�L'3�s.E„ ,s rm ARMMaly, �� m ' f •f�i.'�� •'�.•�,.•_�-x="a��' z am a sole proprietor,general contracto ,orLhomeowner ircle one) and have hired the contractors listed below who aye the following workers' compensation polices: a < 5511 �, eti rye •Vi r^sanj' F�rF 9c 'LXrti, %'c.,]. ed�' C''.'o t�y,,.�• d� .Arc ty 9 .a `'?.' �" � .�Y,�` � r^•�S�F '� a s� #,• LV 'P'i�;Yt.; } (P �4�C$'�g '�� S�f•d' �yru '4�.A,"'�'a+,-.5. S., 111�"' _ "1S.1 't 1 I/•�'vT��1Y 9r tt r'�t2= '- „Faixr •., �'t9- x•-i ,n -r- ya..a 1 y t �. t address` � �r � ; d515 �' 3; 3r :A 4 V1. .i. % V. Fig. ."r2 r• r7: 'E .+. 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L"^��.i "�r 's may» ;1f �` �r P 'Jryux "yN'rcdi, �i'F ,� kx�.•; 4. ,Y•:.aE 3e�',,bti 4�.'�'" "�wr,�;+ �,- � 'i€S, ::`',' t.'M-��a""C'e.�,� b s+''#e a`.� r � ` i' - '`�n4s ": �3� Yy toy M. f s t z€ e �+ i c •� s a n�x5 �+ ' z y�' .j ` ' �'"*, '.1'f ?°+ "„�`�, rYRA] �' `W.u ...ti ' .a t � ��v?,� �y'� #".��Ew r;��'-�''^'�" �K� address s �' .rA-•�+'t�s a., �- � ` "N� �3 "(,s. � � '� w r,r`� AN �yhooe.# a �t2a�i s41° YRs$g`�'A�, s�wf rf+, 9�. .F= �t�ri�• .v" d8^•*x 'r��`"+y..��s5},<�+'` �"bt`},�e. �s}z..�� }��'� ,.y. ,� i.k�t�yy k"R,�d�a�. '& �- W,. �i. � Tk' E �•.M9 NS 1'r`st. _{ t( ''�` �... �� "Y i`'l. Y �s`�i.��K��'��vEA�.i�.!pr_r.� tJ�" ' ^.c ,E'�•"�v..,+x'x Rn"4� a� '.`,+ r Y�^t'a,p' � y A a Y��'�Y•s� + �.�� {��r�}�..�zi • pihsurance�co �. .. �s�x� �Pr"01` � � f t:aa�n:st^-n, a. '+,Po11CV}#��rr,}'s�+,Y..,��,. �s.:"A'n _ �� "4... ,;;s Failure to secure coverage as required under Section 25A of MGL 152 can lead to,the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of-the DIA for coverage verification. I do hereby certify unde th pains nd alties of perjury that the information provided above is true a ndcorrect. Date J/ 10 10 3 Signature Print name V y N Phone# `F 653a official use only do not write in this area to be completed by city or town official city or town: permit/license# nBuilding Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; FlOther (revised 9195 PJA) -J- Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual , partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants ' Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy, please call the Department at-the number listed below. NM s. v City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out.in the event the Office of Investigations has to contact you regarding the applicant..Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you.have any questions, please do not hesitate to give us a call. t The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406 i �\ ✓fie V�omr�naruuea/,Cli a�/�iiaaac/zueelld Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 100284 Board of Building Regulations and Standards Expiration: 6/15/2004 One Ashburton Place Rm 1301 Type: Private Corporation Boston,Ma.02108 AMERICAN SWIMMING.POOLS,C Aired Penacho,Jr. 540 Arcade Ave. / Seekonk, MA 02771 --- 7, — -- Administrator Not valid without signa re i Jole13s1u1wpy LLLZO VV4 '>IN0)133S 1S NO`dt3 6£ Ur OHOVN3d l O3H=IIV 00 :P8331ilsou 1,1746 :ou-Jl £OOZ/Ll/Zl, :sajldx3 91761,41.1ZI• :WPLIVIS I60L1.0 SO :jagwnN UOSIAN3df1S NoinnuISNOO :asua31-1 SN011nnoaH JNI011fll3 d0 Owoe 9�aCm�rcv�j�,�^�v�z�anruo2cueuoni. a j� . I O NI taq ' 12.q8 14-3 (49 \ T t I i I , �7�7 2 L 1'/'� i rn �o 0 _ m v �St1 OF a rFN.�RD r, S s O S ��E e �y �9�� ?o QISS�� 1�% LA O S,�iOwiV f/E.eEO.(/ COM.�L YS Gr//�h' SCA L �2E4�%eE�-IE of T,yE �-ow/voF A17 r3aenJsra A,vO ZoT /43 I L OCA TEI� W�Ty/iC/ Th/E FLU/C-IfTJ-P-L.4/� L e. G /2 s Liz. 7".�//S �.Lf1�//S �(/o�- B•4SE0 d.�/,�1if/ .2EG/STE2EO L��O SU.E�I�6'S�ar� //VST,eU/t'/EiC/T SUS✓EYE T/,�� STE,2✓/,C C� '4 1 O.�.SSET.S Sh/a/��Y S.�UL� �oT B� AO��./C,4i�T�,�•f,¢is �� v� Goa T a N USEp Tp TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 118 136 GEOBASE ID 43869 , ADDRESS 80 SEAPUIT ROAD PHONE OSTERVILLE ZIP - LOT 143 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO , j PERMIT 43014 DESCRIPTION SINGLE FAMILY DWELLING (BLD PMT 034441) PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY j CONTRACTORS: Department of Health,:Safety ARCHITECTS: and Environmental Services TOTAL FEES: �Im BOND $.00, , CONSTRUCTION COSTS $.00 QA 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE P: C 1 k' STABLE, MA83. z639. • Ep Mhl BUILID4 BY l , [ DATE ISSUED 12/10/1999 EXPIRATION DATE l I a , TOWN OF BARNTSTABLE BUILDING, PERMIT '114 'PARCEL- I1) 118 136 �GEOBASE ID 43889 ADDRESS 80 SEAPUIT ROAD PHONE O STERV I LL.E Z I P LOT 143 BLOCK T. SIZE DBA DEVELOPMENT DISTRICT CO � PERMIT . 34441 DESCRIPTION SINGLE ,FAMILY DWELLING SEPTIC NO 98--703 PERMIT TYPE BUILD TITLE NEW fiLRDENTIAL BLDG PMT CONTRACTORS: PPZOPERTY OWNER Department of Health; Safety ' ARCHITECTS.-. , and Environmental ServJi ices _.. TOTAL FEES:'. $930;.00 INE i BAND $-00 CONSTRUCTION COSTS $3(�g�000.00 101 SINGLE; B '4 HOME DETACHED 1 PRIMATE P F t _ • �s639. �®� BUILDDIIN P DT VISIO BY DATE ISSUED 10/30/1998 EXPIRATION DATE � d ` TOWN OF 'BARNSTABL'E .., . BUILDING PERMIT PARCEL ID 118-136 'GEOBAS9'ID 43869 ADDRESS 80 'SEAPUIT ROAD". r '= NE OSTERV I'LLE `. r �.; -,-Zip ' Lod' 143 'H +OCK t=�: - - -X LOT 'I7, \ '�a DBADEVBLflMEN '. _ _. _ D I STR T CO _ PERMIT——, - i34441`-_ 'IDESQRIPTION SINGLB, Fmm LY Dwf.?f r,ING SEPTIC '110 98-703 PERMIT TYPE $C33'LD NEW R -DE. �,L I, BLDG PMT }, ,�.-r3 a'+r� ♦ • ••� ^� >� 1;�' !F'r:r 1 r-"'-^7�S'w •SIACNTRAbTORPi0XRTY- I OWNER w �DepartmentHealth, Safety H Tc ;_ ,and Environmental Services C. CON STRUC'i`I CO IF 004.0.0" r4I SINGLET It%r ROME--IDETACHED I � PRIVATE P T. BUILDING;DIVISIOLIT DATE ISSUED - 10/:30/199�i EYpIRA�ION (DA'xE, THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT-SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU FOR - ELECTRICAL,PLUMBING AND MFOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. ECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. a0 a I m 1 i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 16ro<D- 12_ls,_l 9l ae A, ((qq4 ;Yvp �� 00,4410 ;9p .11I�e�_ FT �V p, rcoon /,z 3 j S` �p y j.r� ATIN IN ECTION AP OVALS C-i Z ENGIN IN DEPORTMENT Ff y � F- -14 17 v , 2 /� Qq� BOARD OF HEALTH OT SITE PLAN REVIEW APP OVAL F ORK SHALL NOT PROCEED UNTIL P MIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS EINSPECTORHASAPPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY RIOUSSTAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- OIN NOTED ABOVE. TION. 44 97 B • UIL 1.1 '� , G PERMI.T t , 1 F y ��i'."`y�r+•4�i�:i'�fiputf�'�.ay.%'o+`'-'�'�,`'�'�"y``."`,;"'E:l��"4hpia-urn"�w'l�r'y-C�:; �`r�FdY:«�`s�i.:�=�i�.t�-�+wl.�,^h,. �..^-'.; ,wn, .,,,e.•..s��ct3r°-�:.,.p,�F,g'�,,,�,,*�rrw.r..-,.........-•..,..-..�, KEA The Town of Barnstable BANE. Department of Health Safety and Environmental Services eg Building.Division 367 Main Street,Hyannis,MA 0260.1 Office: 508-796-6227 Ralph Crossen Fax: 508-790-6230. Building Commissioner Inspection Correction Notice Type of Inspection Location c% .1;6s2tp(i L I Permit Number Owner c -Builder T L Al t ( o One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: zLJ v cl (r +7) vt .,2- 2` ` � �O ` Q 1 N s��A�� ; . d C,C-O Please call: 508 862 4038 for re inspection. 1 Inspected by Date ,��s e 12.98 r 143 NI i 145 r r FouumArjow \ T /O m 0 its OF 94 A. -4 �R p ,9 �.b 24048 s a CE.27 67O CLOT P,CA1(/ T/-IA7- XovV DAr10 J LaC,4T/OiC/ Q67 2FR-111 L�, S,�iOGt/N/�E,2EO.lL COM,�L YS fir//Tiy SCA L G— �Gj 0A TE 3 I�j�/S A SETBA Ck �CEQlii,2E�-lE•c/TS O� T,y� TowNaF �L.,a,,cf ,eE,�-�,2E�vC� t34P-A)S7-,dE[.-. A,,/o /S NOT'" LdT- /43 W,17-1711A," 7-17"l— .CZ4��L-41,,1! 57267 - -S 1 Z_-M &Lc ,3AXT,E,2E NYE IVt - 7�'/S IV25) BASSO G.v 1411f/ �2EG/STE2Ep L ip SU.e/i6ya� 0,�,zSE TS Sh�aL✓�Y ShfovL� SOT 49,K— / Z4 ya,4 e4 Tc N .+ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map l/ Parcel 113,111-� Permit# �?_ '7` ,Z l Health Division �/ 70� /92�' 1U�30-9 Date Issue /I Conservation Division 300SMR1 Z�W,- kc�- -�, �� '�r Fee Tax CollectOIA. A a A �Ff1 CIVI UST BE q� Treasurer b WITH TITLE 5 INSTALLED IN COMPLIANCE_ Planning Dept. �NVIRONMENTAL CODE AND J R d w-C L Date Definitive Plan Approved by Planning Board �li e g I 1c -(� TOWN.RI---G,IJk FT- , ►�; Historic-OKH Preservation/Hyannis Nvr `o%u,2 P Project Street Address F-'d eoqo Village ze�i& OL Owner 1*- Address ' Telephone 'S'Of 0 /yl /VGA-4J71V6-A1,e t kV6 a�M sntn Permit Request S,Alc le 4:2A_o.,4< lZe S td P"/ /0A-_ Square feet: 1 st floor:exiettrrc,T proposed. Q 2nd floor: proposed Total new-, Estimated Project Cost d\\0 Zoning District 40S Flood Plain Groundwater Overlay Construction Type Lot Size l l 7, 6 a S' se- I='T- Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family�td Two Family ❑ Multi-Family(#units) Age of Existing Structure k b u,,e-, Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes Cl No Basement Type: XFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:e4Wg new Half: eg new Number of Bedrooms: W69 new Total Room Count(not including baths): eat3g new_�� First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: KYes ❑No Fireplaces: F New _ Ex"wood/coal stove: ❑Yes XNo Detached garage:❑existingnew sizecs % Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage existing oAnew size Of Shed:❑existing ❑new size Other: O64 Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes INo If yes, site plan review# Current Use \\ Proposed Use BUILDER INFORMATION Name c Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE -- DATE 1 h FOR OFFICIAL USE ONLY s PERMIT NO. 4 4-q s� DATE ISSUED MAP/PARCEL NO. ADDRESS - r-r° VILLAGE OWNER DATE OF INSPECTION. / FOUNDATION 45,)e0,4T S o^1O -rU FRAME INSULATION f/vr4� i, FIREPLACE J/Z�I99 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING. ` ;rI� FR - X , DATE CLOSED OUT 110 3 it ASSOCIATION PLAN NO. _ ru I �\ . _ .—-_.. The Commonwealth of Massachusetts . -r -- Department of Industrial Accidents Office o/lfireSHIS/nos 600 Washington Street _•. `� Boston,Mass. 02111 Workers' Compensation Insurance davit ////%%%%////%%////%////%//////�%%�%%%%� ��Y///%%%%%%%%%%%%%%%%%/�%////%�%%%�%%�/O%%%%%%%%%�% /nname: l e �iEl'Z_ IJ. �,i lOCatlon 6 tar t' city �d-��/•�� -tom ��' phone# ❑ I am a homeowner performing all work myself. . ❑ I am a sole rietor and have no one workin m* ca acrty //////////////%�% %%%/%//%//G%%%%%��/%%%%/%/%%%/%%/%/ %%%%//////////////%///////////G////%�%/%/%/�%////�///////%/O/////7/////''//%///////l ❑ I am an employer providing workers' compensation for my employees working on this job.:... ::::.:.::.::::::::::...:.::::.:.::::::::::.::.: c -- _me: ga a » �1071E ' :::::::? : <' : . .......... ' ` :: ? 6di'a.n icv ❑ I am a sole proprietor, general contractor,(r homeowner ' cle one)and have hired the contcactols:listed below who have ' the following workers' compensation olices: . :::::.:::::.::::::::.. .:::::::.::::::::::::.::::::::.:::"..:.::::..::.:::::._::::::.::::::::.::.:.::::::.:::::::::.::::.:::.,,..:::::.:::. <``an e >. °` an n :>:>m :.:::::--':::::::.::::::•:: :addfell::<:::----:,:::>::>::>:>:::::::::.>:>':<::<::.....:.:.::......::... ...... .:. :..' .. "�......... ...:.... >... <.:.:. .... >::.:.y..3�..<.:... ..:iiP:nv.v �J.v.•::::. ; ;i::::i:iii};: .� :y::yr.... ':?�%�:;::tip%$isti>:<:�>%%:y:::%5:;:;:;:;5i y :i:;i y;:>::$%i?i:y>'g`lrorie .................::... .. .............. :.:.::. .................::;t."-."..:.....:. ............................ :;;;; _• " ,;::..:::>;::. ;.:::.. ............ . ........... . .. . ;.:: ;.. ::.:.:.. .:.::::. :::::::::..: . ......................... ....................................................................... ::> :::::::::. ::.::::::::::::;:..:....:.::.:::::::::::: l t�T'::.::. :::. ....:::::.::..-.: e.......................... ...... ................:..... ...............................................................................................................,...........::•::•::•..v4:....:: %::3:;:;:;: :::i::':::: :•:.:: ...........................:......................................................................................... ......................................................: ......--.-" ........:..::::•:: :::::::::::: :................................ .::•>:>: .. :................:.. :::.:..•:: ..•"..i-:::::•::............................. ::::::•.......:..... ...... ;•: ...... :: ...... ::': �y p ::... .•... ........ .. ... . ..:: .::.�:::::•.:.:: •::...�.4v....... ->:::: .plc :. .;::: :::::;:%';;•:•''J,.j;:;:.:i •.:Ja+y �+c.!.na}:o�k;::::.:::::: Itsnrartce:ca::::. .. ...-......... ..�...... ......... .................... t:i\:iii$?'iiiii:ii::::v: •ii:jv<:::J:::'": .:?+i'iiiii>::;$%::%:iiiiii::'ri:};`:::::::.:.:.::!;%%%».::iii::::•%:y»:<?<%.::L%?%:.iss�%:j.:i;%%i:;%i:;%:;:.%:iY^ii'iY}:^'.:iiiiiii::;:;:j;%::} {:ij�:;i:j;:}ii:+;:jii :+:? :}i{:;:: ...::%?i%1.-:1. :::isi:::?i!ij�4::::i::':::'>{:ij:jiii?:t:v:>it:::is:+isv$X:::::: ::i......?:: :comaany:name=::::::::: :.::.»:::: ::::....::;:...... :..-.::>:;;«:>:<:::::;>::<?:>>::.:.,.. .. -— . :, :..... .... :.% � t< :.::.: >:: �', atidre L� '' �18 lei : ::'.... ` r : >: : ` ' : '•.''' :'::::: :::: b ::�� ' :'::4": ::vTr. ::vv: ......................... : ..............................................................................:•:._::::::v.......::....................................................................................r.........:...............mr.......:::•:titiv..� :.:T.ii:v::<:i i::^i :jij!>:!C....:i............ i:f>:ii:ii$:iyj:'{.iiv:::?iiJi:�:�"+:iii::::4:x:::::.w::•. :•.�::.�:::::::.�:v:::.�:::.�::::::v::::v:::i:::.�:::::.�::::::::::::.�:::v.�::::::::v;........w::::w:::::.�. '>:;;•:::::::•.::.::;•>::;;<:;::;::C^:rrt;::;:>:;::?;:::t;%:;'::;%::;2::2:::;:;?%;:;: :,..:.:::ii:;:i:;::;:::%::::::r:::::i:::':; ::;:::{:::::?;:::;i:::: :X;::i';:;s:;::::;:;;:::::5:&:;i:::i:iiX.ii`: :........:^::•.:::.::.::.........:....................................:.,. .........:...........:::::.-.:-:..-- :.�::::,�:::- i::::::::i•::;:..:ii:i:i::::i:::<:v::: ::::::v._::X::y::•::.�:::::::•.�.:i}::•�:;::: n7ni'AnCC:COr.....:::::.:.::::::.....•;:::::::::::::::.:::.::.:::::.:::.:::::.:::. :::::::.:::::::.................................. Oli .#..................................................,:.,,....:..,....,,..,....,..:........ Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understmd that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby c fy ' and penalties of pedury that the information provided above is .mid correct Signs Date 1,W3©l -� - j Print name Phase# official use only do not write in this area to be completed by city or town official ' dty or town: peradtfUcerue# Mending Department OLiceadag Board ❑checkif Immediate response is required ❑Selectmen's Ofdce _ (]Health Department contact person: phone#; ❑Other (Fried 9195 PW °` ' ►° Department of Health Safety and Environmental Services Building Division BAMSTABi'E'NAM 367 Main Street,Hyannis MA 02601 �ArFD tillA'I� Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: I a ltp-j l JOB LOCATION! ` 1�� Ca 3 J S ✓c u G number street village "HOMEOWNER": C MAL S (A' ro w.1 �*) 22Y-339 Q- name home phone# work phone# CURRENT MAILING ADDRESS: t*t /t'L��211�lIG+4'trlr CojA>Ls 10 Y k C117t+ A,A-- 02 3 C o city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as su e�rvisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building Aermit, (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department iminimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. O Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. I Q:FORM&EXEMPT ` D Ti b ? o 9 f G Western Suretyt' a , u t n u n u f 6 LICENSE AND PERMIT BOND W For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. n J KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P-4 2 9 O 6 O 51 That we, C �,�/S%O?mk-2 L11-7,4/Ok- a of the 222W—AZ of y/�'10�i , State of /�'l/� , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do business in the State of A SS, C&.WaSif TS• , as Surety, are held and firmly bound unto the 120Z Z of O�RAL9222,=C- , State of M14 . , Obligee, in the amount (Valid only when a County,City,Town or Village is named as Obligee) of of ZiyDa C5"g Al DOLLARS ($ S000- do ), (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed AS A by the Obligee. NQ,W,t "° I,EFORE, if the Principal shall faithfully perform the duties and comply with the laws and orc ��n e,,.•(�a u j@g all amendments), pertaining to the license or permit, then this obligation to be void, , + .•W otid' •se�t einU full force and effect for a period commencing on the a 9 y`h day of z WWI 1�f�I , and ending on the a 9*kk day - - l�'1��1�, unless renewed by continuation certificate. j hif,°o-n ,maay ea;rminated at any time by the Surety upon sending notice in writing to the Obligee and to they I-'ijcipal, m W"Ai the Obligee or at such other address as the Surety deems reasonable, and at the expira- tio ) days from the mailing of notice or as soon thereafter as permitted by applicable law, ,t whic if,"this bond shall terminate and the Surety shall be relieved from any liability for any subsequent ' acts or'omissions of the P ' cipal. Dated this c 9 day of F2G 771 Principal Principal Countersign WEST \E\R ` SURETY E T Y C"0- A N Y T 4 6 t G By By f v. ` CY Resident Agent President -ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA (Corporate Officer) a f County of Minne aha ss G On this day of rD�E� ,before me, the undersigned officer,personally F appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN ` SURETY COMPANY,a corporation, and that he as such officer,being authorized so to do,executed the foregoing ; n F instrument for the purpose therein contained, by signing the name of the corpo on by himself as such officer. ; ' IN WITNESS WHEREOF, I have hereunto set my hand and official se . n 446Cs Cet:4 J. RHONE ;c 7 NOTARY PUBLIC o SEAL SOUTH DAKOTA SEeL C ; otary Public, South Dakota My Commission Expires 6-12.2004 Western Surety Company • 101 S. Phillips Ave. Form 849-A—12-97 Sioux Falls, SD 57104 • 1-605-336-0850 A n J ' ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF �' y ss GCounty of 4 G On this +' day of leg ,before me personally appeared i P ' J - �Jw`l..C� c , known to me to be the individual_ described in and who executed the foregoing instrument and u P i acknowledged to me that—he_executed the same. ' J My commission expireskq . 1 r 1 ;Notary Public r. ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) , ' STATE OF ss County of On this day of ,before me, personally appeared , who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name.of the corporation by himself as such officer. `l~ My commission expires Notary Public c G r P > q r^ E , r A I P 0 n ( ) W n 1�1 B A ..� P P c Aq a ' n P C z z � ; P i p0 a2. o o b r-. J G O Z Z J F-•1 J G in U 4-4 G F a o w :d t d 7WOMAppowki Tih1 ALlb(amttaaad) • peevipdw Psck"m tar Oae aad Two-Faa0ilp tieatdeadd RnMiay Samd with Fowl Fact MAXIMUM NmumUM Waa floor 8a:caet Slob COOling 5"1 to 6500 Radam Deum Dada' Q 12% 0.40 38 13 19 10 '6 Norma R 12% om 30 19 19 -10 6 Normal S 12A 0.30 38 13 19 10 6. U AFUE Trls% 15% 0.36 38 13 2S WA WA Normal U5% 0.46 38 19 19 10 6 Normal Vs•A 0.44 38 13 2S WA WA 85 AFUE IKV� om 30 19 19 10 ' 6 AFUE X 18% 0.32 38 13 25 WA WA Noemd Y IVA 0.42 38 19 25 WA WA Normal Z 189E 0.42 3s 13 19 10 6 90 AFUE AA Ir/. 0.30 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING. �� 3 1 4. %GLAZING AREA(#3 DIVIDED BY#2): y� S. SELECT PACKAGE(Q—AA-see chart above): l� NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-090303a 12/4/2003 ,45 • 2*4 W, 9J' I'1011---------------- rn i C n � - ➢ • r U __________________________________________________ __________________ r rn sIP - ------ -------- ^---------------• ; m, C 4 r l G•t 'xi 2 ftp 'p vy^ 4 Nl Y4' Ir-10 W' e'-Y d 3f ----- ----- caua ye1 ----------------- 1 ti to 4 F at :• 1 --------------- ----------- - d-10 W W-0 w IriO vv vp 1.e1 > s rn N o rn _ D ; z --..._..-- O o z 411 m 11 � 1. g 8'"� m -- m --1 a c m a < IA� � Ta rr m a 3 �- / .'d go 77 no °•-4 yr 1 ` Vlx 6A 14AW FOR c0MTRLCna+ Q `p MtN-ia.h bfactles.k.heI°pl, c PROPOSED CABAWNE5T COTTAGE FOR THE ,�,,, A R C H I-TECH A 5 5 0 C I ATE 5 GARRETT RE51 DENCE a three song occ°rOrgW the'hGhllGGlvr01 `°°y �""°`"`"""" °' str'chitEctur�l design. lno.80 SEAPUIT ROAD,05TERVILLE,M was IR A. . leprod4w w d*&WW°I IU1i I� Meee pbm.",A Ib_— A,3X ..ela c°,ean°r A,WT°u 6 school etroet Zel-C$08-420-oaam FOUNDATION /5EOTION/DETAILS -M.41tl!a`!.o Nr.g. ootult,Ma!02035 falx-0OO-AVZO-e5304 r. 12�3 FM 12*4 ff r.5 Va. 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V COV-UM.ma 02-BaE3 E50a--4-20-E3a0,4 -alft.b —d n E n > D m ,,,• r � N In 7-0 W ci a m W.W m r r om om < < ea D D c � - z z S r 4 C ea• C N N n > p s p m C m m o r o m ' m < < g D ea• O O IG z z a va it 15"FOR MISTIWTION t ; a PROPoMD casAruvsr CMA&E F0R THE o ARCH I-TECH A550CIATES GARRETT RESIDENCE 80 SEAPUIT ROAD,OSTERVILLE,MA. ft.wao. my copy,eiter0ti0n, J� y —Rt p orMMwt Pd-TwftWe ..ete�co,ee�t or a n�reu 0 aaMool etront tel-608-420-8338 EXTERIOR ELEVATIONS ma°' [at''hc-b m W*"" cvtul4,ma o2asE5 Pax-Boa�V2o-e3'5o4 mad of Irol al. ?U --------- -------- ::z:zz:zz::Zip m I n m .2X"0 WOZ. m i V7 A"S•W 06. 4 W'Ab4ft W OC. x6 a6 4 Vr A."54 w0c. bone•Ir 0 Li 2xk"0 OL. w 4 tr2.xim"9 w OA --- - ___________ ---- f2)19/4 X 4 V2 LVL ftV.%U P)I of.A 4 �Vumq z IE P.r.2)*S 9 W OL. 3us•W OC. of. I WA x 4 > IE 2X&S•b-Of. 2)0"0 16,all. P.T.mov.W O.G. W,0,0. 4 W2,AJ5-m.w 00, zes.w oz. z 'f2) 90 X V2 LVL IrLm ZW9 0 W OL. I T P.T.Ms.WOL. )> w AXHOS.w 00. 4 VY AU9�."0 W z 2V"•0'Ok.2M"0 Or� T E., - - -------------------- -------------- ----------------------------------- rn < -n -u 0 -n .......... ............ M I IV4 X 4 V2 LYL ftV"O bag. U '00. MOM 70 RI A11011 1111-Al 2m.5 0 W.Of- 4 to2o-A-6-mv- &T-A..W., z w 90. u %Lm -u < XOMvr q—WAZ-.04-t WOL. WN ---------------------------------- 6==— ----------------------------------- 15%W FOR CONSTRUCTION A,h-T&.h A—dm ft.Per PROPOSED CABAWC-UE5T COTTAGE FOR THE W--*,.,.Ht.;t-;l A! ARCHI—TECH A550CIATE5 c &ARRETT RE51PENCE V- -" Alen -', ROAD, , . =L -ue 19 t oF that act. riy ell Cft- 11 Do c-orrutz.ma 02055 fmax-E50,0-420-5504 Ec—.ol Arbrm A to Uw nnro FRAMING PLANSfmreo Assoc %=t 0, i -------=---------------------- 9 I I �—•} I , � I I l i — , Ohl I. 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I , ' i _ Ito _a I j >I ri.�{ � O � •' �� ... - � � •� —_�— Ly(off►caarfT I� I�' :r"t J O • N o • ,. { %�' is 1- P >Iaoa.,-.� Dlo v-vl GI'.✓ � 14�-q' IG-91 s-c' t . ' ------- .---- - - - H° Cam. i I _a_ i. t! -mot. IcI t I rf r`r•. : ., 6E - W ARCH I ' TECH A5 d tMw• 50CIATE5 D _ .. .. 59R1 090MM MA ,�,,• .,�, ,K,,,»„� a r c. h i t e i; t u r a l d e 5 i:g In, it n c•. '' 1 f 1 0 \' n/ra4cuen or Mnlllmm of .. . f_ V tJw1 I4rr Mthprl thi eyeir ' :.Kul a new•ral 6 school Street tel: 508.420.5335 o SECOND FLOOR PLAN. .• »a*Mw cotult, ma 02635 fax:, 508 420.5304 '.r;'`/.� r •��Yk ,�f�W'�.wr�Y•Yt�eMZ :iv+r7 ,, r..,.,ys,iJ {rz .' ti13�: .. �� .�: ..1' +T t. •r<'y.x ',�77^^ �.`_�4 ar?ir'''y, -t"'. .. r.r• •,. r�r. .. .. � � �. ' rl' 'e;yY... ,•. :.+F..�x�+r�,r�l+t.Ls�... •.e:.': .. .. � ^ �n � !� 8' f.� •1�• t'rr r ' i . .. _ _r-' ,•r•-'• - '- - .q R1Illll.11 ! •Il'' l r' ! r l I ! .. l iy, O III l l r I .. � .. . . IiIIG I�IIIII I(•IIIj II� ',�i I I' II{I11 � . - .. 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I 4 ,t ,: ,• p,•:', .I r''i t l I +'( ,I II{II ., :I'1 Illl IIIiIIIe I' •'' 11 !IIII III .. r:,�s• r,,: .�.�!.'�?• .. .. � � .' .. �.' :� {t tI ill' !I"I;i'.jli'il. `1 :t;.�• 11;(l 11 l.., I' ,,..I'';I Il ' I 'Inl4 lIl .' .. .�}r)r r. � � ; . . ,,E;; 1I� ll l • , , ' t t' 'll ;I lF . ' .�• .) >;1,;^ . . � '' ,. ' ' . . . �I +�I' '.' ;I , Ilil;� ' '•;', I j I IIII"„� ' T b1� I I — I Itlj , , , ll l I I II;II:IN. • �K ,r,l .I.,I II t1i IJ'! tit I�y; IIIi ' � �� '� .. .. .IIII ! , , �j. '!''I, Fllr„ilri•1 •ill f !.,Slljhl .... •... ^+'c�,.9 ..p � .. � ... �' .. 11'I I 'll ! �i; � � I `I:I :'I:hi'i•{L'r ' IIIII i'rl'S • '.j:`r.. d �. .. .�. � ,. � l I I I I I I I�� h 'l I')I I�' 1 I ' �1!I i' Y. i�l f I j•,I l ItI } .g@a ,, /�12CH 1-TECH P�55OCI�TES CATON RESIDENCE' d . .�..w u t!• Milt aor� ,,,,,,Um a. rch' it. ectural de5ignp inc. ;• 0 ftpwrcnal a wowuor• of 0— -aw— INIYM s~% of hWlink 6 School.' street tel: 508.420.5335 0 EXTERIOR ELEVATIONS . Ap.a1.rM'w—w w�!r• fax: 508.420.5335 .I.ndw�K. cotult, ma 02635 q 0. ' Z�- C�❑n❑ GIB ❑ECG ^ J .w`:7R»•. EI ❑ it 1 g CAT ON RESIDENCE �a.:" . . .. Af�CH —TECH A550CI ATE5 F 4-�\\ ,�. LOT>La s�urr RD..OVERALL AN. �°'`.cam a r' c li i t e c t u. r a I . d e 5 i. g.,M. i >, r o «..«.. d r ° C~4 6 school street tel: 50b•420.5335 �..oww r 'EXTERIOR ELEVATIONS cotult, ma 02635 fax: 509•.420.5304' i r ;•. i \ Vf A m O . I--r - _ Z. .9 gg N N ;ry of ;• �F� 0 �' � 00 d n ,; Frio �7 iFr� ;_ r r Pa r 8 �-c i SS� 2? (QO91 D ,Iy9F1 �Q1 R IItI ♦ rlN l f • r 1zit -� I N CIN_ mmj tD F;o ,� + Ly c �.}X Fcn p5 coo r . r 1 INR yes: 3 pc I QPp° se N o oRA ` . 3n C TvR_ SKI s i00 . I p S- �@ ; r 3cr c F7 g �- o, t.j�— �c�' Ec op n s �Di 0 . o 51 1 h �I g U IL4 ZrrZ�n' --- — J l - `� ►m N r j I. 71.1 W. �I I: I :�T e"u.i I 0 s i ��i'� 2n` 0 Q • I }0 �• � a: :o� :. �_; :'I r�, ��' c�'. oo.0 + • J a{ 'A G-21i'. a-� 9� � S°�• ��r9 y,r�. � ��,�, � < I i .S� .� �� ni �� ;�€•.n •�F6� . . �71 v i�.. �N• —__e'er' .. � G e�.. $`� N j . oQ ArcN.. Aeeoclas0lu. ghtt. AR1 -H I—TECH A550CIf�TE5 a.presey reserve.the wpyrlght V D CATON RESIDENCE a a..e d-1.0e 0w 41n0 LOT W.SEAPUrT RD.,OSTERVILLE, MA a. 'AKhlwt—1 worte x o c^pl,Ighs °— of arc h i t e c t u r a I d e s i g n e i n c.i.Hi7t-lm� r C ropoducucn a d1e4 but w of _ ° wneali of An:hl�Moen t,"tee wne Mthsut`h` hl-iwh reee 6 school street -tel: 508.420.5335 j �, o FRAMING SECTIONS , —t dth�t"t, �^ cotult, ma 02635 fax: 508.420.5304 GENERAL NOTES LOT 6 P8. 320 PAGE 70 1 p�• N/F FARO 1004 {� S. �' ZONING DISTRICT. RF--1 N 6'S OVERLAY DISTRICTS: WP (WELLHEAD PROTECTION) e� RPOD (RESOURCE PROTECTION OVERLAY DISTRICT) MINIMUM LOT AREA ,2 ACRES .LOT 5 \ z MINIMUM FRONTAGE. 20' PB. 320 PAGE 70 9k'�'• a MINIMUM WIDTH: 125' N/F FADo FRONT YARD SETBACK = 30' SIDE & REAR YARD SETBACKS = 15 ASSESSOR'S PROPERTY " SHOWN AS: SS g9 8 - PARCEL 136 CERTIFICATE OF TITLE : 16,789 10 •42" E LAND COURT PLAN5725-51 N LOT 143 EXISTING FOUNDATION COMMUNITY PANEL NUMBER 250001 0016 D LOCATED 2-24-04 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, LOT 55 AN AREA OF MINIMAL FLOODING. z L.C. PLAN 5725-51 All N/F CENTERVILLE, OSTERVILLE, MARSTONS MILLS FIRE DISTRICT s POOL 147f PROPERTY OWNER: CONCRETE APRON 197'f -- WAYNE P. & THERESA L GARRETT TLAND NOVEMBER, WETLAND LOCATION 98 DATE: 1027 PEPPERIDGE TERRACE LOT 145 BOCA RATON, FLORIDA L.C. PLAN 5725-51 N/F RYAN 1g3 t STONE PATIO Af EXISTING WOOD FRAME DWEWNG �� A^ HSE• NO. •80 PORE 80 Seapuit Road LOT I GARAGE �- L.C. PLAN 5725-51 ostenniie, Massachusetts 117,025f SO. FT. CB DH FND 2.89t ACRES PREPARED FOR Wayne Garrett o 4,S�,, TITLE Foundation certification CB DH FN 021 S �g Baxter, Nye & Holmgren, ,Inc. `n Registered Professional N ce DH FND & ' " � and Land Sm ve ors � LOT 144 � LOT 142 812 Main Stw4 0sterville,MA 02655 L.C. PLAN 5725-51 L.C. PLAN 5725-51 one 508)428-9131 Fax-(508)428-3750 Q N/F MORAN 4 N/F McGRATH o 40 0 40 80 W o CVZ h SCALE IN FEET y SCALE 1"=40' DATE. 02-25-04 19 REV. DATE: REMARKS CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING FOUNDATION SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED 0 WITHIN A SPECIAL FLOOD HAZARD AREA. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. DRAWM NUMBER 0 i o -� aQ-2s-04 0: 2003 2003-090 SURV wrksht 2003-090-c 2.dw REGISTERED P IONAL LAND SURVEYOR - BAXTER, NYE & HOLMGREN, INC. DATE 2003490 0 0 N O s0 \ GENERAL NOTES: Micah LOT 6 jPbytc3 "is9 ; .r �. 1io•' ;a , �� PB. 320 PAGE 70 6e �Oq N/F FAZIO .' Josh ZONING DISTRICT: RF-1 S \ 1�. OVERLAY DISTRICTS: WP (WELLHEAD PROTECTION) R N ., , ,•, H, ��•, a RPOD (RESOURCE PROTECTION OVERLAY DISTRICT) l It 6�. �Pondr MINIMUM LOT AREA: 2 ACRES MINIMUM FRONTAGE: 20 �) .�✓'I• �'s- ^r LOT 5 W 4er. 11I•• \ MINIMUM WIDTH: 125' Te/k %.1!0; . PB. 320 PAGE 70 sP`�:::+ _fir �. j...,�. f��`• N/F FAZIO FRONT YARD SETBACK = 30 SIDE do REAR YARD SETBACKS = 15 aLOCUS PROPERTY IS SHOWN AS: U LOCUS MAP a WOODED ASSESSOR'S MAP 118 - PARCEL 136 1" = 2000' cos J CERTIFICATE OF TITLE #: 16,789 WOODED 98. PLAN REFERENCE: see oo • LAND COURT PLAN 5725-51 - LOT 143 085 p2. COMMUNITY PANEL NUMBER 250001 0016 D LANDSCAPE THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, 12" OAK MOUND 12" OAK 1�6. N � AN AREA OF MINIMAL FLOODING. Z PROPOSED CABANA L.C. PLAN 5725-51 ►oa CONC. PAD 0" OAK : N/F CENTERVILLE. OSTERVILLE, MARSTONS MILLS FIRE DISTRICT POOL EQUIP. HE o t° �• v V' 10" OAK RAMP POOL 10" OAK 105.0 • �. _ PROPERTY OWNER: 197,} LAWN CONC, APRON WETLAND LOCATION DATE: WAYNE P. & THERESA L. GARRETT LOT 145 " PVC OUTLET 04' HIGH OAK TL.AND NOVEMBER, 1998 1027 PEPPERIDGE TERRACE L.C. PLAN 5725-51 14" DOUBLE OAK " / BOCA RATON, FLORIDA 1g3 t N/F RYAN / - 14" PINE LAWN STONE •• 4' PVC OUTLET PATIO STONE MASONRY PROPOSED TIE IN TO RTE.. WALL 4. HSE. NO. 80 EXISTING SEPTIC TANK FND LOC DATE: 12-23-98 Cb ^� PORCH SO Seapult Road 0 GARAGE APPROXIMATE SEPTIC SYSTEM LOT 143 Osterville, Massachusetts LOCATION PER INSTALL CARD PERMIT 98-703 LC. PLAN 5725-51 CB DH FND PREPARED FOR 117.025t SO. FT. 2'69t ACRES Wayne Garrett ti �g'S •k- TITLE• Proposed New Construction MW CB DH FN S 78 N 2'/5.42 C`J Baxter, Nye & Holmgren, Inc. Registered Professional � CB DH FND CIDEngineers and Land Surveyors LOT 144 g 812 Main Street, Osterville, MA 02655 L C.N�LA MORAN-51 Phone- (508)428-9131 Fax - (508)428-3750 0 40 0 40 80 rn o N 2 3 LOT 142 SCALE IN FEET N " q ? L.C. PLAN 5725-51 N/F McGRATH SCALE: 1"=40' DATE: 12-15-03 o o ��jN 0`nnq�,c`• �`�°� rn , STEPHEN �C Y REV. DATE: REMARKS LLJ 11 No.30?1,,6 Ln Z`G/STE�� f.,.xc�^r% 0) SlOM1�'�L`C I Q- tS• O� DRAWING NUMBER i 03 0: 2003 2003-090 SURVEY wrksht 2003-090 b.dw 0 i 2003-090 0 0 N GENERAL NOTE5: . H15 DRAWING SET HA5 5F5N °REPARFD t0 D S M E N S I U N A L C ri A F?T S1ZE A 3 C D E F G OSTAIN THE RFQuIR:D Baii_DING PERMIT5. IT DOES I 0 x 32' i G' 32' 4'-G" 6'-0" i 3'-G' 8'-0" ` `-0" 8'-0" 3' G" 4'-G° NOT DEL'NE.ATE SC0P'5 OF WCRK AMONG _ - 3! - F r 18' x 36' ! 8' 136' -4'-C" 6 -0., i 3' G" 2'-0" 7'-0" -6" CON-PAC OR5 AND OWNER; 5U n uMIT5 OF S.S. LAME?, 20 x 40' 20 40' S'-0 17 6' i 3'-6' ! 4 -0 9'-0' r 8-0 3'-6" 5 -6 P,ESPONS'31LITY SMALL BE DEFINED IN THE O, „ " T ,T �--CONCRETE DECK- OR 8.. �i c `��CONCRETE DECK-•_ L'ONS RUB ION COd RACT5. I 5WIMOUT 2. r"` DOTTOM OF T7E POOL BED (AND ANY 5ACr.FILL' WA'ER LINE 571ALI BE FP,EE OF: LARGE 570NE5, ORGANIC - - -7 FROZEN CLOD5 OF EAR'•, KUBB1511, 570MP5. OR �'�IA5TE CONSTRUCT ION MATERfAL5. It - ----- 3. ANY GRAVEL BA5E "MATERIAL J5ED 5-ALL 8'-0" -- \ / / ( } CON5i5' OF CLEAN, COARSE SANG, OR BANK RUN min min r� ! • i GRAVEL, CONTAINING -TTLE OR NO FINE5, CR OR" MATERIAL, AND CUNTAIMNG LITTLE TO OPTIONAL DIVING NO COARSE FRA.GMEN-5 GREA`ER T;'iAN 51X 'NCHE5 30ARD �J A A IN D!AMETER. THE GRAVEL 9A5E MATERIAL 5r1AlL BE PLACED IN 5�iALLOW LIFTS AND i COMPACTED. r. 4. THE FOLLOW'NG A55UMPT1O%5 HAVE BEEN MADE FOP,THE ?REPA2,A"'ON OF TtiF5E DRAW;NG5 , I ~' ,~ •A: -NO 5PECIAL CON5IDE PAT ION5 ARF REQUIRED TO ACCOMMODAT. HtG' 5EA50NAL GROUNDWATER COND'.TION5 --HE POO_WILL BE INSTALLED ON A LEVEL, COMPACTED 5A5E. -ANY REQUlRFD LANDSCAPING .AND!OR RETAINING �\ WALL(5) 15 NOT -ART OF `"''5 5COPE OF WORK. -PKOPO5ED) POOL ARIA DOE5 NO- ENC?C.ACH UPON ANY: EA5EMENT5, Pill`BOUNDARY L,NE5, : ' 1 I-O" KAD ' } UTILIT;ES, 1wETLAND, OR 15D5'55. T`rPICAL ' 5.5. tV_ 1ANDRAIL g P00L 15 SERViCEO BY PUBLIC WATER AND ' ' OPTIONAL. POOL SECTION Ez-8 MUI I°AL SEWER. �- CONCRETE DECK--�,' - N0 VARANCES ARE REQUIRED TO 03TAIN - 5CALL= - i ;4' = ! -0' APPROVAL. --"E 50r. JPON �',m.Ch `HE POOL WILL BE r 4" CONCRETE DECK z iNYALLED WILL dAL E A BEARING CAPACI,Y EQUAL-'0 OR GKWT' THAN 3 000 LB5/5Q FT POOL AREA PLAN -THE POOL, ONCE FILLED, WILL BE MAJNTAJNED AT SCAL` 14 _ C" IT5 DE5JGN WATER LEVE'_ ELEVATION AT ALL P'TCH AWAY FROM POOL TIME5. I- ° d e ° -THE FOLLOVANG OF PROPER WINTERIZATION F P OPTIONAL DIVING ° PROCEDURES W►Ll B� TttE RES: ONSIBILITY F BOARD � L- �•JL�.I�JL.- i O THE OWNER V✓AT�R LINO - - -� �•e V d 5. ALL UNDERGROUND PIPING SHALL BE INSTALLED T r� v TIER e ° iN IREN„ E5 W"fCH ARE RELAT,1tL SMOOTH WA I ER LINE - ° 6 x 6 # 10 WIRE OR AND FREF OF ROCKS. µ!HERE (EDGE ROCK. G" WATER LINE TILE �i f15ERGLA55 MESH "ARDPAN, O+R BOU,.DER5 ARE ENCOUNTERED, THE 1 a e q TRENCH 5070V. 5HOULD BE ?ADDED U51NG A ;� bl (enure perrme,e�) MINIMUM OF 4' TAMPED EARTH OR SAND BENEA"" _�• F 1 6" COMPACTED SAND BASF- 4 .,, - - - -- ----------- ----- ----- --- -- -- --- ------- --- _ r, e THE PIPE ' #3 REINFORCING RODS - 12"C.C. /4 TO 3/8 WHITE MARCITE FINISH CONTINUOUS GRID PATFRN 6. ALL PIPING SHALL BE i 60 Iq RATED SOCKET WELD FITTINGS.- :� o` '' WALL5 FLOOR ALL UNE5 SHALL 5E INSTALLED A5 5ELF-DRAINING I _ _ _ - ° WITH NO DEAD LOOP5. HIGH POINT VENT5 AND LOW ! -- A• 1: A 1" "` e •o POINT DRAINS 5H '' BE IN5TALLED TO FACILITA'E 5T.ARTUP AND ANNUAL WINT`RIZATION. !•:yam.. i ALL UNDERGROUND ?IPING 5HAa BE ,, t :;:'✓'' tip d' PRESSOR` TESTED @ 1 .5 7IME5 WORKING PRF55URE ~, PRIOR TO COVER. 8. 5AFE U5E OF THE F.4GLiTY 6 DEPENDENT UPON d • �GUNI T E POOL SHELL PROPER 5UPERV1510N, MAINTENANCE, AND 5TRICT ( I a CONCRE7 TO O`VELOP CONFORMANCE TO 5AFETY REGULATION5 AND ST26 DAH OF 3000psr CON50ERATION5 BY BOTH OWNER AND U5ER5. a rN 28 DA?5 9. PERIMgETER FENCING, A5 REQJIRED, �YILL BE 5v OTHER5. �.ul .p d • ' e DOTE: TH15 POOL FACILITY 15 DE51GhEU CON5TRUCTION NOTE5: -- -------- - - t ---------------- FOR SOIL BEARING CAPACITY OF 1 CONCRETE SMALL HAVE A MINIMUM COMPRE551VE 5TRFNGT i 0` 3,000 P51 AFTER 28 DAY5. 000 Ibs/SQ.FT. MINIMUM ALL REINFORCED CONCRETE CONSTRUCTION' 5HALL LONGITUDINAL POOL SECTION A-A TYPICAL WALL DETAIL BE PERFORMED IN ACCORDANCE WITH tHE LATE5" SCALE 14"= 0" EDIT,ON OF ACI 318 AND DETAILED IN ACCORDANCE NOT TO SCALE 'Ill ACI 315. 1 2. ALL REINFORCING STEEL SHALL CONFOR,' TO A5TM 615, GRADE 60. WELDED WIRE ME51-I 5rIALL CONFORM TC A.STM-!85. 1 AMERICAN SWIMMING POOLS CORP. F _ � cON/y �i ` IAR:HUR f3.CRIPP5.JR.1 540 Arcade Avenue, Rt.44 3. THE CONTRACTOR SHALL SHORE OR BRAG AS R�QD. �� GF C�> �i1 ��`�H �F '��,k\ c ~'ram Seekonk, Massachusetts i AT ALL 5''AGE5 OF CON5TRUCTION TO ENSURE �� ' iC i �� C T T T ` R vPrA.Ca�r, G j � AFt�HUF R �'* n I _� �' s �RIr � TY ICHL DETAiL5 D 5 ILI RAIL 5TABILITY AT ALL TIME5 9 -� g ��,,, I i' ny o F 4. ALL WIRING TO BE PER=ORMED BY A LICENSED = * " �. r, •' >� u " `� ! GUNITE POOL CONSTRUCTION ! ELECTRICIAN IN ACCORDANCE WITH ALL �` o R \'°� �f o Q; ► ,�. ►f PA FOR,: 5T.ATE AND LOCAL CODES srE - - ---- -- - C1 P.E PRE FAO /ONAL �N� '' R G:SiFREO } ADDRESS: 5. BACKFILL MATERIAL A5 SPECIFIED IN GENERAL NOTE %,�{i` +� � �� -- Pr10FESSI ENGIN cR T #2, SHALL BE USED TO FILL ALL V010 SPAC`5 BETWEEN �>>��}}�►►� 5CALE: A5 NO F ED ��RN 81': gUi5E DATE: I JNDI5TUR.BED EARTH AND POOL EYTFR!OR, Jnb No Revl5lon: Orawrnq No: 5P I of I DIG SAFE NO. GENERAL & DETAIL SPECIFICATIONS SIZE DEPTH T AREA SQ. FT. POOL SHAPE " �-N r LEREF. NO. ' 3 [PERIMETER Z FT COPING a � TILE (o "X (o � TILE COLOR j POOL CAPACITY GALS. $ �1, FILTER M— 3 D 1, PUMP uA W IUD SVYf- IZ MOTOR H.P. z- SKIMMER MODEL PANTAi (�, QTY I` RETURN LINES 3 MAIN DRAIN I r BACKWASH TO NOA) �_ CHLORINATOR H VVA Q �JTv,MF I,n - UNDERWATER LIGHTIIO VOLTS'�0G WATTS BOARD SIZE NON F ~ BOARD SUPPORT I_i ' '. * GRAB RAILS �: ''N� TYPE Ris LADDER NONE CUP ANCHORS IN WALL - I Po►� LINE ROPE and FLOATS �J0PJ Ito50 + -r0 L0T LI Nr_ _ HEATER /4P0Tf.MP SIZE II�) ak BTU INPUT AT-;2 : ,. f- -- `J 0 + To L 0 T LINE- NATURAL GAS ] PROPANE ❑ OTHER FUEL PFA-r?cP GAS LINE BY:OWlV R_ VENTED BY: j \ ( TIME CLOCK N ONF ELECTRIC BY: C W1v ;�. >4 r j 13 r(a'r ELECTRICAL BONDING BY: WATER FOR GUNITE Of%/ S I TF vNex V `Q e.,. so, DECKING I UClo ` -"'� '- � '---• J POOL CLEANER P6 L A1Z! , ? �j GRADING ?fie- r `. r f, ;'� OrvL POOL SETBACK Rear Side �-- — -f-- SWIMOUT `&lC fl r IJri/`I SLIDE NON F HAND RAIL flf)b WATERTABLE CONDITION 1V C 1' _ RAISED BEAM ' : ' FT 6" _FT' FILL 'J, AWAY C4 D.O.P. ❑ POOL COVER TYPE L 0U P L. L. ; L ,�To j`vl PLASTER FINISH T/•GHQ HYDROTHERAPY SPA Depth SIZE JETS JET PUMP HP SKIMMER I j T � N C_2 MAIN DRAIN RETURN I -r N :� AIR BLOWER U Ec LIGHT PA { U FILTER HEATER I CHLORINATOR NAMEWA /t4f OAK 2 rT T� ---__.---_.. ..____ _ ____.. _____ _ __ ._ _.•_. 1 ADDRESS qo 1�-- _ -- CITY PHONE - - !_ _ F) C JOB ADDRESS a Scale: 'ie' = 1 All NO GRADING UNLESS SPECIFIED NOTES AMERICAN GUNITE POOLS �B OWNER: To determine approximate elevation of Pool on or before day of A DIVISION OF AMERICAN SWIMMING POOLS CORP. excavation. Pool area to be fenced per state and local ordinance. Gates to be �, 540 ARCADE AVE. self closing and self latching. _ P.O. BOX 248 OWNER: To wet down concrete structure at least two times daily for a i SEEKONK, MASS. 02771 -0248 minimum of seven days. Do not use rubber hose to fill pool as it will mark the (50$) 336-7577 interior plaster. r, MA. REG. NO. 100284 R.I. REG. NO. 217 OWNER: Extra charge for watertable condition. PATE DWN BY CK'D BY I REF NO. t L C� . ` C.B. \403-Z2 ES 'ND. OFF p.. PM 29.0 n l � � o �9" N69 x 37.5 x 40,6 19�3�� "` 35.5 a N�2 12 98� � -- O X 39.6 N X Q x 41.0 x 41:70 �' ,I iU / I L x 31 0 � �9.9 N LOT 145 4�1 o x 41.1 / . N co) - 3 o � v>. x 42.00 0 cu 43.3 -A Wo N Z x 40.5 x 41.5 R 13.2 x .o A k 43.3 Z x *2.7 3 .00 r x 41.10 LOT 143 x 39.1 DECK x '43.: x 43.3 �� 117,025 S.F. A � x 40.8 1 2.69 Ac, �- x 41.0 j 11 x 41.4 d OA� PR,OPOS r HOUSE. ►. 5 D BOX v) ' ' - BOX . � x 39.50 �� ti x 42.2 `� x 80 I \ x 42.9 PORCH GAR�I'GE '43.� a 4 x 2.3 <a x 39.3,! I a x 43.0 2.6 x 4 42.3 o 42.1 #1 x--44.0 - x 44.2 x 42.5 BENCHMARK x•.38.00 �.\ \ TOP OF BOUND � 38.40 �` 4- 43.5 � -._ - '�,S 1 , .70 q>�' c 2# J c�•S l S / / 5 FND. x 37.30 ��I � �/ / .43.6 1 x 43.9 i x .1 x 43.7 x 3 .60 41. ---�'* "'�i 273.4 ! C.B. �f ! FND. e 3 x 37. x 37. 4210 4/ •0 4.2 / ELEVATIONS ARE BASED ON N.G.V.D. C.B. BENCHM A RK X 4 x FND. TOP OF BOUND EL. = 44.00' x 43.5 x 36.70 / x 43.0 LOT 144 ,> �` 9. 5 x 37. - _ x 41.1 34 x- 32 LOT4,c x 26 �1 s 1 . o x 23.50 x 29.2 -J w � �U ti. 3 ti 01) x 27.60 x 2 x A9.5 SITE PLAN OF LOT 143 0/ �'-- -- L.C.C. 5725-51 IN PLAN �'-� 30 .40/ � (OSTERVILLE) SCALE: 1" = 40' 39.20` - 32 3 BARNSTABLE MASS . 1. THIS PARCEL IS NOT\TED IN THE FLOOD PLAIN. FOR 34 � 2. REMOVE UNSUITABLE. BENEATH PROPOSED SYSTEM, BACKFILL ' I' x 34•90 _- O BE GRADED AS FOLLOWS: NOT WITH CLEAN. .GRAt IULATERIAL FILL TO __-_ u ,__.___ ._ ___ _ . _ . _._ . -_____ -------_____-- _- -- n Ll f�l t`_.-_ Os 1__♦ 1 LA.♦ ♦ TA►1