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Home My WebLink About0202 SEA VIEW AVENUE OYl 1 � o I c13 a"Y kn e II a UNV 10503 KWIMUM Yl�if�.lfCIFD . p�yE COMIBd10% CxdWfibwSw lno POST awm Fo I ct'e� 0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 01 Application. L Health Division Date Issued ��' 1�'A& Conservation Division Applicatio ee 0,3 Planning Dept. Permif Fee f Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address- Village Owner Pof�� f_ /�� Address Telephone > Permit Request T Q .� .n Ja �/1 � o�.�Z� e4A-f �f/� i��'� C 'Square feet: 1 st floor: existing proposed 1 2nd floor: existing proposed Total new 1 J Z Zoning District Flood Plain �Zo^e 1 Groundwater Overlay Project Valuation U Construction Type'��C� =; . O Lot Size , Grandfathered: ❑Yes ❑ No If yes, attach supporting d6pume tation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) -' Age of Existing Structure Historic House: ❑Yes ❑ o On Old King's 'ighway:-0 Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other w a rn Basement Finished Area (sq.ft.) / Basement Unfinished Area(sq.ft)� Number of Baths: Full: existing new / Half: existing ® new l Number of Bedrooms: D existing L new Total Room Count (not including baths): existing _�new 2— First Floor Room Count Heat Type and Fuel: NO.GGas ❑ Oil ❑ Electric ❑Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing co 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# 9 Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1 Telephone Number ✓ 0 (r 2P c ? Address License # C'� 70 Z> Home Improvement Contractor# Email �'°�c� lU� /� / �/�/�(<�WVor er' Compensation # ` 2� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -2'a SIGNATUR l ' , i DATE ( Z l 5 FOR OFFICIAL USE ONLY ` .APPLICATION # 'DATE ISSUED r y MAP/PARCEL NO. ADDRESS VILLAGE OWNER - i � € DATE OF INSPECTION: , FOUNDATION FRAME �y "__,$ INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING` ` r a DATE CLOSED OUT " ASSOCIATION PLAN NO. - ! b S �Andy Roth MurrayandMacDonald (2/2) 04/11/2016 10 : 53 : 02 AM - 4 .ac Ro o® CERTIFICATE OF LIABILITY INSURANCE r ATE(MM/DD/YYYY) 04/11/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS ERTIFICATE 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 NAME: Andrew Roth MURRAY & MACDONALD INSURANCE SERVICES, INC. PA'jc°Nlu Ext: (508)289 4152 FAC No E-MAIL A D DRESS: aroth@mmisi.com 550 MACARTHUR BLVD. INSURE S AFFORDING COVERAGE NAICtt BOURNE MA 02532 INSURERA: AIM MUTUAL INS CO 33758 INSURED / .( INSURER B LEE ANDERSEN INSURERC: INSURER D: P 0 BOX 993 INSURER E: FORESTDALE MA 02644 1 INSURER F: COVERAGES CERTIFICATE NUMBER: 43615 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, EXCLUSIONSANDCONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POUCY EXP LTR POLICY NUMBER MM/DDIYYYY MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR PREMISES Ea occunence $ MED EXP(Any oneperson) $ N/A PERSONAL&ADV INJURY $ GENL AGGREGATE LIMIT APPLIES PER: PRO- GENERAL AGGREGATE $ POLICY JECT LOC PRODUCTS-COMPIOP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINEDSINGLELIMIT $ Ea accdent ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS OWNED AUTOS N/A N/A BODILY INJURY(Per accident) $ NON-OWNED HIRED AUTOS AUTOS Per accident $ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS UAB HCLAIMS-MADE N/A AGGREGATE $ DED I RETENTION$ �/ $ WORKERS COMPENSATION X STATUTE UI _AND EMPLOYERS'LIABa1TY Y/N ANYPROPRIETORIPARTNER/EXECUTME E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBER EXCLUDED? N/A N/A N/A VWC1 00 601 84 66 20 1 6A 04/08/2016 04/08/2017 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500.000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (A CORD 101,Additional Remarks Schedule,maybe attached If more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search cool at WWW.mass.gov/lwd/%vorkers-compensationAnvesilgallons/. Sole proprietor has not elected coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Kendall &Welch Construction Inc. ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 490 AUTHORIZED REPRESENTATIVE —Qsterville MA 02655 Daniel M. CroOey,CPCU,Vice President—Residual Market—WCRIBMA 19)1988-2014 ACORD CORPORATION. All rights reserved ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD DATE (MW NV CERTIFICATE OF LIABILITY INSURANCE 0M 16 THIS CERTIFICATE IS ISSUE) AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER M THE PO THE PO BEELLOW. THIS ERTIFIATI;OF INSURANCE DOES NOTAFFIRMATIVELY ORE CONSTITUTE A CONTRACT BETWEENAMEND, EXTEND OR ALTER THE THE IDS U NG INSURERGE AFFORDED(S)BY , AUTHOR Ell REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If e certificate holder Is an ADDITIONAL,INSURED, the poltoy(iss) must he ettAOYsed: It SUBROGATION I$ WAIVED, subject the'the terms and conditions of the policy,certain pol►oles may require an endorsement. A statement on this certlneate does not comer rights to the eertificate holder In lieu of sucti'endorsament(S). PRODUCER Phone:6'OB-540-5101 Fax:eoe.asraeaD C°t'T"OT Bob AIIItYtta ALMEI)A 81 CARLSON INSURANCE AGENCY INC. PHONE F 5W 88g.0207 NOIL (So)888- 50 P.O.BOX 5% E-MNL ratlietta@almeidaedrlson.com FALMOUTH MA 02541 INSURERS) AFFORDING COVERAft NN INSURER A : Arbella Protection Ins Ca INe INSUREae Hartford Underwriters Insurance Co D P FUCCILLO CONST INC 548 THOMAS LANDERS RD INSURER c : Arballa Protectlort Ins CO E FAL.MOIPTH MA 02536 INSURER D: ARBEL,LA PROTECTION INS CO 41160 INSURER E I)ygUREq F COVERAGES CERTIFICATE NUMBER: 32783 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY P :RIC INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHE H " CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TE RM! LUSIONS AND CONDITIONSOF SUCH LICIE IMITS SHOWN MAY HAVE 13 EN AEDUCED BY PAIDLIC CLAIMS.-- INSR APUL SUSR POY EFF POLICY EXP UMW TYPE OF INSURANCE R POLICY NUMBER M A GENERAL LIABILI Y $500045173 10/20f15 10M116 EACH OCCURRENCE s 1,C OAMA EMD $ ; X COMMERCIAL,GENERAL LIABILITY PREMSES t_aaoowenoa x OCCUR 'MED.EXP(Anyone person) $ CLAIMS-MADE � PERSONAL&ADV INJURY $ 1 iC X BLANI%TADDM0NALINSURRDS GENERAL AGGREGATE $ a,( PRODUCTS-COMP/OP AGG $ 2>t OEN'L AGGREGATE UMITAPPLIE$PER: $ PRO- tAC POLICY EC7 COWINE66INGLELIMT 1,( D AUTobtOIrILE LIAe0.11Y 1020005316 09/08/15 09/08116 (EaaocldefM $ BODILY INJURY(Par psraon) S AUTO SCHEDULED BpDILYINJURY{peraoc�dent) $ ALLOWNED X AUTOS P Da $ AUTOS NON-OWNED JANY HIRHDAUTOS X AUTOS $ OCCUR 46000$1736 10l20/1S 10120l16 EACH OCCURRENCE $ 1+' ugeRELLA ups AGGREGATE $ excEBB LIAR CLAIMS•MADE $ DED X RETENTION$ 10,000 10/23/15 10/23/16 TORY LINITB fft $ -- 5s659382 B WORNERB COMPENSATION E.L.EACH ACCIDENT $ AND EMPLOV6R9' LIABILITY YIN E.L.DISEASE-EA EMPLOYEE $ ANY pROPR16TORIPARTtLR/P,XECUr1VE EA DISEASE-POLICY LIMIT $ OFF1ChR7MEMBEfl Pa(CLUDED? C NIA (M°nd0.ton In NM It yea,daacdbe vndar OEBCRIP'%ON OF OPERATtONe babes DESCRIPTION OF OPEflAT10NS!LOCATIONS f V HICLfS(A�loci Aeono 901,Additional Renletka SchpdUle,11 mDI+;sPpC019 Iequitstd) DE CANCELLATION CENTIFICATP- HOLDI_R B CER SHOULD ANY OF THE ABOVE DE4^c me%TPOFICtVAL BEBE DELIV El 06/08/2016 WED 15: 50 FAX 5089923538 southeastern IA Q001/00 CERTIFICATE OF LIABILITY INSURANCE DAT!(MM/OD/YYYY 6/8/2016 THIS CERTIFICATE 19 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THI CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE I-SELOW. THIS 09RTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZE EPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ,MPORTANT: If the Certificate holder Is an ADDITIONAL INSURED,the POIICy(les)MV&t be endorse . If SUBROGATION IS WAIVED,subject t the terms and conditions of the policy,certain POIICles may require an endorsement. A statement on this certificate does not confer rights to th certificate holder In IIBY of such endorsement . PRODUCER e NCONTACT AME. Karon Hornier Southeastern Insurances Agency, Inc. PHONE (508)997-6061 1000990-2731 - --- 4 9 State Rd. .MIL kbarnier@eoutheawtornine.00m P.O. Box 79398 - INSURER(B)AFFORDING COVERAGE __ NAIC q North Dartmouth MA 02747 - INSURERA:Merchants Mutual Tnaurrance Cc INSURED Rona / INSURER e L _ -.•—__ ••- . Rene EXaaVating Ii1C. /<// INSURER 0_ 81 aaho Road, Unit #1 INSURER O: INS RER e: _'•- --• Mashppg MA 02649 INSURER P — COVERAGES CERTIFICATE NUMBER:CL1641502378 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES 05 INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE PODGY 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. I R TYPE OF INSURANCE wvD P ICY P ICY 6XP LIMITS X COMMERCIAL GENERAL LIABILITY LACH OCCURRENCE S 1,000,0 0 A CLAIMS•MAOE OCCUR DAMAGE'Ta PREMI E$_(�R owurrenoe) 6 100,0 0 __. CMD91QBaa6 B/1/2016 5/1/2017 MED EXP(Any one person) S-_ 510 0 — PgSONAL&ADV INJURY $ 1,000,0 0 X GEN'L AGGREGATE LIRRMOoIT.APPLIES PER' GENERAL AGGREGATE $ ,COD,0 0 POLICY u JECi n LOC — - - - PRODUCTS-COMP/OP qGG tD 2,000,0 AUTOMOBILE LIABILITY MEIIe ED SINGLE LIMIT ecc dent)•_ 6 _ ANY AUTO BODILY INJURY(Per Person) ® 1,D00,0 ALL OWNED SCHEDULED XCA7013915 AUT08 R AUTOS e/16/2015 S/16/2016 BODILY INJURY(Per aceldeni) $ 1,000,0 X HIRED AUTOS $ AU OB ED P qr acef T4 fSbRIAZIE— -' (Perseeldenll fD 1,000,D MkWaXUMBRELLA LIAS l Payments S 510 OCCUR EACH OCCURRENCE $ 1,000 0 EXCESS L1AB - —••• •• •• A CLAIMS-MADE AGGREGATE _ 6 1 000 0 I_ 0 0 DED X RETEN I 0 000 CUP91Q7746 05/01/2016 6/2/2017 �� WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N X.)S_A UTE R R ANY PROPRIETOR/PARTNER/EXECUTIVE E,L.EACH ACCIDENT $ _ 14,000,00 OFFICER/MEMBER EXCLUDED? r N IA A (Mandatory In NH) WCA9D94537 5/1/2016 5/1/2017 E.L.DISEASE-EA EMPLOYE S 1 000 0 Ifyyoe dIN"Oe'near , DE9 AIPTI TIONB Dolow E.L.DISEASE-POLICY LIMIT I 1 00 IIESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES (ACORD 101,Addalonel Remarks Bohedule,may be attached If Mon space Is requlrod) CERTIFICATE HOLDER CANCELLATION (508)428-4907 SHOULD ANY OF THE ABOVE:DESCRIBED POLICIES BE CANCELLED BEFORE Kendall 6 Welch Building and RamodAling THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P O Box 490 ACCORDANCE:WITH THE POLICY PROVISIONS. oetorvill®, MA 02655 AUTHORIZED REPRESENTATIVE Karen Bernier/KAB *f-$*4zvAwiLJf 01988.2014 ACORD CORPORATION. All rights reserved ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 1EJS026(291401) ACo CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 16.� 1/27/2016 IFTHIS 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 Andrew Roth Murray & MacDonald Insurance Services, Inc. PHONE E (508)540-2400 A No:(508)289-4111 550 MacArthur Blvd. E-MAIL ADDRESS:andy@riskadvice.com INSURERS AFFORDING COVERAGE NAIC# Bourne MA 02532 INSURERA:Essex Insurance Co. INSURED INSURER B Lee Andersen INSURER C: PO BOX 993 INSURER D: INSURER E: Forestdale MA 02644 INSURER F: COVERAGES CERTIFICATE NUMBER:16-17 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 ADD SUER POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00C A CLAIMS-MADE FX OCCUR DAMAGE TO RENTED 50,00 PREMISES Ea occurrence $ 3DW9186 1/13/2016 1/13/2017 MED EXP(Any one person) $ 1,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 X POLICY 0 jECT LOC PRODUCTS-COMP/OPAGG $ 1,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER I EH AND EMPLOYERS'LIABILITY Y/N STATUTE R ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I 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 Kendall & Welch Construction Inc THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 490 ACCORDANCE WITH THE POLICY PROVISIONS. Osterville, MA 02655 AUTHORIZED REPRESENTATIVE Andrew Roth/AJR ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Ws025 rgnlanit I Client#:31686 2DETAILSI ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(M /Do1/29A61/29nir, Y) 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 Dowling&O'Neil Insurance Ag NAME: 973 lyannough Rd, PO Box 1990 PHONE o Ext:508 775-1620 E-MAIL AA/c No: 5087781218 Hyannis,MA 02601 v ADDRESS: 508 775-1620 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERA:National Grange Mutual InsUranc Detail Siding Construction, Inc. INSURERB:Commerce Insurance Company 55 Wolley Road INSURER C: Hyannis,MA 02601 INSURER D: INSURER E: COVERAGES INSURER F 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 CONTRACTOR 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, IN EXCLUSIONS SR AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.LTR TYPE OF INSURANCE ADD SUBI SR WVD POLICY NUMBER POLICY EFF POLICY EXP A GENERAL LIABILITY MM/DD/YYY MM/DD/YYY LIMITS X COMMERCIAL GENERAL LIABILITY MPF1060Y 12/01/2015 12/01/201 EACH OCCURRENCE $1 000 000 pq GET R CLAIMS-MADE OCCUR PREMISES aocccurOence $500 000 MED EXP(Any one person) $10 000 PERSONAL BADVINJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: POLICY I-IM LOC PRODUCTS-COMP/OPAGG s2,000,000 B AUTOMOBILE LIABILITY $ 15MMBBWC98 11/07/2015 11/07/201 COMBINED SINGLEUMIT $1,000,000 ANY AUTO Ea acaden ALL OWNED SCHEDULED BODILY INJURY(Per person) S AUTOS X AUTOS NON-OWNED BODILY INJURY(Per accident) $ HIRED AUTOS AUTOS PROPERTY DAMAGE Peracddent $ UMBRELLA LIAB OCCUR $ EXCESS LIAB CLAIMS-MADE EACH OCCURRENCE $ DED RETENTION S AGGREGATE $ WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY WC STATU- OTH- ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N JQ18y LIMITS OFFICER/MEMBER EXCLUDED? a N/A E.L.EACH ACCIDENT $ (Mandatory In NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more spacels required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived, or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Kendall&Welch Building& SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Remodeling THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P.O.Box 490 ACCORDANCE WITH THE POLICY PROVISIONS. Osterville,MA 02655 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S164130/M164129 CBD CERTIFICATE OF LIA BILITY INSURANCE A(MMIDDNYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF IN=RAN ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOENSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFDER. 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 se this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 71N NTACT DOWLING & O'NEIL INSURANCE AGENCYONE Christine Davies c Llq,Ext)__(508)775-1620 - AIL '---- ..973 IYANNOUGH RD. ORE Ss:_Cdavies@doins.com.SU — - --- — HYANNIS INSURER(S)AFFORDINGCOVERAGE- -- ------- " _ NAlcINSURED - URERA: AIM MUTUAL INS CO _- 33758 DETAIL SIDING CONSTRUCTION INCURERe.._. __..URER D: 5 WOLLEY ROAD HYANNIS RER E_— _ _.—COVERAGES CERTIFICATE NUMBER: 42325 RER F: —' --- --- REVISION NUMBER: IS IS TO CERTIFY THAT THE POLICIES U 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 - -ADDLISUBR' LTR TYPE OF INSURANCE POLICY EFF POLICY EXP POLICY NUMBER - COMMERCIAL GENERAL LIABILITY MM/DDIYYYY MM/C YYYY LIMITS I I CLAIMS-MADE )OCCUR EACHOCCURRENCE $ _._ i - LSAMAG" TOWEN�6- -- - - - -- - PREMISES(Ea_occurrence) S - _ i MED EXP(Any one person) $ — r- --- ---- - ; N/A ---- -- — - -- GEN'L AGGREGATE LIMIT APPLIES PER: PERSONAL&ADV INJURY_ '$ POLICY PRO- GE i_. , JECT i LOC -GENERAL AGGREGATE.- - __ _ --- I OTHER: ;PRODUCTS-COMP/OP AGG;$ AUTOMOBILE LIABILITY -- '� LJ i I COMBINED SINGLE LIMIT ; ANY AUTO _ ,.(Ea accident)- $ I ALL I -- -- -_.--• OS�ED ' I SCHEDULED i BODILY INJURY(Per person- ) S ---a AUT __I AUTOS N/A l BODILY INJURY(Per accident) $ -- -- — i i NON-0VVNED , HfREOAUTOS i_-_ AUTOS I _.--_-__. _ I ! -PROPERTY DAMAGE ` i ,-(Per accident)_ S UMBRELLA LIAB i EXCESS LIAB OCCUR -- -"-- --- - J FEACHOCCURRENCE '$ I I CLAIMS-MADE N/A -. . DED RETENTION$ AGGREGATE $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY v S ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N ^,STATUTE _ 4 ORH_- A OFFICER/MEMBEREXCLUDED? N/A N/A j NIA VWC10060214072016A I(Mandatory In NH) ;03/10/2016 03/10/2017•-E.L.EACH ACCIDENT $ 500,000 _ If yes,describe under ; DESCRIPTION OF OPERATIONS below E.L.DISEASE-EA EMPLOYEE,S 500.000 ! E.L.DISEASE-POLICY LIMIT,$ 500,000 i N/A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC.20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gOV/Iwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHO ANY OF JAUTHOKiet:u UEDXPIRATIION H DATE ABOVE THER OF,DESCRIBED NOTIICE POLICIES WILLL CANCELLED BE DEL VERED RN Kendall & Welch Building & Remodeling ORDANCE WITH THE POLICY PROVISIONS. P O Box 490 REPRESENTATIVE Osterville MA 02655 " ``'C l M.Crow ey,CPCU,Vice President—Residual Market—WCRIBMA ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered ma ks of ACORD Sharen Rabesa MurrayandMacDonald ( 1/1 ) 04/04/2016 01 : 56 : 37 PM -C DA Ac aY CERTIFICATE OF LIABILITY INSURANCE TE(MM/DDYV 04/04/20 6 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND-CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. rHI CERTIFICATE DOES NOT-AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POL IE BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHO ZE 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,subj t t the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights t th certificate holder in lieu of such endorsements). PRODUCER CONTACT NAME: Sharon Rabesa MURRAY & MACDONALD INSURANCE SERVICES, INC. PAHONNo EXc: (508)289-4160 A. Na E-MADDRESS: sharan@riskadvice.com 550 MACARTHUR BLVD. INSURERS AFFORDING COVERAGE N C# BOURNE MA 02532 INSURER-: HARTFORD UNDERWRITERS INS CO 30104 INSURED INSURER B: KENDALL & WELCH CONSTRUCTION INC INSURER C: INSURER D: PO BOX 490 INSURER E: OSTERVI LLE MA 02655 1 INSURER F: COVERAGES CERTIFICATE NUMBER: 41995 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PE UO INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH HI CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE T ME EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I�TR TYPE OF INSURANCE POLICY NUMBER MM/DD//YYYY MM/DD/YYYV LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE1-1 OCCUR AENTEIT— PREMISES Ea occurrence $ MED EXP(Any one person $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY F1 PRO- JECT LOC PRODUCTS-COMP/OPAGG $ EOTHER: $ AUTOMOBILE LIABILITY COMBINED a aC $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTYDAMAGE HIREDAUTOS I AUTOS Per accident $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION ,X STATUTE ERH- AND EMPLOYERS'LIABILITY Y/N A OFFICE RIM EMBEREXCLUDE D9ECUTIVE NIA N/A N/A 6S60UB5033P43516 02/06/2016 02/06/2017 E.L.EACH ACCIDENT $ 500,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedul e,may be attached If more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only. Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pa claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes e issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verificatio Search tool atwww.mass.gov/iwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BE RE A THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVEREE M Town of Barnstable-Building Dept ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 Daniel M.Cro,,y,CPCU,Vice President—Residual Market—WCRIB ©1988-2014 ACORD CORPORATION. All rights resirve i, I Massachpsetfs .Department of Public Safie* .,Boa dibf#Buiding,Regulations'and Stands Construction Supervisor License:'CS-070086:5 - I run DAMON L KEND .L t 48 KOM P-3SW'D*!F _ s FALMOUT?f;MAt4256. Expiration •__ Commissioner 11/21/2016 CR-1e Wparamearecueall1 oIGA'icaaad"Mea _ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only - OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: _ egistration: 1 128405 Type: Office of Consumer Affairs and Business Regulation - Expiration: 4- 201;Z- Partnership 10 Park Plaza-Suite 5170 y 1 Boston,MA 02116 KENDALL&WELCH:COtJ DAMON KENDALL 54 KOMPASS DR. \ � �� \i: �«:�'• — �' Lys WITNESS my hand and seal this J'7 day ofNovember,2015. NEI�LY KOUNTZE,TRUSTEE UNDER AGREEIv=DATED DECEMBER 20,2010 STATE OF FLORIDA I Lee ss On this Q day of November,2015,before me,the undersigned notary public,personally appeared Neely Kountze,Trustee as aforesaid and proved to me through satisfactory evidence of identification,a Florida driver's license,to be the person whose name is signed on the preceding or attached document,and aclmowiedged to me that he signed it oluntaxily for its stated purpose and made oath that the foregoing certification is t me and con- Notary Public My commission expires: p r 1 1 c�01 C HMSI'INE M MAIASICS wwtr C0MMMR0N C EE1173629 EMRS APR 12016 SOMMTHROUrH RUOSUPAKMCO VANY i i Message Page 1 of 1 Anderson, Robin To: Jenkins, Elizabeth Cc: Lauzon, Jeffrey; Roma, Paul Subject: SP 2016-018 Hi Elizabeth, I am looking for clarification concerning SP 2016-018 (Alliegro) and a discrepancy between the floor plans and the reported proposal described in the decision. The background of 2016-018 refers to a demo-rebuild request. It describes the proposal as a 5 bedroom house with a detached garage containing 1 bedroom and a pool. This is to be the full build out according to the decision. The plans referenced show the proposed primary dwelling and a detached garage with a one bedroom apartment consisting of a bathroom, kitchenette combo/dining area as well as a living room labeled on the second floor plan. I am reluctant to sign off on the building permit without checking for clarification first. Did the board note the bathroom and kitchen above the garage? I only ask because of the full build out requirement identified in the decision. If they are ok with that apartment, two ways out of that unit must be provided according to Jeff and that may mean additional work - contrary to the full build out restriction. Please advise. Thank you. �gbtn Robin C.Anderson Zoning Enforcement Officer 200 Main Street Hyannis,MA 026oi 5o8-862-4027 9/23/2016 I Message Page 1 of 2 L Anderson, Robin From: Jenkins, Elizabeth Sent: Friday, September 23, 2016 3:20 PM To: Anderson, Robin Cc: Lauzon, Jeffrey; Roma, Paul Subject: RE: SP 2016-018 J Robin, et. al— It is my recollection that the hearing focused mostly on the accessory structure in question, as the house complied with the ordinance as-of-right. As you noted,the plans on file with the ZBA show a kitchen and bathroom. If a modification to the approved plans are necessary for building code compliance, I can run them by the Board Chair to ensure he feels they are within the scope of the decision and do not require modification. Elizabeth Elizabeth S. Jenkins, AICP ,r REGULATORY/DESIGN REVIEW PLANNER a Town of Barnstable o 200 Main Street • Hyannis, MA 02601 elizabeth.jenkins@town.barnstable.ma.us 508-862-4736 Town Website • Business Barnstable • HyArts• Barnstable iForum From: Anderson, Robin Sent: Friday, September 23, 2016 2:57 PM To: Jenkins, Elizabeth Cc: Lauzon, Jeffrey; Roma, Paul Subject: SP 2016-018 Hi Elizabeth, I am looking for clarification concerning SP 2016-018 (Alliegro) and a discrepancy between the floor plans and the reported proposal described in the decision. The background of 2016-018 refers to a demo-rebuild request. It describes the proposal as a 5 bedroom house with a detached garage containing"I bedroom and a pool. This is to be the full build out according to the decision. The plans referenced show the proposed primary dwelling and a detached garage with a one bedroom apartment consisting of a bathroom, kitchenette combo/dining area as well as a living room labeled on the second floor plan. 9/26/2016 I Message Page 2 of 2 I am reluctant to sign off on the building permit without checking for clarification first. Did the board note the bathroom and kitchen above the garage? I only ask because of the full build out requirement identified in the decision. If they are ok with that apartment, two ways out of that unit must be provided according to Jeff and that may mean additional work - contrary to the full build out restriction. Please advise. Thank you. 0i 9&n Robin C.Anderson Zoning Enforcement Officer 200 Main Street Hyannis, MA 026oi 5o8-862-4027 9/26/2016 E r . EEEEF SCHULZ LAW OFFICES, LLC WILLIAM CHARLES PLACE 7 PARKER ROAD ►`: OSTERVILLE, MASSACHUSETTS 02655-2034 4 TELEPHONE(508)428-0950 k. FACSIMILE(506)420-1536 ' ALBERT J.SCHULZ MICHAEL F.SCHULZ aschulz@schulzlawoffices.com mschulzeschulzlawoffices.com t l: r.. September 27,2016 E, Robin C. Anderson Zoning Enforcement Officer Town of Barnstable 200 Main Street , Hyannis,MA 02601 VL4 EMAIL (robin.anderson@town.barnstable.ma.us) RE: 202 Sea View Avenue, Osterville,Massachusetts 02655 : Dear Ms. Anderson: I am writing on behalf of my clients, George and Debra Alliegro,with respect to 202 Sea ' l: • 1. View Avenue,Osterville, Massachusetts 02655 (the"property"). My clients have absolutely no t_ intention of renting the accessory structure located at the property. Any use of the referenced structure will only be accessory to the main dwelling. Kindly keep this representation for the building department files. r4 l�. As always,please do not hesitate to contact me with any questions. Thank you. Very truly yours, f. g /chael F. Schulz MFS:law /M/ ' a k: f. r �• O R'BsC . Gkoup' 657 Main Street Unit 6 L-A J., ii Route 28 �- West Yarmouth, MA - — 02673 Planning Board. Tel: 508-778-89i9 Town of Barnstable Fax:508-778-8966 367 Main Street Hyannis, 02601 RE: Harry Alverson,Washington Avenue To the Members of the Board On June 9, 2000 the BSC Group, Inc. submitted.an A/N/R plan to the Barnstable Planning board,which was signed by the Board on June 19 , 2000. Subsequently the signed plan was submitted to the Massachusetts Land Court. In October of this year the Land Court requested we relocate a rear.lot line approximately 2 inches into the locus property so that the property line would run directly between two record bounds. The change to the plan is minor and the intent of the plan is exactly the-same. We are requesting that the.Planning Board sign this later plan dated June 9, 2000 and revised August 16, 2000. Your _y, -,Kieran J. ealy, S.I.T. Engineers Environmental Scientists . GIS Consultants Landscape Architects Planners Surveyors ii Town of Barnstable L�-Rtddk-1 200 Main Street, Hyannis MA 02601 508-862-4038 fDlA°y� Application for Building Permit Application No: TB-16-2539 Date Recieved: 9/1/2016 Job Location: 202 SEA VIEW AVENUE,OSTERVILLE Permit For: Building-Detached Garage-Residential Contractor's Name: KENDALL &WELCH CONSTRUCTION State Lic. No: 128405 Address: P.O. BOX 490, OSTERVILLE, MA 02655 Applicant Phone: (508)428-4900 (Home)Owner's Name: ALLIEGRO,GEORGE& DEBRA Phone: (Home)Owner's Address: PO BOX 543, OSTERVILLE,MA 02655 Work Description: build a detached garage with finished upstairs-bedroom and bath Total Value Of Work To Be Performed: $300,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief.. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: KENDALL& WELCH 9/1/2016 (508)428-4900 CONSTRUCTION Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $300,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $1,630.00 9/1/2016 $1,630.00 15492 Check ......................................... ..........................................................._............................................................_.................................................................................................................................. . Total Permit Fee Paid: $1,630.00 .. tTHIS`'IS'NO:T A�PERMIT , �y�_ �� ,*, -� Y _ � , . t � ' �F1HE The Town of Barnstable o� Department of Public Works r + 382 Falmouth Road,Hyannis,MA 02601 'tITHARNBTABL ABI,E E,MAes, www.town.barnstable.ma.usM5 ✓ I Daniel.W. Santos,.P.E. - Office: 508.790.6400 ! Director Fax: 508.790.6343 August 22,2017 George&Deborah.A Wegro P.O. Box 543 Osterville,MA 02655 SUBJECT:Numbering of Buildings Map No. 138 Parcel No. 014 Dear Property Owner, Notice is hereby given in accordance with the Code of the Town of Barnstable, Chapter 51,Numbering of Buildings, adopted August 18, 1994. Public convenience and necessity require the assignment of number1-93'W Ws irigton_Avenue;to the garage on your property i located on Sea View Avenue,Oste ville. This number should be affixed to your building so that it is visible from,the street as outlined in Exhibit "B", Town of Barnstable Rules and Regulations for Numbering of Buildings. COMM Fire Department has agreed with this change of address to comply with the Town of Barnstable Rules and Regulations. The address for the main house on this property remains 202 Sea View Avenue, Osterville, Sincerely, Paul Graves,P.E. Town Engineer Encl: ® Town of Barnstable Rules and Regulations ❑ Common Address Questions ® Site map ® Assessors Change Form May 3, 1994.- i axg�x�r � . i " RCTIiL� �1ND It�aULJ�'i'xoN'14 , �v��Rxrrc� or au�x,�xxc�s.. Uri aaxaRnL Owoxm mCge AATxCxa v b" 1 i 3. (Ref-c act .ont x Arti--WA a v) The Assignment of U, 1pi numbers will be under t-be digestion oft- -.Town Fnrrineor4 fit . of Vuinbc+ Ils•tabl Jo tt (Red; .5e'otian x z tl.C1e V.). The town 141.1 ut llio a oystem of numbers l:asu6a. by zoadway .stationing, .Whereas f Ai :Uur ber may be -'Aasigndd dvexy. 1:0' alozi the oentotl.itLe Of the XOadity— The begitp4ug- of sta-E ;Oning. will. 0 art at (A) t?�e mdi n road ati w2�i.a}i. the new -road.!o>:ig'i r2ates, 31) the entranco. 04' the. _road a'losest' to the rie4�reet. Disttr of •Virb Department; car (;.) the •ou:0-de-riAa gl:Osest .to the main roiW (In •tha event of it doobl:e ended road.) 1119 W btumbera will be iseilisd to lots prinL,ari.7y on the7 noxtb. nr east aisle o:f the Toadwax. Al nambers. URI a i:.anrled iio lots primarily on the soath = west side ot` the x•Qadway, _Coyne, otp.t nui-Laing numbers are. assi geed to all roads. that the property abuts.; a4wav0r, access i.e Qritical to propertx location there£dxer %iel.d i.nspeatioxi may be requf.ra'd to Verify prepmr number. unn�a Ways. Vhhambd roads, east�me-ats r xi:gbts of ways wi.l:l. be addrossod from th-e man road. in �rh��sh' tha way takes aoOeas. Mays. oaf of" Wtl:l not be 'kecognizOd I-Or iUdIVIdual addresaing. Note: rafid. bw4ga. Will -Tiot he rracogia-2.6a:-for. �iavignfng• building numbora.. ,eaal. crasae,s liumbara -Wil , ba-assign®.d to al.l. roads:. abutting a lot or :parcel:. The towfi 'will not.- be xeeponsibl,e to prove legal agcesa fbx riWdber asai.gnm6atg- for abutting roads. npwevetf nulpher-s will. not. be assigned far lots that• dO -not abut the road i,n question unl.eae an altexnatie legal, aoasao van be proven by the property owriek. Arivimmys In. common will. only. �'e roo6go°ixecl for numbering with proof Of 109al aodess -OVGV ath"ax lots.. Lots that abut !wads oats do of town .bbundazy l hee• mu''st oboe. building 4WPb0r9 ixaui 'that paxtiogla tQ11A to. avgs,d, c i tferenonff in nuaiibor3 nq o;' those roads. Y . MyuU!)21g 13A.1d ngs and. a Unitas Only one -doalyned -,dtxabt Atobok w;L11 be issued per lot -or parcel:. Mii.l.t?iple bIA-1-di:ngs' ar. Unites will be uniti:2ed. The- 13ngririeee Ag 6.1viision Will Adt be responsible for rgaosdihq •uxiit. nutbiWa.. Should previ&sly • aaai,gnad aumbex$ . to elating buiiAn-gs prow oonf,4ving for amergeocy xesponge depart teiits; 'the unit nkunbexs may -be ob=ged to e:l:imt:iiat+a :6onfup3.on.,; :othezceioe th34- soati:on applies bhly• to new structures. RuAetgt.' The .object:ive•of this sedtion ;Ls to ineure the. posting 6f numbers adegnate ih aixe .and co1:or po 'aa to be visible •Xr0*: the road on whidh the nU 'b' vas. lomuod.- Thn. size .of the nw6bere shall be n*it leas than three i hakes nor mdts. than tWdlve bAches In hel'ht:. dolor's They dolor of the• nwnbers shall be 6f, hi. qh aont;east: wi3trh the a background. material# SI, ak on w-bi.ts 16 op-ti-M n, brads numbers on neutral colored baakoourlcl or .a3;di.ng is not acceptable. s Tlie shape of the xxW exs sha`11 be Arobxc, Rnnian Numerals:, -script cir mitten .shall not be used: xaeatio . Numbers sha-ll, big v ei b],e from �boith diractioxis frot •tho main. road that rho numfsera wars issued. Numbers• shall 'be post- d 4 on the band- ng at. eye l.•evel..r praferably at: thd.' m.3.ri ontxanad. 13u ldinge whio' :are not vi;aibJ:e frct the: :*xd..4..d.r. or. :n. ot: .1boated within IAO Edet: of the road O'bal:l.. have. thti humbexg gffixed on the bui.ldin.g sa that; they axe viai.bl.e fxcim the. dtiVew y :and at- 'the. . toad ant r ance .of the :dri'VoWalr: A AIr i l uii , poste_ i�nQddri sigh ex other • •approved device -at the :road oritrahae of the:"d3ziv way visible from the.Iftain. road•may,.be cono�dered iluitable;- AFhActmght of Enforc me t: Ndti.e of iiidoxrecit or ripnpost3ng of numberh may be forwarded 'bra �t1w. pc t.Ijaa Departmori•t; for i.s.suahas .of noncriminal oitation ds o.utli-nad inSaat i.on 6, Article V. If, . e ft.,er 3o. playa of noti.fioation of violation,, the property owner 4-aa -faired to affix vi:oible d'txae•t numbers, as ass gr;ed: by -the . 'down Lrlgi.ize,er, a• riobp�'itiiina�: cCto.t:ian s�tal.� be i.seued. ' V_ �bEiTDl]4AGAPL'.LR.L Ms-TOwn.OfBhmstahle Wes:and Igualns:for NumtepgafBuAdiJ3g;.Omu a. OrdwMCBS Mti ONe t CU211C1f'�OfSi StlildiYtgllublbt r8 aT6'85f1 g>18dtU:a1 T0A(�g"Q18t tbO:ptOSQ'CtyibutS:. . 1 E•�o'wevat;access is•oritical fo•pxope�tylacatlan,`Th�refoxe,Meld inspactio>l inay lie I regdred to+torJ.fypropernumber. DIseusdow Conor lots pose problems for issuanoe beouuso of different options for i denEifj!lug.a buiYding looatton by appeairice;$luca p7ecozuesaf of the buildia�;landscape cgia.t;'a,daveway 40086.11 pd'fwoes;foliage or other obstrmflca oaus.es 4 Wdive of tWo type to be*Vyed OffereAtly,thO#'oltdwing va bai4ea for proper.-detemsination of eoit'eat essigwged of:bullft$numberv, 1)Primary:a#fempt::for.ugaigtuneutivill bo for-WhO9a deteintinedab thO,front&OI. entrimco-of tile.biuOdijag, 2)Buildinggs that csonnot bo accesseO AO)n the toad fi 0be font faces:(boonuse of propexty elevations,fm ac%loliage or othox obsfruu=dons)will be assigned anumber from ; the xoaa-for itsp unary diivoway-accoss 3).Buildings that sxe.plsoed osier-comored oulho lot may ufiMm the driveway entrance as the determining Actor formliioh xoad:wM do used for assip meat of build ngAumbers. (NOT&refer to Yams l&2 fox-boxdorliue detomminadoW.)04Y caw-cornered plaoed buildings mdfh altculae dzlvayvays•will have the option 6fumacbece(xoad assignment; a)Cou&tion s tbak•may oban9M6"appear.Aw oElockdoe'xnaq xaquixe r;B ass =ent of nuthbeittoad combinations. , ConcjuAwar Ad&essW 4.o£vital:importanoofor•.piropertold id6ndcatiou of a building,.espeolal�y in.tba oase of a�uergettol► 6`taaiia�dized fxelan4.ques are rEquired.to iuzdarstacxd some of the comlila plaoemonts and alternate adoeyses.piawadsiifobuildings. YJtiji ng.tbeseinetEiodgahoutdreducethe:oonfuslan_ofboatingilie5eliui1019ein:the: O:/baui.l3 917,.z1at;: c i RoadEngineering Page 1 of 1 AWL iz LN MASAS• Cogged In As: Road system Tuesday,August 22 2017 Application Center Road System Reports Road System Search options Search By Multiple Addresses by Map:Parcel Map Block Lot <Prev Next> Page 1 of 1 Add Record Parcel Location Village Index 138014 193 WASHINGTON AVENUE--Garage OSTERVILLE 1787 138014 202.SEA VIEW AVENUE-' Main House OSTERVILLE 1450 i http://issgl2/int anet/propdata/roadengineering.aspx 8/22/2017 r MAddressEdit Page 1 of 1 Am :.q : : v`4 - {a:;'�:)•. �l�r. OY w+nk+,gym' ..'p�•' rt': 7. Logged In As: Multiple Address Tuesday,August 22 2017 Application Center Road System Reports Road System The record has been added. Multiple Address Detail Map Parcel: 138, i 014 House Number: 202 House Letter: Road Name: SEA VIEW AVENUE Road Index: 11450 1 .r.I Village: 05-Ostervilie Tenant: Main House Last updated: 8/22/2017 12:48:45 PM y(�{ y��` a r{R�}6{'• _ F�:A 4x a,A,.�>.'f{"`y�nxy Za I http://issgl2/intranet/propdata/MAddressF,dit.aspx?ID=Add 8/22/2017 MAddressEdit Page 1 of 1 ' �>.� o i '`�,y_ —•�+n :ice:,:.:��R: .'..', °9 MASS # 7 BAIL'FSTAi1TS. +i _ •R,,�:,.:•.r,'_ ' :aSt�':cl;. � .��<�..- <:� .A..._ter K�,. ,..•'s�S;'.: �....' :�,:. Logged In As: Multiple Address Tuesday,August 22 2017 Application Center Road System Reports Road System The record has been added. Multiple Address Detail Map Parcel: 138 1014 J House Number: 1193 1 House Letter: Road Name: WASHINGTON AVENUE i Road Index: 1787 - Village: 05 Ostenrille Tenant: Gerage , Last updated: 8/2Z/2017 12:49:27 PM i i ' I http://issgl2/intranet/propdata/MAddressEdit.aspx?ID=Add 8/22/2017 s i • ParcelEdit Page 1 of 1 Kati"ti}�`yo�;:.•°•. --r°'�z'':�c_�•;;::,:•.. . ',:� 11J(HA5YAl1U. •, �' ffifi r, - v - -.tst4;:�' t rFD �,1 h��'�•' -xr _ i94== '.1'sfi!!/JGi✓ C/' ?:'r ....,.._,r'. 4?Lxr�'Defy?°!+y';"ol._1'.�:''�, •.:.' - �'p +rafrgi:S - -l� _ p�.Jaurae-�.=r'�•':?°-'�"ri'...':_:.-...': i.. r �.. ..•' :.. "Vir•.� > ._�.�7==sT_�_ Logged In As: Parcel Tuesday,August 22 2017 Application Center Road System Reports Road System Parcel Detail ` Parce ID: y;1 I@{�. <f_<F t 4� Sewer Acct: T R P:. Devel Lot: L:bT,,i$;e • � or; : r!�;":.:>r.: x_-.s• .,�'+ i:�s-:,;,:� r;L- -• Owner: P, tr( 1 :� :rR': '. ,_-;:• ..13:,,s.. :� :,Y',�.i�g't;c:a_�n�•.isyJi'.c`'•s';`ii3?Sfj'ii 'lriii`.` ':'3v`''•':- .pie;.�a'.�3:::?yi;'i•:�;:<2 aaz:�tt5i. 4::�.'i}': . . Co Owner: .r:: r �, �',�:�••3 Y,: :3 �! `t: .,,_.: - .:.: �,Fi..�:�+�a'ra:�C;Z::.''r y�:..• :i�=:._s {>'=!r�=-52'-_;.a::sxcvso;i:N��.'-'��>;iit:a>:trca�:::• �t n� yJ.'r:<<-_i.•`aii^r>-'.J�• :,,` .4ari'c.''ri`:'tn'z'i:::.� S.r.:M.;it!..� Street: ��--��sv,�vv,.fi�•�`'3°_.4 �!_�•.';� -i�° 't_.�k L-r�.�•"��;_...:��.<:k's',...-- t'��. ',.�i-,-•au=- 1= .—_. '_�.�m...at,Q,.�.,:...sL .�:u�tc:C•::�c1ra::'.'(.%.i�� ':_W!:4•;cr'ft.�-., City: �0'Y� i-� s_h,,: , �'i' i state: zl :r5'.; �11 Location: 202 SEA VIEW AVENUE srY. Village: OSt@Mlle i?% Road Index: 1450 �. Prl Frontage: 112 To set road,you can also enter road Index and tali out of field.. Secondary Road: WASHINGTON AVENUE ' Sec Index: JIL8T_............•I Sec Frontage: .:s`??'. :...;.- ;v i,�};:<_�2Cc r.:eater."+'-.:i.�'f',.::'!s.:Q:i>:::..,.v� Updated: Visions Location: rl"i�.. ..••�.•;,-,. E,.' �.t�:`=��:�_.;t.;t � :.�:;;.'- Last ._.� ..�.._.r.::�Y:-.,-,,.�Y,t!}..:IJ.:.::..�1riL_.....L... No. Bidgs: �s;s �`__r�r_.r.��',� Account No: �%�8�:�;y��`�:,t:�� Lot Size(acres): pr��j;?-:..;h;•'_ State Class: c' Year Added: 2n �••• Fire Dist: ` Deed Date: I130f2S (iw Deed Ref: !?}W1 Land Value: `3 'Afi0f7%`€Y� g 2i? ' D :�z.,y'ru vi Bld sValue: :! Extra Features: $:d.(t ,.� --------------- Condo Complex: a :zs:' `°;Y ,,;k Building: i-: Unit: 4 http://issgl2/Intranet/propdata/pledit.aspx?ID=PL8802 8/22/2017 t gt /ash .. on ` _ • Wde Public Rood) ' POOL EWPI AREq �1 i 1----- -- ob t k VAY u Existing.Min+mur Proposed Minimu t , OJJ t t septtc Existing Minims - CSPOSEl7 i t trtspF Proposed Whims POOL 1 i Potio a GE AREA .. �a`.°fC- -,l?_Yr•'iG ye•r'.,`°n>;.. �'•j ..Md{^y:•' i - { 1 ��3 �• . � Lot t s i Lot Cover(i71NG ! w lndudes G 1 f j t 1 t ! OVEI �Foot 1 7 u Gross Floor t , Pool i l j �� Indudes HC 1 1 b Trr�rrr L Z t 1 $firemen t, F Y77� d� (,;Cr C ,i, ; ' 1. .❑ u SEPUCNOTES -`• , .o , ` d �- of a' I `.—J I.Igwiiaa of ITtilzties Shawn a 7 t'dortoAirycavatioaFar7 i �� L 1� j � rheRoq(i{tedNotificatioasto. to t SutliveaEagfacaiag ct Caasa Gravel..• 2.TboConnactoris.Rbgemadro � Y " " " �Trr� � I 3: SewerT.raes)fSust( � V PR0 '� j rW SeC.oastruaed otClass 1SOI J Asian Watertlghts. Iti Go �i• `'FcLLctLtp LAY f 0wef(1 . coanfilasmwithCommV; #202 S e View i 1. �� l th248CMR.1.o0-�00�& 4AArwfM mofrofcoveris 44.0 �. S At1 Slructrurs Buried T3neF !! 25 0304 1 >' (n tovehicirlaTrafficto bcS1 o t RoccmmeadaBoatbatI�20A Ias,sll Wd0ti8btMWM and t C. ` es i OverSepticTsQkdnk6 U,as Y \ 2 t All covers am to be maxim= b L t f 7 Septic System to be lastailod. 24sa4z z oo-?.00Latesu � � :\ ♦� '\ "••••••••..J t i Board ofHeattk$egtttations -r J..._.: s BILPigiogto 6oScB.40PVC 23 s ac—' �,--^ AD-.Box SWHavea Min 1 of R 1 `kL 'Ve OnO Same o G r Dor_:1s28Z,282 11-30-2015 2:36 Ctf=:208099 BARNSTABLE LAND COURT REGISTRY OUITCLALM DEED i i 1 NEELY KOUVTZE,TRUSTEE UNDER AGREEMENT DATED DECEMBER 20, 2010 fled with.the Barnstable Registry District of the Land Court as Document No.1,158,342, i of P.O.Box 513,Boca Grande,FL 33921 for consideration or TWO MII.LTON TWENTY-FTVE THOUSAND AND 00/100 (S2,025,000.00)DOLLARS paid,grant to GEORGE ALLIEGRO and DEBRA ALLMGRO,husband and wife,as tenants by the entirety,of P.0_Box 543,Osternille,MA 02655 with QUITCLALM COVENANTS,the land together with the buildings thereon situated in NBarnstable(OstervMe),Barnstable County,Massachusetts and described as follows: 0 LOT 4 Land Court Plan 13687-C d Certain portions of the original Lot 1 shown on plan 13687-A are subject to restrictions, 0 provisions and rights as set forth or referred to in Certificate of Title No.8354,insofar as the same are in force and applicable. d ¢' LOT B-1 Land Court Plan 15109-C Said LOT B-1 is subject to restrictions as set forth in three deeds:two dated September 23, Cn 1874 given by Harvey Scudder et al,Trustees,one to Joseph C.Stevens duly recorded in Book — CC„ 131,Page 520 and the other to Theodore fL Tyndale duly recorded in Book 131,Page 533 and z one given by Joseph E. Stevens et al to Samuel J.Elder dated December 20, 1911 duly recorded in Book 314,Page 184 and to any rights of persons entitled to an easement over a ten N (10)foot strip adjoining said Sea View Avenue as part of a private way in excess of the public layout of said Avenue_ There is appurtenant to LOT B-1 rights of way over the abutting ways shown on plans 15109- A and B in common with others entitled thereto. So much of said lot as is included,either expressly or by implication of law,within the limits of any portions of said ways is subject to the rights of all persons lawfully entitled thereto in and over the same. For title,see Certificate of Title No.193435. r EV E RS=U RCE wood, Way Westwood,Massachusetts 02090 ENERGY August 25, 2016 George Alliegro Debra Alliegro 118 Huntington Avenue, Apt. #1004 Boston, MA 02116 w i RE: 202 Seaview Avenue, Wianno, MA 02655 Dear George & Debra Alliegro: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of August'24, 2016, the electric service to 202 Seaview Avenue, Wianno, MA 02655, has been removed. i Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact New li Construction Department at (888) 633-3797. I; r Sincerely, 4 Kim K. I New Customer Connects k k 8 r nationalgrod 40 Sylvan Road Waltham, MA 02451 August 24, 2016 Attn: George Alliegro Re: 202 Seaview Ave, Osterville MA This letter is to notify you that the gas service located at 202 Seaview Ave, Osterville, MA was cut and capped for demolition on 08/22/2016. Please remember to call Dig Safe before beginning demolition. If you have any questions, please feel free to contact me at 781-907-3016 Thank you, Lauren MacLean Gas Customer Connections National Grid 40 Sylvan Road Waltham, MA 02451 Tel #:781-907-3016 Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-1138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 ,SSE O's www.commwater.com OFFICE OF u WATER i BOARD OF WATER COMMISSIONERS WATER SUPERINTENDENT A EP�y. TEL.No.508-428-6691 FAX.No.508-428-3508 August 31,2016 Barnstable,Town of Building Department 200 Main Street Hyannis, MA 02601 Re: Account#865 George Alliegro 202 Sea View Avenue Osterville, MA To Whom It May Concern: On Thursday, August 25, 2016 the water service was disconnected at the water main for the property mentioned above. It is our understanding that the owner plans to demolish the existing house, rebuild and install a new water service at a later date. If you have any questions,please call our office at 508-428-6691. Very truly yours, Glen Snell Assistant Superintendent GS/jw G/26/2016/FRI 07: 02 AM COMM Water Dept FAX No, 5084283508 P. 001/001 CenterviUe-Osterrville-Marstons Mills Water Department P.O.BOX 369-1138 MAIN STREET OSTERVTI.LE,MASSACHUSEM 02655 GS www.commwater.com r OFFICE OF —ATE BOARD OF WATER COMMISSIONERS WATER S'UKRINrENDENT DEFT. TEL.No.508-428-6691 s�N9 FAX.No.508-428-3508 August 25, 2016 sn Town of Barnstable Building Division Via Fax-508-790-6230 - a CP w RE: 202 Sea View Avenue, Osterville To Whom It May Concem: This letter is to.inform you that currently COMM Water Dept. had a water service at the above mentioned address that has been disconnected for the purpose of demolition as of August 25, 2016. If you have any questions regarding this do not hesitate to contact our office Monday through Friday, 8:OOAM until 4:30PM. Thank you. Sincerely, $$ Glenn Snell, Asst. Superintendent Centerville-Osterville-Marstons Mills Water Department I G ES/bf SCHULZ LAW OFFICES, LLC WILLI-AM CHARLES PLACE 7 PARKER ROAD OSTERVILLE, MASSACHUSETTS 02655-2034 TELEPHONE(508)428-0950 Y. FACSIMILE(508)420-1536 ALBERT J.SCHULZ MICHAEL F.SCHULZ aschulz@schulzlawoffices.com mschulz@schul7lawoffices.com September 27, 2016 Robin C. Anderson Zoning Enforcement Officer Town of Barnstable 200 Main Street Hyannis, MA 02601 ik` VIA EMAIL robin.anderson@town.barnstable.ma.us r: RE: 202 Sea View Avenue,Osterville,Massachusetts 02655 Dear Ms. Anderson: I am writing on behalf of my clients, George and Debra Alliegro, with respect to 202 Sea View Avenue, Osterville, Massachusetts 02655 (the"property"). My clients have absolutely no intention of renting the accessory structure located at the property. Any use of the referenced structure will only be accessory to the main dwelling. Kindly keep this representation for the building department files. As always,please do not hesitate to contact me with any questions. Thank you. Very truly yours, chael F. Schulz MFS:law ech" r. f C yl Building Summary Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville, MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave 202 Kendall Welch Seaview Ave 202 Pre-REM.bIg General Building Information Area of Conditioned. Space(sq ft) 4846 Volume of Conditioned. Space 52717 Year Built 2016 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 3+ Number of Bedrooms 5 Foundation Type Unconditioned basement Enclosed Crawl Space Type N/A Thermal Boundary Location Floor Foundation Wall Information Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo' (wall only) Grade(ft) Grade(ft) foundation R0,10" Uncond 265.0 7.9 6.9 1.0 0.202 1.205 bsmt->amb/grnd Uo Value Combo combines wall, airfilm, and soil path Foundation Wall Library List Foundation Wall: R0,10" Type Solid concrete or stone Thickness(in) 10.0 Studs None Interior Insulation Continuous R-Value 0.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade. 1 r. Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from top of wall Exterior Insulation R-Value 0.0 a Ins top 0.0 ft from top of wall Ins bottom 0.0 ft from top of wall REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 15 r Building Summary Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville, MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave 202 Kendall Welch Seaview Ave 202 Pre-REM.blg Foundation Wall Library List Note Frame Floor Information Name Library Entry Location Area(sq ft) Uo Value >basement R30,FG2,10-160*** Btwn cond Ft uncond 2442 0.041 bsmt >ambient R30,FG2,10-160*** Btwn cond Ft ambient 23 0.041 base str stringer R19,FG3,X-16 Btwn cond 8 uncond 47 0.064 bsmt Frame Floor Library List Floor: R30,FG2,10-160*** Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 10.0 Cavity Insulation Grade 2 Joist Size(w x h, in) 1.5 x 10.0 Joist Spacing(in oc) 16.0 Framing Factor- (default) 0.1300 Floor Covering HARDWOOD Note Floor: R19,FG3,X-16 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 19.0 Cavity Insulation Thickness(in.) 6.0 Cavity Insulation Grade 3 Joist Size(w x h, in) 1.5 x 9.3 Joist Spacing(in oc) 16.0 Framing Factor- (default) 0.1300 Floor Covering HARDWOOD Note Updated Grade 3 AP 11/14/05 REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 3 of 15 Building Summary Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville, MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave 202 Kendall Welch Seaview Ave 202 Pre-REM.bIg Rim and Band Joist Information Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade 1st>2nd fl Cond 197.00 0.0 20.0 5.5 16.0 2 0.055 ambient Above-Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value AWGs R21,FG,6-16,G2""" Cond -> ambient Medium 2922.10 0.062 gable walls R21,FG,6-16,G2""" Cond -> ambient Medium 1474.80 0.062 >attic R15,FG,4-16,+5 Cond > attic Medium 189.10 0.052 base stairs R15,FG,4-16 G2"` Cond > uncond bsmt Medium 143.00 0.082 Above-Grade Wall Library List Above-Grade Wall: R21,FG,6-16,G2*** Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 21.0 Frame Cavity Insulation Thickness(in) 5.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing(in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note Entry for confirmed REM reports Above-Grade Wall: R15,FG,4-16,+5 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 . Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 1 Stud Size(w x d, in) 1.5 x 3.5 Stud Spacing(in o.c.) 16.0 REM/Rate-Residential Energy Analysis and Rating Software 04.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 4 of 15 I Building Summary Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville, MA Chris Mazzola Rater ID:8873503 Weather:Barnstable, MA Builder Seaview Ave 202 Kendall Welch Seaview Ave•202 Pre-REM.bIg Above-Grade Wall Library List Framing Factor- (defined) 0.1900 Gypsum Thickness (in) 0.5 Note Entry for confirmed REM reports Above-Grade Wall: R15,FG,4-16 G2*** Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 2 Stud Size(w x d, in) 1.5 x 3.5 Stud Spacing(in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness(in) 0.5 Note Entry for confirmed REM reports Window Information Overhang Interior Adjacent Name Walt Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading Front AGWalt 1 -South 0.300 0.300 212.40 0.0 0.0 0.0 0.85 0.70 None None Front shaded AGWatt 1 South 0.300 0.300 21.30 8.0 0.0 4.4 0.85 0.70 None None dh Front gable AGWaII 2 South 0.300 0.300 54.10 0.0 0.0 0.0 0.85 0.70 None None dh Right AGWall1 East 0.300 0.300 89.20 0.0 0.0 0.0 0.85 0.70 None None Right gable AGWatt 2 East 0.300 0.300 27.00 0.0 0.0 0.0 0.85 0.70 None None dh ' Right gable• .AGWaII 2 East 0.300 0.300 9.80 0.0 0.0 0.0 0.85 0.70 None None awning ' Rear AGWall1 North 0.300 0.300 164.30 0.0 0.0 0.0 0.85 0.70 None None Rear gable AGWaII 2 North 0.300 0.300 54.00 0.0 0.0 0.0 0.85 0.70 None None 'dh Left AGWall1 West 0.300 0.300 81.40 0.0 0.0 0.0 0.85 0.70 None None Left slider AGWaII 1 West 0.300 0.300 80.00 0.0 0.0 0.0 0.85 0.70 None None REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 5 of 15 Building Summary Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville, MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave 202 Kendall Welch Seaview Ave 202 Pre-REM.bIg Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area Front ThermTruOpaqueF w/o AGWaII 1 20.0 0.131 6.7 No Rear ThermTruOpaqueF w/o AGWall 1 37.8 0.131 6.7 No bulkhead ThermTruOpaqueF w/o FndWall 1 20.0 0.131 6.7 No Roof Information Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation Attic flat R38,CE10,10-1 134.00 167.50 Medium No Attic 0.030 No No Vaulted R34,LDF1,10-1 3379.00 3379.00 Medium No Vaulted 0.032 No No ceiling Roof Library List Ceiling: R38,CE10,10-16, Information From Quick Fill Screen Continous Insulation (R-Value) 2.0 Cavity Insulation (R-Value) 36.0 Cavity Insulation Thickness(in) 10.0 Cavity Insulation Grade 1 Gypsum Thickness(in) 0.500 Bottom Chord/Rafter Size(w x h, in) 1.5 x 10.0 Bottom Chord/Rafter Spacing (in o.c.) 16.0 Framing Factor- (defined) 0.1312 Ceiling Type Attic Note Ceiling: R34,LDF1,10-16,C Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 33.9 Cavity Insulation Thickness(in) 9.3 Cavity Insulation Grade r 1 Gypsum Thickness(in) 0.500 REWRate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 6 of 15 F Building Summary Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville, MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave.202 Kendall Welch Seaview Ave 202 Pre-REM.big Roof Library List Bottom Chord/Rafter Size(w x h, in) 1.5 x 9.3 Bottom Chord/Rafter Spacing(in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note quick-fill by MP 12/15/05 REWRate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 7 of 15 Building Summary Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville, MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave 202 Kendall Welch Seaview Ave 202 Pre-REM.b[g Mechanical Equipment Number of Mechanical Systems 5 Heating SetPoint(F) 68.00 Heating Setback Thermostat Not Present Cooling SetPoint(F) 78.00 Cooling Setup Thermostat Not Present Heat: Gas Furn, , 95% SystemType Fuel-fired air distribution Fuel Type Natural gas Rated Output Capacity(kBtuh) 100.0 Seasonal Equipment Efficiency 95.0 AFUE Auxiliary Electric 915 Eae Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 50 Cool: ACC, 24K, 13 SEER*** System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 40.0 Seasonal Equipment Efficiency 13.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 69 DHW: Gas Instant, 82 % Water Heater Type Instant water heater Fuel Type Natural gas REM/Rate-Residential Energy Analysis and Rating Software 04.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 8 of 15 i Building Summary Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville, MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave 202 Kendall Welch Seaview Ave 202 Pre-REM.bIg Mechanical Equipment Energy Factor 0.82 Recovery Efficiency 0.00 Water Tank Size (gallons) 0 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 100 Heat: Gas Furn, , 95% SystemType Fuel-fired air distribution Fuel Type Natural gas Rated Output Capacity(kBtuh) 100.0 Seasonal Equipment Efficiency 95.0 AFUE Auxiliary Electric 915 Eae Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 50 Cool: ACC, 18K, 13 SEER System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 18.0 Seasonal Equipment Efficiency 13.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 31 REWRate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 9 of 15 Building Summary Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville,MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave 202 Kendall Welch Seaview Ave 202 Pre-REM.big Duct Systems Name 1 st duct Conditioned Floor Area(sq ft) 2489.0 #of Returns 2 Heating System Gas Furn,_, 95% Cooling System ACC, 24K, 13 SEER**" Supply Duct Surface Area(sq ft) 252.0 Return Duct Surface Area(sq ft) 93.3 Duct Leakage Qualitative Assessment Not Applicable . Duct Leakage to Outside Supply+Return 96.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage 96.00 CFM @ 25 Pascals Duct Tightness Test Postconstruction Test ' Type Location Percent Location R-Value Supply Unconditioned basement 50.0 6.0 Conditioned space 50.0 6.0 Return Unconditioned basement 50.0 6.0 Conditioned space 50.0 6.0 Name 2nd duct Conditioned Floor Area(sq ft) 2357.0 #of Returns 2 Heating System Gas Furn,_, 95% Cooling System ACC, 18K, 13 SEER Supply Duct Surface Area(sq ft)- 238.5 Return Duct Surface Area(sq ft) 88.4 Duct Leakage Qualitative Assessment Not Applicable Duct Leakage to Outside Supply+Return 92.00 CFM @ 25 Pascals ~ REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 10 of 15 I I Building Summary Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville,MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave 202 Kendall Welch Seaview Ave 202 Pre-REM.b[g Duct Systems Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage 92.00 CFM @ 25 Pascals Duct Tightness Test Postconstruction Test Type Location Percent Location R-Value Supply Conditioned space 100.0 6.0 Return Conditioned space 100.0 6.0 REWRate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 11 of 15 BuildingSummary Y Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville, MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave 202 Kendall Welch Seaview Ave 202 Pre-REM.bIg Infiltration and Mechanical Ventilation Whole House Infiltration Measurement Type Blower door test Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 2009 IECC Verification Tested Mechanical Ventilation for IAQ Type Exhaust Only Rate(cfm) 93 Sensible Recovery Efficiency(%) 0.00 Total Recovery Efficiency(%) 0.00 Hours per Day 24.0 Fan Power(watts) 14.50 Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation REM/Rate-Residential Energy Analysis and Rating Software v14.5.1' This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 12 of 15 Building Summary Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville,MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave 202 Kendall Welch Seaview Ave 202 Pre-REM.big Lights and Appliances Rating/RESNET audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 691 Refrigerator Location Conditioned Range/Oven Fuel Type Electric Induction Range No Convection Oven No Dishwasher Energy Factor 0.46 Dishwasher kWh/yr 0 Place Setting Capacity 12 Clothes Dryer Fuel Type Electric Location , Conditioned Moisture Sensing No Energy Factor 3.01 Gas Energy Factor 2.67 Clothes Washer Location Conditioned LER(kWh/yr) 704 MEF 0.817 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior CFLs% 100.0 Interior Fluorescent% 0.0 Exterior Lights 100.0 100.0 Garage Lights% 100.0 REWRate-Residential Energy Analysis and Rating Software 04.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 13 of 15 Building Summary Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville, MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave 202 Kendall Welch Seaview Ave 202 Pre-REM.bIg Mandatory Requirements IECC Requirements Verified IECC 04 false Verified IECC 06 false Verified IECC 09 false Verified IECC 12 true Verified IECC NY false ENERGY STAR Version 2 Checklist Thermal Bypass Checklist true ENERGY STAR Products false ENERGY STAR Version 3 Checklist Thermal Enclosure Checklist false HVAC System Quality Installation Contractor Checklist false HVAC System Quality Installation Rater Checklist false Water Management System Builder Checklist false ENERGY STAR Version 3 Appliances Exist Amount Refrigerators true 1 Ceiling Fans false 0 Exhaust Fans false •0 Dishwashers true 1 ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: false Basement Floor Area 0.00 2009 IECC Prescriptive Requirements for ENERGY STAR v3.0 false Slab Insulation Exemption: false Indoor,airPlus Verification Checklist false . REM/Rate-Residential Energy Analysis and Rating Software 04.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. Page 14 of 15 Building Summary Property Organization HERS Kendall Welch -Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville, MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave 202 Kendall Welch Seaview Ave 202 Pre-REM.big DOE Zero Energy Ready Home Home Builder ID Number i Mandatory Requirements Verified Fenestration false Verified Insulation false i Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Verified Renewable Energy Ready Solar Hot Water false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program Yes Certified under the IBHS fortified for Safer Living Program Yes Followed the DOE Zero Energy Ready Home Quality Yes Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy Yes Ready Home access to utility bill data for one year. Active Solar System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 Notes E&W has been"Rater Reviewed-Doese Not Apply" REM/Rate-Residential Energy Analysis and Rating Software 04.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. 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L AMOUM um Cam on LAB Wr _ a o o•..• .ra's�i'aw�.� `�"�ubwow orwwi 9 �m OR � \S Ilrl•A IR.Irt rw•r�•rr� M M rwl r Yr•7�R M sm-c w x 11/ A� m r A Is S� L ri�M r�.•R�r��'vs sn.Ma ll�8w[ ryw IIIAr rw ��Yi► IIOIIwt11M w wl[ • `� •.IR �� rs�rl••.a.iw�A•w•ruc �f �YM',L e WKAIQ YI.wYTYuaso—wrrOi�e N 1 r..s..... �.� w a�rw tc a�i v< wm nt _ �p T �_ .auWL rK Yt wa raw v R •—i T—i w�•w�w.�a r..*. �c-1.111M c w `"E'°w�°� Town of Barnstable BAJWSTABL , : 200 Main Street Tel.(508)862-4038 p S. s5 lEOMA<a INSPECTION REPORT Date: 10/14/2016 11:06 AM Inspector : franeyp Permit Number : B-16-2539 Name: ALLIEGRO, GEORGE & DEBRA Address: 202 SEA VIEW AVENUE, OSTERVILLE Unit No. Inspection Type Inspection Item Status Comment Building Foundation IA- Inspection Results PASS Inspection Overall Comment: Overall Inspection Status: PASS Re-Inspection Date: Date: 2/2712017 12:23 PM Inspector: franeyp Permit Number: B-16-2539 Name: ALLIEGRO, GEORGE & DEBRA Address: 202 SEA VIEW AVENUE, OSTERVILLE Unit No. Inspection Type Inspection Item Status Comment Building Frame A- Inspection Results PASS Inspection Overall Comment: Overall Inspection Status: PASS Re-Inspection Date: Date: 3/3/2017 9:36 AM Inspector: franeyp Permit Number: B-16-2539 Name: ALLIEGRO, GEORGE & DEBRA Address: 202 SEA VIEW AVENUE, OSTERVILLE Unit No. Inspection Type Inspection Item Status Comment Building Insulation A- Inspection Results PASS Inspection Overall Comment: Overall Inspection Status: PASS Re-Inspection Date: Inspector Initials: Person in Charge Initials: Total Score: 100 tt F1HETp�ypw Town of Barnstable 200 Main Street Tel. 508 862-4038 avwsrwar.E. 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TEDMA�A INSPECTION REPORT Date: 3/17/2017 3:09 PM Inspector: franeyp Permit Number : B-16-2539 Name: ALLIEGRO, GEORGE & DEBRA Address: 202 SEA VIEW AVENUE, OSTERVILLE Unit No. Inspection Type Inspection Item Status Comment Building Insulation A- Inspection Results PASS Inspection Overall Comment: Overall Inspection Status: PASS Re-Inspection Date: Date: 8/16/201712:50 PM Inspector: franeyp Permit Number: B-16-2539 Name: ALLIEGRO, GEORGE& DEBRA Address: 202 SEA VIEW AVENUE, OSTERVILLE Unit No. Inspection Type Inspection Item Status Comment Building Final A- Inspection Results PASS Inspection Overall Comment: Overall Inspection Status: PASS Re-Inspection Date: I Inspector Initials: Person in Charge Initials: Total Score: 100 t A 1 Town of Barnstable 0,o�EMFKlp _ . ° .r�W� wd �`^•n I over w 9APA'g�4�y www.town.bamstable.ma.us/ZoningBwrd Board Members: Brian Florence—Chair Alex Rodolakis —Vice Chair George Zevitas-Clerk David A.Hirsch—Member Herbert Bodensiek—Member Robin Young—Associate Member Matthew Levesque—Associate Member Spencer Aaltonen—Associate Member Jacob,D,ewey—Associate Member James Tinsley—Town Council Liaison Staff Supportyi Elizabeth Jenkins—Regulatory/Design Review Planner -elizabeth.ienkins@town.barnstable.ma.us� ` Anna Brigham-Principal Planner-anna.brieham@town.barnstable.ma.us Carol Puckett-Administrative Assistant-carol.puckett@town.barnstable.ma.us az b t Minutes Wednesday, May 11, 2016y nd �' a�ao Hearing Room-2 Floor-367 Main Street, H annit"k-N,A , y +X `E�,c b>`•.�; y Brian Florence-Chair Absent Alex Rodolakis-Vice Chair Present. .. George Zevitas -Clerk Absent David Hirsch �� Present;, Herbert Bodensiek- Absent Robin Young Present 4` Matthew Levesque ` '; `RAbsent ` Spencer Aaltonen, '�P�esentq Jacob Dewey Present 1NN ft ^�ti, �N y� Also present were Elizabeth Jenkins-ReguldiityReview/Desigm.lanner,Anna Brigham-Principal Planner,Carol Puckett-Administrative Assistant As a quorum has been met,Alex Rodolakrs calls'the hearing to order. ,Call to Order- ., � Introduction"of Board Members A'11 members present introduce themselves. Alex reads the follorvmgbtniithno _- Notice of Recording b y Please note that this meeting is recorded and broadcast on Channel 18 an in accordance with MGL Chapter 30A§20. 1 must inquire whether anyone is taping thi'smeeting and to please make their presence known. K Sy Old Business 7:00 PM Appeal No 2616-002 E R&C Enterprises,LLC E R&C Enterprises,LLC has applied for a Special Permit pursuant to Section 240-25(C)(1)-Conditional Uses in the Highway Business District for a retail convenience store and food establishment with drive-through. The Applicant,who currently operates a preexisting nonconforming gas' station with car wash and retail,intends to remove the existing drive-through car wash,including all equipment and underground tanks,and construct a 980 square foot addition with a relocated drive-through at the rear of building. The drive-through would be converted to a takeout beverage and food lane. The retail sale of gasoline,a preexisting nonconforming use,is proposed to continue.The property is located at 577 West Main Street,Hyannis,MA as shown on Assessor's Map 269 as Parcel 003. It is located in the Highway Business(HB)Zoning District and the Wellhead and Groundwater Protection Overlay Districts. Continued from January 13,2016 and February 10,2016. Members assigned: Brian Florence,Alex Rodolakis,George Zevitas,Herbert Bodensiek,Robin Young Page 1 of 4 1 t Members assigned 02-10-16:Brian Florence,Alex Rodolakis,George Zevitas,Robin Young. Elizabeth Jenkins notes that David Hirsch has submitted the Mullin form and that the last members sitting on this were Brian Florence,Alex Rodolakis,George Zevitas and Robin Young. Members assigned tonight: Alex Rodolakis,Robin Young,David Hirsch By an email dated May 11,2016,Attorney David Lawler requests to withdraw without prejudice and to reapply when there is a full complement of the board Motion by is made by David Hirsch and seconded by Robin Young to withdraw without prejudice. Vote: All in favor WITHDRAWN WITHOUT PREJUDICE 7:01 PM Appeal No. 2016-012 O'Connor Adam O'Connor has petitioned for a variance to Section 240-14.E—Bulk Regulation's..,,,,The,petitioner is proposing to construct an addition to the existing dwelling located sixteen (16)feet from the property lme`Where;a-thirty(30)foot front yard setback is required from Gristmill Path. The property is located at 390�Jones=116ad, Nlai-stons Mills, MA as shown on Assessor's Map 047 as Parcel 093. It is located in the Residence F Zoning District. Continued from March 9,2016. +"�� Continued from March 23,2016-Members assigned: Brian Florence,Alex Rodolakis,George Zevitas David Hirsch,Robm Young`,'(Matt Levesque present) Alex Rodolakis asks applicant to move this case to the end pending the arrival of another board member. V Alex Rodolakis then reads the following into the record: New Business 7:00 PM Appeal No.2016-018 Alhegro ; George and Debra Alliegro have applied for a Special Permit pursuant to Section 240-9111(3)Nonconforming Lots—Developed Lot Protection. The applicants are proposing to demolish an existing 5,084 gross square foot dwelling and accessory structures and rebuild anew 7,239 gross square foot dwelling and accessory structures on a nonconforming lot. The,new:detached accessory structure will not conform to current setback requirements,but it will be more conforming than what currently exists. An existing detached accessory structure is set back 10 feet from Washington Street;the proposed detached accessory structure will be set back 12.5 feet from Washington Street. The property is located at 202 Sea View Avenue,Osterville,MA as shown on Assessor's Map.138 as Parcel 014. It is located in the Residence F-1 Zoning District. Members assigned tonight:Alex Rodolakis,David Hirsch,Robin Young,Spencer Aaltonen,Jake Dewey Representative: Michael Schulz,Esq. Attorney Schulz notes that he also submitted a memo on May 4`"and proceeds to give a summary of relief. He notes that the property has frontage on both Sea View and'Washington Avenues. The'applicants purchased the house in 2015 and prepared plans with Tim Luft of Architect Associates and John'O'Day of Sullivan'Engineering who are both here tonight pending any questions from the board. The proposed structure does not comply with'the'setback requirements. The floor area ratio(FAR)is below the.30 maximum,the lot coverage is below 205vo;and the height of the proposed structure is below 30 feet. Jake Dewey asks if the pool distance will stay,the same. John O'Day clarifies that the pool is closer to Washington Avenue than the existing pool but further away from Washington thamthe existing pool house structure. Jake ask if they will be removing trees,particularly the trees on the driveway side. John O'Day discusses the vegetation plans. Attorney Schulz refers to the aerial picture that the members have and clarifies that it will be cleared on the Sea View side,if not already and that they have hired a landscape architect that has a plan. However, they do not have that plan with them tonight. 4 Alex Rodolakis asks if the height is measured from the peak of the roof or the plate. Tim Luft explains that the plans are in the staff report. Alex asks how high the current structure is. Mr.Luft explains that they did not measure the current existing structure but that the proposed structure is shorter. Alex Rodolakis asks if there is anyone from the public who would like to speak either in favor or in opposition. Alex Rodolakis makes findings: Proposed Special Permit Findings Page 2 of 4 2 I The Petitioners are proposing to completely demolish the existing dwelling and rebuild a new 6,569 square foot five bedroom,two story,single-family dwelling. The Petitioners are also proposing a 670 square foot detached garage with one bedroom and bathroom,and a pool. The proposed garage will have a front yard setback of 12.5 feet where 30 feet is required thereby improving the encroachment into the required setback. Section 240-91(H)(3)requires a special permit for all demolition and rebuilding projects if the proposed demolition and rebuilding cannot satisfy the criteria under Section 240-91(H)(1)"As of Right" but the proposed yard setbacks must be equal or greater than the yard setbacks of the existing dwelling and that the following criteria are met: • Floor-Area Ratio: .29(.30 maximum)—7,239 square feet(7248 allowed), h • Lot Coverage: 16.2%(20%maximum)—3,923(inclusive dwelling and garage) • Building Height: 20 feet 11 inches to top of plate(30 feet maximum);32 feet 8 inches to top of rid The dwelling has a full basement,accessible from an interior staircase and exterior bulkhead. There is'al'so an attic cdhkaining a Bonus Room accessible from an interior staircase. All areas were included in the gross square footag'e.fgure used t.,I—ulate the floor-area ratio requirements. The existing septic system will be removed and a new one will'be installed �' . For all Special Permits,the Board is required to make general findings pursuant to§1240-1.5'.(G) The Board'should review the evidence resented b the Applicant,staff,and members of the public and after Wei hin u`ch evidence' i�s encouraged to P Y P P P fig g articulate if and how the evidence contributes to each of the required findings. • The application falls within a category specifically excepted in the ordinance, fyor a grant of a special permit. Section 240-91(H)(3)allows for the complete demolition and rebuilding of asresidence on a nonconforming lot by Special Permit. '• � • Site Plan Review is not required for single-family residential`dwellings. • After an evaluation of all the evidence presented,the pro_posal'fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or t e`n ighborhoo`d affected. Further,Section 240-91(H)(3) requires the Board to find`that if the prop.... `demolition and rebuilding cannot satisfy the criteria established is H.(1)As-Of-Right,then the Board;may allow th,!,,demolition and rebuilding by Special Permit provided the Board finds that: `` �` ' • The proposed yard setbacks must be.equal to or greater tharnthe yard setbacks of the existing building; • The proposed lot coverage shall not exceed 20%of tlehexisting lot coverage,whichever is greater. The proposed lot coverage,inclusive of the princiAl ptal dwell ng.and accessory structure,is 16.2%. • The floor area ratio shall not exceeWW30 or they°existing floor area ratio of the structure being demolished,whichever is greater. The proposed;FAR is.29. • The building height,in feet shall not exceed 30 fee t°o the highest plate and shall contain no more than 2%:stories. The grade-; the first plate is 11 feet 5 inches;the grade to the second floor plate is 20 feet 11 inches,and to the ridge is 32 feet 8 inchesKThe peo'posed dwelling i2Ya".stories. • The propyosed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. Seconded by Davld Hhrsch Vote: All in favor ` ; ivy , Based on those findings,move to grant the relief being sought by Alex Rodolakis subject to Conditions 1 through 6 as outlined in Staff Report dated April 29,2016. Conditions --- 1. Special Permit No. 2016-018 is granted to George and Debra Alliegro for the demolition of an existing dwelling and construction of a 6,569 square foot dwelling and a 670 square foot detached garage and pool at 202 Sea View Avenue, Osterville. Page 3 of 4 3 2. The site development shall be constructed in substantial conformance with the plan entitled "Site Plan Proposed Improvements at 202 Sea View Avenue"dated April 4, 2016,drawn and stamped by Sullivan Engineering and Consulting; and the floor plans and elevations dated April 5, 2016, drawn by Archi-Tech Associates. 3. The total lot coverage of all structures on the lot shall not exceed 16.2%and the floor-area ratio shall not exceed .29. 4. The proposed redevelopment shall represent full build-out of the lot. Further expansion of the dwelling or construction of additional accessory structures is prohibited without prior approval from the Board. 5. All mechanical equipment associated with the dwelling(air conditioners, electric generators,etc.)shall be screened from neighboring homes and the public right-of-way. 6. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. Attorney Schulz suggests that Condition#4 be worded to the effect that any additional further development be in accordance with Section 240-91.H.1 and not be required to come back to ZBA. Alex Rodolakis thinks it should be left in as it could alter the conditions. Conditions,as stated in the Staff Report seconded by David Hirschy Vote: R All in favor : GRANTED WITH CONDITIONS q�lEki$YH{I - ►f�tf� : "d�'kiii4'l�.t!L3:6sWF�YiI'E�l!'ih!€i uk rz��l;! Staff notes that as of yet Mr.Zevitas has not arrived and that they do not have a quorum for the next appeal. Alex calls a 5 minute break. Back in session. Alex Rodolakis calls the O'Connor appeal explains that they do not have a quorum and confirms that it will be continued. Motion is made by Robin Young and seconded by David Hirsch to continue to May 25,2016 at 7:00 pm. Vote: All in favor CONTINUED TO MAY 25, 2016 at 7:00 PM Ms.Jenkins informs the board of the summer schedule and suggests canceling the June 8,July 13`h and possibly the August 10`h hearings. Alex would like to keep the August hearing. ADJOURNMENT Motion is made by Spencer Aaltonen and seconded by Jake Dewey to adjourn. Vote: All in favor Page 4 of 4 4 __ J Building Summary Property Organization HERS Kendall Welch Home Energy Raters LLC. Projected Rating 202 Seaview Ave 888-503-2233 08/29/2016 Osterville, MA Chris Mazzola Rater ID:8873503 Weather:Barnstable,MA Builder Seaview Ave 202 Kendall Welch Seaview Ave 202 Pre-REM.big Property/Builder Information Building Name Seaview Ave 202 Owner's Name Kendall Welch Property Address 202 Seaview Ave City, St, Zip Osterville, MA Phone Number Builder's Name Kendall Welch Phone Number 508-428-4900 Email Address ron@kendallandwelch.com Plan/Model Name IECC 2012 Community/Development UDRH2O14 Permit Date/Number Rating Organization/RESNET Information Organization Name Home Energy Raters LLC. Address 180 State Rd Suite 2U City, St, Zip Sagamore Beach, MA 02562 Phone Number 888-503-2233 Website www.EnergyCodeHelp.com Rater's Name Chris Mazzola Rater's Email info@EnergyCodeHelp.com Rater's ID 8873503 Provider ID 1998-136 Sample Set ID 0000 " Registry ID Rating Date 08/29/2016 Rating Type Projected Rating Reason for Rating New Home Rating Number, REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. m o E , 'n V O N a_____________� W V .to- KITCHEN v �I ❑ B ROOM 2 P v _co ® ❑ M II {t IJ lJ DINING HALL LNORY PTRY. ' C C V CJ C% IC 41 N HALL 41 y l0 HALL BATH.2 E L .�________________________ , ca 41 _ O PDR. O RM. OD ❑ \ �I ---------------- „ „ „ I w Q) FOYER *00 •N TR I PATIO ;G T � W � '1____________________ „ STUDY L ----------------•------- --•--------------- Iry PORCH ~ V ---------------------� a--------------------- Q O V _ ©------------------- BASEMENT PLAN FIRST FLOOR PLAN 1,551 50. FT. y 2,4-17 Sa. FT. � GROSS FLOOR AREA TOTALS MAX. ALLOWED: -7,245 5a. F T. (30D/o) MAIN HOUSE - BASEMENT: 1,551 50. FT. ; Q FIRST FLOOR: 24-7-7 -75 ------------ --------------------- SECOND------------' LEI FLOOR. GO D 2,1 1 ? :----------------- ---------- TOTAL (HOUSE): 69 5Q FT ATTIC: 366 H E 6,5 V 4-1 BEDROOM 5 gE p (n � � BATH. DETACHED GARAGE Q a �I B .5 FIRST FLOOR: 152 SQ. FT. c/� �1 0 _ _ O I OD HALL - rz LL SECOND FLOOR: 518 V/ — i TOTAL (GARAGE): 670 SQ FT BATH.B 'I p ' TOTAL GFA. 3GI SQ. F T. ( G1.G ) I --------------------- °e a'a -72 2 % N t I HALL /� .......................D!ff9_.._.____....______. 0 • O`'---- R - MST . �• (� ________________________ LIN. L BIS�H .___________________._ BONUS HALI. IB-B IS•O N E , O , _ - , bS MSTR.BEDROOM BEDROOM 3 — �— Job no.: 1585 r 1 , date OS APRIL 2016 1 ____ _______ _ __________________________ ______ eeele AS NOTED O Odrawn KMW ____________________t„^ SECOND FLOOR PLAN ATTIC, FLOOR PLAN ISSUED FOR REVIEW 2,175 50. FT. 566 50. FT. /// 11� b o .o a � o e Of v SMOKE DETECTORS REVIEVNED 7/30 l4 n © aArABLE BUILDING DEPT. DATE m m E �a o rr L •� FIRE DEPARTMENT DATE IT-4' 4'' • E'-8• -41 4'W •p V k BOTH SIGNATURES ARE REQUIRED FOR PERMITTING z-z z-T S-r 7-7 k, _ aa v ------------ ---------- ------------------- SEAT w T _____________ �� T G d o G� T-0 V r 'a 10'J V4• 9 6._ 'WY r BATH. cl , IRre.6 1 D 6 l ao,as 34 x 4.4 9/4 A § LI -D M Ro.,as 3/a x a4°3i N ----------- '---- eLacm q � - 2m�rs r -€ RO,1-0 54 x 34 9/4 • .=.>o ------ ------ r sp 9 SFAT Y SEAT 3' n y. Q Q • 3�.a3 o , - a s2oo. f , ftHl ----------- 1 -------------- -- - l! .«€_ � I 6E'Em PLAx cols / L -ftLEW.AAUSWEE2M9eW OL SR.sS x010 0oET w •-ALL W.MUS W eE 3x45.16 a � a au1 � Ln = ' Of-d!4.9W?4DM OnHaarJ k' 1 'k' o" _ v -FM9S%TO BPVATIM PLR Y@OM K I' AaWE SJBFL0'M9'i• N 3N � N -iOctoc.=s SlWS( M cu C+aWW rALL AS 5I wF z-Y TI. 4•-7 Td• Z _f� 2 L wwaerrmrx Waft TO Be Tm A• 0 f0 N O -(1worAcn ARnarttr sr�rte,nu ern®.a Ma sure am.cote e'a s4'a rJ — L L. pin W S.L'YAnOM FORPATfa MNOre A` V�• .D STa L� 0— v ro Q N C to 5ECONP FLOOR PLAN LIVING AREA = 51550. FT. ROOF PLAN SCALE, 1/4• • 1-0• SCALE, 1/4" • 1-0• jcb no.: IS35 , date aI y 2o,6 Scale As NOTep drawn: m-m rev. rev. 4 A-2 m _ ISSUED FOR PERMnNG I 5bt 2 . _of ,_ -7 _ t TOWN OF BARNSTABLE 27014 SNP 27 AM II. 00 :n..auv.•..Qaw�w�•wem��c� ' IIIVISION i F r STP TURAL FOUNDATION NOTES •CONNECTIONS OF KILL NENNT POLMATION C C/LroST I TDaeE�W TOWN. OF BARNSTABLE -PRKxa to C016TPLIC 6Asn6Aft THE v w T1pN .a SOL AxD VEAIn TINT IT a KJf CLAY.NOIRY ' THE STRxrLRAL owmer t FOR n.RtNOI i>h sr � IPacru s obe{ewR.r.�n IIATERDR FR02ENH 7�i� �;� �- -FM 3: 5.8 b •AT O Cow-;Wm ST MOI PG.DODO PSI J•U `' c i V -ALL Q[dORLPH BEANA TOM NTH MO, S2'4 97d p (d] mIOe W.offoow GW - [p� 1�p rp� i -TleOfrdB �FOOIPT(.TMSWT 'I-e' 9-r S' 1-0' 4 � C X EARTH)AND 7 AT SDES OP FOOrD*5 OR 4'-0' B'-0' 9'•1 V2- MP 14 VT r-P• tl O A KILLS. T 10 N REOLIRElENTS 30j -ALL SIM CONNECTIONS HE Om �pyry�y _ 6 INom TO STN.CTWL Idi g ""'1�3 riN o a+ 1Z o •pecooemmTO CONTROL -HIS SECTIONS A B S 13 I co 00 A I B A4 DROP Tw A4 A4 SLABKILL TWT.� I � TRAIL OLIO I I SOIL aP s.AaMul ilEV,nw Ir1•az467 sOMAIV rw VENEER ---- -- -- I---- ---------- o -- ----- ---------- vaNi .. •------------------------- - ----------------------------- I I I I 1 R 5�+(( � ) 4 T Ba A TN �1S�AyBATH)A106ROUT® OGHNE9. kTDIMS.MI POR'TTIDNS) x ODN SZ2'0• A F H C RO+9-2 %69 I I I 1 1 N L9 ............. NY CQYARft KILLI 1 1 I f. l�V{/S ••;/A ..I CN24 x0•LOC. _ ____________ v#AT i i FOOPW W KEY . i ': i 1 I I e T FL.eYP.BOARD , , , nw ID• �+ __ _ �I 1 � Ai1CTNSE'�iLgi� o P.T.exe IrIST '• ` 9 W I%PW NRAP 'W— j 111111 ZLINEMAVAT®� POADAT1011_wYL TkTAa_ ` POST ._��aaaaaaaaaaaaa ---- -- GARAGE a, ..ru, b L/J _ ST OP Ro+M SM x cc_aaa c_ N Tr,-. , TOP OF SLAB IT LNPD AREA J// y TO BE Ptu5N r6rx SOIL OF FROST HALL - ------------- g b - FIRE COOS OdOlt •q!====_________ - --(Rxrc-fiPFr.DO�ORi�T' STEEL BEAM ABOVE e. A.OH cARxir,E A. y... qN yAa tO�pNp ,a''.eeev.veve=.vLYUR TR TRACR45EIDED, a HAIL W 9 R®AR' .V Of. D MAINTAIN 4'O'KN MILESTONE PAVERS AT FRON GRAD[To .._ (2)2x6 PT SILL w 5AVW' . Q �[✓r iVQ ANCHOR DOLTS•2'P FIELDSTONE VFRONT PORCHH�t Of.KIL(D)FUR SILL t 17 •^ i FROM COW:9�5lYPCAL; , DIAOLOI`.,IlE , •• .----ear�atssa_-- ' 1 / __ ___ __ __________ PItGIFLOORAPPROx. EPROM HOAE BU�TOIE PAVFR9 AT F TNNFROM NOIEPJ GN ANDv 90PIED TO FLOOR OF PORCH 7Je' --------- EASET3 ruTD , Dns.MM F—M LOCAT0123) 6'CONCRETE SLAB W MAINLIED E06E' 8 L�;o�av�'e�i` 9 �g$s_. 3_=== "W f2,OF SNBE,NSA NESN(SET IN MAINTAIN 4'C KN -ON a. a sLAN ON VAPOR aART1EFROM&%4OER TRIM I�HEI �EVHW6R�ADE•PoItONSTA9 DFO°TTN6 ETE RS REVIEWEDS �_ _�?80TtH9GNA TAB;;�tLU E BUI ING DEPT. DATE 7-0' 9'9' 74• 6'4' II'-0' '6-2- y Q) U ( L e'o n'� . e•o• 24.0• N C IRE DEPARTMENT DATE °� Q' — : 3 Lo 974 TURESARE REQUIRED FOR PEPoNITING rn a� N i FOUNDATION PLAN F I R5T FLOOR PLAN LIVING AREA 15250. FT. SCALE. 1/4' . 1'-0' scAle, I,a• r-o• � Q o � fT7 ESL`� (n FQIDATION 6E6tAl NOTES, 6ENEIK PLAN NOTE K�A 0 coNCraeft FROST KILLS TO w THICK ILL KILLS TO BE 2M',0Q)•— 0 ON 24'xO'eq.E 6 NOT®,LONIIN.gB FOUDATIONWIW�L OL 6Ei.ES4 NOTED OPHtKSPJ I6' COIL.FDDRNs W KEY 0E16NT aP rL41L d.]24i IR'm� � O C TO DE BA_FD ON 6ItADE f.O10fTWt6 4'O• -ALL EO,SNAILS ro M 7%49•N' Mix FROM FM.6RADE ro BOTTOM OF FOOTW) 1 OL.ULM NOT®OTMERV J LL• eW O P SLABS TO l 4•AVED Eft CARBON MONOXIDE ALARMS(BARD PSV ON 6•O BE 4'tCOCAGRAVEL •RFEIR TO eLevATTDNS FOR rulmoM O µ T OVERHEAD� OCW11 rfy"B CL 5 REMR RO.HD6MS ABOVE IMP OOR / 41 job ISss' MUST BE INSTALLED PER DASEIET T B ADA rD CONCRETE «2r HALL 0 MASSACiiUSETTS BUILDING CODE F °°°"�"° o`' IV date of uY 70I6 EDOo PW W I• &M HIAMA are GOCt✓Eft FCOtD16 : •9+1 P+6 DOOR `' ct E� OSH ON 6ELK1�6MVEl W KEY BT I AY COiACTED TO RI,ft MAIL DRY DENSITY scale A9 NOTED -NN00/60FRaC 1 DOORS TO OE VELLA• T R -SILLS ro¢OB 21f6 O'Rt99x2 iREATm)W SMIm' Q 6:ZN LM "AR STATOET SERIE SONDE NC drawn: ICI-D•1 GALS TO W 51EEL Nl(R259,BOLTS•A'O'OL.MM AID .'O';:..:•. t (REFER ro ELEVATIONS FOR ILMINS N NIT MCI' 2'4 0 1T80.Ni9 SHILL EItlME - TOP 6 FOOIIHS PATTE100 ' fDV. ISM PUTS AND LE FASTENED w A'XS'PI.Aft WU•Hig. TO SIT dRE NNFPERR S E M NLft9.I�oiE9 9C.EwP n,J REDAR �Q,c� /S T E�`O - oN DSC.S-+FOR xNcroR Ban AID ollet ca6EcinRs ONAL E G nR ANCIN A�OF DPERSTNLWm TD W meemm / N .� A- 1 A FOUNDATION DETAIL I ' SCALE, 1 12' . 1•-o• ISSUED FOR PERMITTING aht I Of a • c ' S u E o RA�J/ J ua N V V C ` C9 � A N fD s N 4W e'-0' 4W 4'•4' 'p OV ]'-T 2'-7 7•2' 7-2' I�q•�17 C CA Ay c SEA7 SEAT N _ _ . _ fY (V IV T r'e V7• 4 ID'-3 V41 e ' ew 1/4' DINJKITGH. BM4TM' 4 T ZOTI e ' ' n 9 ,]-44/ 4" 4 Lik Q T umNs�a f aoA as s/4 x 4q s/a d Lso p § LI IN6 BEDROOM RO..]99/4x4i �I 11'4 eT4• § I a VWWW n •-. 9� 222PPP n-3e eP� SEAT 9' SEAT 3' i s a a i o _- �� •— teem E� ee•s SEmEK PLAN NOTES L ALL EXT.n•US To BE 2xe90 1e• S y I I (U Y OL MaESS NOTED OTERNISW -AUWr.NAL19ro8E]x4s.le• oa '� oa o l.J C V Of-tuaEs NOTED oTlsuwAEA h n >L O sq. s.q. s.q. fo -W ERM DOOM NOT 0012TED ARE O W v)TIC C168T MALL AS ENONN W MN I'-e• T-0' 4'-7 T.- ]'-S' •as= >C O — G - -JNM.W�MfM DOMSWT TO '' e4' ]4'O . U L- L.L PAtt�ELEVATIONS FM NWTINSCT L= O Q— v N 0 cn 5EGONP FLOOR PLAN LIVING AREA 51550. FT. ROOF PLAN tV SCALE!, 1/4• 1-0' SCALE, 1/4' 1-0' fob no.: Isss date o1. -r Sole • scale As NOTED drawn: TQ•sa rev. rev. s . A-2 o . C ISSUED FOR PERMITTING sbt 2 Of S E E "n u B i y A4 A4 ;o CuWI Wo 'u e} WI U W 0 D v aV j• pUO q : s s e • COAL ra.., EOlK FaJK �C-OV,L 0 NON BILT-0UT RAKE? - - 4 , , •O V RER601 Ai OORNHt NON M&T-0Ur RAW REROOI AT DOWEL BEDN BRACKET DETAIL bARA6EOVERNANb 7 N. &ABLE 2.LAP N OF1 N C�—'y n�="I F4 \' — — — — CA"FOIpW lS 1 AND RAXT S P.T.bmEMT-C FOSTT ry ` // BRAD=AMR TILN 94'RTFIOOD mK,'F�+, ' D OUT C NL.5NINSLB-•N �S ® N 7ryp PEAWCOU10M. (! ¶ pERO6LAAlRF� TO DEIAI91 � 3 FLARED BASE •RIB FIOOR Ga�f_I ��(1' ` FM1NRTW W FOVND. I TOP W W'S -8459 BASE IV --- a D PAV ESTONE ERS I I I BUILT-OUT A B L E BU I I I ' 1 BRAG K'E:9 1(0 BRALKET9) AT PORLN FLRw MFMW SOUTH ELE VATI ON EAST ELEVATION 9LALE. 1/4' • 1'-0' TTPILAL EIEVATWI NOR3 90ALE, 1/4' I'-O' ROOF6{S. P rOR ROOF RAKEEBHNMI, COATED GOPPLER 56F.9HINSLES IQ!MTot M pmDAIPOTN JINE ON LX SOO'P W LK 90FFrc,•D005 LRdN VDIT N � 1x�Rres RBATIVE YMY WAYAvm LOB M 9a�rn AND TOO RAM OEM.B A FLAFW BASE B•EW.•W A4 A4 RNOON LA51N6, UO JAFBAEAD CAMS N DOWEL EAVE AND REFER TO I,"EAVE L1�TW 5R BAMD RAKFiT 11M EE.LT-W h N6ES.97-)91 NISTORIL W-n M �'o SS ODOR CASING. W 4WMEAD LASM w DOIAER EMS IV �� FLT IAw &so 8`'� 5NN61.E BAND Ut SOFFTr;•DOGS CROLRI �{{{f OINO Ixx1N6B.uDN6FRffg NA01 3, EAVE MWh FLARED EAVE Nnl t: 'o n�i• E' •DOD.LROKI ISOLDRID p7R1� 3 6e•�•• <g_ LN D rrl-bOO5 LRORI (KM•BIRCIA AW CAP T aR1MPh IX OM ON IXa�ON N 5 .6 L <" �2'6 a o y, MOL.ON6 ON IX FR✓EM 1X OM ON 12 �•}`8-�.o O —e D 5 fi ON UI SLOOKIN6 RAR%6b nYPh LROM NOLDIN9 To TBL9NAlE D ze <d�:8 IWI RAKE OYPA •BODE CA"NOLDU6 ON CN F LASO16.FRESE/ Ut BJLT-0Vr RAKE I% NERD LA94C TO IS M AS B/LTQR 6ABLE LAP.W S rr N 511�TO DETAW N WLO twin uwm NOLON6 ON Uf S RAKE ON Uf BLOGCRb. ��Le _ VALLEY FLA'JUN6, 'OPEN L TON w COPFER FAS 6 ON ta RATER 5NEW PENB.AE g 1.WA DOWREI�L EQUAL 1 YY(O �}+ ++ I � rJ C � ••ALL PVL NOLOIN"AV TRIM Br'AEX'•• A \ / L 1 N O ° D — _ >L O = ate NON B11 AT RAKPJ REILWI AT - OLf6ER " gYGRAtNe Rom, N {� � CUSTOM , :r Cu IWES Be FLOOR — — — - n�,mm".e SIB FLOOR b � Cu _O SESOXD FLOLR I �Dw `�°" e•TRr,.L Am,'o Ns•wSECOIm F100R i 1 "O X U ADOB BED IV � I �_ N \ P.TSS.LL610 FOST I BP..T..,i6X6 F03T (� N O RAFTS! gg i 9A/�4 r_ �. - I _ yAVI1pp' T/�?NOD IFAV®LRd6315. •� n'AT'F61.ODU n'KT F • FLARED BAW - FL11W LORNEfB 1 ? FLARED BASE p�EO{ppRRAA}}AryryREE �� ( ; I SAL' AAFOTROO FM M job no.: Ism TSAR I TO OET E Wry date o1.lLY 3016 r TOP W FD%m. AL(``�� t IL�'•1• — — — — — — — — — — rWgFOlO_ — — — — — — � stale AS NOTED •B�BAL N rr,n• wu w.a ws w drawn: K" . W REAP - W RW rev. NORTH ELEVATI ON I I WEST E L E VAT I ON rev. < SCALE. 1/4' • 1'-0' L0LUFIN/PER60LA DETAIL 9LALE. I/4' • I'-O' ,o A-3 ISSUED FOR PERMIRNG sbt s, of -r T RED CEPM SHHUE IYQ (PRIWi9E/4yen LAP oven A fLP6E OI01�`�RKTJ Egg E 4O' 0'-2 V2' W-4 V7 V a W N � N d MEw�9SON T 9•2 7 5'9 V7 _ A ;VWLEAOISEgR9T o N P.T.RED CEDAR ROOF a KyA �/'nlr'I�� WI I�LlTI S'D LOX P 014?"D b 2Xo5.la OL. L V UN 4I b� 2)M 0 Of- 1 N'O�L LAR� V V G U A P�L4YI\O C P.T.RID CEDAR SNUGGLE 9.V'TIb R1'MPOD /R�ID�G9Er VISIT cM OVER A-4 WM514'xMR15 D o Q U%P '11 Wa / OI Si UPTE.W GgI — 2XbTies LQ •2xb".JATS d16tl5 WOC. rn E \ w Y B/41/•�nb RTrow / BA .BEDROOMCELL INSI)LATION 9 \\\ § m Y srls/•�rabL�.RapTngo�oODR 4 , _ •�H S�� Aw i Ib•OL.IV(AG•fDJ01ST9 a c ' (411 S/4'x 51/2'LK CUL IN&LAT10N QT 6ON691DE IOWS(MTAU 50 FLR ' ^ !%d •— TOP OF WL •SBWWpf12QR v V1 pLA TOP OF VOL. Cu RIM (4)L NAR K - p l 1 P TEE POW 16ARKE RIM BOARD wfN b}ia(5� ' NALL9(4 PER RT'J ya'FG GYP.BOARD \ / / •LEWNS 1 R•H.L9 nX KAI STEEL 8EM1 w 1411 COX PLY 2—n SLABS AT tia. AREAS Tx FLAN BOLTED i0 VI'LD%ROC. LS�I AV A a'LO1L.R5O0 PSU TOP BARGE OF M 4 ' ON ClowRET 2X65.N'OL. �D w L-6RA EDVULF.&R N EL LL,, PROVIDE eILLKWS 1 OW ON L(BEYOND) D CZW.RADm GRAVEL BLLESTONE FLOW/ y FL.GYP.BOARD A9 NHCFD (TALL(BETO0) .— BATHJ GOlto.f0 45a MAX DRY TI✓FA7 w sTolE •T o.STONE SHINGLE BASE a _ �'�SHINGLE ewe GHANG I NG D� VEST. GARAGE SLABB TO BE 4' GARAGE �GRACE OEM ON STOW VENEER ON CONCRETE(BSOO P511 If �O cONG.GRADE BEAM ;1 bxb)L MAP.ON b'FLOM y AMY A Lo1R�MAR.CRY �.SS�pGL•011•P.T. Hg5E CE1bltt:SLAB TO BE S.OFID BOLTS.]'-040L. �J APPROVER X5DJORSTO tTYPrNJI BEYONID •- - 4-TUCK GONT.LONG.GRACE L. 9/4'TIb RT'MOO fel B14 11 P.I. xb5.Ib•OL. SLAB ON 6' /• L T I FW%Ah4E� 10'LOIG.FROST 1. eEAM t0 RILL.STONE SLAB ox a'LRIFAED§ Y n%t1 a+21'%17 Y VEIESL DRILL.4 REVAR D INTO ON SLAB.w GLO•iED STOW BASE i Y CONCRETE FOGTINS LOG MALL.o'OL.AND GBl INSILATWN w KEY 515CAM w EFow 6RAIT ,r (�7xb`�y,LLLL ON T. 2M 4-TH"LONE.LOG.GRACE IT GONC FR05T IS LL W 9I6'%24•�lGNOR BEAM TO SAIPORT STONE IMLL OM 24'x o• T4.2-0'OL. (rfp!QAL}MYOm VEtEER•GRILL M RMAR 4'INTO 4.AND wLa.`rgre FOOT" SELUHP IV EPDXY a,O SECTION A SECTION B SCALE. 1/4• • 1--0• SCALE: 1/4• • 1'-O' • S• SHIN P.T.RID/EDAR NIX >oi I EIS AND/Jm VA NS RA13 RVRTQR n w2TCIXOUIN51ji� 12 P.T.RED CEDAR �F 8 R u=••;$�-F• 12 P.T.R®CEDAR ROOF SUNSLE5 NV ICE I1 MATER 5NIELO �ROWNiimmb ON'5W RTTCICD� e c r 4 4 ON SW RYMOW SNEATHM MOO!CRCM ON SHEATHING I8004 CROIiIWIXGAPONO IN:SB-RAKE BLOCKING ON IN 10 x105.Ib'OL. wCX ekILT-OUT —:cd�'g_ Yb RAKE 03AT-0VT <i:'g Ff�b:55 • ATED M. f21 V4'GDX RYPOW ON CELL UFXLATION LLRVED BL OWNS AS NEEDED Ox 2X10 RAFieRG.M'OL.SPRAYED IN UOSEP < L CALL DG"Tm ^` vi .aorncaoraOL fC W S BLOCpHAKEN 6 ON IN to V w j 4.) TO cRom M .b w 004 CA" IN 3TS _ CAP OR Vt FASCIA GAP ON IX FASCIA Q V Q U N v _ 2-- (o t) LEAD COATED COPPER AL/ VI SOFFIT &S} FLAWM/ORIP Ix LAP/SELF w O (d 4 o Vtl0<III S COFFER Ix sORiT FLAASSNI G1 TED DRIP L 6 .boos cR"ON p ^` N IX FRIEZE ON IX p( .boas GR01W ON 1 1.2 BLOMNS Ix FREEZE ON Ix N s• �¢ N� b 4 VYL W,SHINGLES x RY/YMDT SHINGLE SANE,ON LM pHLIX�.=I' ON 2MS.Ib•OL. V PVC HEAD UbNNG R'SH216LE EXP) O EAVE DETAIL AT GREAT ROOM O EAVE DETAIL AT BEDROOM DORMER CAP ON AOFN Vw IX job no.: Nsss GAP ON FASCIA SCALE,1 1/2'•1'-0' SCALE'1 1/2'•1'-0' date : o1-LILY 2o1b MOOS LRO Ix FRIEZE ON stale As NoTEO IN IFR= IX� 5 u4 s V7 I� 'KING drawn: NoMW rev. RLsawE3 ML.9NNGL8 TBV. ' F A- ISSUEDO TYPICAL FLARED RAKE B EAVE RETURN DETAILSGALE�11/3'•I'-0' FOR PERMITnNG Frt 4 Of i GENERAL 3.WALL5 ACTING AS RETAINING WALL5 5.CONCRETE BRICK SHALL CONFORM 10.ALL PLYWOOD SHALL BE APA 5HEARWALL HOLDDOWN SCHEDULE SHALL NOT BE BAGKFILLED WITHOUT TO A5TM C55. PERFORMANCE RATED PANELS CONFORMING N g 8 I.STRUCTURAL DRAWINGS ARE BRACING UNTIL ALL SUPPORTING 501E TO THE FOLLOWING MINUMUM REQUIREMENTS: g 5LAB5 ARE IN PLACE g AT 6.GROUT SHALL CONFORM TO THE O CA5T-IN-OPTION POST-INSTALLED OPTION o TO BE USED WITH THE ENTIRE ADEQUATE STRENGTH. REQUIREMENTS OF ASTM C 146 g A.FLOOR-5TURD-I-FLOOR T46,EXPOSURE 1, a a o SET OF DRAWINGS. SHALL HAVE A COMPRESSIVE 3/4",SPAN RATING I6". b STRENGTH OF 3000 PSI. HDI HOUI4-5052.5 (2)-HDU8-5052.5 W/(2)-1/8"DIA.F1554 d r 4.COMPACT ALL FILL UNDER FOOTINGS B.WALL SHEATHING-EXPOSURE I,1/2", W/5DIX30 GR.36(14"EMBEDMENT)PROVIDE(4)- 2.ALL SAFETY REGULATIONS 4 SLABS TO HE SPECIFIED DENSITY 1.VERTICAL 4 BOND BEAM SPAN RATING I6". p ARE TO BE STRICTLY FOLLOWED. 4 VERIFY. OUT REBARS PER DETAIL REINFORCEMENT SHALL CONFORM 4X5'-O" LONG VERT.HOOKED BREAK- METHODS OF CONSTRUCTION g .. ERECTION OF STRUCTURAL MATERIALS TO THE REQUIREMENTS OF ASTM A615. G.ROOF SHEATHING-EXPOSURE I,5/8", H02 CMSTCI6 N/A " o A IS THE CONTRACTOR'S RESPONSIBILITY. STRUCTURAL STEEL SPAN RATING Ib". 8.MORTAR SHALL CONFORM TO THE REQUIREMENTS OF A5TM G 210 H05 HDU5-5052.5 HDU5-5D52.5(14-505 1/4"X2 1/2" o 3.THE CONTRACTOR 15 RESPONSIBLE I.DESIGN,FABRICATION 4 ERECTION AND SHALL BE TYPE M OR 5. DESIGN CRITERIA (14 505 I/4"X2 I/2" FASTENERS)W/(I)-5/8"VIA.FI554 y E FOR DISSEMINATION OF ALL SHALL BE IN ACCORDANCE WITH FASTENERS)Al GR.36(b" EMBEDMENT)NO BREAKOUT o REVISIONS g REQUIREMENTS TO THE AI56 SPECIFICATION FOR 9.QUALITY ASSURANCE TESTING g I.APPLICABLE BUILDING CODE 55TB24 REBAR REQUIRED r +' THE SUBCONTRACTORS. STRUCTURAL STEEL FOR BUILDINGS, INSPECTION SHALL BE PERFORMED MASSACHUSETTS 8TH EDITION o LATEST EDITION. IN ACCORDANCE WITH THE H04 MST04853 N/A REQUIREMENTS OF AGI 530.1/A5GE 6/88. 2.DESIGN WIND SPEED: 115 MPH 4.REASONABLE CARE HAS BEEN EXPOSURE C,1=1.0,6= +/-0.18 H05 CM522 N/A TAKEN IN THE PREPARATION OF 2.STRUCTURAL SHAPES SHALL CONFORM ALL DRAWINGS AND SPECIFICATIONS. TO THE FOLLOWING: FRAMING LUMBER 4 CONNECTORS HD(b HOLDDOWN ANCH- WA HOWEVER THE ENGINEER DOES NOT OR5 PROVIDED kV GUARANTEE AGAINST HUMAN ERROR A.WIDE FLANGE MEMBERS A5TM STRUCTURAL DE516N CRITERIA 51MP50N STRONG g FOR THAT REASON IT 15 IMPERATIVE A992 GRADE 50. I.ALL FRAMING LUMBER SHALL BE WALL ((WS) (, THAT THE CONTRACTOR SHALL CHECK KILN DRIED 19%MAXIMUM MOISTURE -o CONTENT. LUMBER SHALL MEET - FIRST FLOOR 40 P5F LL- HDl 5THP14RJ MUST BE SET IN CONCRETE FORMS B.CHANNELS 8 ANGLES ASTM A36. C� ALL DIMENSIONS 4 DETAILS g MUST AS A MINIMUM THE FOLLOWING 10 P5F OL PRIOR TO POUR [cam VERIFY ALL CONDITIONS,DIMENSIONS, DESIGN VALUES FOR SPRUCE-PINE-FIR: g ELEVATIONS AT THE SITE.ALL C.H55 ROUND g RECTANGULAR TUBES NOTES: D DISCREPANCIES SHALL BE BROUGHT TO ASTM A 500,GRADE B FY=46 K51. -SECOND FLOOR 40 P5F LL 1.) PO5T-INSTALLED � ANCHORS SHALL UTILIZE 51MP50N 5ET-XP OR C b A.2X STUDS CONSTRUCTION GRADE 10 P5F OL TO THE ATTENTION OF THE ENGINEER PB=800,FV=65,FG=150 A EPDXY. 3.ALL GALVANIZING SHALL CONFORM -ATTIC/5T0. 20 P5F LL 2.) ALLLL P POST-INSTALLED ANCHORS SHALL STRICTLY FOLLOW THE ® cu HOLE DRILLING,CLEANING AND 5.THE CONTRACTOR SHALL SUBMIT TO A5TM A 123. B. 2X J015T5/RAFTER5 NO. I GRADE 10 PSF DL SHALL BE PERT HEUMANUFACTURERS RECOMMENDATIONS. PREP. �} CO COMPLETE SHOP DRAWINGS FOR FB=1150,FV=10 -ROOF G5L 30 P5F 5L 3.)ALL POST-INSTALLED OPTIONS THAT REQUIRE(2) HOLD DOWNS a � s . B ALL CONCRETE REINFORCIN6,ALL 4OLTED CONNECTIONS SHALL BE WITH 10 P5F OL THE HOLD DOWN5 SHOULD BE ATTACHED TO EITHER THE ADJA6ENT STRUCTURAL STEEL, g BOTH HIGH STRENGTH BOLTS IN ACCORDANCE C. P05T NO. I GRADE F13=800, FACE(AT CORNER LOCATIONS)OR THE OPPOSITE FACE(AT INT. a as CALCULATIONS g SHOP DRAWIN65 WITH THE SPECIFICATION FOR FV=(o5,F0=615 -EXT.WALL5/5TOR. 100 PLF OL LOCATIONS)OF THE POST. FOR ALL MANUFACTURERED LUMBER STRUCTURAL JOINTS USING A5TM A 325 - INT.WALLS/STOR. 80 PLF DL 4.) AS NOTED IN THE TABLE ABOVE, ADDITIONAL BREAKOUT PRODUCTS g THEIR CONNECTORS OR A 490 BOLTS. 2.ALL FASTENING OF FRAMING, REINFORCING MUST BE INSTALLED WITH THE FOUNDATION WALL AT OOT] FOR REVIEW PRIOR TO FABRICATION. PLATES,SILLS,5HEAHINCa g -0ECK5/PORCHE5 40 P5F CERTAIN P05T-IN5TALLED ANCHORS.SEE DTL.FOR ADVIL INFO. 5.ANCHOR BOLTS SHALL BE A5TM A 301. OTHER WOOD MEMBERS SHALL 10 P5FBE IN �� CONCRETE DETAILS SHOWN 4CMINIiTH MUM E CONNECTION TO CONCRETE FOUNDATION 6.WEL05 SHALL BE MADE BY OPERATORS REQUIREMENTS OF HE 5/8"DIAMETER ANCHOR BOLTS® 32"O.G. I.ALL CONCRETE WORK AND MATERIALS CERTIFIED BY THE STANDARD MA55ACHU5ETT5 STATE BUILDING 5HEARWALL SCHEDULE o SHALL COMPLY WITH THE SPECIFICATIONS QUALIFICATION PROCEDURE OF THE CODE 8TH EDITION. NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/8" VIA. FOR STRUCTURAL CONCRETE FOR BUILDINGS AMERICAN WELDING SOCIETY. WALL TYPE SCHEDULE: A301 STEEL ANCHOR BOLTS W/3" X 3" X 1/4" PLATE WASHERS J N (AGI 301-89). W/1"MINIMUM EMBEDMENT INTO CONCRETE. � z T 3.CONNECTORS SHOWN ARE AS � � �o 1.WELDING SHALL BE IN ACCORDANCE MANUFACTURED BY 51MP50N 15/32" PLYWOOD - (EDGES BLOCKED) J w Z3ooL? 2.ALL CONCRETE SHALL HAVE A 28-DAY WITH THE AW5 01.1 CODE FOR WELDING 5TRONG-TIE CO. INC.SUBSTITUTIONS SWI SD COMMON OR GALVANIZED BOX NAILS J z ^�z IN BUILDING CONSTRUCTION. MUST BE APPROVED IN WRITING @ b"O.G. EDGE5 g 12"O.G. FIELD. 61,3tAL NAILING suEwLE-Its"m" COMPRESSIVE STRENGTH OF 3000 PSI, w z Zo�� WITH MAXIMUM I INCH AGGREGATE 4 BY THE ENGINEER. INSTALLATION JOINT pGzw^'ON .==Ls 5mI,aLL NAIL S�L1N6 z MAXIMUM 6%AIR ENTRAINMENT FOR 8.CONNECTIONS NOT DETAILED SHALL OF ALL CONNECTORS SHALL BE 15/32"PLYWOOD -(EDGE5 BLOCKED) ROOF PRAWNS O ,z EXTERIOR CONCRETE EXPOSED TO BE DE516NED FOR THE LOADS SHOWN IN STRICT ACCORDANCE WITH THE AS SD COMMON OR GALVANIZED BOX NAIL5 BLO INS TO RAFTER(TOE-NAILED) -ev -1ov eAa em � Wdzo� MOISTURE. THE MANUFACTURERS INSTRUCTIONS �o-� ON THE DRAWING5 OR FOR LOAD5 g MUST EMPLOY ALL REQUIRED m 3"O.G. EDGE5 1$ 12"O.G.FIELD. RIM BOARD TO RAFTER(END-NAILED) 2-16a 5-16D EACH END W GIVEN IN THE STANDARD LOAD TABLES OF AISG FOR THE SPAN, FASTENERS. Pau FRAMING In m� 3.ALL REINFORCING STEEL SHALL BE 15/32"PLYWOOD -(EDGES BLOCKED) Q m DEFORMED BARS OF NEW BILLET STEEL SECTION 4 STRENGTH SPECIFIED. SY13 SD COMMON OR GALVANIZED BOX NAILS TOP PLATES AT IN HtSEGTlO 19(PAGE-NAILED) 4 IOD S16D AT JOINTS = O CONFORMING TO A5TM A 615 GRADE 60. 4.ALL CONNECTORS SHALL BE @ 2"O.G.E06E5 g 12"O.G.FIELD. STUD TO STW(FADE-NAILED) 2-1611 2-16a 24•oG. o 9. ELEVATIONS NOTED A5 "TOP OF STEEL" HOT DIP GALVANIZED. FRAMING AT ADJOINING PANEL EDGES HEAVER TO NeAVER(FACE-NAILED) bp 160 16.O.G.ALONG ED6E9 4.CONCRETE COVER OF REINFORCING BARS REFER TO THE TOP FLANGE OF ROLLED SHALL BE 3" NOMINAL OR WIDER g FLOOR FRAWN6 SHALL BE AS FOLLOW5: SECTIONS. 5. INSTALL ALL CONNECTOR FASTENERS NAILS SHALL BE STAGGERED. JOIST TO SILL,TOP PLATE OR 61RDER(TOE-NAILED) 4-BD 4 100 PER JOIST 4L BEFORE LOADING THE JOINT. NOTE: FOR PLYWOOD 5HEARWALL TYPES I,2, g 3 BLOGKINS TO JOIST(TOE-NALLED) O-6D 2-1017 EACH END N 44� A.3"AT CONCRETE PLACED DIRECTLY LISTED ABOVE,SD COMMON OR GALVANIZED eLocKINO TO BILL OR TOP PLATE(TOE-MAILED) 9-16D 416D BAG«eLocK V � W AGAINST EARTH. MASONRY 6.SPLIT WOOD 15 NOT ACCEPTABLE NAILS-(0.131 X 2 1/2")GUN NAIL5 MATCHING THE a) U c a) o LEDGER STRIP TO BEAM OR 61RMR(FACE-NAILED) 9-16D 4ibD EALN JDIST 0 � FOR ANY CONNECTION. NAIL DIAMETER g LENGTH MAY BE USED AS A O Z B.2"AT ALL OTHER LOCATIONS. I.MASONRY CONSTRUCTION SHALL SUBSTITUTE. JOIST ON LEDGER TO BEAM(TOE-NAILED) S-6D 3-100 PER JOIST 0-0 Q 76 CONFORM TO HE REQUIREMENTS 1.ALL EXPOSED FRAMING MEMBERS BAND J015T TO JOIST(Erm-NAILED) 5-161, 4160 PER JOIST Ul SHALL BE TREATED PER AWPA SHEARWALL CONSTRUCTION: 3 5.NO HORIZONTAL CONSTRUCTION JOINTS OF SPECIFICATIONS FOR MASONRY BAND JOIST TO su OR TOP PLATE(TOE-N ILED) -IeD s Iba PER FOOT Ol O N ti ARE ALLOWED,UNLE55 SPECIFICALLY STRUCTURES(AGI 530.1/ASGE 6-88). C2/C9 GGA 0.25 4 MEMBERS IN I.ALL EXTERIOR WALLS TO BE SHEATHED AND FASTENED ROOF SIIEATNIN6 5HOWN ON THE DRAWIN65 OR ALLOWED 5TREN6TH OF MASONRY F'M=1500 PSI. CONTACT WITH 501L SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE IN PLAN: OOv„Rw,R,LP,,�, O c'n IN WRITING BY THE ENGINEER. TREATED PER AWPA C23/C24 LEVEL 142 = 5W2/LEVEL 2 g ROOF = 5WI M L a) -RAFTERS OR TRUSSES SPACED UP TO 16.O.G. BD IOD 6•EDGE/6•FIELD ! 2.VERTICAL REINFORCING OF MASONRY GGA 0.60. JOB SITE FABRICATIONS � CT N N 6 •. REINFOpzlN6 EW3EDPIENT STANDARD WALL5 SHALL BE AS INDICATED ON GUTS 4 BORES SHALL BE TREATED IN I.ALL 5HEARWALL5 TO HAVE DOUBLE TOP PLATES RAFTERS OR MISSES SPACED OVER 16.O.G. ea I= 4•EDGE/4•FIELD Z � �,_ N j> BAR LEN6TM NOOK THE DRAWINGS. ALL CORES OF ACCORDANCE WITH AWPA 5TD.M4. g DOUBLE 2X STUDS AT EACH END OF THE WALL. 6ABLE ErmPv.LL RAKE OR RAKE TRUBB w/o BD IOD 6•EDGE/6'FIELD = O- au '4 "' "' MASONRY UNITS SHALL BE FILLED °"BEE oVERNANo Q N O l3 .B 16• 10• WITH GROUT. REINFORCING BAR 2.FACE NAIL DOUBLE TOP PLATES W/ 160 NAIL5® 16"O.G. -6ABLE ENDWALL RAKE OR RAKE TRUSS/W 6• /6•FIELD +� .b �o• le• LAPS SHALL BE 2'-b"MIN. 8.ALL MANUFACTURED P5L WOOD FRAMING USE(12)- 160 NAILS AT EACH SIDE OF LAP SPLICES IN TOP STRUCTURAL ovn-OOKERS N MEMBERS SHALL HAVE THE FOLLOWING PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0"LONG. 6APJLE CROFIALL RAKE OR RAKE TRIAB FU n 24• to, PHYSICAL PROPERTIES AS A MINIMUM: �K, <I , /4•PIFJD . 3.HORIZONTAL JOINT REINFORCING b CEILIN65NEATNIN6 job no.: 15o4 FOR MASONRY SHALL BE EQUAL LVL: E=2.OXIO PSI.,FB=2600,FV=285 P51 3.NAILING FOR PERFORATED SHEA BE CONTINUED FOUNDATIONS TO OUR-O-WALL TRU55 MANUFAGTERED PSL: E=1.8XIO PSI.,FB=2400,FV=190 PSI ABOVE AND BELOW ALL OPENINGSS IN N 5HEARWALL. 6mUMPALLBOARD By O F date 01 ur=O16 WITH WIRE CONFORMING TO ASTM A 82 "ALLB"'TMNO '+ scale : AS NOTED 4.ATTACH DOUBLE 2X STUDS g BUILT-UP CORNER STUDS AT ,HOOD STRUCTURAL PANELS I.THE ALLOWABLE PRESUMED SOIL g COATED FOR CORROSION PROTECTION 9.ALL FLOOR JOISTS SHALL BE AS SHEARWALL EN05 W/(2) 160 NAILS @ 6"O.G.FOR ATTIC/ �'^ v' drawn: Km BEARING CAPACITY IS 2000 1L IN ACCORDANCE WITH A5TM A 155, MANUFACTURERED BY B015E CASCADE SECOND FLOOR 5HEARWALL5 AND(2) 160 NAIL5® 4"Q.G. STVD9 SPACED UP TO 04.OL. No.5 3 6 /1]•FIELD WHICH I5 TO BE VERIFIED IN THE FIELD CLASS B-2. ALL WIRE SHALL BE g AS SIZED ON HE DRAWINGS. ALL rev. 9 GAGE MINIMUM. PROVIDE MINIMUM FASTENING,BEARING,BRACING 8 STAGGERED FOR FIRST FLOOR SHEARWALLS. n AND zB B2 FIBERBOARD PANELS -o a /6•FIELD FIE BEFORE CONSTRUCTION. LAP OF b" g USE PREFABRIATED T'5 STIFFENING SHALL BE IN STRICT N SCHEDULE FOR TIE DOWNS AT 1/2*Oman MALLBOARv E EDGE/O FIELD rev. OR CORNER SECTIONS AT ALL ACCORDANCE WIH THE MANUFACTUR 5.REFER TO HOLDDOW ERS FLOOR SWATH" S 2. FOOTINGS SHALL BE CARRIED WALL INTERSECTIONS. REQUIREMENTS. SHEARWALL ENDS. .rDOD BTRUGTIIRAL PANELS s TO LOWER ELEVATION THAN SHOWN 6. NAILING TO SOLE PLATE TO J015T OR BLOCKING SHALL BE 1.OR Less ea Oa 6•Ea6E/1YFIELD I `6 ON THE DRAWIN65 IF REQUIRED TO 4.CONCRETE MASONRY UNITS SHALL (5) I6D® I6"O.G.AT SHEAR WALLS(FACE NAILED) -GREATER THAN,• IOD wv b•Ev6E/b•F1E1_D a REACH PROPER BEARING GAPGITY. CONFORM TO ASTM C 90. ISSUED FOR PERMITTING sh{ 5 Of -i I E E MALJ t O EIV NAL(4)LYL I am 90AW� OO OO �s A KR PLY) ... ... j HDI 5 1 V41. 11% 9 V4 V4 V415�4 5 V4 OO ec i2m 4 V7 . .... •16-oz. V oL. •W.Msq ......... .. ... -------------- ---------I------- ---------- vii ................. n q ff LJmls A V7 FMlsls I �i 0 4-; 0 ------------- P.T.2w1 M615 0 Lb. 2100 FOR ORT MALD6 �l 4 X�l jn LJBWALT STM MLI_01. 4— � 'I ........... l_nL4:.X IjM_LM- )I EM' I V2- P.T.20 JM51S Lv' • lb,OL. q Vr�JM5TS : 1 4 01 1__MT5 M MOD P05T DOWN Of- lw Of'. Ij P.T.2*imm WOOD P05T UP AND DOWN LWT O� ----— 7 x WOOD P05T UP 4 V2'I-JOISTS q V7 K MIS 'p 5 VT L li 10'01 BEARING WALL BELOW __=M a ( END MAKE)LVLS TO I ------------ -------------Er------------ ----------- RIM PEF MLY6"o -1 V4VY g =M BEARING WALL ABOVE (REFER TO 5TRUCT.DETAILS) WALL ABOVE FOYER FRAM I NO PLAN TOILET LOCATION(5PA(,E J015T5 A5 SECOND FLOOR FRAM IN & PLAN SCALE. 1/4* - 1-0" NEEDED FOR PLUMBING CLEARANCE) SCALE. 1/4' - 1'-0* HOLD DOIAIN5 AND LOCATION5;REFER _j z HD GENERAL STRUCTURAL NOTE5 —j cr W, (2)5/4*X q t/4*pLyn= Lu 0, -ALL P05T5 @ EN05 OF BEAMS TO BE mzm mwra;�_\ z �V (3) 2X4'5 OR(3) 2X&S UNLE55 NOTED ((5) 2X65 AT ALL EXTERIOR WALLS) cr za� =)V, L) - ALL WINDOW HEADERS TO BE(3)2X6'5 Lu 2 VV 1/2"PLYWOOD UNLE55 NOTED V) w tt -7-- --T ------------------------------- ------------ 11 -1 NOTE5 -SEE STRUCTURAL GENERAL 9 9. S; AND TYPICAL DETAILS FOR OTHER --- ----------- REOUIREMENT5. 4, O O O Ln Q) =3 2xn us..n1s15 two us. M 15% •x 11 cu >_c 0 gg 3 •WOL. U—OL.— X�sl MY, -0 < (A V) 0 o 1L •16'Of. a w OL. ro 2M�"STS 2AO�.WIMM C) •E C_ Q)_Lu m CT Lo= 2: LL. two cLb.imm two ae.JOSM _c 0— o 16'04, .16,OL. V (,j V) 29W OIL% =0 c LM ----------------- 0 .90 .. ........ ob date o,.ur 201b ---- -- ------- 1.------ ------- --scale As tolw AS lV T CT drawn O.51 rev. 6m 6m rev. /s IE r- FILIN <5 FRAMING PLAN ROOF F R A M I NO PLAN NAL EN 56ALE. 1/4' - 1'-0' S-2 SCALE, 1/4' . 1'-0' ISSUED FOR PERMITTING Shl r o .e c i / lEDO1N 5TRAF NELTLY 0"" M MOM AND NALM TO ALL RAFTERS PAPTEIM w FU Iov NAILS EA o sme(m NAM.5 TOfAQ X UPPER G A R FR _ F -0 R ZX12 LEDGER `•, slmPsoN LSTo' II ATTACHED W/3.16D TO EACH CUP FT B LOW 0 h _____— _————_ rn 6 LEDGER W/ rI O O O O O O O 0 — (4H2.5A (7)ISDEA ,p A 0 4 o� ER ` >� 0 0 0 0 0 0 o y 'y each , y q\ _— o LSTA9 LS70 HORIZONTAL 2x BLOCKING FOR pp n NAILING THE PLYWOOD EDGES 'ALL HOWDOWNS INSTALLED AFTER PLYWOOD OPTION 77X6 RmD£TEe V in TTEDIATBY BE LCM THE RMW AND FASTENED TO THE RAFTERS INMIL PVt SIDEA rol mO carlrvx r� _ — 11S-0 b OCALPFL T. OzOaOD BLOOKING DETAIL C:2 RTAFTE�R CONNECTION DETAILS O FRANOToME T OVER LEDGER DETAIL O PI�ALE RIDGE STRAP DETAIL OPTIONS a � L V fd • OIL TOP PLATE O FASTEN 9NEAVIM TO HPAM W CATION NABS PI S'SRD PATTERN Al STs A 9 AND S'OL. IN ALL fRAMM -J Z m f1Ff STIDtDBILLS(TTFJ J W 000� Lu WO soT.aL RAILS IN 7 ROM z W T e'OL. Q J ¢.I N Z L r� SPSSOMN161TiW5 LLu pUp¢mz NEA06t TO.HY.x sw O HER.wx STID Mme OILY) Q N m _ o KK 0 DTO 57M(rYPJ c . L a-+ I y � rd N nM HAT STUD V) C rn (1) >t .,AGL S11D N 3 V) Q TT j ro O to j 'o SEE / N /// N — N aJ__ N y N Mq roQ �o N u n u n u n n u u u O F. p u n u n u u u u n u 11 11 ES / H H N n L H N H N II II N UCT job no, leoa o.51 2 .W date of .Y 2ole • Style Is NOTED FG�g P �(�v drawn: Km �SS�GNAL ENG� rev. ;p !•. YVIT rev. ` s FRAMING GARAGE DOOR OPENINGS O NOT TO 9GAL13 • .- S- 3 . o ._ c ISSUED FOR PERMITTING sht of .. .,. JOAN M 'C WATERS TR. - - ASSESSORS MAP 287 y N/F PARCEL 102 N r JEAN Z. MARSHALL DEED BOOK 9272, PAGE 129 AIGVILLE I ASSESSORS MAP 287 CR x�+1 PARCEL 103 DEED BOOK 1032, PAGE 04 BEACH ROAD P w HEREBY CERTIFY THAT THE CONDITIONS - N ARE THE SAME NOW AS CB/DH - - ASS Z z ON THE GROUD E AT THE TIME OF THE ORIGINAL SURVEY FND do HELD ! O ON FEBRUARY 10th THROUGH FEBRUARY N/F ' LOCUS �• �. � o CB/DH �-HYANNISPORT 11 th. _ MILDRED L. ONEIL S63• 7 o FND _GOLF COURSE WAS"• A VE ASSESSORS MAP 287 ? DATE /C/ey /LZ.o 0 0- --- PARCEL 30 •03 - CERT. 19313 ' 2 .2' F y { N/F SQUAW ISLAND ROADi WASHUSE� AVE. Oro FRANCIS & MARIE E. ONEIL _ Alf- L.C. 13208 A rye• 1 7011 SUB SKETCH NOT TO SCALE ASSESSORS MAP 287 ^ O PARCEL 101 N oN NANTUCKET SOUND N' DEED BOOK 2964, PAGE 78 J FOR REGISTRY USE ONLY 1 LOCUSI CERTIFY TO THE BEST OF MY P Y �, LOT B SCALE MAP ' .ham G �'�w 3 _ AND BELIEF THAT THIS PLAN CONFORMS +kr PROFESSIONAL KNOWLEDGE INFORMATION ? 13,293t S.F. • N/F , �� w wi-OJ,h� N TO THE RULES AND REGULATIONS OF.I CRISTOPHER I PAGE TR. ^^ J. N/F n THE REGISTRY OF DEEDS. ASSESSORS MAP 287 C �G� CRAIG & SUSAN CHAPMAN :' PARCEL 89 QO ASSESSORS MAP 287 ', ") 4 CB DEED BOOK 7394, PAGE 164 PARCEL 99 LOT A NOT FND CB FND i DEED BOOK 9003, PAGE 08 = L=24.62' N/F �IItIf 08 FND HELD S7 SHAPE FACTOR 18.5 (LOT B & LOT 1 ! 17. WASP INVESTMENTS INC. RECORD LOCUS INFORMATION `50=»E 13.0' UIyR L=16.35' ASSESSORS MAP 287 PARCEL 100 I LOT --.._ 10gEGIS�RE p • .NZ6b4• R=11.33' ... LINE REG/S 70` CANp S ' to 29 808"►N DEED BOOK 10002, PAGE 092 CURRENT OWNER: CRAIG E. & SUSAN G. CHAPMAN '� •5� >FREp CAIV 75y4.3p" v I I �• ///iAbod p O LOT 12 0 5p E TITLE REFERENCE: DEED BOOK 9003, PAGE 088 29. 31 L=16.71 I - PROFESSIONAL LAND SURVEYOR DATE ' ?`� �h �''� 4,870t S.F. ��F, ,�g0 43 j� ! '34 8 CB H R=11.58' PLAN REFERENCE: PLAN BOOK 92 PAGE 107 _ 9 SB FND i �, Ss N � �- B 5 W �- . FND HELD :A�,L�O SbS�3 H'COT �,0 +� '`' .72• D \\ w ASSESSORS MAP: 287 �s�> F C%F •��1 N LpT 6 1 N76, Z I PARCEL: ' 99 r'a►. 83�8' �6� CB/DH 04 08"W n Y) P 00S77N SUB—SKETCH NOT TO SCALE N G112.56, Q I CURRENT OWNER: HARRY L. -ALVERSON III LA OF r'�- � y °' 0 142 . �pE RIGHr I o TITLE REFERENCE: - CERTIFICATE 94763 LAND o ^ ,,� 94 OF WAY _ 2 �, N EXIST1G v co so 0 0 r N76•p4, " N PLAN REFERENCE: CERT LC 20173 � F,A 3Q 42 , ^ HOUS �n o 08 , I 1 Z N/F O' Nl) CF,�� ti0 Qc"Q 0.9 / 31 N/F (� ASSESSORS MAP: 287 MARIE E. ONEIL I �2\ � , N EXISTING 12.5 JOHN WASSE ASSESSORS MAP 287 cAMPo I J I PARCEL: s3 MOUNT VERNON ROAD ASSESSORS MAP 287 O 6'-"'� BARN v 3 �• _ 3 P� S ARCEL 98 •0 _ m DEED BOOK PARCEL 79 69 PAGE 055 07� �s N S,4.53,50"E 0.25, ! CERT 148305 30 42, `CB/DISK i Z I I ZONING DISTRICT: RF-1 IN \ _ _ S74.53,5 SETBACKS: FRONT 30' SUB-SKETCH NOT TO SCALE �99 FND 0"E 14 o SIDE 15' �-- S8 " ^ HELD �kI,STI 4.14' I O I REAR 15 BARNSTABLE 00 3 38 15 E _N�1 p� 174 39, .. MINIMUM LOT SIZE: 43,560S.F. MAS SAC H U S ETTS -- CO 6- LOT 1 103.327—, Z .�q� M ,,� q - 32.4 o ter € �N MINIMUM LOT FRONTAGE: 20'Av N/F = M L ,_` — , (BARNSTABLE COUNTY) _. Uj LU OS� HARRY L. ALVERSON III W •- W :. � IMUM LOT WIDTH:- 125'-ASSESSORS MAP; 287 a . - PARCEL 793 7.35 " ti , I x , i ti 'P CERT 9476 _ LOT I , 3 I GROUNDWATER OVERLAY DISTRICT: AP (NOT A ZONE 11) o ,, o Q JUNE 9, 2000 "D'. q�� 1 M 2,?p� ??, CERT 139595 ; N N W h W LOT 5 3j;F'1��, 34,954t S.F. n ��v JOSEPH G. HORNE 0.04f r I 1 ti o (NOT TO BE CONSIDERED o o ASSESSORS MAP 287 0 •� I I BARNSTABLE PLANNING 60ARD REVISIONS: SB/DH N/F A SEPERATE BUILDING LOT) PARCEL 97 CB/DISK CIO ^ FND MARCELLA D. HEAD CERT. 94880 FND NO. DATE DESC. ASSESSORS MAP 287 SUB-SKETCH NOT TO SCALE PARCEL 92 APPROVAL UNDER THE SUBDIVISION 8/16/2000 LAND COURT EDITS ? I I Oft CERT CERT 144784 W N CONTROL LAW NOT REQUIRED '� � i .� 1 , L.C. 20173 C � _ -- I 46.75 +n o SUB SKETCH NOT TO SCALE "� ED 0 y I = — f� N W � •- 0 �p N 0 N o SB/DH p • o I — r- 1 Z I TIPPED � - N83-38'15"W 00' z S8 S83'p815'E (DECREE) ,� I fL • V. r 85.50 N I 3 38 15 E (PETITIONERS , — N o0 UNREGISTERED 1 LAND 7.3' (HELD) I �, 249.49' cold / CB DH `Z_.._ POST dr RAI[ FEN CE HELD 63.71' ---� N83'38'15"yy 173.25' REGISTER _ PARCEL A N83•38�15 W REGISTERED" LAND I PREPARED FOR: - I! Mrs, SUSAN CHAPMAN EXISTING 8,608f S.F. 3 UNREGISTERED LAND - o 0.4 HOUSE PARCEL A & LOT 11 P.O. BOX 184 ;146 N UNDER ONE OWNERSHIP vCB/DH 0 CB ISK ° , N FND HYANNISPORT, MA �D 0 0 2.63, N 02647 0.76 50.05' 123.20' _�..... CB/DH CB/DISK FND oFND SUB-SKETCH NOT TO SCALE 5.0 o w SUB-SKETCH NOT TO SCALE _ 0.40' . N EXISTING 1 6' CB HOUSE ,DH ; o z 58 FND DATE: The BSC Group, Inc. CB DISK N/F I' • SUB-SKETCH NOT TO SCALE PARCEL A AND LOT 11 HAVE ALREADY BEEN COMBINED FND KATHERINE GROVES - 0 1•5, NO DETERMINATION AS TO CC q+MPLIANCE WITH THE ZONING ORDINANCE DECK AS SHOWN ON LAND COURT PLAN 20173-D. FOR THE PURPOSE _ ALVERSON 3 95. REQUIREMNETS HAS BEEN MADE OR INTENDED BY THE ABOVE ENDORSEMENT. �O OF SHOWING THE LAND'COURTi REGISTRATION LINE THEY HAVE SUB-SKETCH NOT TO SCALE ASSESSORS MAP 287 NTITI S - o;�SHAPE FACTOR 27.4 I LOTS CREATED FOR CONVEYANCING PURPOSES ONLY. BEEN LABELED AS SEPARATE E E PARCEL 94 t (PARCEL A & LOT 11) DEED BOOK 12026 657 Main Street, Unit 6 N83' ' West Yarmouth, Massachusetts PARCEL A 8,608t S.F. 3815"W PAGE '280 1 HEREBY CERTIFY THAT THE :ACTUAL SURVEY WAS MADE ON THE GROUND 02673 LOT 11 34.954t S.F. — _ _ 63.71 _ IN ACCORDANCE WITH LAND COURT INSTRUCTIONS OF 1989 ON OR BETWEEN TOTAL AREA 43,562f S.F. SUB-SKETCH NOT TO SCALE FEBRUARY 10, 2000 AND FEBRUARY 11, 2000. 508 778 8919 WASH�NGT�N -- - LOT B AND LOT 12 ARE TO BE COMBINED BY THIS PLAN © 2000 The BSC Group, Inc. A 1/& N _(45' WIDE , BUT ARE SHOWN AS SEPARATE ENTITIES FOR THE PURPOSE PRIVATE) (24' OF SHOWING THE LAND COURT REGISTRATION LINE. — WIDE PAVEMENT Nev �i 2000 �- �Q SCALE: 1" = 30' ''- DATE CRAIG A. FIELD #38039 0 3.75 7.5 15 METMS LOT B 13,293t S.F. FOR.- THE BSC GROUP, INC. o 15 30 so LOT 12 4.870t S.F. Fw TOTAL LOT AREA 18,163t S.F. - - NOTE: &&AA PROD. MGR.: C. FIELD OF ALL DISTANCES EDM UNLESS OTHERWISE NOTED. FIELD: P. H. / A. D. CRNGA CALC./DESIGN: K. HEALY EDM PRECISION 4. &mmr 4 5ppm FWJMM DRAWN: K. HEALY LINEAR ERROR OF CLOS(F2c_ = .008' CHECK: C. FIELD DIRECTIONAL ERROR OF ul.,OSU.�E = N 57'22'54" E FILE: 8101 - LCI.DWG RELATIVE PRECISION = 1: 132,198 DWG_ Nn 5217-01 104; N,f)• A—P i ni nn ! SHEET 1 Ca= 1 DIRECTIONS: From Hyannis take Route 28 toward Osterville. Take FLOOD ZONE. ZONE: :.; a left onto Osterville West Barnstable Road and follow to the end. Take a left onto Main Street. Zane X (Minima! Flood Hazard) RF-1 Bear right in village onto Wianno Avenue, and at Community Panel No. Area 87,120 sf Min 'd � •� -° °� '.;�,; r ? •• � 4,�-. � the end follow to the right onto Sea View. Site is #250001 0776 J Frontage (min) 20' i M= a ` '' �• �`�: Ufa '- on the 20,ri ht .`'•. 9 # ` July 16, 2014 Width (min) 125' r4 na oy � a �.��,!� • ,` • ' Setbacks: � � '� • «- * -Y « . __-�___--Fret "-•-__._ --�- --- --- --- ______---- ___ ____ __.--- - � '� a ;,. � . .i Front 30 ,. Side 15' � ME Washington S tre e t Rear 15' (40' Wide Public Road) F � r ~ _ ,___ ___.. __ OVERLAY DISTRICT. ' . ,--20- -" l GENERATOR &__ --' ^ 22. � � _� -_ •• . . ' __^ AP - Aquifer Protection District - x POOL EQVIP. AREA q _ dsk 2 1 , •.. _ i • r i-,� #'f /T' wa3_ t x, '� x.v,r�•l yy4 Y �``.n N80'- 8' ,3 ��Fnd ,'�._-N-7�'-'0S`20 E'�•�. � cb/dh •'rr w mil)., ti�'�7�* �y �`3J#.5`v '� � xt•'�' r. nds>x 01,5. en. fnd SETBACK SUMMARY �� /8 • �S��t ,�t k�� r� � SETBACK d r �"j �rt�rt�c Zy� yYx eh yF 3? D} EW/4Y a Existing Minimum Front Yard Setback - 10.0' �, ` ' ��+ �vLr�r'kis ! µ 2 `�, • 4ks'"y Proposed Minimum Front Yard Setback 12.5' ; �6 LOCATION MAP: / Ouse septic Existing Minimum Side Yard Setback - 8.9' kt)POSE17� pPf20POSED 1„=2,000f' C r ins Proposed Minimum Side Yard Setback - 15.4' ti Patio POOL GARAGE AREA CALCULATIONS ASSESSORS REF.. f ll I l Lot Area 24,160t SF �XI�T/NG Lot Coverage - 3,923 SF (16.2�)' Map 138, Parcel 014 S '� 1 �i Includes Dwelling, Entrance Porch, 1 c Garage, & Pool - o-BE�REMOVE�es loos i ? Gross Floor Area - 7,239 SF (29.97.) I I I I Per Architect ! u I ! I Foal Includes Habitable Areas of Dwelling 1 I i l ( b7rrrrrr L �� Basement,Garage Second Flooroors, and { I I r V771 I i yj, / V A C y 77 l/ �d CC SEPTIC NOTES PERC TEST:13,367 ! I I j ❑ �14, J PERFOR.�DBY:CHARLES ROWLAND,EIT-SULLIVAN Y urt v I L 1.Location of Utilities Shown on This Plan AreApprox.At Least 72 Hours ENGtNEERM pl I \ _J ' rd ! SOIL EVALUATOR NO.13586 � Prior to Any Excavation For T7iis Project the Contractor Shall Make wRVESSED BY.DAVID STANTON.RS-TOWN OP BARNSTABLE = -� ) the Required Notifications to Dig Safe(i 888 344 7233)and contact lea 4 N I Sullivan Engineering&Consulting Inc.(508-428-3344). ++arY ,2016 Gre ve1.. 2.The Contractor is Required to Secure Appropdate Permits From Town - - S Y ,i Y ! Agencies For Construction Defied by Thus Plan. rrr��r f 3_Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall TEST HOLE-1 EL 21.0 TEST HOLE-2 EL 21.0 / ( ; 4, Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to AE LAYER 10YR-W AE LAYER 10YR 313 / DARK BROWN DARK BROWN i v PROPOSED ,, p Assure Watertightness. In General,Water Lines Shall be Constructed in tG1 L L L L L ! `I' Coordination With COMM Water,and Shall be in Accordance SANDYLOAM . 2 T 0" SANDY LOAM 2 4 WELLItN&Y w/f Dwell' B LAYER.IOXR S/6 B LAYER lOYR S/6. 'r ` 202 Sea View �' i With 248 CMI21.00-7.00&310 CMR 15.00. YELLOWISH.BRO WN Y&LLOWISNBROWN Y( # '1 J `n 4.A Minimum of9"ofCoveris Required forAllComponents. 2s•.: LOAMYSAND. 1 7 zs• LOAMYSAND.. t8 L l y 1.14.0 f tt 5.All Structures Buried Three Feet or More or eject C1 LAYERIOYR K8 C1 LAYER1oYR GB ca �. f<L L L L GL L//� i11 25.03 r BROWN1SH YELLOW BROWNISH YELLOW to Vehicular Traffic to be H-20 Loading It is the Engineer's MEa SAND 17.8 MED.SAND 17. Recommendation that H-20 Always be Used. " C2 LAYER toYR 7r3 C2 LAYER IOYR 7r3 6.hLoall Waterdght Risers and Coven to Within6 ofFiaisbed Grade VERYPALEBROWN VERYPALEBROWN \ I es 1 Over Septic Tank Inlet;U,and Outlet;D-Box,and one leaching Chamber. �D.SAND MED.SAND c f All covers am to be maximum 18"for concrete or 24"Cast Iron. PERC TEST n.o c � 25 GALLONS GONG LV 9 MIN. 7.Septic System to be Installed in Accordance Whh 310 CMR I S.00& t PERC RATE<2 MQJ/Er(LTAR-0.74) 0 ! 10 248 CMR 1.00-7.00 Latest Revision and the Town of$arnstable NO GROUND WATER BNCOUN7FRF.D NO GROUNDWATER ENCOtMERED b i I r Board of Health Regulations. �l L l 8.All Piping to be Sch.40 PVC. 2�• s "� `� PRQPIOSED 9.D-Box Shan Have a Minimum Inside Dimension of 12",and a Minimum TEST HOLE-3 EL,23.0 TEST HOLE-4 EL 23.0 I �� \ �L S TIC Sumpof6'. 10. tic Tank Shall be a 2,000 Gallon,with 2 Compartments. AE L,IYER 10YR 313 - AE LAYER loYR 7!3 I Lot B� ---- �` rA J( DARKBROWN DARKBROWN IArea 24,160f SF -2 '} , 7be First Compartment Shall Have a VolumeofNot Less Than 1 - SAIVDYLOAM zz1 SAIYDYLOAM S ! i I 1,320 Gallons and the Second ofNot Less than 660 Gallons. SLAYER 1oYR sib'. B LAYERaOYRM. 1 I i^V St orr's The Compartments Shall be Interconnected bt•a Minimum 4"0 YELL0A7SHBROWN: YELLOWISH BROWN. r d:-' Vented Inverted U- 26". LOAi,rtsa iv. 08 za":.. .: toAMYsva,. 2Lo i D!$1VEWA'1' I • �r Shaped Pipe with a Gas Baffle on the Outlet tt.'ti'tn: /^`1� 1 CILAYF-RiOYR618 CILAYERIOYR64 1 f / 11.77te Separation Distance Between time Septic Taalc Inlets and BROWNISH YELLOW BROWNISH YELLOW Outlets Shan be No Less than the Liquid Depth_Inlet Tees Shan Extend VED.SAND MED.SAND 1 -s I a Minimum of 10"Below the F,'ow Line.Outlet Tees Shall Extend 19" PERC TEST 20 C7 LAYER lOYR 7!3 I QSED t' -,•4- is 25 GALLONS GONE LV9MIN. VERYPALEBROWN C?OP ,y ,- �� Below the Flow Line,and Sban be Equiped With a Gas Baf lei 4 CRATE<2 MEJ/7N rAR-0.74 6 MED.SAND Gl-$QX C2 LAYER 10YR 7/3 f 4� VERY PALE BROWN I \ r { / V1lirt ivy ! MED.SAND 0 I t) _ .•O SRO. S.A.S. NO GROUNDWATER EN NO GROUNDWATER.&\COUNTERED i 1 SITE PASSED f 50'-6' DESIGN DATA t j 1 - Single Family o ' / :. . '' -6 Bedroom Q 110 GPD ! �:1 10OX RESERVE ;' .e" No Garbage Grinder /y\`1� / 2�• Total Daily Flow=660GPD Use a 2000 Call Compartment Septic Tank i ' LEACHING AREA i TAR)-892 " -� --10"t50'6")2SI3equired Finish Geode ,_ f �,•' 660 GPD/0 74 N 75 5 20 E --- Sidewall-2(12' - - -- _, Bottom Am-(12.10"x 50'-6")=647 SF 3'Mwr ,a! h� !I- i ,1 =It 263.42 78M_ e, ave' Totai Provided=900 SF 9" Min EL 20•8 Compacted FaI F,7tri Fabric LEACHIlVG CHAMBER DESIGN I/a Rd/r Sea View A ve n u e An 0Gai.oeaching ham Use Pea Stone � 5-500 GaL Leaching Chambers in a H-20 3/4' - t 1/2' 12=10"x 50'-6"Double Washed:'tone Field as Sbown. LEACHING Double Washed ` CHAMBER Stone edge pave 12'-10I a' - r- cb/dh CROSS SECTION OF CHAMBER fad N 75'05'20" E ••98' .! ; 50.00' NOT TO SCALE Legend: 90, fnd Lot 4 0 c Cedar Tree o y c's F �, See Note 6(tip-) FG EL 24.00- - •Fina�Foundation To Be Deciduous Tree c a o a+o 0.20" lea C il- Flow EQuBizers EL. 20.2 �- As Requ,:,ed w1�.+ Installer To 2000 Cohan Coniferous Tree Y ro Any� 1' s�ronknt T92-LL 1= ff-20 4 H-20 S Light Post SEE WIF 70& 11 Bon es Leeching 20 To 8e fastened a. chamber L Wetlond Flag NOTES: :2 a e a,ra reo- G O Concrete Bound rnspecGen Port. It 6;counterad Ramave lteptaea: 1) Datum used is NAVD '88. a Barrels Ale Uns6,166 s6U"A 3 or Guy Utility Pole 2) Structures were located using conventional �� ZH OFP,4 Sc as Pa rue s The,Over 1+axrtetsr,otSystem ELL surveying methods. o qyNo -OHW- Overhead Wires s JCI itJ`'' U� Per rest Hole 25 Elevation Contour 3) Property line information shown was � VIA L) PED PROFILE OF SYSTEM complied from available record information. r ,.# r FCLi«ndwater -- S . - Underground Utility Line 10 .481fa NOT TOSCALE Per r0.0. Steadord /OPiAt -"�'\\a T1TLE: Site Plan PREPARED FOR: PREPARED BY f-q Proposed Im rovinents Alliegro Engineering & AtV Consulting, Inc. 202 Sea View A venue (508)428.3344 • P.O. Box 659 • 7 Parker Road, Osterville, MA 02655 Bamstable (Osterville) MaSS. Draft: CTR��suilivanengin.com • www.sullivanengin.com OS terVill a 20 0 10 20 au so GATE: April 4, 20�6 SCALE: j„`20t Review: JOO p Pro j. # 28009