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Home My WebLink About1171 SHOOTFLYING HILL RD ti �•�y}�y j�{} p�ry/ :'#'.aI-. .} �� ♦ "i . i � - r ��:::'�. ,.. r, � rN� . ..r �1�3T.: t 'r 'ice � �Ipt iI' � _,��(�. A,2(�k '�a a� `� f. . l' �Yl�.�. +k` a � ..,, �>"'.-'.,. i. �.- �r,,. .+�,;; �'' ,. Ft: .>�- � "''o..wF ,�'^ I: ',.• ',Yf 1' :u4µ r:'7f.r m,5+,-4, l., 1 1� �}.. 5�,. �� _d ,._. - .. .,. . .n„r, e- J l rr,, ! ....a.._. ,,. „e 2 •1,,,1: .� �,� • :k�.•. �.5ta>s2` As,o rdTl.� 3 �_�.�. '�y! os, ci✓J , n p r [ u r 3 A „ 4 I 1 Ja 7 A k r P . o 4+ .�... r : , ,� _,.¢ _..... .,.'C a•'r..Lt,-ai'.•_�. ...� ar E:. .:'�.-+' ..x r Town of BarnstableBuilaing wFut�rnt�M Post This-Card So That it is Visible From the Street Approved4Plans Must be Retaine_d on Job and this Catd"Must fie Kept .XAS& Posted Urttif Final Inspection Has Been Made. �`` "" •+ ss� ,. er It Where a Certificate of Occupancy'is Required;such Building shall Not=be Occupied until aFinal Inspection has been made Permit No. B-19-2953 Applicant Name: JEFFREY M MORIN Approvals Date Issued: 10/07/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 04/07/2020 Foundation: Location: 1171SHOOTFLYING HILL RD,CENTERVILLE Map/Lot: 190-222 Zoning District: SPLIT Sheathing: Owner on Record: DUFFY, ROBERT M &MARGARET M Contractor Name.",,JEFFREY M MORIN Framing: 1 �IlR Address: 1171 SHOOTFLYING HILL RD _- Contractorticense. CS-092132 2 CENTERVILLE, MA 02632 Est. Project Cost: $37,500.00 Chimney: Description: INSTALL NEW NANTUCKET SHED DORMER OVER LIVING RM WHERE i" Permit Fee: $241.25 SKYLIGHTS ARE LOCATED. INSTALL SIMILAR DORMER OVER GARAGE Insulation: r fee Paid:!` $241.25 FRONT. INSTALL FULL DORMER ON BACK OF GARAGE INTERIOR 'Final: WILL BE FRAMED TO ACCOMODATE A MASTER BATH_,WALK IN m ," Date: t '10/7/2019 CLOSET AND SITTING AREA Plumbing/Gas Project Review Req Rough Plumbing: \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which thi's permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structuresshallbe in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the Final Gas work until the completion of the same. „ Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on,this,permit. Minimum of Five Call Inspections Required for All Construction Work:i ° Service: 1.Foundation or Footing t 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Priorto Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall,not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: tHE Application Number.J,.1 `i ,l J0 \fi , � * BARMABM r MASS. � � 1(, 2019Permit Fee.......................................other Fee: 1639. �' �TGVVN Total Fee Paid............... ... .......... ...... TOWN OF BARNSTABLE Permit Approval by... ........................On... dh�.9...... BUILDING PERMIT I C D — Map........1................. ............Parcel............. ....................... APPLICATION Section 1 — Owner's Information and Project Location Project Address 1/ /1 i/ ,l Village Owners Name Owners Legal Address , {° City. ��' ��'��!Ile, StateAlf.- zip Owners Cell# �� E-mailJr �d Section 2 —Use of Structure Y Use Croup ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet LtJ'.Single/Two Family Dwelling Section 3 --Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment El Sprinkler System YAddition ❑ Retaining wall ❑ Solar El Renovation ❑ Pool' ❑ Insulation Other—Specify Section 44 - Work Description D . O 9 � T nart.,-A.+.A• 1 1/14MM Q Application Number..................................................... Section 5—Detail Cost of Proposed Construction —Square Footage of Project Age of Structure ��(�� Dig Safe Number # Of Bedrooms Existing ' j Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance MethodY' 0 MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics .1, 93/ Wiring ❑ Oil Tank Storage Smoke Detectors 112/plumbing Gas ❑ Fire Suppression L Heating System ❑ Masonry Chimney t ,k❑ Add/relocate bedroom j Water Supply Public ❑. Private Sewage Disposal 11 Municipal T(On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facihty: . A1117aI am using�� g a crane ❑ Yes U No Section 7—Flood Zone Flood Zone Designation Within radjacent a wetland coastal bank?. . Yes ❑ No W o to Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed _ Side Yard Required Proposed Has.this property had relief from the Zoning Board in the past? ❑ Yes ❑ No I Last updated: 11/15/2018 Application Number........................................... Section 9- Construction Supervisor i I Name AllTelephone Number. Address 02A: c/l txAl City �r i State License Numbej" V/ License Type. xpiration Date Contractors Email �r1 7 /x� ri Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor,in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 7 MR and the To arnstable:Attach a copy of your license. / Signature Date 11f Section 10—Home Improvement Contractor Name T6lep ne Number` Address6.5 ea 4 pityA W > j State Zip Registration Number 177eP 'Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code.'I understand the construction inspection procedures,specific inspections and documentation required 80 CMR and tht Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the-rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE i Signature '— - Date ®� Print Name ®CI Telephone Number E-mail permit to: . wog', ,5 /X k Last undated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department . ❑ Conservation { , For commercial work,please take your plans directly to the fire department for approvak Section 13 Owner's Authorization I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) date Signature of Owner . Print.Name , 1 M` N... i Last updated: 11/15/2018 DATE(MM/DD/YYYY) ACC) CERTIFICATE OF LIABILITY INSURANCE 09/o9/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONCT NAMEA Caleb Stacy CoverWallet, Inc. PHONNo,E E .' 646 844 9933 ac No: 100 Ave.of the Americas, E-MAIL ADDRESS: customer.service@CDverwallef.com Floor 16 INSURERS AFFORDING COVERAGE NAIC# New York, NY. 10013 INSURER A:NorGUARD Insurance Company 31470 INSURED INSURER B: ' J.M.Morin Incorporated 55 Mountain Ash Road INSURERC: Marstons Mills,MA,02648 INSURER D: INSURER E: INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUB TYPE OF INSURANCE L POLICY NUMBER MM/DD/YYYY M/MDD/YPOLICY EFF POLICY Y LTR YY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE NTED PREMISES(Ea occurrence) $ 'MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑jE O LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT $ Ea accident ' ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Cpe,a.den') $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION JMWC037397 - 07/10/2019 07/10/2020 X STATUTE_ ER H AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE --- - E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBEREXCLUDED? ❑ N/A (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 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 200 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Hyannis,MA,02648 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE i� ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Commonwealth of Massachusetts i® Division of Professional Licensure Board of Building Regulations and Standards Co nstr�_;&h)&ilt4S jyrvi sor CS-092132 M � ires: 10/03/2020 JEFFREY M MORIN 55 MOUNTAI"SH Rp MARSTONS MIL _MA�O k f)lti 7.10 Commissioner Office of Consumer Affairs HOME IMPROVEM $Business Re r ENT CONT guiation TY�'QyInd' -dual RACTOR Ex 'a i - Registration JEFFREY MORI� 10/02/2020 before the ex /" Office Of Con li 1000 Washinf a 4 Boston,MA 0 JEFFERYMORIN� a. = i 55 MOUNTAIN ASFftp; ff MARSTONS MILLS,Mq-02648 undersecretary Not� I { Town of Barnstable Building Department Services} XASL ` Brian Florence,CBO r �`� Building Commissioner fi t 200 Main.Street,Hyannis,MA 0260.1 y www.town.barustable.ma.ns Office: 508-862-4038 Fax: 508-790-6230 Proper"ty'Owner Must r Complete and Sign This-Section If Using A Bi lder I �'✓� (, ,as-Owner of the subject'Property PAYoe , hereby authorize to act on my behalf; in all matters relative to work authorized by this building permit application fora 1171, (Address of Jo t F *Pool fences and alarms are the responsibility of the applicant.Pools are not e or utilized before'&nce' is installed and all final - ns are p ormed and accepted. Signs1111.1a § afore o plicant { Print.Name Print Name. Date QTORMS:OWNER MUVWs1oNPOOLS Rev:09/16/17 Town of Barnstable Building Department Services Brian Florence,CB0 ' Building Con in issioner 200 Main Street, Hyannis,MA 02601 MAW � www town.barnstable.in us Office: 508-862-4038 . Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE JOB LOCATTON: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityhown stabs. zip•code The current exemption for"homeowners"was extended to include owner-occupied dwellines of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt _ from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFHM\FORMS\building permit forms\EXPRESS.doc 08/16/17 TOWN OF BARNS PERMIT C I ST Sign off hours for Health and Cols-sews n are 8-4:30 am. and 3:30-4;30 p.m. ,in am 1. NEW STRUCTURES/REMODELING/RENO z°ATION/ADDITIONS ❑ Site Plan showing setbacks of proposed and existing structures, ❑ Commercial—One complete set of full"sized plans one reduced 11"xl7"(plans may require a stamp by . PV or engineer). Residential - 5 Sets of floor plans no larger than 11"x 17"smoke/co detectors marked t worker's Comp.Affidavit and policy(if required) - t ❑ Res Check or COM check from the 2015 International Energy Cod Council(IECC) 0 Letter of financial Interest for new houses only(not required for rebuild after teardown) ❑ Performance bond made out for$4.00/foot of road frontage(new _ construction only) 2. DEMOLTION OF A BUILDING (NOT PARITIALj ❑ Everything above plus shut.off letters from following utility companies: ❑ Gas ❑ Electrical J ❑ Water ❑ Sewer(if required) 3. DECKS/PORCHES/GAZEEBOS/INSULATION/SOLAR/POOLS/SHEDS ❑ Site Plan showing proposed location ❑ Construction plans showing framing detail(if new framing), ❑ Pools-Barrier details,pool specs(engineers design) El Workman's Comp Affidavit and policy(if required) FAMILY APARTMENTS ❑ Section 1 Plus: . ❑Family Apartments are subject to approval from the Building Commissioner. Agreement must be signed, notarized and recorded at the Registry of Deeds and returned-to the Building Department. �`"E' ti Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 MASS 9� 16319. . (508) 862-4038 RFD Mf►�A , r ifi Occupancy,Ce t cata of Application Number: 201000294 CO Number: 20100231 Parcel ID: 190222 CO Issue Date: 12/30110 : Location: 1171 SHOOTFLYING HILL RD Zoning Classification: SPLIT ZONING . ' Proposed Use: DEVELOPABLE LAND Village: CENTERVILLE Gen Contractor: BOY, EVERETT W. JR. Permit Type: RCOO CERTIFICATE OF OCCUPANCY.RES Comments: Building Department Signature Date Signed - I 4L TOWN OF BARNSM,, EBuilding °► Application Ref: 201000294* BARNSTABLE, * Issue Date: 02/18/10 Permit 9 MASS. 1639. �� Applicant: BOY,EVERETT W.JR. Permit Number: B 20100272 Proposed Use: DEVELOPABLE LAND Expiration Date: 08/18/10 Location 1171 SHOOTFLYING HILL RD Zoning District SPLTPermit Type: NEW SINGLE FAMILY HOME Map Parcel 190222 Permit Fee$ 1,020.00 Contractor BOY,EVERETT W.JR. Village CENTERVILLE App Fee$ 100.00 License Num 032809 Est Construction Cost$ 200,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH ` Owner on Record: NEWTON,JOHN L TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: C/O NEWTON,GEORGE P JR INSPECTION HAS BEE ADE. 15 ST HYANNISNNIS, M MA 02601 / Application Entered by: .D8 Building Permit.Issued By: THIS PERMIT CONVEYS NO RIGHTTO OCCUPY ANY STREET;ALLY OR SIDEWALKORANY PART THEREOF,EITHER.TEMPO ILY,.OR.PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY SPECIFICALLY PERPiIITTED'UNDERTHEBUILDING CODE,MUST BE APPRO EDjBY THE JURISDICTION. STREET OR ALLY,GRADE$;AS WELL AS`DEPTH AND LOCATION OF:PUBLIC SEWERS'MAY BE OBTAINED FROM THE DEPARTMENT'OF,PUBLIC WORKS. THE ISSUANCE OF-THIS PERMIT DOES NOT.,RELEASE THE APPLICANT-.FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3'.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). , rVA -1 010m,0 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �, ,soNos 'Flub, 0 2 2 13�s� ow I®CHJI� 2� ,-{'1 � arm �2-JZ-7 o 3 1 Heating Inspection Approvals Engineering Dept ' De t Board of Health 2 �► OU` Ia/l o/icy ` 4 1 Town of Barnstable Build ing Post This Card So That it is Visible;F.ror'n the Street Approved Plans Must be-Retained on Job and this Card Must be Kept KAM Posted.Until Final Inspection Has BeenMade � e�'n11t trio k, s � �� 1 mi ct W,here a Certificate of Occupancy_ s'Req,uired,such Building shall Not be Occupied untiI a Final Inspection has been made 4� - Permit No. B-18-4136 Applicant Name: Jeffrey Morin Approvals Current Use: Structure Date Issued: 01/02/2019 Permit Type: Building-Alteration INTERIOR Work Only- Expiration.Date: 07/02/2019 Foundation: Residential Map/Lot: 190-222 Zoning District: SPLIT Sheathing: Location: 1171 SHOOTFLYING HILL RD,CENTERVILLE . Contractor Name:p,$JEFFREY M MORIN Framing: 109 1/111*4 Owner on Record: DUFFY,ROBERT M& MARGARET M Contractor License: CS-09213.2 2 Address: 1171 SHOOTFLYING HILL RD L Est. Project Cost: $ 20,000.00 Chimney: CENTERVILLE, MA.02632 Permit Fee: $ 152.00 Description: Finish off right side of basement. s Insulation: Fee Paid:. $ 152:00 q Date: �' 1/2/2019 Project Review Req: Wed Final: r Plumbing/Gas " Rough Plumbing: Building Official i Final Plumbing: ., Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after"issuance. All work authorized by this permit shall conform to the approved application,and theFapproved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws-and codes. This permit shall be displayed in a location clearly visible from access street orYoad and shall be maintained open for public inspection for the entire'duration of the Electrical work until the completion of the same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by-the Building and:Fire Officials are provided on this permit. Rou h: Minimum of Five Call Inspections Required for All Construction Work: g 1.Foundation or Footing 2.Sheathing Inspection final: 3. All Fireplaces s must be inspected at th e throat level before fir s t flue lining is installe d 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: g P p 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health , Where.applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund (as set forth in MGL c.142A). Final: Building plans are to be available on site OJI"Li-r1i2= All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT EM BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 Duffy Residence/New Beam Basement beam for 1 st floor fr Beam 1 Prepared by:,LFG Date: 11/26/18 Selection (3)1-3/4x 11.718 1.9E TJ Microllam LVIL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=6.0 inz R2=6.0 in2 (1.5)DL Defl= 0.14 in Data "Beam Span 14.5 ft Reaction 1 LL 3480# Reaction 2 LL 3480# Beam Wt per ft 16.02# Reaction 1 TL 4466# Reaction 2 TL 4466# Bm Wt Included 232# Maximum V 4466# Max Moment 16190 W Max V(Reduced) 3857# TL Max Defl L/240 TL Actual Defl L/375 LL Max Defl L/360 LL Actual Defl L/535 Attributes Section(in3) Shear inz) TL Defl(in) LL Defl Actual 123.39 62.34 0.46 0.33 Critical 74.62 20.30 0.73 0.48 Status OK OK OK OK Ratio 60% 33% 64% 67% Fb(psi) Fv psi E(psi x mil) Fc L (psi) Values Reference Values 2600 285 2.0 750 Agusted Values 2604 285 2.0 750 Adiustments CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:480 Uniform TL: 600 =A C?�C' G1,ggRL'y q 4C-) ONo. � ► 4 �s ��40UrN, OF SpG� Uniform Load A 0 R1 =4466 R2=4466 SPAN= 14.5FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Duffy Residence for Cotuit Bay Design 1171 Sootflying Hilt Road Centerville, MA G.A. Project#1883 i t OWNER AUTHORIZATION FORM Statement of ownership: i, Caro!Anne Reed as Owner of the subject property hereby authorize Reef Really Ltd. 1 to act on my behalf, in all matters relative to work authorized by this building permit apaication for. ADDRESS of PROPERTY RE: 1175 Shootfiying t-fiil Rd Centerville, MA, Map 190, Parcel 221 - fr Name of Authorized Agent I Contractor: Reef Realty Ltd., dba REEF, Cape Cods Monte Builde►`,' 4 Everett Boy 24 School Sb eet P.O Box 186 West Dennis, MA 02670 Owner Sig ure Date J Print Name S f REScheck Software Version 4.3.0 Compliance Certificate Project Title: Proposed Residence Energy Code: 2007 IECC Location: Barnstable, Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 180 deg.from North Conditioned Floor Area: 1435 ft2 Glazing Area Percentage: 12% Heating Degree Days: 6137 Climate Zone: g Construction Site: Owner/Agent: Designer/Contractor: 1171 Shootflying Rd REEF,Cape Cod's Home Builder REEF,Cape Cod's Home Builder Centerville,MA PO Box 186 PO Box 186 West Dennis,MA West Dennis,MA Compliance:1.8%Better Than Code Gross Cavity Cont. Glazing UA Assembly or R-Value R-Value or D.. Perimeter IIJ-Factor Ceiling 1:Flat Ceiling or Scissor Truss 612 38.0 0.0 18 Ceiling 2:Cathedral Ceiling(no attic) 233 30.0 0.0 7 Skylight 1:Wood Frame:Double Pane with Low-E 14 0.350 .5 ` SHGC:0.32 Wall 1:Wood Frame, 16"o.c. 272 13.0 0.0 17 Orientation:Front Window 1:Wood Frame:Double Pane with'Low-E 48 0.280 13 SHGC:0.43 Orientation:Front Door 1:Solid 20, 0:170 3; Orientation:Front Wall 2:Wood Frame, 16"o.c. 352 1.3.0 0.0 27_. Orientation:Right Side Window 2:Wood Frame:Double Pane with Low-E 24 0.280 7 SHGC:0.43 Orientation:Right Side Wall 3:Wood Frame, 16"o.c. .352 13.0 0.0 27 Orientation:Left Side Door 2:Solid 19 0.170 3 Orientation:Left Side Wall 4:Wood Frame, 16"o.c. 578 13.0 0.0 38 Orientation:Back Window 3:Wood Frame:Double Pane with Low-E ,.67 0180 19 SHGC:0.43 - Orientation:Back Window 4:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.43 Orientation:Back Door 3:Glass 40 0.280 11 SHGC:6.49 , Orientation:Back Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 840 ' 19.0 -0.0 39 . Furnace 1:forced Hot Air 95 AFUE Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.,The proposed building has been designed to meet the 2007 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist., Project Title: Proposed Residence Report date:01/25/10 Data filename:S:\A1-Prelim Development Job Directory\1171&1175 Shootflying Hill Rd\060-100125-RES check energy calc- Name-Title Signature Date Project Title: Proposed Residence Report date: 01/25/10 Data filename:S:W1-Prelim Development Job Directory\1 171 M 175 Shootflying Hill Rd\060-100125-RES check energy calc REScheck Software-Version 4.3.0 Inspection ChecklistCi e Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation r - Comments: • ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: 3 ❑ Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-13.0 cavity insulation , Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: ❑ Wall 4:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: j 4� y ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: , #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E, U-factor:0.280 r For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No " Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: ` #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Skylights: ❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 r #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.170 1 Comments: ❑ Door 2:Solid,U-factor:0.170 Project Title: Proposed Residence r Report date: 01/25/10 Data filename:SMII-Prelim Development Job Directory\1 171&1175 Shootflying Hill Rd\060-100125-RES check energy calc Comments: ❑ Door 3:Glass,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity.insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: }. ❑ Furnace 1:Forced Hot Air:95 AFUE or higher . Make and Model Number: Air Leakage: ❑ Joints,attic access openings,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces:Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. t Vapor Retarder. ❑ A minimum of Class II(1.0 perm)vapor retarder is installed on the interior side of above-grade framed walls or it has been determined that moisture or its freezing will not damage the materials. Exceptions: Class III(10 perm or less)vapor retarder is permitted for vented cladding over OSB,plywood,fiberboard,gypsum,or for sheathing over 2x4 framing having insulation of R-5 or better,or for sheathing over 2x6 framing having insulation of R-7.5 or better. Materials Identification and Installation: - ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. " ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ^ . ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed'and mechanically fastened. + All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Building framing cavities are not used as supply.ducts. ^ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International f Mechanical Code. Temperature Controls:. ❑ Thermostats exist for each,separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: - ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. 'Project Title: Proposed Residence Report date: 01/25/10 Data filename:S:W1-Prelim Development Job Directory\1171&1175 Shootflying Hill.Rd\060-100125-RES check energy talc- For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2006 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn.off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees P or chilled fluids below 55 degrees F are insulated to R-2. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window r U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) `- y , ` 4 , Project Title; Proposed Residence Report date: 01/25/10 Data filename:S:W1-Prelim Development Job Directory\1171&1175 Shootflying Hill Rd\060-100125-RES check energy calc- i 2007 IECC Energy Efficiency Certificate Ceiling I Roof 38.00 Wall 13.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Window 0.28 0.43 Skylight 0.35 0.32 Door 0.28 0.49 Forced Hot Air Furnace 95 AFUE Water Heater, Name: Date:• Comments: i Board of Buldm Reg�ul�tio na d tan Construction Supervisor License License: CS 32809 s Expiration 3/11/2010 Tr# 18975 IF- P ' ~Resttiction: Op:` EVERETT W BOY:Jk; _ PO BOX 18651 W DENNIS,MA 02670'. Commissioner f _w ✓!ze -Pomvnw�xcUea� a�./��zaaaclueelta ' Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registration:, 101380 One Ashburton Place Rm 1301 , Expiration 6/25/2010 Tr# 267659lug Boston,Ma.02108 Type: Private Corporation REEF REALTY LIMITED Everett Boy,Jr. 24 School St./Box 186 ,.�Ga-` West Dennis,MA 02670 Administrator Not valid w' out signature A I j F r C - 1:s v r I Affidavit of Substantial Financial Interest of pe.) / -0 JIS on oath depose and state as follows t 1. 1 am an applicant for a building permit for the property located at Mapes, Parcel- The address of the property is 1/7� �T�t�r�,yl� 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1`.above. 3. Within in the last twelve months from today's date, which,is _TA",l2010, the following individuals or entities have had a 1% or greater legal or equita le interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name , Address /oZ� 6 9 Al1,6Ai 4. Within the last twelvemonths, from today's date, which is jluz rg 26,246 I have had ' Y a 1% or greater'legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have'submitted building permit applications-for property in which I have a 1% or greater Legal or equitable interest. t4 ' 6. Within the.last ten days, I have submitted O, building permit applications for property in which I have a 1% or.greater legal or equitable interest. . - 7. Within this month, I have submitted 0 building permit applications for property in - which l have.a 1% legal'or equitable-interest. 8. Within,this month, l have received building permits for property in which 1,have a. 1% legal or equitable interest. Signed underthe pains and penalties of perjury, thisQ day of t'h� , 200�p� 2001-0050/affin :1 fir' 03 40P QUITCLAIM DEED ' I, George P. Newton, Jr, of 15 Watson Street, Hyannis, Massachusetts, as he is Trustee of The George P. Newton Nominee Trust recorded at Book 14257,Page 339 . for' AC�ICA<1 i grant to Carol Anne Reed, 118 Wayland Road, Hyannis,Massachusetts with QUITCLAIM COVENANTS 4 the land in Barnstable (Centerville), Barnstable County, Massachusetts, more particularly bounded and described as follows: Parcel 1: EASTERLY by Shoot Flying Hill Road.as shown on hereinafter mentioned plan,twenty and 00/100 (20.00) feet; SOUTHERLY by land of Nathan.& Hattie Mercer and a portion of Lot 9 as shown on said plan, one hundred fifteen and 69/100,(115.69) feet and eleven and 52/100(11.52)feet,respectively; SOUTHWESTERLY by a portion•of Lot 9 and a portion of Lot 10 as shown on said plan, one hundred twenty-one and 95/100 (121,95) feet;and, twenty-four and 051100 (24.52)feet,respectively; SOUTHEASTERLY by a portion of Lot 10 as shown on said plan, one hundred eighty-four and 21/100 (184.21)feet; SOUTHWESTERLY by a portion of Lot l as shown on said plan, fifty-seven and 35/100'(57.35)feet; :v NORTHWESTERLY by a portion of land of J. Albert & Bertha C.-Bassett as shown on said'plan, one hundred eighty-five and 88/100 (185.88) fedt; and NORTHEASTERLY one hundred and 00/100 (100.00) feet,again NORTHEASTERLY one hundred thirty-five and 00/100 (135.00)feet, and Page 1"of a 3 Page Deed NORTHERLY one hundred twenty-five and 00/100 (125.00)feet, all by Lot 12 as shown on said plan.' v Containing 21,777 square feet, more or less and shown as LOT 11 on plan entitled s "Plan of Land in Centerville (Barnstable), Mass. For Barbara C. Newton Scaler l" 40' August 14, 1975 John L. Newton Registered Land Surveyor West Yarmouth,- Mass.", which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 298,Page 76. For title, see Deeds recorded in Barnstable County Registry of Deeds in Book 22616, Page 100,Book 22767,Page 216,and Book 22592,Page 334., Parcel 2: SOUTHWESTERLY by Old State Road,. as shown on a plan of land hereinafter a mentioned,a total distance of 140.47 feet;' NORTHWESTERLY by land of J. Albert and Bertha C. Bassett, as.shown on said plan, a total distance of 208.87 feet; } EASTERLY by Lots .11 and 10, as shown on said plan, a total'distance of i 123.60 feet; and SOUTHEASTERLY by land of Barbara C. Newton, as shown on said plan, a total distance of 158.65`feet. Being shown as LOT 1 'on plan of land entitled "Plan of Land in Centerville (Barnstable), Mass.for Barbara C.Newton Scale: 1"=40' August 14, 1975 drawn by John L.Newton, Registered Land Surveyor, West Yarmouth, Mass.", which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 298, Page 76 and containing 22,962 square feet, more,or less: Parcel 3: SOUTHERLY by Great Marsh Road, as shown on a plan of land hereinafter mentioned, a total distance of 126.46 feet; NORTHWESTERLY by -land of Barbara C. Newton, as shown on`;said plan, a total. distance of 160.44 feet; NORTHERLY by land of Barbara C. Newton, as shown on said plan, a total _�. distance of 5730 feet;and Page 2 of a 3 Page Deed EASTERLY by land of Joseph F.McCormack,as shown on said plan, a total distance of 1`37.12 feet. Containing 14,720 square feet as shown on plan of land entitled "Plan of Land in T Centerville (Barnstable), Mass. for Blanche C. Child Scale:'1"= 20' February 4, 1967 drawn by John L. Newton Reg. Land Surveyor West Yarmouth, Mass.", which said, ; plan is duly recorded with Barnstable.County Registry of,Deeds in Plan Book 208, i Page 155. For title, see Deed recorded in Barnstable County Registry.of Deeds.in Book 14257,f Page 346. ' x Consideration being nominal,no documentary stamps are required. Property address: 1175 Shootflying Hill Road, Centerville, Massachusetts. ' 460 and 464 Old Stage Road, Centerville,Massachusetts WITNESS our hands and seals this SS day,of Se tember,•2008. p _ 4 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. September S ,2008 1'k On this T, day of Septeinb$r, 2008 before me, the'undersigned notary public, personally appeared Newton,, proved to me through satisfactory evidence of identification, which was personal knowledge, to be the person whose name is signed on the pfeceding''or attached document, and who swore or affirmed to me the contents of the document are truthful and accurate to the best of his knowledge: a .�`4��►�utEi�t,,,,i,,,� 1► J Not ublic . 4+oo� AJLL9'•� . MY'commission expires: ° y \�`� Q ♦0 O \ Page 3 of a 3 Page Deed, �,,, + BARNSTABLE REGISTRY OF DEEDS � _ ' The Commonwealth of Massachusetts f Department of Industrial Accidents Office of Investigations 600 Washington Street t Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organizatiori/Individual): / Tf Address: R.D S(10 City/State/Zip: W. 1FNNM.t4A 02(o70 Phone#: • �� Are you an employer? Check the appropriate box: Type of project(required): 4. I am a general contractor and I 1.El I am a employer with 6. ❑ New construction ___-employees ' __ --.:-_. *--- -_---havehired-the-sub-contractors--- --- — --- - - — -- (fuli anw o, l,a,<<u,�,�): 7. Remodelin 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. t ❑ g ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.l 3:❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑Roof repairs insurance required.]t employees. [No workers' 13.❑ Other comp'. insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Comp any Name: 4, NSV Policy#or Self-ins.Lic. #: __24po 2`j Z I Expiration Date: Job Site Address: !3l/� /�/ U- City/State/Zip: li r )'IQ NBC" Attach a copy of the workers' compen ation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of IvIGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of s statement may be forwarded to the Office of Investigations o erage ve o hereby ce and t e pains and penal ` f that t information provided ;bW true and correct.Si ature: Date: Phon d . Official use only. Don wr a 1n a completed by city or town official. City or Town: PermiUicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: . r '•'Tt''M:'-1 1. ..'� ��', � i }...Y�� ,.< �c�+�! y„�,�; � I[(ayr�++i"r�.rx�.1 �44 r`i<.`, y ' y fi k(°d'H#i v � Mr" x �� If JUL-15-2009 WED 03, 17 PM FAX`'NO, 5089915461 = P, 01 ® ---' ®� � I .C► CERTIFICATE OF LikBILITY INSURANCE ' DATE(MM10DlYY is � � 7/14/2009 PRODUCER (.509) 994--9688 PAX' (508) 991-5461 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION � FLAGSHIP INSUPANCE AGENCY INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 414 COUNTY STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BF-LOW. NEW BEDrORD MA 02740 INSURERS AFFORDING COVERAGE NAIG# INSURED NSURERA:7:ransportAt on Insurance Co 20494C Vyborg Nuilding Company INSURER B:Ut]_C3 NSt10ri31 ABA: P.J. Nyberg INsuREa c: _ I P.O. Box 2009 INSURERD: - ,_:....._.-.....- ._..:_:......__... .-.::_........._.;.___..........:'..... . .... ...._ ._ Dennis MA 0263E INSURER F: ' COVERAGES 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 POI I('IFS At GRFCATF I IMiTS SHOVM MAY NAVF RFFN RFf)tICFI)RY PAII)CI AIMR INSR ADD'L POLICY NUMBER POLICY EFFECTIVE. POLICY EXPIRATION - — • LIMITS - - E El1�b1CQQLYX7FdMM1QQLYY GE_NERALLIABILITT tat h VUc UKKeNtit $ 1,000 f 00 DAMAZ E'T0 RENT7 D }� COMMERCIAL GENERAL LIhBtLlr! ��i` P•ft�lv)JSES_-(fie occypjence, $ 100 OQO CLAIMSMADE L2 l OCCJR116107774530j4 7/23/2009 7/23/2010 MEDEXP(AnV ov,eeerson) S PERSON�,l&ADV INJURY, . $ -1,000,00..0 ` GENERAL AGGREGATE_ $ 2-,000�0150 GEN'L AGGREGATE LIMIT APPLIES PER; PRODUCTS COMPIOPAGG S 2,000,OOfG- X POLICY Pr<u- LOC — AUTOMOBILE LIABILITY COMBINED 81NCLE.LIM IT ANY AUTO p (Esecciaenq $A 1,000,000 B ALL OVVMEDAUTOS V-4140949 7/23/2009 7/23/201.0 gODILYiNrurtv X SCHEDULED AUTOS (Der person) $ X HIRr.D AUTOS BODILY INJURY X NON-OVMFO AUTOS I (Per accident) $ j rd — PROPERTY DAMAGE (Per ecclaent) j c;ArcAcetanpne'fY AUTO ONLY-EA ACCIDENT $ T�I�R 77. ANY AUTO 0UT0 ONLIA YN EA ACC. $_ - AGG $ EXCESS UMBRELLA LIABILITY EACH OCCURRENCE $ - OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE 1 $RETENTION--$ _ 3 i A WORKERS COMPENSATION VJC STAfU- OTH AND EMPLOYERS'LIABILITY YIN TORY LIMITS. ER ANY PROPRICTOWPARTtICR/CXCCUT)VE P_L EACn ACCIOCI 13 3,000 OFFICER/MEMBER EXCLUDED? (Mandatory lnNH) WC2058077014 .7/9/2009 7/9/2010 E.L.DISEASE•EA EMPLOYE $ 1,000 0,5� tfyyea doacribaundor .. _ .. •-. ---._._..- --1 3PE4'IAL PROVI610N6 below - - E.L.DISEASE-POLICY,LIMIT- $ I 000 OGU+ OTHER I DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDORSEMCNT I SPECIAL PROVISIONS 1 CERTIFICATE HOLDER 18 NAMED AS AN ADDITIONAL :ENSURED A.T.I.M.A. CERTIFICATE_HOLDER CANCELLATION" ; :r (508) I60-1406 SHOULD ANY OFTNE ABOVE DESCRI BED POLICIES BECANCELLED9EFORETHEEXPIRATIONI RPF.IPE REALTY DAYS YnereeoF,7ne ia3UIN0 iNSURGR WILL t:NGEAVOk"fU MAIL 10 AY Tr•�� u 5 wRIT., P.O. BOX 186 � I..1 MST. DENNIS, MA 02 670 NOTICE TO THIS CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SH I, IMP05E NO OBLIGATION OR LIABILITY CF ANY KIND UPON THE INSURER,ITS AGENTS OR r PRESENTATIVES.URIZkOKkPRE5ENTATIVE. ce Kestanbaum/mM A RD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) PRODUCER 508-398-6033 FAX 508-760-1667 0312712009 THIS CERTIFICATE IS ISSUED AS A MATTER OF,i ORMATION Eastern Insurances G or p LLC ONLY.AND CONFERS NO RIGHTS UPON THE CERTIFICATE 519 Station Ave - HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR So Yarmouth MA 02664 'ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Cynthia Jenks INSURERS AFFORDING COVERAGE'. NAIC# INSURED A & E Forms Inc INSURER A: 'peerless Insurance " 32 General Ho7way Road INSURERBi Twin City Fire-Insurance Co 29459 So Yarmouth, MA 02664 wsuRERc: INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. . INSR ADD- TYPE OF INSURANCE POLICY EFFECTIVE POLICY EXPIRATION POLICY NUMBER , GENERAL LIABILITY LIMITS' BKWO8536I8898 •04/04/2009 0410412010 EACH OCCURRENCE $ 1,000,00 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED CLAIMS MADE �OCCUR $ 5000 OO A ' MED EXP(Any one person) $ 10,OO PERSONAL g ADV INJUR'i $ 1,000,0 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00c X' POLICY JE LOC PRODUCTS-COMP/OP AGG $ 2,OOO,OO AUTOMOBILE LIABILITY BAA08536I8898 0410412009 04/04/20I0 ANY AUTO COMBINED SINGLE LIMIT $ (Ea accident) 1,000,000 ALL OWNED AUTOS X SCHEDULED AUTOS BODILY INJURY A (Per person) $ X HIRED AUTOS X NON-OWNED AUTOS BODILY INJURY $ -r (Per accident) t PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY-EA ACCIDENT $ OTHER THAN' EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY 1 EACH OCCURRENCE OCCUR FI CLAIMS MADE $ ' AGGREGATE, $ $ DEDUCTIBLE $ ]_RETENTION $ ` WORKERS COMPENSATION AND 08WECTJ1337 04104 22009 "0410412010EMPLOYERS'LIABILITY W - OTH- ` B ANY PROPRIETOR/PARTNER/EXECUTIVE E.L:EACH ACCIDENT, $—1 FIR EEA OFFICER/MEMBER EXCLUDED? IF yes,describe under E.L.DISEASE-FA EMPLOYE $SPECIAL PROVISIONS below OT ER E.L.DISEASE-POLICY LIMIT $ 500,00 �T�iomas Williamson included for WC covera e DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS vidence of Insurance dditiona7 Insured: Reef Realty 9 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL I0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, , Reef Rea]ty - BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGAT ION OR LIABILITY PO BOX OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. W Dennis, MA 02670 OF REPRESENTATIVE Cynthia J Jenks ACORD 25(2001/08) FAX::' (508)760-I406 a ACq�ORPORATION 1988 , Jul. 21, 2009 11 : 50AM No, 2807 P,' 2 E�(�a�� DkTE[MMIODIYYYY) CERTIFICATE' OF LIABILITY INSURANCE OP�D FK BRAD)-1 07/21/09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMIATION p ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 'xU insurance, Inc. (CC) i HOLDER.THIS CERTIFICATE DOES Nq. � END,EXTEND OR 14 Lots Hollow Rd ALTER THE COVERAGE AFFORDED SY THE POLICIES BELOW. Orleans MA 02653 Phone 1508-255-3212 Fax:508-255-9864 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Selective Ina . -Co. of SE 39926 INSURERS: Tochnnlogy rnaurancu Corp ny 42376 Brad Jones INSURER C: DBA Jones Concrete Design 92 Henry$ Rd - INSURER D: Brewster MA 02631 INSURER E: - COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATEO.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH T141S CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCEAFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH - POLICIES.AGGREGATE L161ITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, POLICY EFFFCT[Vki POLICY EXPIRA410H III TNSR' S POL(CY.NUMBER DA E MWD DATE MM1DD LIMITS LTR NSR TYPE I FITY RANCE EACH OCCURRENCE S 1000000 GENERAL LI0.BIL ITY A X X ttrRAIr COAIMERCIALGENERALLIABILITY S1896068 07/07/09 07/07/10 PREMISFs Evo=rmco 5100000 n. h1ED EXP(Any one person) 3 10000 CLAIMS MADE FRO OCCUR .` PERSONAL&ADVINJURY $1000000 X Prod/Comp Ops Inc GENERAL AGGREGATE $3000000. GEN'L AGGREGATE LIMITAPPLIESPER: - PRODUCTS-COMP/OPAGG 53000000 - POLICY f PpC0j LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT' S (Ea soddmt) ANY AUTO ALL OWNED AUTOS BODILYINJURY $ SGHEOULED AUTOS (Per person) HIRED AUTOS BODILY INJURY y N (Per accident) ON•OWNED AUTOS f PROPERTY DAMAGE $ ,. (Par aocidenl) GARAGE LIABILITY AUTO ONLY:•EA ACCIDENT' S :' ., ANY AUTO OTHER Ti lAN EA ACC $ AUTO ONLY: AGG S EXCESS I UMBRELLA LIADILITY - EACIJOCCURRE14CE S. OCCUR CLAIMS MADE AGGREGATE $ S DEDUCTIBLE $ S RETENTION S WORKERS COMPENSATION '• - TORY LIMITS ER AND EMPLOYER.$'LIABILITY B ANY PROPRIETORJPARTNERIEXECUTN� TKC3205996 07/10/09 07/10/10 EL.EACHACCID�NT .. S100000 OFFICEMIEMBEREXCLUDED7 !(mandatory In NH) E.L.DISEASE-FJtF1v1PL0YE $100000 t If yes,daeMbeunder - - - EL.DISEASE-POLICY LIMIT s500000 SPECIAL PROVIS[ONS bc1mv _ OTHER t DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES r EXCLUSIONS ADDED BY ENDORSEMENT I.SPECIAL PROVISIONS q , Concrete -Construction Brad Jones is is covered by the workers' compensation policy.q Reef Realty'Ltd is an. additional. insured.-under GL as 'required by Writtexz contract, CI=RTiFICATE HOLDER- ' CANCELLATION _. . 'SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF,yHE ISSUING INSURER WILL ENDEAVOR70 MAIL. 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO 00 30 SHALL ' IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR; Reef Realty .Ltd.' - REPRESENTATIVES. PO Sox' 186 AUTHORIZEDREPRESENTATTYE West.,Dennis MA 02670 _ TD Insurance, Inc, NOV-12-2009 10:17 From:MARK SYLVIA INS 5084209227 To:IAXmcdem :y P.1/1 ,I DATq lMM1DDM'YY) �t ORD,M CERTIFICATE OF LIABILITY INSURANCE 11/1212009 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION r PRODUOOR (608)42b•0440 ONLY AND CONFER$ NO RIGHTS WPON THE CERTIFICATE ' Mark Sylvia Insurance Agency HOLOFit. THIS CERTIFICATE DOES NOT AMENQq, EXTEND OR 771 Main Street ALTER THE COVERAGF AFFOROEQ BY I HR POLICIES BELOW. 0stervllle MA d2066 INSURERS AFF5RDINGVERAGE jil INGURSRA Farm a insuranceR,W Anderson•&bons Framing,Ina.241 Route SAIN6uRt R cEast Sandwich,MA 02637 INSURER DDINSURER M• COV RAGES TH1?POLICIES OF INSURANCE LISTED BELOW HA\(E BG'I5N 1SSULD TO THE INSURED NAMED ABOV11 POR THE POLICY MRIOD INDICATED.NOTWITHSTANDING ANY POLICIES OFNT,TEAM E! CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED 4Y THE POLICIES DESCRIBED HEREIN I$$UBuEGr TO ALL THE TERM51IExCLUSIQN3 AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED aY PAID CLAIMS ,,,,,..,a.M»-+w .�,.,,._., ,.....,.... PO Y I11FFE=CT VE POLICY RrfP T N LIMITS IN>1 �� "" POLICY NUMrrhR pACH OCCURRENCE' 1 1�OOO,OI>D c�CNERAi LIAB141TY 2001X0$$d 11119/2000 11116/2010 -ISANIAiiPTr3'R�NTE6^^ 50,000 A X' CDMMi RCIALOFN$RAL LIABILITY PP B'k$((:09LG11L7nG 1 6,000 CLI111r18 MAOt1 OCCUR r O fiX An ana moon 1 ` PRRSONAL A ADV INJURY 1 w a 2,000,000 GENERA LAOORB TE 1 PRODUCTB.COMPIOPAOG 1 2,000,000 PORN'L A00REOAYC LIMIT APPLIEB PER P LOC X POLICY _ AUTOMODILRLIABarIY QOMDINER$IN04ELIMIT 1 (eo daalAvnq ANY AUTO ALL OI&NaD AUTOS DODILY INJURY q (Per porean) .,.s. GCt�IEDULEPAUTOS _ *r—^^^'------ ` BODILY INJURY ' .� HIRED AUTOS � (Per eoaltlontl 4 , NO"MEO AUTOS w«.. •,�mm,. PROPERTY DAMAOD q (Per"Oont) 6ARA091,IAUILITY AUTO ONLY^BA ACCMIINT . 1 OTHER THAN EA ACC 4 ANY AUTO AUTO ONLY AGOFR q im nACHCtCURAONCE 9SAlMdpeLLALlAeILITY OCCUR 0 0LAIMPMAIM . AOOR110 r q 1 DEDUCTIBLE - a RETENTION q X 0 I. wDRkf R$COMPEN8AYION AND 2001 W$391 9/1812000 .0118/ 01 D S)fRvy .l E - 1,000,00D A 1IMPLOYERS'LIABILITY e L nACH ACCIDENT 4 " 0 FICIjfoP ?aTORIGXGLU2RMXeCUTIVEi pL OI89A6P-rAL"MPLOYPE t r 1,00%oao If Xee Caaatbe antler NO V.I.DI66A80•POLICY LIMIT 1 1,D00,000 V I S slaw - .. DM6CRIPTIONOFOpaRATION6I LOCATIONS lVaHICLESI EXCLUSIONS ADDED BYL`NDOR6CMFNT1 SPECIAL PROVIBION$ , f G"a(;hl@rltry • Matthew Anderson Is covered by the workers compensation pDllcy. Rdaf Realty, L'TD fisted as additional Insured on thb Commercial gdndrai liability policy, �. CERTIFICATE HOLDER. . P CANCELLATION (800)346-A059. ($D8)yti0.1 d06 GNOULD ANY OF THE ADOVII 0e$CWIDDo POLIC146 as CANOPLLMD DEFORU THe EXPIRATION DATE THaAPOF,THII ISSUING INSURER W1,4 IINDEAVOR TO MAIL ,,,..,,r_DAY$ WRITTEN 1 Reef Realty,LTD NOT.K161O THE CERTIFICATa HOLDER NAMt7D TO YHatEFr,DUT FAILURq TO 00 00 SHAI,I. 24 School St PO SOX 186 IMPOSe NO OALIOATION OR LIABILITY OF ANY KIND UPON THE, IN6URER,IT$AOGNT$OR West Dennis,MA 02670 _, ,,• ,, ftlipREBt?NTATIVfiG ' AUTHORIXQO R6PRCGENTATIVa t AGORA 25(2001/08) � _ 0 ACORD CORPORATION 1988 I ,�^��.+ ry�9"} L}: ��' : w •'"�'t.y.�' rrk+ �'� v tr'-`1'"��E, c o rt;C...�" Y,�-�.,��y�,;•r k y�, ,r: � ,�#,�w: 09/09/2009 14:33 5088890550 ALMEIDA CARLSON INS PAGE `01/02 ACO D 7osiagi2cog E(MWDDNYYY) ATM, CERTIFICATE QF LIABILITY INSURANCE PRODUCER Phone: (508)888-M Fmc. (500)MO-0550 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ALMEIDA&CARLSON INSURANCE AGENCY INC_ ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O.BOX 719 HOLDER. THIS CERTIFICATE DOES NOT AMEND,-EMNI) OR SANDWICH MA 02563 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW_ INSURERS AFFORDING COVERAGE NAIL# - INSURED INSURER A: TraV4lOrs Inssuranca Company DENARDO HOME IMPROVEMENT OF CAPE COD INC. INSURER B: TrOV016r9 Insurance Company 17 WILANN ROAD INSURER CI MASHPEE MA 02"Q - INSURER D: INSURER E: COVERAGES 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 MOUED OR , MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DE80RIBED HEREIN IS SU2JRCT TO AL_LTHE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS, - INMRADD TYPEofINBURANCS POLICYNUMBER I)CUOYeFP60TIVe POLICYiKPIRATI6N w LIImTs I., M8 T OATS MMM a ENEtALLIABILITY 680883OA359COF 09MO109 09/10110 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY - DAMAGE TORENTEO $ 300,000 n . PRFMI13ES •a ovwmnw CLAIMS MADE a OCCUR MEO.EXP(Any one person) S 5,000 , A PERSONAL&ADV INJURY $ 2,000,000 GENERAL AGGREGATE R 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMPIOP AGO. $ 2,000,O00 x POLICY FROG LOG AUTOMOBILE LIABILITY BAS40OM565-09 01100109 01/06110 COMBINED SINGLE LIMIT ANY AUTO , (Ea aaolderA). _ ALL OWNED AUTOS - ..•..BODILY INJURY"•: . X SCHEDULED AUTOS - (Per pera0n) b 100,000 B X HIRED AUTOS - / BODILY INJURY $ 300,000 X NON-OWNED AUTOS (Peracddent) PROPERTY DAMAGE $ 100,000 (Per accident GARAGELIACILITY AUTO ONLY-EAACCIDENT 3 IP ANY AUTO , OTHER THAN EA ACC $' a „ AUTO ONLY: AGG 5 rXerZ8I UMBRELLA LLABILTTY " -- - EACH OCCURRENCE OCCUR ❑CLAIMS MADE - - AGGREGATE' S DEDUCTIBLE _ $ RETENTION 8 $ . Vtl IMATU- WORKERS COMPENSATION AND - roP.Y uMrra OTHER EMPLOYERS'LIABILITY - E.L.EACH ACCIDENT $ ANY PROPRIEW"AMMIR1011 1MI et'F106INAGtA#tR EXCLUDE" EL.DISC ASE•EA EMPLOYEE. 8, If e .riba QOetl SPECIAL PROVISIONS RO 10N6 6alew El,'EI9EASE-POLICY LIMIT $ OTHER:- DESCRIPTION OF OPERATIONSILOCATIONSNEI'IICLESIEXCLUSIONS ADDED BY ENDORSF,MENTI SPECIAL PROVISIONS CERT HOLDER IS LISTED AS ADDITIONAL INSURED ON ABOVE GENERAL LIABILITY POLICY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF, THE ISSUING IN8URER WILL ENDEAVOR TO MAIL10 DAYS ,. WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE REEF REALTY I-TD TO Da 30 SHAI,L IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, 24 SCHOOL STREET MS AGENTS OR REPRESENTATIVES. PO OOX'ISO . AUTHORIZED REPRESENTATIVE WEST DENNIS MA 02670 Attention: $08-258-7066;CC: 508-477-809 Maureen A.Raymond ...�.,.. .. .. ..,,,�i f:arlitiY•AtA A 879111 0 A[:hRn CORPORATION 1ARR -•--T'^-i^7 -TM'4^�`;"^.7'c^—'- •-o•TT- r -c' '_"` e vc +.. ps #yt a RightFax N2-2 3/6/2009 9:27_:38 AM PAGE- 2/002' Fax Server ACORD. CERTIFICATE OF INSURANCE DATE(MM\DD\YY) 03-06709 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 485 ROUTE SULLIVAN INS HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 85 ROU 134 -ALTER THE COVERAGE AFFORDED BY THE POLICIES•BELOW. PO BOX 1497 COMPANIES AFFORDING COVERAGE ' SOUTH DENNIS,MA 02660 COMPANY 75BKG A CONTINENTAL CASUALTY COMPANY , INSURED COMPANY B MONGEAU MICHAEL COMPANY 77 TRADERS LANE C WEST YARMOUTH,MA 02673 COMPANY COVERAGE - 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. - CO POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM\DD\YY) DATE LIMITS GENERAL LIABILITY GENERAL $ COMMERCIAL GENERAL PRODUCTS-COMP/OP AGO, $ CLAIMS MADE OCCUR. PERSONAL&&ADV.INJURY $ . OWNER'S&&CONTRACTOR'S PROT. EACH OCCURRENCE $ ' FIRE DAMAGE(Anyone fire) $- MED.EXPENSE(Anyone person) $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT • $ ALL OWNED AUTOS BODILY INJURY(Per Person) $ SCHEDULE AUTOS BODILY INJURY(Per Accident) $ NON-OHIRED WNED PROPERTY DAMAGE NON-OWNNEDED AUTOS $ GARAGE LIABILITY ANY AUTOS AUTO ONLY-EA ACCIDENT $ " OTHER THAN AUTO ONLY: EACH ACCIDENT $-, AGREGATE $ EXCESS LIABILITY UMBRELLA FORM M EACH OCCURRENCE $ A OTHER THAN UMBRELLA FORM r AGGREGATE $ WORKER'S COMPENSATION AND A EMPOLYER'S LIABILITY U6-0201 N647-09 03-04-09. _03-04-10 STATUTORY LIMITS X THE PROPRIETOR! EACH ACCIDENT $ 100,000 OFFICERS ARE: EXCL PARTNERS/EXECUTIVE X CL DISEASE-POLICY LIMIT $ 500,000 OFFIC DISEASE-EACH EMPLOYEE $ 100,000 OTHER b DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIRESTRICTIONSISPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE MONGEAU MICHAEL IS COVERED BY THE WORKERS'COMPENSATION POLICY. r'r CERTIFICATE HOLDER CANCELLATION ' - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES 13E CANCELLED BEFORE THE REEF REALTY y - - EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 - - - •DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT 24 _ BOX I FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ' SCHOOLL STREET ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. WEST DENNIS,MA 026.70 AUTHORIZED REPRESENTATIVE ^I - y ACORD 25-5(3193) Dennis ChOOkaSZ1S j arm'"" * a .,• �e'A�c. .:s�a§ `'''d►f,-Y fie,.. d3's+. ��'��e d7.. �;. kYM•-v +.:,��'r= � � .�' <#e5�,'. ACORD,* CERTIFICATE OF LIABILITY INSURANCE PRODUCER Phone: BOB-396-1980 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers & Gray Ins. -So. Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 434 Route 134 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. 0. BOX 1601 South Dennis MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSUR6O MSURERA; I E V Winslow Plumbing & Heating, Inc. INSURERBI Excels n ura n 8 Reardon Circle , x MsuRERc; r South Yarmouth MA 02664 INSURER D: INSURERE: .COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED.ABOVE FOR'THE POLICY PERIOD INDICATED, F TRACT OR OTHER DpCIIMENT WITH RESPECT TO WHICH THIS TILST IN OIREMENT TERM OR CONbITION 0 ANY CON NOT9TI AND G ANY REQUIREMENT, TO ALL THE CfiR Be ISSUED OR MAY PERTAIN, THE INSURANCfi AFFORDED BY THE POLICIES DESCRIBED HEREIN I8 SUBJECT TIFICATE MAY S TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGQREQATE LINIT6 SHOWN MAY HAVE BEEN R'MDU4'EI] 9Y PAID CLAIMS. 1l18R O POLICY NUMBER POLXYlPFECTIYE POLICYF7tPIRATION Lnylra TYPI Of A oENERALUASNITY CBP9919974 12/1/2009 12/1/2010 FACHQCCURRENCE 0 000.00 updvlAur IV T COMMERCIAL GENERAL LIABILITY CLAIMS MADE 50OCCUR MEUEXP An oneperson $5,000 PERSONAL&ADV INJURY1$2,000,0-00 pENEFIALAGGREGATE S ¢ENI AGGREGATE LIMTTAPPLIESPER: ' PRODUCTS•COMPIOPAGO $ POLICY El P LOC g AUYOMMLLLJASILITY 13AS218494 12/1/2009 12/1/2010 coMBNFDSWGLELIMIT "11 000,000 ANYAUTO (Ev Pcd ALL OWNED AUTOS BODILYINJURY $CHEOULWAUTOS (PorP—) ; HIREDAUTOS BODILY INJURY $ NON-OWNED AUTO$ lFar acddwn) v a' PROPERTY DAMAGE (PorncadeM) _ 1 GARAQFLLWILTTY ' AUTO ONLY-94ACaDENT S ANYAUTO OTHERTHAN EA ACCH . S AUTO ONLY: AGG $ A EXCEOUNMBRELLA LIA81LITI CU9 918 8 7 5 12/1/2 0 0 9 12/1/2010 EACH OCCURRF NCE $2,000,000 OCCUR ©CLAIMBMAGE AGOREOATE 8 DEDUCTIBLERX r ' RETENTION $ r C JwoRkwksI;4wPm&ATMANO C1658A 1/1/2010 Z/1/2011 X Wcs oE. TN. EMPLOYERS'LIAbILITY - ANYPROPpfETOWPAR"EW=ECUTIVI E•L•EAGI♦ACCiDENT - $50 OFFIGERlMEasFiExCLbEb7 EL DISEASE-EAEMPL96E S IAL PROVISIONS below E,L•p16AE-PQLCYU OTNEIi DESCRIPTION OF OPERATRIND I LOCATION$T VEHICLOI CXCLUSIOMS ADDED SY INDORSIMINTI SPRCIAL PROVI810N8 he certificate holder'is listed as An additions] insUred for ongoing operations when required in writing in a ontract, ASr**ment, or permit for bodily injury and-property damage on the general, liability described above- antral"Vacuum is a Divibi.oit of E H Winslow Plumbing & Heating, Inc r 3 , CERTIFICATE HOLDER CANCELLATION SWULD ANY OF THE ABOVE DESCRIBED POLICIES DE CANCETAND s REEF REALTY LTD BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE,TO THE P.O. BOX 186 CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO Do SO WEST DENNIS MA 02670 SHALL IMPOSE NO DBLIQATION OR LIABILITY OF ANY RIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES- ' AUTHORIZED REPRESENTATIVE � �, M�� - -A- �'�= M i��61 • /17/2009 9:39 AM FROM: Bearce Insurance T0: 8,150825870166 PAGE: 001 OF 002 DAsp�imm ACORD,x, CERTIFICATE OF LIABILITY INSURANCE o9/17/2009 PRODUCER 508)586-3400 FAX (508)586-3700 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ( ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Bearce Insurance HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 670 Pleasant Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. 0. Box 1709 INSURERS AFFORDING COVERAGE '.'NAIC# Brockton, MA 0230125658 INSURED COASTAL HEATING & AIR CONDITIDBA'COASTAL HVAC . INSURER a. The Travelers•Indemnity-Compan 40274 ' INSURER6: CITATION INSURANCE- 1039 ASH ST INSURERe: Savers Property & Casualty BROCKTON, MA 02301 INSURER D'. INSURER E: COVERAGES HE POLICIES OF INSURANCE LISTED BELOW AtJVIECONTRACT OR OTHER BEEN ISSUED TO THE(DOCUMENT WITH AREOSPECTTO WHICH THIS O THIS CERTIFICATE MAY BE ISSUED DING ED OR ANY REQUIREMENT,TERM OR CONDITION MAY PERTAIN,HE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF.SU CH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CP LI IM YEFFECTIVE POLICYEn^XPIRATION LIMITS INSR N D' TYPE OF INSURANCE POLICY NUMBER . EACH OCCURRENCE $ _ `1 000,`000 GENERAL LIABILITY I6801MCMINDO8 12/05/2008` 12/05/2009 DAMAGE TO RENTED , $ -" �300,000 COMMERCIAL GENERAL LIABILITY - - EXP An one person) $ 5,OOO ED _ ISFS IF ` M (Any CLAIMS MADE �OCCUR °, -,�'. ,. 'PERSONAL&ADV INJURY �_ $ 1,OOO,OOO A X r GENERAL AGGREGATE PRODUCTS-COMP/OP AGG: $ w 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - - POLICY PRO-X LOC J E e ZT5262 07/17/2009 07/17/2010 COMBINED SINGLE LIMIT, - $ AUTOMOBILE LIABILITY .. (Ea accident) 500,000 - ANY AUTO , BODILY INJURY $ ALL OWNED AUTOS - - (Per person) - - B X SCHEDULED AUTOS - - " BODILY INJURY $ X HIRED AUTOS (Per accident) X NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) ' _- AUTO ONLY-EA ACCIDENT $ GARAGELIABILITY - OTHER THAN EA ACC $ ' ANY AUTO - AUTO ONLY: AGG $ 4 EACH OCCURRENCE $ EXCESSIUMBRELLA LIABILITY AGGREGATES $ ❑CLAIMS OCCUR MADE , '� $ $ DEDUCTIBLE $ RETENTION IS AR0426049 09/14/2009 09/14/2010 X we srl nT ETH WORKERS COMPENSATION AND - E.L.EACHACCIDENT $ • 500,000 EMPLOYERS'LIABILITY ` - - C ANY PROPRIETOROARTNERIEXECUTIVE E:L.DISFI+SE-EA EMPLOYE $ 500,000 OFFICER/MEMBER EXCLUDED? _ - E.L.DISEASE-POLICY LIMIT $ `� 500,000 It yes,describe under SPECIAL PROVISIONS helm OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED,BY ENDORSEMENTI I SPECIAL PROVISIONS eef Realty, Lt. is named-as an additional insured. The workers compensation Policy covers all,-employees. ' , �.. CANCELLATION - CERTIFICATE HOLDER "' - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WIEL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Reef Realty Ltd. - BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Toni a OFANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. PO BOX. 186 AUTHORIZEDREPRESENTATIVE; JIII. West Dennis, MA 02670 . Will Bearce, III/SAH FAX; (508)258-7066 ©ACORD CORPORATION 1988 _ ACORD 25(2001108) - i ,Fy IN MIME -� :: ,k� ^p�(u:�4d`'""rI, + `i§�i {k, P e ,k+ h� ,da 9' '_ ,�y'4!r a•`� .r: . u1;rAto^i iion3,H> ?i.K•.�.,m,��'u'4'@�.a'13 �' 11/05/2 11:17 5083855991 ! E,3 MCGRATH _INSURANCE _ `. PAGE 01 o CERTIFI A'TE OF LIABILITY INS/URANC ID OP E- R�I MP , DATE(MM1D0I'rYYY) 11 05 09 PRODUCER TH13 CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Edward JMcGrath lnsnxance HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR _ ALTER THE COVERAGE AFFORDED 5Y tHE POLICIES OEt,OW- P.O. Sox 1003 Dennis MA 0263$ F Phone: 508-385-2454 Fax:508-38°i-5991 INSURERS AFFORDING COVERAGE NAICA INSURED INSURERh Marxlax d Casualty 19356_ INSURER R; The TrnVOlOrs 1"n -nde Ca. •' _ 01899 - David W Raunela dba David INSURER C:,," Raunela Electrical Contracting 35 Crown Grant n4 INSURER D: Dennis MA 0263$ - INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSUREQ 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 RE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLIOV DESCRIBED HEREIN 13 SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS'QF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN RECUCGD BY PAID CLAIMS. - ^ 4TR NSR TYPE OF IN$uRAN06 l POLICY NUMBBP! DATE MMIDDIYYW DATE rMMmnfYYY LIMITS GENERAL LIABILITY - a tEACH OCCURRENCE $lOOOOOO _ ETORENTED'-"X X ' COMMF.RCIALOENERALLIRBILITY SCP030254024 08/10/09 08/10/10 E6(Eecxurencs) S 300000 CIAIMS MADF OCCURP(Any onn Parson) ' $10000-- _— PERSONAL&ADVINJURY $1000000 GENERALAGGREGATE $2000000 GENT AGGREGATE LIMIT APPLIES PER. PRODUCTS-OOMPIOPAGO n 2000000 POLICYPRD LQC I - AUTOMOBILE LIABILITY n _ COMBINED SINGLE LIMIT ;S '(Era Rceddont)ANY AUTO ALL OWNED AUTOS _ `BODILY INJURY $ (per SCHEDULED AUTOS HIRED AUTOS - BODILY INJURY - $ ,. (Per ewddent) NON-OWNED AUTOS - PROPERTY DAMAGE $ — (Per eocidenl) GARAGE LIABILITY AUTO ONLY•EA ACCIDENT S ANY AUTO Y OTHER THAN EA ACC S { AUTO ONLY! ---AGG S - ' 1 EACH OCCURRENCE EXCESS 1 UMBRELLA LIABILITY OCCUR f CLAIMS MADE . . - AGGREGATE — • a ' DEDUCTIBLE RETENTION WORKERSCOMPENOATI0N '" , _ TORYLIMI-r5 ER AND EMPLOYERS'LIABILITY e ANY PROP121ETOR/PARTNERIEXECUTNC� 71?JM19623L54409 11/11/09 11/.11/10 E.L.EACH ACCIDENT-. .41.00000 OFFICERIMEM13ER EXCLUDED) - i (MandakfaryInNH) E.LDISEASE-EAEMPLOYEC $100000 Ifgy daxcrlheunder _ - ` - 1 E.L.DISEASE-POLICY�LIMR $SOOOOO ` 6 EGrIAL PROVISIONS below OTWER DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED SY 6NOORSEMENT 1 SPECIAL PROVISIONS _ David Raunela,is included as sole_ propriator in, Workers Compensation Coverage ' CERTIFICATE HOLDER CANCELLATION ' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION REE DATE THEREOF,THE MOVING INSURERVdILL ENDEAVOR TO MAIL lQ 'DAY:WRITTEN NOTICE TO THE CERTIFICATE MOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL R4ef Realty Ltd d$a IMPOSE NO LIGATION OR LIABILITY OP ANY KIND UPON THE INBIJI30.ITO AGENTS OR REEF, Cape Cod'S Home S101der I NT IVEa. P 0 Box 186 ALIT R REPREBENTATIVG y Vest Dennis MA 02670 ra h in anae Ag ACORD 25(2009101) @ IS88-2009/A ORD CORPOR(aT rTghrs ressrV0d. •rw..Ae`eiOn r,a mn%nri Inn^nra rarllrfoe4ti mRrkR of Arb D l - ti7, ' i ,•.'�• k �..,�=r .� .,..,.. _ , Av ® I DATE(MWDD/YYYY) ERTIF CATE OF LIABILITY INSURANCE page 1 of 2 09/24/2009 PRODUCER 877-945-7378 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPONo-THE CERTIFICATE Willis of Tennessee, Inc. HOLDER. THIS CERTIFICATE DOES MOVAMEND, EXTEND OR 26 Century Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ' P. 0. Box 305191 Nashville, TN 37230-5191 INSURERS AFFORDING COVERAGE NAIC# INSURED NAP Installed BuildingProducts INSURERA: Zurich American Insurance ance Company 16535-005 165 State 3 INSURERS: Cincinnati Insurance Com an 10677-001 P.O. Box 109 09 P y Sagamore Beach, MA 02562-1309 INSURERC: Steadfast Insurance Company 26387-002 INSURER D:, INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' POLICY EFFECTIVE POLICY EXPIRATION LT NSR TYPEOFINSURANCE POLICYNUMBER DATE(MMIDDfYYYY DATE MM/DD/YYYY -,LIMITS A X GENERAL LIABILITY GL0913952703 10/1/2009 10/1/2010 EACHOCCURRENCE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED a PREMISES Eaoccurence $ 1 OOO OOO . CLAIMS MADE LXJ OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 2,000,000 GENERAL AGGREGATE $ 4,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PE X LOC B AUTOMOBILE LIABILITY CAA5878127 (AOS) 10/l/2009 10/l/2010 COMBINED SINGLE LIMIT B X ANY AUTO CAA5878131(NY) 10/1/2009 10/1/2010 �(Ea accident). $ 1,000, - 000 B ALLOWNEDAUTOS CAA5121545 (CA/NV) 10/1/2009 10/1/2010 BODILYINJueY SCHEDULED AUTOS (Per Person) $ X HIREDAUTOS BODILY INJURY X NON-OWNED AUTOS ; (Per accident) $ PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTOONLY-EAACCIDENT $ ANY AUTO OTHERTHAN. EA ACC $ r AUTO ONLY: AGG $ C EXCESS/UMBRELLA LIABILITY AUC913958003 10/1/2009 10/1/2010' EACHOCCURRENCE $ 10,000,000 X OCCUR CLAIMSMADE AGGREGATE.- $ 10,000,000 s $ a DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU• OTH- A WC91395,2603 10/l/2009 10/1/2010 X To YIIMITS ER AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVEY] WC9 13 9-5 2 8 0 3-(WI). 10/1/200.9 10/1/2010 F•L.EACHACCIDENT $ . 1 OOO 'OOO OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,OOO If yes,describe under SPECIAL PROVISIONS below -y E.L.DISEASE-POLICY LIMIT $ 1,000,000 B OTHER XS1154851AOS,CA/NV/ 10/1/2009 10/l/2010 Excess Auto v $4,000,000. Limit DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS ` Reef Realty Ltd. is named as an Additional Insured as respects to General Liability only as required by written contract. The Officers are ,included in the Workers Compensation. r CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION +: DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 6' IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Reef Realty Ltd. REPRES TATIVES. PO BOX--186 AU O ED REPRESENTA West Denis, MA 02670 MNAA ��(� :Jun 18 2069 1 : 45PM 568-76Q- 1223 p. ) Ing ACQRD!. CERTIFICATE OF LIABILITY INSURANCE_ DATE(hAMr00 KYl Y Rnoucee 508,394,7648 FAX 508.760.1223 THIS CERTIFICATE!S ISSUED AS q M l 06/18/2009 Kevin McGrath Insurance Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CET-F—O-RWA 1ON 420 Route 134 HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P•p. Box 1500 ALTER THE COVERAGE AFFORDED 8Y THE POLICIES BELOW, South Dennis, MA 02660 iMSURERSAFFORDINGCOVER•4GE INSURED 70 R y `'3 INSURERA: National. Grange Mutual NAIC# 733 OLD BASS RIVER ROAD 14788 DENNIS, MA 02639 INSURER a: INSURER C: INSURER D: INSURER E: - - • COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE' ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH LTHIS CER I ICA EAMAY BE ISSUED OR THSTANDIN( MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MIDDJYYYY 711AMAIJDGENERALLIABILIrY MPI52472 D6/08/2009 08 2 110 unTlrs EACH OCCURRENCE $ 2 L 001),0! COMMERCIAL GENERAL LIABILITY CLAIMS MADE a OCCUR • - .PREMISES Ea occurrence $- 5O(10 01 A x MED EXP wry one Person) $ 10 a PERSONAL&ADV INJURY $ 2,©DD,a GEN•L AGGREGATE LIMIT APPLIES PER; a GENERAL AGGREGATE $ Q,000,OI POLICY P LOC PRODUCTS-COMFIOP AGG S 4,Do0,01 AUTOMOBILE LIABILITY ANY AUTO CO MINE t;SINGLE LIMIT(Ea $ ALL OWNED AUTOS SCHEDULEDAUTOS BODILY INJURY HIRED AUTOS (Per Person) g NON-OWNED AUTOS VAUTO JURY Y DAMAGE.nt)GARAGE LIABILITYY-EA ACCIDENT g ANY AUTO . - OTHER THAN EA ACC $ AUTO ONLY: EXCESS 1 UMBRELLA LIABILITY AGG S OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE S I , DEDUCTIBLE } $ RETENTION g $ - - WORKERS COMPENSATION S AND EARPLDYERS'LIABILITY - - t ANY PfC�:,RiETO{/PARTNEWE}t'EGUTI'dNTfiOFFICERWEMBER EXCLUDED? E.L EAS1ldanda[oFy In F.IS )If Yes,desaft under E.L.DISS SPECIAL PROVISIONS belowOTHER E.L.DISS DESCRIPTION OF OPERATIONS J LOCATIONS/VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEFAENT l SPEGUiL PROVISIOhlS - - - .1 _ Certificate holder is an additional insured. , CERTIFICATE HOLDER a f CANCELLATION SHOULD ANY OF THC AEOVE Ds5CRIBED POLICIES BECA!•ccLLED BEFORE T!ic E3:FErL;TION- Reef Realty LTI) DATE THEREOF,THE ISSUING INSURER VALL ENDEAVOR TO NAIL Dl,YB INP,ET'T dba REEF, Cape Cod's Home Builder NOTICF-TO THE CERTIFICATE HOLDER A.[fIED T07HE LEFT,BUT FA[L. Attn,: Matt � Ur._To D59SoSH4�. [htF'O"E HO OSUGAT!ON OR LIABILITY Off ANY Klk'Q UPOf!THE ihSsUFi'E^n,I`e S FGE!v'TS f3R. 24 School street ftEPRE3ENTFtTIifES. P.O. BOX 196 AUTHORIZED REPRESENTATIVE' ode t D-Ennis. MA 401 670+ CCFF;D Z5 20(k2,101 11(evin E Gsath { FAX: SOS.760.14Q6 ©1m8S-2QIi9 ACOR,€ Gf1F%ErE3 TIO&�. Ii IE r TE a ACORD name and IogO are registered [Harps of ACOPD gITts re-served. f U&'- ... ic cN,ov_24 . ,2009 5 OOPP� CHRGNON 1 NS 4RLE,AIdS.�`��-j-Y � � � � Ido 5429 =P 171Dp'YYYY) % `QN i IF,%-f L, wi L�IM 11/24/09 - I DUCER THIS CERTIFICATE IS ISSUED AS A"TTER OF INFORMATION I�agnon In�uza,:4e Agency, Ino. ONLY AND CONFERS NO RIH� UPON THE CERTIFICATE 1�X 42 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Orleans, MA 02653 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: ITT .HARTFORD ' Adrian P Reddy Jr DBA, TRIM WORKS INSURERC: s 333 HARWICH RD INSURERD: I Brewster, MA 02631 INSURER COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTOTHE 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 BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THETERMS,EY,CLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAIDCLAIMS. ' T -- -- - - --— � AGD°L POLICYkFi cCTIVE i POUGY EXPIRATION LTR iN5F;V TYPE OP INSURANCE POLICY NUMBER fMMIDDIY LIMITS GENERAL LIABILITY ' EACH OCCURRENCE 1$ 1,000 r 000 A LLi C01JM£RCIALGENERAAEIL1TY j0$SLALZ6704 i 11 21 OB;' 11 21 Og -J— L PRAM F+�i�33S2SGS!lLeP eJ.._ 1$ _ CLAIMS MADE XIOCCURI 11/21/091 .13. 23, 1O'N DEXP(Ayonpereon) $ < _10.000 ... --•------- I ; IPERSONaLEADVINJURY $ 1:,000,000 1 GENERAL AGGREGATE . 21 GEN'L AGGREGATE LIMIT APPLIES PER I PRODUCTS-COIu1Pi0PAGG $ 2,OOO�OOO i I POLICY I PRO- lOC I + ----- - -- AUTOMOBILE LIABILITY i _ . I r—i I, CONS INED SINGLE LIM IT ANY AUTO (Ea accidard).` i I 1 ALL I- OWNED AUTOS I BODILY INJURY SCHEDULED AUTOS $ HIREDAUTOS I I a r f BODILY INJURY -- - Y.., I NON-OWNED AUTOS I I I* i(Per®uident $ PROPERTY DAMAGE I I(Peraccidertl) I$ GARAGE LIABILITY I AUTO ONLY-EA ACCIDENT $ a I ANYAUTO i OTHER THAN - EAACC 1$ _ I 1 AUTO ONLY: G $� EXCESS I U MBRELLA LIABIUTY I i' S EACH OCCURRENCE `- $. _ •.J OCCUR CLAIMS MADE i i. - f AGGREGATE i.. DEDUCTIBLE I $ RETENTIQN `WORKERS COMPENSATION I WC STATU- i iOTH- ANC7 EMPLOYERS'LIABILITY } _ __LO&Y-L1MlZS YIN ANY PROPRIMRIPAI'RTNERIEXcCUT1VE 08WECPS2587 2/2�07 z�2�08 E.L.EACH FC(ICENT I$ 100,000 O�ICE W-LVIDER EXCL LD ED? I -- (MarxfatoryInNH) ! 2/2/08; 2/2/.O 'EL.DISE SE EAEMPLOYEE$ 500,000 .. .., i ..,.._.._-•-- -••----'— SPECIAL PROVISIONS Defow I 2�2 0��4 2/2110 E1_.DISEASE-POLICYLIMTT I S 100,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ADDITIONAL INSURED: REEF REALTY 'LTD ADRIAN P REDDY, . JR IS INCLUDED IN COVERAGE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFTHE ABOVE DESCRIBEDPOUCIES HE CANCELLED SEPORE THEE XNRATION DATE THEREOF,THE ISSUING INSURER WILC ENDEAVOR TO?BAIL 10 DAYS WRITTEN REEF REALTY LTD' NOTICE TO THE C£RTIRCATF HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 508-760-14 D6 IMPOSE NO OBLIGATION OR LIABILITY OF ANY K1ND UPON THE INSURER,ITS AGENTS OR .. r1 z ' REPRESENTATIVES. -' AUTHORIZED RE N E �`' � ` ACORD 25(2009101)" ®,19$8.2 A+;aRD"CDR ATION- All r3oht,reserved, : The ACORD name.and.logo are registered•marks o- CORD DATE(MM/DD/YYYY) ACORD Q� IFICATE OF LIABILITY INSURANCE 1 05 2012009 PRODUCER FAX 508-760-1667 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 508-398-6033 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Eastern Insurance Group LLC HOLDER.THIS CERTIFICATE DOES NOT AMEND EXTEND OR 519 Station Ave -ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. So Yarmouth <A 02664 INSURERS AFFORDING COVERAGE m 'NAIC# Cynthia Jenks w INSURED Cape Cod Custom Floors LLC - suRERa Peerless Insurance Company _ INSURERB: Twin City Fire Insurance Co 29459 762 Falmouth Road Hyannis, MA 02601 INSURER : D INSURER : INSURER E: COVERAGES ITHSTANDING THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED:NOTW 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID POLICY EFFECTIVE POLICY EXPIRATION LIMITS INSR DD' TYPE OF INSURANCE POLICY NUMBER 1,000,00 GENERAL LIABILITY BOP8566651 1211312008 12113/2009 EACH OCCURRENCE $ DAMAGE TO RENTED $ 300,00 X COMMERCIAL GENERAL LIABILITY MED EXP(Any one person) $� - 5,00 CLAIMS MADE FX]OCCUR 1,000,00 • PERSONAL&ADV INJURY $' A w.. Y GENERAL AGGREGATE $ 2-000,0O a PRODUCTS-COMP/OP AGG $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: " LOC PRO- COMBINED SINGLE LIMIT $ X POLICY PRO- AUT OMOBILE LIABILITY (Ea accident) ANY AUTO BODILY INJURY $ ALL OWNED AUTOS (Per person) SCHEDULED AUTOS BODILY INJURY $r HIRED AUTOS (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE e$ ,. (Per accident)° AUTO ONLY-EA ACCIDENT $ GARAGE LIABILITY EA ACC $ OTHER THAN • ANY AUTO AUTO ONLY: AGG $ CU8569751 12/13/2008 1211312009 EACH OCCURRENCE - $ 1,000,00 EXCESSIUMBRELLA LIABILITY AGGREGATE $ 1,000,00 X OCCUR CLAIMS MADE $ A $ DEDUCTIBLE p $ X RETENTION $ 5,00 O8WE&L1007 0512512009 '0512512010 X we sT MlI v oTrl WORKERS COMPENSATION AND $ SOO,OO EMPLOYERS'LIABILITY N E.L.EACH ACCIDENT 500,00 B ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.DISEASE-EA EMPLOYE $ OFFICER/MEMBER EXCLUDED? 500,000 If yes,describe under E.L.DISEASE-POLICY LIMIT $ SPECIAL PROVISIONS below OTHEJR r David Brown included for Workers Compensation coverage ` DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS r Evidence of Insurance ertificate.Holder is Additional Insured CERTIFICATE HOLDER F CANCELLATION` SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE ' EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL lO DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY FReef Red 1 ty OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. PO BOX 186 AUTHORIZED REPRESENTATIVE/ - W Dennis, MA 02670 C nthia J Jenks J c COR ORPORATION 191 ACORD 25(2001108) FAX: (508)258-7066 {�' ,4'y`�`.��.:ik lx'�,yz f'� A"�"�d �}t St •�� i t:. 3 a TR��a�� 791W IT , MM .,f_yf t,.:.�.. . �`"'`•q.. 11/30/2009 12:00 5083942524 DICKEYINSURANCE PAGE 01 AC �� CERTIFICATE OF LIABILITY INSUR AN,. 'DATE(MM/DD/YYYY) 11/30/2009 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dickey Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 41 Hall St PO BOX 39 HOLDER THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Dennisport, MA 02639 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, INSURED INSURERS AFFORDING COVERAGE NAIL; INSURER A FMP10yers Fire Insurance Company - Cranberry Landscaping, Inc. INSURER B:.OneBeacon America Insurance Company Kevin R. Casey - PO BOX 1531 INSURER C: South Dennis, MA 02660 INSURER D: INSURER E, . COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INS TYPE OF INSURANCE POLICY NUMBER DATE(MM/DpryY) PALM( /) LIMITS A GENERAL LIABILITY FB1U10038 - 1215/2009 12/5/2010 EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED CLAIMS MADE ® OCCUR ' PREMISES Ea oc urence $ 300,000 MED EXP(Any one person) $ 5,000 W PERSONAL&ADV INJURY $ 1,000,000 x GENERAL AGGREGATE $ 2.000,000 GENT AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PROJECT LOC A AUTOMOBILE LIABILITY FBI E63748 3/20/2008 3/20/2009 ANY.AUTO COMBINED SINGLE LIMIT (Ea accident)i $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $ 250,000 (Per person) HIRED AUTOS NON-OWNED AUTOS BODILYINJURY $ 500,000 (Per accident) M A PROPERTY DAMAGE S 100,000 (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY-EA ACCIDENT $ • + ' ` -� OTHER THAN EA ACC S r AUTO ONLY: _ AGG S ' EYCESSIUMBRE"LIABILITY OCCUR CLAIMS MADE _ EACH OCCURRENCE $t AGGREGATE g DEDUCTIBLE 1' $ RFTENTION S - WORKERS COMPENSATION AND $ EMPLOYERS LIABILITY To Be Forwarded 71 TORY LI IU ER ANY PROPRIETOR/PARTNERIEXECUTIVE Directly From The E.L.EACH ACCIDENT e $OFFICER/MEMBER EXCLUDED? Carrier• If qas,describe under E.L.DISEASE-EA EMPLOYE $ SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT S OTHER Landscaping Reef Realty, Ltdr is listed as an additional.insured on the above referenced general liability policy. CERTIFICATE HOLDER CANCELLATION Reef Realty, Ltd. SHOULD ANY OF THE ABOVE DESCRIBED_POLICIES BE CANCELLED BEFORE THE EXPIRATION ' Attn: Mafthew'K.Teague DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL. 10 DAYS WRITTEN PO BOX 186 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL West Dennis;.MA 02670 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. . s Fax#508-258-7068 AUTHORIZED REPREJl4i�AIVE + ACORD 25(2001/08)'r rc7 a Rn V.InDDnOArnM+eao A Wes'.Guide to Woad Construction in. Hi,6h Wind Areas: 110 ntlyli Wind Zane Massachusetts Checklist for Canlpliauce (780 CMR s301.2.i-1)' 5/ ��- L / //V�1 !7/�4, Check. Compliance 1.1 SCOPE / Wind Speed(3-sec.gust)......................... ................... .. ...... .. ................ ................... ..: 110 mph �L WindExposure Category................................................:...........:..... ......:...........:.................................... ......B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2 stories <_2 stories. RoofPitch .....................................................I.....................(Fig 2) ............................................. 12-:512:12 Mean Roof Height ......_............... ...: ...............(Fig 2) ..7_:�ft <_33' Building Width,W ...................._.. ...............(Fi 3 2(a ft <80' BuildingLength, L ...................................... ......................(Fig 3) ............................................ ft <80' Building Aspect Ratio(L/W) .........z......... ...............(Fig 4) .Z• O <3:1 Nominal Height of Tallest Opening ....................................(Fig 4)..... ......... ............ , . .....<6'8" ✓ -1.3 FRAMING CONNECTIONS i General compliance with framing connections..... ............(Table 2)......, ......... ......... ....... ............... 2.1 FOUNDATION- Foundation Walls meeting requirements of 780-CMR 5404.1 - ,. ✓' Concrete.................:................................................ ........................:...... . ........ ................ Concrete Mason ' 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative'in concrete only Bolt Spacing—general ................. ....:.........(Table 4)................................................. 7- 3 in., ✓ Bolt Spacing from end/joint of plate ..........:.. :..(Fig 5) ...... _ in..5 6" 12" Bolt Embedment—concrete.........................................(Fig 5)...................................................L in.>_7" Bolt Embedment—masonry.....................................:...(Fig 5).......... ............. in. >_ 15" Plate Washer........................................:.......................(Fig 5).........:....................................>_3"x 3"x'/4 ' 3.1 FLOORS Floor framing member spans checked ........................... ':.(per 780 CMR Ches�t r 55)... ..........: ...... ...... Maximum Floor Opening Dimension........................:...... ...(Fig 6)..:. ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)................................Q..... Maximum Floor Joist Setbacks ; Supporting Loadbearing Walls or Shearwall ::.........(Fig 7) ....... :........ 22 ft <_d ty Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8) . ...... ....:. t;lft <d Floor Bracing at Endwalls..................................... ...(Fig 9) ......... ........ ...... ✓ ' Floor Sheathing Type ...........I.............I...............................(per 780 CMR Chapter 55).. ........ ....r.� Floor.Sheathing Thickness ..................:.. (per 780 CMR Chapter 55).. 3/y in. Floor Sheathing Fastening.....................................................(Table 2)..jd nails at_ern edge[ IL'in field 4.1 WALLS Wall Height Loadbearing walls.::............ ............... (Fig 10 and Table 5) ...............�ft <_ 10' ✓. Non-Loadbearing walls................................................(Fig 10 and Table 5) ........................... r ft _<20' ✓ Wall Stud Spacing ................I......... ..............................(Fig 10 and Table 5).:.:............... Uv.in. 5............. _•24"o.c. Wall Story Offsets ............... ......._......... ....`.:._.:..(Figs 7&8)............. .:.:... ......:......... ft 15 d �/ 4.2 EXTERIOR WALLS' Wood Studs ' Loadbearing walls....... .... ........ .......:..................(Table 5)..............................2x_q -'.�ft in. Non-Loadbearing walls....... ........ ........................:(Table 5)..... ........I..........: ft,_F in. ✓ Gable End Wall Bracing'" Full Height EndwallStuds... .....(Fig 10)....... ....:........................................: a' WSP Attic Floor Length....... .:....... ...... (Fig11 ft->_W/3 N n Gypsum Ceiling Length(if WSP not used):. ..............(Fig 11)....... ...... ' ft>_0.9W tA and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (fig 11)..... . ................... ................ t4 or 1 x 3 ceiling furring strips@ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end'joist or truss bays : DoubleSplice ce Len Plate (Fig 13 and Table 6 <F P P9 .. ....... . ....... ........ ........ .... g ) ft Splice Connection(no.of 16d common nails)...::.....::..(Table 6)................. ....:.:.. . A WC Guide to Wood Constructioit in,H"igh'dWVind Areas: 110 mph,Wind Zane , Massachusetts Checklist for Compliance (780 CMR 5301.2 1.1)' Loadbearing Wall Connections / Lateral(no. of 16d common nails).................. ...........(Tables 7)...... ...... .. Non-Loadbearing Wall Connections Lateral (no.of 16d common nails).................. ..........:(Table 8)...................: Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ...............:.......................................:(Table 9).................................. ft D in. _< 11' J Sill Plate Spans ................... .............:...............:. ....(Table 9)................................... ft�in. <_ 11' ` Full Height Studs (no. of studs)....................................(Table 9)......: ^:.... ......... .. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) / Header Spans.............................................................(Table 9) .... ...................�ft. U in. < 12';, SillPlate Spans.... ........................................................(Table 9).................................... ft in. < 12' Full Height Studs(no.of studs)...................:. ......... ..(Table 9).................................. '........ ...... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W z -;'<_6'8" Nominal Height of Tallest Opening .................. ... ......: Sheathing Type...' .. (note 4)......... . ....... ....................... I Edge Nail Spacing . Table 10 or note 4 if less ........................ in. Field Nail Spacing........................... ..........(Table 10)..... .............:......—a in. _ Shear Connection (no.of 16d common nails)(Table 10).:... .... .................. Percent Full-Height Sheathing.......................(Table 10)..... ..:............_ ................ % 5%Additional Sheathing for Wall with Opening>6 8 (Design Concepts)................... Maximum Building Dimension, L - / I .� .1- Nominal Height of Tallest Opening2 .... <6'8... 471, Sheathing Type..................: ...(note 4)........... . ...... 'o� _ Edge Nail Spacing. ...(Table 11'or note 4 if less):...... ...... .... b in. ✓,. Field Nail Spacing.. .... ......... . . ..... ...(Table 11)................ ............ I-Z in.- Shear Connection (no.of 16d common nails)(Table 11);................ .........................I......... '3- ; Percent Full-Height Sheathing Table 11 . ......:L. ° 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).....>5�?)•.Wall Cladding Rated for Wind Speed?................................ .......................... .. .. ........ . . ........ .... ..... ✓ . � � 5.1 ROOFS Roof framing member spans checked?........ { ...(For Rafters use AWC Span Tool, see BB, ' Website), Roof Overhang ....................................°. ....... (Figure 19) ........ ft 5 smaller of 2' or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift:...F..................,........................(Table 12).................... ...... I.......... l;lf Lateral ................. ...(Table 12).... ................L=_LU plf Shear....... .:.............. . ........ ...(Table 12)... ...... . ................ S=_2 plf Ridge StrapConnections, if collar ties not used 'er a e 21... Table 13).. !1►aa2.�Cl.( �.....T= plf, N A Gable Rake Outlooker..... .................. . ..(Figure 20) ............. 0 ft<_smaller of 2' or L/2 Truss or Rafter.Connections at Non-Loadbearing Walls Proprietary Connectors Uplift...........:........ ....... .............(Table 14)..................................... ........U= Ib. Lateral (no. of 16d common nails)'._:(Table 14)....... ................ ......... .L=2 Mlb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58'and 59) ..PAX..�X Roof Sheathing Thickness............................. ...................... :.................. &in >7/16 WS.P y Roof Sheathing Fastening.... ................: ........ .....(Table 2).....:..ffJ..D.......h/&.`........ ............ Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements•of' 780 CMR 5301.2.1.1'Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not ' required per the WFCM 110 mph Guide:. . a. Steel Straps per Figure 5 - b. 20 Gage Straps per Figure 11 t c. Uplift Straps per Figure 14 d. All Straps per figure 17 a e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted'when 5% is added to the percent full-height sheathing m requirements shown in Tables 10 and 11. 3.- •The bottom sill plate in exterior walls shall be'a minimum 2 in. nominal thickness pressure treated#2-grade.., AWE'Guide to Wood Construction in. High Wind areas. 110 naph Wind Zone G' Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows:` i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top,member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the-upper double top - plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall,be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment --MEN THIS EDGE RESTS ON ^», FRAMING USE&1 NAIL$ AT 6'o c _ i I 11 11 I 7 I 11 'x - II'� Ir m u Iry - . - - I l Q 1 1 1 r �• 1 i .. CD n 1 1 - 1 11 Igo 1 I r 1 - 1.I 1 t 1 Y 11 i a u 11 Q 11 if W 1 _ - I i 11 s 17 II 11 11 11 t NAILSpAGkJG PANEt_ b. See Detail on Next Page Vertical and Horizontal Nailing fbr Panel Attachment M A WC Guide to Tfood Construction-in High mind Areas: IIO ntph• bind Zone Massachusetts Checklist fQr Compliance (780;CMR-5301.2.1. k w 6, I � + m FRRMING MEMBERS . i EDGE gfl F1it.IFDIAT£ I +' 'i '+i' - I. ��-r- - - -----a- =;^_ STAGGEREO 3yAIL PATTERN PANEL PAWL EDGE DOUBLE NAIL EDGE SPAKMG'DEfAL a Detail _ . Vertical and Horizontal Nailing for Panel Attachment I ., ® Single 9-1/2" AJS® 20 MSR Joist\1stFloor\DR3 BC�ALCO 2.0 Design Report- US 2 spans I No cantilevers 1 0/12 slope Thursday; September 10, 2009 21:27 Build 287 16 OCS Repetitive Glued &nailed construction File Name: Reef SHS Job Name: SHS Plan Description: 1stFloor\DR3 Address: Specifier: be City, State, Zip: Designer: ; Customer: Reef Realty Company: Shepley Wood Products Code reports: ESR-1144 Misc:_ 12-10-14 12-10-14 1 60,6-7/8° - B1 B2,6-7/8"3-1/2" LL 316 Ibs LL 316 Ibs LL 826 Ibs DL 69 Ibs DL 207 Ibs DL 69 Ibs Total Horizontal Product Length=25-09-12 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(psf) Left 00-00-00 25-09-12 40 10 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 925 ft-Ibs 27.3% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -1,280 ft-Ibs 37.7% 100%° 1 -1 - Right ' be verified by anyone who would rely on End Reaction 347 Ibs 29.5% 100%' 14. 1 Left output as evidence of suitability for Int. Reaction 1,014 Ibs 43.1% 100% 1 1 - Right particular application.Output here based 1, 1 r Right, on building code-accepted design Cont. Shear 507 Ibs 43.7% 100% g properties and analysis methods. Total Load Defl. U1,522(0.098") 15.8% 14• 1 Installation of BOISE engineered wood Live Load Defl. U1,757(0.085") 27.3% . 14, 1 ,, products must be in accordance with Total Neg. Defl. -0.023" 4.6% 14 2 current Installation Guide and applicable building codes.To obtain Installation Guide Max Deff. 0.098" 9.8% 14 1 or'ask questions,please call Span/Depth 15.7 n/a 1 (800)232 0788 before installation.. %Allow %Allow BC CALCO,BC FRAMER@,AJS?"', Bearing Supports Dim (L x W) Value Support Member Material ALLJOISTO,BC RIM BOARDTM,BCI@, BO Wall/Plate 6-7/8" x 2-1/2" 385 Ibs . n/a n/a Unspecified BOISE GLULAMT"^ SIMPLE FRAMING B1 Beam 3-1/2" x 2-1/2" 1,033 Ibs 15.7% n/a Versa-Lam 2.0 . SYSTEM®,VERSA-LAMO,VERSA-RIM B2 Wall/Plate 6-7/8" x 2-1/2" 385 lbs n/a n/a Unspecified PLUS@;VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C.' Design meets Code minimum (U240)Total load deflection criteria: Design meets User specified (U480) Live load deflection"criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist., No.36951 BOSTON fS. A Page 1,.of 1 Mob Double 1-3/4" x 11—7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1 stFloor\DR4 BC CALCO 2.0 Design Report- US 5 spans No.cantilevers 1 0/12 slope . Thursday, September 10, 2009 21:27 Build 287 File Name: Reef SHS Job Name: SHS Plan Description: 1 stFloor\DR4 Address: Specifier: be City, State, Zip: Designer: Customer: Reef Realty Company: Shepley Wood Products Code reports: ESR-1040 Misc: 4 3 e+ m 4 Yf t I F �J 06-06-00 — 05-10-00^ 07-09-00 07-05 00 05 o 00 B2, 10" B3,10" B4,3-1/2" B5,3 1/2" BO,3-1/2" B1,3-1/2" LL 4,590 Ibs'_ LL 1,800lbs LL 2,523 Ibs LL 6,521 Ibs LL 7,616 Ibs LL 9,460 Ibs DL 5,480 Ibs DL 5,609 Ibs DL 1,175 Ibs DL 431 Ibs DL 782 Ibs DL 2,257 Ibs � SL 0 Ibs SL 4,476 Ibs SL 3,624 Ibs SL 0 Ibs Total Horizontal Product Length=33-04-00 Live Dead Snow Wind Roof Live Load Summary Tag Description Load Type Ref. Start End 100%, 90% 115% 133%, 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 33-04-00 '40 10 13-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 18-03-12 0 60 - n/a 3 2nd floor Unf. Area(psf) Left 00-00-00 18-03-12 30 10 13-00 00 4 DR1 Conc. Pt. (Ibs) Left 12-04-00 12-04-00 1,195 3,405 4.,476 n/a 5 FB01 Conc. Pt. (Ibs) Left 18-02-00 .18-02-00 4,081 4,127 . 3,624 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 3,673 ft-Ibs 17.3% 100% 14 1 Internal Completeness and accuracy of input must Neg. Moment -5,053 ft-Ibs 23.8% 100% 18 1 Right be verified by anyone who would rely on 14 1 -Left output as evidence of suitability for End Shear 1,714 Ibs 21.7% 100% 18 2-Left particular application.Output here based Cont. Shear 2,987 Ibs 37.8% 100% on building code-accepted design Total Load Defl. U3,026(0.029") 7.9% 14 5 properties and analysis methods. Live Load Defl. U3,557 (0.024") 10.1%° 14 5 Installation of BOISE engineered wood Total Neg. Defl. -0.014" 2.8%' 14 4 products must be in accordance with. Max Defl. 0.029" 2.9% 14 5 . , current Installation Guide and applicable 4 building codes.To obtain Installation Guide n Span/Depth 7.8 or ask questions,please call Allow %Allow (800)232-0788 before installation. Bearing Supports Dim (L x W) Value Support Member Material BC CALCO,BC FRAMERO,AJSTM " 3,305 Ibs n/a 36.0% Unspecified . ALLJOISTO;BC RIM BOARDTM BCIO; BO Post 3 1/2"x 3-1/2 B1 Post 3-1/2"x 3-1/2" 8,305 Ibs n/a 95.5% Unspecified 778 BOISE GLULAMTM SIMPLE FRAMING B2 Post 10"x 3-1/2" 17,573 Ibs n/a 66.9% Unspecified SYSTEM®,VERSA-LAM®,VERSA RIM PLUS®,VERSA-RIMO, B3 Post 10"x 3-1/2" 18,693 Ibs n/a 71.2% Unspecified VERSA-STRANDO,VERSA-STUD©are B4 Post 3-1/2"x 3-1/2" 5,765 Ibs ` n/a 62.7% Unspecified trademarks of Boise Wood Products, B5 Post 3-1/2" x 3-1/2" 2,230 Ibs n/a 24.3% Unspecified. L.L.C. Notes r Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. „ Design meets arbitrary(1") Maximum load deflection criteria. A r 0. "AMA �r fr1A,,.`.{�9 r Page 1 of 2 r_ BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam\1 stFloor\DR4 BC CALCO 2.0 Design Report- US 5 spans No cantilevers-1 0/12 slope Thursday, September 10, 2009 21:27 Build 287 File Name: Reef SHS Job Name: SHS Plan Description: 1stFloor\DR4 , Address: Specifier: be City, State, Zip: Designer: Customer: Reef Realty Company: Shepley Wood Products Code reports: ESR-1040 Misc: Disclosure Connection Diagram T Completeness and accuracy of input must , b —d be verified by anyone who-would rely on L' output as evidence of suitability for r y particular application.Output here based T- on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood y products must be in accordance with •� • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8° (800)232-0788 before installation. b minimum=3'. d= 12" BC CALCO,BC FRAMER@,AJSTM ' Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' ALLJOISTO,BC RIM BOARDT"^ BCIO, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT"' SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA'-RIM PLUS@,VERSA-RIM®, Concentrated loads are not considered In side load analysis. VERSA-STRAND@,VERSA-STUDO are Connectors are: 16d Common Nails trademarks of Boise Wood Products, L.L.C. t 'Page 2of2 i Single 9-1/2 AJSO 20 MSR Joist\2ndFloor\DR2 BC Z:ALC®2.0 Design Report- US 2 spans No cantilevers 1 0/12 slope Thursday,September 10, 2009 21:27 Build 287 16" OCS Repetitive Glued &nailed construction File Name: Reef SHS Job Name: SHS Plan .Description: 2ndFloor\DR2 Address: Specifier: be City, State, Zip: Designer: Customer: Reef Realty Company: Shepley Wood Products Code reports: ESR-1144 Misc: i t: t rrt r. y •efc � c t 'vJ' k� ±� _ �Z'; y{ g ±Aa "t3x s �k I: m^+r hr• Jfx s x eft .3.9 r' 7,,{ ••n,.y±' , J 12-10-14 12-10-14 B2,2-3/8" BO,2-3/8" B1,5-1/2" LL 229 Ibs LL 639 Ibs LL 229 Ibs DL 213 Ibs DL 66 Ibs DL 66 Ibs Total Horizontal Product Length-=25-09-12 Live Dead ° Snow Wind Roof Live Load Summary TagDescription Load Type Ref. Start End 100% 90% 115% 133% 125% 0 68 1 Standard Load Unf. Area(psf) Left 00-00-00 25-09-12 30 10 _ Controls Summary Value %Allowable Duration ` Case '` Span Disclosure Pos. Moment 774 ft-Ibs 22.8% 100% 14 1 Internal Completeness and accuracy of input must Neg. Moment. -1,087 ft-Ibs 32.0% 100% 1 1 - Right be verified by anyone who would rely on output as evidence of suitability for End Reaction 284 Ibs 27"1% 100% 16 2- Right particular application.Output here based Int. Reaction 827 Ibs 35.2% 100% 1 1 -Right. on building code-accepted design Cont. Shear 413 Ibs 35.6% 100%. 1 1 Right properties and analysis methods. Total Load Defl. U1,796 (0.085") 13.4%' - 14 1 Installation of BOISE engineered wood Live Load Defl. U2,165(0.071") 22.2% ;4 rt 1 products must be in accordance with Total Neg. Defl. -0.017" 3.5% current Installation Guide and applicable 8 5% 14 1 building codes.To-obtain Installation Guide Max Defl. 0.085 1 _ or ask questions,please call Span/Depth 16.1 n/a (800)232-0788 before installation. %%Allow , . %Allow BC CAL CO,BC FRAMER@,AJSTM, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO,BC RIM BOARD TM,BCIO, BO Wall/Plate 2-3/8"x 2-1/2" 295 Ibs n/a n/a Unspecified IMPLE FRAMING SYYSTEMO V RTSASLAMO,VERSA-RIM . 61 Wall/Plate 5-1/2"x 2-1/2" 851 Ibs n/a n/a Unspecified PLUS@,VERSA-RIM@, B2 Wall/Plate 2-3/8"x 2-1/2" 295 Ibs n/a n/a Unspecified VERSA-STRAND@,VERSA-STUD@ are . trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. ' Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. - Composite El value based on 23/32"thick sheathing glued and nailed,to joist. BOGTO i M-4ES. Qf- 01 Page 1 of.1 i k f�® Double 1-3/4" x 9-1/2" VERSA-LAMO 2.0 3100 SP Floor Beam\2ndFloor\DR5 BC CA ALCO 2.0 Design Report- US 1 span I No cantilevers j 0/12 slope' Thursday, September 10, 2009 21:28 Build 287 File Name: Reef SHS' Job Name: SHS Plan Description: 2ndFloor\DR5 Address: Specifier: be - City, State, Zip: Designer: ,. Customer: Reef Realty Company: :Shepley Wood Products Code reports: ESR-1040 Misc: 2 ¢ s^ v v�—w �' �+ ® a +tr v �® ® v m e' tc sr w w v ® w v wr � w'- w s✓c� � . d}.. ... !?. .. ,p .1 d ��F.� Ul�� ..,2t }; t Yrx� ar •r i. }'` ^e'�{ ' -- 09-07 00 . BO,3-1/2" LL 1,1K lbs LL 1,150 Ibs DL 1,482 Ibs DL 1,482 Ibs A ¥' SL 1,725 Ibs SL 1,725 Ibs Total Horizontal Product Length=09-07-00 Load Summary Live Dead Snow Wind Roof Live TagDescription Load T e Ref. Start End 100% 90% . 115% 133% 125%. Trib. 1 Standard Loadattic Unf. Area(psf) ' Left 00-00-00 09-0 -00 20 10 7 . 12-00 00 2 roof Unf.Area(psf) Left 00-00-00 •09-07-00 15 30 12-00-00 Controls Summary Value %Allowable Duration Case,- Span Disclosure Pos. Moment 9,465 ft-Ibs 59.0% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 3,372 Ibs 46.4% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U386 0.284' 62.2% output as evidence of suitability for ( ) 2 j particular application.Output here based Live Load Defl. U585(0.187") 61.5% on building code-accepted design Max Deft 0.284" 28.4% P 2 1 " properties and analysis methods. Span/Depth 11.5 n/a 1 Installation of BOISE engineered 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 Post 3-1/2" x 3-1/2" 4,357 Ibs n/a 47.4% Unspecified or ask questions,please call 131 Post 3-1/2" x 3-1/2" 4,357 Ibs n/a 47.4% Unspecified (800)232-0788 before installation. BC CALCO,BC FRAMER@;AJSTM Notes ALLJOISTO,BC RIM BOARDTM BCIO, Design meets Code minimum U240 Total load deflection criteria. BOISE MO,VE T" SIMPLE FRAMING g ( ) _•SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria: PLUS@,VERSA. Design meets arbitrary(1 ) Maximum load deflection criteria. _ VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. d� , a q : A T c 1 � a minimum =2" c=5-1/2" b minimum=3" d= 12" Member has no side loads. _ °1', Connectors are: 16d Common Nails A Page 1 of 1 Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 BC GALCO 2.0 Design Report- US 1 span No cantilevers 1,0/12 slope Thursday, September 10,2009 21:28 Build 287 x, File Name: Reef SHS Job Name: SHS Plan Description: FB01 Address: Specifier: be City, State, Zip: Designer: A Customer: Reef Realty Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 ® 1 v h 4 xt } k �---"" 15-07-12 B1 BO LL 4,018 Ibs LL 3,278 Ibs DL 4,127 Ibs ` DL 1,869 Ibs , SL 3,624 Ibs SL 852 Ibs Total of Horizontal Design Spans=15-07-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref.' Start End 100%a 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 15-07-12 30' 10 13-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 03-01-08 `$ 0 60 n/a 3 DR1 Conc. Pt. (Ibs) Left 02-1`1-12 '02-11-12 1,195 3,405 4,476` n/a Controls Summary Value %Allowable -Duration Case Span Disclosure Pos. Moment 33,108 ft-Ibs 51.4% 115% 13 1 - Internal Completeness and accuracy of input must End Shear 10,921 Ibs 59.5%' 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U471 (0.398") 50.9% 2 1 output as evidence of suitability for :, particular application.Output here Live Load'Defl. U705 0.266" based 51.1% ( ) 2 1 s on building code-accepted design Max Defl. 0.398" 39.8% 2 1 properties and analysis methods. Span/Depth 11.7 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 (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 3"'. BC CALC@;BC FRAMER@,AJST", Minimum bearing length for B1 is 1-1/2 r ALLJOISTO,BC RIM BOARDTM BCIO, Entered/Displayed Horizontal Span Length(s)=Clear Span+-1/2 min. end bearing+ BOISE SYSTEM@ T"' SIMPLE FRAMING ,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIM@, k VERSA-STRAND(D,VERSA-STUD@)are Connection Diagram trademarks of.Boise Wood Products, L.L.C. ;b • —d=— a • �; 6�0.26.�81 a minimum=2" c= 11" e�DS�ty b minimum =3" d= 12" MASS. e minimum=3" Connection design assumes point load is top-loaded. -For connection design of side-loadedro point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. 4 Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails 1 Page 1 of 1 ' ® Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 3\DR1 BC CALCO 2.0 Design Report-US 3 spans I No cantilevers 1 0/12 slope Thursday, September 10, 2009 21:28 Build 287 File Name: Reef SHS Job Name: SHS Plan Description: Level 3\DR1 Address: Specifier: be City, State, Zip: Designer: Customer: Reef Realty Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 i i,,.,, fi;j „6c'�-,�`E �r r,„;,Ma ;y � "' r •4:' __...._ ___._._._ - --- —— _ — --- 08 08 00 12-08-00— 12-oa-oo i BO,5-1/2" 61,3-1/2" B2,3-1/2" _ LL_13 521bs LL 521 Ibs LL 1,195 Ibs LL 1,195 lbs LL lbs DL 1,639 Ibs DL 3,405 Ibs DL 3,405 Ibs DL 1,639 Ibs SL 2,154 Ibs SL 4,476 Ibs SL 4,476'lbs SL 2,154.Ibs. c Total Horizontal Product Length=34-00-00 Live Dead Snow ' Wind Roof Live Load Summary TagDescription Load Type Ref. Start End t00% 90% 115% 133% 125%° Trib. 1 Standard Load/ceiling Unf. Area(psf) Left 00-00-00 34-00-00 10 10 09-00-00 2 roof Unf. Area(psf) Left 00-00=00 34-00700 15 30 13-00-00 Controls Summary Value %Allowable Duration Case Span - Disclosure Pos. Moment 10,335 ft-Ibs 42.2% 115% 13- 1 - Internal Completeness and accuracy of input must Neg. Moment -9,814 ft-Ibs 40.1%" 115% 17 2- Left be verified by anyone who would rely on End Shear 3,190 Ibs 35.1% 115% 13. 1 - Left output as evidence of suitability for ° 17 1 - Right particular application.Output here based Cont. Shear 4,683 Ibs 51.6/° 115/o on building code-accepted design Total Load Defl. U583 (0.253") 41.2% 13 1 properties and analysis methods. Live Load Defl. U933(0.158") 38.6% 13 1 ' Installation of BOISE engineered wood Total Neg. Defl. -0.065" 13.1% '13 2 products must be in accordance with Max Defl. 0.253" 25.3% . 13- 1 " current Installation Guide and applicable 12.4 n/a/Span Depth building codes.To obtain Installation Guide p p "3 " . or ask questions;please call %Allow %Allow (800)232,0788 before installation. Bearing Supports Dim (L x W) Value Support Member Material BC CALCO,BC FRAMER@,AJSTM BO Post 5-1/2"x 3-1/2" 4,314 Ibs n/a 29.9% Unspecified ALLJOISTO,BC RIM BOARDTM,BCI@ Bi Post 3-1/2"x 3-1/2" 9,075 Ibs n/a 98.8% - Unspecified BOISE GLULAMT"' SIMPLE FRAMING B2 Post 3-1/2"x 371/2" 9,075 Ibs n/a 98.8% Unspecified SYSTEM@,VERSA-LAM@,VERSA-RIM B3 Post 5-1/2" x 3-1/2" 4,314 Ibs n/a '29.9% Unspecified PLUSO I VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)iTotal load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. t.• , Connection Diagram -- b d a �F1" B015tM4 ` Lum=2" c=7-7/8°um =3" d= 12"r has no side.loads. a• "T tors are: 16d Common'Nails of 1 :,. rM or- CAPE COD'S HOME BUILDER: 2, plily December 23, 2010 }z ' 2�f Via' 4 b ''°�cev:,�, • \ i I Mr.Jeffrey Lauzon, Building Inspector Town of Barnstable 200 Main St. / Hyannis, MA 02601 RE: 1171 Shootflying Hill Rd.,Centerville(Permit#B20100272) Dear Mr. Lauzon Please let this letter serve as verification that the^door provided between the living area and the garage at the above referenced property is in fact a rated 20 minute fire door. I have attached the signed delivery slips from Shepley Wood Products indicating that a rated door was delivered to the site and I did witness the door installed at the site. The sticker was mistakenly removed by one of the tradesmen at the site. Sincerely, i - 4 atthew K.Teague ( SL 8 445) Project Manager REEF Realty Ltd. �dba-REEF Cape Cod's Home Builder 24 School Street • PO Box 186 • West Dennis, MA 02670 • t: 508:394.3090 • 800.346.4059 • f: 508.760.1406 vvovn•vvo• • v • or�va© 00078766 Hyannis Account#: REEREA 0448 Shepley Branch:HYA 216 Thornton Drive Phone#: ( ) Hyannis,MA 02601 FaX#: { ) USA Phone:(508)-862-6200 BILL TO: SHIP TO: Reef Realty Ltd Job#1380 Everett Boy 1171 Shootflying Hill Rd Po Box 186 M/P 18-Grid H/9 West Dennis MA 02670 Centerville MA f Page 1 of 2 PO#: REF#:XDoors/lXhdwe JOB#: ORDER DATE: 06/30/10 SALES Team Romkey TYPE: WH SHIP VIA: Box Truck FRT TERM: EXP DELV DATE:09/23/10 AGENTS M White ORDERED BYJim H TRANSPORT#: T-8 Trim Taylor CREATED BY:Mwhite AUTH CHG:James Hagerty - . . _ :.-:_.:<:-;;::._:�_;:,-. .. ......,..._,- t_v.:::......._.:.....:..........._.._-=' ,,U _ E.XT.- ...DED: .....Q:.:--•..----....... ..:.. :QM_......_....:._,:...:ITEMIptTSCR1PTI.�N---�--.-...,�_...._...:.._,-_..,.::.::..:__.:-.__...r.......................,:--. _,:PRtCE1:UOM_= - - IMPORTANT"IMPORTANT Please deliver to Reefs office,thank you(PT1) "NOT ASSIGNED GROUP" 1 EA D Deliver By 0.00/EA 0.00 Thur 9123/10 by 3 (PT1) 1 EA D Tuesday 8/3 1st AM 0.00/EA 0.00 w/windows please/MWW 7130 12:45 1 EA NS0000038930 --3068RHIS_#_SP-680CL 293,741EA 293.74 211te/4panel Jeld-Wen w/4-9/16"PFJ jamb,no:casingadjusta6le a u`triatn�sill'wI= '�_ NO horns,#US15 Sat(n_IV_ick6mr)(Ies'single bore.- R.O.38-1/2"x 82-1/2 _ -_-•;:_;:;_;;::v === - 1 EA NS0000038931 3068RHESSP=S$7CIe`;= 304.67IEA 304.67 91ite/2panel Jeld-Wen Smooth'-Pf:O'€: �: __ a w/4-9/16"PFJ jamb,no casing,adjustable-aiumifitltif=sill w7 NO horns,#US1:5 Satin Nickel hinges,-single-bore:'- - R.O.3 8-1/2_X`82-1/2"217.6 2 ., 1 EA NS0000038932 - - 2.$681 HiS# t)SP_60 "4 - _ 368.74/EA 368.74 6 panel 9T.W6 Fire Jeld=Wen Smooth-Pro =- w/4-9116"PFJ jamb,no casing,adjustable aluminum sill w/ NO horns,#US15 Satin Nickel hinges,single bore.--- i R.O.34-1/2"x 82-1/2" "HARDWARE GROUP" 3 EA NS0000038758 740H-15 37.80/EA 113.40 Kwikset Lockset Hancock Knob,Satin Nickel i I i I I i i 1 l ORDER ACKNOWLEDGMENT 00078766 Hyannis Account#: REEREA 0448 Shepley Branch: HYA 1 216 Thornton Drive Phone#: ( ) Hyannis,MA 02601- I FaX#: USA Phone:(508)-862-6200 BILL TO: SHIP TO: j Reef Realty Ltd Job#1380 Everett Boy 1171 Shootflying Hill Rd Po Box 186 MIP 18-Grid H/9 i West Dennis MA 02670 Centerville MA Page 2 of 2 PO#: REF#:XDoorsl/Xhdwe JOB#: ORDER DATE: 06/30/10 SALES Team Romkey TYPE: WH SHIP VIA: Box Truck FRT TERM: EXP DELV DATE:09/23/10 AGENTS M White ORDERED BYJim H TRANSPORT#: T-8 Trim Taylor CREATED BY:Mwhite AUTH CHG:James Hagerty = ...:.. QUANTITY UOM ITEM]DESCRIPTION PRIGS/tJOM EXTENDEp7 - MOUNT..... SUB-TOTAL 1,080.55 Freight In-Hardware 8.95 Keying Charge 14,00 MA 6.25% 67.53 1 f TERMS: Balance 1,171.03 Contractor Weekly i i i I I i i':URCHASE ORQER# =: 00012468 Hyannis Shepley 216 Thornton Drive Account#: BROSMI Hyannis,MA 02601 Branch: HYA i USA Phone:(508)-862.6200 Phone#: i Reprinted: 12/16110 07:05:25 Fax#: (800)-922-0296 SHIP TO. i Brockway-Smith Company Hyannis Branch-SWP 146 Dascomb Road 216 Thornton Drive i I Andover MA 01810-5898 Hyannis MA 02601 (508)-862.6200 Page 1 of 1 VERBAL.PO#: Reef Ext Doors REFERENCE: 52550-04 ORDER DATE: 06/30/10 BUYER: Sharon Dennison SHIP VIA: FRT TERM: EXP RCPT DATE:07t06I10 TYPE:I CONFIRMED: CURRENCY: 4�t1A�uTITY UOtVI tTEM1DESCRIPTIONi ` TOTAL PRfCENOM EXTENDED' f _ QUANT,ITY __ AMOUNT_.:: Do Not Duplicate 1 EA NS0000038930 1.001EA 306BRHIS#SP-680CL 21ite/4panel Jeld-Wen Smooth-Pro w/4-9/16"PFJ jamb,no casing,adjustable aluminum sill w/NO horns,#US15 Satin Nickel hinges,single bore.-- -R.O.38-112"x 82.1l2" 1 EA NS0000038931 1,00lEA 3068RHIS#SP-681 CL 911te/2 pan el_Jefd=Wen:. Smooth-Pro w!4-9/16"PFJ jamb,no casing adJG§able lumfnurri=9V 7 'LL w/NO horns,#US15 Settff'..ckelailrtges,single bore. R.O.38-1/2"x 82-1l2 21J'.G2 '- 1 EA NS0000038932 _ _ 1,001EA 1 . l 2B6BLHIS#20SP-60 6 panel'20 M16--.Ire Je(d;Weh.=., Smooth-Pro wl 4-9116"PFJ jamb,no casing,adjustable'aiuminum sill w/NO horns,_#US15=Satin Nlckgl hinges,single bore.•- -R.O. ......SUB-TOTAC':.... TERMS: 2%by the 10th of the following month i Total t I Page 1 of 2 i Jaime Romkey From: George Green [ggreen@brosco.com) Sent: Wednesday,December 15,2010 5:09 PM To: Paul Rogers Subject: Fw: Shepley Wood products Order#52550 Attachments: Hatfield Label Log Shepley 52550.pdf Hi Do you think this will suffice? Thanks, George Ggreen@brosco.com 401.524.4388 This is being sent from my BlackBerry so it will be brief. From: Steve Sager To: George Green Cc: Steve Sager <stevesager@brosco.com>; Paul Spillane <pspillane@brosco.com> Sent: Wed Dec 15 16:49:29 2010 I Subject: Shepley Wood products Order#52550 Good afternoon George I have attached a copy of the shop Fire label lag referencing Shepley Wood products order#52550 the door unit in question. As you know we are only allowed to label products in our shop-so hopefully the building inspector will accept the copy of the order along with a copy of the log in this case. Steve Sager Brockway-Smith Co. Andover MA 01810 JBSL001 ORDER ENTRY REG 12-15-10 AMT: 419244 SHEPLEY WOOD PROD INC-COE 216 THORNTON DR TAX: TRAN#: 52550 LINES: 1586 CUST PR:O LBS: 60.790 TOT: SIZE DESC SHIP SELL EXT G/M % 1 01 SGL DOOR UNIT 1 02 LH UNIT 1 03 INSWING 1 04 2-8 DOOR 1 j 05 6-8 1 06 DR 2868 FD 20SP-60 6 P 1 07 SGL BORE 1 08 OPTIONAL SQUARE RADIUS 1 09 SATIN NICKEL 1 10 4-9/16 1 i 11 20 MINUTE FJP 1 i 12 STD BRONZE COMPRESSION 1 13 20 MIN DOOR LABEL 1 i 12/16/2010 i Page 2 of 2 1 I 14 ALUMINUM MILL SILL 1 15 NO CASING 1 SELECT LN:_ F1 CHG DSP F2 PREV F4 EOF F5 HEADER F9 CHANGE SF10 ADD-L OPTIONS -- REVIEW ONLY INVOICE COMPLETE i I This Email has been scanned for all viruses by PAETEC's Hosted E-mail Security Services,utilizing MessageLabs proprietary SkyScan infrastructure. For more information on a proactive anti-virus service working around the clock, around the globe,visit http://wwNv.pactec.com. j F I i i 4 i I I i I I I i i i i 12/16/2010 i Town of Barnstable Regulatory Services BAMSCABL- - MASS. Thomas F. Geiler, Director Building Division Thomas Perry,CBO, Building Commissioner ` 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD TIME ATTACHED PAGE(S) TO: TO: eej� Y ATTN: CL l v 2_ FAX NO: RE: a FROM: ✓ DATE: PAGE(S): (INCLUDING COVER SHEET) 5 Rev:121901 ` p 1 Communication Result Repo'r.t` ( Jan, 28. 2011 3 : 24PM ) 2). Date/Time : Jan, 2$, 2011 . 3: 23PM File Page No, Mode Destination P9 (s) Result . Not Sent 4085 Memory TX 9508258706$ P. 4 OK Reason for error . . E. 1) Hang uP or line fail E. 2) Busy E. 3.) No answer E. 4) No facsimile connection E. 5) E x c e e d e d ma x. E—m a i 1 s i z:e *«e Town of Barnstable Regulatory Services " -Thoma9 F.Griler,Director Building Division Thomat Perry,CBO,Building Comminioner 200 Mein Sven,Hyannis,MA 02601 _ - - www.Mwn,btrmtablamu.us .Office:506-662-4036 - ._.j Fax:508-790-6230 PLEASE F'ORWA"THE ATTACHED PAGE(S)TO: TO: ,2e- I ATTN: FAX NO:S0B- oZSP'70Co� RE: /Znld 8cr��/?elegyS�' r !; i FROM: &A'r DATE: PAGE(9): .(INCLUDING COVERSHEET) R-121901 oFTHEr Town of Barnstable Regulatory. Services w BARNSfABLE, +' 9 MASS. Thomas F. Geiler, Director 163 ,w9rA�� Building Division Thomas Perry,,CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 January 28, 2011 Reef Realty LTD 24 School Street West Dennis;MA 02670. RE:. Road Bond for 1171 Shootflying Hill Road,Centerville To Whom It May Concern: Enclosed please find the original.Road Bond,which`'Was posted for the above referenced property: This bond is being returned to you because a_Certificate of Occupancy has been issued; and the Town of Barnstable has no further interest,in any performance bond for this property.. It is important that you return this document to the insurance agency who issued it in order to avoid a renewal and fee. Sincerely; oqU LaL a LOCAL INSPECTOR Enclosure ''pp`OFTHE Town of Barnstable BARNSTABLE. • Regulatory Services . 9 MASS. 1639. MP �0 Building Division pTEO '�n. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection r e. II n ` Location E !� 1 5 h.WA i��. �, t4"� � 1 C(14 Permit Number / J Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 1 i I V I A', Y-0 _5 1-t 1 1,6C r't i (` J J S n -11o+' kl Yl\c- +0 Ct i (c J (0L�l�e e.j0-3 Please call: 508-862-4038'f/o�r re-inspection. Inspected by L- Date Liber The Ohio Casualty Insurance Company MutLla® 9450 Seward Road,Fairfield,Ohio 45014 Bond# 5069880 BOND KNOW ALL MEN BY THESE PRESENTS: That we Reef Realty, LTD 24 School Street West Dennis MA 02670 Street Address City State ZIP Code (Full Name[top linel and Address[bottom line]of Principal) (hereinafter called the Principal) as Principal, and , The Ohio Casualty Insurance Company with principal offices at Hamilton, Ohio(hereinafter called the Surety)as Surety,are held and firmly bound unto Town of Barnstable 200 Main Street Hyannis MA 02601 Street Address City State ZIP Code (Full Name Itop linel and Address{bottom line]of Obligee) (hereinafter called the Obligee),in the penal sum of Two hundred (Dollars)$ 200.00 for the payment of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application.to the Obligee for a Permit for 1171 Shootflying Hill Road,Centerville,MA 02632 for a term beginning on January 25,2010 and ending on* January 25,2011 (*strike out if license or permit is for an indefinite term) NOW,THEREFORE,if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted, or any lawful rules or regulations pertaining thereto, then this obligation shall be void;otherwise to remain in full force and effect. y PROVIDED,HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below; but if said license or permit was issued for a specific term, and is renewed for one or more specific terms, this bond will be extended to cover such additional term(s) upon the execution by the Surety of a Continuation Certificate, provided such certificate is acceptable to the Obligee. In no event , however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten (10)days in advance of its intention to do so. SIGNED,SEALED AND DATED Reef Realty,LTD By: Principal The Ohio Cas alty Insurance Company By Liyl C. (�—=~ Attorriey-in-Fact` S-3853 License or Permit Bond (Unnumbered) Ly a Liberty The Ohio Casualty Insurance Company APPLICATION FOR LICENSE,PERMIT, Mutual. OR MISCELLANEOUS BOND Agency DOWLING&O'NEIL INSURANCE AGENCY City Hyannis State Massachusetts 1. Name of Applicant Reef Realty,LTD Address 24 School Street West Dennis MA 02670 2. Amount of Bond$ 200•00 Effective Date January 25,2010 3. To Whom Payable Town of Barnstable Address Hyannis MA 02601 4. Description of Bond 1171 Shootflying Hill Road,Centerville,MA 02632 5. If this a License Bond,Date License Expires January 25,2011 If a Special Bond Form is Required,Attach Bond Fonn IF BOND IS OVER$5,000 OR IS A FINANCIAL GUARANTEE THE FOLLOWING SECTION MUST BE COMPLETED (Financial Guarantees Are Livestock Dealers Bonds,Tax Bonds,Etc,) 6. If applicant is a co-partnership,give names and address of partners: 7. If a corporation,in what state incorporated? Date of incorporation 8. Character of business Federal LID,No. 9. Have you applied to any other surety company for this bond? If so,give full particulars 10. If you have furnished a similar bond heretofore,why is new bond desired? 11. Have you ever been bankrupt or insolvent? 12. Have you ever compromised with your creditors? 13. References.(Bankers and Merchants preferred): NAME OCCUPATION POST OFFICE ADDRESS The applicant and indemnitor{s),if any,agree to pay the Company's usual premium for this bond,in advance,and the same amount annually thereafter,in advance,so long as the bond,or any new bond,or any renewal thereof,or substitute therefor,shall continue in force,and until there shall have been furnished to the Surety competent,written, legal evidence of its discharge and release from any and all liability upon said bond. S-111 Page 1 of2 i Principal: Reef Realty,LTD POWER OF ATTORNEY POA Number: 40-463 THE OHIO CASUALTY INSURANCE COMPANY Obligee: Town of Barnstable WEST AMERICAN INSURANCE COMPANY Bond Number: 5069880 Know All Men by These Presents:THE OHIO CASUALTY INSURANCE COMPANY,an Ohio Corporation,and WEST AMERICAN INSURANCE COMPANY,an Indiana Corporation pursuant to the authority granted by Article III, Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company do hereby nominate,constitute and appoint: Mark McCartin,Robert W.Miller,Kelly C.Bolton or Martha A.Kenney of Hyannis,Massachusetts its true and lawful agent (s) and attorney (s)-in-fact, to make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all BONDS, UNDERTAKINGS, and RECOGNIZANCES, not exceeding in any single instance ONE MILLION ($1,000,000.00) DOLLARS, excluding, however, any bond(s) or undertaking(s)guaranteeing the payment of notes and interest thereon. And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the Companies at their administrative offices in Fairfield,Ohio,in their own proper persons. The authority granted hereunder supersedes any previous authority heretofore granted the above named attorney(s)-in-fact. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company and West American Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of each Company this 7th day of January,2008 �,�Y INSV NINSt/R IAO o; SEAL '09 SEAL ,;A �, ,a �, a Sam Lawrence Assistant Secretary .r STATE OF OHIO, COUNTY OF BUTLER On this 7th day of January,2008 before the subscriber,a Notary Public of the State of Ohio, in and for the County of Butler,duly commissioned and qualified,came Sam Lawrence, Assistant Secretary of The Ohio Casualty Insurance Company and West American Insurance Company, to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Companies aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and the said Corporate Seals and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal at the City of Hamilton,State of Ohio,the day and year first above written. 7 c 3 Notary Public in and for County of Butler,State of Ohio 3 ".6zli o My Commission expires August 5,2012 Colo, Wx This power of attorney is granted under and by authority of Article III,Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company,extracts from which read: Article 111,Section 9. Appointment of Attorneys-in-Fact. The Chairman of the Board,the President,any Vice-President,the Secretary or any Assistant Secretary of the corporation shall be and is hereby vested with full power and authority to appoint attorneys-in-fact for the purpose of signing the name of the corporation as surety to,and to execute,attach the seal of the corporation to,acknowledge and deliver any and all bonds,recognizances,stipulations,undertakings or other instruments of suretyship and policies of insurance to be given in favor of any individual,firm,corporation,partnership,limited liability company or other entity,or the official representative thereof,or to any county or state,or any official board or boards of any county or state,or the United States of America or any agency thereof,or to any other political subdivision thereof This instrument is signed and sealed as authorized by the following resolution adopted by the Boards of Directors of the Companies on October 21,2004: RESOLVED,That the signature of any officer of the Company authorized under Article III,Section 9 of its Code of Regulations and By-laws and the Company seal may be affixed by facsimile to any power of attorney or copy thereof issued on behalf of the Company to make,execute,seal and deliver for and on its behalf as surety any and all bonds, undertakings or other written obligations in the nature thereof; to prescribe their respective duties and the respective limits of their authority; and to revoke any such appointment. Such signatures and seal are hereby adopted by the Company as original signatures and seal and shall,with respect to any bond,undertaking or other written obligations in the nature thereof to which it is attached,be valid and binding upon the Company with the same force and effect as though manually affixed. 1,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company,American Fire and Casualty Company and West American Insurance Company,do hereby certify that the foregoing power of attomey,the referenced By-Laws of the Companies and the above resolution of their Boards of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seals of the Companies this day of P�•SY INSV J '•.Rq �G..._..•qN g, .yC' Q.,• p `n SEAL 0'1 SEAL a� W� ;2 Mark E.Schmidt Assistant Secretary Daniel E Bram" RE 189 HarMor Point Rd. Cwwjagrtid. M.A. 02637-0361 j?o. x ��z � r.,�►s,M Q� 02.�T j a .k of l & L F) .. At �t0&1 Jjpt1 c cut ti y�resc" 1\L"Li'L.l 1-!1JL u'L v e_. v ._.�... —•.1 — _ Licensed to: Dan Braman, P.E. ,� Steel Code: AISC 9th. Ed. SPAN INFORMATION: R" Beam Size (User Selected) = WBX15 Fy = 36. 0 ksi Total Beam Length (ft) = 15 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 015 k/ft f . Line Loads (k/ft) : ' Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 15. 00 0 . 195 0-195 0. 000 A-'000 0'.390 - 0.390 . SHEAR: Max V (kips) = 4 . 50 fv (ksi) =t2. 27 .Fv- = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension` Flange Comp 'F'lange kip-ft ft ft fb T Fb fb . Fb Center Max + 16. 9 7 . 5 0 . 0 1. 00 17 . 16;. 24. 00 17 : 16 * ,24 . 00 Controlling 16. 9 7 . 5 0 . 0 1. 00 ' 17 .16- 24 . 00 - --- REACTIONS (kips) : Left Right` DL reaction _ 1 . 58 1:58 Max + LL reaction. 2. 92 2. 92 Max + total reaction 4 . 50 4. 50 DEFLECTIONS: Dead load (in) at 7 . 50 ft = 0. 1712 r L/D 1047 Live load (in) at T. 50 ft- -0. 319 L/D- = 564 Total load (in) at' 7 . 50 ft ' -0. 491 L/D .= 367 L\L-LL-15.1LLL]11 Licensed to: Dan Braman, P.E. v - Steel Code: AISC 9th' Ed. SPAN INFORMATION: Beam Size (Optimum) = W10X12 Fy = 36. 0 ksi Total Beam Length (ft) = 15. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 012 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DLl Pre_ DL2 LL1 LL2 r 0. 00 15 . 00 0. 193 0. 195 0. 000�� , 0. 000 0.390 0. 390 SHEAR: Max V (kips) 4 .48 fv,- (ksi) - 2 . 39 . Fv 14 .40r MOMENTS: Span Cond Moment @ `Lb Cb - Tension Flange Comp Flange kip-ft ft 'ft fb Fb fb' - ' Fb ' Center Max + 16. 8 7 . 5 0. 0 1. 00 18 . 49 24 . 00 18 . 49 24 . 00 Controlling 16. 8 7 . 5 . 0.0 • 1. 00 18 . 49 24 .00 -- --- REACTIONS (kips) - Left Right DL reaction 1. 55 1. 55 Max + LL reaction 2 . 92 2. 92 Max + total reaction 4. 48 4. 48 DEFLECTIONS; Dead load (in) at 7 . 50 ft = -0'. 151 L/D = 11911 Live load (in) at 7 . 50 ft = 0 .285 L/D = 632 Total load (in) at 7 . 50 'ft _ -0 . 436 L/D 413' 1 - f ,o w. Y i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map [ D Parcel 2 . Application # y Health Division Date Issued I Conservation Division Application Fee !yG Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board - I1110 o Historic - OKH _Preservation/Hyannis �uvrL610 w Project Street Address GL Village Owner Address 1 b y AU" �f; ,e,� Le tl a�Qa In . ranTelepho ;W Permit Request 4 ., 5TJ&24 -' e tVF�1 IQ[ 111, I e 412P. Square feet: 1st floor: existing proposed U�y 2nd_floor: existing proposed 5Total new Zoning District i G Flood Plain A- Groundwater Overlay Project Valuation 2019K, Construction Type Lot Sizes Grandfathered: >drYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing StructureA/,Cw CriYus% Historic House: ❑Yes /WNo On Old King's Highway: ❑Yes/&No Basement Type: /&Pull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) c Basement Unfinished Area(sq.ft) �� Number of Baths: Full: existing new �_ Half: existing new O Number of Bedrooms: existing 3 new Total Room,Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes V 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 siz0XZXhed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes V`No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION - ''�II (BUILDER OR HOMEOWNER)___ Name W. Telephone Number �� Address fU 4�w License # • %l/�iU�s A* Home Improvement Contractor# Worker's Compensation # k/GA 1,7r-V5 Z5.2�. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO s.+4DN164- SIGNATURE IN DATE 6:�)/ Z7�ho FOR OFFICIAL USE ONLY APPLICATION# .. DATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER, DATE.OF INSPECTION: FOUNDATION O -Shil0 PRom 3)S�r�as. Z�4le FRAME 'n•Fmdcl it 213/ib A& S =W- e pFi�►C 9� I�� INSULATION �oey�lo FIREPLACE ELECTRICAL: ROUGH -FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL,- FINAL BUILDING ®1 ZJI YI�0 Q6Z I L9a/0 AL v IV DATE CLOSED OUT ASSOCIATION PLAN NO. r ` I i THOMAS A.LA TANZI LA TANZI, SPAULDING &.LANDRETH, P.C. DANA A.BERRY LAWRENCE O.SPAULDING,JR. - - - - KRISTEN S.RUFO"• DUANE P.LANDRETH ATTORNEYS AT LAW BROOKS S.THAYER - _ .. 8 CARDINAL LANE - of COUNSEL LISA F.SHERMAN P.0.BOX 2300. HARRY SARKIS TERKANIAN MELANIE J.O'KEEFE - JENNIFER S.D.ROBERTS* ORLEANS, MASSACHUSETTS 02653-2300 BONNIE-JEAN A.NUNHEIMER .. CHRISTOPHER J.WARD" TELEPHONE(508) 255-2133 **ALSO ADMITTED IN NY _ O ADMITTED IN FL FACSIMILE(508) 255-3786 ALSO ADMITTED IN CT WWW.LATANZI.COM, December 14, 2009 Ms. Carol Reed 169 Allen Street East Longmeadow, Massachusetts 01028 Re: Lots in Centerville -,Barnstable Assessor's Parcels 190-221.and 190-222 .. Dear Carol: I was contacted by the potential buyer ofµthese lots,Reef Realty, who requested an original copy of a letter which set forth the position that both Lots 11 and 12 on Shoot Flying Hill Road are buildable. Accordingly, I revised my memoranduiz of November 12, 2009 as to form and not content and am sending you-and Mr. Everett Boy an original of the enclosed letter. - Very truly yours, , A Duane P. Landreth Enclosures cc: Everett Boy w/ enclosure` w Christopher T Ward, Esq. W/enclosure Bonnie Nunheimer, Esq. w/enclosure ,_ THOMAS A.LA TANZI - LATANZI, SPAULD'ING S&.LANDRETH, .P.C. ."DANA A.BERRY LAWRENCE O.SPAULDING,JR. KRISTEN S.RUFO*• DUANE P.LANDRETH ATTORNEYS AT LAW BRooKss.rHAYER 8 CARDINAL LANE„ OF COUNSEL LISA F.SHERMAN - a i'i�P. O:BOX 2300 - . HARRY SARKIS TERKANIAN MELANIE J.O'KEEFE _ 'ORLEANS�r MASSACH USETTS O2653-2300.,:. _ JENN.IFER S.D.ROBERTS* BONNIE-JEAN A.NUNHEIMER °. - _ " - a - f TELEPHONE(508)255 2133-, , 'oLso 6DMrcTEo IN NY CHRISTOPHER J.WARD** - - r - . - <. • **ALSO ADMITTED IN FL - s FACSIMILE(508) 255-3786 " �. - d ALSO ADMITTED IN CT a'+• _ WWW.LATANZI.COM,. y T November.12, 2009 . , - • Mrs. Carol Reed - � 169 Allen Street ..t { East Longmeadow, Massachusetts 01028 '. . *a. Re: Barnsiable,Assessor'.s Parcels 190-221 and 190-222- a. Dear Mrs. Reed: The purpose of this letter is:to set,forth,my opinion concerning certain'lots located in, �. Centerville, Massachusetts. q ' I. FACTS t A plan was submitted as an Approval,Not-Required ("ANR")plan for;land in Centerville by Barbara C. Newton ("Barbara',') and'endorsed by the Barnstable .Y Planning Board on October 2 19.75:'The blan,was,recorded at Plan Book 298, Page s L 76 of the Barnstable Registry of Deeds. Part of the property,is in the-RC zone andpart $• ; in the RD-1 zone according,;to the T I own"zoning map , both residential-zones. They plan created Pots 1,9; 10, 11 12 and 13':and is attached as "A'' n s, At the time of endorsement;aM,-,until February, 1.985,the requirements,in the RC zone were 15,000 square'feet of area, no particular frontage, and lot width,of 100 feet' At the same times,•theRD-1'zone required-20;000 square feet'ofarea, no particular " frontage,and lot width of 125 feet. (The latter is defined,by the bylaw as the,width of "I the lot at the front setback.line of.the house, 30 feet in both`zones.) When the lots met the requirements for both`zones as to area frontage and were created in 1975,they ¢, lot width.,'" s ..; �. r i t ' According to Town records and,its legal department, as of February 23, 1985, the,bulk requirements for lots.within the zones were modified as follows: Lot Area Frontage _ Width �. .RC 43,560 sq ft. .0, 100 `RD-1 43,560 sq;ft. 20 125 v . r •' While the map shows the�majority of the land to be in the RC zone, TownI-Planner takes the position it'w is in the RD-I zone. The distinction is notmaterial to this analysis. M „ a e i- - LA TANZI, SPAULDING & LANDRETH,, P.C. k Mrs. Carol Reed November 12, 2009 F Page - 2— Thus, as of February 23, 1985, lot 11 and the combined lot 12-13 no longer conformed to the then-current dimensional zoning requirements because they did not imeet the minimum lot size. Barnstable has imposed additional requirements upon lots in this area. On October 26, . 2000, this area was placed in the Resource Protection Overlay District ("RPOD") Which increased area requirements for a residence to 87,120 sq. ft. The bylaw had a savings clause. A lot which conformed to the bulk requirements immediately prior to ' the enactment of the RPOD is protected, Zoning Bylaw Section 240-9l.G(1)(a)'. Also, the Town enacted a lot shape factor,for residential lots; the square of the perimeter divided by the lot area could not exceed 22. Lots 11, 12.and 13 on the Plan Book 298, Page 76 plan, no matter how combined, cannot meet the full requirements of the RPOD area size of 87,120 sq. ft. and they do not conform to the rp esent bylaw. However,'they could be protected by other provisions of the bylaw. The only way a lot or lots could.be buildable is by a grandfathering provision of the bylaw. - After the date:of the ANR plan endorsement,Newton,made the following r conveyances: Date Lot(s): Grantee 02/14/85 9 & 10 Barnstable Holding Co. 06/22/89 1.1 John L. Newton and others` 11/01/90 1-& 460 Old Stage U. George P. Newton I { 1.2%OS!90 12 Jo1mn L. :Te\vtan, Trustee` 11/01`/91., 13 John L.Newton, Trustee . II. QUESTION PRESENTED Are lots 11 and 12 each a buildable lot? III. SUMMARY ANSWER The Town's zoning bylaw has been interpreted so as to protect both'lots 11 and 12 as separately buildable lots., .2 Some time,after 1975, Barnstable imposed the lot shape factor requirement for+residential lots. The factor may also be measured by having an area within the lot which contains the building envelope comply with the requirement,which both lots l 1 and,12. have: l LA TANZI SPAULDING & LANDRETH, P C.i� 4 Mrs. Carol Reed November 12, 2009 , t . —Page - 3 s . Both lots 11 and 12' are separately-buildable due to.Section'240-9l.B. of the bylaw which says that if(a) alot is held in common ownership with not rnoreihan`two adjoining lots; and (b)`it had a minimum area of 7,500 square feet and 75 feet (or what the zone requires,here 20 feet) in_frontage; and (c) when1he plan creating the h k lot was endorsed, the lots conformed to the then-zoning requirrements;'and(d) the lot conformed to zoning requirements as of January#f°, 1976, then the lo't is protected for single and two-fami-ly use from an increase in lot area and other dimensional requirements for a period of five years'from the'effective date ofYthe zoning change= We have established that the Barnstable,zoning bylaw was changed on,February.23; 1985 to require 43,560 square'feet per lot as area requirements inAkRD-1 zone.As' _ of the date of the zoning change, Newton owned lot 1, which wasldeveloped,y460 x Old Stage Road and*lots 11, ,12.and 13'. Just prior to the effective date of the bylaw change, Barbara ha&conveyedlots'9 and 10 to the Barnstable Holding Company so they were no`longer in common ownership `.So because of Section 240-91.B.;,cited ; above'' lots l I'and 12 would be proteeted'lots•until'February"23;1990 since',theymet,,: requirements,(a) through (d) Prior to the expiration of the five year_date,Newton severed,thecommon ownership. of lots 11 and T2 conveying the`former to John ` : Newton,et al and retaining'the. latter. The section following Section 240-91.B:is�Section240s91.C. which says. [t]he protection afforded'by Subsection B shall becorrie vested upon the sale or transfer of the1ot sq protected:into ownership separate from , that of adjoining lots or the building'thereon of a'residence. This provision mean's thatif a common owner who has the benefit of Section'240- 91.B. either builds a house on the lovoryputs it into separate owners.ip:from the adjoining lots within the'five year period; the lot is,thereafter permanently.protecwd 'kz, x As-for the RPOD requirement, Section;240-91.G.`(1)(6) says if immediately prior to -1.` its enactment a single'lot was prof ectedS by,Section 240-91.B. and,'C., it is not covered by the°RPOD requirement. In this case,the,§Aect lots%were Trolectedby°' w Y the latter.sections 80 s and"earl 90 s and wh the Town today assesses both lots 11 ngaged in the late The explanation ex lams the attern of conve ances that Newton e ,. y. Y Y and 12,for •- ' 4 amounts..similaito other developed'single family-lots in the neighborhood The Assessing Department treats'lotsml'f and 12 a ildable lots as,indeed,they, s'bu , are 3 As a preliminary matter,because of its configuration, lot 13 has no independent utility. It is assumed that it would be combined with lot 12. LA TANZI, SPAULDING & LANDRETH, P.C. Mrs. Carol Reed November 12, 2009 Page - 4— You may share this letter with a potential purchaser or.with the Town's Building Commissioner to verify this analysis. As noted above, I did discuss it with Town Counsel's office which is in agreement. t Very truly yours, 0r Duane P. Landreth a 4 i I_ ; n15 Ap v�' PQ O�Nllh �:F.I;:S \ ETr 38 B w S T'KA cE � 6 o Ap� d� 9i[I'Y4'•vll:'tir, + BP /60.0 �@ I .Bt/i>/ as.S'f7,• 0 .•✓ Gs .O L3 A er//ti2�P k / l F� �[�NF �.5�y1. .• N •� i O p V w 1 w/'✓ pC � o� /i,/Bs 5(II .vE Pro✓ \0 fwi.'1, .. N moo' `� � YWVV .\ � .J( H,e./S'23 6.5,9 ]\�➢� ✓o56PN` W ``'' .v) '�0.00 Ny F~ I` 59V'K�m i✓ { y/cC RM/iGK �b0 � V 4 � o..� •/ � `1 �` .� Assess e.e5 MN.o_/90 'A .•_36 29 - HK 9K7 F4.L2{6 -.EEooE✓tee �' � - / 0 7 ^'ro /,-//u.AMI -- IV '' O G�p 0 82 / , •� C 3 '90 PG.9 h/ o.c GgNa, /N CE�I./TE/�///LLE �B/9/2NSTi9BG6�o/L/.955. 'B z s qa� P<.9�E✓�c�BEs.eo Foz rE UG(/sT//fJ/97.T ✓OHN G.N6!'YTON IQE{$/$rER LO Lq✓O SUR!/6YOQ � lYEsr yq.eM ou>HJ y>q 55. ,�/oTE. ✓T 0 /C /3 g3GOTryy O N/S P<,v✓E/o �/oT A Y 4 QU/�.O/✓4 ✓o h/LL HE US / GOWu✓crio✓'Iv/rH AOJFC E✓T Gq✓o e../c�/. A.c✓.EEF6G6✓cE�P<�v✓BmK 29Z F+v6E S6' suM�� ' GeTUs A ✓ /3 A✓IY/ct-✓eT 9E e /YNy.eU,egoSGS. ' oFtHFTp� _ . The Town of Barnstable • snxxsrnB�, • Department of Health Safety and Environmental Services 0r .�►`• Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner August 26, 1998 John L. Newton,Trs. Old Stage Irrevocable Trust 45 Horse Pond Road W.Yarmouth, MA 02673 RE: 1171 Shootflying Hill Road, Centerville (190/222) Dear Mr. Newton, The available information has been reviewed and the above lot is deemed unbuildable. The zoning change to 1-acre occurred in February, 1985, in Centerville. This lot was conveyed 5 years and 6 months after the zoning change therefore it is not a grandfathered lot. You have the option to seek a Variance from the Zoning Board of Appeals. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner Jul -23-97 03:03P `:�;acq �s N. Moe-in 1 -508-771 -2116 P.01 WII i__�I® UM TO, Richud S.Dubs �(�VJi n k iDJ bi v,\ - � am�'. Gsildea rJ , DAM June 17, 2907 4-7� ' �� ! 1r4lQ.c.�► ��N..�w�w��•www.�w•v.��.��4+w� �wa�•rwwp Lot 12 ease bald In m000 oe.,NrghiP _Ah Lot 11 frat M% tulEal 'M' Barbarm C Newtau a4 8'=&Curds OmvYW the Pa ap"to Ber'barm C.Newt=in am. (1w0/P18?). se.W28 C.Nswtoa*"bdivlded Elie peopertg+im 1g76 ctsatimg d lots whkb emfwmed I*the thst soft ants for "1h*Pisa used k ed Au K 1078 was pinbmuta let rise. shed Ada$lYvt b9 the 2e3i Mble p nulag Board an Ocsober 20, 197b. Barbara C,Newtm cauaeyed Loot 12 John L NOWtOn. Trustee of the Old step Ruble 7Vug is 190. (878731Pl75), Barbam C.Newton toyed 14 11 is sad Nell N Owton(B6781/P148). The aPD be x�efl in 191k lot sae®is d8.680 BC`°b Ubesi®u,� t ronteisu 84,537 square fiat. r �,� evc j TRANSMISSION VERIFICATION REPORT TIME: 01/01!1995 22: 57 NAME: FAX TEL DATE,TIME 01/01 22:57 FAX ,10./HAME 916177220202 . DURATION 00: 00:25 PAGE(S) 01 RESULT OK MODE STANDARD I � _ ECM J _�l�..�� oo�� +sue ��.c_ ��o_� !—;.—� ��8 �-E! ;- —, - -I �- o �,Y 180 -Hayb�r Point I IRA c t T;_E Ill j Cunutiaga, Vj6 C-a Willi rr P4 ic),r C:) L—L Joi I 1A • l p T V) Pi C4 RAMSBEAM V2 . 0 - Gravity Beam Design L , ensed to: Dan Braman, P.E. ,Job: 1171 Shootflying, Cent. Steel Code: RISC 9th Ed. SPAN INFORMATION: ' Beam Size (Optimum) = W10X12 Fy = 36. 0 ksi Total Beam Length (ft) = 16. 00' Top Flange Braced By Decking LOADS: Self Weight = 0. 012 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 16. 00 0 . 130 0 . 130 0 . 000 0 . 000 0 . 390 0. 390 SHEAR: Max V (kips) = 4 . 26 fv (ksi) = 2 .27 Fv .= 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange - Comp Flange kip-ft ft ft ' fb Fb fb Fb Center Max + 17 . 0 8 . 0 0. 0 1. 00 18 . 74 24 . 00 18 .74 24 . 00 Controlling 17 . 0. 8 . 0 0. 0 1. 00 18 .74 24 . 00 -- --- REACTIONS (kips) : Left Right DL reaction 1. 14 1. 14 Max + LL reaction 3 . 12 3. 12 Max + total reaction 4 .26 4 .26 DEFLECTIONS: Dead load (in) at 8 . 00 ft = -0. 134 L/D = 1430 Live load (in) at 8 . 00 'ft = -0 . 369 L/D = 521 Total load (in) at 8 . 00 ft = -0. 503 L/D = ` 382 Town of Barnstable Regulatory Services Richard V. Scali,Director eVl { MAM '�' . Building Division ®/N� o� Paul Roma,Building Commissioner O /"Cr 200 Main Street, Hyannis,MA 02601 S www.town.barnstable.ma.us 1�14NOFB 16 ti %VSTd�, Office: 508-862-4038 Fax: 5080-90-6230 PERMIT# FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less j Location of shed(address) jVillage 04( L, -5-;=� T --7 3 -5- 6 v1 c)4- Prope owner's name Telephone number /Z x Size of Shed Map/Parcel# , r Signature Date z Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAYBE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN - L REV:06/20/16 v NEW ENGLAND LAND SURVEY MORTGAGE INSPECTION PLANT Professional Land Surveyors1s NAME ROBERT M. & MARGARET M. DUFFY 25 SUTTON AVENUE , Oxford, MA 01.540 LOCATION 1171 SHOOTFLYING HILL ROACH PHONE: (508) 987-0025 CENTERVILLE, MA w FAX: (508) 234-770-3 ; „ - SCALE 1 =50, DATE 9/3/2014 REGISTRY BARNSTABLE BASED UPON DOCUMENTATIDN PROVIDED, REQUIRED MEASUREMENTS WERE CERTIFY To,PEA HOME MOKCAGE, INC ISAOA/ATIMA MADE OF THE FRONTAGE AND BUILDINGS) SHOWN ON THIS MORTGAGE �� OF INSPECTION PLAN. IN OUR JUDGEMENY ALL VISIBLE EASEMENTS ARE DEED REFERENCE. 24430 3 SHOWN AND THERE ARE NO VIOLATIONS OF ZONING REQUIREMENTS REGARDING DWELLING STRUCTURES TO PROPERTY LINE OFFSETS (UNLESS PA CK PLAN REFERENCE 298�76 OTHERWISE NOTED IN DRAWING BELOW). NOTE: NOT DEFINED ARE ABOVE GROUND POOLS. DRIVEWAYS, OR SHEDS WITH NO FOUNDATIONS, ETC. M THIS IS A MORTGAGE INSPECTION PLAN, NOT AN INSTRUMENT SURVEY NO. 51 WE CERTIFY THAT 1HB SULOING(S)ARE NDT WITHIN THE SPECIAL DO NOT USE TO ERECT FENCES, OTHER BOUNDARY STRUOTl1RE5. OR TO ROOD HAZARD AREA,SEE FIRM: PLANT SHRUBS. LOCATION OF.THE STRUCTURE(S) SHOWN HE, N IS S fvO EITHER IN COMPMCE W11H•LOCAL ZONING FOR PROPERTY uNE oFFSEr 25001 CO561 J wo; 7/16/- 2014 REQUIREMENTS. OR IS DOA" FROM VIOLATION ENFORCEMENT,;ACTION(.AND UNDER MASS. &L TITLE VO. CHAP. 40A, SEC. 7, UNLESS;OT1iERWLSE I'= HAZARD ZONE WAS BEEN DM WED BY SCALE AND IS NOTED. THIS CERTIFICATION IS NON—TRANSFERABLE.THE ABOVE . NOT-RECiSMY ACCURATE.UNTIL DTFIMK PLANS ARE ISSUED CERTIFICATIONS ARE,,MADE WITH THE PROVISION THAT THE INFORMATION BY HUD AND/OR A VEFITUL COHIROL SUIM IS PEAVORIIED, PROVIDED IS ACCURATE AND THAT THE MEASUREMENTS USED ARE $A PRECISE ELEVATIONS CWrA BE DETMIANED. ACCURAIELY LOCATED IN RELATION TO THE PROPWY LINES. r �a x LOT 12 24,557 SF WON m #1 171 > g . O R a 00 � 125.00' 11ST00' C� O . o' M, 50 75' 100' ISO, REQUESTED BY. CROWLEY dt CUMMINGS LLC DRAWN BY: LAS CHECKED BY: GES SCALE: 1"a50' FILE: 14MIP0503 t. 48'-0" NOTES: - 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO MATCH EXISTING 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS DECK B I I A4 STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 A5 5.) 110 MPH EXPOSURE B LOCATION 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 8.) ALL WINDOW AND DOOR HEADERS 4'0"OR LESS TO BE 2-2 x 6 W/2K,1J 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS 110.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY p BATH / \ EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION KITCHEN E O INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE DINING ROOM O 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION REF 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE,900 PSI MIN. LINEN ) : O r _ IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS . © CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 0 DN - GARAGE TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) N ------ -- ---- - FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENTSLAB CRAWLSPAGE W U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE ANTRY MASS 030 . 0.55 49 20-13.5 30 15H9 10(4 FT.DEEP) 15119 MASS . 'O NOTES: F71r•� 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. ® 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR LIVING ROOM OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS II 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR LO6ET BEDROOM &R13 CAVITY INSULATION I I I I I L----------� L------- ---- UP OUTLINE OF NEW DORMERABOVE (� CLO ET © I o $a11gtablO Bldg,DePt. Apprme 1_6 d by e A —Zg�3 A5 A4 PerMit#: 34'-0• 14'-0• -EPT. FIRST FLOOR PLAN 1 co 10 2_019 SMOKE DETECTOR IABLE ©CARBON MONOXIDE DETECTOR �VV1v � � ®HEAT DETECTOR 1 THE DESIGNER SHALLSE NOTIFIED IF ANY BQ REMODELING/ADDITION FOR: ERRORS OR OMISSIONS ARE FOUND CONTRACTOR SCALE THESE DRAWINGS PRIOR TO START OF COTUIT BAY DESIGN. LLC NEW CONSTRUCTION.THE BUILDING CONTRACTOR 43 B RE ^' 1/4" - 1 I-0„ /� WILL BE RESPONSIBLE FOR THE CONTENT V V STE R ROAD IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT SOLELY NG THE FOR D U F FY RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE MASHPEE MA. 02649 THESE DRAWINGS ARE SOLELY FOR THE USE 7 OF THE OWNER NOTED.ANY OTHER USE OF PH. (508 274-1166 TH ESE DRAWINGS REQUIRES THE WROTEN 9/6/2019 1171 SHOOT FLYING HILL ROAD CENTERVILLE, MA ACONSENT CT OF 190FTHE DESIGNER UNDERTHE FAX(50 ) 539-9402 ARCHITECTURAL COPYRIGHT PROTECTION 48 0" B A A5 A4 34'-0• 14'-0• '-0" 3'-8' ANDERSEN ANDERSEN TW2442 TW2442 O I I I I BATH I• W.I.C. I ❑ BATH BEDROOM BEDROOM. Im I I I O O I I 2'6"x 6W HALL I I PKT.DOOR PKTx 6-8- OOR ON O II SITTING ❑ 11 AREA c� '6'x 510 ED LIVING � s BELOW I CLOSET ANDEI ZSEN ANDERS N AND RSEN A21 A21 A21 io NDERSEN ANDE SEN r�, GER N 51 A251 51 '-1 1/2" 2'-9" 2'-" 1/2" 1•-9" 2.3" 2•_3• 1'-9- B A A4 3._0. 9�_9. A5 _ 21'-3• 3._0" 3._0. (NEW SHED DORMER) (NEW SHED DORMER) 34'-0" 14'-0" SECOND FLOOR PLAN THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS S SCALE ®I ( COTU IT BAY DESIGN, LLC NEW REMODELING/ADCONSTRUCTION. DITION FOR• SEBUILDING CONK THESE DRAWING PRIOR TO START OF WILL E BE RESPONSIBLE FOR CONTENT T 1/4" 43 BREWSTER ROAD IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE MASHPEE MA. 02649 DUFFY RESIDENCE DESIGNER OF WIMS ERRORSME OR OMISSIONS. DATE . THESE OWNER S ARE SOLELY FOR THE USE OF THE OWNER NOTED.ARV OTHER USE OF PH. (508 274-1166 CONSENT TOFF THE NERTHEEN 9/6/2019 1171 SHOOT FLYING HILL ROAD CENTERVILLE, MA ACT OFF1990,FTHE DESIGNER UNDER THE FAX (50 ) 539-9402 ARCHITECTURAL COPYRIGHT PROTECTION A2 f, NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING NEW PVC FASCIA,FRIEZE,& SOFFIT BOARDS TO MATCH EXISTING TOP OF PLATE Fs / / / NEW PVC TRIM TO MATCH EXISTING try NEW W.C.SHINGLE SIDING y TO MATCH EXISTING x x Q SECOND FLOOR SUBFLOOR_ TOP OF PLATE FMIJ El FM FM 00 FM I I II El m ED � aFIRST FLOOR SUBFLOOR FRONT ELEVATION 12 EXIST. 12 12 EXIST. 5.5� 12 NEW PVC RAKE BOARDS �5.5 TO MATCH EXISTING TOP OF PLATE TOP OF PLATE NEW PVC CORN ERBOARDS ® TO MATCH EXISTING _ z O N z w 12 x x U 12 12 F Q 12 D SECOND FLOOR SECOND FLOOR SUBFLOOR SUBFLOOR_ TOP OF PLATE TOP OF PLATE +H A LLLI all FIRST FLOOR FIRST FLOOR SUBFLOOR SUBFLOOR LEFT ELEVATION RIGHT ELEVATION COTUIT BAY DESIGN. LLC NEW REMODELING/ADDITION FOR: THE DESIGNER DRAWINGSSHALL PRIOR NOTIFIED IFON ANY SCALE ERRORS OR OMISSIONS ARE FOUND R THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 1/4" - 1'-0" WILL ES DRAWING I FORTHE CONTENT 43 BR ER ROAD C MMENC S WITHOUT CONSTRUCTION COMMENCES ANY ERRORS OR 0 THE MAS H P E E MA. 02649 D U Y RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE THESE OWNER S ARE SOLELY FOR THE USE OF THE OWNER NOTED.IRE OTHER USE OF PH. 50 74-1166 THESE DRAWINGS REQUIRES THEWRITTEN A3 FAX (50 ) 539-9402 1171 SHOOT FLYING HILL ROAD C E N T E RV I L L E MA CONSENT OF THE DESIGNER UNDER THE9/6/2019 ARCHITECTURAL TH DESIGNER PROTECTION ACT OF 1990. ---NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING NEW PVC FASCIA,FRIEZE,& SOFFIT BOARDS TO MATCH EXISTING TOP OF PLATE NEW PVC TRIM TO III ulI MATCH EXISTING z NEW W.C.SHINGLE SIDING y TO MATCH EXISTING FM wI : H = NEW PVC CORNERBOARDS I U TO MATCH EXISTINGFM � I I I I SECOND FLOOR SUBFLOOR I I TOP OF PLATE _______________________________� FIRST FLOOR a FIRST I 1 TYP. ROOF CONST. REAR ELEVATION -2 x 10 ROOF RAFTERS @ 16"o.c. -5/8"PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES NAILING SCHEDULE -15LB.FELT PAPER / \ -SIMPSONH2.5N 12 JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING -SIMPSON H 2.SA HURRICANE CLIPS 12 \ \ Q 4.5 AT ALL RAFTER ENDS 5.5� / / \ \ ROOF FRAMING: -ICE/WATER SHIELD AT BOTTOM 3'0.OF ROOF / / \ \ BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END -PROP-A VENT BETWEEN RAFTERS / / \ \ RIM BOARD TO RAFTER END NAILED -WIND WASH BARRIER BETWEEN RAFTERS ( ) 2-16 d 3-16d EACH END -ALUMINUM DRIP EDGE 2 x 8's @ 16"o.c. TOP OF PLATE WALL FRAMING: 2-2 H \ \ TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS /' / \ \ STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"O.C. TYP:WALL CONST. // HEADER TO HEADER(FACE NAILED) 16d 16d 16"O.C.ALONG EDGES 1.2 x 4 STUDS @ 16'o.c. FLOOR FRAMING: 2.1/2"PLYWOOD SHEATHING 12 / SITTING \ \ w JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-Sd 4-10d PER JOIST 3.R 20 SPRAY FOAM INSULATION ROOM W.I-C.\ \ BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END 4.1/2'GYPSUM BOARD 12 \ \ a BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK ao 5.W.C.SHINGLE SIDING \ \ LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST 6.TYPAR VAPOR BARRIER \ JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST \ SECOND FLOOR BAND JOIST TO JOIST(END NAILED) 3-16d - 4-16d PER JOIST SUBFLOOR BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT 2 x 10 JOISTS @ 16"o.c. MAMMA ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"D.C. 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"D.C. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD GARAGE W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CEILING SHEATHING: FIRST FLOOR GYPSUM WALLBOARD 5d COOLERS --- 7"EDGE/10"FIELD SUBFLOOR WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) —A STUDS SPACED UP TO 24"O.C. 8d 10d 6"EDGE/12"FIELD 1/2"&25/32"FIBERBOARD PANELS 8d — 3"EDGE/6"FIELD 1/2"GYPSUM WALLBOARD 5d COOLERS ---- 7"EDGE/10"FIELD A SECTION @ GARAGE FLOORSHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) A4 1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD ��/J THE DESIGNER SHALL BE NOTIFIED IF ANY SCALE : ®I ( COTUIT BAY DESIGN, LLc NEW REMODELING/ADDITION FOR: ERROR OR OMISSIONS ARE FOUND ON R ILA\ THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 1/411 WRL BE DRAWI SIS I FOR THE CONTENT ER ROAD IN CTMENCEAWMGS IF CONSTRUCTION COMMENCES MY ERROUT RS OR O THE MAS H P E E MA. 02649 F Y RESIDENCE DESIGNER OF ANV ERRORS OR OMISSIONS. DATE ) THESE DRAWINGS ARE SOLELY FOR THE USE 274-1166(- (1 ] OF THE OWNER NOTED.ANY OTHER USE OF FAX((508) 5 9 9402 SE OFT THE GIRES NERUNE UNDER N 9/6/2019 A4 1171 SHOOT FLYING HILL ROAD CENTERVILLE, MA ACT O CONSENTg DFTHE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION B A SOLID 2 x 8 BLOCKING IN THE OUTSIDE A5 A4 TWO RAFTER 8 CEILING JOIST BAYS 34'-0" 14'-0" @ 48'o.c.,ALLOW SPACE FOR AIR FLOW ON THE UNDERSIDE OF ROOF SHEATHING O O I I TYP. ROOF CONST. -2 x 10 ROOF RAFTERS @ 16"D.C. EXISTING RIDGE BOARD _ _ -5/8"PLYWOOD ROOF SHEATHING EXISTING RIDGE BOARD - -ASPHALT ROOF SHINGLES ____ ___ -1LB.FELT PAPER 4 a - INSULATION SIM -SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS -ICE/WATER SHIELD AT BOTTOM 3'0"OF ROOF —— -PROP VENT BETWEEN RAFTERS W -WIND WASH BARRIER BETWEEN RAFTERS -ALUMINUM DRIP EDGE 12 ——_———— 12 12 2K,1J 2J 2J 2K,1J i EXIST. 2-2 6 CONT.HDR. 12 5.5� �1 32x 12's i 2K,1J 2J 2J 2K,1J i 2-2 x 6 CONT.H R. 2 x 8 CEILING JOISTS @ 16"o.c. TOP OF PLATE TYP.112"GYP.BD.ON `CONT.SOFFIT VENTS 1 x 3 STRAPPING @ 16"o.c. B i 2-2 x 10's T-0" 9'-9" AS 21'-3' T-0" 8'-0' T-0" BEDROOM (NEW SHED DO ER) (NEW SHED DORMER) 34'-0' 14'-0" SECOND FLOOR SUBFLOOR ROOF FRAMING PLAN 2 x 10 JOISTS @ 16-.... TOP OF PLATE TYP.WALL CONST. EXIST.BEAM NOTES: 1.2 x 4 STUDS @ 16'D.D. 1.) ALL ROOF RAFTERS TO BE 2 x 10's 2.1/2"PLYWOOD SHEATHING UNLESS OTHERWISE NOTED 3.R20 SPRAY FOAM INSULATION 2. USE SIMPSON H2.5A HURRICANE CLIPS 4.1/2"GYPSUM BOARD LIVING DINING 5.W.C.SHINGLE SIDING ROOM ROOM AT ALL RAFTERS ENDS 6.TYPAR VAPOR BARRIER 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS FIRST FLOOR SUBFLOOR 2 x 10 JOISTS @ 16'o.c. I 1 2 x 10 JOISTS @ 16"o.c. (STING GIRT FULL BASEMENT rB�BIJIILDING SECTION @ LIVING/DINING A5 ��// THE DESIGNER SHALLBE NOTIFIED IFANY ERRORS SCALE ®I ( COTUIT BAY DESIGN, LLC NEW REMODELING/ADDITION FOR: S TION. I FOUN D THESE DRAWINGS PRIOR TO START OF WILL BE RESPONSIBLE FORT E CONTENT 1/4" Ili\ 43 BREWSTER ROAD IN THESE DRAWINGS IF CONSTRUCT ION COMMENCES WITHOUT NOTIFYING THE MAS H P E E MA. 02649 D U Y RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED, OTHER USE OF PH. (508) 274-1166 THESE DRAWINGS REOUIREIRESTHE WRITTEN 9/6/2019 FAX (50 ) 539-9402 1171 SHOOT FLYING HILL ROAD C E N T E RV I L L E MA CONSENT TOF URAL DESIGNER UNDER PROTECTION ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. Maniple Mem Ser Beams mull pk Mamaer Beams - Jon st haling., ' , LE6 ND SNa-dad Cennactlpn Sae Lpedea epnnactbn REVISIONS: BY: 1) t Na Verse-Lem e d e M35f ICI nsAn vze e n e uPaneIn �..s npm rip a +°+ „" - wM3'x"1 aAa l eap:a, 4:�'fee-WYaapa ' Bearing WBII Below rpp.a unpp,,,,�er •. . a ale aye. p prm III e.p.rlp nl —1� y seeppnan ff� /I- Nei cam em Bearing Well Above I - » p,Mp r-i°°^ - noaltnal\ ! Ile"lpl Tm .. Non-Searing Wall Below - Nn-BarN Well Above I T:ap o e ,a...ep,„m, . _ _ 9 _ o.,m.m... el� ao;"A lel n.upanemmr3 I.ee�renepm.ee.. P -__ ________1 sane ^ zsnla non,non,om,n....ee..A,. '"O"N'ee°, N 1 Y em�ad MtS%for anew batl at neeraM roof tlnaily_len9ln coon le be 9 is eA.xa w ae:ipw ra+r m.. -Haas and n5 e y r Post Below post Above ewdn9 roe sup:non snow rpma Hoare � a " LVLb em' ® OO F50 Multi Ie.MemberConnection Bolt F49 Multiple Member Connection Nail F13D Attachment at End F13 in g Panels at Interior Bearing F08 Post Load Transfer F14 e Rim Board - F19 LVL Header Opening F(1C1..._Extenor End Wall Support A N.T.S. N.T.S. N.T.S. . N.T:S.� N.T.S. - N.T.S. N.T.S. N.T.S, Post Above&Below ii!t a Flaer joist maybe-moved up to 3'to allow piping ° - ! ' - Use LVLs for rim at all attachetl deck i.-ti 6 on s - - - s _ rr 8212_ H41 f 1 r Z 'sl be a etl u to 3"to allowpiping. .. LU W 0 I Floor of me m vr "LU Y P _ w Lu 2 O Z , J O I 3. 3 3�'3 3 3 3 3 3 3 3 3 JL 33 - .Q ' T 1 r 9 4 1 fly columns required ° s r ` Use LCC3.S�SIm Ca farb- peon Ps n9. J L J IL J L J L J L J L J L J L J L J L J Move rt to One u der bear ng wall BLKt iBLKt ''• -+ - _ - -_ __ - 6 1 f -1 f 1 r 1 r 01 r 1 f 1 r 1 r 1 r 1 - 9i P Un DR __ _ m j H2 H4 6 . Realign Columns to fall tlerloatls above., D0112) 03 _ + ' 02 - 1. 1 1 1 1 1 it Il 11 -II 9 it �11- it ii 1 ,� 1 , 1 , Il - r r B e a DH3 IT I3(2) Notes v . - - - -- -- - -- - - - -- -- shop d sags,tJryrca/dwells 3 3 3 3 c 3 3 3 3 9 3 3r3 a�df rig pI nutlining " lIl 212 f s llabon procedures and unitr�dantrr�annmarrt�snobB3(Z ram } submitted/w approval by Ne DR - lrr _a�M"-of an9,— DBit2) . - 5 � .,p � Exact qu and lengNs the respansfbUity of Ne coiatrac[or. - _ 9 - _ - START F2ntlFl r _ - t - RAMING HERE - contractor is to aarby all beams START FRAMING HERE - 6 andjolsts et tJterr ezact locebons. ' , por At _ _ The flow system(1:1 ,LVU are - `. istFlocr Al i •'• ? 9-7216,OCSOMSR' - ' - .. .. designed/noon loads only - III . Roof loads from ranters,bracing,.. - 9-11 IT oc II MSR " .. - �. �., L3 - - - - f and beams muse bear ma ezewea, 16"OCS III. � - 2rid Floor avl:ght toe/,vag.�y 6 10' T 9" T 9" Frain nB Sch tl k N nalgad _ e, - st bee nidi-toll on ehe framing - r _ e -;..• , a , - R 11 1 1-011 plan submitted[o us ror teknol/. ` _ .: _ T Oty Oesa P,lon Len9t _ „ '' .. Woduct to ba seorerl,farMled and ns _ rtstalled in echo--wow '. . :.. .•. _ .A. ,. ,. 1 912"AJSTM 20 MSR 26 0" - _ ,,, manWac[urer's recomma-aeons. - ''��.Tag h ' 1/4 D . = + .. .. . 2 2_. 9,2"AJSTM 20 MSR Its O". - - i 34 0 _ J _ + y{ 3 2 912"AJS's`20 MSR 14-0" - 2ntl Floo -- k _ ¢ 9 v r - ` }' 4 2 91/z'AJSTM 20 MSR to-T - - Accessory Schedule tat Floor -• 1 J L Floors n e� x 5 2 9.1/2"AJS-20 MSR 4'D" w Tag city ManufactWrer Podud DescnPt on r - Fmmmg Schedule-Nom Hal zed, _ .4 ,p r - °t 'b _ _ - - H1 2 6rmpson 6frong-Tie,In< HHU5410 • 0' - - - {'Tag OtY Desv plan Length - 1/4" 1.1 011 r Bt -. 5 i-314"x 912'VER6A-LAM®2.D 3100 6P 14'0" t 'e "r^' 02 5 1-314 x9-1 4'W H2 1 S p Strong-Tre Inc. HUC410 _Unspeclfletl_ , 1 23 912'AJBTM 20 MSR 260" - 2'VERSA4AM®2.03100 SP a..B3 1 Steel Beam 160' H3 4 S-p Strong Tie Ina HUS1.81/1D _ 2 2 91IT AJS-20 MSR 160" s ° tf i - DBl 2 1-3Wx912-VERSA-LAM02.031OOSP 1D0- H4 29 Slmpson StrongTie Inc. IUT310 a a.. 3 2 9-12"AJSTM 20 MSR ill tat Floor n .-- - AccessorySchedule r - - D82 2 1-3/4'x912"VERSA-LAM®2.0310o SP a'0" - 4 2 912"AJSTM 20 MSR 100" - - 5 2 912'AJSTM 20 MSR - 6'0" Tag Oty Manufacturer Product Desalpfion A •� , D. 2 1-314'x 9-1/2"VERSA-LAM®2.031005P 60" - 4 6 2 9-12'AJS-20 MSR 4'0" H1 2. Slmpson Strong-Te,Inc. HHUS410 „ ' BLK1 BLK 91l0AJSTM2CMSR -- 160 7 1 1-3i4'x 91/2"VERSA-LAM®P.0 31OD SP 14'T H3 4 Slmpson Strong-Tre,Inc HUS1.81/,0 - 6 TL 1-1/B"x 91/2"BC RIM BOARDTM OSB 12D 0" B 1 1-314'x 9,2"VERSA-LAM®2.03100 SP 4'0' H4 12 S meson Strong--nil Inc. IUT310 - 81 5. 1-3W x91/2-VERSA-LAM®2.D 31DD SP 14D" u c t B2 2 1-314"x912"VERSA-LAM®2.031005P 8'0" , - n .. a. •. - - �� ,h d N .. B3 6 1-3/4'x 91/2"VERSA-LAM®2.03100 SP 4'0" �:N LL o eC Del 2 1-3/4'x 11-718"VERSA-LAM®2.0 3100 SP 34'0" BLK1 BLK 9112"AJSTM20MSR 3z 0" , ry a'C v » 9 TL ,-11T x 91/2"BC RIM BOARD^^OSB „z 0" m BC FRAM ERO 2.0 .. _ - .. SCALE: 1/4"=1r_0„ DATE:-5/1/2009 t - E- BY: be • - .. » J. - : Reef SHS fireplace.bcf FILE DWG: - SHEET-1/1- r A T I I.A 41 SMOKE DETECTORS RE EW D 1 RIDGE VENTRIDGE VENT BARNSTABLE BUILD' G DEPT. A :k CAPC 9 HOME BUILDER �. 2 hoot Street 12 O Bsx A a 12 86 5.o62 FIRE DEPARTMENT DA E Net U6.396.0906]0 12 2 BOTH SIGNATURES ARE REQUIRED FOR PERM! G F. 06.760.1406 tj . 25 YEAR j r O �12 TOP PLATE ASPHALT SHINGLES _ (2ND FLR.) (TYPICAL) SKYLIGHT LARTS PLATE O CARBON MONOXIDE D PER F MUST BE INSTALLED PER E n I' ICE+WATER � �RDS MA` LETf S BUILDING COD — — — — — — — — SHIELD — — — — — — TOP OF 1 z e FRIEZE - SUBFLOOR 1 1/4°HED MOULDING TOP OF OVER I x 3 OPTIONAL SUBFLOOR DENTIL MOULDING �GAS F-P- ' TOP PLATE -' ......_. - -' - _:_______. (FRONT ONLY) I x 5 CORNER ENCLOSURE. LF - I - i TO RC'WN MOULDING BOARDS - P PLATE LF _ I x 5 ® EI� IF \ ® I ® (TTIP,FRI CLEAR ONT NO WINDOW CASING - GRADE \ _ WHITE CEDAR >t DOOR TRI) ' I ' ON tfON SIDES (TYPICAL) SHIN4t rc 5"T.W. r (TYPICAL)AND REAR T ... : S ER ®® ® BRICK STOOP m x N BOARDS (TYPICAL) I I m TOP OF (. PER REEF SUHFLOOR ------ -- SPECIFICATIONS TOP OF v - CLE4R GRADE SUBFLOOR _ - TOP OF I - _ -+.iIGLS 5^T.W.. FOUNDATION ' . TOP OF L — — — — — — J I I I I d ___ t FOUNDATION d N ENTRY TRIM HRICK ST -I OPTION I PER REEFOOOOI��I OP i IONAL-• / M — SPECIFICATIONS I I GAS F.P. I I • --- I `P.T DECK FRAME w/ I 'I N ENCURE INSTALL WINDOW •� WELLS AS RE P T�DECKING I TOP aF - - — — - - — � �— � ---- - - - d FOOTINGTOP OF FOOTING_ — — - _ — _ t O = 0 (SHOWN WITH OPTIONAL TRIM PACKAGE AND OPTIONAL GARAGE) . - r. RIDGE VENT RIDGE VENT 25 YEAR - I y - 12 ASPHALT SHINGLES (TYPICAL) - 5.0625 12 ICE+HATER I B FASCIA BOARD SHIFID — — — — — — — — I.. ' 12 (TYFICAL) - r-12D TOP PLATE I. \-25 YEAR .. • _ ° TOP PLATE 1 ASPHALT SHINGLES '� I OVER HED MOULDING ®G (TYPICAL) OVER I B FRIEZE + (TYPICAL 1 SIDES AND HACK) X m NO WINDOW CASING ICE+ _� • RAKEE HOARDS ON SIDES AND REAR SZI IELDEM (TYPICAL) TOP OF (TYPICAL) SUBFLOOR �' TOP OF �_ - SUBFLOOR p TOP PLATE I - - t TOP PLATE m m I I x 5 CORNER -- ® 2 I r I x 5 CORNER - BOARDS No O D I.. NO WINDOW CASING ®q (TYPICAL.) m I ON SIDES AND REAR O. _ BOARDSI (TYPICAL) LF1aR GRADE F I t WHITE CEDAR m w CLEAR GRADE SHINGLES 5"T.W. 11 WHITE CEDAR SILCO"C', 1� TOP OF RICK STOOP SHINGLES 5^T.W. \ �,. ° BULKHEADFPEft REEF .\ h SUBFLOOR D SP TOP OFECIFICATIONS SUBFLOOR TOP OF44 FOUNDATION 1 �— -i I TOP OF m OPTIONAL I FOUNDATION ENCLOSURE I I P.T DECK. 'FRAME w/ I INSTALL WINDOW�--__, I HILCO PT.DECKING WELLa AS REO'D BULKHEAD I I LJ LJ I I - -- - - - - - -=? =� � - - - � I I EXTERIOR FOOTING 1 — —— — — — — — — — — — — �— — — — y — TOP OF ELEVATIONS FOOTING 1! SCALE: 1/4"=1t—O" Al . 1 14-O' '• A 12'8" NEE R - � 4'-II° 10'-3" I i 3'-6" 5'-q° ' I •. I CAP6 COD'S tlOMC eVODER - . - 243chool Street , _ I - Wem Oemis MA 02670 QO 3- 1:S08.264.3060 1:509.760.1406 - ` BATH 4 SUNDECK BILGED"c^ 2 x 6 WALL ®° O,_0„ 2 x 6 WALL - B BULKHEAD I2'x IO' - - 0 9 a STOR.ABOVE m BED ROOM I BED ROOM 2 !� OPTIONAL - SMOKE CO m r-,I O © O O GARAGE o .>� I aE }!l DET.wpl III bb o I ---- -- ---- '-- -- - - --- - pll d m AFRAMECCESSCLNG. SMOKE II- _ DN. J - - ' m T d I -DW 3W" W MIN. DET. .LL I , - - ' 14VAC LIN. vj SMOKE I "i Q� • - + CHASE DET. ° v Qm z x 6 WALL q'-2" � � � j I I "� d0 KITCHEN I m DINING ROOM BATH F u - 606E g ri 4 b 606E �0 _ REF. 12.12 - _ • GARAGE 266E -- y�SMOKE� CO M1bO 5U 2 x 6 WALL n m STORAGE OPTIONAL 12'-O° . STORAGE r--1 I O3 STEEL SM.PER (PLAN OPTION H) I I I HALL b SUPPLIERS SPEC = ��y (ABOVE) , p (D ry N 1 L ____ ________.m _ -1 , I2.12 - O L _1 _- -- -_— - -_ -- -_—_ _ - _ (,� M _ __ z _ ___ m .__ ,_________ _ __I . � . , i ` n � + - 'v rybbb 4"x6"-POSTFSR LINE FWALL' n _ � = N _ BLOCKED OM ABOVE(PLAN '^OPTIONAL (D = O - ' T - , .'q FRAME CLNG.. n - BEARING BELOW OPTION 5) GAS F.P. ' I ,___ 1r ._____________________________ ______ ___ __________________________, o ACCESS - HVAG -I TO BM.ABOVE �ENCLASURE 0 50°x30°MIN. v CF1AB 3a •(A = Q cm 2' It° o LIVING ROOM v 4 d 'v Qo I I I J I N SECOND FLOOR PLAN A _ M DEN/ BED ROOM II a�up r 0 c SCALE: I/4"=1'-O" ,. - . . _ �1 � o a. II�V d 696 SQ.FT.SECOND FLOOR - - °--_e _� - II rybbO 0A�SMOKE CO ° - Y _ LV O 4 9_0 x 7-0 I 1 DET. DtT. OVERHEAD DOOR - I 7 1 5'-1W la-2' II'-0" 7'-0° - BRICK STOOP " • B PER REEF I DIMENSION LG�J4D SI.I - SPECIFICATIONS- 6. W-4' 2'-4° I3' 101, • - DIM- I .DIMENSION TO EDGE OF STRUCTURE ® © ® - - _ - " DIM. DIMENSIONTO CENTER OF OBJECT 4'6" -6'3" 6'3"' 6'-3" 6'-5" 4'-6" 2'-0° ' --------------- I - 14,-p" i km II;P T FIRST FLOOR PLAN. - I2:12 $� j SCALE: 1/4°=i'-O.l A. • .540 SO.FT-FIRST FLDOR - - s1.i - BATH -- BED ROOM 2 5%SQ.FT.SECOND FLOOR(OPT.A) K6K.A 11455 SQ.FT.TOTAL LIVING AREA - 0 z x 6 WALL N I N'D O N S C H 'E D U L E STOR.ABOVE BED ROOM 1 OPTIONAL m SMO O rN, SMOKE TAG 'SIZE ROUGH OPENING - NOTES OTY. z GARAGE o ? -O' DET'I x�m III bb of DET - 5301.2.1.2 INTERNAL PRESSURE,WINDOWS IN BUILDINGS -... a < ss0 U M1b GLAZED IN WIND BORNE DEBRIS REGIONS SHALL HAVE v I U�III v GLAZED OPENINGS PROTECTED FROM WIND BORNE DEBRIS m w _FRAME DING. SMOKE -__ DN. La J - OR THE BUILDING SHALL BE DESIGNED AS A PARTIALLY ° A 2446 2'-6 I/W x 4'-9 I/4°^ 5 m ACCESS ENCLOSED BUILDING IN ACCORDANCE WITH THE p O ¢ 30"x30"MIN. DET. - INTERNATIONAL BUILDING CODE BUT UTILIZING THE WIND H 2446-2 4'-II I3/Ib°x 4'-9 i/4" NCN-REINFORCED MULLION 3 N Z LOADS SET FORTH IN THE 7TH EDITION MA BUILDING O AC CAPPED SLOPED CODE.GLAZED OPENING PROTECTION FOR WIND BORNE C 2432 2'-6 1/5°x V-5 1/4° 2 N CHASE S 2 x 6 WALL q._in WALL ^ DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE D CN235 V-5 1/4'x 3'-5 3/5" 1 MISSILE TEST OF ASTME E 1"6 AND OF AMSTE E I806 LIVING ROOM REFERENCED TH=_,i,EIN. c - (BELOW) nd E VELUX FS-606 44 3/4'x 46 7/Bn (INCLUDE IN 2ND FLR.PLAN OPTION B ONLY) I y Ru % 0 6 g gF< EXCEPTION:WOOD STRUCTURAL PANELS WITH A MINIMUM -- -- --- - ------ THICKNESS OF 7/Ib INCH AND A MAXIMUM SPAN OF B �-- D g FEET SHALL BE F_IRMITTID FOR OPENING PROTECTION IN ANDERSEN 200 SERIES NARROWLINE WINDOWS INSULATED WITH HIGH PERFORMANCE GLASS W/WHITE LINE O / ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE Tv CEILIN4 C E PRECUT TO COVER THE GLAZED OPENINGS WITH PREFINISHED INTERIOR SASH AND JAMBS, SNAP OUT.WHT.VINYL GRILLES, FULL SCREENS 4 WHITE .: 12:12 r -1 ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL HARDWARE.REEF TO VERIFY ALL R.O.AND STYLES WITH SUPPLIER. m . r - - HE PROVIDED IN ACCORDANCE WITH TABLE 5301.2.1.2.OR STORAGE AT LEAST ONE BEDROOM SHALL HAVE AL 50. E NET CLEAR OPENING-NET CLEAR OPENING SHALL BE SHALL BE DESIGNED TO RESIST THE COMPONENTS AND 20° IN WIDTH 6 24"IN HEIGHT AND SHALL HAVE A SILL HEIGHT NOT GREATER THAN 44°.VERIFY ALL I CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE ROUGH OPENINGS WITH SUPPLIER. PROVISIONS OF THE INTERNATIONAL BUILDING CODE BUT - 12.12 UTILIZING THE WIND LOADS SET FORTH IN MA BUILDING t___________________m _____ . CODE 7TH EDITIOI:CHAPTER S. E D O O R 5 G H E D U L E ----------------------------- -------------------------- TAG TYPE SIZE ROUGH OPENING NOTES 1 ST/2ND 1 • Iq'_p" 1 6 PANEL STEEL, INSULATED, 2 LITE B065 SEE SUPPLIER - FLOOR PLAN I5i_0n � - r 2 •STEEL, INSULATED,q LITE 5068 3'-2 1/2"x W-II" NOTE 11 rr 3 STEEL, INSULATED, W/ALVM.THRESHOLD 2665 2'-8 1/2'x V-11' FIRE RATED, NOTE 1 . L r SECONDFLOOR PLAN B 4 WAYNE DALTON THERM000ARD 11, INSVL, RAISED PNL. g070 SEE SUPPLIER NOTE I SCALE: I/4"= -OI 5 ANDERSEN P-RMASFIELD GLIDING PATIO DOOR. PSI61i 6'-0 3/4'x 6-11• IMPACT RES15TANT SEE PLAN FOR OPERABLE GLASS �• /. 508 SQ.FT.SECOND FLOOR PANELS NOTE 1.PROVIDE W/GARAGE OPTION G A 51.1 • t'I . I __T IIjGd� CAPE COD'S HOME BlIL1D0l /—RIDGE VENT / MAIN ROOF 24 Sdto01 Slreei 2 x 12 RIDGE 12 x 10 RAFTERS•16,O.G.W/ _--------- - ------Q PO Box 186 ' I/2°COX PLYWOOD SHEATHING ��' � West Dennis,MA 02670 15R FELT PAPER I I Y.50B.394.3090 ICE WATER SHIELD 1ST 36" I y j. I Y.5DB.760.1406 t 25 1R.ASPHALT ROOF SHINGLES O1 I - -- FORMED DIA.SONONBE PIERS 12 I �'. - I y I 48"MIN.BELOW GRO. I x B•I6"O.C. Q 5.0625 U I 2 - 12 in CEILING JOISTS i- I--- I i I OI I 12 Z. llll..._.,.�Y.,._,.�.�.1•y.�;..Ly:f,.. .��...t�...Y.�.�..1'..iv l.''.,..''�- I I I and wl I TOP PLATE AIR BAFFLES•ALL m O I - CEILING LOCATIONS " FORMED B7 RAFTERS I ... '�' i SECOND FLWR CONSTRUCTION —————— - I I L — — L — f. I L,,"INSULATION - -:• - -- I I G TOG PLYWOOD GWID t NAILED I ...-. ----- J L,——'...--- ————— ——— —— --_ -- I HALL BATH 9 I/2"ALL J015T ENGINEERED I H2.5 CLIPS O EVERY RAFTER 6 _ FLOOR JOISTS PER SUPPLIERS SPECS/DWGS. BAFFLE BLOCKS, TYPICAL I I �. STAIR DETAIL: - 7pp OF 13 RISERS O 7 7/e" } I 3 I/2°DIA.CONC.FILLED [50'x 42°z 12° SUHFLCOR 12 TREADS91/2' I Im I LALL7�COLUMN 5 CONC.FOOTING w/ BI3 I C _ ______ _ -•:. (5)=4 REBAR IN HOPPER_ - I : I NLTID OTHERWISE) EACH DIRECTION _ (TYPE) - TOP PLATE TYPICAL EXTERIOR WALL- _ I I I (TYPE UNLESS _ I FIRST FLOOR CONSTRUCTION e - SIDING—SF—IFIEp I `" NOTED OTHERWISE) i C 3/4"TOG PLYWOOD ° TYPAR HOUSE WRAP 7'-2' 6'-6° 6'-6" 6'-6° 7'-4° I - `c� GLUED O NAILED STAIR HALL KITCHEN v2•GDX PLYWOOD I I - 9 1/2°ALL JOIST ENGINEERED 2 x 4•16°O.C. (UNLESS I 1'-B" I _ m FLOOR JOISTS PER NOTED OTHERWISE) I OPTIONAL SUPPLIERS SPECS/DWGS. R-13 BATT INSUL. I GARAGE - - n R-19 INSUL. I I I I I'— -I r---I r -- r--1 I = BRICK STOOP a 4°CONCRETE SLAB(3,500 PSI) I I - �__ 'I I - f TOP OF PER REEF BULKHEAD - S 1/B MI PER I ___ -.O ____O - _ _ SUBFLOOR SPECIFICATIONS I . L--J --_J - -L�--J - 6 ________________ BEAM PKT. BEAM PKT n_ LOPED TO OVERHEAD DOOR I _ o N.P FT _ --- - ! ,m-:z9o�n :u=• :�, .:1 J . ' j •: I OPTIONAL TOP OF - 2 6 P T I I GAS F.P. FOUNDATIO4 'Cyl^ STAIR DETAIL: SILL PLATE : I -' I ; I ENCLOSURE _ I 3O°x 3 O%N 3 1/2 DIA. MN F FILLED I. ' 12 RISERS O B I/B° TYPICAL °" I ;, I :. (B).FOOTING w/ .. BEAM COLUMN.FOR I- --� T N II TREADS O 9.1/4" - I • I (3)aq REAR IN BEAM O 2ND FLOOR I - - WOOD GIRDER DAMPPROOF I. I EACH DIRECTION I r - BELOW 4jRADE II (Ty-P.UNLESS NOTED OTHERWISE) 1 i B"GONG; I I I _ 4) C UNFINISHED I v .: I - 3 I/2"DIA. FOUNDATION I I I'. I U� UNFINISHED - I I y= Z. BASEMENT LALLY COLUMN WALL I -��...I.. I •- SMOKE E BASEMENT - .a _d L I OU - �6°x B'E THICK OPOURED DET. PET. 4 CON I _ O w_ ^`-- ................ .,. .. - .. .... AY i 5 `. I CONCRETE WALL 6 x 9° I '` `v T. CONTI _". I I C SLAB TOP OF �__ '_ _ - _______K� ___.. L— — ---- JT CONTINUOUS CONCRETE FOOTING UP I I O FOOTING �I -J 16°x 9°CONE WITH KEYWAY.SEE FOUNDATION I JSIB C 4) 30°x 30°x IO° / 4°CONC.SLAB OVER : - ''^^ GONG.FOOTING J 6 MIL.POLY BARRIER t - FOOTING SITTING ON `'- WALL DETAIL PPER I CL v/ y SEE FNO.PLAN) COMPACTED SOIL J TYP-) I Y T c ( VIRGIN SOIL.BOTTOM ? — ----- --- —� L _ _______ ___ _ OF FOOTING MUST - I _ `r 4) NOT SLOPE GREATER - h a II♦♦ THAN 10% ; - --------------- —r r— r --- ——— ——— !� V BUILDING SECTION A B I I SCALE: I/4"-I'-O" s1.1 - I I PER UNDATION I I I I SPECIFICATIONS _ 2:_2. 9:_Bn 2:_2e L.� - I A - - RIDGE VENT _ 2 x 12 RIDGE _ 2 X 6•45°O.C. COLLAR TIES - MAIN ROOF - 2 x 10 RAFTERS*16"O C.W/ 1/2"COX PLYWOOD SHEATHING • qB'-0• I5-FELT PAPER _ ICE WATER SHIELD IST 36° 25 7R.ASPHALT ROOF SHINGLES 12 12 - r SI.I 2.G.C.'TO VERIFY ALL DIMENSIONS PRIOR - _ •,2 n 2 x 4•,6,D.C. n ,2 FOUNDATION P LAN 3. POURING CONCRETE . G.G.TO COORDINATE ALL DROPS IN KICKERS SCALE: I/4"=II-Oe FOUNDATION W/CIVIL PLAN 2x10016"D.C. n 0 3 CEILING JOISTS H2.5 CLIPS O EVERT RAFTER O ¢ 4¢ BAFFLE BLOCKS,TYPICAL - WALL SHEATHING SEE ALIGN TOP PLATE - SEE PLAW WOOD STUD WALL m W/MAIN HOUSE SECTION _ SEE PLAN O SHEATHING N U U t - �SSEEOPLAN/SECTION _ p 0 . N _ TYPICAL EXTERIOR WALL RIM HOARD A LVL HDR.PER - SIDING AS SPECIFIED Y S TTPAR HOUSE WRAP SUPPLIERS SPECS/ I/2"COX PLYWOOD N o c DRAWINGS 5/B°TYPE X GYP.BD. 2-a5 CONT- - 2 x 4•I6°O.G.(UNLESS ..ON ALL COMMON HOUSE NOTED OTHERWISE) ENGINEERED JOIST 2-tIB CONY. WALLS AND CEILING SEE PLAN FOR SIZE ' R-15 BATT INSUL. AND SPACING GARAGE 5°WALL W[5 V2" 2x P.T.CONT. - - LEDGE DOWN 1 11 ? PLATE JJQ FOR COMPOSITE > 4"CONCRETE SLAB(3,500 PSI) 3 DECKING SILL SLOPED TO OVERHEAD DOOR 5/B" I/B"MIN.PER FT. ,•,f ANCHOR BOLT •, • -0 O.C. _4' ° Fr n . .. •...... , �� 4"CONCRETE 4""CONCRETE EXTERIOR 5LAB SLAB 0 _ DAMPPROOF BELOW GRADE - 'v mQ B"LONG.FOUNDATION WALL 2- CONT. 2-9 CONT. END.PLAN V P} BLDG.SECTION CONTINUOUS KEYWAY 3-=4 CONT. - 3--4 CONY. I6"x 9"CONC.FOOTING SITTING ON VIRGIN SOIL.BOTTOM OF FOOTING r1 ,4" 4° •B° 4° MUST NOT SLOPE GREATER THAN ID% 3"CL.TYP. 3"CL.TTP. BUILDING SECTION B 4° SCALE: I/4"=I I-011 FOUNDATION NALL DETAIL BULKHEAD WALL DETAIL S1 . 1 SCALE: 3/4"4-0" SCALE: 5/41I=V-0" ROOF SHEATHING SEE PLAN 1 _ _ I 2 x 6 EXTERIOR NON 12 TOP PLATE ------- LOADBEARING STUD WALL. 0 ii fff— MAX HEIGHT IS'-5- BLOCKING AND 0i 2-ROwS BD BEE PLAN I 6 F�rr R HR C G ------ - CTI T- TOP OF NAILS.6"D.G. CONNECTIONS ALL HE C"PE CODS IiOME gUOD SUHFLOOR PROVIDED AT PANEL EDGES --- ROOF RAFTER 1 PERPENDICULAR TO FLOOR 24 S h0ol Sin!el _ __ CONT.2x... SEE PLAN FRAMING MEMBERS IN THE PO Box 166 v TOP PLAT_ BLOCKING O O JOIST SPACES AND SHALL wBr DBB b.MA 026�0 OO�O FIRST TWO TRUSS OR . ,If BED ROOM I _ 9E SPACED AT A MAXIMUM t600.394.3090 O�OO KD -- - HED ROOM 2 M.SM.760.1406 2-2x..PLATE OF 4 FEET ON CENTER. OOOO n TOP OF waw3 NAIL REQUIREMENTS ARE © SUHFLOOR ❑ OPTIONAL r , ii iii GIVEN IN TABLE 2 HURRICANE ANOFbRS GARAGE sTOR. + TYP.AT EACH RAFTER SEE AR4.DKGS. I N I I I I 1 I I I I KALE SHEATHING woDO stun WALL SEE PLAN BEE PLAN FOOTING a FRONT ELEVATION RIGHT ELEVATION SCALE: I/5"=I'-0" SCALE: I/811=11-0" `;k TYPICAL ROOF RAFTER ------------- -------------- - CONNECTION DETAIL SECOND FLOOR PLAN HALL SHEATHING -WOOD STUD WALL SEE PLAN SEE PLAN SCALE: I/Sn=II_QII - 0TOP PLATE - © - r FLOOR SHEATHING I SEE PLAN � T F OP O - ' _ SUHFLfJOR TOP PLATE a RIM BOARD FLOOR JOIST T _ O SIZE a SPACING _ SEE PLAN FOR V " I • SOUHFLOOR 1 I, 1 _ - • BUNDECK Q' Y• M _---_- ___- _---_ _ _ 2x SOLID " V cc --- -��:, BLOCKING AT `J T.O.C. I / 4'-O"O.G. - 3.6 FLOOR BRACING N 1 1 1 I I I I I 1 •° 1 I 1 I :.' :.:` 2x P.T.CONT. BLOCKING AND Q 11 - 11 PLATE CONNECTIONS SHALL BE ,a I,f LI 1 t____-_--J j. Lt I ------- -------J I �'`:::':., _ __ PROVIDED AT PANEL EDGES I I I I --------------- I ANCHOR BOLT W/NU7{PLATE PERPENDICULAR TO FLOOR N = WASHER BEE FOUNDATION PLAN OD KITCHEN DINING ROOM FRAMING MEMBERS IN THE d " Cr-------------—T-—Z� TOP OF --- ----------------�-� FOR SPACING. 11 FIRST TWO TRUS5 OR REAR ELEVATION FOOTING I JOIST SPACES AND SHALL .� 9E SPACED AT A MAXIMUMi� LEFT ELEVATION OF 4 FEET ON CENTER. 0 TYPICAL FLOOR BLOCKING REQUIREMENTS -- - NAIL RMUIREMENTS ARE d 0 SCALE: 1/8"=11-01I SCALE: I/811=11-0IL - -' GIVEN IN TABLE 2 U) JOIST PARALLEL TO FOUNDATION HALLS GP''�'FE ��' _ 0 .0 . .- I.--I '=^ (CALCULATED WO A� ' LOADHEARING STUD WALL 0 VI FULL HEIGHT SHEATHING REQUIREMENTS OPTIONAL GARAGE) MAX HEIGHT IBM-5" V d ASPECT RATIO.1.50 LOCATION PROVIDED REQUIRED NAILING PATTERN ZDEN/ LIVING ROOM _ I 2ND FLOOR PLAN T(APPLICABLE IN OPTION H a U B ROOM ID ° r MOO R OOR WALLS 63.5% '4TS 6 O.G.EDGE 12'O.G.FIELD LENGTH SECOND FLOOR WALLS 64% 25% 6"O.C.EDGE 12'O.C.FIELD FIRST FLOOR WALLS E5.4% B2S 6°O.G.EDGE ° I 12°O.C.FIELD WIDTH .. ' :. _• 4.., t. - �: .. - , , . SECOND FLOOR HALLS IG>7S 46F 6'O.C.EDGE FIRST FLOOR PLAN .. � '.. 12"O.C.FIELD SCALE: I/8"=11-oil - 1 O GUIDE TO WOOD CON6TRUCTION IN HIGH KIND A. TABLE 5801.2.L2 110'MPH E%PJSUR£B WIND ZONE HINDBORNE DEBRIS PROTECTION.FASTENING , TABLE 2. GENERAL NAILING w+EOULE SCHEDULE FOR WOOD STRUCTURAL PANELS GENERAL NAILING—EDUl2 110 MPH WIND EXPOSURE " - JOINT DSCRIFTICN NUMBER OF NUMBER OF NAIL sPA0IN4 FASTENER SPACING COPION RA,_ Box NAI— FASTENER 4 FOOT 6 FOOT ROOF FRAMING - TYPE PANEL SPAN 4 Fool< < PANEL SPAN < PANEL SPAN - ` O-"-"-"II---------0 < < BLOCKING TO RAFTER TOE-NAILED) 2-Bd 2-IOd EACH 4 FOOT, 8 FOOT N. 2-16d EACH END WD - RIM HOARD TO RAFTER HID-NAIL�.D) . 2-1/2"a6 16" 12° ZU WALL FRAMIN4 WORD SCRBNS TOP PLATES AT INTERSECTIONS FACE-NAILED) 4-16d B-16d AT JD NTS 2-I/2"3B - y STUD TO STUD FACE-NAILED 2-16d 2-16d 24°D.C. WOOD SCREWS I6" I6" 12" I I w 2 " O HE4DHR TO HEADER FACE-NAILED 16d Ibd 16'O.C.'ALONG EDGES T__ __________ ___ _ -__ ______ _______________ O FLOOR—IN% °. THIS TABLE IS BASED ON 130 mph WIND SPEEDS AND A 33-FCOT MEAN p O O JOIST TO 51 TOP PLATE OR GIRDER(TOE-NAILED) 4-Bd 4-IOd PER J T ROOF HEIGHT. N BLOCICIN4 TD JOIST TOE-NAILED) 2-Bd 2-IOd EACH END b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD BLOCKING TO SILL OR TOP PLATE NAILED -16d OE- 3 4-1. UW BLOCK - STRUCTURAL PANEL. GIRDER NA BABD'IENT w LEDGER STRIP TO BEAM OR DER(FACE-NAILED) 3-16d 4-16d EACHEACH - JOIST WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCOS h JOIST ON—DGER TO BEAM TOE-NAILED 3-Bd 3-IM PER JOIST THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS N1dD JOIST TO JOIST END-NAILED 3-16d 4-Ibd PER JOIST HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 4W POUNDS. _ I OPTIONAL BAND JOIST TO BILL OR TOP PLATE TOE-NALEO) 2-16d 3-16d PER FOOT GARAGE ROOF SHEATHING _-j V m WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16'O.G. - Bd IN 6°EDGE/6'FIELD - FOUNDATION ANCHORAGE: _ RAFTERS OR TRUSSES SPACED OVER I6"O.G. Bd IDd 4"EDGE/4'FIELD 5/B"DIAMETER(MIN)STEEL AN GAB—ENOWALL RAKE OR RAKE TRUSS WO GABLE OVE(iH NG ed IN 6'EDGE/6'FIELD • BOLTS W/NUTS{3'x 3"%I/4" II_ GAB—FNDIVAll RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKER9 ed IN 6"EDGE/6-FIELD PLATE WASHERS SPACED A MAXIMUM Ij�JI GABLE ENDwALL RAKE OR RAKE TRUES W LOMOUT BLDMJC.S ed IOd 4'EDGE/4"FIELD OF 45'(INWEB)ON CENTER THERE SHALL BE A MINIMUM OF 2 BOLTS CEILING SHEATHING L__-- 1 PER PLATE SECTION WITH BOLTS _________ ___„1 -Al ' LOCATED WITHIN 6'-12'FROM EACH _______ _ _________________- GYPSUM WALLBOARD 6d COOLERS T EDGE/10'FIELD END OF THE PLATE SECTION. ---------�-- WALL SHEATHING MINIMUM BOLTS 7751NG1s INTTOOEMABAONR7 COMPLIANCE WOOD STRUCTURAL PANELS - OR CONCRETE. 2'-2" V-Z I6'-O" 16'-O" STUDS SPACED UP TO 24'O.C. Bd IN 6'EDGE/12"FIELD ' In-AND 23/32'FIBERBOARD PANELS Bd 3"EDGE/6'FIELD I'-6 I/2" V2"GTPSUM WALLBOARD 6d COOLERS T'EDGE/Iw FIELD .. . FLOOR SHEATHING WOOD STRUCTL L PANELS - ANCHOR BOLT PLAN .. I°OR LZSB Bd IN 6'EDGE/TVFIELD - _ SCALE: 1/BB=II-O" GREATER THAN 1' IOd Ibd- 6"EDGE,6'FIELD S2. 1 31 . 1 1 CaRRD0N RESISTANT II GAGE ING NAILS AND 16 GAGE STAPLES ARE PERM �� ClECK ITT �CH BC FOR ADDITIONAL REOJIREMENTB NAI—. UNLESS OTHLFYlISE STATEDr Sn GIVEN FOR RAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EDUAL OR GREATER L.WGTII TO THE SPECIFIED COMMON NAILS MAY BE s—TIMED UNL£b5 OTHERWISE PROHIBITED. ' OWNER OF RECORD I CERTIFY THAT THE EXISTING FOUNDATION' Everett W. Boy, Jr. , `SHOWN HEREON 15 LOCATED AS IT- Deed Book 24430, Pa e 289 9 ' ' .EXISTS ON THE GROUND. Plan Book 298, PacJe 76 I[7 ' r DATE ` ��✓*� (Z- Assessors' Map 190, Parcel 222 ? OF CB FND ., MIN J, ' ^. o ®'REILLY C 'NO. BENCHMARK: �• c� 4-733 ' To of Concrete Bound ELp4G.1.± (Assumed datum) Q 0o y10 M s /V\ o _ - r CO 4 N FND 12CB LOT ' LUI1J . , •.� Area=24,557T5F 010 ' � . •• , ' ok - NON - • ` r' � / / .\off � r !e ., . . . • r 2y 3 4R- p } •" a , _ a r ° ..-. FS i� i 4 r Y e t r `. ..'` . r -. . x. ^ •'" + R�s ..k a r•. ! .. '.r '• ..}' - • A5-BUILT PLOT PLAN SHOWING AOUNDATION 13s O �� 125 pp . O , 1 171 SHOOTFLYING HILL ROAD, BARN5TABLE0 MA,' PREPARED FOR a .. O u_ U r REEF - CAPE COD'S I�1OME BUILDER. k Y 125.00' `cv O SCALE 1 "=30 MAY 17, 2010 v r * v G:\AAJ0b5\Reef\G298 (1 1 71)Shootflyng HIII R6ad\dwg\G298,a5bu11t.dwg Drawn by: fcc JMO-G298 J.M. O'RETLLY & ASSOCIATES, INC. 73 Main Street, P:O Box 1773 Professional Engineering & Surveying.Services Brewster,,-MA 02631 (508)896-6601 . i del a imp VORAL r 1 Old OP Oct lip 14 yi'�c.a� f �'�l.r ram" +'�'Y�� Tw �y • '� Arco k #�• # 'e t rr '` s �,,{ may,3V 4r -rip IMP bw 4 ,,• ya + x[ ` Y#pwr - _ — tl 4i �a ;, �4 ry r, y s 44 y*j4rJ ' + �,7�y� y ea.' .. w��,rA' ++ M'4'n ,X�R ��!dnF- .4 ,f•"e� r IN ^ 9-V .1%►-?zige jW c � ��'-h�`=�'' "'.�:G�''�.P.4^�,�!? ,a,• �-#� �� '+` "$,` ,tip �� } ��aii•f+�+"��''� `'- .�. A97OW ri. Alm {/ t •+ ,. ,a.,+� "* O'er •.rr ,C,:4 (Aq!.o�ore� j+ , ' , '�'� ��"F .�. ,�...} A--q 4l - }+ + + ' s GENERAL NOTES : 501L TEST LOGS : ... . Centerville, SYSTEM DESIGN CALCULATIONS: MA TEST HOLE 1 : EL=42.8± A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC 5YSTEIv4 DEPTH FROM SOIL SOIL' SOIL SOIL OTHER SEWAGE DESIGN FLOW: UNLESS H-20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE COLOR MOTTLING 3 BEDROOM DWELLING @ I 10 GPD = 330 GPD _ B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN (INCHES) (USDA) (MUNSELL) LEACHING CAPACITY REQUIRED: LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL_BE APPROVED IN WRITING. 0-10 A Loamy Sand I OYR 3/2 NONE 3 BEDROOMS (MAX:) @ 110 GPD = 330 GPD REQUIRED 10-19 B Loamy Sand I CYR 6/8 NONE o C.)CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SEPTIC TANK CAPACITY REQUIRED: �&19-5G C I Loam Sand I OYR GIG NONE Perc 47" " o UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 2 56-120 C Medium to Coarse Sand 10YR 8/6 I NONE DAILY FLOW= 330 GPD @ 200% = 660 GAL. REQUIRED Gage (0 CON. TRU CTI O N NOTES : SEPTIC TANK CAPACITY PROVIDED: TEST HOLE 2: EL=42.9± 1500 GALLON SEPTIC TANK(MIN. ALLOWED) �n LOCUS DEPTH FROM SOIL SOIL SOIL SOIL OTHER LEACHING CAPACITY PROVIDED: S� SURFACE HORIZON TEXTURE COLOR MOTTLING ONE(1) 25.0'X 1 2.83'X 2.0' LEACHING CHAMBER CAN LEACH: 9� 1.)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, (INCHES) (USDA) (MUNSELL) Vt=[(25.0 X 12.83) + (25.0 X 2.0)2 + (12.53 X 2:0)21 X 0.74 GPD/SF=349.33 GPD Great Marsh TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 0-6 A Loam Sand I CYR 3/2 NONE 349 GPD>330 GPD REQUIRED 2.)SEPTIC TANK(S), GREASE TRAP(S), DOSING CHAMBER G-22 B Loam Sand I OYR G/8 NONE NOTE:AND DISTRIBUTION NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. <9 I� BOXES)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY 22-4G C I Loamy Sand I CYR,6/6 NONE INSTALL: COMPACTED, OR ON A G INCH CRUSHED STONE BASE. 46-120 C2 Medium to Coarse Sand I OYR 8/6 NONE ONE(I)- 1500 GALLON SEPTIC TANK 3.)SEPTIC TANK(S) SHALL MEET ASTM STANDARD C 1 1 27-93 AND SHALL HAVE TEST HOLE 3: EL=43.9± ONE (1)- 3 OUTLET DISTRIBUTION BOX(H-20 Rated) AT LEAST THREE 20"DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- TWO (2)- 500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALL AROUND DEPTH FROM SOIL SOIL SOIL SOIL OTHER CO TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48": SURFACE HORIZON TEXTURE COLOR MOTTLING 6� (INCHES) (USDA) (MUNSEL_) (v NOT TO SCALE 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" 0-6 A Loamy Sand I OYR 3/2 NONE 'z ` O ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE 6-19 B Loamy Sand I CYR 618 NONE CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 1 9-35 Cl Loam Sand I OYR GIG NONE rn PLAN BOOK 298 PAGE 7G 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST 35-1 20 C2 Medium to Coarse Sand I CYR,8 G I NONE I M DEED BOOK 7373 PAGE 175 CONCRETE WATERTIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"OF TEST HOLE 4: EL=43.8-�- BENCHMARK: ZONIN, CLASSIFICATION ASSESSORS' MAP 190 PARCEL 222. - FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. Top of Concrete Bound DEPTH FROM SOIL SOIL SOIL SOIL OTHER EL=4G.I± (Assumed datum) ZONE RC G.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL SURFACE HORIZON TEXTURE COLOR MOTTLING MINIMUM AREA 43,5G0 SF BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. (INCHES) (USDA) (MUNSELI_) LEG E \J I D 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED)SHALL BE 0-9 A Loam Sand I OYR 3/2 NONE MINIMUM FRONTAGE 20 FEET I 4"DIAMETER SCHEDULE 40 PVC LAID AT 0.005 PT/FT. LINE SHALL BE CAPPED 9-24 B Loamy Sand I CYR 6/8 NONE t MINIMUM LOT WIDTH 100 FEET 40 EXISTING CONTOUR 24-4G C I Loam Sand I CYR 6/6 NONE FRONT YARD 5[_7BACK 20 FEET AT END OR AS NOTED.` - 32 PROPOSED CONTOUR 4G-1 20 C2 Medium to Coarse Sand I OYR 8/6 NONE x46.s EXISTING SPOT GRADE 8.)OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST SIDE AND REAR YARD SETBACK 10 FEET 2'BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION DATE OF TESTING: 01120110 �2 (o PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C"LAYERS. 41`9 p� on' MAXIMUM BUILDING HEIGHT 30 FEET 45x3 PROPOSED SPOT GRADE BOX TO ASSURE EVEN DISTRIBUTION. ?� '" WITNESSED BY: KEITH E. FERNANDES, ELT, J.M. O'REILLY ASSOCIATES, INC. -' x 46'6CB FND MAXIMUM BUILDING COVERAGE N/A W WATER SERVICE LINE 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED BELOW DAVID W. STANTON, AGENT, BARNSTABLE HEALTH DEPARTMENT �O '� - ( -O- OVERHEAD UTILITY SERVICE THE OUTLET INVERT. NO WATER ENCOUNTERED ZONE RD- O.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL AB MINIMUM AREA 43,5GO 5F SORPTION SYSTEM. / - z 46,6 -u- UNDERGROUND UTILITY SERVICE 6 �> ,.�' �/ 1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE \ . " 3 C x 38,3 / f ` MINIMUM FRONTAGE 20 FEET rP GAS SERVICE LINE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE - `s j �1 TEST HOLE/ BORING LOCATION SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" Top of Slope MINIMUM LOT WIDTH 125 FEET Xy3s,� -\��"4� '' 00` I 6� FRONT YARD SETBACK 30 FEET 5T SEPTIC TANK LAYER OF 1/8"TO 1/2"DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. x.46.2 PROPOSED RESERVE AREA DB DISTRIBUTION BOX l I.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; �"� .% `�\ - �� SIDE AND REAR YARD SETBACK I O FEET 25.0'x 12.83'x 2.0' Ci3-F D cp sas SOIL ABSORPTION SYSTEM WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAe5, ! / MAXIMUM BUILDING HEIGHT 30 FEET LOT 1 2 U'U Reserve RESERVED FOR FUTURE TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. x 34.0 �_ - + �� MAXIMUM BUILDING COVERAGE N/A 12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF 36 �x 44.6 Area 24;557 SF- , W I LLl UTILITY POLE CLEAN MEDIUM SAND(EXCLUDING TOPSOIL). PROPOSED COVERAGE zlz 38 " aa,o `. !Y OHO ® CATCH BASIN 1 3.) FINISH GRADE SHALL BE A MAXIMUM OF 30OVER THE TOP OF ALL SYSTEM D-Box q0r_ - -x 46,0 N N LOT AREA 24,557 SF+ "Cr FIRE HYDRANT COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER 42, 43.6 \ J QQ WELL AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER x 45.5 i OF 911 „�',��"� N i 462 PROPOSED DWELLING 1 ,220 SF± ® DRAINAGE MANHOLE ��D \ o PROPOSED SUN DECK 122 SF± ® CONCRETE BOUND, FOUND 14.) FROM THE DATE OF INSTALLATION Of THE SOIL ABSORPTION SYSTEM UNTIL \ \\ \k G n O i A CU THE PERIMETER T j- � -'O; no -i � ,p:'�& t: "'� "ai,.e F+S, � `�'��`Lac "n �•�' "' - l RCC�IPT OF A CEr.TIEICATE GF Cvl`�iP1LiAIv�,C, i i i� i �RIiv1Ei ER Gi TtiE.ivi�nuSOP.r- � ° �k�� '•s-i � -� - t�i \ � ,. TOi' Oi iiANi\ TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH x 43.E \rn-3 \ x 46x3 TOTAL I ,342 SF'+ LIMIT OF WORK AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. - 45.0 f , x 44.5 x FENCE 5.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION _' m m x 42.9 Vy; Building5 1 ,342 CO 3 = . .. x I00= x 100=5.5% EDGE OF CLEARING m " BY AN AGENT OF THE BOARD OF HEALTH{OR THE DESIGNER IF THIS SYSTEM RE- QUIRES Lot Area 24,557 A VARIANCE)AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING gj - �` 4 ' � x - O 46x3� Q40 F:3 ,x 46.0 THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THEMw 3 \�1G. ,;\O�t� : 148.5 ± f . '- �wow V O x 43.6 ` koj. m �,__ O PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. _ - Stone: a - ,: Q ENV , x �-7°a." �,r .>" x 42.2 *' dQ �x 3 x r G.)ZONING COMPLIANCE TO BE CONFIRMED BY OWNER, BUILDER, # BUILDING INSPECTOR DUE TO ZONING CHANGE WITHIN SUBJECT LOT. x 4' 8.5' 8.5' \ w. 43.9 ` Approximate e Note A pr mate Zon ng Line(S e N #16) 17.) DRIVEWAY: DRIVEWAY SURFACE TO BE APPROVED BY OWNER/BUILDER. \ " DB r\ 18.)WATE R SERVICE TO BE CONFIRMED WITH BARNSTABLE WATER DEPARTMENT \p x 47.3 FOR SIZE AND LOCATION PRIOR TO LOT PURCHASE. I' CD `, \ $ PROPOSED 2"WATER.SERVICE(SEE NQTE#18) Utility ole#183-3 25' x 42.s` \ PROPOSED GAS AND ELECTRIC SERVICE'S SEE NOTE#19 O 19.) UTILITY SERVICES: LOCATION AND SIZING TO BE CONFIRMED BY SERVICE ( ) PROVIDER. �9.8 , LAN VIEW x 18 L� \� s 20.)OWNER/BUILDER TO REVIEW TOP OF FOUNDATION ELEVATION AND GRADING PROPOSED DRIVEWA( I O WIDE (SEE NOTE#1 7) _:__J PRIOR TO CONSTRUCTION. _ f \ \ SCALE I - I O f �. /x .1 � � -�,4s,o 49s J �( c x 47,6 - X\ - 46 - _ 1 /3 x 48.3 x 40.3 I w w--_w __W�....... x 49, x 39,9 a w- -r w_` N INSPECTION NOTE: ``� a a , w---w- w m x 42.5 �E x,4 a w __w-_ M T X 41.0 x 4 .6 �� -° _- DL .�•►""... r 49.5 J V PRIOR TO FINP\L:INSPECTION BY THE ENGINEER, SYSTEM ' FLOW PI�Of=ILE: _ _ _ NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. ° •x NOT TO SCALE - co 125.00' - -.- 0 24" DIAMETER CONCRETE COVERS O X 47.5 RAISED TO WITHIN G"OF FINISH x 48.7 x z �; TOP OF FOUNDATION PROPOSED 4"PVC INSPECTION PORT, PLAN 487 GRADE (OR AS NOTED) 49.6 • •,,. EL=47.0± x 48.8 .(SEE NOTE#5)' USE PERFORATTED PIPE(IN SAS STONE) X 48.9 f1 • - AND SCREW ON CAP WITHIN 3"OF V J E x 48.9 s Proposed EL=45.9± (45.G in.) -Pro osed EL=44.2± Proposed -L=44.0± FINISH GRADE. SCALE 1 "=30' x 49 Tr115 AREA IS SERVED REVISED: I/2G/I O, Modified SAS elevations: g... BY TOWN WATER i 30" Proposed Beef, Cape, Cods home budder 44.9± : Max) (9" Min-30 c 41 .5 Wf c/o Jim Hagerty, Reef Builders, P.O. Box 186, West Denrns NIA, 02670 e.., •. -k- � + �-- 2"LAYER OF 1l8"- I/2 STONE-' • � h;" � � �, �-"`^�. �S' ". 44.00 43.75 101 / 1/2" THE LAYOUT AND DIMENSIONS OF THE SITE ..SEWAGE DISPOSAL SYSTEM DESIGN 4' F 43.50 40.75 f 3/4' I- STONE G 3 41 .22 4 1.05 /, /;f ; (aa w PROPOSED DWELLING HAS BEEN TAKEN I 171 Shootflying NIII Road Centerville, MA 4-0i,/ J'i•r �' aLLfELLY .. T T 2' DROP ' : a Cl` ;L TAKEN FROM THE PLAN DATED 03/02/09, A 1�9� ,, f?t PREPARED BY: GAS BAFFLE 38.75 J.M. OTEILLY & ASSOCIATES, INC. REEF, CAPE COD'S HOME BUILDER USE TWO(2)SHOREY PRECAST Professional Engineering & Land Surveying Services 4.95'± .. g g Yl g :. .• .:., ... .. : . 500 GALLON LEACH CHAMBERS A/> � .�1iL '�°` `' Longest Run WITH 4'OF STONE AROUND , 1 2' 1 500 GALLON 44 1 5 (END VIEW) 0 30 GO 90 1573 Main Street - Route BA SEPTIC TANK DB-3 LEACt11NG CHAMBER EL=33.8±TO BOTTOM OF TEST HOLE#4 P.O. Bog 1773 D-BOX (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax 25.0'x 12.83'x 2.0' SCALE 1"=30' DATE: jjA5: BY: CHECK: JOB NUMBER: H-20 G:\AAJob5\Reef\G298(I 17 1)Shootflying Hill Road\dwcg\G298.SDS.dwg 1/25/1 0 Noted MTF/g/f JMO JMO-G298