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0437 COTUIT BAY DRIVE
q3 r7 i �ix� �—s�eo�..m.o,.: .� __„"�,�:am._-_ •_,�d.:..:mtw��.....—..._.wry®v�t�ra�t - t� /uo AV. y Fy ..7i1 1 f 1, ' s - � t t ' t i CAPE CO® INSULATION 1111A OIAll 51AM1111 /1AAY10AM IYIYIN010 . IAII( OYIIIiI IN IYlAlION f1i{IN01 1-800-696-6611 �' Town of Barnstable Regulatory Services Building Division 200 Main St Hyannis, MA 02601 Date: �131.119/7 Dear Building Inspector Please accept this Affidavit as documentation that Cape Cod Insulation, Inc, performed.& completed the insulation and weatherization work at the property listed below: Cape Cod Insulation did this in accordance to the specifications listed-on the building permit application, All work has been inspected by a certified Building Performance .Institute '(BPI) inspector. All work preformed meets or exceeds Federal & State Requirements, Property Owner Property Address Village Insulation Installed: Fiberglass Cellulose R-Value Restricted Unrestricted Ceilings ( ) (k) O ( ) ) Slopes ( ) ( ( ) ( ) ( ) Floors X) (15—) Walls ( ) ( ) ( ) ( ) ) �N 2►^ GVo r k FP r r0 r1+r e01 --/i,tC�4 Sincerely 2Hry E ssi r, President Ins ation, Inc, TOWN OF BARNSTABLE BUILDING PERMIT APPLIC 'ION Map Parcel 6 �'{ Application # � Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic -.OKH _ Preservation/ Hyannis Project Street Address Village rd u/ Owner 1;1, /�/ Address �rr9t� Telephone _�4 D G !� Z O Permit Request 2d// /Z /3 �%9L�c� /,/�i S �U 33rG se Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Y) Construction Type / /i el Lot,Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. ZF Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) CD C> Age of Existing Structure Historic House: ❑Yes ANo On Old King'i•Highway:Q Yes_`ANo Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other ' �n Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No. Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# I Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 141 Gr9d /6/iQU//�,'i A Telephone Number Address l /7�L�1��i.y� �i/'I� License# /Od Home Improvement Contractor# Email i o Co Worker's Compensation #1i e7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. _ ADDRESS VILLAGE OWNER ` DATE OF INSPECTION: FOUNDATION FRAME - = INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING loll . ` DATE CLOSED OUT %` ASSOCIATION PLAN NO. i S To wn of Barnstable Regulatory SeiTices • sanvsree� • Richard'V.Scat,Director R"di ag Division Tom Perry,Building Commissioner 200 MaiLL Street;Hyanais,MA 02601 %rvv w.towa.barnstable ma us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete-and.'Sign This Section. If Usine Builder a 164; ,as Owner of the subject property I hereby au diorite v 4. to act on my behalf, in all matters relative to work authorized by this building pemlit application for LI 37 C p u��� . B aY r,v2 {Address dj6b.). *"Pool,fences and alarms are the resporisibility.of the applicant.Pools axe not-to'be.filled or•utilized before fence-is installed and all final inspections are performed and accepted- - nature of Owner Signature of.Applicant V iitt Name Print Name Date QT0RMS:O%VNF..RPERbtISSION P W TS The Co»Imonwealth oflllassachuse its Department of Inrlustriral Accidents I Congress Street, Suite 100 Boston, MA 02114-2017 �' iVWW,mass,go v/�lirc :f• 11'rorkers' Compensation Insurance Affidavit; Builders/Contractors/Electricians/Plumbers, Applicant Information TO BE FILED WITH THE PERMITTING AUTHORITY, ' Please Print Le ibl Name(Business/Organization/Individual): e". ��� y Address: ZE_ /'. ' 2 --- ' City/State/Zip: / G �. /�� 2 Phone #; Are you an employer? eck the approprlate box: Type of project (required): I.Z-t am a employer with .�✓ employees(full and/or part-time).' 2.[]I am a sole proprietor or partnership and have no employees working for me in �' ❑ New construction any capacity.(No workers'comp, insurance required,) V"(] Remodeling 3.❑1 am a homeowner doing all work myself i y [No workers'comp. insurance required.)t 9• Demolition i 4.]1 am a homeowner and will be hiring contractors to conduct all work on my property. (will 10 [] Building addition ensure that all contractors either have workers'compensation insurance or are sole proprietors with no employees: 11.(] Electrical repairs or additions 5-CDI am a general contractor and l have hired the subcontractors listed on the attached sheet, 12.❑Plumbing repairs or add ifions These subcontractors have etnployeos and have workers'comp. insurance.) 13.[]Roof repairs i 6.p We are a corporettbn and its officers have exercised their right of exemption per MGL c. 14,([9 152,§1(4),and we have no employocs.(No workers'comp, insurenco required.) ,Other / Any applicant That checicabox NI must also till out the section below showing t heir wor Homeowners who subm kers'compensation policy information, —'� r ifZhis affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.T' IContraclors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp,policy number. l ant an entployer that is providing workers' compensation Insurance for�rry employees, Below is l/te policy and job site information �— Insurance Company Name: �2 Policy#or Self•ins. Lic. Expiration Date: _ �.l Job Site Address: Attach a copy of the workers' cvmpt nsatio Policy declaration Page (showing ityhetatepolicy Zt _p: iv2 � L Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable. by a fine UP expiration $tl 500 00) and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine Of UP p to$?.SO.OU.a day against the violator. A copy 60his statement may be forwarded to the Office of Investigations of the DIA coverage verification. � for insurance I rlo hereby certify under the patlls liltrl percalttes ojperfrsry that the lnformallon provided above !s true and correct, Signature: Phone#: Dat Official use only. Do41ot write In this area, to be completed by city or towrt offlclal City or Town; Perralt/License # Issuing Authority (circle one); 1,Board a(Health 2, Building Department 3, City/Town Clerk 4, Electrical Inspector 5, Plumbing Inspector•T 6, Other Contact Person; Phone#; CAPECOD-27 DEATON A`CORO- DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE . 7/29/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT g NAME: 434 e e 1 Gray Insurance Agency,Inc. PHONE E t FAc No):($77)$16-2156 South Dennis,MA Ozsso AIL a DRESS:mall@rogersgray.com INSURERS AFFORDING COVERAGE NAIC I/ INSURER A:Peerless Insurance Company INSURED INSURER B:SafetyInsurance Company 39454 Cape Cod Insulation,Inc. INSURER C:Endurance American Specialty Insurance Company 41718 18 Reardon Circle INSURERD:Atlantic Charter Insurance Company 44326 South Yarmouth,MA 02664 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBRI POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVQ POLICY NUMBER MM/DD/YYYY MMIDD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR CBP8263063 04/01/2016 04/01/2017 DAMAGE TO PREMISES RENT manta $ 100,000 n MED EXP(Any oneperson) $ 5,000 PERSONAL 6 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JECT LOC PRODUCTS•COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY Ee COMBINEDJden SINGLE LIMIT $ 1,000,000 B ANY AUTO 6232707 COM 01 04/01/2016 04/01/2017 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ $ X I UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 2,000,000 C EXCESS LIAB CLAIMS-MADE EXCl 0006635001 04/01/2016 04/01/2017 AGGREGATE $ DIED I X I RETENTION$ 10,000 Aggregate $ 2,000,000 WORKERS COMPENSATION I PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER D ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WCE00431902 06130/2016 06/30/2017 OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ 1,000,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 Ii Yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Workers Compensation Includes Officers or Proprietors. Additional Insured status is provided under the General Liability and Auto Liability when required by written contract or agreement with the Certificate Holder. CLEAResult,Eversource and National Grid are listed as Additional Insureds on this policy on a primary,non-contributory basis. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rinhta rAAArvArt Massachusetts Department of Public Safety Board of Building Regulatlons and Standards " License: CS-100988 Construction Supervisor ' HENRY E CASSIDY. 8 SHED ROW '•.. L I . WEST YARMOUYH W W 1 &', Expiratlon: Commissloner 11/11/2017 Office of Consumer Affairs and Business Regulation 10 Park Plaza ' Suite 5170 o Boston, Ma , NN �,ousetts 02116 Home ImprovemeAM91hitractor Registration Type: Corporation Registration: 153567 Cape Cod Insulation, Inc Expiration: 12/14/2018 18 Reardon Circle So. Yarmouth, MA 02664 - — r T flit A/ —� Update Address and return card. Mark reason for change. 3CA 1 to 20M-05/11 .___------------ •--------------- --------------�-•��"'z"5--� �tr421S4:�1—I�1 C.w.�ln�^321:f-��f1.4F�1'�--_ ..... &2e Vomrmwauaea&/c o1Q4&adac1b oee2a Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only T,§`pe Corporation before the expiration date. If found return to: '`Registration Expiration Office of Consumer Affairs and Business Regulation ~ — 10 Park Plaza-Suite 5170 1 -=' 13 6� 12/14/2018 Boston,MA 02116 Cape Cod Insulatij !='t e Henry Cassidy �,, zj 18 Reardon Circ i 2 So.Yarmouth,MA.:�t24a =�'" Undersecretary Not valid without signature c E rc 1 f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# �'7 Health DivisionaQZ Date Issued /D - 4 —D Conservation Division 6,� �� ��� Fee 6/_6 D. - -sue, �©Tax Collector �,�f V� ® Application Fee O y Treasurer �.4� O� Planning Dept. �O Checked in By Date Definitive Plan Approved by Planning Board �� O Approved By Historic-OKH Preservation/Hyannis Project Street Address T co I�� Village C CY-rc1 1 -T— Owner Z c14d� C Address Telephone Permit Request 6 t24 4 N--b 'S-W 1 Val A 11 Q G- Po �. . Square feet: 1st floor: i�g. - ropose 2nd floor: existing proposed Total new \ialuation r.)2, 00n Zoning District Flood Plain Groundwater Overlay 'yiponstruction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family X Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION NameA ��C��,S: Telephone Number 3 l o U // Address 1 +3 QP0QL CQ License# ® YW 0�1 t� PO Home Improvement Contractor# '32.-4 76 Worker's Compensation# 5-0o 1 3 2 9,0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 0 — "r FOR OFFICIAL USE ONLY PERMIT NO. DATE'ISSUED MAP/PARCEL NO. , ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME Z` INSULATION f FIREPLACE ELECTRICAL: % ROUGH FINAL PLUMBING: ROUGH FINAL ' j GAS: ROUGH FINAL FINALBUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r p, Town of Barnstable Regulatory Services Thomas F.Geiler,Director NAM �b 165 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-40S8 Yemiitno. . Date AFFIDAVIT HOME RV1PROVFN1NT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,addition to any repair,pr moingowner occupied Conversion, improvement,removal,demolition,or construction building containing at least one but not more than four dwelling units or to structures which aie adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. 2 �Q Estimated Cost J Type of Work: f Address of Work: inks0. Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied . DOwner pules own permit Notice is hereby given that: ED GISTEP- O� ERS•PUtLING THEIR OWN PERMIT OR DEALINME ADO NOT HAVE CONTRACTORS FOR APPLICABLE HOME 7MPROYE ACCESS C THE ARBITRATION PROGRAM OR GUARAN's'Y FUND UNDERMGL c.142A. SIGNED UNDBRPENALTIES OF PERJURY I hereby apply for a pennit as the agent of the owner: ( may,IR ti l6 �-�UB I �N— �QRegistration No. Date Contractor.Name OR Date Owner's Name - Q:forms:homeaffidav ' . •• 10/04/05 17:48 HOMEVEST MORTGAGE 5083986116 NO.634 D02 14/W-41 L17tJ5 J.I:Gb Aft POOL PAGE 02/02 uwtable i fir: Sob 790.6230 Q$iac: 508.8624038 - � owner MUSt • � �S. This Sectlau • If UsingBuilder m C?amner of the 5*lea pm=v hereby av�thore: (�oJ Ov to act on maybe , tilers feat"to woxk authorized bytbis bading P=*apocation for:Diu C6i"cti± QWcWos ofIob) ir S uatute Owner D : . CP4 Q Pot Name JliIIG�L C,�w' r ��f+ `7 i. �.+ ''•.JY� �� 1'F .` -AR%al, (`o Y Q 7P,}^ rR'?L 11," ►t'9 c: 00'.1 . P. .r~,mil 1 Wjr tk .. � r, - aYdG�K�y4,+•}.�M d�*��i'p�V�'r �}t,�S!YJ'�`�.�!Fri///f Vvi 1j ' °Lt+Gt'»',•�ifil'�e•j:':'i:•��FiY�i'1'G"dY'S7 � ! Uvt+•. } • � t��c��Asi'{);� :s'���'i��aG::..:t.,j"y�f'�`IJ 24�i 2 •� ,tt•,•,�' �Z''. •r ` � I jltii �.:^i�:f'�l , y N����y[, ,Y�y rl,. t.�1r p S��y �♦ } l , 1 O M 1 �d,�Y,4,1..II/,�t>:�_��.+.i1.1.�LW �/Nwt���!•r•'.Y{iK���.:�l.S:�l� Va`fA' � � , Y � i 1 �•a �.,t �;�>�l -mow, '"` ..�-•..b� 1 I "� , +"r ' r ✓die � : . uea�/ ,./���o�.zc,�zuaelta'R. BOARD OF BUILD IPIG REOULATIbN ;f ; License CONSTRUCTIONASUPERVISORt, i . Fr Number CS ;077899t"'.', Birthclate 08/28/1969 Expires 08/28/2006 Tr.no: 1450.0 Restricted: '.00:. TIMOTHY P RICE' 138 LUMBERT MILL,RD_.'; CENTERVILLE, MA'02632`. Commissioner " ✓fie �an�nwmurecrfC� a�✓�aaaaclucaeC�6 Board of Building Regulations and Standards License or registration valid for individul use only v�— HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: - _ Reg istration:...132476 Board of Building Regulations and Standards Expiration: 2/13/2007 One Ashburton Place Run 1301 Boston,Ma.02108 :Type::`Individual TIMOTHY RICE TIMOTHY RICE �c n�138 Lumbert Mill Rd.'" Centerville, MA 02632 Administrator Not valid without si nature g i TYPICAL INSTALLATION DETAIL ANGLE BRACKET '• ALL VERTICAL DIMENSIONS THREADED 3 ARE TO FINISH GRADE AND ROD 2' OVERDIC TAKEN FROM LINER BEAD TRACK (2) 5/8- NUTS 4" THK. CONCRETE DECK, SLOPE 1/4' PER ffREVERSE ANGLE FT. AWAY FROM POOL. MINIMUM SLOPE 1/2- PER FOOT VIEW AWAY FROM POOL FOR 10' ROD bETAI SHORT DECK BRACE ANGLE 14 CA GALVANIZED \ (OPTIONAL) STEEL WALL PANEL \ LONG DECK BRACE ANGLE 3/8 m A307 MD. (OPTIONAL) (1) BOLT IN ALL HOLES OF INSIDE ROW(NEXi TO POOL) AS A MINIMUN 3'-4' TURNBUCKLE ANGLE "'NOTE: OPTIONAL TREADED ROD DRIVE STAKE W/HOLES \ \ \\ �--• UNDISTURBED EARTH 2' BOTTOM / MATERIAL \\\\ o \\ \\ G' CONTINUOUS CONCRETE COLLAR NOTCHED SHORT ANCLE 2'x 8'x 16' PATIO BLOCK AT EACH PANEL JOINT AND CORNER FOR NOTE: BACKFILL TO BE SAND, GRAVEL LEVELING, AT OR OTHER NON EXPANSIVE MATERIAL CONTRACTORS OPTION ANSI/NSPI-5 1995 STANDARD STEEL EDITION BOCA CODE 1999 . Table 421 . 11 (2) Ks tow, J yn L l M I'll monsoon 11,11111mummosam L+. ,. t y �J�,�v . ,��.� ? - ,,',,,,�! tz�'o- F� °'"��'htJ'�\., - -- .e s r�-,aJfv a Ii,•fy � • } • - �° "l.ca T.t « t,f1 did' t ,.r �' '�"'•II_ `7a "�:5�. _- .�! �' �. » « �-,'ip fit; '� _ yr � t.',y ¢r.,-.• i.•^t,`•'sc d'." �.Iy �� '!`��`'G i° t r F F"��h r� • 7� 'l' �_ n i f !�• ,iL f �11111111111111111111111111 �� ..r iI,•lj ij 1iilliliHO Jill ._ _.t.�?tR ' �� C. 9 IM r �T r TAB. -0 .1 �2 $: �✓< �.�' . 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'7.`s�ra`! r;:ram. .,r�x���5 iA rM'�?,`� M!t4 �,�•L, .. i,u t GQ� t:';�x•u m.._ _ i i ETL LISTED G R I POOL ALARM ♦ETL Tested To Be In Compliance With Standard for Safety, CLOSED LOOP UL 2017, and Florida Building Commission Code Requirements, Per ETL Listing Number 3035022 ♦Exceeds Operational Requirements of�dodel Barrier Codes ♦Microprocessor Controlled ♦Monitors Entry to Pool and Spa Areas ♦Instant On Or 7 Second Delay Models Available 'r ♦Surface or Flush Mount Models • ��� � ♦ 15 Second Adult Shunt ♦Low Battery Alert Recessed Surface Mount ♦Built-in Back-up Battery Capable ♦May Be Hard Wired To Remote 12 Volt maximum 500 mA Source or To Plug In Power Source. Applied Voltage Must Not Exceed 15 VDC. The new GRI DOOR ALERT/POOL ALARM was designed as an aid for prevention of an unattended access to a pool/spa area by a small child. Monitoring all doors or windows with CLOSED LOOP magnetic reed switches,the DOOR ALERT/ POOL ALARM will sound an alarm should anyone too small to manage the adult pass thru feature attempt access to the pool/spa area. For maximum protection all moveable openings should be protected in such a manner by the GRI DOOR ALERT/POOL ALARM. ASSOCIATED ALARM SYSTEMS, INC. 1047 FALMOUTH ROAD HYANNIS, MA 02601 508-775-3442 800-322-3339 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t Map�` Parcel q g Permit# 1�19 9s7 1p, AHealth Division � 'd.i 11 4 c� Date Issued I �► 444 6 j SE?d iC 9YSTEM MST BE Fee 429-7,00�-Z �1��° Conservation Division ll"TA'ALLP®114 COMPLIANCt- Tax Collector WITH TITLE 5 Application Fees U V Treasurer o L6.1v I t�����`f!�E�lY�,L C� E 31.17 d 6 fie, 100 P w� Planning Dept. 'Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address 1-4 3 7 C®TL4 6 i a V L— Village C 0 ! LA 1 1 Owner D 6 fN-i%/ c, rk5 U Address L�� Ot-D 0'✓LA-51Z5a- PM 5'14013cc42\1 Telephone q 7y Permit Request oo f2 rni O vo7z 14(L A&C (Lc.Z�SG " 2 Cam -' �- CD < N Cn _ s> OSquare feet: 1st floor: existing proposed 2nd floor: existing proposed To`ta'I Hewn co n - Val- atio�on� C� �"t2 �' Zoning District Flood Plain Grou dwater QX 4rlayc �� r Construction Type NA/DUO Lot Size q 3, `7 J& S.F Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family & Two Family ❑ Multi-Family(#units) Age of Existing Structure I L7 3 Z-- Historic House: ❑Yes bfo On Old King's Highway: ❑Yes Lao Basement Type: �11*ull ❑Crawl ❑Walkout ❑Other 1 Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 3 new 0 Half: existing O new Number of Bedrooms: existing new 0 ,/ Total Room Count(not including baths): existing 17 new O First Floor Room Count 7 Heat Type and Fuel: &Gas ❑Oil ❑Electric ❑Other Central Air: Yes ❑ No Fireplaces: Existing '!.L New Existing wood/coal stove: ❑Yes 6No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:Axisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name E -�= �12 Telephone Number �© Address '7 51 269-10& /7RL- License# CS 07 6h'7 3 0g7-0-4. V I C_L t:� yo fk o 2��,S' Home Improvement Contractor# I Z9$/(0 Worker's Compensation# O o OO 33 l c) 5�- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE > Z/ FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ' M'AP/PARCEL NO. ADDRESS, VILLAGE OWNER DATE OF INSPECTION: FOUNDATION / y FRAME INSULATION B`f FIREPLACE ELECTRICAL: ROUGH FINAL d PLUMBING: ROUGH FINAL GAS: ROUGH FINAL'- ! ��,�5 FINAL BUILDING Cie- _90 4 a DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Regulatory Services Thomas F.Geiler,Director 9 .1. p ' Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type.o.f Work: Estimated Cost Address of Work: ���V f L4 I`r 14`J 2►✓6 . Owner's Name: 0 ft N C 057 Date of Application: Z o y I hereby certify that: Registration is not required for the following reason(s): E]Work excluded by law ❑Job Under$1,000 OBuilding not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name QIorms1omeaffidav .lapnnppsw.�r TableMul:(eoatiened) . "ariptive i'xdmges for floe and Two-Family Reddeetlal Snilding Heated tdth Feud Fugh' mimMAXfMUM um •HeatiaglCooitna pisdoo Ceiling Wall Floor Basement Slab .tilaz�g pesimetsr �Fm� =d�y' Arm!('/•) 11•value= R values A velue4 R valu2 RW&U R vabmT paeitage 5701 to 6500 Beanog Degese Days' Norasal 12'/. 0.40 38 13 I9 10 6 Q• 6• Normal . R 12'J. 0.52 30 -19 19 10 6. 858 S 12•/.' 0.50 38 13 19 10 NIA 38 13 25 NIA cnsat— U,.. 0.46 38 - NIA BS:ARM V:;.,: , :.,•15'/. : 044:. . 38 i9. .. 9 NO 6 H AFUS 4y • - 1S'!• 0°SZ 30 NIA Normki. g 18/0 032•' 38 1�: 23 NIA ms Noal 6 y 12% ' 0.42• 38 19: ZS N/A NIA 90 AFUE y .- •18% 0.4i 78 13 19 10 19 19 10 AA 6 90 AFU9 18% 0.50 30 1.-ADDRESS OF PROPERTY; _ —= .._.................. __... - Z° SQUARE FOOTAGE OF ALL EXTE 3, SQUARE FOOTAGE OF ALL'GtAZING: 4. %GLAzINQ AREA(#3 DNIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER FORE g,1y0LVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK VS FOR THIS INFORMATION. 3 -0 BUILDING INSPECTOR APPROVAL: YES: NO: q•farms-1980303a y o o S Cs7'a-i �? °Ti 4-'F. vv S f� I • r 780 CMR Appendix J Footnotes to Table A2.1b: lass doors, skylights, and + olazing area is the ratio of the area of moselconditioned space,but excemblies luding opaque doors)'to the gross wall basement windows If located in walls that en area,expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ftz of decorative glass may be excluded from a building design with 300 tf of glazing area. :After January 1, 1999, glazing U-values must be tested and documented by the manufacturer In accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U=values cannot be used. ' The.ceiling•R values do not assume a rased or oversized truss constaiction. If the insulation achieves the full Insulation thickness over the exterior wails•without compression, R 30 insulation may:be substituted for R 38 -— sulation aa�Ri3'8 fnsultt on niiay bi"�tibitituted'for`R-49=insulation: R x Ceiling alries mpresent the-sum•.o cavi In ty—•--• Qf.used).•For ventilated ceilings, insulating sheathing must-bq.placed between . Insulation' plus insulating sheathing the conditioned space and the ventilated portion of the roof. iue Do not include' •Wall R-values represent the sum of the wall cavity Insulation plus insulating sheathing'( �• exterior siding, structural sheathing, interior drywall.For example,an R 19_requiremeat could be met EITHER ex R-19 cavity insulation OR R 13 cavity insulation plus R 6 insulating sheathing. Will requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces (such as unconditioned crawlspaces;basements, or garages)-Floors over outside air must meet the ceiling requirements. o The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same •R=value requirement'as above-grade walls, Windows and sliding glass doors.of conditioned. bassments must be included with the other glazing. Basement doors must.meet,the door.U-value requirement described in Note b. The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. if the building utilizes elebtric resistance heating use compliance approach 3,4,'or 5.-'If you plan to'Install more than one piece of heating equipment or more than one piece of cooling equipment,the equiprrient with the lowest efficlocy must meet-or exceed the efficiency required by the selected package... For Heating Degree Day requirements of the closest city at town see Table J511a NOTES: a)Glazing areas and -values are max' aacceptable d d tabtelevels. 1 d �tural componentse mvlrmum acceptable levels. R-value requirerrients are for insulation only b)Opaque doors in the building envelope must have a U-value no greater than o 35.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table Jl.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(I-o,may l space wall component thanl0. two or more areas with c)If a ceiling,wall,floor,basement wall,slab-edge,or s P differenflnsulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R•value requirement for that component. Glazing or door components comply if the area-weighted average U- yalue of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 , Town of Barnstable Regulatory Services Thomas F.Geiler,Director %6'�' ►4�� Building Division �f0 HIA'� Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Oymer Must Complete and Sign This Section If Using A Builder I 0 C All 0 ,as Owner of the subject property hereby authorize �' L�G�v� jz' to act on my behalf, in all mat{ers relative to work authorized by this building permit application for: G/�7 CC)-rt rT 6A)+ 0It v& (Address of job) 1 -z/ o C/tign�aurleo Owner i3ate 6/1 C Print Name Q:FORMS:OWNEFTERMIS SION r �' Z��� BOARD OF BUILDING.RECv1ATiONS License: CANS Ittrb41 ftPE Numl Q 075573 1958" 0 Tr.no: 6768.0 ' EDMUND V LA 137 STURBRIDGt OSTERVILLE, MA Commissioner Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registratiorrm 12981.6 G�idual w EDMUND V.LAC EDMUND LACYt ` 137 STURRRIDGE OSTERVILLE,MA 02655 Administrator Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1302 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Friday, January 06, 2006 07:15 Build 141 File Name: Ed Lacey Caso.BCC Job Name: Caso Residence Description: Header at dormer over garage Address: 437 Cotuit Bay drive Specifier: I Bill Campbell City, State,Zip: Cotuit, Ma Designer: Customer: Ed Lacey Company:'. Shepley.Wood Products .Code reports: ESR-1040 Misc: 2 a 3 1 ';, ak +` i, h�:a, ` .; R ti,, < `� a di i? IS. i�.. E. .,n4?.e'er�.�.a�., �' .+_z •, € .,�.; 12-00.00 BO,1-3/4" B1,1-3/4" LL 210 Ibs LL 210 Ibs DL 1624 Ibs DL 1624 Ibs SL 1613 Ibs SL 1613 Ibs Total of Horizontal Design Spans=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% ; 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 12-00-00 0 psf 0 psf 01-00-00 2 dormer Unf. Lin. Left 00-00-00 12-00-00 0 pif 30 plf n/a 3 ceiling Unf.Area Left 00-00-00 12-00-00 5 psf 10 psf 07-00-00 4 Roof Unf.Area Left 00-00-00 12-00-00 15 psf 25 psf 10-09-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 10338 ft-Ibs 64.4% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 2950 Ibs 40.6% 115°% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U269(0:536") 89.3% 2 1 output as evidence of suitability for Live Load Defl. U508 (0.283") 70.8% 2 1 particular application.Output here based Max Defl. 0.536 53.6% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 15.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes, building Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions, please call Design meets Code minimum(U360) Live load deflection criteria. + (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®, BC FRAMER®,AJSM Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIMBOARD-, BCIO, BOIEntered/Displayed Horizontal Span Length(s) Clear S an + 1/2 min. end bearing+ SYS E M@,VE SIMPLE FRMING p - p g SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND-,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b —d—� L.L.C. t a .1 • a minimum 2" c= 5-1/2" b minimum=3" d= 12" Member has no side loads. �n . Connectors are: 16d Sinker Nails I'l a i Page 1,of 1 i Boisw Triple 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Rafter\R01 BC CALCO 9.2 Design Report-US 1 span I No cantilevers 1 12/12 slope Friday, January 06, 2006 07:23 Build 141 24"OCS Non-Repetitive File Name: Ed Lacey Caso.BCC Job Name: Caso Residence Description: Rafter over garage Address: 437 Cotuit Bay drive Specifier:! Bill Campbell City, State,Zip: Cotuit, Ma Designer.' Customer: Ed Lacey Company: Shepley Wood Products Code reports: ESR-1040 Misc: �12 12 1111111111111 � 1 �, 1 � 111 � ,ey 34s �.fi, 10-09-00 BO,2-1/2" B1,2-1/2" LL 133 Ibs LL 77 Ibs DL 1335 Ibs DL 908 Ibs SL 1287 Ibs SL 863 Ibs Total Horizontal Product Length=10-09-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100%: 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 10-09-00 15 psf 25 psf 24" 2 FB02 Conc. Pt. Left 04-00-00 04-00-00 210 Ibs 1624 Ibs 1613 Ibs n/a i Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 9739 ft-Ibs 67.4% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 2732 Ibs 32.9% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U187 (0.949") 96.0% 2 1 - output as evidence of suitability for Live Load Defl. U362(0.491") 66.2% 2 1 particular application.Output here based Max Defl. 0.949" 94.9%• 2• 1 ! on building code-accepted design Span/Depth 17.3 n/a 1 ' Installation of BOISs and E enginsis eered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material, building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 5-1/4" 2755 Ibs 49.4% 28.0% Spruce-Pine-Fir (8 ask questions,please call B1 Wall/Plate 2-1/2"x 5-1/4" 1848 Ibs 33.1% 18.8% Spruce-Pine-Fir 00)232-0788 before installation. BC CALCO, BC FRAMER@,AJSTM', Slope and Cut Length slope Facia Depth Horiz.Length Product Length ALLJOISTO, BC RIM BOARD- BCI®, Plumb Cut with Hanger to dbl.top plate 12/12 10-1/4" 10-09-00 15-09-11 i BOISE GLULAM1m SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM®, Notes VERSA-STRANDTM',VERSA-STUD®are Design meets Code minimum (U180)Total load deflection criteria. trademarks of Boise Wood Products, Design meets Code minimum(U240) Live load deflection criteria. L.L.C. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram �b —d a • • • N o � o c • • zz _ ,I e o 0 0 a minimum=2" c=3-1/4 b minimum= 3" 'd = 12" e minimum= 3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails i Page 1 of 1 r `c Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\171301 BC CALCO 9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday, January 05,2006 11:25 Build 141 File Name: Ed Lacey Caso.BCC Job Name: Caso Residence Description: FB01 Address: 437 Cotuit Bay drive Specifier:, Bill Campbell City, State,Zip: Cotuit, Ma Designer.`; Customer: Ed Lacey Company: Shepley Wood Products Code reports: ESR-1040 Misc: 11111111111111111111111111 • t M J,F, , W.� , � � 16-00-00 BO, 1-3/4" B 1,1-3/4" LL 53 Ibs LL 53 Ibs DL 526 Ibs t DL 526 Ibs SL 570 Ibs SL 570 Ibs Total of Horizontal Design Spans=16-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load(ceiling) Unf.Area Left 00-00-00 16-00-00 5 psf 10 psf 01-04-00 2 Screen porch beam picking u...Conc. Pt. Left 08-00-00 08-00=00 614 Ibs 1140 Ibs n/a. Controls Summary value %Allowable Duration* Load Case Span Location DiSCIOSure• Pos. Moment 8100 ft-Ibs 33.6% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 1120 Ibs 10.3% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U466 (0.412") 51.5% 2 1 output as evidence of suitability for Live Load Defl. U810 (0.237") 44.5% 2 1 particular application.Output here based Max Defl. 0.412" 41.2% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 20.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions, please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALCO, BC FRAMER@,AJS- Minimum bearing length for B1 is 1-1/2". ALLJOISTO, BC RIMBOARD rm BCI@, " Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ BOISE M@,VE I _ SIMPLE FRAMING 1/2 intermediate bearingSYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRANDTA4,VERSA-STUD@ are Connection Diagram trademarks of Boise Wood Products, r►{b d— L.L.C.. a o o c e o O a minimum=2" c= 5-1/2" b minimum=.3" d= 12 e minimum= 3 Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of.the member. Member has no side loads. Concentrated loads are not considered in side load analysis.` Connectors are: 16d Sinker Nails �.. Page 1-of 1 a BO1SE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1303 BC CALCO 9.2 Design Report- US 1 span No cantilevers 1 0/12 slope Thursday, January 05, 2006 11:32 -Build 141 File Name': Ed Lacey Caso.BCC Job Name: Caso Residence Description: Header for living rm slider Address: 437 Cotuit Bay drive Specifier: Bill Campbell City, State,Zip: Cotuit, Ma Designer: Customer: Ed Lacey Company:; Shepley Wood Products Code reports: ESR-1040 Misc: 4 3 1 +f>'�,4ir NM' >K��Y.�fi'�ari�v5 ,� � 4 ,c4.'l,.,t✓ 5"v�4 .,r�Si..s- aTM ,.. "S '..a r : < 12-00-00 BO, 1-3/4" B1, 1=3/4" LL 480 Ibs LL 480 Ibs DL 336 Ibs DL 336 Ibs SL 240 Ibs SL 240 Ibs Total of Horizontal Design.Spans=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 12-00-00 40 psf 10 psf 01-04-00 3 attic Unf.Area Left 00-00-00 12-00-00 20 psf 10 psf 01-04-00 4 Roof Unf.Area Left 00-00-00 12-00'00 i 15 psf 30 psf 01-04-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3168 ft-Ibs 19.7%, 115% 2 1 - Internal Completeness and accuracy of input must End Shear 904 Ibs 12.4% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U877 (0.164") 27.4% 13 1 output as evidence of suitability for Live Load Defl. U1286(0.112") 28.0% 13 1 particular application.Output here based Max Defl. 0.164" 16.4% 13 1 on building code-accepted design Span/Depth 15.2 n/a 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide. Design meets Code minimum (U240)Total load deflection criteria. or ask questions, please call Design meets Code minimum (U360) Live load deflection criteria. ; (800)232-0788 before installation. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALCO, BC FRAMER@,AJSTm Minimum bearing length for 131 is 1A/2". ALLJOISTO, BC RIM BOARD- BCI@, Entered/Displayed Horizontal Span Length(s) = Clear Span +-1/2 min. end bearing+ BOISE GLULAMTM' SIMPLE FRAMING 1/2 intermediate bearingSYSTEMS,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRANDTTM,VERSA-STUD@ are Connection Diagram trademarks of Boise Wood Products, b —d. L.L.C. 1 a c , a minimum=2" c=5-1/2" b minimum= 3" d = 12" - Member has no side loads. ti Connectors are: 16d Sinker Nails i a Page,1'of 1 BOiSE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 BC CALCO 9.2 Design Report- US 1'span i No cantilevers i 0/12 slope Thursday,January 05,2006 11:26 Build 141. File Name: Ed Lacey Caso.BCC Job Name: Caso Residence Description: Structural Ridge in Screen Porch Address: 437 Cotuit Bay drive Specifier: Bill Campbell City State,Zip: Cotuit, Ma Designed: Customer: Ed Lacey Company: Shepley Wood Products Code reports: ESR-1040 Misc: �0 12 r � d'l. 09-06-00 i BO, 1-3/4" B1,1-3/4" DL 614 Ibs DL 614 Ibs SL 1140 Ibs i SL 1140 Ibs i Total of Horizontal Design Spans=09-06-60 Load Summary Live; Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 09-06-00 15 psf 30 psf 08-00-00 Controls Summary value %Allowable Duration Load Case Span,Location Disclosure Pos. Moment 4167 ft-Ibs 26.0% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 1435 Ibs 19.8% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U842 (0.135") 21.4% 3 1 output as evidence of suitability for Live Load Defl. U1296 (0.088") 18.5% 3 1 particular application.Output here based Max Defl. 0.435" 13.5% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 12.0 n/a 1 ! Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (U180)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U240) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALCO, BC FRAMER@,AJSTM Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIM BOARD-, BCI@, Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ BOISE TM SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIM@, Member Slope= 0, consider drainage. VERSA-STRANDTM,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. b —d a T. c a minimum=2" c= 5-1/2" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails PageTPf1 I li 11 1 I 11 I 1 � if If I I ,IIIN tl'1 I' If I I Ir 'I IIX I ! II fill 1, 11 11 11 1, 11 ', _ _ a s ,1 , f 11 ifII f;= _I if II1! t1 II Ir II !I I' I'll II I � I' 'I fill if I III (x I1 LA if I, 11 1' li 41 11 i, Ilf� II I� � if if fl 1+ It 11 1{ II ''ll II � 11 �II� it fl II'�11 I' fl iN' II I1�II 1 li 11 II I If --•- II'pit f' f� G. I' f, 111Il.if t,l ii 11 f, rIf I - Ifl It 11 ID � I £OD 30 Z00 •89Yd 0969-8Z0-805-T :01 DLL[-TL£•-8L6 iiirot[3 Nd ZZ!O 900Z/6/T jI- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II II II II 11 II II r II II I ! II II O1 II � 4 p EM I I is I II � i I = I - '1= =1 = -T.t = I I III I I II I nl II r1 I rl I �I i� I 11 ALI W 1 NA III 11 �I I� II rlv Ir Ir II IIIINP I II II I ! I II I II III I I I �` IIII II II 11 II �� II II II IIII I I �y I l'//v�� I II I I I1 � I 1 1I II1 I I ��, ��i•L� �—��: (o I I Ali 11 II II I II I I I II rl III I I ! - - - - - - - - - -- - - - - - - - - - - - - - I - - - - -� I I I Ae I I I I I ! I I r of I I ...IIII Il:�n I I i 1 ja i t IIII;or I /�,y� 7 •�-� - LI - - - I I � J� 1 0 W II m II o Rick Eitler �., Merili Comeau SKI - 30 ,��y I 1 W Architect Te1978-371-1774 Fax 978-371-1996 Intenors II Project ZIOTWI-7 Drawing K ft Date Revs I , Scale tt Sheet of I r Y ? Lw� Soq- 7,7t- 12C (2) 1 3/4 x 9 1/4 LVL RIDGE BEAD TRIM FLAT ROOF RAFTERS FOR 1/8`' HICH SIDE TO SIDE HEAD OFF FOR FLAT ROOF RAFTERS BEYOND I POST OVER TRIPLE LVL HEADER I I SUPPORTS RIDGE BEAM — — — — — — — — — — —IL — — — — — — — — — — -e—(3) 1 3/4 x 9 1/4 x 16' LVL HEADER TRIMMED TO 8" WIDE--t> CONTINUOUS (3) 2x10 HEADER TRIMMED TO 8"WIDE co co o z a o � w o r- can a � H =1 4 Z [p cD TREX DECKING 2z8x1 P.T. HU J TS @ 6"0. . SOIJ BLO G 0 BEAM . (2)P.T. 2x8 JOISTS W/P.T. SPACERS 6x8x16' P.T. GRADE BEAM SCREEN ENDS i a 12"O 3000#CONCRETE Phi W/BIGFOOT BASE BEARING ON I I I UNDISTURBED SOLI 4' Mlq� BELVW FINISHED GRADE, TYP. I I I I I I I I PORCH SECTION CASO RESIDENCE 437 COTUIT BAY DRIVE ti COTUIT, MA DECEMBER 30, 2005 , SHEE F 1 RICK EIFLER, ARCHITECT, 978-371-177 n 1 A 0 ,� I EQUAL LUAL EXISTING DORMER NEW DORMER RIDGEVEN +(� T 0U£P S/B p 1STIAfC Rp . , x Rny�s RIDGE MATCH EXSTING SAVE DETAIL W/CONTINUOUS SOFFIT VENT CONTINUOUS (2)2x8 HEADER OVER WINDOW OPENINGS (2) 1.75 x9.25 LVL HEADER BELOW 12 WINDOWS CARRIES NEW DORMER 1 ROOF LOAD TO DOUBLE LVL RAFTERS FWL x EXISTING FLOOR JOISTS&INSULATION 'D GARAGE SECTION @ NEW DORMER CASO RESIDENCE 437 COTUIT BAY DRIVE COTUIT , MA DECEMBER 30, 2005 SHEET 1 OF 1 RICK EIFLER, ARCHITECT, 978-371-1774 n I 15'-fT" 1 EXISTING FOUNDATION WALL P.r2z8 LFUGR GAGGED EXITING FRAMING 'l {!! !1 G*p.JO T HANW?Si TQIBE CO ►ATABL�W/R1T. LUIti ER ! I I! { I 1! II! =I {I { ! I III ai it II ! II it I II 'It ! I I! ! EXISTING FOUNDATION WALL ! J N 1111 II Uo I! i{ II i! !! II !! II li II II11� Ia o NIII at it 11 I! 11 II i! it I !I !Ilia_ � I it I{ I 11 II II N II � II _-D rl II C8I1 II !! !! _}I i !! it I \!I - I - - - - - - j 12"0 3000#CONCRETE PIER W/ BIGFOOT BASE BEARING ON UNDISTURBED SOIL 4' MIN. BELOW FINISHED GRADE, TYP. 1 - PORCH FOUNDATION CASO RESIDENCE 437 COTUIT BAY DRIVE COTUIT, MA DECEMBER 30, 2005 SHEET 1 OF 1 RICK EIFLER, ARCHITECT, 978-371-1774 . 0 1 a a ►Z .. r.�• '� t..t•f:"'C i+ �_: tiw I. w 6..,. s 'ti'rw;+s-t-r, .. .�'✓ r .y P`oFtNe►o,,ti� The Town of Barnstable 3 BARNSTABLE. MASS. a Department of Health Safety and Environmental Services 9 0 'EnMP�° Building Division 100 Main Street,Hyannis,MA 02,601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection - mw,e Location H 37 C bA-�A Bm,, IJe-- Permit Number 97V Owner Builder . i One notice to remain on job site, one notice on file in Building Department. I The following items need correcting: C/ �� rt J 10 A3r3�A t r w a y S i i 1 r {3 oGM a eh ►&q3 v 3 03 0 �rcJo. �ecJfro(>- rwo - C� 2 Oc . +� ��tz& 5 2;1 FccoPS BSGt7'®r6 [o P'Cri C e r- 64 Ze� )a O & 4 o " i Please call: 508-862-4038 for re-inspection. Inspected by Date (NE� The Town of Barnstable`Op 10�� O„ BAR ASS. S,';- E. MA • Department of Health Safety and Environmental Services ' 2679• �0 p�Fo MAC a Building Division I 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection /`!���l/l CC r i�'��{l�f�G`�i' C'aJ Location L13 7 o7 6o-,t,, Permit N � r Number Owner / Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: 1 L(Z A 7(o A) 1 D G w 4 S- s I `± ��> l Please call: 508-862-4038 for re-inspection. Inspected by Date is Vq • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map D,SS Parcel r Permit# - ,-'Health Division c1` _6 q Date Issued 9 /Conservation Di ' • n m A4 9%11 Fee S o0 Tax Coll /Treasur �' q -Ptarrrrtrrgfjept. - , 1)aMrDe1tn1t>'vuPlan Approved by Planning Board H' nt5T6 c-QKH Pr-eseryetien ftannis Project Street Address t Village ' Owner C0_-GG-HLJ4L) .'Address W-"2 607viT &W ))4 Telephone Permit Request RLTAw✓Vy- oL-D /0-rrb-z-) EDVr--f-( If D N1�w Aa-BSsvria- T7zuWl—drD Dry 5/f k 641- s` .2c Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Cost 12,00e 00 Zoning District Flood Plain Groundwater Overlay Construction Type 4g* 6WwtBL2,e_rC - Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. j Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure /0 'Historic House: ❑Yes Flo On Old King's Highway: ❑Yes, ❑ No Basement Type: AFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Cl new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use ' BUILDER INFORMATION Name-6B-679.mT LJ 477hfA-1— --MT:7 Telephone Number S'M 0'4e—03 -3 Address=_ H1�-H S7— License# DS i 6 4 0 tc. P�TF ff}wl W! — Home Improvement Contractor# 1024©, 6 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL'BE TAKEN TO SIGNATURE DATE _ 5 /ft FOR OFFICIAL USE ONLY 1r PERMIT NO. DATE ISSUED - - - MAP/PARCEL NO. _ ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME Y INSULATION ` FIREPLACE ' ELECTRICAL: ROUGH FINAL 3 . I PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING , DATE CLOSED OUT + ASSOCIATION PLAN NO. essor's map and lot num ,tic iv.* P4L......................................... THE TOE wage Permit number ... ..9...1R........... ............................ Amik me& House number ....* el—q 7 WW MU& LE, ................................................................... VAM MU 5 1639- RON , MAL CO TOWN OF BARNST ULATIONS BUILDING INSPECTOR A d APPLICATION FOR PERMIT TO ........... Al T.......P=Y.. Kf..... ............................. ...... %.r. ............................................................. TYPE OF CONSTRUCTION ................S, .......... ................ 0 T THE EC dF BUILDINGS: "' lNgk"' 4k The undersigned hereby applies for as permit according to the following information: Location .... ............ ...............COIA .......%.o........... ..................................................................... Proposed Use ........ L/........ ..........................................................I......................... ZoningDistrict .........................................................................Fire District ............................................................................... Name of Owner AAJe>..... Lq.op.!Ieta...........Address ...?.:ZQ....... S1......... Nameof Builder ......................... .....................Address ......................................I...I........................................... .Name of Architect ...k.K....... ..............Address ........ ......... ......................... Number of Rooms ............ ...............................................Foundation ......�>.e t.....C.C. . ................ Exierior ...................................Roofing .........A'5.otk!* ................................................ Floors ........ ..........................................Interior ......... ..................... .... .. ............ ................. Heating1Plumbing- ............ . .......................................................... Fireplace ............. .............................................:..................Approximate Cost ........ ................................... 'Definitive Plan Approved by Planning Board -------------------------------19------- - Area —777--... Diagram of Lot and Building with Dimensions Fee ... .......... .............. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the dTown BWarnstabl egarding the above construction. .. . ....... ............................................. Name . ...... ............................. Leonard, Charles W. 2.2894. Permit foro......Wa..SW single„faM l d . ... y.. welling. ................. r,- 4,37...Co tui t,..Bay.Drive...... Location ............... ................:..............Jcauit.................................. Owner ................Chart.e.$..W....ieC7 ard.......... Type of Construction frame............ ................................................................................ Plot ............................ Lot .............80............... e Permit Granted March 9 1 q 81 ......................... Date of. Inspection .....................Z4. ... .19 9l Date Completed ./-kn j&................... 19%i PERMIT REFUSED T 19 .. .....0 !— ............................................... m...... ......................................... ..r. .. . ........................................ I ...... . ............................................. _ 4D ® � m Appr . ' ................................. 19 e- AAt ............................................................................... F: 0'ov K 60 le N 74-4- CO 00 CoTv rr `�A,Y JV16 • ,�7•�r RiCYAAi' g�'�.�a�., _ ' LOCATIo*t-J rr SC LC i4 GCS T>A:T, = I CGZZTIPY Ts4A'r T14r-- io�1 suotivu PLA�.I R�>=c�'E�.1GE t••11r$EM$4 COAAPLYS WIT" TWG 51VE.t..IWE Aura 'SET$ACK RC-QUIIZEMa"TS DF TNT ITOWw o� �z►.Kr�►3c-- 610Terr4Q • REGl5Tt1Z�D LA6.1» SI�I'v6Yo2S THIS VLAN IS LIOT BASES ' v�-1 AN OSTEP`VILLC o /IrCa•S4. /IIJy'rytJMEW SU�VG�{ ¢ T:At= orc' rrS 41-lo u> APPLI CA.►J'T.` I �� e�Lz u5to ro oerc.zM,W - LOT �IWE:s C�l a2t 6 LE�r�lA . Assessor's map and lot number ...... 5 7 .:! ................................... sINE Sewage Permit number ........................................ 33ARIF9TAIILE, House number ...........4...... MAOIL ...................................................... Cb 40, 1639 MAY TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT.TO ......... .. ..... .. ........ .............................. TYPEOF CONSTRUCTION ................ ............. .................................................................. I C 711 I ........................... ....................192.... . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a ....... ... permit according to the following information: ..... .. ... .. . .........................*................. Location .... .............. ....... ..............jc-4�i3n...... ........Proposed rop sed Use ................. ............ Zoning District .............Fire District .............................................................................. C) ...... . ... .......... Name of Owner . ...........Address ..................... ... .....!�� Nameof Builder ....................................... .............................Address .................................................................................... IN ..-) I . / 11, "'I --:,:I k.Y.441.1.�.......................... Name of Architect ...J�L-X....... ..............Address ........ .... ...... .... ..... . . Numberof Rooms ............. ...............................................Foundation ...... ...... ................................ Exterior ...................................Roofing ......... .............................. ...................... Floors ........ "4- .( ....::...........................................Interior ............:>J:1�................ . ..... ................................................................. V Fiectin '.�t!fA.......Plumbing ...................g ..... ...................................... ............................................................... Fireplace .............7-4...............................................s..................Approximate Cost ........I ................................................ Definitive Plan Approved by Planning Board ------------------------------19--------- Area ... ............................ Diagram of Lot and Building with Dimensions Fee .............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 710 -j I hereby agree to conform to all the Rules and Regulations of the Town of;BarnstablAgarding the above construction. 14 Name ............ -:1................................................ V Leonard, CharleJW A=55-48 No .....2A9.4. Permit for .........MR..S.Wry........ .:........s11clg e Jamil y..dwellimg..................... Location .........437..Gotha.t..Aay...Drive............ ......................Cotuit........................................... Owner ..........Chax.IeS..W....L,eOxiarJd................ Type of Construction ............frame................... Plot ............................ t ...........#80 .............. Permit Granted ..:..March..9......... .........19 81 Date of Insp ction ....................................19 Date Completed ......................................19 PER IT REFUSED ...............:.............................. .............. 19 .................... ';I...................... ............................................................................... ............................................................................... Approved ................................................ 19 ................................................................................ ....... .. ..... .................................. .... i • F lAiO'O" 8D k nn i 33 f . QD N) 37 25oo (25'�c� It -- ovii c z—rt' tED pL�T Pt_..lyt�l LOCATIM4 I r Sr-ALC ('4 GCS T6>:rt_ Is CI;RTtFY -r"AT' TINE v aTtotilSuo�vu tPt-a►� TZ�F'c�Ef.IGE Wr-- ZQCW COAAPLYS W ITI-1 THE 'SIIIE.t_t�1= AND SET$ACK WE-QuItZEMef,4TS O TMF ?owu of a(Z►.i�rAr��c_&. JfT A ^ �J Ba 116JC_. 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Stuart, III , 60 High St &�Mareham MA 02571 7, `) ADMINISTRATOR } ' ,I ✓ft� TDOryI�7IE4�I6l!lEp�iL a����!/(�Q��K,[4(.(.lp!� v ' '. t BOARD OF BUILDING REGULATIONS, ` License: CONSTRUCTIONSUPERVI$OR.` ` Number: 3� 0516-40 . n� ' Birthdate 11/17/-1:968 ' EXpl 1/1.7/ Q.00 Tr,•no: 4103 ; •:r'"-i RWricted To:'00 r .GEORGE W STUA,RT 60 HIGH ST f. :I WAREHAM, MA 02571 Adm!nlstratgr .' } k ! I r t I a V i w' '•'_' :.«L �....-.:�..�_•.:.: ,,. ..._ ��may.. ') r -•' �- 71J c License or registration valid for individual .= .use only before expiration date. If J found return to: One Ashburton Place Km 1301' , ii Boston Ma. 02108 r,W- 4, 00-35,000 cf enclosed space (MGL C.112 S.601.) ^ 1A-Masonry only .1.G-1 &2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code Is cause for revocation of this license. °^ I DIG SAFE CALL CENTER: 1 800 322-48" f C . The Town of Barnstable ' 9�A 16¢ ,0�' Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner • Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: ALZPU/04 '7— QL-i) J—A6k 6vrM ,VwEstimated Cost � , o I Address of Work: 93r7 Ce;�yVi T— f /,+Y b+2 Owner's Name: I2,"6 jNL/i 1".1 Date of Application: .5 /R Q I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job Under S 1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 51,f je,, A� Q Dafe Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav r -- _ - The Commonwealth of Massachusetts — Department of Industrial Accidents '- - Office effolresffoauons ,.�...:- p 600 Washington Street Boston Mass. 02111 Workers' Compensation Insurance Affidavit location: city /'c�T_ i��'T nhone fl ❑ I am a homeowner performing all work myseif. I am a sole fro net or and have no one tivorking in any ca acity " ❑ I am an employer providing workers' compensation for my 2ploy:fes<working on this job. company name: address: city: nhone#- insurance co. Volim# ��rlll��ly�ffJ.y7�1�)tS3fJfflf t'am a sole propriet�general contractor, or homeowner(circle one)and have hired the contractors listed below who have the folloning workers' compensation polices: company name: address: city phone#- insurance ca. oitev#:. ;.:....::::.;: .. :.;.::.. •s::: r:..;.;::;:::.;:.... camnanv name- ;. :....::.: address. •• city: phone# Insurance co. ...::...:>:::. ... . oiicv# :. ::::•::<:;::>:;»:::::::::..:;::. ;.;;:�>.;::;;::>:�;�,;".%>::.;:;:;.�;;. Ira Faflure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a tine up to 51.500.00 and/or one vears'Imprisonment as well as civil penalties in the foam of a STOP WORK ORDER and a tLte of 3100.00 a day against me. I understand that a copy of this statement may be forwarded to the OMce of Investigations of the DIA for coverage verincation. - I do hereby certify under the pains and penalties of perjury that the information provided above is trruup./atnd correct. Signature s lfir� / Date %� _ Print name �i-f�Of ri3� Gy STa bt A 77-7 Phone N Sc� t�91—o3S oiIlcial use only do not write in this area to be completed by city or town olIIeial city or town: pettttit/lleense# Building Department C]Licensing Board ❑check if immediate response is required ❑Selectmen's Oltice ❑Health Department contact person: phone#; (]Other (tavuea*95 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any coazr-- of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more`of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiv trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance , construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renews: of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the'insurance coverage required. Additionally,neither:.the . commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. , Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of incnraucc coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is -being requested, not the Department of Industrial Accidents':-=Sbculdbyou�l-ve=anyquestions regarding the`law"or if you are required to obtain aw workers' compensation policy, please call the-Deparnaent at the number listed below. City or Towns Please be sure that the affidavit is complete and primed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicam. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be renamed io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. 'The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of lnllesduatlons 600 Washington Street Boston; Ma. 02111 fax#: (617) 727-7749 phone#: (617) 7274900 ext. 406, 409 or 375 I TOWN OF BARN STABLE NEW R REQUIRE SOIL EVALUATOR TO INSPj REGULATIONS _ BOTTOM OF EXCAVATION PRIOR TOV.-81`89INSTALLATION AN �ALSO PRIOR TO BACKFILLING. �2 W N/F / / �_85— k Y SHORES ASSOCIATION INC. �� / 4SSESSORS MAP 55 49 S W I ' PARCEL 5IA*A-1 / / / I cc 9N/ SHED PROPOSED r EXI �� 20 x40 POOL AP / EC P PO ACTION BULKHEAD / FUTUREOF EXI XIM S ' / g) PORCH N / / 16'x16' RFM�pq #2 / 2 STORY Ek/S 21.5 4i� S OOP 5 BEDROOM ROOM . T c �FTGq,� f / / WOOD FRAME HOUSE REPLUM�(3� f�0�'-f���i.�y �� 6.7' TOF= 2.73#437 IN V=89.53. . . �.� / 1 V=90.13 .. A/C rat UNITS 10.0 t �� TP#1 OIL PROPOSED J FILLERS CHIMNEY D EOX ROPOSED / ti m l /� ST OOP \° i2'x53' GARAGE S.A.S j / ELE. GE 1 METER PROPOSED w/ / 1500 GAL N/F EPTIC TAN OMAS F. COU HUN TR. �\\ ASSESSORS MAP 55 PARCEL CEL 48 / 43,836/, S.F. l } RAVEL \ \ t� DRIVEWAY / GAS � \ GATE IP ' FND UTILITY BOXES F p L 25• =348.30 C �_ �----___ TIPPEDpo — P VEMENT0 GE OF Ap R� CB T V l0 co PAVEMEN — \ EDP per- G CB PLAN VIEW \ SCALE: '-• _ 20 FEET o ><0 20 4A rr i S.p G� I • �UWaD $W� Q i d, tt tA o J n f V t� (n I M _______ _____-___-__ MAPGRTANT - UPGRADE REQUIRED i ,�ornNj F1rt(l� STATE BWLDING CODE REQUIRES THE UPGRADING OF (>xt,pr.P�r r gr�a•�wt�Ns SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN TW viol))Tb ---------- ------ ---- ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. vgxi�c vr4N tYP(cn� z' NOTE: A SEPARATE PMXT M-REQUIRED FOR THE t0� EA no INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL L e _ _ ___- _____ T DOES NOT SATISFY THIS REQUIREMENT.• tL,• 1Cir _ ____ 1�4ti --- .fir J _ y�xt , ' L�s.-t��-�•�,V...?,_.v t-7 i ----- --- . .' `-;� - -- SMOKE DETECTORS REVIEWED --'- Jm1�LkPh UL \ pgrlo DoJwS 1 e I47//z r'` Z-I'/k�4%z �4A t= to .- 1fEy#ffABJ BUILDING EPT. DATE v U vy a [xy rut^ 46 FIRE DEPARTMENT DATE BOTH SIGNAWRES ARE REQUIRED FOR PERMITTING t^A6. Jv cf C' - �- Z`" WJ'"t(•P' 4Mu"cAi/� � ')U•J,LClL C— . t!I JL'vT 'F•L• .. )� )1 �r I Tcoo ® mac,-�rt�'+•t v� /.� - 6y"'17 µu(77� Z �� '' I L.. NL'r t.! 'fotr_ I lit.t W nl(ai..:• � ;ZD 7Ji-�1 •w�.�,:irla'�„IK- -�. :,t�v.H ,.�,Jw�•: ��% - ° iiff Poxa•L%4r✓F't�A'%�tr<. P.�.,.(.ZJ, b"W/ Yt=n(7 TM 1 —p rnnctH/,F1)2ar; �ctcnT(n)�I I ILnY t 'fP L: � --h1i..J D"F•C,.Gov. ---'- �`� -IXb-F1t:i-1 _ I 1Z tk to nJ„Jt..2 . 1)4& TlcnA A ("i P""-- _'__ o BUTT- -)r' r- I . I PROPOSED 1ST FLOOR CASO RESIDENCE \ 437 COTUIT BAY DRIVE COTUIT• MA y SEPTEUBE 15, 2005 SHEET I OF 2 RICK EIFLER, ARCHITECT, 978-371-1774 t � 1 TOWN OF BARNSTABLE NEW REGULATIONS REQUIRE SOIL EVALUATOR TO INSPECT NS _ BOTTOM OF EXCAVATION PRIOR TO ANY V.-81'89 INSTALLATION AND ALSO 8ACKFILLING. . PRIOR TO FINAL S 1p•p43pr W ',Y SHORES ASSOCIATION INC. 4SSESSORS MAP 55 �.��•49" W PARCEL 5 Jl \ c / SHED / PROPOSED 20 / �O / EXI .EC l .. x40 POOL APPROXfM c� OF EXI SEPTIC TION BULKHEAD / FUTURE / co PORCH '• 16'x16' /�'£M0 /A T fir" #2 ��'1 / / 2 STORY £X/ST 21.5 �' S OOP 5 BEDROOM ROOM .i' �4 0 y� / FrG4 rt� f / WOOD FRAME ��' �, y oop�' / 6.7' / HOUSE REPLUM�� ,7' O�S-.or o , � TOF=9#437 INV=$9.53 i - ` � ��' INV=90.13 UNITS 1 �► NITS 0.0 TP#1 U'. OIL PROPOSED �(o FILLERS a, /. CHIMNEY �D. BOX ROPOS / TOOP 'V S \° ED �o ELE. 12'x53' S.A.S 2 GARAGE 1�'/ t METER PROPOSED / \ 1500 GAL G' EPTIC TAN TMOMAS F.NCOU HUN TR. ASSESSORS MAP 55 PARCEL 48 / 43,836/ S.F. / GRAVEL ' DRIVEWAY \ N GAS / o GATE � IP ' / FND UTILITY BOXES J CB�Q L 125. --348.30 C FND TIPPED c ,-- — —' 6p Op' -- EDGE OF P VEMENT �R.2 pp, f 25 -� _ o ` CB � B l o OF PAVEMEN — \ EDP PLANVI VIEW SCALE: - \ 1 - 20 FEET 0 10 20 an rr ,,. DISTRIBUTION_UX U I NOT_ TO SCALE - - ____ _ SEPTIC TANK DETAIL.: � ,50o GALLON � .AIL L�ALH1 N G L7t I AI L. NOT To scA�E - - - SOIL TEST PIT DATA: P-� � o�2 --- N0. DATE DESCRIPTION NOT TO SCALE NO. OF OUTLETS 5 "D" Box 4" PVC '�2 22.5' -I TEST PIT mil- TEST PIT 2_ NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE PIPE o0 0 000 0 0 0 0 ° 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 GIRD. EL. 92.2 GIRD. EL. 92.3 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BOT. HOLE 80.0 BOT HOLE 801 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE �- 2" WALLS 0 0° �„ ' -� UNLESS UNDER PAVEMENT, DRIVES OR COVER NOTES: 0 0 ----------------- 6 UNITS nn o A A TRAVELED WAYS, WHEREIN H-20 LOADING a;;� ,a; ;y„ ; ., 2 1. DIST. BOX TO WITHSTAND H-10 LOADING O HIGH DENSITIN 0 50 12 SHALL APPLY. �ex ° 0 °° GENERAL NOTES: LOAMY SAND LOAMY S ND UNLESS UNDER PAVEMENT, DRIVES OR o 0 10 YR 5 2 10» 10YR 5 3 8" 3. ALL PIPE CONNECTIONS AND CONCRETE " } 00 POLYETHYLENE 0 oNFILTRATOR 3050 ° 1 T ' 2-24 DIA CONCRETE MANHOLES TRAVELED WAYS WHEREIN H-20 LOADING 0 0 1 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION SHALL BE WATERTIGHT. yy » 0 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° CONSTRUCTION OF THE SEWAGE B B W/ METAL HANDLES BROUGHT 15 SHALL APPLY. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LOAMY SAND LOAMY SAND 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE T DISPOSAL FACILITY ONLY. MORTAR. TEE TO BE UNDER » 6" �' 8 2• PROVIDE INLET TEE OR BAFFLE WHERE F ' 10YR 5/6 , 10YR 576 12 MIN. 5,5 OUTLETS 53 2. ALL CONSTRUCTION METHODS AND 16" --EL -----------' 15" M.H. OPENING 1 ! .� 3" •a ' 4illiRb� ' a'4 a " SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR MATERIALS SHALL CONFORM PLAN VIEW - LEACHING CHAMBERS OF HEALTH REGULATIONS. LOCAL TO MASS. EL - 90.9 EL - 91.0 /' wC -,/ .�+ o�+ '� IN PUMPED SYSTEM. D.E.P TITLE 5 AND LOCAL BOARD L 2 3. FIRST TWO FEET OF PIPE OUT OF DIST. RAISE M.H W/�- 4" BOTTOM ON LEVEL BOX TO BE LAID LEVEL LOAM & SEED DISTURBED AREAS 3. ALL PIPES LOCATED UNDER PAVEMENT 10'-6" SEWER BRICK - -e- •--- _ _ STABLE BASE 6" MIN. 3/4" TO OR TRAVELED WAY SHALL BE SCHEDULE » do MORTAR d 12. a CROSS-SECTION 1 1/2- CRUSHED 4. ALL PIPE CONNECTIONS AND CONCRETE " " 40 OR EQUAL 10-0 STONE BASE 3 MAX. COMPACTED FILL 36 MAXIMUM, 12 MINIMUM NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT. 4. THERE ARE NO KNOWN PRIVATE WELLS o » 0 0 0 00° 0 0 0 00 0° 3 LAYER LOCATED WITHIN 150 FT. OF THE ° 00 0 ° o p000 00 0 » 3 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. ° ° PRECAST SEPTIC TANK 10" 14" PEASTONE PROPOSED LEACHING FACILITY NOR } T O OD HIGH 0 00 0 ANY KNOWN WELLS PROPOSED WITHIN 60" MEDIUM SAND INLET TEE = 5'-1" 30 1/2" 30" " p DENSITY 0 O 0 150' OF ANY KNOWN LEACHING FACILITY. 24 $Op POLYETHYLENE 0 0 _ EFFEC. 00 p INFILTRATOR 3050 0 0 p 5. WITHIN LIMIT OF EXCAVATION REMOVE C _ _ 4'-6» » 15 1/2" DEPTH LEACHING v O ALL TOPSOIL, SUBSOIL AND OTHER 5-2 » Z LIQUID D"DEIPTH Tca+Min�a) 5-8 0 O 0 IMPERVIOUS MATERIAL MEDIUM SAND 5'-8- - 11 CHAMBER O 1OYR 6/8 PRECAST DIST. 1 :. =: ,^�� 6. REPLACE ALL EXCAVATED MATERIAL WITH , INDICATES =� BOX rev`'• o �� 3/4" - 1 1/2" CLEAN GRANULAR SAND, FREE FROM ORGANIC " " o - _•_ ` _� 50" 47" WASHED STONE MATERIAL AND DELETERIOUS SUBSTANCES. 144 144 ESTIMATED , MIXTURES AND LAYERS OF DIFFERENT CLASSES EL = 80.0 EL = 80.1 = SEASONAL HIGH 'c BOTTOM ON LEVEL STABLE BASE a 3» Lf �' ; 12 OF SOIL SHALL NOT BE USED. THE FILL SHALLf GROUND WATER PLAN VIEW 7 1/2 NOT CONTAIN ANY MATERIAL LARGER THAN DATE: DATE: 6" MIN. 3/4' TO `' � '�� TWO INCHES. A SIEVE ANALYSIS, USING A #4 8/31/05 8/31/05 INDICATES 1 1/2- STONE CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER SIEVE, SHALL BE PERFORMED ON A TEST BY: TEST BY: -SZ_ OBSERVED REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BE THE BSC GROUP, INC. THE BSC GROUP, INC. GROUND WATER _ RET NIEDTON THEE FI SIEVE. SIEVE LL SAMPLE MAY ANALYSES DATUM: ALSO SHALL BE PERFORM D ON THE FRACTION WITNESSED BY: WITNESSED BY: OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH DON. DESMARAIS R.S. DON. DESMARAIS R.S. INDICATES VERTICAL DATUM: TOWN OF BARNSTABLE NEW REGULATIONS DESIGN CRITERIA: ANALYSES MUST DEMONSTRATE THAT THE PERC. MATERIAL MEETS EACH OF THE FOLLOWING PERC. RATE: PERC. RATE: TEST ASSUMED REQUIRE SOIL EVALUATOR TO INSPECT o, / SPECIFICATIONS: BOTTOM OF EXCAVATION PRIOR TO ANY IP DESIGN FLOW: 100% MUST PASS #4 SIEVE _2-MIN./INCH -MIN./INCH BENCH MARK SET: / FND (4.75 mm EFFECTIVE PARTICLE SIZE) INDICATES INSTALLATION AND ALSO PRIOR TO FINAL ,30° W / 5 BEDROOMS AT 110 G.P.B./D 550 G.P.D. 10%-100% MUST PASS50 SIEVE SOIL EVALUATOR SOIL EVALUATOR TOP OF CONCRETE BOUND ELEV.=81.89 p� UNSUITABLE MATERIAL CRAIG FIELD CRAIG FIELD BACKFILLING. S / 0%-20% MUST PASS #100 SIEVE 0.30 mm EFFECTIVE PARTICLE SIZE) (0.15 mm EFFECTIVE PARTICLE SIZE) SOIL CLASS: SOIL CLASS: REQUIRED SEPTIC TANK: 0%-5% MUST PASS #200 SIEVE 550 X 200X (0.075 mm EFFECTIVE PARTICLE SIZE) 1100 GAL. 7. EXISTING UTILITIES WHERE SHOWN L.T.A.R. LT.A.R. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. / / SEPTIC TANK PROVIDED: 1500 AL. IN THE DRAWINGS ARE APPROXIMATE. I THE CONTRACTOR SHALL BE/ RESPON- SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- I / 'g5 / f SIZE OF LEACHING FACILITY REQUIRED: STRUCTION ACTIVITY WITH DIG-SAFE VARIANCES REQUESTED: 1% , / / / AND THE APPLICABLE UTILITY OQ / / / / DESIGN PERC. RATE: <2 MIN./ INCH COMPANY AND MAINTAINING THE N/F 15�' / / '� / EXISTING UTILITY SYSTEM IN SERVICE. N C\j / W / / �. p LONG TERM APPL. RATE 0.74 G.P.D S.F. DIG-SAFE SHALL BE NOTIFIED PER COTUIT BAY SHORES ASSOCIATION INC. ,Ag / i i ,g / O) •1� / / i THE STATE OF MASSACHUSETTS NONE ASSESSORS MAP55 S �1 / _ STATUTE CHAPTER 82, SECTION 409 / 550 GPD T 0,74 GPD/SF 744 S.F. AT TEL 1-888-344-7233. THE '�� ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL PROFILE: NOT TO SCALE aq CB/DH / / /j / o SIZE OF LEACHING FACILITY PROVIDED: UTILITIES AND SUBSURFACE STRUCTURES FND / / // // ARE SHOWN. LOCATIONS AND EL.=A / / / o' USE HIGH DENSITY POLYETHYLENE ELEVATIONS OF UNDERGROUND UTILITIES TOP FOUNDATION FIRST PIPE LENGTH �,� / CONCRETE COVERS TO WITHIN TO BE $ET LEVEL / / / // TAKEN FROM RECORD PLANS. THE EL=s2.o s" OF FINISHED GRADE. FOR MIN. 2 � � � /� // / / � � `� i LEACHING CHAMBERS(6 UNITS) 12'X2'X53' CONTRACTOR SHALL VERIFY SIZE, FINISH GRADE, / / % / / 92 EL= 1. - 1.€,I LOCATION AND INVERTS OF UTILITIES / 85 / / SIDEWALL = 2(12'+53') X 8' 260 AND STRUCTURES AS REQUIRED PRIOR } -- _ _ TO THE START OF CONSTRUCTION. 4" PVC SCH 40 -BOTTOM- - 12� X 53 Q SCH 4� 4" p H LEACHING CHAMBER -/ j // ,/ - SHED 896S.F. 8. THIS SYSTEM IS NOT DESIGNED FOR f THE USE OF A GARBAGE GRINDER. // / I 2 SETS OF 464S.F. = 928 S.F. A GARBAGE GRINDER IS NOT 1 RECOMMENDED DUE TO RECOGNIZED I=C I=E H a5/ , .�' / I 896 S.F x 0.74 GPD/SF = 663GPD ADVERSE IMPACTS TO THE LEACHING 5 OUTLET I=F FACILITY. .�: DIST. BOX 5' SEPARATION BENCH MARK j// '�`� / SEPTIC TANK TOP OF CONCRETE BOUND RE TO BE CHECKED BY PROPOSED POOL APPROXIMATE LOCATION I 9 THE CONTRACTOR EXITING INVERTS APRIOR TO CONSTRUCTION` N/F EST. HIGH GROUNDWATER ELEV.=81.89 (ASSUMED DATUM) /� ` � / EXIST. �� �ry OF EXISTING SEPTIC ELIZABETH A. NARDONE> EC / I 0. THE ENGINEER IS TO BE NOTIFIED OF j / / / ASSESSORS MAP 55 REQUIRED.ANY FI CHANGES THAT MAY BE BULKHEAD FUTURE NF TP 2 �i��,�� PARCEL 51 LOCUS INFORMATION I PORCH R£MO PAT/O ,, �,f i� I INVERT ELEVATIONS: �co ,6'x16' ►�eEX� 215 �-f �y , f Y i 6.7 I CURRENT OWNER: THOMAS F. COUGHLIN TR. BSC GROUP,TOP OF FOUNDATION 92.73 A I / 2 STORY ROO ST '�i� �� ;9 / � S OOP 5 BEDROOM - M y�OQ,S.'C i 4" INVERT AT BUILDING 89.3 B RELOCATED INVERT / cb°' WOOD FRAME REPLUM���. 20.7' / '� 'iy - I TITLE REFERENCE: BOOK 10235, PAGE 342 657 Main Street, (RT. 28) Unit 6 4" INVERT AT SEPTIC TANK (IN) 89.10 C I / HOUSE #437 INV=89.53 %,iy I W. Yarmouth Massachusetts TOF=92.73 ii�Ar t I PLAN REFERENCE: BOOK 292, PAGE 27 02673 4" INVERT AT SEPTIC TANK (OUT) 88.85 D A/C INV=90.13 UNITS 10.0 � PROPOSED ASSESSORS MAP: 55 508 778 8919 4" INVERT AT DIST. BOX (IN) 88.55 E � OIL "D" Box •�, � ;�, �;•��, X OUT 8.3 F �+ FILLERS CHIMNEY ROPOSED 2N ." PARCEL: 48 PROJECT TITLE: 4 INVERT AT DIST. BOX (OUT) Ln ' �0 12 x53 S.A.S / ZONING DISTRICT: RF INVERTS AT LEACHING FACILITY: °� STOOP ELE. / SETBACKS: FRONT 30 METER a I PROPOSED N/F SIDE 15 rn GARAGE 1 1500 GAL THOMAS F. COUGHLIN TR. DESIGN FOR ASSESSORS MAP 55 4" INVERT AT BEGINNING N/F I I EPTIC TAN REAR 15 THEMIS & MARIA PAPAGEORGE OF LEACHING CHAMBER 88.30 G BREAKOUT 88.80 0 PARCEL 48 / �A . MINIMUM LOT SIZE: 87,120 S.F. ASSESSORS MAP 55 I wl X n 43,836±S.F. M,,, SEWAGE DISPOSAL ELEVATION AT BOTTOM PARCEL 47 �g2 / EXISTING LOT AREA: 43,836±S.F. OF LEACHING CHAMBER 86.30 H / to OVERLAY DISTRICT: ZONE II UPGRADE BOTTOM OF 1 GRAVEL FEMA FLOOD ZONE "C" AS SHOWN ON 80.0 J - " ZONE DISTRICT: PANEL #250001 0018 D HOLE 1 r DRIVEWAY #437I 9 DATED 7 2 92 ON) CO-WIT BAY DRIVE OF 1 0: MARK D. cy LOCUS PLAN: NO SCALE COTUIT DISS GAS IP �.CIVIL , � c �C M ASSACH U SETTS FUTURE I t GATE FND I T aQ 0016 16'x16' \ �,p Cx� _ CREENED 00 _ UTILITY BOXES J �i ''� PORCH I - (,'1 'o.:._ FAMILY ---a48.30 C PREPARED FOR: BATH BATH -; KITCHEN DINING / 25• �-- - ;61 / - CB BEDROOM BEDROOM FND ` T won �'t DEAN CASO;' z LIVING / TIPPED C OF P VEMEN D 10 �i� 145 OLD LANCASER ROAD D BEDROOM - EOGE O "1 SUDBURY, MA Q BEDROOM Op "�" "" 01776 . m FOYER B ,26�' �- V _ _ _ (800) 990-7283 x 214 PANTRY/ 1 R ,25.00 OFFICE I �r CB co EDGE OF LOCU DATE: SEPTEMBER 9, 2005 N _0, COMP. DESIGN: K. HEALY VIEW / `n, CHECK: M. DIBB GARAGE FIRST FLOOR BEDROOM SECOND FLOOR PLAN V I E V V DRAWN: P. HAGIST CB 00 FIELD: D. GAZZOLO / J. McCARTIN SCALE: 1' = 20 FEETrl ' �j FILE NO. 8863-SEP.DWG -- ----- ---- ---- FI nnR_PI_AN_INFnRMATION - . DWG NO. 5648-01 - - -- NO. 4-8863-00