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160 4 c n , „ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel oZ �G Application Health Division 0 f Date Issued Conservation Division �J mow" �� Application Fee Planning Dept. °E Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address S Q-0 . yI e C"b .,.'Vd� Village 0.5 y I Owner ✓►'Ia's Address Co''-l5 b LLtAbajjfn b r Telephone 33 O -t Cl HI-V&S(M 1 d ki' D 9 y.1-3 (o. D Permit Request __ 1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 000 Construction Type Lot'Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 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 LNlyles ❑ No If yes, site plan review# ate, Current Use � Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name S G CS �P_at(e Telephone Number 51>26- 44-Ak' `7 ! 0 Address R PS 6)C 1 7 License # O.S_ OCl�4 5Dn e5+cIr V i l L, Ik-iA O ato S Home Improvement Contractor# 5 5 3 Email Worker's Compensation # W uh - $I- y(o ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE . � FOR OFFICIAL USE ONLY APPLICATION # ` DATE ISSUED MAP/ PARCEL NO. --`ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME S h g�j ' t` IINSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-094500 � Construction Supervisor 1,40 . JAMES S PEACOCK vF•= $;' PO BOX 171 `="a OSTERVILLE MA 02655: ``'`' I CA--- Expiration: Commissioner 07/22/2018 I Vxe 1;'ont;7tow"verlIll?. n4—'11" Office of Consumer Affairs&Business Regulation License or registration valid for individual use only << HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration::>:, 151853 Type: Office of Consumer Affairs and Business Regulation � F. 10 Park Plaza-Suite 5170 a -,a Expiration:r7;.7%120..8 Private Corporation __= _= Boston,MA 02116 SCOTT PEACOCK BUILDING:&:_REMODELING INC JAMES PEACOCK 1046 MAIN STREET SUITE-7-" OSTERVILLE, MA 02655 [undersecretary Not valid without signature I ACORV 'CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 07/10/2017 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 have ADDITIONAL INSURED provisions or 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 endorsements). PRODUCER CONTACT NAME: Germani Insurance Agency PHONE . (508)428-9194 FAX No): (508)428-3068 908 Main Street E-MAIL @9 ADDRESS: certs@germaniinsurance.com INSURERS AFFORDING COVERAGE NAIC# Osterville MA 02655 INSURER A: SAFETY INS CO 39454 INSURED INSURER B: Granite State-AIU Holdings 000000 Scott Peacock Building&Remodeling,Inc. INSURERC: P.O.BOX 171 INSURER D: INSURER E: Osterville MA 02655 INSURERF: 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 TYPE OF INSURANCE ADDL S BR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 DAMAGE O RENT D CLAIMS MADE a OCCUR PREMISES Ea oaurrence S MED EXP(Any one person) S A BMA0022118 07/05/2017 07/05/2018 PERSONAL&ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000.000 POLICY 0 PRO- JECT LOC PRODUCTS-COMP/OP AGG 5 OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S Ea accident ANY AUTO BODILY INJURY(Per person) S OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS ONLY AUTOS PROPERTY DAMAGE HIRED NON-OWNED S AUTOS ONLY AUTOS ONLY Peracddenl S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE 5 DED 17 RETENTION S S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY B OFFICER/MEMBER ER EXXCLUDERXECUTIVE El N/A E.L.EACH ACCIDENT 5 500,000 WC 005-81-5464 06/22/2017 06/22/2018 (Mandatory in NH) EL.DISEASE-EA EMPLOYEE s 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Scott Peacock Building&Remodeling Inc ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 171 Osterville,MA 02655 AUTHORIZED REPRESENTATIVE Fax: Email: ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Tie WZof Lmmlgwiara. . 1 a HAI 02M gapldja .-Nam t'.SSf�F?a '-"�1'`ac�cuesS�- =�LC�`j"''-e,f-�+[`.`-L,L`•<' JZr( �Z- appropriateb&m•'{ ` 1 ��q= L��am �plcy�� � ❑Z a�a bzu.=aa1 cou�ctorandl -_ �o �°ecF(,- . emp-lcr3 ees(Ul audfofp2d- e r lmvehired$e 6- ❑-New cemsLMI-i g ❑ I am a sole pmpsiettw Orp,,ta,- listad oafle attae_'�d sayer 7_ (� s . s-,,-and bar aO - j s Wiese sub-conftac-iossl aw.a 0 TnrtQd7n3 I"aca s+L-LII MY c .r- `mPloyms bare wor�Z&' [Mnro-,�'M&coran_M- sUm -e comp_sncTrran i p--®��c5agaddifion iz-^_ � T a- ❑ vWc.e2raacorpa-6flnaug:iis Etwhscdrep'aissnranad-EGne �-Q �2II�2�1�'i1.�0&'l�p`oStL�a�Tti�-L OT�"�C233�"i3t��Rrric�pyr� - 4 a�,.„,, iqg airs '-f[No�T�er''omm �.t OY e$e u perMCG., 1 Q'�bs epaszs Or ad:uLoac ' s-2MIm=e.•zT3irec7-j s c-152--61(jff�L an&-wehavesm. LEI Roofregaim e Ioye�[vo WOAM& I?_❑Dtber t o?SD_it mmace`=qaired l E i6f2�S- fL�P aWE EZapla--� �3�xLn�en+i,sa QtncTt£�nSE eQ�.Sas.� Tainamekp` lyjfitiSpPQ4reg27[��7IItT1 �rS�comve?aaffa?YZYLRbTQF.LB�DPr7f �Q t xrZ�'oi7T12i7DP� ��ees .$�Gapisflis�rr�m'�'Ljolas� 3m-d12r a t.0+�7S73fS1J i 3QF$= b U a.-jl)'a lob Slt� *� � 5 n 3ea- V O 6w Av6 ciiglSfawzip: ✓1 e, i l U a(QS�S Attach---copy of ate a��r�-�so�pens2aapo3�cp decr�rafir�pate fit. ( mvh�g the gbficy Aber and expjj: 4,,71 dale). Fad is S—Mr eo age as rc�u�rr n�, Se an 2� of Cz�.c Imo% Ind &L imposal m of eri..i- peualLes o�a �eII *G .6�OUaZtlS{OFO*3P ear -. ��as�Rrr3penaliv��fefimZofaSTOPWO�RKO DERauda-tine of ups Q_ET{F a clap a��aimsz d�violazOL adrssrd�a cupY Or'fais : �j be irnvas ded f go flarce of -aria-- 1'SG hEr 7y grtonndcrdie 'om FJBltahiyc c'� 2�FII r�IB G 2F�71di• B�iD4'BSR L13TB and E Gam- O----ijd row Da-netmiL,in&€..megy w Be co feted by cify artnrsn Z e�p or 3owmLi eaSe=- A (cLc-.oFe): L 1.�� „m s ca--r-ss��* 4.Eiecftic3i mF Dh �^ �o ®Boise Cascade triple 1-3/4" x 18" VERSA-LAM®2.0 3100 SP Roof Beam\RB02 HEM Dry 11 span I No cantilevers 1 0/12 slope August 14,2017 14:35:34 BC CALC®'Design'Report Build 5966 File Name: BC CALC Project Job Name: Thomas Description: roof girder Address: 150 Seaview Ave Specifier: City, State,Zip:Osterville, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: �o 12 3 4 6 7 8 9 24-00-00 BO Bt Total Horizontal Product Length=24-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow wind Roof Live -BO,3-1/2" 3,983/0 4,444/0 B1,3-1/2" 3,983/0 4,444/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 24-00-00 15 30 01-04-00 2 Reaction from Desi... Conc. Pt..(Ibs) L 02-08-00 02-08-00 683 793 n/a 3 Reaction from Desi... Conc. Pt. (Ibs) L 00-00-00 00-00-00 683 793 n/a 4 Reaction from Desi... Conc. Pt. (Ibs) L 05-04-00 05-04-00 683 793 n/a 5 Reaction from Desi... Conc. Pt. (Ibs) L 08-00-00 08-00-00 683 793 n/a 6 Reaction from Desi... Conc. Pt. (Ibs) L 10-08-00 10-08-00 683 793 n/a 7 Reaction from Desi... Conc. Pt. (Ibs) L 13-04-00 13-04-00 683 793 n/a 8 Reaction from Desi... Conc. Pt. (Ibs) L 16-00-00 16-00-00 683 793 n/a 9 Reaction from Desi... Conc. Pt. (Ibs) L 18-08-00 18-08-00 683 793 n/a 10 Reaction from Desi... Conc. Pt..(Ibs) L 21-04-00 21-04-00 683 793 n/a 11 Reaction from Desi... Conc. Pt. (Ibs) R 00-00-00 00-00-00 683 793 n/a Controls Summary Value Rio Allowable Duration case Location Pos. Moment 44,053 ft-Ibs 54.7% 115% 4 12-00-00 End Shear 6,795 Ibs 32.90/a 115% 4 01-09-08 Total Load Defl. U327(0.864") 55% n/a 4 12-00-00 Live Load Defl. U621 (0.455") 38.6% n/a 5 12-00-00 Max Defl. 0.864" 86.4% n/a 4 12-00-0.0 Span/Depth 15.7 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %AI low Bearing Supports Dim.(L x W) Value Support ' Member Material BO Wall/Plate 3-1/2"x 5-1/4" 8,427lbs n/a 61.1% Unspecified B1 Wall/Plate 3-1/2"x 5-1/4" 8,427 Ibs n/a 61.2% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Page 1 of 2 ®Boise Cascade ' Triple 1-3/4" x 18" VERSA-LAM®2.0 3100 SP Roof Beam\RB02 Dry 11 span I No cantilevers 1 0/12 slope August 14,2017 14:35:34 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Thomas Description: roof girder Address: 150 Seaview Ave Specifier: City, State,Zip:Osterville, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Design meets Code minimum(L/180)Total load deflection criteria. Disclosure Design meets Code minimum(L/240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence of suitability for particular application.Output here based Design based on Dry Service Condition. on building code-accepted design properties and analysis methods. Connection Diagram Installation of Boise Cascade engineered b d wood products must be in accordance with Lr current.Installation Guide and applicable a building codes.To obtain Installation Guide — • • • or ask questions,please call o o (800)232-0788 before installation. i • • BC CALCO,BC FRAMER®,AJS- e o 0 o ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAMS,VERSA-RIM PLUS®,VERSA-RIM®, a minimum=2" c= 13" VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood b minimum=3" d=24" Products L.L.C. e minimum=3" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads,please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails I ®BolseCascade Quadruple 1-3/4" x 16" VERSA-LAM®2.0 3100 SP Roof Beam\RB02 Dry 1 span. No cantilevers 1 0/12 slope August 14,2017 14:35:10 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Thomas Description: roof girder Address: 150 Seaview Ave Specifier: City, State,Zip:Osterville, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: �o 12 4 5 6 7 8 9 24-00-00 BO B1 Total Horizontal Product Length=24-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 4,044/0 4,444/0 B1,3-1/2" 4,044/0 4,444/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 24-00-00 15 30 01-04-00 2 Reaction from Desi... Conc. Pt..(Ibs) L 02-08-00 02-08-00 683 793 n/a 3 Reaction from Desi... Conc. Pt. (Ibs) L 00-00-00 00-00-00 683 793 n/a 4 Reaction from Desi... Conc. Pt. (Ibs) L 05-04-00 05-04-00 683 793 n/a 5 Reaction from Desi... Conc. Pt. (Ibs) L 08-00-00 08-00-00 683 793 n/a 6 Reaction from Desi... Conc. Pt. (Ibs) L 10-08-00 10-08-00 683 793 n/a 7 Reaction from Desi... Conc. Pt. (Ibs) L 13-04-00 13-04-00 683 793 n/a 8 Reaction from Desi... Conc. Pt. (Ibs) L 16-00-00 16-00-00 683 793 n/a 9 Reaction from Desi... Conc. Pt. (lbs) L 18-08-00 18-08-00 683 793 n/a 10 Reaction from Desi... Conc. Pt..(Ibs) L 21-04-00 21-04-00 683 793 n/a 11 Reaction from Desi... Conc. Pt. (Ibs) R 00-00-00 00-00-00 683 793 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 44,404 ft-Ibs 51.7% 115% 4 12-00-00 End Shear 6,862 Ibs 28% 115% 4 01-07-08 Total Load Defl. U304(0.93") 59.2% n/a 4 12-00-00 Live Load Defl. U582(0.485") 41.2% n/a 5 12-00-00 Max Defl. 0.93" 93% n/a 4 12-.00-.0.0 Span/Depth 17.7 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 7" 8,488 Ibs n/a 46.2% Unspecified B1 Wall/Plate 3-1/2"x 7" 8,488 Ibs n/a 46.2% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Page 1 of 2 S Boise Cascade Quadruple 1-3/4" x 16" VERSA-LAMS 2.0 31,00 SP Roof Beam\RB02 BC CALCO"Design`Report Dry 11 span I No cantilevers 1 0/12 slope August 14,2017 14:35:10 Build 5966 File Name: BC CALC Project Job Name: Thomas Description: roof girder Address: 150 Seaview Ave Specifier: City, State,Zip:Osterville, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Design meets Code minimum(L/180)Total load deflection criteria. Disclosure Design meets Code minimum(L/240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence of suitability for particular application.Output here based Design based on Dry Service Condition. on building code-accepted design properties and analysis methods. Connection Diagram Installation of Boise Cascade engineered b d wood products must be in accordance with current Installation Guide and applicable a building codes.To obtain Installation Guide -• r• • or ask questions,please call (800)232-0788 before installation. c BC CALC®,BC FRAMER®,AJS- ALLJOISTO,BC RIM BOARD- BCI®, • • BOISE GLULAMTm,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, a minimum=2" c= 12" VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood b minimum=2-1/2"d=24" Products L.L.C. Connection design assumes point load is top-loaded. For connection design of side-loaded point loads,please consult a technical representative or professional of Record. Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. Bolts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. Connectors are: 1/2 in. Staggered Through Bolt ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Roof Beam\RB01 BC'CALCO Design Report Dry 12 spans I Right cantilever 1 4/12 slope August 14,2017 14:30:40 Build 5966 File Name: BC CALC Project Job Name: Thomas Description: roof purlins Address: 150 Seaview Ave Specifier: City, State,Zip:Osterville, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: ,__14 12 I l l l i l l l l l l l l l l l l l l l i l l l l l l l l l l l 1 1 1 1 1 1 1 1 BD 18-00-00 B 01-00-00 Total Horizontal Product Length=19-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 649/0 729/0 B1, 3-1/2" 708/0 793/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag_Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 19-00-00 21 30 02-08-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 5,950 ft-Ibs 24.70/6 115% 5 09-02-04 Neg. Moment -76 ft-Ibs 0.3% 115% 7 18-00-00 End Shear 1,333 Ibs 12.2% 115% 5 00-03-08 Cont.Shear 1,328 Ibs 12.2% 115% 7 17-10-04 Total Load Defl. U449(0.5") 40.1% n/a 5 09-02-04 Live Load Defl. U849(0.265") 28.3% n/a 8 09-02-04 Total Neg. Defl. 2xL/1,998(-0.09") n/a n/a 5 19-00-00 Max Defl. 0.5" 50% n/a 5 09-02-04 Cant. Max Defl. -0.091, n/a n/a 5 19-00-00 Span/Depth 22.4 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 5-1/4" 1,379 Ibs n/a 10% Unspecified B1 Beam 3-1/2"x 5-1/4" 1,501 Ibs 10.9% 10.9% Versa-Lam 2.0 Slope and Cut Length slope Fascia Depth Horiz.Length Product Length Plumb Cut with Hanger to dbl.top plate 4/12 101, 19-00-00 20-03-08 Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Design meets arbitrary(1") Cantilever Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. Page 1 of 2 f IT)Boise Cascade Triple,1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Roof Beam\RB01 Dry 2 spans I Right cantilever 1 4/12 slope August 14,2017 14:30:40 BC CALLO'Design Report Build 5966 File Name: BC CALC Project Job Name: Thomas Description:roof purlins Address: 150 Seaview Ave Specifier: City, State,Zip:Osterville, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure #--l'b d Completeness and accuracy of input must be verified by anyone who would rely on a • • • output as evidence of suitability for 0 T 0 particular application.Output here based c on building code-accepted design properties and analysis methods. • • Installation of Boise Cascade engineered e 0 0 0 wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" C=4-1/2" (800)232-0788 before installation. b minimum=3" d=24" e minimum=3" BC CALC®,BC FRAMER®,AJS- ALLJOIST®,BC RIM BOARD-,BCI®, Nailing schedule applies to both sides of the member. BOISE GLULAMTm SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Connectors are: 16d Sinker Nails VERSA-STRANDO,VERSA-STUDO are trademarks of Boise Cascade Wood Products L.L.C. r ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof Beam\RB01 Dry 12 spans Right cantilever 1 4/12 slope August 14,2017 14:31:13 BC CALCO Design-Report Build 5966 File Name: BC CALC Project Job Name: Thomas Description: roof purlins Address: 150 Seaview Ave Specifier: City, State,Zip:Osterville, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: �4 12 f l l i l l l l l l l l l i l l l l l i i l l l l l l l l l l l l l l f l l l l i i 8-00-00 of-o0-00 BO B1 Total Horizontal Product Length=19-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow wind Roof Live BO, 3-1/2" 626/0 729/0 B1,3-1/2" 683/0 793/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 1150/6 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 19-00-00 21 30 02-08-00 Controls Summary Value %Allowable Duration case Location Pos. Moment 5,850 ft-Ibs 23.9% 115% 5 09-02-04 Neg. Moment -74 ft-Ibs 0.3% 115% 7 18-00-00 End Shear 1,311 lbs 14.4% 115% 5 00-03-08 Cont.Shear 1,306 Ibs 14.4% 115% 7 17-10-04 Total Load Defl. U595(0.378") 30.3% n/a 5 09-02-04 Live Load Defl. U1,106(0.203") 21.7% n/a 8 09-02-04 Total Neg. Defl. 2xL/1,998(-0.068") n/a n/a 5 19-00-00 Max Defl. 0.378" 37.8% n/a 5 09-02-04 Cant. Max Defl. -0.068" n/a n/a 5 19-00-00 Span/Depth 18 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 3-1/2" 1,355 Ibs n/a 14.8% Unspecified B1 Beam 3-1/2"x 3-1/2" 1,476 Ibs 16.1% 16.1% Versa-Lam 2.0 Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length Plumb Cut with Hanger to dbl.top plate 4/12 10" 19-00-00 20-04-05 Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. Page 1 of 2 ®Boise Cascade Double.1-3/4" x 11-7/8" VERSA-LAM®2.0 31.00 SR Roof Beam\RB01 Dry 2 spans Right cantilever 1 4/12 slope August 14, 2017 14:31:13 BC CALL®Design"Report Build 5966 File Name: BC CALC Project Job Name: Thomas Description: roof purlins Address: 150 Seaview Ave Specifier: City, State,Zip:Osterville, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: -Connection Diagram -Disclosure �{b —d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. 1 Installation of Boise Cascade engineered 0-1 • wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=3" d=24" BC CALC@,BC FRAMER@.,.AJS----, Member has no side loads. ALLJOIST®,BC RIM BOARD-,BCI@, Connectors are: 16d Sinker Nails BOISE GLULAMTm,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND®,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Town of Barnstable r Regulatory Services Richard V.Scab,Director ►�� Building Division Paul Roma,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 I, S ct, ' as Owner of the subject property hereby authorize S ( 0-(_CC�C- -- to act on my behalf; in an 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 . p ions are perf ed and accepted o .Owner tore of Applicant Print Name Print Name QTORMs:OVft IMER?v=ONPWIS Town of Barnstable *Per ' y g� S� �T Regulatory Services wee 6 months from issue date ARNSBBA.r.E. � Richard V.Scali,Director s i639-.��0� /t�I . ��J�ir; E°^tea ?018 Building Division Paul Roma,Building Commissioner jLj 'cam 200 Main Street,Hyannis,MA 02601 v www.town.barnstable.ma.us Office: 508-862-4038 dax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY ��^ &Q0 Not Valid without Red X-Press Imprint Map/parcel Number of Property Address 1 5-0 P Residential Value of Work$ �� ��� Minimum fee of$35.00 for work under t6000.00 l --� Owner's Name&Address /-�� S M , Dh2 6 X S L) ya 3 Contractor's Name J .__Sce >7 T Pe o o('a:� Telephone Number ,572R,— Q 8 700 Home Improvement Contractor License#(if applicable) 1 S 16 S 3 Email: S C.D GLC o4tp Ve Fl 7,617M— Construction Supervisor's License#(if applicable) C S — 09 Ll 5 00 ]Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ lam the Homeowner ,4 I have Worker's Compensation Insurance -7— Insurance Company Name Workman's Comp. Policy.# We, opS-8 f cL�q(pq Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ®fie-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping: Going over existing layers of roof) ❑ Re-side O111-eplacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is re ed. SIGNATURE: Q:\WPFILESTORMS\building permit forms\EXPRESS.doc 01/25/17 �THE J�, Town of Barnstable Regulatory Services MAS&�E' Richard V.Scali,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I LISA M THOMAS , as Owner of the subject property hereby authorize SCOTT PEACOCK to act on my behalf, in all matters relative to work authorized by this building permit application for: 150 SEA VIEW AVENUE OSTERVILLE,MA 02655 (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. C tgnature of 6wner S0 ature of Applicant sa M Print Name Print Name Date Select Language I Assessing Division Property Lookup Results - 2018 367 Main Street,Hyannis,MA.02601 <<BACK TO SEARCH<< Print Owner Information-Map/Block/Lot: 162/020/-Use Code: 1010 Owner Owner Name as of 111/17 THOMAS,LISA M Map/Block/Lot GIS MAPS 2895 BLAIKLEY 162/020/ Property Address HUDSON,OH.44236 150 SEA VIEW AVENUE Co-Owner Name Village:Osterville Town Sewer At Address: No GIS Zoning Value:RF-1 Assessed Values 2018-Map/Block/Lot: 162 1 020/-Use Code: 1010 2018 Appraised Value 2018 Assessed ValuePast Comparisons Building $341,500 $341,500 Year Assessed Value Value: Extra $55,700 $55,700 2017-$2,081,900 Features: 2016-$2,048,800 2015-$2,131,300 2014-$2,374,800 2013-$2,374,800 Outbuildings:$0 $0 2012-$2,367,400 2011 -$2,425,300 Land Value: $1,690,000 $1,690,000 2010-$2,425,400 2009-$2,006,800 j 2018 Totals $2,087,200 $2,087,200 2008-$2,151,100 2007-$2,150,000 Tax Information 2018-Map/Block/Lot: 162/020/-Use Code: 1010 Taxes C.O.M.M.FD Tax(Commercial) $0 C.O.M.M.FD Tax(Residential) $3,360.39 Fiscal Year 2018 TAX RATES HERE Community Preservation Act Tax $601.74 Town Tax(Commercial) $0 Town Tax(Residential) $20,057.99 $24,020.12 Sales History-Map/Block/Lot: 162/0201-Use Code: 1010 History: Owner: Sale Date Book/Page: Sale Price: THOMAS,LISA M 2017-07-10 30617/143 $2250000 LEMKAU, KATHERINE A 2008-02-01 22642/223 $2900000 CORSINI,BRYAN M&HEATHER E2005-10-07 20343/196 $2300000 JAYE,BARRY M&JULIE R 1998-07-09 11560/154 $895000 HARRISON,GEORGE&RENATA 1963-10-16 1222/176 $0 Photos 162/0201-Use Code: 1010 Sketches-Map/Block/Lot:162/020/-Use Code:1010 F U91 FAT 14 US OP FUS 8 FQ� SAS 1 US 10. 9 SM1 8ASF 103. 21 10 32 1 0 24 1 FUS SAS 2 7SEA VIEW_AVE., AS Built CardS:Click card#to view:Card#1 Constructions Details-Map/Block/Lot: 162/020/-Use Code: 1010 Building Details Land Building value $341,500 Bedrooms 7 Bedrooms USE CODE 1010 Replacement Cost $487,914 Bathrooms 5 Full-1 Half Lot Size 0.82 (Acres) Model Residential Total Rooms 11 Appraised $1,690,000 Value Style Conventional Heat Fuel Gas Assessed $ Value 1,690,000 Grade Custom Heat Type Hot Air Year Built 1910 AC Type Central Effective 30 Interior Hardwood depreciation Floors Stories 2 Stories Interior Walls Drywall Living Area sq/ft 4,045 Exterior Walls Clapboard Gross Area sglft 6,517 Roof Gable/Hip Structure Roof Cover Wood Shingle Outbuildings&Extra Features-Map/Block/Lot: 162/020/-Use Code: 1010 Code Description Units/SQ ft Appraised Value Assessed Value FOP Open Porch-roof- 838 $25,800 $25,800 ceiling FEP Enclosed porch- 30 $3,600 $3,600 roof,ceiling BMT Basement- 1130 $20,200 $20,200 Unfinished FPL3 Fireplace 2 story 1 $4,800 $4,800 FPO Ext FP Opening 1 $1,300 $1,300 Sketch Legend Property Sketch Legend B2N Bam-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area FUS Second Story Living Area SPE Pool Enclosure (Unfinished) (Finished) BRN Barn GAR Garage TQS Three Quarters Story(Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) FEP Enclosed Porch MZ1 Mezzanine,Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story (Unfinished) FOP Open or Screened in Porch PRT Portico WDK Wood Deck PTO Patio 1�9Print 'Contact Director Edward F.O'Neil,MAAA I P 508-862-4022 The Camrnonyveaith afMassachuse&T Deparfiamt a,fludk3trial Accidents - Ojgke-of Iis atigwions 600 Mashbigtm,`.s`reet Roston,MA 02M wni mass-govldia Workers' Compensation Insurance Affidavit:B-ddders/ConicmctorslFlectdcians/Numbers Applicant Infarmatian- Please Print 1,e6b' Name(Burners/Organization/Individnal):Scc>j-�- )����C_t?c::l�.. C3 v i'I d i�]f `� �e►�-r,L�F,I i,�, C_, Actress: 0. ►c`d( MCI 1 Y1 5 S LJl { °' City/Stat&Zpp:DS-e r V1 J I i 0a c2SS— Phone i4E_ Are you an employer?Check the arpropriatebox: I of of ect(required): 4. I am a confiactor and i �'� Pr i I.�T am a employer with ❑ g�1 6_ El New construction employees(full and/or part-time)-* have hired the sub contractors. 2_❑ I am a sole proprietor orpartaef listed on the attached sheer; 7. ❑Re odelirzg slip and haze no employees These sub-contractors have g- ❑Demolition working forme in any calm city employees and have workers' [No workers' comp_insurance comp.iasuranct i g- ❑Building addition required-] 5. ❑ We are a corporationand its 10-0 Electrcal repairs or additions 3.❑ I am a homeorw er doing all t;ot: officers have exercised fheir 11- ]Plumbing repairs or additions. my--If [No workers'comp- tight of eimr ptioa per MGL 12-0 Roof repairs msurance required-]t c.152,§1(4) and we hinm no employees-[Na worers' 13❑Other comp_incmance req iced-1 *AZT appbamt that checks bmt Rl mast slso fill out the section below showing hbeir vmAea'compemafroa polio aufmmadcm- 1 Snmevarners who submit this st'ndTvir iraics i they ace daiug all troric sad then hue o-mside contractnn mast submit a near a�dsvit md-i sa snrlL Coat:scmis thst chea this bmc mast amchad an additional sheet shoring the nsme of me sub-c=a3 ore and state whether ocnot those entities have e 3 iglvyees- If the sub-contractors hsve employees,they m=pmvide their wo kew comp.pouts at mob ez -1am as employer dial is provi4bkg tl'ork-ers'comperL=&n insurance far ozy entpinyress. Beloty is She po Ecy and job site rnfor m ado-IL Insurance Company Name: U rC{ 17 i! -, S Policy#or Self-ins-Lic--' d S •J (o Expiration Job Site Address- JrD Se a V 1 e-L6 Ale—, city tawzip_OSfer vi I fe DQ&5 5 Attach.a mpY of the workers'compensation polies declaration page(shuNying the policy number and expiration date). Failure to secure coverage as required under Section 25A o€MGI,c. 152 can lead to the imposition of criminal penallies of a fine up to$L500-00 and/or one-yearimprisonment,as well as civil penalties ies m the form cf 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 lures#ptions of fire DIA fix insurance coverage verification.. -- - - - - - _ Ido here rl� tinder the its andpenalYies ofperfiury dhatfha ihforwzathon pro•r&d abzn a is bw and correct Siacrature: Date: Phone#: v', _ -7(gQn ---.-.------- _O:f�zctaI-riseonf}'.-]7a-trot-hyriteiltflriL�aare�-bs ca° ur-tnhcn - L - "rrFIeted-b3''cnj'' -, --- --------- -- — City or Town:. PermiVUceuse# LsspinaAuthoiity(cirde one): 1.Board of Health 2.Building Derartruent 3.Cit yfrown Qerk 4.Electrical Inspector �.Ptuanblug Inspector 6.Other Contact Person: Phone 9- 6 Commonwealth of Massachusetts Division of Professional Licensure ' Board of Building Regulations and Standards Construction`Supervisor CS-094500 EXpires:07/22/2020 JAMES S PEACOCK- 1046 MAIN ST.,UNIT 7 :. , w . P.O.BOX 171-". ::u=� OSTERVILLE MA-.02666 4b Commissioner C�r-- /ze c(�o�nzmzonzueall/o�C�i�laaaac/zuaell�i Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE::Comoration Reaistration-J• Expiration 151853" 107/06/2020 SCOTT PEACOCK B0 ING i •REMODELING INC JAMES S.PEACOCK; 1046 MAIN STREET SUITE 7 OSTERVILLE,MA 02655 Undersecretary I 1 CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYYY) 07/19/2018 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 have ADDITIONAL INSURED provisions or 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 endorsements . PRODUCER CONTACT NAME: Germani Insurance Agency PHONE 5O8)428 9194 n/c No): 508 428-3068 908 Main Street E-MAIL ADDRE s: certs@gerrnaniinsurance.com INSURERS AFFORDING COVERAGE NAIC# Osterville MA 02655 INSURER A: SAFETY INS CO INSURED INSURER B: Granite State-AIU Holdings Scott Peacock Building 8r Remodeling,Inc. INSURER C: P.O.BOX 171 INSURERD: INSURER E: Osterville MA 02655 INSURERF: 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 LTRTYPE OF INSURANCE ADDL SUER POLICY NUMBER pMLI Y EFF MPOLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �X OCCUR DAMAGE TO RENTED PREMI E Ea ocwrrenre $ MED EXP(Any oneperson) $ A BMA0022118 07/05/2018 07/05/2019 PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT aaccide $ Ent ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per aaident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 B OF MBER EXCLUDED? ❑ N/A WC 005-81-5464 06/22/2018 06/22/2019 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below I I I I E.L.DISEASE-POLICY LIMIT $ 500,000 1= DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Scott Peacock Building&Remodeling,Inc. ACCORDANCE WITH THE POLICY PROVISIONS. P.O.BOX 171 AUTHORIZED REPRESENTATIVE Osterville MA 02655 Fax:508-428-7625 Email:scott_peacock@ved7on.net ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD .� ^ .� _ Town of Barnstable _ _ M Buildin — g 'Post This Card So That it is Visible_From the Street-Approved Plans Must be Retained on Job and this Card'Must be Kept 1 +Posted.Until Final Inspection Has Been Made. , 3`639. Where a Certificate of Occupancy is Required,such Building shall Not be.Occupied until a Final Inspection has been made. Permit Permit No. B-17-3351 Applicant Name: VIOLA ASSOCIATES,INC. Approvals bate Issued: 10/02/2017 Current Use: Structure Permit Type: Building-Pool-Above Ground Expiration Date: 04/02/2018 . Foundation: Location: 150 SEA VIEW AVENUE,OSTERVILLE Map/Lot: 162-020 W Zoning District: RF-1 Sheathing: Owner on Record: LEMKAU,KATHERINE A Contractor Name:`^.EDWARD TRAINOR Framing: 1 Address: 6475 DUNBARTON DRIVE Contractor License: CSFA-106159 2 HUDSON,OH 44236 �,.� Est. Project Cost: $178,000.00 Chimney: Description: INSTALLATION OF 22'X44'RECTANGLE INGROUND POOL WITH AN 't Permit Fee: $125.00 8'8 SEPARATE INGROUND SPA. BOTH POOL AND SPA EACH AVE Insulation: Fee Paid:' $ 125.00 ASTM F 1346-91 SAFETY COVERS.CODE COMPLIANT BARRIER FENCE Final: TO BE 48" HIGH WROUGHT IRON AS DETAILED ON SITE PLAN Date: 10/2/2017 Project Review Req: E Plumbing/Gas Rough Plumbing: \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. �—�—------- r` Electrical i Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining 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: 7.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"(as set 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 to ,aQ 1c� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION I Map &Z Parcel �Z� Application # -�._ , 3`' F Health Division Date Issued h Conservation Division J Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH. Preservation/ Hyannis Project Street Address ZO 46Wl,�O_ Village f7a- , Z r Owner Z4,4 Address 0'75_k4e,fl2TOyAW_ • Aof.1W 1y AZW Telephone �)Ww Permit Request �i 3 4Vt 47/ON o` 11'x Yy /�cr�y6C� 1��.�o�NO ova be,,)W �i//�X �A�qr�' 1.✓G/lat�iYO .1A. �ny alai- �r✓d �/4 �a eewel/ "elw&- 19VI-f Ge27�f1O 4reTY�dG/lS. CODS �i�i°C/Ar✓r �922/�� j6r1i�� '3�S A7.t/z� To x Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation /71 V Construction Type Lot Size Grandfathered: .❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) a Age of Existing Structure Historic House: ❑Yes 0 No9&On Old King's Highway: 0 Yes ❑ No, Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) BasemehtvUnflni6h d Area(Aq.ft) Q;. Number of Baths: Full: existing new Haifbexisting?' 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 0 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: 0 existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name G5cvA/10 /1lilgl e Telephone Number Address /D /f(wl 14w.' UN/r /7 License # /Nw/ 19 Home Improvement Contractor# Email l00g" Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ys9QA1l,OI/la' �/rs�' r� CiZ/ry ��4 i sT �r� Y/1�DU1i/ A9. 0�6 �� SIGNATURE �/ DATE FOR OFFICIAL USE ONLY 1 . APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ;? J { FRAME - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: . ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts 1 Pri�ntt or mg" Department of Industrial Accidents Office of Investigations ' I Congress Street, Suite 100 u Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Viola Associates,Inc. Address: 110 Rosary Lane, Unit A City/State/Zip: Hyannis, Ma. 02601 Phone #: 508-771-3457 Are you an employer? Check the appropriate box: Type of project(required): 1.0 I am a employer with 35 4. ❑ I am a general contractor and 1 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no Swimming Pool employees. [No workers' 13.❑✓ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside 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. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Acadia Insurance,Inc. Policy #or Self-ins. Lic. #: WPA0218000-21 Expiration Date: 4/29/18 Job Site Address: 150 Sea View Avenue City/State/Zip: Osterville, Ma. 02655 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify the under ains and penalties ofperjuLy that the information provided above is true and correct. Signature ---..-- _._-- __. Date: 9/27/17—— — —_ Phone#: 508-771-3457 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#: l ® DATE(MMIDONYYY) ACC o 'CERTIFICATE OF LIABILITY INSURANCE 9/27/2017 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 Northborough Construct West Eastern Insurance Group LLC PHONE . 800-333-7234 A/C No 155B Otis Street E-MAIL INSURERS AFFORDING COVERAGE NAIC# Northborough MA 01532 INSURERAAcadia Insurance Company 31325 INSURED INSURERB:Flremenrs Insurance Co Wa DC Viola Associates Inc INSURERC: BOX 389 INSURER D: INSURER E: Centerville MA 02632-0389 INSURER F: COVERAGES CERTIFICATE NUMBER:2017 Master 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. EXP INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER fNMIDDY/YYYY EFF MMIDDY LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 250,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ A CLAIMS-MADE M OCCUR PA0217962-20 /29/2017 /29/2018 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY FX PROT LOCI $ AUTOMOBILE LIABILITY (Ea DiSINGLE LIMIT 11000,000 ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED 0217963-20 /29/2017 /29/2018 AUTOS Ix AUTOS BODILY INJURY(Per accident) $ Ix HIRED AUTOS NON-OWNED PeOPERTntDAMAGE $ AUTOS X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION$ UA5047783-15 /29/2017 /29/2018 S A WORKERS COMPENSATION R WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) A0218000-21 /29/2017 4/29/2018 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Thomas Residence ACCORDANCE WITH THE POLICY PROVISIONS. 150 Sea View Avenue Osterville, MA 02655 AUTHORIZED REPRESENTATIVE -� John Koegel/CLUl �'�� � ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025mmnnsim The Ar opn n2mc nnrl Inn^ern reniclorari marlrc^f arnprl Town of ,ir-nstable Regulatory Services T+ ILNS-r 'Z• ` Thornas F.Geiler,Direcior i6 .`�� Building Division fo ru•� Tom Perry,Building Commissioner 200 Mi6n eet,Hyannis,bIA 02601 www.Town.barustabl e.ma.u s Tax: ;09-790-6230 Q_fice: SOS-o62—^.fi38 I Property Owner Must Complete and Sign This Section If Using A B udder as Owner of the subjecr properrq :nexeby a•�tizorL.� �:CO�.A ASSeGP���It-)C, - __tc;ict on uic behrl-", rwauve to work a.rtho^zed i;v t perm;,_ (Addscss of job) " Pool fences and alarms are the responsibility of the applicant. Pools are not to be fiIled before fence is installed and pools AL-6 not to be utilized.until all final inspect'Ons tre performed and accepted. islyoate of owY�er S18fxature ofAppu.cmat LIS A -rWeeM.S yv /�//✓0�---- Print Name Pzin:Name �_ri»e:OWINTRPER.OLMONlooT S t lMassacnusei s - Ce�artn-ient�of Public Sar � /. . '-%: Board of Building Regulations and Standards r_ Construction Superi°isur 1 , 2 Foniih License: CSFA-106159 EDWARD TRAINOR \ 47 JACQUELINL= tRCLE'-.`:•'%• West Yarmouth MA 02673 Ex piratier? j I Corrmisaiflner 12/17/2018, �e�ca�ranze�xuferilC�o�G`lrcl:;rcc%rued Office of Consumer Affairs&-Bus-iness Regulation HOME IMPROVEMENT CONTRACTOR �1 TYPE:Corporation r Riaistration Expiration 1`83644 04/20/2019 VIOLA ASSOCIATES;INC =.`• ` EDWARD TRAINOR 110 ROSARY LANE HYANNIS,MA 02601` — Undersecretary. a �-- RESIDENTIAL SWIMMING POOL BARRIER REQUIREMENTS v: Safety Cover/Alarms-Dwelling Exits shall have one of the aLs: � following: 1.Safety cover in compliance with ASTM F1346 t - or 2.Alarms which sound continuously for a minimum of 30 - . seconds.Alarm deactivation switch for single entry must not ' last more than 15 seconds and must be>=54"(4'6")above threshold of door. .mow - Minimum Fence Height 48"(4')measured on side opposite pool _ r Gate/Latch-Gate shall open away from pool and be self - _ closing and self latching.Release Mechanism of latch shall be>=54"(4'6")from bottom of gate.If R.M.<54"(4'6") - must be located on pool side of gate—3"from top of gate and have no opening in gate>.5"within 18"of R.M. ♦ • ♦ •♦ ♦ ♦ f� ♦ y♦ ♦ ♦♦ �♦ Rule i -Horizontal Members spaced<45"(3'9") Vertical +' ' + ••• ••• lr1 'p •• ► • • `• i Z '♦ ♦ Members shall not exceed 1.75" :,;. •;; ••: •� •.,•� ••••• ;� ��/ • + • ♦ � • ♦ ♦ ♦ ♦ � ♦. � Rule 2-Horizontal Members spaced>=45"(3'9")Vertical �.::• :y '." :' ! ••�+ ••:' 4 " �' s • • • • • ♦• • ♦ • ♦� �♦ ♦ ♦ Members shall not exceed 4" ` •• ° • •♦ •♦• ♦•♦ •• • ♦♦ �' ♦♦ ♦♦ Chain Link-Maximum mesh size shall be �. =♦. - _ - squares Y- Lattice Fence-Maximum opening formed by �'' - x* dimensional members<=1.75" 2"Maximum Vertical „• Clearance measured on opposite pool side I r Ap _ �t ��.-. � �t � is• �h �4 ^� t .S'• �. t1 i ..�t . 7 ra .'� `f � kart' r •f „ 'fit i tyaC�i,���+///..} * ,r ' �'tr.' 7 r Y y �`a` ., 1, 7 • t. ,�"+T,I ►fs'I�`K{� �'k,�,/�, f) r;�;'a�� .� ;4 �( �� 4iy,�,�� }7 .'. r � ` •_- S y�.+} � Rf' �h rty ,t ��� ; is Q a`,�{' , j'. .• � . ,F'� ':.' +)•F� "` � ti i° �?Lrt� ,,qti�•.i ,:1.;'� , rir j , � .�>. t` U. o a a�� by' 7• - n b t� , # r; ;',. INS ilia 14 0 1• {n, � "Vj ,••e•,lw a,.�; /1''' 1.;i � .+�,. t � o^• .yb. .�,d � •r' r,.• � a �.IiA "-r ram.. �.+f ryn 11 f}aS�,t•l ,•as.� fi:.Tr�.r4ry.7 ".' .Eik`�[ T. •ti:r:� ,7 '';. ,�. �. 7. ',•� � dt 94 I 4 tA. r � '� '2.* . y ��`j�� t �.. w� 1.. ��t x{�V 1�G i t { is � �t:. ;.j.,,.�,� �a �� �j�•. •a w'` �_ � t ;•:. ,ay..'. :C 7?•+�e .�tj ,w t � L.l air, ts,,.4.i.r+�ll�► �� ,�,�,t„ ��.- Ultra-Reliable Latching System. The Life Saver Self-Closing gate uses only the most proven latch and hinge system. The Magna-Latch has been tested to more than 400,000 cycles. MAGNA-LATCH gate latches are magnetically triggered safety devices that have revolutionized the safety, reliability and child-resistance of swimming pool,childcare and household gates. The unique operating principle is brilliantly simple. As the gate swings shut, a powerful 'permanent' magnet draws a latch bolt from one housing into the other, latching it securely. No amount of shaking, pushing or pulling can disengage the latch. The concept is so advanced it boasts international awards for design excellence. I The latch has been designed to meet strict international safety codes, including all codes relating to swimming pool gate safety. The dangerous problem of a gate"resting on the latching mechanism", appearing to be latched, is eliminated when using MAGNA-LATCH. The quiet and reliable latching action means MAGNA-LATCH incurs no mechanical resistance to closure, and so suffers none of the sticking,jamming and sagging problems associated with 'mechanical' gate latches. Tru-Close Hinges PATEUTED S�ryl�res�m TEIISJOH "",V Quality TRU-CLOSE gate hinges are the latest .OIUSTA3FlJ1'! -Llann.d ncrotnuRd technology in adjustable, self-closing gate hinges i i for swimming pools, households and other _ ran�rrJ 9 P safety gate applications. These strong, revolutionary hinges are injection-molded from a special blend of glass-fiber reinforced polymers, which means they never rust, bind, wear, sag or stain. The superior strength and rust-free performance of TRU-CLOSE means the hinges offer double the life expectancy of any comparable product. The internal torsion spring is made of high-grade stainless steel to ensure smooth, powerful closure and long life, even in the harshest seaside or arid environments. The patented, spring-loaded adjustor within most TRU-CLOSE hinges allows instant, incremental tension adjustment using only a screwdriver. Quick and easy! This clever adjustment feature TRU-CLOSE hinges have been independently tested to comply with a range of international safety standards, especially those relating to pool fences and gates. The hinges are designed to outperform all comparable gate closing devices. They are the only safety hinges offering a lifetime warranty against rust or corrosion I SPECIFICATIONS Review system details for Save covers. Fabric Mechanism Covers •5-year limited prorated standard warranty - Standard 12"aluminum lid with •16 oz.,23 mil Herculite premium bonded vinyl either 4"or 6"hinge •Low-stretch rope and webbing(2000-lb. break) • BezelTm lids, 16"and 18" •9 standard colors: dusky blue, royal blue, • Vanishing Lid TM trays, 12"-24"wide with light blue,aqua,forest green,beige,tan, stainless-steel trays and stainless-steel gray,and black adjustable brackets • 35 custom colors • Fiberglass deck-mounted mechanism ends •20 oz.,28 mil Herculite premium-plus fabric with • Bench bracket frames limited prorated 7-year warranty, available in light blue,dusky blue, and beige Safety * Exceeds ASTM F1346-91 requirements Track Styles * Full UL listing •7-year limited warranty on all * Bonding Included with all systems aluminum extrusions * Automatic water-removal cover pump included •All aluminum extrusions are 100%anodized •Undertrack,universal or recessed track * NOTE: •Safety-Lock track channel Some cover manufacturers treat cover pumps and •Top-mounted track channel for concrete bonding as options for their systems. A solid safety and fiberglass pools cover without a pump is NOT approved to ASTM • Inverted track channel for concrete or F1346-91 safety standards. The installation of an deck-on-deck applications automatic cover system without bonding is not a •2-piece channel system for vinyl pools UL-listed product. • 1-piece coping channel for vinyl pools •Reusable coping forms Other Options •45-degree vanishing-edge pools • Painting—all extrusions can be painted to match most •90-degree vanishing-edge pools deck surfaces or fabric colors • Designer Series®cover—custom graphics can be Mechanism painted onto the fabric surface •Lifetime limited warranty on mechanism • ABS recessed box •100%anodized aluminum frame and components •Stainless-steel hardware •Stainless-steel drive components •Positive-shift system •Standard units include either heavy-duty slip clutch or auto-shutoff with amp limiter • Exclusivel independent or locked rope reels •24-bearing#440 heavy-duty pulleys Power and Controls Standard items are in bold type. •3-year limited warranty on all electrical •3/4 hp waterproof electric motor • 1 %hp/2000 PSI hydraulic system •Safety lockout key control •CoverLinkTM touchpad control •Low-voltage auto-shutoff with key switch •Low-voltage touchpad • Low-voltage water-feature shutoff PG DAPT-2 Manual 122208:1-ayout 1 5/14/09 12:42 PM Page 1 -- }O— O. BATTERY FUNCTIONPOOL SAFETY TIPS 6. INSTALLATION OF OPTIONAL SCREEN DOOR KIT DOOR ALARM When the 9-volt battery is low,the door alarm horn will chirp once every •Supervise children at all times. CONNECTING DOOR ALARM TO SENSOR SWITCHES 10 seconds-this means it is time to install a new battery,Battery life is •Never permit swimming alone.Never leave a child alone,even READ THE DOOR ALARM MANUAL FOR INSTALLATION ON ONE DOOR FIRST: Installation Instructions. approxlmatey 1 year.Test your door alarm weekly by opening the door to answer the telephone. THE SENSOR WIRES ARE PERMANENTLY CONNECTED TO THE DOOR and allowin the alarm to sound. •Always remove the entire solar cover from a pool before ALARM.CONNECT BOTH SENSOR WIRES COMING FROM THE DOOR ALARM MODEL DAPT-2 9 TO THE SENSOR SWITCH ON THE DOOR FRAME THEN USE THE SUPPLIED SIGNALING 9Wimming. JUMPER WIRES TO CONNECT TO THE SCREEN DOOR SENSOR SWITCH MEETS UL 2017 O WARRANTY r REPAIRS •Remember that alcohol and Water safety do not mix. (SEE DIAGRAM BELOW).THE TWO SENSORS SHOULD BE HOOKED UP IN '•Have your pool area fenced and the gale locked to prevent PARELLEL WITH EACH OTHER. QC unauthorizedentry to the pool,and Install a gate alarm. •THE PLASTIC COVERS ON THE SENSOR SWITCHES 8 SENSOR POOLG UARD is sold With a limped warranty to Cover detects in pans _ -Lock and'secure all doors in the house which permit easy MAGNET MUST BE REMOVED BEFORE INSTALLATION (5F and workmanship for one year from date of purchase.(Retain proof of access t0 the pool,and install a door alarm. •SWITCHES GO ON THE FRAME BY THE DOOR LISTED purchase).If Poolguard exhibits a defect,plane call Our Customer •Have a responsible adult teach swimming and water safety to •MAGNETS GO ONTHE DOOR ITSELF-SEE PICTUREINMANUAL •Servicedepartment at 1-800-242-7163.Unauthorized returns will not be your children. EQUIPMENT NEEDED accepted.Proper repair is only ensured when the unit is returned to the •Maintain clean,clear Water In the pool. A.ONE DOOR ALARM AND 2 MOUNTING SCREWSmanufacturer. Visit our website at www.poolguard.com to fill out your •DO not swim during electrical storms. B.ONE SET OF SENSOR SWITCH AND SENSOR MAGNET AND 4 SCREWS FOR DOOR FRAME 8 DOOR . <Hwarranty registration information. •Do not permit bottles, glass, or sharp objects to be used 'C.ONE SET OF SENSOR SWITCH AND SENSOR MAGNET.JUMPER WIRES, around the pool. AND 4 SCREWS ; l �Ask your pool dealer how you can Improve your pool FOR SCREEN DOOR FRAME AND SCREEN DOORSafety—they will be glad to assist you. IF YOU HAVE ANY QUESTIONS CALL US AT 1.800.242-7163•Above all: remember that common sense, awareness, and MAIN DOOR SCREENDOORcaution will atIOWyou to enjoy your pool. ENSOR CHSWITCH DOOR ALARM aFigure 1 ru o tr o z = '�olRuvrc The horn is 8SdB at 10 feet PBM INDUSTRIES,INC. f P.O.Box 658 c c LED PASSTHRU IMPORTANT •NORTH VERNON,IN 47265' oO-�.guOifGs` H W = • SWITCH 812-346-26U o N o ® The product has been designed to aid in the detection of unwanted o - JUMPER HORN intrusions into unsupervised areas. POOLGUARD DAPT-2 IS A PBM INDUSTRIES,INC. �oo Igua rd wlnrw.poolguard.com � - WIRES SAFETY ALARM SYSTEM AND NOT A LIFE SAVING DEVICE. It MADE IN THE USA. should be used in conjunction With the safety equipment currently in use f ~ REV.5.09 Figure 5 SENSING and should not affect existing safety procedures. WIRES/ I 1 t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 606 Map Parcel `'Application # Health Division - :Date IssuedSm .� Conservation Division Application Fe Planning Dept. - ..;'Permit Fee b Z Date Definitive Plan Approved by Planning Board 3IghI Historic - OKH Preservation / Hyannis ~ Project S t ddres� 1 Villag Owner Address Telephone Permit eq 1es r Square feet: 1 st floor: existingroposed 2nd floor: existi proposed / Total new . Zoning District Flood Plain Groundwater Overlay Project ValuatioUD-MP Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Z/ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 2<o O O d Ki 'sHighway: ❑Yes 4<0 Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Othe 2 Basement Finished Area (sq.ft.) Base Tent Unfinished Area(sq.ft) ���✓ Number of Baths: Full: existing_ new Half: existing I new " ZE Number of Bedrooms: existing _new ' ; E? Ca Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 26as ❑Oil ❑ Electric ❑ Other co �� Central Air: des ❑ No Fireplaces: Existing a New Existing wood/coal stove:LO YeA " 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 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) /1� Name Telephone Number���057&T l Addres L�q ".C' License #!7 331 S WMSG� �K, Home Improvement Contractor# a Worker's Compensation # ALL CONSTRUCTION DEBRIS RES LTING FROM THIS PROJECT WILL BE TAKEN TO I�2 C A SIGNATUR DATE L r , FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED `k 7F . _ A ;MAP/PARCEL NO_:: ADDRESS. ' _ VILLAGE OWNER DATE OF INSPECTION: FOUNDATION`. FRAME 0&AQ3�t tc RYk. �orr� _. INSULATION;' FIREPLACE y ELECTRICAL: ROUGH FINAL y PLUMBING: ROUGH FINAL s X GAS: it ROUGH <rl �-. FINAL FINAL BUILDING' k+ DATE'CLOSED OUT ASSOCIATION PLAN NO. I f � The Commonwealth of Massachusetts Department of Industrial Accidents Jk i Office of Investigations 600 Washington Street i i I.4 j Boston, MA 02111 www.mass,gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Namt: (Business/Organization/Individual): r Address• City/State/Zip. Phone Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction employees (full and/or part-time).* have hired the sub-contractors 7.01 2. a sole.proprietor or partner- listed on theattached sheet. I ❑ Remodeling and have no employees These sub-contractors have 8. ❑ Demolition ing for me in any capacity. workers' comp. insurance. 9. ❑ Building addition workers' comp. insurance 5, ❑ We are a corporation and itsred.] officers have exercised their10.❑ Electrical repairs or additions a homeowner doing all work right of exemption per MGL .1 1.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.}t employees. [No workers' comp. insurance required.] 13.❑Other Any applicant that checks box'#l must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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 fliat is providing workers'compensation insurance for my employees. Below is the policy and job site ,information. Insurance Company Name: Policy#.or Self-ins. Lic. #: Expiration Date: Job Site Address:. City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c: 152 can lead to the imposition of criminal penalties of a fine up to$.1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Inv igation f the DIA for insurance coverage erification. ' I iI do he by nder he afns and penalt. of erjury that the information provided above is tr a and correct. Si nature: Date: l Phone#: 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 ti. Other 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, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair'work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal.of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely;by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation-of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are.required to obtain a workers' compensation policy,*please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit foe you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant . that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under"Job Site Address"the applicant should write "all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 +=. �lassuchusctts- Department of Public SafCth _ Board of Building Regulations and Standards Construction'Supervisor License License: CS 73395 - i - PETERJ KENNEDY 444 MISTIC DR MARSTONS MILLS, MA 02648 ;; Expiration: 11/2/2012 —Commissioner ^----------Tr#: 4777 ,gyp of u,ldrne..eguh;aorr. HOME gill s and Stnndnrds _ Registreti NT CONT�Cron orr 128922 License or regisfrafi�n a, Exprratron 6/7/ before the ►I;r1 for i 1 2011 Board orBespir ation Mile. Jr.fo ndividul use only c - Tr# 281449 ; wilding Re and r TYPe Individual Ore gulrition ejurn to: I'eterKennedy Ashburton s andSt.ydd Peter, Boston place Rrn 1361 ar�(c Kennedy i ,�']a•02108 44 MISTIC ORIVC f r hG1RSTpN MILLS ` - � '02648G2 e . A Not vaSd mifhout .._. sibnaturc FEB-28-2011 18:54 From:6464465512 Paee:2,2 10 wMMBM t ' Town- of Barnstable Regulatory Service Thomas F. Griler,Director .Building Division Thmmns Perry,C,'B0 Building Cuu►uussiuuer 200 Main Street, Hyannis,MA 02601 www.town.barnstable.mams Otfiec: 508-862-4038 Fitx: 508-790 6230 `• Property Owner Must Complete and Sign This Section If Using A Builder P`�` � , as Owner of the sub CCt ro c,rrn hereby authorize Q-e.A'.'/ 1 to act on my behalF, in all matters relative to work authurized by this,budding permit applicarion for: (Address of Job) Siena re of ner Date Print Name If Property Owner is applying for�ermit, please complete the Homeownetw License Exemption Forrn on the reverse side. C:\Users\decollik\Appbotn\LocoflMicrosotl\Wmduws\1'rmpunry IntemerFilcs\Cuntcnt.C�utlnnk\DDV87AAZ\EXPRLSS.duc Revised 072110 Map - Parcel Oct 6 ) Permit# House# Date Issued "o2g�C Board of Health(3rd floor)(8:15 -9:30/1:00-4:3r4' �„�� _ s-0 Conservation Office(4'th floor)(8:30- 9:30/1:00- 2:00) • �i �`� , Planning Dept. (1st floor/School Admin. Bldg.) SEP71C SYSTEM o• TALLEO I E Definitive Plan Approved by Planning Board 19 WIT TI ; Aar• ENVIRONMENTA TOWN OF BARNSTAB ` N REGUL Building Permit Application ' Project Street A Pess 150 Seaview Avenue ' Village Osterville Owner Dr . & Mrs . .Barry Jaye Address 150 SLaV i w Avenue 0st-Pr i 1 le Telephone - 'Permit Request Partial, Reroof - Red 'Cedar - - s _ Insulation work- Exterior walls only First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ 15 ,000 .00 Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family M 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 No. of Bedrooms: Existing f7 New t9-I Z,d 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 Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name E . J . J a.x t i m e r, Builder , Inc . Telephone Number 7 7 8-4 911 Address 4.8 Rosary Lane Hyannis License# 003251 Home Improvement Contractor# 110C,09 Worker's Compensation# W C 9 7-6 9 5 0 2 8 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Maco er ' s Dumpster SIGNATURE DATE '3 g BUILDING PERMI D NIED FOR THE FOT LOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO: s DATE ISSUED r MAP/PARCEL NO. ADDRESS VILLAGE OWNER i DATE OFINSPECTION: FOUNDATION , FRAME _ INSULATION FIREPLACE A ELECTRICAL: ROUGH FINAL r , PLUMBING:' ROUGH FINAL' GAS:- � ROUGH FINAL FINAL BUILDING r _ DATE CLOSED OUT' ASSOCIATION PLAN NO. r - The Town of Barnstable t�atrsr �' Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 509-790-6230 Building Commissions For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, moderniz2tion. 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. Partial Reroof/Insulatio�t.Cost Type of Work: ' Address of Work: 150 Seaview Avenue , Osterville Owner's Name Dr . & Mrs . Barry Jaye I Date of Permit Application: 9/2 3/9 8 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. 9/23/98 E. J . Jax Date Contractor Nam Registration No. OR Date Owners Name ..._...........__�..:�.�..:..,..�..�.:a..a<.r..���;a:,.a.:�w.:_....�c��.::��__:_.._t...v+_._�....a�...`•�.�.�_ .ti-•.a..-._._----- --.'_"_���...\._.,.,ate_..��._`....__�.�.,.._�..�.-t�_�L_�..._,�..... .".._._...._._:__._._.�_._:.._�.:�_v_:r:.����..��.��:�•..�ti:��r\`t1\�\`\\\\\av,.�\'�_\�\ii�\�]::CVJ.\:f i\`��L\\+�•�.\_V��ti-_i.�._.ti_v-.._...., = =� The Commonwealth ofMassachiisctts De artnieizt o Ltdustriallfccidctits =' =S��'�=�� O�Tce oflr.��esligaUons 600 T ashin tort Street M A P PARCEL %�- Boston, Mass. 02111 Workers' Compensation Insurance Affidavit i1?n'• _- ^�j_+:%T'•'��;_'i �•ti °'t� -i `"— — L�`------ ------------- - -•�^3 c51.-:�il•�' �i ~ ��%:_, s.,::..:.,::�..:,,_..:,;v.•.-'."�a�,`-?=;�'L ae:.,_,�� .mac.' - ^E.J. Jaxtimer, Builder, Inc. G?!11C: lncaiinn' 48 Rosary Lane. ri_ Hyannis, MA 02601 � rhn 1 (50 8)778—_p1 1 0 1 rill a hoalcolanci-pctTorrlmo all work myself. I an) sole propricfor 2tld have no one working in 2ny capacity 12in an c..r.h.o}c. providitt���'orl:crs' corloensation form}'emplo' ecs working on thisjob. J J..zLzmer L ti:lde ;::. .In. . ?` : ;:.... ...........:. 8 Rosa Lane 5p.<:.<.7<7 95 p o c tt r s ancc::co.........ster..n::: aua.�: >.>:<Zns.uratlCe.:::Co:- Y.. ol ns lc �. . H r P ���.u• - - �?'.ir..�.,,. tip,�-�_•W:-'�'0'•4? a��.+���"'+�...i� Rr _ .. :�.. I atn a s�' ,proprietor,general contractor,or hot�eotiyner(circle one)and have hired the contractors listed below who have " the following workers':compensation polices: � : -' ' t'i J_ 1 a':<< .: .. ::•::....... :. a d d re... ..... ci ncc::e .. `ddr`e c v: fi ....:.:.:::....................: .,• tc :` ... ... ....................... ............ . .. . ...... .. 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 S1,$00,00 and/or one years'imprisonment as well as civil f a penalties in the Corm o STOP WORK ORDER and a rine of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations'of the DIA for coverage verification. I do hereby certify and to pains and penalties of perjury that the information provided above is true and correct. Signature Date Print name E-.J. Jaxtimer, Builder, Inc.. Phone! 778-4911 -'official use only do not write in this area to be completed by city or town official t~ ci(v or town: r.' permit/licensck OBuilding Department QLicensing Board O check if immediate response is required C]$clectmen's Off-ice Health Department contact person:' phone H- --:-Other (revised 7/95 P1A) J,- v ✓,.gftTr •tt u �AL ,n � � .. � � � .. c,,,�i4•Fa.'�'�tPc.�'*�''�`��.�'�49�+�".t-�;��'7°3#1 .-^tif'i`. HOME IMPROVEMENT CONTRACTORS' REGISTRATION j :E3oard of Building-Regulations and 'Staridards , One Ashburton Place - RoQm I3,P Boston, MAssachusetts -L o HOME IMPROVEMENT CONTRACTOR'. Registration 110609 Expiration .11/0,/9Ei. I`-" J, TYPe PRIVATE CORPORATION p HOME IMPROVEMENT CONTRACTOR I Registration 1 0609 1 E J JAXTIMER , BUILDER , INC . 6 Type - PRIVATE CORPORATION ERNE•ST J,. ' JAXTIMER �, Expiration fl/03/98 j 48, .ROSARY .LN . I. I H.YANNIS. MA- 02601 E J JAXTIMER, BUILDER, INC. RN ST J. JAXTIMER $ROSARY .LN ADMINISTRATOR • HYANNIS MA 02601 DEPARTMENT OF PUBLIC SAFETY 153423 ONE ASHBURTON PLACE, RM 1301 6 0 S T 0 MA 02108-1618 CONSTRUCTION SUPERVISOR LICENSE Number: Expires: Bi_rthd°ate,:—- CS 003251 01/14/2000 Restricted To: 1 tt J ,r ERNEST J JAXTIMER 48 ROSARY LANE HYANNIS, MA 02601L Keep top for receipt_ and change of address notification. r If located: North of Route 6 - any work visible from outside-needs approval from OKH In Hyannis-If work visible from outside- Check to see if it's included in the Hyannis Historic Waterfront District-if so it needs approval from them APPLICATION PACKAGE MUST INCLUDE: (� Map/parcel number Sign-offs from: (� Health Conservation(if exterior work) (� Tax Collector Treasurer Street address [� Owner's name& address Permit request- full description of proposed project Square footage -proposed project LJ Estimated project cost Complete Dwelling information for Assessor's Office [� Builder's information Signature Plot plan 2 sets of reduced (8.5"x 11: or 8.5"x 14")plans with cross section& framing schedule Home Improvement Contractor's Affidavit Worker's Comp form must include: Insurance company's name &Worker's Comp policy number Energy Compliance Form Copy of Construction Supervisor's License& Home Improvement Specialist's License OR Homeowner's License Exemption Form. Fee NOTES: CHIIVMYS Need Home Improvement License No plot plan required PIERS & DOCKS ONeed Construction Super license AND Home Improvement License Owner cannot pull own permit q-forms-PERMM I Rev 8/12/98 5 ........... UT TIJ E N , V ............................ ti .. ........... ... ................. ....... ttv .......... .......... Ki; MM. . . .. .. ....... K %............. .. ............ ............... ......... .. ........... -�-E-Q-. HA-RRI-SON,--------, ........ ...... ---15c5> SIEW AYE iLosTERviLLE I.,..... ............. . ...... .�, NY . ... ....... ................................. %........... :x::-xZ ::::::::* .1cm iWT......•. ..... ...... .... ------ ---- Kbo RE-SHINGLE—RE-MODEL—NO PERMITS. ...X:K k- REFER TO R.S. ... ........ ........ .. ................ ........... TRANSMISSION VERIFICATION REPORT TIME: 01/01/1995 02:39 NAME: FAX TEL DATE DIME 01/01 02:39 FAX NO./NAME 94288524 DURATION 00:00:25 PAGE(S) 01 MODELT OK STANDARD ECM - TRANSMISSION VERIFICATION REFORT TIME: 01/01/1995 02: 39 NAME: FAX TEL DATE,"F I iME 01/01 02: 39 FA.X'NO. /NAME 94288524 t, i CIO, House I c� a• Parcel �'� Armit# House# /SZD'a Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00- 3$jn��� Fee Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) Planning Dept.(1st floor/School Admin. Bldg.) �. ►q Definitive Z:w by Planning Board 19 BARNSTARLE. A TOWN OF BARNSTABLE Building Permit Application nn Project Street Address �lfi -4F l C) east Village \/ I L — Owner 6S70f2d--Y P-.e;YVATR RKa Address Telephone Permit Request an X, ! (O ���Q � '-*tZl � g� f-w�E- Coo /4,e�iq-pLD30U 64�-ITPLS S&CJffocZ- First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ Zoning District Flood Plain Wate tection Lot Size Grandfathered ❑Yes ❑No r Dwelling Type: Single Family ❑ Two .1y ❑ Multi-Family nits) Age of Existing Structure Histo ' House ❑Yes o On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout Other Basement Finished Area(sq.ft.) ment Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Elect ' ❑Other Central Air ❑Yes ❑No Fireplaces: E ing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structure ❑Pool(size) ❑Attached(size) am(size) ❑None ❑S (size) ❑Or ize) Zoning Board of Appeals orization ❑ Appeal# Recorded Commercial ❑Yes o If yes, site plan review# Current Use Proposed Use Builder Information Name T��(C(+A) � /" Telephone Number 22! Address l Q 4- 0 f' 1(/j,QU- left , License# AA&R972 YIN AIL (&E Home Improvement Contractor# A/ Worker's Compensation# 6 S G(0Z (52-1 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Z BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) t J FOR OFFICIAL USE ONLY - - '2_ PERMIT NO. .n►3 e DATE ISSUED 1 r MAP/PARCEL NO. ADDRESS Y ��+, VILLAGE 17 OWNER ` ! — tea. :f ..+ /^ `Jr * • . # �.. ^ .- � ' DATE OF;INSPECTION: • ,t t C • FOUNDATIONFRAME Y INSULATION '` ,�',• ;µ - ? FIREPLACE ,' •'. ELECTRICAL: ROUGH `1 FINAL PLUMBING: ROUGH -FINAL-. GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT + = r ASSOCIATION PLAN NO. Y` r i. :•.. The Cunrnrunlrcu t r of assuc•/tuscttti• .rt► j �;==j•�r Dc purtrne"I Of 1"11strial.-fccidcnts - ; " �, it - �� 0/flcPollav�sllgat/oas 61111 WaShiuN tun Strrrr Bttstun.Afuss. 02111 Workers' Compensation Insurance Affidavit Piese PRIME t locntinn- .e n. I am a homeowner performing all work myself. [j 1 am a sole proprietor and have no one working in any capacity 1 am an entplover providing workers' compensation for my employees working on this job. cmn r:rnv na P �ddrecc 91 C) AQUTT+ Citv f . (ALL-4Z nhnnc f!• e_�'ZQ �2.��� ©2 incur-rice rn nniicy# listed below who have r I am a sole proprietor. general contractor, or homeowner(circle one) and have hired the contractors the following workers' compensation polices: cnm :rnv n:rtner atitlrccc• hone 0- cit� incur-incc cn. _ _ __.�.r.—.r=-•:�•- .._.s. - ^� "_ ��� .._:_ cnm nnv n trot: Id(Ire c hon �• rit%-- -;.�-.y•e••�_..� .-/.'^- .... ^ •• .�..��......a. ••w•ems._,►.r►r.• �.�►..7�__..� ��._LY�•�. �•:..Iwi.i.�A. Attach additional Sheet if neeei3arv� -��,r.�,�: ..+►.L r+ Failure try secure co�•crace as required under Section 3A of QIGL 152 can lead to the imposition of criminal penalties of a tine rip to 51300.U0 aadiur uor cars' imprisonment as acll as civil penalties in the form of a STOP WORK ORDER and a fine ofSI00.00 a day against me. I understand that a cop% of thin,tatemcnt ma'. be furivarded to the Ofrrce of Investigations of the DIA for coverage verirication. l do hereby cerrij•under the pains and prnalnes of pequty that the information prodded above is true and comet Si:nature r' i bpi�:�t =�:n P Date 3 q n Phone 9 'K) 4 2.0 Print name '•official use only do not write in this area to be completed by city or town ollictal permit/lieense 0 n8aildina Department city or town•• (3Uceaaiog Board L 05 gectmeo's OMCC 1 check if immediate response is required �tlnttb Department phone 0. nOIber � contact person: t. S � t .tip Ry' L' h��•..`�+n A t �:'-:.'. ] tC�` A � h _ ._ S `$- 's .+ f i G."its y. .' r f '`'�t ,. ',t• '. a-. } -_ r , �'-�`' " M;:wiF "t ".'GN.SFtSt�'i �w �''`al� /" ° t s ''"� x °� r e' nt.. F hh, <. ,-i<+iai;,3'a •~�qi}:r �}4 '.'q a -s< s . 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"'-^h tiers 4 °• °# '�• 9 ' �- `'i �e, �' ���.r r� k :��r�.&�.�`i � � `t}rY .r��.�'�y�i i t � '• •� t .r 'a•r r, t k a�-,�' '4 + H Ft+* ' 'rs+'4•+U 43►'OMn + F•I :wF`^ l x�,pf.'a..;s Sr:;�.a."...+. sary,:,,- .n.1(....,-.a-+, .-•- ...-.r.-+ g f,e '* E j s' i * °` Y•r* +�`YT� ^'jt -7t^su V Wr3nw`• Y.w.rv-x+.rt +!"_ f.t ht 1 +q yy '�y}y)y�. ��y�x�`�:y+��)) i►�i+ay'}.�,I){{t,y2 cyt a F tS - ly - n a „1.rN'/ O ar4 "'.—"��`',f T y^'••^'N�ISMI',§'n!IM"'^^i.Y.ehn.w [ wA 'TA n • `g gig,j 1 4 , Ay IN it y- S D tq� ry-C�,. 7�y�•fJ q•�v vet' Cw p q .p�t^r �T dV 1Tt�a y� �,t•�' ttY t=tea T�^�s C v C��'• � ,f��+ Tit �; y P1 T f+� 1. 1r�'..-'Y+ri17 i�.14.. Wks ''lJ17 P.2.1 :LA •:11 f'1 F.y kYatvLS b•f 4.rft' .J LI;INl]�....V S' 1i :Y%' C�i.J.Lt.b.y LJ V%.1N17 r ,..•. 30 3.0„_W�ZT CANOPY J P 2PC, — 4a 3Jx10 WHITE ' CAN'OPY' 2 2Ox10 WHITE CANOPY7` 6,P . 2PC ' `3 Oa:IO` WH E CANOPY' TOP: 3 g 7x20!' TAT AM, -PANORAMA} .. f t ' 7x20 14/D N'I�S"Tr S DE i LL } 4 � . = r ; 'CLEAR SIr N rLg W'`` 3N1` V, �E�,NFGk�=�`�13:. �CI"i'C�i�I - �kki t I �i. 41 } _ zwmuvera. 4 . I TENT PERMITS ' Map/parcel number . Property Ow ner information / Purpose of tent / Dimensions of tent / Dates tent will be up Sign-off from th Dept. _ s� Workman's omp J�Rf Certificate of Flame Spread/ Fee (minimum - either residential or commercial) Municipal Tents on Town-owned land or district-owned land $0.00 2-5.1 Tents $50 A) Mainienance and occupancy of tents in an organized and supervised recreational camp subject to compliance.with the rules of the Barnstable Board of Health, provided, however, a Special Permit is first obtained from the Zoning Board of Appeals. $25 B) A tent may be put in place on a lot used for residential purposes, for not more than 10 days, in connection with special family occasions or events, but not to be used for any commercial purposes. $25 C) A tent may be put in place for not more than 10 days, not more than twice in any calendar year, in connection with a fund raising or special event by a public institution or non-profit agency. $50 D) Subject to annual approval by the Building Commissioner, a tent may be erected and used as a temporary accessory structure to an existing permanent business only during the period beginning May 1 until October 31. The tent shall conform to all the parking requirements and Bulk or Dimensional requirements of this Ordinance. (A-D added and changed by Town Council vote on 2/22/96 as item#95-194 -by a 9 Yes 2 No roll call vote.) q-forms-PERMITS I Rev 612/98 Bain Louise From: Giangregorio Robin To: Bain Louise Subject: RE: TAX CHECK Date: Thursday, July 23, 1998 2:43PM These parcels are ok. From: Bain Louise To: Giangregorio Robin Subject: TAX CHECK Date: Thursday, July 23, 1998 1:58PM Priority: High Please confirm- 162-020'150 Seaview_Avenue, Osterville j 077-007-71 Route 149, Marstons Mills Page 1 r Town of Barnstable Planning Department Appeal Number 199847-Cape Cod Academy Temporary Use Variance Staff Review-Applicants Request to Modify Decision Date: May 07, 1998 To: Zoning Board of Appeals From: Art Traczyk, Principal Planner file-sr98047a.doc Applicant: �____Cape-Cod-Academy Property Address- 150 Sea View Avenue,Osterville,MA Assessor's Map/Parcel= Map-162;Parcel 020-- ==- Background&Applicant's Request: On April 01, 1998, the Zoning Board of Appeals granted a Temporary Use Variance to The Cape Cod Academy for a Designer Show House at 150 Sea View Avenue, Osterville. On May 05, 1998, the applicant through their Attorney, Michael Ford, requested the Board to consider a minor modification of the conditions contained within to amend the hours of the show house on four select days(July 30th &31 st and August 6th &7th), to permit it to be opened from 11:00 am to 8:00 PM. Condition Number 1 of the Variance reads as follows: 1. The hours of operation shall be from 11:00 AM to 4:00 PM daily and Sunday 12:00 PM (noon)to 4:00 PM, from Monday July 27, 1998 to Sunday,August 16, 1998. On July 26, 1998, the hours of operation will be from 4:00 PM to 8:00 PM for the preview showing. The applicant is requesting that the Board consider this modification as a non-substantial amendment to the Temporary Use Variance. Staff Review: MGL Chapter 40 A Section 14-Powers of Board of Appeals-grants the authority to the Board, with reference to a Variance, Special Permit or Appeal, to"reverse or affirm in whole or in part, or modify any order or decision, ....". The Board should remember that this is a temporary Use Variance and will expire on August 16, 1998. If the Board should find that the proposed modification is non-substantial it should make that finding and then proceed with modifying Condition Number 1. Staff has provided the following draft of a possible amendment of Condition Number 1: 1. The normal hours of operation shall be from 11:00 AM to 4:00 PM daily and Sunday 12:00 PM (noon) to 4:00 PM, from Monday July 27, 1998 to Sunday, August 16, 1998. On July 26, 1998, the hours of operation will be from 4:00 PM to 8:00 PM. The applicant is also permitted to operate the show house to 8:00 PM on four select days,as they may select,during the duration of this variance. Attachments: May 05, 1998 Letter Temporary Use Variance 1998-27 Copies: Applicant/Petitioner r 1 r, MICHAEL D. FORD, ESQUIRE D A'ITORNBY AT LAW MAY - in 72 MAIN STREET P. O. BOX 665 TOYIJPJ OF BARNSTABLE W. HARWICH,MA. 02671t!)rflPaf '^RFD OF APPEALS TELEPHONE(509)430-1900 TELEPAX(SOS)430-8662 May 5, 1998 Art Traczyk, Principal Planner Planning Department School Administration Building 230 South Street Hyannis, MA. 02601 Re: Cape Cod Academy/Temporary Use Variance Appeal Number 1998-47 Dear Art: I am writing to request that the hours of operation referred to in the above-reference Appeal Number 1998-47 be amended to extend the hours from 11:00 a.m. to 4:00 p.m. to 11:00 a.m. to 8:00 p.m. on four evenings, July 30th and 31st and August 6th and 7th. I would ask this to be brought to the Board's attention this Wednesday, May 13, 1998, to inquire as to whether they need a formal modification hearing or whether the Board could simply take this as a non-substantial amendment to the permit. I appreciate your cooperation and assistance. Very trul urs, el D. For MDF/djw CC: Cape Cod Academy r t� Town of Barnstable Zoning Board of Appeals Decision and Notice I Appeal Number 1998-47-Cape Cod Academy Temporary Use Variance Summary: Granted with Conditions Applicant: Cape Cod Academy Property Address: 150 Sea View Avenue,Osterville Assessors Map/Parcel: Map 162,Parcel 020 Zoning: RF-1 Residential F-1 Zoning District Groundwater Overlay: AP Aquifer Protection District Background: Since 1987, Cape Cod Academy or the Cape Cod Conservatory, both non-profit establishments, have alternated in sponsoring a Designers Show House as an annual fund-raiser. This year, the Cape Cod. Academy is proposing to sponsor the Show House at 150 Sea View Avenue, Osterville. A number of different interior designers from the Cape and Boston area are selected to design rooms in the house, which will be open to the public for a fee from July 27 through August 16, 1998. All visitors and volunteer workers will park at the Cape Cod Academy and a shuttle bus will be used to transport them to the site. A I pattern for traffic flow has been worked out and is included in the narrative description of the project. The site is not Handicapped Accessible, and this information will be posted. The property is located in an RF-1 Residential F-1 Zoning District. A temporary Use Variance under Section 5-3.2 (5) has been requested to allow this activity in the residential district. The request has been found approvable by Site Plan Review,with 4he following conditions to ensure safety and aid traffic circulation: • Access by emergency vehicles must be maintained to the residence when the house is open to the public. The driveway must be kept clear of vehicles. • Temporary fire extinguishers are required on each level of the home, the exact location to be determined. • Fire Department inspection is required.prior to opening. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on February 13, 1998. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all'abutters in accordance with MGL Chapter 40A. The hearing was opened April 01, 1998, at which time the Board granted the request with conditions. Hearing Summary: Board Members hearing this appeal were Ron Jansson, Gene Burman, Gail Nightingale, Richard Boy, and Chairman Emmett Glynn. Attorney Michael Ford represented the applicant. Present was Tom Evans, Headmaster of Cape Cod Academy. 1 Town of Barnstable-Zoning Board of Appeals-Decision and Notice ! Appeal Number 1998-47-Cape Cod Academy Temporary Use Variance Attorney Ford explained that this is the sixth time the Cape Cod Academy has put on a Designer Show House as part of their fund raising efforts. The show house will be at a home in Osterville where a number of different interior designers from the Cape and Boston area are selected to design rooms in the house. When complete, the house will be open to the public for a fee. It is from the fee that the fund raising occurs for the Academy. There will be no traffic at the site because all visitors and volunteer workers park at the Cape Cod Academy and are bussed to the site. Attorney Ford reviewed the traffic pattern and the loading and unloading of people. No cars or buses will park on the street and the driveway area will remain open. The proposal received Site.Plan Review Approval on March 05, 1998. The event will run from July 27, 1998 to August 16, 1998. The show hours will be 11:00 AM to 4:00 PM daily; Sunday will be 12:00 PM (noon)to 4:00 PM. On July 26, 1998 there will be a preview showing from 4:00 PM to 8:00 PM. Attorney Ford submitted three letters of support to the file and submitted the signed lease agreement[for standing purposes]. The Board requested, and Attorney Ford agreed, not to advertise the street location of the show house. Public Comments: There are letters of support in the file from Jennifer Goff; Nicole V. Heussler; and Jack L. Thomson, General Manager of the Wanno Club. No one spoke in favor or in opposition to this appeal. (Attorney Ford reported that the President of the Osterville Village Association called his office and expressed their support of this project.) Findings of Fact: At the Hearing of April 01, 1998, the Board unanimously found the following findings of fact as related to Appeal No. 1998-47: 1. The applicant is the Cape Cod Academy. The property address in issue is 150 Sea View Avenue, Osterville, MA, as shown on Assessor's Map 162, Parcel 020. It is located in the RF-1 Residential F-1 Zoning District. 2. The applicant is seeking a Temporary Use Variance under Section 5-3.2 (5)to have a Designer Show House for a specific period of time. 3. The proposal received Site Plan Review Approval on March 05, 1998. 4. This is an annual event for a non-profit organization and the relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. Decision: Based upon the findings a motion was duly made and seconded to grant the Petitioner the relief being sought with the following terms and conditions: 1. The hours of operation shall be from 11:00 AM to 4:00 PM daily and Sunday 12:00 PM (noon)to 4:00 PM, from Monday July 27, 1998 to Sunday,August 16, 1998. On July 26, 1998, the hours of operation will be from 4:00 PM to 8:00 PM. for the preview showing. 2. The applicant must comply with all conditions imposed at Site Plan Review. 3. Access to the residence shall be maintained while the Show House is open and the driveway shall be kept free of any vehicles to allow.for emergency access. 4. Temporary fire extinguishers shall be installed on each level of the home during the time it is accessible to the public. 5. The Fire Department and Building Division shall inspect the premises prior to the opening of the home to the public as a show house. 2 1 ,1 Town of Barnstable-Zoning Boa,.,,f Appealp-Decision and Notice Appeal Number 1998-47-Cape Cod Academy Temporary Use Variance 6. The street location of the Show House will not be advertised. 7. No parking shall be allowed on site. Customers and volunteers shall park in the Cape Cod Academy' school's parking lot and be bussed to the house during the period of the event, July.27 through August 16, 1998. The Vote was as follows: AYE: Ron Jansson, Gene Burman, Gail Nightingale, Richard Boy, and Chairman Emmett Glynn.. NAY: None Order. Appeal Number 1998-47 has been Granted with Conditions. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,..within twenty (20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town CI • ��1998 Emmett Glynn, Chairm Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable; Barnstable County, Massachusetts, hereby certify that twenty (20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day o 1998 under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk I 3 Town of Barnstable Planning Department Staff Report Appeal Number 1998-47-Cape.Cod Academy Temporary Use Variance Date: March 26, 1998 To: Zoning Board of Appeals From: Robert P. Schemig, Director Art Traczyk, Principal Planner Alan Twarog, Associate Planner Applicant: Cape Cod Academy Property Address: 150 Sea View Avenue, Osterville, MA Assessor's Map/Parcel Map 162, Parcel 020 Zoning: RF-1 Residential F-1 Zoning District Groundwater Overlay: AP Aquifer Protection District Filed: Feb. 13, 1998 Public Hearing:April 1, 1998 Decision Due:May 24, 108 Background: Since 1987, Cape Cod Academy or the Cape Cod Conservatory, both non-for-profit establishments, have alternated in sponsoring a Designer's Show House as a fund-raiser. This year, the Cape Cod Academy is proposing to sponsor the Show House at 150 Sea View Avenue, Osterville. A number of .different interior designers from the Cape and Boston area are selected to design rooms in the house, which will be.open to the public for a fee from July 27 through August 16, 1998. All visitors and volunteer workers will park at the Cape Cod Academy and a shuttle bus will be used to transport them to the site. A pattern for traffic flow has been worked out and is included in the narrative description of the project. The site is not Handicapped Accessible, and this information will be posted. The property is located in an.RF-1 Residential F-1 Zoning District. A temporary Use Variance under Section 5-3.2 (5) has been requested to allow this activity in the residential district. The request has been found approvable by Site Plan Review, with the following conditions to ensure safety and aid traffic circulation: • Access mustbe maintained to the residence when the house is open to the public. The driveway must be kept clear of vehicles. • Temporary fire extinguishers are required on each level of the home, the exact location to be determined.' • Fire.Department inspection is required prior.to opening. Suggested.Conditions: This.use is temporary,.and will only go on for three weeks. It has proven to bean effective fund-raiser for the Cape Cod Academy. If the Board finds it acceptable to grant a Use Variance for this temporary use, It is recommended.that the following conditions be applied to ensure safety and accessibility: 1'. ..No parking shall be allowed on site. Customers and volunteers shall park in the Cape Cod Academy school's,parking.lot and bused to the house during the period of the event, July 27 through August 16, 1998: 2. The hours of operation shall be from 11:00 AM to 4:00 PM daily and Sunday 12:00 noon to 4:00 PM, from Monday July 27, 1998 to Sunday, August 16, 1998. On July 27, 1998 only, the hours of operation may be extended to allow for a preview party. 3. Access to the residence shall be maintained while the show house is open and the driveway shall be kept free of any vehicles to allow for emergency access. 4. Temporary fire extinguishers shall be installed on each level of the home during the time it is accessible to the public. 5. The Fire Department and Building Division shall inspect the premises prior to the opening of the home to the public as a show house. Attachments: Applications Assessor Map Site Map Copies: Applicant/Petitioner Building Commissioner _ TOWN OF BARNSTABLE -V VVI a Zoning Board of Appeals TaJoNINGRELIEF WG� pplication to Petition for a Variance BEEN DETERMTNEB BY THS ENFORCEMENT UPICER TO THESE LE APPROPRIATE BELIEF For Office Use only: CIP,CUMSTJNM Received Town Clerk Office Appeal # 19q_g-517 Hearing Date CylL Cj, Decision due��og/ The undersigned hereby appeal -to the Zoning Board of Appeals for a variance from the zoning ordinance, in the manner and for the reasons hereinafter set forth: Petitioner's Name: Cape Cod Academy - Petitioner's Address.: c/o Michael D. Ford, Esquire, P. O. Box 665, W. Harwich, MA.02671 (508) 430-1900 Property 'Location: 150 Sea View Avenue, Ostervi.11e, MA. . o$ -� Property Owner:.' George and Renata Harrison rT1_ Address of Owner: 4020 Stewart Road, Stevenson. MD. 21159W f N. If. petitioner differs from owner, state nature of interest: Petitioner wishes to sponsor a Designers' Show House See Attached Narrative Number of Years Owned: Not known Assessor's Map/Parcel Number: Map 162, Lot 20 Zoning District: RF-1. Groundwater. Overlay District: Variance Requested: Use Variance (Section 5-3.2 (5) request for a variance to Section 3-1.3 (1) (A) Principle Permitted Uses, to allow the temporary use of a single family residential dwelling as a Designer Show House from July 27 through August 16; 1998. Cite Section & Title of the Zoning Ordinance Description of Variance Requested: The variance is' 'reguired as the property is zoned RF-1 and only permits single family residential use. Description of the Reason and/or Need for the Variance: See Attached Narrative. Description of Construction Activity (if applicable) There is 'no construction activity. Existing .,:Level of Development of the Property - Number of Buildings::. . Single family home and accessory structures Present Use(s).: . Sinitle family, Gross Floor Area: 3,865 sq. ft. . . Proposed Gross . Floor Area to be Added': None, Altered: None Is this property subject to any other relief (Variance or Special Permit) from: the Zoning Board of Appeals? Yes[ ] :'.. No [8] If Yes, please list. appeil numbers or applicant's name Application to Petition for a Variance Is the property located in ,an Historic District? Yes [ ] No [X]. Is the property a Designated Landmark? Yes [ ] No [X] For Historic Department Use Only: Not Applicable [ J OKH Plan Review Number Date Approved Signature: Have you applied for a building permit? Yes [ } No [X] Has the Building Inspector refused a permit? Yes [ ] No [X] All applications for a variance which proposes a change in use, new construction, reconstruction, alterations or expansion, except for single or two-family dwellings; will require an approved Site Plan (see Section 4-7 .3 of the Zoning Ordinance) . That process should be completed prior to submitting this application to the Zoning Board of Appeals. . For Buildings Department Use only: Not Required Site' Plan Review Number Date Approved Signature: The following information must be submitted with the Petition at .the time of filing, without such information the Board of Appeals may deny .your request: Three (3) copies of the completed Application Form, each with original signatures. Five (5) copies of a certified property survey (plot plan) :showing the dimensions of the land, all wetlands; water bodies; surrounding roadways and the location of the existing improvements on the land. All proposed development activities, except single and two- family housing developments, will require five (5) copies of a proposed site improvement plan approved by the Site Plan . Review Committee. This plan must show the exact location of all proposed improvements .and alterations on the land and to structures. See "Contents of Site Plan: " Section 4-7 .5 of the Zoning Ordinance, for detail. requirements. The Petitioner may submit.any additional supporting documents to assist the Board in making its determination. Signature: Date. Petitioner or Agent'.s Signature Agent's Address: P.O. Box 665, W. Harwich, MA. 02671 Phone: (508) 430-1900 C\datakcashow2.var CAPE COD ACADEMY - NARRATIVE Since 1987, Cape Cod Academy has sponsored a Designers' Show House in which the school leases, at no cost, a home in the Osterv.ille village. Once under lease, designers from the Cape and Boston area are invited to submit bids to design various rooms in the house. Once accepted, each designer then makes cosmetic changes to his/her assigned room, thereby showcasing their talents. The house is then opened to the public for three weeks. Profits come from the sale of tickets to see the house. Customers: and volunteers park in the school's parking lot and are bused to the house. Customers do not have access to any other property in. the area. Small passenger school buses will transport visitors to the Show House from the school's parking lot to the house. No visitors will be allowed to park..on Wianno/Seaview Avenue. House and property _ are not Handicap Accessible and will be .publicly posted as such. Traffic pattern.for buses: Drive down Wianno Ave/Seaview Ave. and pull into driveway of house to. unload passengers. Driveway is blacktop. Bus is able to turn around in drive then proceed around corner into Washington Ave. to pickup passengers at back of home. Bus will then load passengers and return to Cape Cod Academy. Dates- of Show House open to public: Monday, July -27 - Sunday, August 16, 19980. . Show House Hours: Daily 11 am -. 4. pm; Sundays 12 noon - 4 pm. f The Town of Barnstable NAMsnarisrnai.E. • " Department of Health, Safety and Environmental Services 'Or�Op„D,l� Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230 Building Commissioner TO: Emmett F. Glynn, Chairman, Zoning Board Of Appeals FROM: Ralph M. Crossen, Building Commissioner SUBJECT: INFORMAL Cape Cod Academy Show House, 150 Sea View Ave, Osterville Proposal: Designers Showcase DATE: March 11, 1998 The above referenced site plan has been reviewed and approved for purposes of referral to the Zoning Board Of Appeals. Attached please find a copy of the letter of approval and meeting notes for your files. t� The Town of Barnstable = 1 Department Safety ent of Health Safe and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230 Building Commissioner March.9, 1998 Attorney Michael Ford 72 Main Street PO Box 665 West Harwich, MA 02671 Re: INFORMAL Cape .Cod Academy Show House, 150 Sea View Ave, Osterville Proposing a Designers Showcase Dear Mr. Ford, The above referenced proposal was reviewed informally at the Site Plan Review Staff Meeting of .March 5, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance and forwarded to the Zoning Board of Appeals with the following conditions: • Maintain access to residence when house is open to the public. Driveway must be kept clear of vehicles. • Temporary fire extinguishers required on each level of the home open to the public. Exact location to be determined. • Fire Department inspection required prior to opening. Please:be..informed that a building permit is necessary prior to any construction. Upon completion of'all work, the.letter of certification required by Section 4-7.8 (7) of the Town of Barnstable26ning Ordinances m must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Should you have any questions, please feel free to call.. Respectfully, Ralph Crossen Building Commissioner, SPR Meeting Notes 03/05/98 Site Plan Review Meeting of March 5, 1998 Hearing Room,2nd floor Barnstable Town Hall 367 Main Street, Hyannis Present: Ralph M. Crossen, Building Commissioner, Thomas J. Marcello, Project Engineer, Alan Twarog, Associate Planner, Lt. Martin MacNeely, COMM, Thomas McKean, Health Division Director, Lt. Donald Chase, Hyannis Fire Dept., Captain Glenn Coffin, Barnstable Fire Department, and Anna Brigham, Site Plan Review Coordinator. Also in attendance were: Scott Hardy for Scotts Cycles. David Rosenfield for Atlantic Amusements. Attorney Michael Ford for Cape Cod Academy Designer Showhouse. Peter Cutler for Town Taxi. Jacques Morin for the Office Building. Attorney Doug Murphy, Bob Sheehan, Raymond Shultzer and Mr. Tyler for The Oyster Bar and Grill. Bob Tolly and James McGrath for Pine Harbor Wood Products. Dana Heilman for the RooBar. Meeting was called to order at 9:05 AM. Adjourned at 11:40 AM. INFORMAL Cape Cod Academy Show House, 150 Sea View Ave, Osterville • Proposing a Designers Showcase. Attorney Michael Ford presented the proposal. Showhouse will be open for 3 weeks, 5 hours per day between July 27 to August 15. Same fashion as before. Each room will be designed by a different designer. No on- site parking. Shuttle buses to site. Attorney Ford reviewed staff comments. Addressed Fire Department comments and Health comments. Believes septic system inspection is not an issue since this is not a change.of use. Attorney Ford will apply for a temporary food service permit if food will be prepared. • Planning will recommend same conditions as prior proposals. • Health addressed restrooms. Attorney Ford stated the customers will be encouraged to use the facilities at the Academy prior to boarding the shuttle bus. Health stated a change of use requires an inspection. Home could have a cesspool. • Building Commissioner stated this is not a change of use, but other issues should be addressed. • COMM stated the access is critical and must be maintained. Had been an issue is previous years. Employees cannot block access. Will inspect premises. • Engineering addressed the possibility of temporary No Parking signs. COMM did not believe that was necessary. Engineering clarified the size of the shuttle busses. Busses will be the small ones. • Building Commissioner addressed employees and number of rooms. Attorney Ford stated he wasn't sure the number of employees and there.are approximately 7-8 rooms. , The designers come to the home on the first bus in general. Parking was discussed. • COMM stated the access must be maintained in the main driveway. • Attorney Ford stated the hours would be 11-4 and Sunday 124. Generally there is an Opening the day before. Building Commissioner addressed signage. Attorney Ford stated he is not aware of any proposed. • APPROVED and forwarded to ZBA with the following conditions: • Maintain access to residence when house is open to the public. Driveway must be kept clear of vehicles. • Temporary fire extinguishers required on each level of the home open to the public. Exact location to be determined. • Fire Department inspection required:prior to opening.. jSTANDARD LEGEND mtr.not RU symbols wiU appear an o map q= GOLF COURSE FAIRWAY i� DECIDUOUS TREES :--X AT '""',-"-r -----------------_ / EDGE Of BRUSH /, ORCHARD OR NURSERY P O , O / ' j ... .�\ —X.._.i._:. ^ CONIFEROUS TREES 1 n MARSH AREA EN •'� �\ / �L_.....___,.XIS \` EDGE OF WATER ,i_ i\ ' —% GIRT ROAD \ /• DRIVEWAYS \\� + .' 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I � /�� p' � i, it 1 ►, � � s fir• \ - - - _y r..I 1 ♦ saaa. saw 1 - s "E The Town of Barnstable a 1 Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230' Building Commissioner March 9, 1998 Attorney Michael Ford 72 Main Street PO Box 665 West Harwich, MA 02671 Re: INFORMAL Cape Cod Academy Show House, 150 Sea View Ave, Osterville Proposing a Designers Showcase Dear Mr. Ford, The above referenced proposal was reviewed informally at the Site Plan Review Staff Meeting of March 5, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance and forwarded to the Zoning Board of Appeals with the following conditions: • Maintain access to residence when house is open to the public. Driveway must be kept clear of vehicles. • Temporary fire extinguishers required on each level of the home open to the public. Exact location to be determined. • Fire Department inspection required prior to opening. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner i FINE ARCHITECTURAL DESIGN R 508-420.1296 V B I www.FlneUnCArChilaeWmlDeaiSn.mm B WEST BAY ROAD.OSTERVILLE.W02955 ® ® ® ® ® ® NOTES: i i 6 Front Elevation SCALE: 1/4" = 1'-O 7. � I , I i ` I Left Elevation Right Elevation I L`; uj co SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" i > 7 I i 0 Q w p > LU i = W J ~ C/) i H �1ONP0FE751 P-M� i . BACK YARD PROJECT 2.0 Rear Elevation I SCALE: 1/4" _ . 1'-01' SET ISSUE OATES DATE ISSUE ;I I 'I ASPHALT SHINGLES 12 I � OVER FULL COVERAGE ICE 6 AZEK WRAPPED pyp� ' �YVATER SHIELD REVISIONS VIE-5,/-L M / DATE OESCR MON VERSA-LAM BM =�4'O.G. - 51NjPSON PGBZ CONNISIMPSON N2.5PO5T4AP10HDR- PLATEGTOR19TOP FASTENED TOPLATE a RAFTER TYP.EXISTING PORCH2x6 STUD WALL 1/2"COX PLYWOOD SHEATHING W.G.SHINGLES ABOVE STONE VENEER PT.bXIN pPPm5/8'ANCHOR BOLTSEMBEDDED'1" ®® SPACED 52°O.G. 12"FROM CORNERS I SINIP50N WASHERS 9'x5"X1/a' I ABU66Z 5TAND- OFF BASE CONNECTOR NVTrrEN BOLT i IINTTOO(GONCRETH ®® A ELEVATIONS&SECTION R 24'x24° CONCRETE PIER § '� �'�r SHEETI lOF2 9x9•FOOTING TYP. ty .. ?'!. +p,,• 1. _. : '� < +J , SECTION 1 SCALE: 1/4" WE W"17 I , FINE LINE ARCHITECTURAL DESIGN P 50&/20.1296 1• —.FIneLIneNl"-WnlOesipn.Wm 6 WEST BAY ROAD.OSTERVILLE•IAA 02655 NOTES: To•-t v�� _ �1 no - T ; T ._ -T L f T PEFZGOL A m OVER-RASED PATIO 1 iv w j •�t I .j, PERGOLA COL ',f,- i / /❑ GAL•/METAL POST ANCHOR 6 TSKa FOOr FOOnW.TYP. I I I I I I I �• '- +' I I I I I I I ' Y _ m Lo a0 ior -----T-------t -- L_- > c Q REF U) Q uj I i t� exa•_6•GoncR>:re IV r I 1 FOUNDATpN YNLL ..� = w J lo"xt6 POW,POOfRK F— U) > I-. I. UJI 'NOTr, AN6HICJIt BOLTS I - N 1 -0 - I EMBEDDED T •'� O 1 I ,SPACeD qx O.G. I I 1Y FROM l.ORNERS. { i .:r- �, :l.. -.� .{... .. I< I .. 'w{AStIER.59'se•xv9" � - � j' POOL CABANA n n - Y r I - .� • I I G t jt Q ! A. PO LC ' NAh 5TONEPAVER F NG - BACK YARD PROJECT 2.0 I 2xT CONCllZM PIER 68 f I 1 1 bxb P T.POST SET ISSUE DATES GALY.METAL POST ANCHGR GATE ISSUE 5,S'CONCRETE PAD T.P. o I it I __ 1 i ;p� 1 tv m BATH i t I -' I' F REv MS I .. rF---1 / DATE OESOWVRON 461-1 I I DN t I ---- -- I ----------------------- IV -4' FIRST FLOOR PLAN FOUNDATION SCALE: 1/4" = 11-0II SCALE: 1/4" = 11-0,I FLOOR PLAN&FOUNDATION PLAN J SHEET F 2OF 2 A2 DATE SR6201] �I 4 � II BENCH I- - TOD, t!) BATH CI) O ' r OSTERVILLE RESIDENCE 1 50SEAVIEW AVE-OSTERVILLE MA 02655 I I RENOVATION PROJECT-1 SEPTEMBER 2009 L 2 SCALE: 1/2" = V-0° RENOVATED FLOOR PLAN' i i I i OSTERVILLE RESIDENCE 1 A SEAVIEW AVE-OSTERVILLE MA 02655 RENOVATION PROJECT-1 SEPTEMBER 2009 1 SCALE: 1/2" = V-0° EXISTING FLOOR PLAN LEGENDPROFILE ALL SYSTEM COMPONENTS SHALL BE SYSTEM MARKED WITH MAGNETIC TAPE OR NOTES _ -- 99 --- EXISTING CONTOUR PROVIDE MIN. 20" DIAM. WATERTIGHT COMPARABLE MEANS FOR FUTURE LOCATION. e< ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) Sou h o 1. DATUM IS NAVD 88 Q 00;0 ACCESS COWERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE St• J X 99 EXIST. SPOT ELEV. \ BASEMENT SILL 18.6' —[99]— PROPOSED CONTOUR 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS IN FILTER FABRIC OVER STONE 15.5 15.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. a G' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 15.0' [98.41 PROPOSED SPOT EL. PRECAST H-10 NOTE: 2" MIN. WALL e5t �� 06 TH1 RISERS (TYP.) PRECAST H-10 THICKNESS REQUIRED BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS o ., 2'0 RISERS (TYP.) TO BE AASHC H-21 2'0 4"�SCH�O PVC PRECAST RISERS TEST HOLE MORTAR ALL H-20 *17.0't 12"MMIN.SNrT?DIM. PIPES LEVEL 1ST 2' �EN'DS COMPONENTS INV'S EL. 11.04' S. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH SLOPE OF GROUND 10" 14" . �S_IDES 12.23 TEE 3000 GAL H-20 TEE 10" 14" o ovo�o� o o e• O 1500 GAL H-20 0 0 0 0 0°0 0 SEPTIC TANK , 1 1.95 TEE TEE ' o 0 0 ®®®® ®®®MrM 0�® —® ®® 'o°o°o°°O 310 CMR 15.000 (TITLE 5.) SEPTIC TANK 1 1 .70 0°° ° o ®®®®®®�®®®� ®®®®mmm MR ; o o�nor GAS BAFFLE a' LIO. LEVEL °° o°O °° °°°°°°°° o o ° °°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO `D UTILITY POLE 4' LIQ. LEVEL 1 1.98 0 0 0 0 0 ° WATER EST D'BOX O o o ° o °o° o o° ACME OR EQUAL GAS BAFFLE o 0 0 0 0 0, °o°o°o°o ®®®®®®®®®®® ®Q®®®®®®®� ' o°o° FOR L�YELNESS o°°° o o ° BE USED FOR LOT LINE STAKING OR ANY OTHER ACME OR EQUAL +_o�o�o ono_ N 0000°o°o ®®®®®�®®®�® ®®®®�®®®®® o000 0 0 FIRE HYDRANT 11.67' 11.5G' °0°°°°°° °° 000g PURPOSE. .001.01.0c V Ir .. ... >°o°o°o°o °o°o°o°o NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 0°o 0 0 0 0 0 0"0 0;0 0 0' a•o o,o 0 0 0 0 0 o :: B. PIPE " LOCUS __[ 000000000000000000°'000°°°°00°00°°^°°°°°°°°oo 000°0000°o0C°C°0000000°0000000000000°0°00000`0o I E FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. ,o,�o„o_�_�_�_�_� o 0 0 0 0 �_n_�_ _�_o.o o °°o°o°o°�o�ono1o,,o°o°o°o°o�o�o�o„o„o�o„000°o• H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. ALL AR UND DOUBLE WASHED STONE (12) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED *THE INSTALLER SHALL VERIFY THE 6" CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES Nantucket OVER4LL DIMENSIONS TO OUTSIDE OF STONE: 104.00' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND LOCATIONS OF ALL UTILITIES AND ALL COMPACTION. (15.221 [2]) o PERMISSION OBTAINED FROM BOARD OF HEALTH. Sound SEWER OUTLETS AND Ui ELEVATIONS PRIOR TO INSTALLING ANY 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING PORTION OF SEPTIC SYSTEM DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ( $ SLOPE) ( 1 SLOPE) PRIOR TO COMMENCEMENT OF WORK. ( 1 SLOPE) 1 4.0' BOTTOM TH-1 1 ( SLOPE) NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'f FOUNDATION— 59' SEPTIC TANK 3' SEPTIC TANK 3' D BOX 50 LEACHING REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 162 PARCEL 20 ' - FACILITY LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE X \ REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. (AREA OF MINIMAL FLOOD HAZARD) AS 5. POOL FENCE SHALL HAVE SELF—CLOSING SHOWN ON COMMUNITY PANEL #25001CO776J SELF—LATCHING GATES, SIZE AND MATERIALS TO MEET DATED 7/16/2014 LOCAL AND STATE BUILDING CODE, ALL DWELLING DOORS OPENING TO POOL SHALL BE ALARMED TO CODE. SYSTEM DESIGN: �, ZONING SUMMARY ZONING DISTRICT: RF-1 DISTRICT GARBAGE DISPOSER IS PROPOSED MIN. LOT SIZE 87,120 S.F. ♦ 20' _ � \ ,�♦ MIN. LOT WIDTH ' DESIGN FLOW: 8 BEDROOMS @ 110 GPD = 880 GPI MIN. LOT FRONTAGE i ♦ 125 880 GPD x 1.5 - 1320 GPD ♦ MIN. FRONT SETBACK 30' 0 USE A 1320 GPD DESIGN FLOW .,o MIN. SIDE SETBACK 15' i �3 \SEPTIC TANK: MIN. REAR SETBACK 15' ♦ MAX. BUILDING HEIGHT 30' 0 ' O \ ♦♦ \♦FIRST COMPARTMENT 1320 SIT GPD (2) = 2640 GPD �o � i � ♦ � EIS LOCATED WITHIN THE RESOURCE SECOND COMPARTMENT 1320 GPD (1) = 1320 GPD `J •°' ♦ PROTECTION OVERLAY DISTRICT � USE A 3000 & 1500 GAL. H-20 SEPTIC TANKS IN SERIES �� � �� ♦♦, J\• i � / ♦;cam SITE IS LOCATED WITHIN THE AQUIFER LEACHING: �� '\ .� ' ,/ ♦ PROTECTION OVERLAY DISTRICT TH1 \� \ SIDES: 2 (104 + 12.83) 2 (.74) = 345 GPD TH2 ♦\ ♦♦ BOTTOM: 104 x 12.83 .74) = 978 GPD TH3 � y ,o ,% � / /♦o� TOTAL: 1801 S.F. 1332 GPD ii< ♦ � � \ /70 /..., / O 416 / ♦ S� USE (12) 500 GAL. H-20 LEACHING CHAMBERS GRAVEL ♦ ' (ACME OR EQUAL) WITH 4' STONE SIDES 1' ENDS. �� N + \ ♦ DRIVE B17NOHMARK: ♦ , BA >EMENT SILL �� ♦ ♦♦ i� _ %6.6' NAVD88 �\ ♦ �� MA rn APPROVED DATE BOARD OF HEALTH PROPOSED d' 0P*j N �9 SHED \ POOL ! OF/ \ rye• // �� PATIO + S SPA SLEEVE SEWER LINE 4- �O / 16 WHERE WITHIN / � WATER SERVICE � X / PRO 0 P00N HOUSE., / d \ EXISTING DWELLING TEST HOLE LOGS Z� ENGINEER: CRAIG J. FERRARI, SE #13871 PROPOSED WITNESS: DONALD DESMARAIS RS PATIO `, J 0\• DATE: 7/1 1/2017 ) �` DECK PERC. RATE < 2 MIN INCH �9 / BELOW CLASS I SOILS P# 15407 + /1/ .O / 2O� 4 ELEV. ELEV. s ELEV. ELEV. ., ' 0„ 15, 4 E-RO E WATER 0 15 0" 15' 0" 15' �� `� SERVI E SHOWN ( L o T " ITE PLAN 22" FILL 1 g" FILL 12" FILL 24" FILL 36,121 S.F. 0.83 AC. OF A A A A LS LS LS LS #150 SEA VIEW AVENUE 1 0YR 3/2 1OYR 3/2 1OYR 3/2 v' 24" 24" 18" 26 10YR 3/2 > ��� �� OSTERVILLE, MA B B B g 22 LS LS LS LS PREPARED FOR � 42" 10YR 6/8 11 .5' 36„ 10YR 6/8 12' 36„ 10YR 6/8 12' 42„ 10YR 6/8 11.5' LISA T'HOMAS PERC PERC `�' DATE: JULY 31 , 2017 c c c c Scale: 1"= 20' MS MS MS MS 0 10 20 30 40 50 FEET 10YR 7/4 10YR 7/4 10YR 7/4 10YR 7/4OF a� 9C s� DANIELA. DANIEL ``;� off 508-362-4541 132" 4 132 A. fox 508-362-9880 " 4' 120" 5' 120" 5' OJALA OJALA 11 `'I downcope.com No. No.409t30 _P �� �<D P°�SS\0 down cope ein ineco ng inc. T�SSO/NA��va q�OS VET N GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 1-� civi/ engineers land surveyors DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) IDCE # 1 7— 1 86 YARMOUTHPORT MA 02675 ■ _ 17-1RF , GENERAL SPECIFICATIONS SIZE: DEPTH: REFERENCE NUMBER: TILE: COPING: DECK:TYPE: EXISTING PATIO:. - FINISH:TYPE:' _----- 12'-0' PUMP:TYPE: SIZE: d 2'-6" T3'-0" 12'-0` FILTER:TYPE: SIZE d HEATER:TYPE: SIZE: 1'-8" I i Autocover Tracks SKIMMERS: STRUCTURAL NOTES: ` 2'-0" LIGHT:TYPE: REQ'D: ' 1. All const uction is to conform to the POOL CONTROL: Massachusetts a CLEANING SYSTEM: 15" Autocover Vault state building code and all applicable product and design standards. 3:1 Slope I SANITIZATION SYSTEM: Absence of specific items from these .q drawings does not infer that OTHER: I Main Drains the contractor is relieved from. the statutory —9.1" Per Code i-9''" _3,9. SPA SPECIFICATIONS code requirements. : 22'-o" 2. All materials and methods of SIZE: ELEVATION:s'-o" construction shall conform to the approved rules :and standards for THERAPY JETS: THERAPY PUMP: materials: tests, CONTROLS: LIGHT: 14"..Steps' and requirements of accepted engineering practice as listed ' SPILLWAY: in Appendix A of the Massachusetts State OTHER: _5�5- Building Code. d i 18" Steps ! 3'-0" 7' POOL NOTES: 9" e / 3'-s" -3'9" a 3'-0. 1. Assume maximum safe soil bearing Spa Spillover Autocover TracksrF— O pressure- 2,000 F d 2. All pools are to be paced on natural, y M >a d d w undisturbed material A or compacted granular fill.fill Subsoil bearing d 3'-s" strata shall be free L from all vegetation, loom, and organic material. -3's' a'-o. 3. Do not place backfill against pool walls until all walls have obtained 7 day cure strength. - d 4. All goal floors steall be placed on a 18 a layer ofcrushed p 1rt rn,^1I>frtG? ff' ..A° ',! 1 {11C� ,:'QCfOr ,� / /.% - . wised spa - density at the optimum moisture content. 13" Autocover Vault SHOTCRETE NOTES; 1. Shotcrete mixture, form-work, delivery,'' NOTE: Measurements are from TOP of beam. placement, and reinforcement Subtract 3-4" for water height ; shall conform to all requirements of ACl 1 Y" Autocover Track 506.2-95 latest edition), Approx. Water Height ( unless otherwise noted. 2. Concrete materials shall be: ASTM C 2'_1• d , ' 1-s - - - - - Type 1 Portland Cement. 3'-9" Sand and Gravel aggregates shall be normal �. ...... _ . . weight and `conform to ;a I ASTM C33 Standards. Aggregate not meeting d ASTM C33 Standards �R 9'-3' 9'-1' � _ may be used provided pre construction tests' d' demonstrates the shotcrete .r, ` can 'meet specified requirements. All concretenz Ill shall be air-entrained. �: � , r 3:1 slope Concrete compressive strength, (f'c) in 28 d (MAX) a days. All concrete work-' 5,000 psi. E ? 9 /a f17 NOTE: � 1 1s'-s" 19'-s" 8.-o" ELEVATIONS ON EQUIPMENT AND SOUND` 5d 1 PROOFING IN ACCORDANCE WITH FLOOD ZONE ® 12" D.C. Shallow end Floor REGULATIONS_ #3 ® 12" D.C. E.W. #3 TO BE DETERMINED. Vertically Through Out Entire To Deep End Floor Pool Walls Within 18' Of Pool Beam #4 Double Row Horizontally 1, NAME: Thomas Residence within 2" of Beam 5 II c , ADDRESS: 150 Seaview Ave l CITY: 00 Osterville MA zip: 02655 t. I I€}.. { -- 8" Vault Floor .. G a & Walls Illy 1° 6. E. RES.PHONE: BUS PHONE: !;[,-}II I[ '; I I!_i j 11.=1iI #3 ® 12 O.C. E.W. } 10' Pool Wails. - •1!I m:a( Horizontally Through Out 3:,1 Slope Entire Pool Walls CUSTOMER SIGNATURE: DATE 1 , (MAX) =II ' I ,_wI11 !II f, 1 L. } I I 1 i I-_..I #4 ® 12 O.C. E.W. VIOLA T T :I ' I `_ _III ! I- I' •-1 I I ma':; - I III ;i _. .I I.. ..III f I 1-- €' Horizontally Through Out VIOLA s a..�s s,.-..,._. 1 i.._....•}}m:.TME y}..:......,i i`. .. e ,. .. .__;il......,_I —1 I..T.. y 9 Hydrostatic Relief Valve 8` Pool Floor Entire Pool Floor Install Per Manufacturer's ASSOCIATES Compacted or Undisturbed Specifications Subgrade 110 ROSARY LANE, UNIT A, HYANNIS, MA 02601, (508)771-3457 VIOLAASSOCIATES.COM DRN.BY: DATE: REV..NO.:, DATE: 9/18/17 SCALE 3116 =1' ---- - --- ----- ------ - --------- - -- ----------------- - -- --- --- _ --- -- -- ----- - - - -- - - - ---- -- L_ i GENERAL SPECIFICATIONS SIZE: DEPTH:' REFERENCE NUMBER: TILE: COPING: DECK:TYPE: EXISTING PATIO: 44,-0• FINISH:TYPE: 12'-0» PUMP:TYPE: SIZE: ,. a 2'-6• 3•-0• 12'-0" — a ..1 • .' . � . . ;-.� FILTER:•TYPE: SIZE.. i'-6" Autocover Trucks a HEATER:TYPE: SIZE:' SKIMMERS: , - I - I 2-0 STRUCTURAL _ STRUCTURAL NOTES:: LIGHT:TYPE:. REQ'D: 1. All construction is to conform to the POOL CONTROL' Massachusetts e 15" Autocover vault i state building code and all applicable product CLEANING SYSTEM: 3:1 Slope and design standards. SANITIZATION SYSTEM: Absence of specific items from these drawings does not infer, that OTHER: —9'1» Main Drales Per :-9'1" the Contractor is relieved from: the statutory SPA SPECIFICATIONS P Code ; , —3'9' . I "� 4 code. requirements. 6'_0" 22'-0" 2. All materials and methods of SIZE: ELEVATION: 25'-8• _9.31 construction shall conform to the approved rules and standards for THERAPYJETS: THERAPY PUMP: materials, tests, CONTROLS: LIGHT: 14" Steps' and requirements of accepted engineering practice as listed SPILLWAY: a in Appendix A of the Massachusetts State r OTHER: -5'5• Building Code. a ' —4.y. 18" Steps �. 3'—�» POOL NOTES: F— Hyd '9» O 3'-6" -3'9" Spa Spillover Autocover Tracks i 3'-01 1• Assume ?'1'laXlmUm Safe SOiI bearing .., a pressure- 2,000 f I 2, All pools are to be paced on natural, undisturbed material �. 3.-6. or 'compacted granular fill. Subsoil bearing d strata shall be free from all vegetation, loam, and organic material. a'-o• 3. Do not place. backfill against pool walls until all walls - have obtained 7 day cure strength. 4 4.' All pool floors shall be placed on a 18 x layer of crushed f stone comoacted try 95 standard oroctor i r // vat-the :- - ------Raised Spa _..,.density •.,, p optimum 'moisture content. 13" Autocover Vault SHOTCRETE NOTES: 1. Shotcrete mixture, :form-work, delivery, NOTE: Measurements are from TOP of beam. placement, and reinforcement Subtract 3-4" for water neignt shall conform to all requirements of .ACI Approx. Water Height 1 Y" Autocover Track 506.2-95 (latest edition), unless otherwise noted. exa - - - - - - - - - - - - - 2. Concrete materials shall be: ASTM C 6 2-_1• a 1-s - - - - Type `1 Portland Cement. k,. ., Sand and Gravel aggregates shall be normal c.3'-s^ weight and conform t `s< :a i ASTM C33 Standards. Aggregate not meeting f s'-1• - s'-1• a '' ASTM C33 Standards M; a s 3 may be used provided pre construction tests = . Lb �.. demonstrates the shotcrete -.; _ can meet specified requirements. All concrete �'': . .� shall be air-entrained. f� 3:1 Slope Concrete compressive strength, (f'c) in 28 '. �,:AEI ' (MAX) days. t . C 41 V All concrete work— 5,000 psi. w NOTE: GI f a�17 16'-6" 1s-6 -- 8-0" ELEVATIONS ON EQUIPMENT AND SOUND PROOFING IN ACCORDANCE WITH FLOOD ZONE - #3 ® 12" O.C. E.W. #3 ® 12" D.C. shallow End Floor REGULATIONS— #3 Through Out Entire To Deep End Floor TO BE DETERMINED. Pool Walls Within 18. Of Pool Beam #4 Double Row Horizontally NAME: Thomas Residence within'2• of Beam ,i€ i ADDRESS: 150 Seaview Ave CITY: 0sterville MA ZiP: 02655 la• Vault Floor • , RES.PHONE: BUS.PHONE: & wane . iII:, lI1 f= ill . !I FBI L I1 _ II =,II I1!.ii III #3 ® 12 O.C. E.W. €10 Pool Walls: Horizontally Through Out I I I.. i!I L� 3:1 Slope Entire Pool Walls €# .._ E I - 1( _ I 1 -�I II 1 I I (MAX) CUSTOMER SIGNATURE: DATE �_ i i I L... __ ;_LI.F' ri' _ l- !!,_, •11 ill( �_l._ i 4 ® 12 O.C. E.W. __,.! ;`;..._.; -I ((,.- I I I i ,I i' I I 1......i(! Horizontally Through Out VIOLA ros Relief Valve 8" Pool Floor Entire Pool Floor Install Per Manufacturer's ASSOCIATES Compacted or Undisturbed Specifications Subgrade 110 ROSARY LANE, UNIT A, HYANNIS, MA 02601 "(508) 771-3457 VIOL.AASSOCIATES.COM DRN.BY: DATE: REV.NO.:. DATE: 9/18/17 SCALE 3116"=l'