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Home My WebLink About0205 LITTLE RIVER ROAD �o� aC�Tl�t— �,��- �� _ �— �� s Town of Barnstable Building �- --" A �axs� enele 'Wh Post This Card So That it is Visible From the:Street=Approved Plans_Must be Retained on lob and this Card Must be_Kept M^� Posted.Until Finahlnspection Has Been;Made.� � erm� - ,•, ere a,Cei tificate of Occupancy is Required,_such Building shalhNot be Occupied until a Final InspectiAmhas been made. Permit No. B-19-2923 Applicant Name: MATTHEW G YORK Approvals Date Issued: 09/20/2019 Current Use: Structure Permit Type: Building-Deck Expiration Date: 03/20/2020 Foundation: Location: 218 LITTLE RIVER.ROAD,COTUIT Map/Lot: 054-006-004 Zoning District: RF Sheathing: Owner on Record: JONES, PHILIP B& PROVENZANO, Contractor Na e•�MATTHEW G YORK Framing: 1 Address 218 LITTLE RIVER ROAD Contractor License. CS=097162 2 COTUIT, MA 02635 Est. Project Cost: $ 15,000.00 Chimney: Description: REBUILD EXISTING REAR DECK(15'X25') NEWIFRAM'ING, FOOTINGS Permit Fee: $ 110.00 (NO RAILING AS PER CODE) NO CHANGE IN FOOTPRINT,SIZE ! f - Insulation: LOCATION ' Fee Paid:` $ 110.00 g D'ate � 9/20/2019 Final: Project Review Req: Plumbing/Gas � Rough Plumbing: . Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within s x months after,issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures,shaff b6 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 acid shall be maintained open for publicr inspectionr for the entire duration of the Final Gas: work until the completion of the same. _ F Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire officials a-e provided on this;permit. r Service: Minimum of Five Call Inspections Required for All Construction Work: - 1.Foundation or Footing Rough: 2.Sheathing Inspection g 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.Prior to 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 � /lam Final. All Permit Cards are the.property of the APPLICANT-ISSUED RECIPIENT \ � SHE �p �l�o✓ Application Number.....�2 r... .J'`.................. 9 BARNM TABLE, O Permit Fee.......................................Other Fee........................ 16gq At D� �, �A� FD MA ZOJ B,9 9 Total Fee Paid............................................................... ...... TOWN OF BARNSTABL110�F Permit Approval by.... .... . .....................N......q.N�Ata.... BUILDING PERMIT L,) , q I ® p 6 /p © ef Map........................................Parcel............................................. APPLICATION Section 1 - Owner's Information and Project Location Project Address � / `f .9',✓�� '-O cl Village CO L) Owners Name7b; 1 I Owners Legal Address City C 4`-'t y i-1' State d �I - Zip 624 3 Owners Cell E-mail Section 2 - Use of Structure Use Group V"b >y( m ❑ Commercial Structure over 35,000 cubic feet I Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 - Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ inish Basement ElFamily/Amnesty ~'❑ Fire Alarm ✓i au e, Rebuild Deck �,�✓ y;,r,,,I Apartment F I Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description VeBl1,L D t'Yl`s•Tt14 r<C-a✓ Last updated:4/28/2019 Application Number............... ....................... Section 9 — Construction Supervisor Name �4 �6� °�/6 / Telephone Number o v �� Address 6or '7 4 City -'- f 4"`)`c* State 9,4 Zip 2 3 License Number C S 6 5 7 /0-License Type v Expiration Date °%r/zaZo Contractors Email /vd4 bUj/d,/Ny e, G /UiL .r aof Cell # 1-1y LD0 )'qj5 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_bv 190 CMR and the Town of Barnstable. Attach a copy of your license. �� - - Date �� - , Signature U /1 r� k Section 10 — Home Improvement Contractor Name H A Af ltttV 7a v/G Telephone Number 1?`1 2 0 0 ��f Address F0 60¢ f zG City ft' A)PW/.I H State M4 Zip 0 x�-3 7 Registration Number �Z 6 yt Expiration Date ° Y Viz/ /L/ . 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 by 780 CMR and the Town of Barnstable. Attach a copy of your H.I.C... Signature_ -- - - Date �- o/ off. 0 � 7 - Section 11 — .Home Owners License Exemption Home Owners Name: Telephone Number _Cell or Work Number I understand my responsibilities and the les and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Buildin ode. I understand the construction inspection procedures,specific inspections and documentation required by 780 C a d the Town of Barnstable. Signature ' Date APPLICANT SIGNATURE Signature Date ®.P/3 0l2 6 > F Print Name 114/4 Telephone Number E-mail permit to: Last updated:4/28/2019 Application Number.................................................... Section 5 — Detail Cost of Proposed Construction , °°° °} Square Footage of Project s Age of Structure , �° Dig Safe Number 4)1A # Of Bedrooms Existing 3 Total #Of Bedrooms (proposed) 0 I10 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design IJ14 Section 6 — Project Specifics Wiring Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing l / as ❑ Fire Suppression ❑ Heating System /El Masonry Chimney ❑ Add/relocate bedroom Water Supply E► Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District Hyannis Historic District Old Kings Highway �1J t.erJ 6-tad�c�r/iI W,1,,r'� Debris Disposal Facility: I am using a crane ❑ Yes No Section 7 — Flood Zone Flood Zone Designation A)! Within or adjacent to a wetland, coastal bank? Yes ❑ No 0 Section 8 - Zoning Information Zoning District R Proposed Use-Siiu,!c GA;u i e# Lot Area Sq. Ft. �G� w U .. �� d r'�Crl'/i•�f Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed L) Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes I No IL Last updated:4/28/2019 1 i Section 12=Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ i Historic District ❑ Site Plan Review(if required) ❑ Fire Department Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13 -Owner's Authorization is L J as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by thin building permit application for: a, ! i- 4�17'-`-e- v-ez- fie) (Address of job) 0� LI-1 S ature o wner date '11'14 -Jo W4/ Print.Name S Last updated: 11/15/2018 r ai Application Number........................................... Section 9- Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email 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 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip. -" Registration Number 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 by 780 CMR and the 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 Signature Date Print Name Telephone Number E-mail permit to: Last uvdated: 11/15/2018 J�ea�aec�� Office of Consumer Affairs and Business Regulation 1000 Washington Street-Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: Individual - -' Registration: 162640 MATTHEW YORK = _- Expiration: 04/02/2021 P.O.BOX 826 E.SANDWICH,MA 02537 e . Update Address and Return Card. SCA 1 ES 20M-05/17 c=' Office of Consumer Affairs 8 Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Individual before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation _162640 `T 04/02/2021 1000 Washington Street -Suite 710 MATTHEW YORK-'r , Boston,MA 02118 MATTHEW YORK :! ✓` 29 CRESTVIEW DR E.SANOWICH,MA 02537 /Not Valid wit U g e Undersecretary l Commonwealth of Massachusetts ®} Division of Professional Licensure / Board of Building Regulations and Standards Construction n`§Upervisor CS-097162 { A,, E*Pires 10105/2020 MATTHEW G-YORK- � M P.O.BOX 826� 1� a. .. �. EAST SANDWICy % 02537 y 7— - -44 Commissioner CIL �' The Commoitweaftth of Massackusefft Department o,flndush-W Accid mb Ofce ofImvestdgadons IV 600 Washington Street Boston,AM 02111 www mass gouldia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Led'bllr Name(Bus nessiorganizatiori tn"duai): Matthew York York Contrucfion Inc Address: PO Box 826 City/State/ : East Sandwich MA Phone#: 774-200-1889 Are you an employer.Check the appropriate bog: Type of project(required): 1. ✓ I an a employer with 4 4. 1 an a general contractor and I employees(full and/or part-time)-* have hired the sub-contractors =Remod�e n 2. I am a sole proprietor or partner- listed on the attached sheet. Vship and have no employees Thy have workingfor me in an employees and have workers' Y capacity. 9. Binding:addition . . [No workers'comp.insurance comp.insurance. require&) 5. We are a corporation and its 10. Electrical repairs or additions 3. 1 an a homeowner doing all work officer have exercised their 11: Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12_ Roof repairs i ce required-]t c. 152,§1(4),.and we have no _..- employees.[No workers' 13. ✓Other comp.insurance required_] *Any applicant that emirs boa 1#1 must also fill out the smdon below showing their a odds'compensation policy information t Homeowners who submathn affidavit indicating they are doing aIl work and theB hire outside contractors must submit a new aff dasit indicating such. tContractors$rat check this box must attached an additional sheet showing the name of the sub-contaetors and state whether or n_otthose entities have employees. tf the have employees,they must provide their worlds'comp.policy number. I am era employer thatis providing workers'corponsation insurance fo nW eMloyees. Below is the policy and job site informatiom ,. -- ,,�.e.1 Insurance Company Name:-- -- ---- -- -- Policy#or Self-ins.Lic.# W C`O g'd 4'l Expiration Date: f ./� r Job Site Address: City/State/zip.,�1�� (� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date):. Failtae to secure coverage as requn-ed under Section 25A of MGL c.152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year finprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Off de,of Investigations of the DIA for insurance coverage verification. I do hereby cen*tinderthe pains rand penaMes of perjury Mat the nfarwzafion provul€'<I'above islrse and cornea Signature: Date:. Phone_# 774-200-1889 Of dal use only. Do not write in this area,to be cotar&ed byefty or town o,j}daL City or Tdwn: Permiducense# Issuing Author(circle one): L Board of Her 2.Building Department 3.Cityffmn Clerk 4.Electrical Inspector 5 Plumbing Inspector b.Omer t CEiataet Person: Phone#: a MATTYOR-01 PTOME ACORO° DATE(MM/DDIYYYI� CERTIFICATE OF LIABILITY INSURANCE 4/24/2019 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). CONTACT PRODUCER NAME: Rogers 8 Gray Insurance Agency,Inc. PHONE I FAX 434 Rte 134 (A/C,No,E#):(800)553-1801 (A/C,No:(877)816-2156 South Dennis,MA 02660 AooREss:mail@rogersgray.com INSURERS AFFORDING COVERAGE I NAICC# INSURER A;Selective Insurance Company of America I12572 INSURED INSURER B:Selective Insurance Company of the Southeast 139926 Matt York Construction Inc INSURER C: 29 Crestview Drive I INSURER D: I East Sandwich,MA 02537 I INSURER E INSURER F: I 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. ILTRR I TYPE OF INSURANCE IAIN6p Syy Bp POLICY NUMBER ) 11 M pD MF (..O MCM LIMITS A ( X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 5 1,000,000 �I CLAIMS-MADE I X I OCCUR S2380507 2/1/2019 2/1/2020 1 DAMAGE TO RENTED I 500,000 ' I PREMISES-{Ea occurrence) S !� I MED EXP oneperson) I S 15,000 PERSONAL&.ADV INJURY Is 1,000,000 [GEN'LAGGREGATELIMITAPPUESPER: I GENERAL AGGREGATE S 2,000-,000. POLICY JEa LOC PRODUCTS-COMPIOP AGG IS 2,000,000 OTHER: I IEBL AGGREGATE I s, 2,000,000 A COMBINED SINGLE LIMIT I 1,000,000 AUTOMOBILE LABILITY I (Ea accident) S I ANY AUTO A9106968 2/1/2019 21112020 I BODILY INJURY(Per person) is I l OWNED �SCHEDULED - I AUTOS ONLY II X AUTOSpS BODILY INJURY Per accident S AUT(ONLY i AUOTOSON PROPERTYDAMAGE i s X 1111 X Peraccl(gl S A X'UMBRELLA LIAB X OCCUR I EACH OCCURRENCE s 3,000,000 EXCESS LIAB �.CLAIMS-MADE S2380507 2/1/2019 211/2020 AGGREGATE is - I DEC) I X I RETENTIONS 0 Aggregate I S 3,000,000 B WORKERS COMPENSATION X I STATUTE I ERH AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE YIN WC9080445 211/2019 211/2020 E.L.EACH ACCIDENT I s 500,000 OFFICERIMEMBER EXCLUDED? t NJ NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE!S $00,000 If yes,describe under DESCRIPTION OF OPERATIONS below .. EL.DISEASE-POLICY LIMIT I S 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD.101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION t SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE FOR EVIDENCE OF INSURANCE ONLY THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988--2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD PAR 2.5 ' p,.M• 54 3g0.00 54 j 48.3' � N8g2 1.' 1 oos � T.O.F.- 39.3'o l` FOUNDATION 87.3' rn O 200, 47.0. N 5 N N ce H I \/ 4 C `` pA 2 pCREs ' `_ 181.72 / ` pRfcA�sSE S N84-12!37"W CBI� •�PER A _ - H- _� _ BENCHMARK:TOP OF GAS VALVE _-_--- _-t__--- EL=43.3' (G.I.S.f) M 54 tll 1 ` P ps 5 � - W L w 4 c LLJ fD j N 1 \ A 54 ® \ P PR PREPARED FOR: s7_ 16'5_6"E 218.00 JOHN R. LAVERTY FOUNDATION (AS-BUILT) CERTIFICATION #205 LITTL�1R-Nl R�-�R,OAD� COTUIT A. I SEPT. 22, 2006 J# 1032FC SCALE: 1"_ 60' PLAN REF: L.C.17287—C TITLE REF: C 174565 � �� MacDougall Surveying ASSESSORS MAP 54 PARCELS 2-4 & 2-1 e 9 y 9 ZONING: "RF" FLOOD ZONE: $V$ o��QIGIS CZ S v & Associates CERTIFY THAT THE FOUNDA11ON SHOWN ON THIS PLAN ® o STEPHEN "� P.O. Box 2428. EXISTS ON THE GROUND AS SHOWN a DO. N s Mashpee, Ma. 02649 ph. (508)419-1086 fax. (508)419-1087 email: PROFESSIONAL, LAD SURVEYOR DATE � �®®� @comcast Inetrvey S. Town of Barnstable k t i r, SIML rq� o Regulatory Services R��l , �� °�� s�, in: 0� g rY . �:� t �� ,�t Thomas F.Geiler,Director BARNSCA13M ` MASS' 163q. g Buildin Division .�� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 REQUEST FOR ELECTRICAL INSPECTION ELECTRICAL PERMIT NUMBER (Permit required in order to process inspection) Toda 's Date _ Requested Date of Inspection /< y Kt ( � P,c,! � hereby request an inspection under Massachusetts General (Electrician) Law chapter 143, section 3L and 237 CMR 4.02(3). The installation will be ready for inspection at :;?,eg Lt`1' - (Property Location) C�,7v zT Type of inspection requested ❑ Temporary Service ❑ Service.Re-inspection ❑ Excavation ❑ Rough Re-inspection ❑ Service Inspection' ❑ Final Re-inspection Rough Inspection for R`ce- t ($100.00 Re-inspection Fee) ❑ Final Inspection for . ❑ Other Owner or tenant Licensee's name, address, and phone License number I�PPil A- Licensee's Signature�✓ This section to be com Barnstable Inspector of Wire, Inspection date �01� pproved ❑Not of This work was not.approved for violation of the following Articles and Sections of the MA Electrical Code Q:WPFi Its:forms:electrequest Rm4/8/08 Cltlr .o/M h Official fficial Use Only oirunonwea a�sac a c� Permit No. � Apartment of JhT Servicee Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07) (leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code C),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: T City or Town of: .�� ) To the Inspector of JVires: By this application the undersigned-gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) O L i j,i C, K i ut C©T,r ! Owner or Tenant Telephone No. ; Owner's Address " Is this permit in conjunction with a building permit? Yes No El (Check Appropriate.Box) »,` Purpose of Building Utility Authorization No. y " Existing Service Amps /. Volts Overbead.❑ Undgrd❑ No.of Meters U ' New Service Amps / Volts Overhead❑ , Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: i_i e h 7—s 4 5p.��t`c�-.t t Ai2r-A i d3 4 Xyn.GK 7— Completion ofthefollowing table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil.-Sus addle Fans o.of Total P ) Transformers KVA No.of Lu min air e Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- ❑ _N_o_._oT Emergency Lighting rnd. grnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No, of Zones No. of Switches No. of Gas Burners o.of Detection and Initiating Devices No.of Ranges No.of Air Cond. Tonsl No.of Alerting Devices a W Heat Pump Number Tons KW No—.of Self-Contained ,_.W 9 No.of Waste Disposers Totals: Detection/Alerting Devices o Municipal T No.of Dishwashers Space/Area Heating KW. Local❑ Connection Other❑ z 1 z No.of Dryers Heating Appliances KW r ry Security Systems:*No.of Devices or Equivalent o _ No.of Water No.of No.of Data Wiring: Heaters KW LU Si ns Ballasts No. of Devices or Equivalent L F .� No.H dromassa a Bathtubs No.of Motors Total HP Telecommunications Wiring: a Y g � No. of Devices or Equivalent . LU o S l OTHER Uj Attach additional detail if desired, or as required by the Inspector of Wires. " } Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. .� INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides roof of liability insurance including"completed operation"coverage or its substantial equivalent. The P P tY g P Pq a 2 VI undersigned certifies that suchpKe,, ge is in force,and has exhibited proof of same to the permit issuing office. z a = CHECK ONE: INSURANCEBOND ❑ OTHER ❑ (Specify:) ZY Z ,._ I certify,under the pains and es of perjury,that the information on this application is true and complete. Z o�F z FIRM NAME: LIC. NO.: W a o Licensee: 2gL�L.4 d.. Signature LIC.NO.: �S 9 y 9 M'2_2 a "' (If applicable, enter "e empt"in the license number line.) Bus.Tel.No.: 0 U o ¢ Address: �tit� Lvi, taz�ot2sTv .cr• �� Alt.Tel.No.sgb%-774_1�d-- ®. *Per M.G.L.a 147�61,security work requires Department of Public Safety"S"License: Lic.No. a OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally ®a W r a required by law. By my signature below,I hereby waive this requirement. I am the(check one) owner ❑owner's a gent t. Ca m W Lij W W !a _Owner/Agent Yo� Signature Telephone No. PERMIT FEE: $ zl a2Fo ~ ¢oii a I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i �- � c if Map parcel Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address -�05- 141e. kiv-e-x- kJ Village Clo�v< Owner �E �ORVsSv Address 140k 4X Telephone Permit Rquest kc� j s-Yi V _ A*� 2 C�6 Square feet: 1 strfloor: existing proposed 2nd floor: existing proposed Total new Zoning District "= ' .__i Flood Plain Groundwater Overlay Project Valuation?� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family 0 Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �' Telephone Number Address S�' License # 1 J o Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i I _/ FOR OFFICIAL USE ONLY �. APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE • 5 < OWNER DATE OF INSPECTION: FOUNDATION � r FRAME ; INSULATION f FIREPLACE 1 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL � r FINAL BUILDING r DATE CLOSED,OUT ' ASSOCIATION PLAN NO. F "i, i lawn of Barns; r r Regulatory Services r r sARN$`rABt.E. Q MASS. �, Thomas F. Geiler, Director 9vp 0.39. �0 TFo,rp�p Building Division t Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY ervisor i Construction Su. p L cerise # qy 301, , hereby certify that I have assumed responsibility for the project.under construction, as authorized by building permit# a5 -� , issued to. (property address) �-�Q '' �tw► on The following documents'are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form (if applicable)' copy of myHome Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road'-Bond (if applicable) . T LICENSE HOLDER DATE q/forms/newcontrb rev:110410 " The Commonwealth,of Massachusetts Department of Industrial Accidents „ F ' Office of Investigations; ;1,... 600 N'ashingforz Street , Boston, MA 02111 , i ,e wwwmass.gov/dia Workers'-Compensation Insurance-Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): J I'1 ' ►'C/f Address: A-.. City/State/Zip: � flUl I 111"41t, M6 Phone`#: � vU i8 �ID Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 4. 0 I am a general contractor and I 6. New construction. employees(full and/or part-ti e).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner # 7. Remodeling listed on the attached sheet. �- ship and have no employees These sub-contractors have 9. 0 Demolition working`for me in any capacity. workers' comp. insurance. 9. Q Building addition [No workers' comp. insurance, 5. 0 We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 L0 Plumbing repairs or additions Y: myself. [No workers' comp. c. 152, §1(4), and we have no 12.0 Roof repairs insurance required.]t employees.`[No'workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the sectionbelow showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.' $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and 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 Company Name: y✓ `SG O �"� Policy#or Self-ins.Lic. #: W .� Z .'Z'U Expiration Date: 57 LI4Q � l0 �� City/State/Zip: d 3 Job Site Address: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c: 152 can lead to the imposition of criminal penalties of.a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify er the pains and penalties of perjury that the information provided above is true and correct Signature: Date: ; Phone# Jy7/t1 Official use only. Do not write in this area, to be completed by city or town official City or Town: ' Permit/License Issuing Authority(circle one): ` l:Board of Health 2. Building Departrrfent,J-City/Town Clerk 4. Electrical Inspector 5. PlumbSing'Inspector ,, 6.Other Contact Person: Phone#: CERTIFICATE OF LIABILITY INS URANCIE DAB""'DD/TYYY1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THkc CERTIFICATE DOES NOT AFFMMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZE[ REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: N the ceTtlHcato holder Is an ADDITIONAL INSURED,the POIICy(les)must be erkknled. If SUBROGATION IS WAIVED,subject the tat and holder In lieu s the Policy,endor cwdln policies may require an endorsement. A statement on this COMI'loat�e does not confer rights to the ' aMfleate holder In lieu of such endorserne PRODUCER T Mark Sylvia Irmuranc a Agent/ NAa ' 771 Main Street 1� 508AS-0440 f EatAIL �(`�8?4 20 9227 Osterville,MA-02W 'to oucER J.ofrbtiJR1 Mark W.SYMa INSURED _ LD: L43UREA`f�COVERAGE NA1C f West l3ay Management Trust US Irf6 Co 770A Main Street eo Insurance Co Ostarvife,MA 02655 COVERAGES CERTIFICATE NUMSFR: REVISION NUMBER: THIS M TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED WWED ABOVE FOR THE POLICY PERIOD INDICATED. NOTIMTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VATH 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. INS — LTR TYPE OF.INSURANCE PoIIC�,NU31eFR LIC7ERF Y LIMITS A GENERAL UAwLrr'T MP0008001005153 X COIe/ERCIAI GENERAL LIABILITY 12l4f1010 12/4/2011 EACH OCCURRENCE f I.W0,000 CLAnTt A"M X❑OCCUR aE tEs«cuy�csl 100,000„ MED E)tP w e person) f 5,000 PERSOWIL•AOV INJURY 3 1,000r000 GENERALAOOREGArE f 2,090,000 GE_NL AGGRKIATE LIMIT APPLIES PER: X POLICY PRO. LOC PRODUCTS•COMPIOP ACG S 2.000,000 � - f._ AUTOMOe1L6 UAWLftY COMBINED SINGLE LIMIT f ANY AUTO _ (Es owd") ALL OWNED AUTOS BODILY INJURY(Per parsers) f SCHEDULED AUTOS BODILY MJUPY(Pw acW") f --- HIRED AUTOS - PROPERTY DAMAGE S HOWOVMIEQ AUTOS (Per e-4ayrW 3 UMBa31lLA UAB - 3 EJOCC EXCEE3l1A8 NADE EACH OCCURRENCE f A REGATE f DEDUCTIetg - RETENT1pN B WORKERS COMPENSATION VWiC3021209 3 -A110 EMPLOY=a-UAMrry 3/23/2011 3/27/2012 WC STATU- om ANY PROPSUETORAARTNE"XfCu'nve YIN Ry-LI IIID._x R Or"CERMEMA6REACLLA]E07 NIA - E.L.EACH ACCIOEr'TT IMrMgaryMNHI - rt�s 6 doeCWbe✓'dr EL.0!BEASE,EA EMPLOYE f . DEsCRIPTIpH Ot OPERATquB tale. _. 500�C00 EL DISEASE•POLICY UMIT 3 500,000 ("CRIPT"OFOPERArION91LOCATI0NSIVEHICLn(AMUI ACORD I01,Amy fLtw�s 9cReelrh.N mors Landscape gardening, Painting,carpentry "MCC a nq.rndr CERTIFICATE HOLDER CANCELLATION (508)428-1974 Hoetettor Reeler Co Inc SHOULD ANY OF THE MOVE OEbCRIBED POUCiE9 BE CANCELLED BEFQRE 770A Main Street THE Ij[PIRATION DAZE THEREOF, NOTICE WILL BE DELIVERED NV OstervM><e,MA 02855 ACCORQANCE Yg1TF1 THE POLICY PROVL$gN9. - AUT40RLZFO ItM"VITATWE ACORD 25 200p/Og tD 1908-2009 ACORD CORPORATION. All *Pts rsaervvd. ( ) The ACORD name and logo are ragistwed marks of ACORD y, \la..arhu.rtt. Dcpat-tnli•nt fit' f'ultlir ":tfrt\ f3rrartl [If' Kttiltlin_ 12r2ul.ttinn. ant) N1.111il.trd, License: CS 94302 Restricted to: 00 ADAM HOSTETTER 770 SUITE A MAIN ST -? OSTERVILLE, MA 02655 Exptrahon: 12/22/2011 ........... Tr=. 13857 . (� .�/�✓ (r•41If/III:I/II4'I(/�� I: . L('(J.i/(('�(13s'([,l I Office of Consumer Affairs a Kr(siness Ite ul:rtiuu HOME IMPROVEMENT CONTRACTOR .,t Registration: 152124 Type: z Expiration: 8/2/2012 Individual ADAM HOSTETTER ADAM HOSTETTER , 770 A MAIN ST. +..; ` OSTERVILLE, MA 02655 , ✓ . ' l`iulcrseerctar'c ' 1 o R�ME 1MPR Sumer �ffair�� ! y 9istration:OV EMENT C $4s�ness Rca G Y �. Ezpirahon F 152124 DNTRC. gula tr 1; r - WE ..e 8f?1261 R J Lice AY MgNgGEM� T 2 DBA TYpe. ili bef°reSther registration 7DqM HOSTS t TRUST:? office°fCoxpiratiou'atalid for ind- o A. IN �FR z�� f Park Pla nsumer A ffa e If found r Idul use onl OST ERVILL Mq BOston,Iq ill16 ite S 7p s and Business Reto: .. y gulation J i - Uud ersecreraty Not valid h �r wit outsigna ture e ' s. i ►q,,,� Town of Barnstable - °~; Regulatory Services a"M M a Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 ,Office: 508-86,'--4038 Fax: 50°-7on_v2?n NOTICE TO THE BUILDING DIVISION OF !'A A AT!'Ti !1L'7 T!'L'NCTi'Tl !'(1NCTDTT!'TTl1N I—-,F 'pt7ICOR. T � r property lo at — � ,owner of -.-ron-rt� -rate..rl -.. hereby certify that is no longer C;on0niction 1.9nnervisor listed on the application for the project ender constnic.,tion as anthorized by hnildinu permit# 08 06N ; igsned on T tinderctand that the nroiect i.�nder construction mimt cease until a s»ccPssor licensed Constniction Suneryisor;is s»hmjtteri on the records of the Rijildinn Division- nnnnnvmy n�in.rcn n a TF q/forms/newcwntrowner reference R-5 780 CMR ofI-HETp� Town of Barnstable Regulatory Services &UYSrABLF, v huss. $ Thomas F. Geiler,Director' 16.19• a Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-962-4038 Fax: 508-790-62: 1, Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf,. m all matters relative to work authorized by this building pemut application for , (Address of Job) J U Signature of Owner ate J e)4k, L revs 5,o, Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form. on the reverse side. ,Q:MRMS:0 WNERPERMISSJ0N oF zHt:ra Town of Barnstable � y _ o Regulatory Services BARNSTABLE, Thomas F. Geiler, Director 1659• ,$ Building Division pfFD Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 ww-w.to A,n.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILCNG ADDRESS: city/toAm j state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or Jess 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 Persons)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 "homebwner"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 persons)for hire to do such work,that such Homeowner shall act as supenrisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supenrism(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 writh a licensed Supervisor. The homeowner acting as Supenrisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may caret amend and adopt such a form/certification for use in your community. a „e�' y --1 My "File Edit Toots Help Scheduling , Inspection ID 1950 _. Sol JAPP t3ose Dany , flriginatin rjept 63 -8UILDING_DEP�VRTMEtiT _� violatio . . i ' _ j , ' ' Freld Sheet _ Parcel 2528H t plicatian ref 2i?111241 ? t l=R ESENA STEFHEN Ift+ Project! cti fty_ FLECTRIC RES SERVICfIS�MOI£fS v ,. . -�App Profile- s 'i LaCatlon Und Bus�nes 1D License number "Scree# Gf3S£POINT RDs... ]n _. . � Pemrrt Alerts spectriER Aaea GROUNDYVO R PROTECTIQtJLA �viunlc�paltty,, 77,77 HYNIVIS Reassign q. t I1ain Fees r;- I _ . Results ...s.,,Ha _ ., , .. Scheduled Results .. r; _. ; olat Ions" r: to , ion fTR.N I<LECTR L 1VE H dNSFECTIO' r. F esul#s code PASS •_::< I Pr'4SSED I1USPfCTIO# ,a f'eriodc':Insps i' Requested on !fir_ t at I Fer#armed on 43;�1Sft11 � t" _ ,- f ' ;Scheduled for , at Tavel x ", Colleot ". i. i ? ✓ _ r i°.Ins ec3iar Y�d�4 v1A ,�R.�.;, LL1.��1 Onste time-,G Pa�mr>t:History. : I $'Per Create reinsp _ Adust'PTD , Gontrctar ice: Reinspectiarcd _ z > >_ ( „y Ir r n C cif de'e ee 4 0#+ f " .Psocess Bonds' !• 1 .� � =� Ins p result Passed Insp score {� l Property - Comment Link Pemrrts Comment code r a r � £,2 Checklists Text p a, I J r � r , Enter inspection scheduling information. r t I PURCHASE AND SALE AGREEMENT This the day of 2010 1. PARTIES John Laverty and Christy Laverty, of Cotuit,MA hereinafter called the Seller, agrees to Sell and Joseph P. LoRusso and Carolyn H. LoRusso,of Medfield, MA„ hereinafter called the Buyer(SELLER and BUYER sometimes hereinafter collectively referred to as the"Parties"), agrees to Buy, upon the terms hereinafter set forth,the following described premises 205 Little River Rd., Cotuit, MA 02635 2. DESCRIPTION A certain parcel of land with the buildings and improvements thereon known and numbered 205 Little River Rd., Cotuit,MA 02635 , more particularly described in a deed recorded with Barnstable Registry of Deeds in Cert of Title No: 181009(hereinafter referred to as the"premises" or the"Premises"). 3. BUILDINGS, STRUCTURES,IMPROVEMENTS . Included in the sale as a part of said premises are the buildings, structures and improvements now thereon, and the fixtures used in connection therewith including, if any, all wall-to-wall carpeting, automatic garage door openers, awnings, shutters, furnaces, heaters, heating equipment, stoves, ranges, 011 and gas burners and fixtures appurtenant thereto,hot water heaters,plumbing and bathroom fixtures, garbage disposers, electric and`other lighting fixtures(excluding dining room chandelier and kitchen chandelier over eating area), all fans, refrigerator, mantels, fences,agates,trees, a shrubs, and plants, ov asitm,.yer, and all kitchen appliances including any and all appliances located in garage and carriage house. Excluding draperies, rods, blinds and shades, bathroom mirrors(unless purchased separately between buyer and seller). 4. TITLE DEED Said premises are to'be conveyed by a good and sufficient quitclaim deed running to Buyer, or to the nominee designated by the Buyer by written notice to the Seller at least seven(7) days before the deed is to be delivered as herein provided, and said deed shall convey a good and clear record and marketable title thereto,free from encumbrances, except (a) Such taxes for the then current year as are not due and payable on the date of the delivery of such deed; (b) Any liens for municipal betterments assessed after the date of this agreement; and (c) Easements, restrictions and reservations of record, if any, so long as the same do not prohibit or materially interfere with the use of the premises as a single family residence. 5. PLANS If said deed refers to a plan necessary to be recorded therewith the Seller shall deliver such plan with the deed in form adequate for recording or registration. 6. REGISTERED TITLE In addition to the foregoing, if the title to said premises is registered, said deed shall be in form sufficient to entitle the Buyer to a Certificate of Title to said premises, and the Seller shall deliver with said deed all instruments, if any, necessary to enable the Buyer to obtain such Certificate of Title. 7. PURCHASE The agreed purchase price for said premises is PRICE One Million Fifty Thousand Dollars($1,050,000.00),of which $ 1,000.00 has been paid with the Offer to Purchase $ 29,000.00 to be paid as a deposit this day and $1,020,000.00 are to be paid at the time of delivery of the deed in cash, cashier's, treasurer's or bank check,bank attorney's conveyancing check or by electronic transfer of funds to the account of SELLER. $ 1,050,000.00 TOTAL 8. TIME FOR PERFORMANCE; DELIVERY OF DEED Such deed is to be delivered at 10:00 o'clock a.m, on or before April 15, 2010 at the Barnstable County Registry of Deeds, unless otherwise agreed upon in writing (sometimes hereinafter referred to as the"Closing" as the same may be extended pursuant to the terms of this Agreement). It is agreed that time is of the essence of this agreement. 9. POSSESSION AND CONDITION OF PERMISES Full possession of said premises free of all tenants and occupants, is to be delivered at the time of the delivery of the deed, said premises to be then(a)in the same condition as they were on the date of BUYER's offer, reasonable use and wear thereof excepted, and (b) not in violation of said building and zoning laws, and(c)in compliance with provisions of any instrument referred to in clause 4 hereof. The BUYER shall be entitled personally to inspect said premises prior to the delivery of the deed with 24-hour notice to the Seller in the Seller's or Seller's agent's presence to determine whether the condition thereof complies with the terms of this Agreement, up to 3 times. Premises to be broom cleaned. 10. EXTENSION TO PERFECT TITLE OR MAKE PREMISES CONFORM If the Seller shall be unable to give title or to make conveyance, or to deliver possession of the premises, all as herein stipulated, or if at the time of the delivery of the deed the premises do not conform with the provisions hereof,then the Seller shall use reasonable efforts to remove any defects in title, or to deliver possession as provided herein, or to make the said premises conform to the provisions hereof, as the case may be, in which event the Seller shall give written notice thereof to the Buyer at or before the time for performance hereunder, and thereupon the time for performance hereof shall be extended for a period of up to thirty(30) calendar days provided that Seller shall not be required to spend in excess of$0, exclusive of all voluntary encumbrances which secure the payment of money which Seller shall be obligated to remove. 11. FAILURE TO PERFECT TITLE OR MAKE PREMISES CONFORM If at the expiration of the extended time the Seller shall have failed so to remove any defects in title, deliver possession or make the premises conform, as the case may be, all as herein agreed, or if at any time during the period of this agreement or any extension thereof,the holder of a mortgage on said premises shall refuse to permit the insurance proceeds, if any, to be used for such purposes,then any payments made under this agreement shall be forthwith refunded and all other obligations of the parties hereto shall cease and this agreement shall be void without recourse to the parties hereto. 12. BUYER'S ELECTION TO ACCEPT TITLE The Buyer shall have the election, at either the original or any extend time for performance,to accept such title as the Seller can deliver to the said premises in their then condition and to pay therefore the purchase price without deduction, in which case the Seller shall convey such title, except that in the event such conveyance in accord with the provisions of this clause, if the said premises shall have been damaged by fire or casualty insured against,then the Seller shall, unless the Seller has previously restored the premises to their former condition, either (a) pay over or assign to the Buyer, on delivery of the deed, all amounts recovered or recoverable on account of such insurance, less any amounts reasonably expended by the Seller for any partial restoration; (b) if a holder of a mortgage on said premises shall not permit the insurance proceeds or a part thereof to be used to restore the said premises to their former condition or to be so i paid over or assigned, give to the BUYER a credit against the purchase price, on delivery of the deed, equal to said amounts so recovered or recoverable and retained by the holder of the said mortgage less any amounts reasonably expended by the SELLER for any partial restoration. Buyer shall not be responsible for any liens, attachments, encumbrances put on record between March 1 and closing date. Seller is responsible to clear title of all liens, attachments, executions, etc. If seller is unable to clear title on or before closing date,buyer's deposit money will be funded forthwith. 13. ACCEPTANCE OF DEED The acceptance and recording of a deed by the Buyer shall be deemed to be a foil performance and discharge of every agreement and obligation herein contained or expressed, except such as are,by the terms hereof, survives or to be performed after the delivery of said deed. 14. USE OF MONEY TO CLEAR TITLE To enable the Seller to make conveyance as herein provided,the Seller may, at the time of delivery of the deed, use the purchase money or any portion thereof to clear the title of any or all encumbrances or interests, provided that all instruments so procured are recorded simultaneously with the delivery of said deed or in the case of mortgages granted by the SELLER to institutional lenders which are paid in full from the sale proceeds, within a reasonable time thereafter in accordance with customary conveyancing practices. 15. INSURANCE Until the delivery of the deed, the Seller shall maintain insurance on said premises as follows: (a) Fire and extended coverage $ As presently insured Risk of loss shall remain with SELLER until delivery, acceptance and recording of the Deed. 16. ADJUSTMENTS Water,Fuel adjustment and Taxes for the then current fiscal year, shall be apportioned, as of the day of performance of this agreement, and the net amount thereof shall be added to or deducted from, as the case may be, the purchase price payable by the BUYER at the, time of the delivery of the deed. SELLER shall obtain and bring to the Closing a final water/sewer bill or reading for said apportionmentladjustment, or in the alternative, shall bring same to the Closing along with evidence of payment of same. 17. ADJUSTMENT OF UNASSESSED AND ABATED TAXES If the amount of said taxes is not known at the time of delivery of the deed,they shall be apportioned on the basis of the taxes assessed for the preceding fiscal year, with a reapportionment as soon as the new tax rate valuation can be ascertained; and, if the taxes which are to be apportioned shall thereafter be reduced by abatement,the amount of such abatement, less the reasonable cost of obtaining the same, shall be apportioned between the parties, provided that neither party shall be obligated to institute or prosecute proceedings for an abatement unless herein otherwise agreed. -T8 BROKER'S FEE A broker's fee for professional services is due to $52,500.00 to Kinlin Grover GMAC Real Estate split with William Raveis Real Estate per MLS from SELLER(S) if, and only if, title passes to the BUYER(S) as herein provided and the deed to the BUYER(S) is recorded at the Barnstable District Registry of Deeds. 19. DEPOSIT All deposits made hereunder shall be held in escrow by Kinlin Grover GMAC Real Estate as escrow agent subject to the terms of this agreement and shall be duly accounted for at the time for performance of this agreement. In the event of any disagreement between parries, the escrow agent shall retain deposits made under this agreement pending written instructions mutually given by the Seller and the Buyer or by an order of a court of competent jurisdiction. 20. LIABILITY OF TRUSTEE, SHAREHOLDER, BENFICIARY,ETC. If the Seller or Buyer executes this agreement in a representative or fiduciary capacity, only the principal or the estate represented shall be bound, and neither the Seller or Buyer so executing, nor any shareholder, or beneficiary of any trust, shall be personally liable for any obligation, express or implied, hereunder. 21. WARRANTIES AND REPRESENTATIONS The Buyer acknowledges that the Buyer has not been influenced to enter into this transaction nor has the Buyer relied upon any warranties or representations not set forth oil ��aQ, or incorporated in this agreement or previously made in writing, except for the following additional warranties and representations, if any, made by the Seller: NONE. 22. MORTGAGE CONTINGENCY NONE 23. CONSTRUCTION OF AGREEMENT This instrument, executed in multiple originals, is to be construed as a Massachusetts contract, is to take effect as a sealed instruments sets-forth the entire contract between the parties, is binding upon and ensures to the benefit of the parties hereto and their respective heirs, devisees, executors, administrators, successors and assigns, and may be canceled, modified or amended only by a written instrument executed by both the Seller and the Buyer or their respective attorneys. The Parties may rely upon facsimile copies of such written instruments. If two or more persons are named herein as Buyer their obligations hereunder shall be joint and several. The captions and marginal notes are used only as a matter of convenience and are not to be considered as part of this agreement or to be used in determining the intent of the parties to it. 24. LEAD PAINT LAW I The parties acknowledge that,under Massachusetts law,whenever a child or children under six years of age resides in any residential premises in which any paint, plaster or other accessible material contains dangerous levels of lead,the owner of said premises must remove or cover said paint, plaster or other material so as to make it inaccessible to children under six years of age. 25. SMOKE& CARBON MONOXIDE DETECTORS The Seller shall, at the time of the delivery of the deed, deliver a certificate from the fire department of the city or town in which said premises is located stating that said premises has been equipped with approved smoke and carbon monoxide detectors in conformity with applicable law. d 26.NOTICES All notices required hereunder, shall be deemed to have been duly given and effective if in writing and delivered by hand, or sent via telecopy, email or mailed by registered or certified mail, return receipt requested, all charges prepaid, addressed to their respective counsel: in the case of Buyer,to Elizabeth J. Grimes,Esq.,Ligris& Associates, 118 Needham Street,Newton, MA 02464, 617 964-8900, fax 617 964-8901, email egrimes@ligris.com; and in the case of Seller to: Stanley Nowak,Esq., 508-771-8080, Fax: 508-771-8208, capecodsn@verizon.net. -27..- AUTHORITY TO REPRESENTATIVES The parties hereto hereby grant to their respective attorneys authority to bind them for the limited purpose of granting extensions regarding this Agreement including,but not limited to, acknowledged facsimile transmission and email return receipt, and each party may rely upon the signature of such attorney unless they have actual knowledge that either party has disclaimed the authority granted herein to bind them. 28. TITLE STANDARD Any title or practice matter which is the subject of a Title Standard or Practice Standard of the Real Estate Bar Association of Massachusetts at the time for the delivery of the deed shall be governed by said Title or Practice Standard to the extent applicable and to the extent such title standard or practice standard does not contradict any expressed term or condition of this Agreement. 29. ADDITIONAL PROVISIONS See Rider A attached hereto and incorporated herein by reference. FOR RESIDENTIAL PROPERTY CONSTRUCTED PRIOR TO 1978, BUYER MUST ALSO HAVE SIGNED LEAD PAINT"PROPERTY TRANSFER NOTIFICATION CERTIFICATION' NOTICE: This is a legal document that creates binding obligations. If not understood, consult an attorney. U, 1 � Selle : Seller: Buy,r: Buyer. RIDER A 30.ENTIRE AGREEMENT This instrument contains the entire agreement of the parties, and no representations, warranties or agreements have been made by either of the parties except as set specifically forth in this Agreement. All prior or contemporaneous agreements, offers, understandings, representations and statements,whether oral or written, made by the Buyer and/or the Seller respecting any aspects of the transactions contemplated in this Agreement, including without limitation, all offering materials, letters, responses to � -inquiries, proposals or offers or other materials or communications are merged into this Agreement. No modification,waiver or amendment of the provisions of this Agreement shall be effective unless made in writing and signed by the parties hereto. 31. NO ASSIGNMENT If BUYER either makes an assignment of BUYER'S rights under this Agreement, or re- cords a copy of this Agreement, SELLER at SELLER'S option, may declare SELLER'S obligations hereunder to be null and void, and may deem BUYER to be in default of BUYER'S obligations hereunder. This provision is not in derogation of the BUYER's rights under Paragraph Four(4)to designate a nominee to take title. 32. From and after the date of this Agreement, SELLER agrees to permit BUYER and its designees, including but not limited to prospective mortgage lenders (and their agents), contractors, architects and insurance agents, reasonable access, at reasonable times, to the said Premises for the purpose of making measurements, inspections, and the like. Said right of access shall be exercised only in the presence of SELLER, or the Broker named herein, and only after reasonable prior notice, either written or oral,to the SELLER. In any event, it being agreed that Twenty Four(24)hours in advance shall be deemed to be"reasonable prior notice'pursuant to this Paragraph,up to 3 times. 33. SELLER shall execute and deliver simultaneously with the delivery of the deed, and when required shall.on oath swear to the best of the Seller's knowledge and belief the truth of the matters therein set forth, such documents as may reasonably be required by BUYER's lender or BUYER's attorney or the title insurance company insuring the Premises for BUYER,including without limiting the generality of the foregoing, certifications, or affidavits with respect to: (a) that there are no persons or parties in possession of the Premises; (b) that there are no facts or conditions which may give rise to mechanic's or materialmen's liens; (c) an affidavit pursuant to Section 1445 of the Internal Revenue Code; (d) the true purchase price of the Premises and that the SELLER does not intend to lend to the BUYER a portion thereof, (e) urea formaldehyde foam insulation("UFFI")Disclosure Affidavit stating that to the best of SELLER's knowledge there is none; and (f) 1099 reporting form. 34. SELLER agrees that if any mechanic's or materialmen's liens with respect to work done on the Premises on SELLER's behalf are recorded after the delivery of the Deed, SELLER will promptly cause such liens to be duly discharged of record. SELLER agrees to indemnify and hold BUYER harmless from and against any cost,loss, damage or expense, including reasonable attorneys' fees, if any, arising out of or relating to any such liens being placed on the Premises. 35. In the event any apportionment/adjustment pursuant to Paragraph Sixteen(16) are,within ninety(90)days subsequent to the Closing, found to be erroneous,then either Party hereto who is entitled to additional monies shall invoice(along with reasonably detailed back-up data)the other Party for such additional amounts as may be owing, and such amounts shall be paid, with good funds,within ten.(10) days from the date of the invoice: The"provisions of this Paragraph shall survive delivery of the Deed hereunder for ninety(90)days. 36. SELLER warrants and represents that SELLER is not a"foreign person" as defined in Section 1445 of the Internal Revenue Code of 1986,as amended("I.RC"),and agrees to deliver to BUYER, at or before the Closing, an executed "non-foreign" affidavit in compliance with I.R.C. Section 1445(b)(2) and the regulations thereunder, evidencing the foregoing warranty and representation. 37. For purposes of this Agreement, facsimile signatures shall be construed as original, except as to the Deed and the Closing documents. 38. Both BUYER and SELLER hereby acknowledge that they have been offered the opportunity to seek and confer with qualified legal counsel of their choice prior to signing this Agreement. 39. At closing, the SELLER shall execute and deliver such documents as may be reasonably required by BUYER'S attorney, including title insurance affidavits, compliance and municipal adjustments agreements and HUD-1 Settlement Statements, and deliver all keys to the premises. 40. Any matter or practice arising under or relating to this Agreement which is the subject of a Title Standard or a Practice Standard of the Real Estate Bar Association of Massachusetts shall be governed by said Standard to the extent applicable. 41. SELLER has not received any notice that the property violates any municipal, state or federal law, rule, regulation or ordinance. 42. SELLER agrees to deliver the premises at closing in broom-clean condition, removing all of the SELLER'S possessions not being sold to the BUYER, or left for their benefit with BUYER'S consent, and all other personal property,trash, rubbish or debris from the dwelling, attic,basement, garage, shed and the yard . Seller will allow BUYER a final walk through. The SELLER shall continue to i maintain the grounds to the premises in substantially the same manner as the premises have been maintained up to the date hereof. 43. The premises shall not conform with the title provisions of this Agreement unless: (a) all buildings, structures and improvements,including but not limited to any driveways, garages, septic systems, leaching fields and cesspools, and all means ea of of access to the premises shall be located completely within the boundary lines said premises and shall not encroach upon or under the property of any other person or entity; improvementy kind belonging to any other person O b or entity building,shallteenc oath upon or under said .typremises; (c) the premises shall abut or have legal access to a public way duly laid out or accepted as such by the city or town in which said premises are located; (d) title to the premises is insurable for the benefit of the BUYER by a title insurance company at normal premium rates in the American Land Title Association form currently in use, subject only to those printed exceptions to title normally included in the jacket of such form and to the exceptions set forth in Paragraph 4 of this Agreement (e) Certificates of Compliance for any outstanding Orders o€Conditions pertaining to wetlands have been recorded or delivered for recording at closing; (f) The premises are not within a so-called"Flood Plain Area" or"Flood Plain Zone" or any other such flood prone areas as determined under the maps and regulations of the Federal Emergency Management Agency with respect to the federal flood plain insurance program; (g) BUYER's survey or mortgage plot plan indicates that no structure or improvements situated upon the premises violates zoning ordinances or by-laws of the Town or provisions of M.G.L. chapter 40A, unless such structures or improvements are validly nonconforming in accordance with said ordinances,by- laws and general laws; (h) All work performed at the Premises during Seller's period of ownership was, where required, performed pursuant to valid building permits issued by the municipality and in complete accordance with all local rules and regulations, municipal By-Laws and zoning provisions NOTICE: This is a legal document that creates binding obligations. If not understood, consult an attorney. LA Bu er: Buye : Seller: eller: d l^ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION / Map V arcel Application �0o Health Division.__ = e Date Issued �{ - Conservation Division ' _ Application Fee Tax Collector = Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board pf Historic-OKH Preservation/Hyannis ., Project Street Address L s a or V-i �-�v�'►� ,� n Village Owner J000 COV%i5TI LA'yiE►k7i_ Address S AivIC Telephone LA a.0 Permit Request - iS �\ \ J v�►- P�AACN :\r V j AcS ova I'r►'T' Square feet: 1 st floor:existing Z.CJD proposed 2nd floor:existing-1 A 0 proposed Total new i On Zoning District Flood Plain Groundwater Overlay Project Valuation 2P(Q09. ` Construction Type ' Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes O No On Old King's Highway: ❑Yes XNo Basement Type: ❑Full ❑Crawl j Walkout ❑Other 'Basement Finished (p shed Area(sq.ft.) Po Basement Unfinished Area(sq.ft) - Number of Baths: Full:existing new I Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing :7 new First Floor Room Count Heat Type and Fuel: $Gas ❑Oil ❑ Electric ❑Other Central Air: %Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:W existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# -- - — t _ ___ - -- — ----- t _ Current Use Proposed Use _ BUILDER INFORMATION Name o wY-e— Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATEISSUED MAP/PARCEL NO. r 3 I ADDRESS VILLAGE J OWNER ' DATE OF INSPECTION: FOUNDATION FRAME INSULATION i FIREPLACE ELECTRICAL: ROUGH FINAL k PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING x DATE CLOSED OUT r ASSOCIATION PLAN NO. ` f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 _ s� www.mass.gov/dia ` Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly L Name(Business/OrganizatiorAndividual): �o �\ iw'f Q-I:A Address: ` c) City/State/Zip: COT\) `' iD3_�3_5 Phone.#: Sal ' la - e efy 1 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition workingfor me in an capacity. employees and have workers' Y P tY• x $ 9. ❑Building addition [No workers' comp.insurance �S�' 'comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3. I am a homeowner doing all works officers have exercised their I I.❑ Plumbing repairs or additions, myself. [No workers'-comp. - right of exemption pei MGL' 12.❑ Roof repairs insurance required.]t ti c. 152, §1(4),and we have no employees.-[No workers' 13.[_1 Other comp insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. XContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: ' Expiration Date: Job Site Address: rh s C: `iJ L� ��J CE�- City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under.Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,:as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce nder the pains and penalties of perjury that the information provided above is true and correct Sijznafore: Date: - Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other �. Contact Person: Phone#:` ' Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address".the applicant should write"all locations in__(city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner.or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street a Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-977-MASSAFE Fax#617-727-7744 Revised 11-22-06 w .mass.gov/dia. SHE Town of Barnstable AF Tp� Regulatory Services BaanrsrwBM Thomas F.Geiler,Director MASS& p 16.19. s�e� Building Division lEn Tom Perry,Building Commissioner 200 Main.Street, Hyannis,MA 02601 vt'ww.town.barnstable.ma.us ' Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION ( Please Print DATE: 1 L)n 1-D5 JOB LOCATION: `- ,\ �� Iv� G)�V y� w number street ( village - "HOMEOWNER":To,Nk o c&- \(V%AS`Ty �k%-j t P T`� s-6 a, ' LI 2.A �ee name s� ff home phone# work phone# CURRENT MAILING ADDRESS: b A l `T l�\ V �� I`•� ®22 tP 1?_9 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as 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 be/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,Hiles and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures andz requirements and that he/she will comply with said procedures and requirements. attire 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 supeivisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt a •1 f y J era, Town of Barnstable Regulatory Services y�MASS. Thomas F.Geiler,Director 6.1g6Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Us ing A Builder 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) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION l N cc W 1,�l 2.94,— 12'-6 0 S -- —- — — o m vi L-rw~ wa- A_pasr, _ -- ) r CA i rrIF M�Lc- 06 MOM sm-VES _ --- tu a� Ov " I I ,. � `• H/vet-�F - w tisll // I � � I I I PAM apo C' N \� 08 I � J Ltb,. 0 2' Etw S GARAGE. PLMtOA C7FLltY-C- "CALE: V-O" W4$ ND O0 xle tvecTat .. MAimS�i� �FFPH 9 9 0 ®�� riace Ill Ill Ill T11 Ill Ill M M a , .I ti any d w�A ______ t sQ 1.vf 'af�vp! 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A.LL BrtOtge 4N.•[!T Ta��a�N��B�Q B. dam, a.. a e�l�aN�la.Brw� BBB I I M •v.!'fd- - - G.,�fEUCR Bw Y.,BnB�e N.o REAR -JM---E LF/ATiON- _______ -uMM- si 5-T C tuvGRPl n aD»Rn AMmIMN 6s v.40A pp2 I a B UfMt R F/TRIC.PL NODS � �� av rrn - >Mvu��co.L ewxz�arcrnie ,w S anrrn ro re arum m`*e�„�.ara�w.a ron�es y r,.�axr . _ � -• .oewv�w wnn 8 � --- --------- li -- ---- I - - I ij- QD i Oo -- —J LI--------- L———— -------------- ------------ , , � ` ' ARA6E F�F/rnlc RAN ` "�ror� R�az e�rrz� atw UzC-TR -.tea a Ae t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map `� Parcel 60,00 A Application#a 00(66 Sa Health Division "° Conservation Division �J °� d� eve /D6 ��-- Permit# -Tax Collector byse& �`/A j,9� Date Issued r�XVOPP Treasurer Application Fee � ' � Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address - L TrLF_ RA Village COX 0 i V Owner wN _ � �(� ��T� Address Sftyy)(*" Telephone �� ' U1-U3 � 1 Permit Request � SY wtt dil�lr 4 .` E � kk)-ur, Cam' �i G£ PUASC "To BE 75b c • NI Square feet: 1 st floor:existing proposed 2nd floor:existing proposed I Total new31.3;. Zoning District Flood Plain - Groundwater Overlay Project Valuation all I 9DQ Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family e` Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes t,No On Old King's Highway: ❑Yes �J No Basement Type: ❑Full ❑Crawl )Q Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: AGas ❑Oil ❑Electric ❑Other Central Air: `q Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:)i existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑negg size4'' Attached garage:❑existing ❑new size Shed:❑existing 0 new size Other: ' �f Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Uj Cn Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use ram: i Mr k-BUILDER INFORMATION i Name vfl `.41"4 F_kx Telephone Number q" gyp q1t` ffgFl Address U5 (, i TT\,t �,wE.k �J License# i IJ i` M �� Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -SIGNATURE DATE y FOR OFFICIAL USE ONLY t PERMIT NO. DATE ISSUED- MAP/PARCEL NO. ADDRESS VILLAGE OWNER, . DATE OF INSPECTION: FOUNDATION. FRAMEI� f INSULATIO 0 ;Oa3(b7 �V�K FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL { GAS: ROUGH FINAL y r C FINAL BUILDING , ` � �� I DATE CLOSED OUT ASSOCIATION PLAN NO. t�. r The Commonwealth of Massachusetts Department oflndustrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation,Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant InformationJ Please Print I.esably Name (Business/organization/individual): JD 6-IN Address: 105 • City/State/Zip: • e 0 7 0 "V, J'M A- ' 0 a19 ' ' Phone#:.SSW', C 1"D - -ff-Lf? Are you an employer? Check the-appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I s, ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 7• ❑ Remodeling ship and have no employees These sub-contractors have & ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' romp.insurance 5• ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.U I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs o-r additions myself.(No workers' comp. c. 152,§1(4),and we have no 12.❑ Roof repairs . insurance required.] t employees. [No workers' comp.insurance required.] 13.❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policyinforrnation: ` t Homeowners who submit this affidavit indicating they are doing all work andthen hire outside contractors must submit a new.dEdavit indicating such %Contractors that check this box must attached an additional sheet showing the name of the subcontractors cad 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 Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State z:ki: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,504,.00 and/or one-year imprisonment, as well as civil penalties in the form oi'a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce nder the pains and enaldes of perjury that the information provided above is true and correcit Si afore: Date: Phone M LA I-0 �� 1 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Heath 2.Building Department. 3.City/T1 own Clerk e.Electrical inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract bf hire, express or implied,oral or written." ' An employer is defined as."an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the . receiver or trustee of an i ndividiral,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance ofpublic work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure.to sign and date the affidavit. The-affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on-the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom. of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that mast submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job.Site Address"the applicant should write"all locations in - (city or town)."A copy of the affidavit that has been off cially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. 1617-727-4900 ext 406 or 1-o77-MASSAFE Fax It' 617-727-7749 Revised 5-26-05 wWtiV.IIi2SS.clOV/Cil.a M CMR Appendix Table JS.Zlb(condoned) Prescriptive Packages for One and Two-Family Residential Buildings heated with Fossil Fuels MAXIMUM MINIMUM Glazing Glazing Ceiling Wall Floor Basement Slab 1leatiag/Cooling '�'('A) U-value= R-value R-value' R-value Wall Pegimeter Equipment Ef icienw' Package it-value, ft value' 5701 to 6500 Heating Degree Dave Q 12% 1 0.40 38 13 19 10 1 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 036 38 13 25 WA WA Normal U 15% 0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 25 N/A WA 85 AFUE W 15% 0.52 30 19 19 10 6 8S AFUE X 18% 032 38 13 23 N/A N/A Normal Y 18% 0.42 38 19 25 WA WA Nomud t 19% 0.42 38 13 1 19 10 6 90 AFUE AA 18% 0.50 1 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: -05 ( TTU, fLVQ:�N*GTQ �rj 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3 4 D 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-080303a 780 CMR Appendix J Footnotes to'Table J$.LM ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and excluding opaque located in walls that enclose conditioned space,but basement windows�f P S Pue doors)to the gross wall q d as apercentage. U to 1%.of the total glazing area may be excluded from the U-value requirement. area,expressed p S S Y P For example,3 ft of decorative lass may be excluded from a building design with 300 ft of glazing area. p g Y Z After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall.For example,an R-19 requirement could be met EITHER by R 19 cavity insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as.unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must weer the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.la NOTES: a)Glazing areas and U-values are maximum acceptable levels.Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 I ' RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $ 50.00 Change of Contractor/Builder $ 25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= , 1-� -x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x .0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x .0041= ACCESSORY STRUCTURE>120 sq. ft. >120 sf-500 sf $ 35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 r Affidavit of Substantial Financial Interest L",tyio-T:1 of f LIMA-' NO4v 4 , on oath depose and state as follows: i 1. 1 am an applicant for a building permit for the property located at Ma,r-) , Parcel IbQ `\, . The address of the property is Jp5 L vrT" dLep 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 qAr/O G , the following individuals or entities have had a 1% or greater legal or equitafble interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve. months, from today's date, which is �Z'S , I have had 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. 6. Within the last ten days, 1"have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted a building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received D building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this _ day of , 200_. 2001-0050/affin 1 0/LOTTERY/AFFIDAVIT Town of Barnstable Regulatory Services - `'�• ' 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 PLAN REVIEW e Owner: JoH?J R, L'q\)e12'T .Y Map/Parcel: 45 �Z � Project Address 2 PWC Builder: �- CT. The following items were noted on reviewing: /V EC-A i5N 6.1 AJ-6E R UJ /1V-F0IC YyXif770O�J, 0AJ 41,L Mc-;" CNCTin ac�pe &- /t1Fa P-qA n-'lo,J NJ A LL ST8-C—L- Lk Se:-� I rN F R A M I Q& -14A tMWta-8 �V im co,,Qzc.3S G I�>;Q�� 12� �1U EX K1 y1tiA[� ) r� l'�) SE C o N D STo l2 Y a(�Lc-G 1 e S 4e wri ©1V 46?_ A L- loes wo-r diomgr2 &u4wtict e oiv PiA, X3 A :SZ 54cupS C—GKS• 53 �tco�s 1��r_(G E 2 s us 1 _ QLt-IA--SE- QLARIFti ins Reviewed by: < Akr-L Date: D Q:Fornls:Plnrvw I . is i 09-30--2004 3=39 Otif a=174S6!5 BAkNSTABLE LAN[ -COURT REGISTRY �^ I QUITCLAIM DEED ! We, D-XVID 13. KELLEY and Street, Melrose MassachusettsANE A. RELLEY both of 65 Cochrane 02176, for consideration and in full consideration of $769 000, 00 paid ! GRANT TO: JORN R. LAVERTY of: 205 Little River Road Cotuit, Barnstable County, Massachusetts 02635 ' WITH QUITCLAIM COVENANTS, the land, ibuildings thereon, situated at 205 Little together with the I: - River Road, Barnstable (Cotizit) , Barnstable County, Massachusetts the hereinafter mentioned plan, described as fo 02635 6o s: as shown on LOTS 3-and 4-as shown on Land Court Plan: 17287-C. So much of said land, as is included within the limits of said Way on the north, is subject to the rights 01 all persons lawfully entitled thereto in and over the same. '' There is appurtenant 4to said Land rights, as s' f release given . b� . g e Earth in a the Co-operative Sank to Frieda H. Landers dated January 1 20,.. 1940; duly recorded in Book 562, Page and in a deed given by said .1anders to 'Kenneth C. Bell e ux. dated February• 2, 1940, dulyre t I �+ corded in Book 562, Page 384 . The above premises._ are conveyed subject to and with the benefit of any and ..all rights, rights of way,, easements, reservations and restrictions of record insofar as -the !; be in force and applicable. same may. For our tic- e, see Certificate' of Title No. - 150053. WITNESS our hands and seals this 2004 day of September, II David B. .Kellev r 6FFtcis or ; ' ne A. Kelley/ L MOUTH ROAD iUtTE 10 i I' � . TILL&�102632 i i I F THE COMMONWEALTH OF MASSACHUSETTS t BARNSTABLE, Sc. a l 2004 , Before me, the undersigned- Notary Public, personally - appeared David B. Kelley and Jane A. Kelley, proved. to me +; through satisfactory_ evidence of identification, which were tdrivrs licenses, to be the persons whose name ' are signed on ; the preceding or attached document, and ackngwledged to that jthey signed it voluntarily for its 'stated o P. Ii o Pu i c Theodore A. Schilling I , My commission expires: November 21, 2008 A. t -A:\Relley.dd.doe Z.�.1 �0 Cpl. 0 50 <; Of ,. ; . �raaaa►a if I r c 1 I , . Y �DpIHE ram, Town of Barnstable Regulatory Services RAM STABLE, : Thomas F.Geiler,Director 9 MASS. i639. Building Divigion '°Ten N1 P�p Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION (' Please Print DATE: 1 JOB LOCATION: 2®� C 1 T-ram k 111 tl� number street.— village �^ ..HOMEOWNER"_J%kr,� -S "W�� - � � 4 �V�'),�I S3C7 name (U� home phone#n work phone# CURRENT MAILING ADDRESS:_ ,`!� EMS �.yILJ city/to state zip code The current exemption for"homeowners"was extended to include owner-occl)ied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as 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-familydwelling,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 o Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. , HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner'performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons.-In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the_last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:fomis:homeexempt IL April 26, 2006 Mr. Tom Perry Building Coinn issiuner Town of Barnstable 200 Main �treJt Hyannis, MA 02601 Dear Mr. Perry, As discussed —;- our meetmg.April i9,24006,1 am attar d'mi g tdd�ia`a leer advng 6ijLih aa3y building perm�itt application. We `pr�opq{ose to build a three bedroom main dwelling next to our exd.tung carriage`o4dilV. 11`e will r tt v2S3g did tlle'V4EYL iage 21oF se dur.i..'yC LLJ?-ri_JVRjnn and plan to take out kitchen in carriage house before taking occupancy in the main house, thus making the carriage house subservient to main structure. Also,t1he pdoi plad .ineiiu:^vs,a.pool plan an find°iiied ba semem plan which may or may not be constructed after completion of main dwelling. Please call me with any questions at(508)221-5351. Thank you for your time in this matter. Sincerely, V"'ll—, John R. Laverty - - ... .r.;t:".., 'ga ..9'r. #: .-u�7xYgFr•a'I'_";�{.�'gd,.4 r..,�� s.,.._ .aC. d�. SUBDIVISION PLAN OF LAND IN BARNSTABLE 1742467 BSC/Cape Cod Survey Consultants, Surveyors August 14, 1987 g H •� o i ` q a 5ry a i dACA 1-4978E !f' u+ % 101.6 ,Inn0 WA, Y1 i! ,ok. W E \\ 301/8 aNw N t� ol 6 2 10 o Nh w �d ) ) 61,539'30rw 0" 468 •04 1 � o !j_ 396.t o / e ; I `4 _-�_ 453+ 4 ? 390 t - Q -. 54°w o( l S 89'23' b y de 4 l N B4/237"W i Q 03 C.Q C 203 CoF/ire I I - `` � J � 0 Sluigis Renee L onyy /N 77 16 58 h, 2 Subdivision of Port of LotC and Lot / Shown on Plans 17287A and 172878 Filed with Cert . of Title Nos. 5726 and 99/58 Registry District of Barnstable County ' Abutters are shown as Separate certificates of title may be issued for land on original decree plan. shown hereon as Lots 3 tnrouyn ro _ — _ _ _ _ Copy of part of plan By the COurt. filed in LAND REGISTRA TION OFFICE 1 FEB. 11,_1988 _ _FE_B. 11._19_8_8 — � ��= J — Scale of this plan 200 feet to an inch He roar.ST. KM 106 Louis A. Moore,•Engineer for court //��" �� 1 , iv. .-..:+"Pal/ 5•`,. - .'. . '"' - IN - �I�t1�T C� C The Hanover Insurance Company ❑ Massachusetts Bay Insurance Company Worcester, MA 01605 { `Bond No.BLN'1756479 LICENSE.OR PERMIT BOND KNOW ALL MEN BY THESE PRESENTS, that we, JOHN R. LAVERTY 205 LITTLE RIVER. ROAD of .COTUIT MA 02.635 as Principal, and ®The Hanover Insurance Company,(A New Hampshire Corporation) OMassachusetts Bay Insurance Company(A New Hampshire Corporation).as Surety,are held and firmly bound unto THE TOWN OF BARNSTABLE MASSACHUSETTS, as Obligee; in the penal sum of FIVE THOUSAND ($5 ;000) Dollars, good and lawful money of the United States, for the payment of which sum..well and truly-to be made, we bind ourselves, and our heirs, executors administrators,jointly and severally,firmly by these presents. WHEREAS the said Principal has applied to said Obligee for a license to. :OPEN AND�IOR,OCCUPY.`A _ _PUBLIC WAY LOCATED AT .205 LITTLE R ,VEtt, _RQ�1?; CO.T(J�T.MA .Q.2`635. . . NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is, issued,then this obligation shall be void; otherwise to be and remain in full force and,virtue. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and.renewals thereof, issued to the principal above named, or until ten days after receipt b the Y Obligee of.a written notice signed by such Surety,or its authorized agent,stating that the liability of.such Surety is thereby terminated and canceled; and provided further; that nothing herein shalt affect any.rights'or liabilities which shall have - accrued under this bond prior to the dateof such termination. Signed,_sealed and dated the: 25TH day of APRIL m:920.0.6 . . . . . . Jo R I aver.ty Principal (seal) By.. ... . ._. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ❑ MASSACHUSETTS BAY INSURANCE COMPANY OV R INSURANCE COMPANY By:. . . .. Form 14;-0761( ) J n` :J cSh ra Attorney-in-Fact' Certified Copy Void Without Hanover Watermark This Power of Attorney may not be used to execute any bond with an inception date after October 1,2007 QZ; THE HANOVER INSURANCE COMPANY • MASSACHUSETTS BAY INSURANCE COMPANY z CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS:That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint Timothy K. Lovelette and/or John J.McShera of West Yarmouth,MA and each is a true and lawful Attorney(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf, and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances,undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States,not to exceed Two Hundred Fifty Thousand and No/100($250,000)in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons." (Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14,1982—Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by a Vice President and an Assistant Vice President,this 13th day of April,2006. �I III I Ir i� THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY �� ••••�:�,• �� I ,g r:�O� CITIZENS INSURANCE COMPANY OF AMERICA 0 �019�2 13= 1 1 11074 •,•�cgy � Richard M.Van nburg Vice President HA •.L Paul F.-Cadeo,Assistant vice President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )Ss. On this 13th day of April 2006, before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. a"Pok 1� 1 I wcamOU"mE�awtai htoFBry Public My commission expires on November 3,2011 I, the undersigned Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of.the Board of Directors of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14, 1982 Massachusetts Bay Insurance Company;Adopted September 7,2001 - Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this day of 20 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA C"_ V a Charles T. Wells, Assistant Vice President Certified Copy Void Without Hanover Watermark r '� r�a -- _ - *_ - ��q r.ly��\�, � gal� �e��..��;,5• \ .` -� � �-,� A rv ,1- r :.I n ��'n !?r_a �i i�i-_s• �i LL:� � _ ,� •..,. ti �y. I M. �, irll■n f � �S'Yw'm"�ifr ,, '�t .■fn® ®- '� �!:w e u��1 r �mm,��!!�'��)) ,,,, �- '._"ermwiii■il_iTiiiw'' ..... __ ._—— _ ..sl��.'..�'!°_/ - ~. F'—e,- -•c r,..:.'.'.�' ;Im� - - a:l,l _ -- - o md"ide�ili� °;� l W� I� ..1� � r�l n 1 u �±w�. _. �7,'cm n. .rr vial;;er�"� 1 •I I'�.Lm.:1 '1 I - �:. I _ � p._ �' '�. nrm 17 I�. �I� -,I1 ��. �1�1■.MYfi�l rfSs �• � � i IYf�d Oi�i 1 iY�W� �I �l �� .�i 'I �� rlNm■Iw■O i,m _ I�®tl um jYj � s�r_ri��w - � � L. I� � .� ��1. N=_._.._ 0c- — .. � m. ..d h:%fr �.rF ■r ma .rug - III- � I :N- � m�.r� — --'.��.- :.�'i� � y �IiE_A�i.® �-1��1�� om 6oc®,.w■.anl.,er � — � s � 1 r�� s � ��y�f .,al f■or —_ _ � ®Iw Ina r r f � I •� - �: ��D OMy� ��■diiiGdf�i utL��o� "Vq� � !�+CLLQ' ^ 6 r 5 � EIi� 1 3 4,r r s:a. trw i�� - '� gam"+`� Uf �tI �i sils� � ® � � •� 4 '''+,��1iF��1 t1 _n �I 1 f _ m • � w o 4 IF cri -- -- — -- -- — --- -- -- 0 '� Lip JT00 r1Md-� wfLE /1DiU5TN:t f_ _ ti p / o i � HALF $nrn/LAUh1DF:v � I 0' W 5 b" U3 �9 i ttV6K RACK f - I e sTer Lf, q I ? 0+� a" Cam' 07 08 — � J 9 0 2' 4` �' j o E W pp LAN '�rl S64 6RG' 5P o � �16 I 29/03 A WED 06:49 FAX 7816652470 D&v1'ff B."Kb11ev Z001 -J, o . . . e (8).1978-556-3401 Tax • i . e Fmc 'lip: Building inspector,Buddy Martin From: David S.Kelley Fax: NS-79t1.62W Pages: Phonea 781-b6-2M, Date- March 29,2000 Re: 206 Little sliver Rd Cotuit CC: Urgent a For Review ❑ Plsase Comment Please Reply O Plea"Recycle ®Cemmea4ss llllr- IYlartin, • . Per your Instructions, i have revised my building plans to include a second meant, of egress through the first floor mechanical room, i wW tali later today to confirm that this design meets your expectations. Thank you for your assistance. David Kelley 205 Little River Road Cotult ° - �Fc-�rro uae� wosw r.a On rw ra a w m a,a�Ta ® u y aa� �. , - e_n -------------------------------------------- -------------------------------------------- raaawnx�ma,m. sIDE/EAST fl.EVAnLN - IfMGR1T1 H.EVATION xwe r>•re yve y LIST Qr ALTI LNATES <tirwwe rra t wax.w,imcr�b Im rmem ror.a Inve sYsro. . _ } uea.ae%a wave row mre lea amnu Haar sane. 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K Mlaq!Sw2 TO X DROYC Ir.l.q fKC4t CGLI.I rK[R'G MM T Wa31i i a w aOLY TO TAe a1011!}am Vp eel.l�aC MlgT �— ❑❑ } u ual aaae TO nx me rILLY louzrrae sett. ® ® a n u mesm rmm�s.o macs m aaele rK rn.i a ru ellesea ew.s ro Iam12 ae uwr ta.w.w rw wm a waa,a sn.a:ura vac. cam aY awe. � 6�fd 6 Md 0.0.a WrdN,S•IKeI[llT6 roa5 WT81p4gG NmYiI MR! n Q B�Qd rm.0SM im.•RA I [aR a.Vl! D.Y81M LL R®B ia111 aeaet Melt TO.6r.LLAlpl II o � II II _ ----------------------------------- ----- � a - -- --------------------------------M eearwa,w,lac, 51DE/YNEST H.EVATION ` � rzEaQ Asa lfr+�nnoN usr cF oluwlNf�s Film, MIS, . 1 a> l i PI FGTRIGAL NOTES �1. Iz IWV W PA•6 U1tlr dnq!P • I1G tMiWk HLC(RYA CUR.tae6v11RIT9 6PGfNYA CUR AV $ AIIfQI �JML TC Ip.I ttMb,lWSA(.Igl - �.�AtG BtYL d:1EaGiod CY M 6GiFIGtM � a-wAY amUt Ma Ave r°o re wsrum yr*e i�`wriMHB� �' y. rM arm . db vaio cur ., w°`iewrrv�ann wrewv�e,w,o w/ coast Wzo ro°`Y.aR�.ae""o` ¢. trnr r<nue m AD. .M w g_ e --- � OD aaa t o.Qo eMwe mn a+eat I I I - L --- -------------- ----J LI-------------------- — „d pp - � 2 �sP M101 Y6 C} a Urlll PI•IX FUV Wt`.6ARA6E Fl ffMIG PLAN ` w 5El,OND aam BFITRIG RAN ...i waa war.waas Town of Barnstable Building Department - 200 Main Street sARNSMBLE, = Hyannis, MA 02601 MASS 9� 1639. , (508) 862-4038 Certif icate of Occupancy Application Number: 20060521 CO Number: 20070242 Parcel ID: 054002004 CO Issue Date: 10122/07 Location: 205 LITTLE RIVER ROAD Zoning Classification: RESIDENCE F DISTRICT Village: COTUIT Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: �0 za o Building Department Signature Date Signed C- mot , TOWN OF BARNSTABLE Building Application Ref: 20060521 BARNSTABLE. + Issue Date: 05/15/06 Permit 9 MASS �A i639• ♦ Applicant: LAVERTY�JOHN R .Permit Number: B 20060154 Proposed Use: Expiration Date: 11/12/06 Location 205 LITTLE RIVER ROAD Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 054002004 Permit Fee$ 1,324.30 Contractor PROPERTY OWNER Village COTUIT App Fee$ 100.00 License Num OWNER Est Construction Cost$ 323,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 3 BEDROOM DWELLING. KITCHEN ABOVE CARRIAGE HOUS THIS CARD MUST BE KEPT POSTED UNTIL FINAL REMOVED PRIOR TO OCCUPANCY OF NEW HOUSE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LAVERTY,]OHN R BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P 0 BOX 200 INSPECTION HAS BEEN MADE. W HYANNISPORT, MA 02672 Application Entered by: DB Buil ding.Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY°ANY STREET,ALL, OR SIDEWALK OR-ANY PARTTHEREOF=EITHER TEMPORARILYOR"PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY:GRADES AS WELL AS DEPTH AND LOCATION OF,P.UBLIC SEWERS MAY;BE:OBTAINED FROM THE DEPARTMENT,OF PUBLIC WORK& THE ISSUANCE OETHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIV-ISION,RE$TRIGTIONS ' MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: I.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). - 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ► 6 11 1 511 BU O sINSP TI N PPROVA S PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS _ . 1:t3f`'.��J--JIG' 1�v� ��- . 1 s l✓' O 2 ,,el &V, 22 FIN K 2 3 4 Heating Inspection pprovals Engineering Dept Fir C��iO S 2 '8- o d Health t,h ZGam g2DU T \ l ` Town of Barnstable Building Department - 200 Main Street 9 ALE, * Hyannis, MA 02601 1639. .�' (508) 862-4038 Certificate of Occupancy TEMP C00 Application 20060521 CO Number: 20070189 Parcel ID: 054002004 CO Issue Date: 08/23/07 Location: 205 LITTLE RIVER ROAD Zoning Classification: RESIDENCE F DISTRICT Owner: LAVERTY, JOHN R Proposed Use: P 0 BOX 200 W HYANNISPORT, MA 02672 Gen Contractor: PROPERTY OWNER Permit Type: RES TEMP CERT OF OCCUPANCY Comments: TO EXPIRE OCTOBER 23, 2007 ,f 311017 Building Department Signature Date Signed TOWN OF .BARNSTABLE Building Application Ref: 20060521 Permi BARNSTABLE, Issue Date: 05/15/06 t 9 MASS. �ArFD �� Applicant: LAVERTY, JOHN R Permit Number: B 20060154 Proposed Use: Expiration.Date: 11/12/06 E cation 205 LITTLE RIVER ROAD Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 054002004 Permit Fee$ 1,324.30 Contractor PROPERTY OWNER Village COTUIT App Fee$ 100.00 License Num OWNER Est Construction Cost$ 323,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 3 BEDROOM DWELLING. KITCHEN ABOVE CARRIAGE HOUS THIS CARD MUST BE KEPT POSTED UNTIL FINAL REMOVED PRIOR TO OCCUPANCY OF NEW HOUSE I INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LAVERTY,JOHN R BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P 0 BOX 200 INSPECTION HAS BEEN MADE. W HYANNISPORT, MA 02672 Application Entered by: DB Building Permit Issued By: x' `' T.HLS,PERMIT CONVEYS NO`RIGHT TO OCCUPY ANY STREET,'ALLY OR SIDEWALK OR,ANY PART THERI OF;EITHER TEMPORARIL 1.Y OR PERMXNENTLYs ENCROACHEMENTS ON PUBLIC PROPERTY�.NOTSPECIFICALLY PERI4IITTED:UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISpICTION. STREET OR-ALLY GRADES AS WELL AS DEPTH AND`:LOGATION OF PUBLIC:SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIGWORKS THE ISSUANCE OF:'fHI5 PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIOTVS 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 a.142A). ig soon=, i BU JJ G 1NSP TI N PPROVA S PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION.APPROVALS J S ! ! 0 c . r / tNS0I �� r�N 2 2 '_' 2 3 1 Heating Inspection pprovals Engineering Dept Fir q (moo S 2 _ I _ o d Health Cl (� `l 1 U! h G �l 1V- <6 dab rbl PHILBROOK ENGINEERING 107 BEACH STREET Project: LAVERTY Residence DENNIS, MA 02638 Project No: P06-51 1-508-385-8682 Date: 4 June 2007 OUTSIDE DECK DESIGN SIZING AND NOTES Sheet Note Description No. No. ------- ------- --------- ----------- ----------- ---------- ---------- ---------- NOTE --> Generally everything is figured for individual point-to-point spans allowing for 211x 8" framing in flush hangers. All spans are < 1110" NOTE --> Observe orientation of 411x 6" posts so that Simpson AC caps will fit #1 Deck Joists; 21'x 8" PT SYP @ 16" o/c w/ Simpson LUS28z flush hangers #2 Header/Ledger; 211x 10" PT SYP fastened & flashed. CONTINUOUS over the opening.,,- Fasten w/ 2 ea 1/2" lag bolt @ 16" o/c. Set-off building w/ Simpson CPS4 composite post bases between building & ledger #3 Standard Ledgers; 21'x 8" PT SYP fastened & flashed. Fasten w/ 1/2" lag bolts stagger spaced 12" o/c using same Simpson CPS4 base spacers #4 Raise girts to flush location, install Simpson LUS28z on floor joists #5 End Bearing on Retaining Wall; 411x 6" PT SYP in Simpson ABU46 post base w/ 5/8"x 4-1/2" Hilti Kwik-Bolt II #6A Flush Wall Hangers; Simpson HU210-2z #6B Flush Wall Hangers; Simpson HU212-3z #7 Inner Flush Girt; 2/2"x 12" #1 or BTR PT SYP run continuous #8 Outer Flush Girt; 3/2"x 12" #1 or BTR PT SYP run continuous #9 Column/Pier; 4"x 6" PT SYP set in Simpson PB46 post base (wet-set) or Simpson ABU46 post base w/ noted Hilti Kwik-Bolt II. Provide 10" dia. concrete sono-tube w/ 2 ea #4 vertical shear dowels set full depth Provide pairs of Simpson AC4/ACE4 top column caps #10 Band Beam; 2/2"x 12" #1 or BTR PT SYP run continuous #11. RECOMMEND continuous PT ParalLam. This will keep the deck in alignment and make a nice straight edge. 2/2"x 121's will work on the individual spans but will sag w/ time. THEREFORE install 3.5"x 11.875" (rip to 11-1/411) PT ParalLam and provide #12 Lateral Bracing; temporary - install 2"x 6" X-braces w/ center blocks #13 Diagonal Bracing; 5/4"x 6" PT SYP run between house & first beam lines f BOISE' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beaml2nd Floor\D14 BC CALC®9.3 Design Report-US 5 spans No cantilevers 1 0/12 slope Thursday, December 07,2006 08:40 Build 057 File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 2nd Floor\D14 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: 8 9 3 _. 2 8 7 � .�,tt, .N.�si .,,. �.._'? -�.�.,.:c' ,✓2 ,,ate 17 51 � 5 - _w 12-03-00 1 r 0-05-00 03-10-03 04-11-14 14 01-12 BO B1 B2 B3 B4 B5 LL 4685 Ibs LL 12574 Ibs LL 8201 Ibs LL 7016 Ibs LL 11806 Ibs LL 4493 Ibs DL 2269 Ibs DL 7109 Ibs DL 4732 Ibs DL 2093 Ibs DL 5897 Ibs DL 1846 Ibs SL 660 Ibs SL 1930 Ibs SL 1272 Ibs RLL 12 Ibs SL 2124 Ibs SL 731 Ibs Total of Horizontal Design Spans=45-07-13 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 D5 plf Unf. Lin. (plf) Left 00-00-00 45-07-13 291 173 129 n/a 2 D10 plf Unf. Lin. (plf) Left 00-00-00 13-11-04 556 240 n/a 3 D11 plf Unf. Lin. (plf) Left 13-11-04 19-02-00 562 254 17 n/a 4 floor Unf.Area(psf) Left 19-02-00 22-08-00 40 10 02-03-00 5 stairs Unf.Area(psf) Left 22-08-00 26-06-00 40 10 06-00-00 6 D11 plf Unf. Lin. (plo Left 26-06-00 31-08-00 562 254 17 n/a 7 floor Unf.Area(psf) Left 31-08-00 45-07-13 40 10 09-00-00 8 D13 Conc. Pt. (Ibs) Left 04-09-12 04-09-12 490 486 76 n/a 9 D13 Conc. Pt. (Ibs) Left 13-11-04 13-11-04 490 486 76 n/a 10 D9 Conc. Pt. (Ibs) Left 19-02-00 19-02-00 477 842 68 n/a 11 D9 Conc. Pt. (Ibs) Left 26-08-00 26-08-00 477 842 68 n/a 12 D13 Conc. Pt. (Ibs) Left 31-08-00 31-08-00 490 486 76 n/a 13 D13 Conc. Pt. (Ibs) Left 40-11-04 40-11-04 490 486 76 n/a 14 D6 Conc. Pt. (Ibs) Left 19-01-14 19-01-14 1098 1180 n/a 15 D6 Conc. Pt. (Ibs) Left 26-06-02 26-06-02 2659 2889 n/a 16 D6 Conc. Pt. (Ibs) Right 00-00-00 00-00-00 492 0 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 18672 ft-Ibs 58.5% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -22325 ft-Ibs 70.0% 100% 18 1 -Right be verified by anyone who would rely on End Shear 5597 Ibs 47.3% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 8580 Ibs 72.4% 100% 18 1 -Right particular application.Output here based Total Load Defl. U436(0.389") 55.0% 13 5 on building code-accepted design Live Load Defl. U603(0.281") 59.7% 13 5 properties and analysis methods. Installation of BOISE engineered wood Total Neg. Defl -0.045" 9.0% 55 2 products must be in accordance with Max Defl. 0.389" 38.9% 13 5 current Installation Guide and applicable Span/Depth 14.3 n/a 5 building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation. Design meets Code minimum (U240)Total load deflection criteria. BC CALC®,BC FRAMER®,AJS-, Design meets Code minimum(U360) Live load deflection criteria. ALLJOISTO, BC RIM BOARD-,BCI®, Design meets arbitrary(1") Maximum load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Minimum bearing length for BO is 1-7/8". PLUS®,VERSA-RIM®, Minimum bearing length for B1 is 5-1/2". VERSA-STRAND®,VERSA-STUD®are Minimum bearing length for B2 is 3-5/8". trademarks of Boise Wood Products, Minimum bearing length for B3 is 3". L.L.C. Minimum bearing length for B4 is 5". Minimum bearing length for B5 is 1-3/4". Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 ' BOESE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor EeamUnd Floor\D14 BC CALC®9.3 Design Report-US 5 spans No cantilevers 1 0/12 slope Thursday, December 07,2006 08:40 Build 057 File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 2nd Floor\D14 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' A Designer: Customer: Company: She le Wood Products Shepley Code reports: ESR-1040 Misc: Connection Diagram Disclosure tb d Completeness and accuracy of input must be verified by anyone who would rely on a . . • j output as evidence of suitability for particular application.Output here based c j on building code-accepted design properties and analysis methods. • 1 • Installation of BOISE engineered wood e :"' 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" e minimum= 3" BC CALC®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARD-,BCIO, Connection design assumes point load is'top-loaded'. For connection design of side-loaded'point loads, BOISE GLULAMTM,SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAW,VERSA-RIM Member has no side loads. PLUS®,VERSA-RIMO,. Concentrated loads are not considered in side load analysis. VERSA-STRAND®,VERSA-STUD®are Connectors are: 16d Common Nails trademarks of Boise Wood Products, L.L.C. - Y Page 2 of 2 Roisw Single 11-7/8" AJSTM 20 MSR Joistl1 st Floor\D1 BC CALC®9.3 Design Report-US 2 spans I No cantilevers 1 0/12 slope Thursday, December 07,2006 08:40 Build 057 16"OCS Repetitive Glued&nailed construction File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 1st Floor\D1 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1144 Misc: 1 wl�� ,_ 11-07-12 14-00-12 80,8-1/4" B1,5-1/4" B2,8-1/4" LL 424 Ibs LL 1027 Ibs LL 352 Ibs DL 98 Ibs DL 257 Ibs DL 68 Ibs Total Horizontal Product Length=31-08-08 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 31-08-08 40 10 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1730 ft-Ibs 39.3% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -2013 ft-Ibs 45.7% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 476 Ibs 34.3% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 1254 Ibs 42.8% 100% 1 1 -Right particular application.Output here based Cont. Shear 671 Ibs 45.0% 100% 1 1 -Right on building code-accepted design g properties and analysis methods. Uplift 12 Ibs n/a 14 2-Right Installation of BOISE engineered wood Total Load Defl. U1005 (0.203") 23.9% 14 1 products must be in accordance with Live Load Defl. U1199(0.17") 40.0% 14 1 current Installation Guide and applicable Total Neg. Defl -0.045" 9.0% 14 2 building codes.To obtain Installation Guide Max Defl. 0.203" 20.3% 14 1 or ask questions,please call Span/Depth 17.2 n/a 1 (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM', %Allow %Allow ALLJOISTO,BC RIM BOARD-,BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM',SIMPLE FRAMING BO Wall/Plate 8-1/4"x 2-1/2" 522 Ibs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Beam 5-1/4"x 2-1/2" 1283 Ibs 13.0% n/a Versa-Lam 1.7 PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are B2 Wall/Plate 8-1/4"x 2-1/2" 420 Ibs n/a n/a Unspecified trademarks of Boise Wood Products, L.L.C. Notes 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. Page 1 of 1 moil " Single 11-7/8" AJSTM 20 MSR Joistl1st Floor= BC CALCO 9.3 Design Report-US 1 span I No cantilevers 0/12 slope Thursday, December 07,2006 08:40 -Build 057 16"OCS Repetitive I Glued&nailed construction File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 1 st Floor\D2 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1144 Misc: I , 1 14-00-14 BO,2-5/8" B1,8-1/4" LL 363 Ibs LL 388 Ibs DL 91 Ibs DL 97 Ibs Total Horizontal Product Length=14-00-14 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 14-00-14 40 10 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1472 ft-Ibs 33.5% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 439 Ibs 38.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1271 (0.126") 18.9% 1 1 output as evidence of suitability for Live Load Defl. U1589(0.1") 30.2% 1 1 particular application.Output here based Max Defl. 0.126" 12.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 13.4 n/a 1 r 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 Beam 2-5/8"x 2-1/2" 453 Ibs 9.2% n/a Versa-Lam 1.7 or ask questions,please can B1 Wall/Plate 8-1/4"x 2-1/2" 485 Ibs n/a n/a Unspecified (800)232 0788 before installation. BC CALCO, BC FRAMER@,AJSM Notes ALLJOISTO,BC RIM BOARD-,BCI@, BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets User specified (U480) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. P Page 1 of 1 uoisw Single 11-7/8" AJSTM 20 MSR Joistl1st Floor= BC CALC®9.3 Design Report-US 2 spans I Right cantilever 1 0/12 slope Thursday, December 07,2006 08:40 •Build 057 16"OCS Repetitive I Glued&nailed construction File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 1 st Floor\D3 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma ' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1144 Misc: n I11 ! 1 � :12 a fZIP- 6 08-02-00 02-02-14 BO B1, 10" LL 218 Ibs . LL 354 Ibs DL 5 Ibs DL 301 Ibs SL 178lbs Total Horizontal Product Length=10-04-14 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 10-04-14 40 10 16" 2 wall Conc. Lin. (plf) Right 00-00-00 00-00-00 0 80 16" 3 Low roof Conc. Lin. (plf) Right 00-00-00 00-00-00 45 105 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 371 ft-Ibs 8.4% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -854 ft-Ibs 16.9% 115% 15 1 -Right be verified by anyone who would rely on End Reaction 222 Ibs 19.4% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 777 Ibs 23.1% 115% 2 2-Left particular application.Output here based Cont. Shear 428 Ibs 25.0% 115% 2 2-Left on building code-accepted design properties and analysis methods. Uplift 50 Ibs n/a 15 1 Left Installation of BOISE engineered wood Total Load Defl. 2xU1538(0.035") 11.7% 15 2-Cantilever products must be in accordance with Live Load Defl. 2xU2744(0.02") 8.7% 15 2-Cantilever current Installation Guide and applicable Total Neg. Defl. -0.011" 2.2% 15 1 building codes.To obtain Installation Guide Max Defl. 0.035" 3.5% 15 2—Cantilever or ask questions,please call Span/Depth 8.3 n/a 1 (800)232-0788 before installation. BC CALC®, BC'FRAMERS,AJSTM, %Allow %Allow ALLJOISTO,BC RIM BOARD-,BCIO, Bearing Supports Dim.(L x W) Value .Support Member Material BOISE GLULAMTM,SIMPLE FRAMING BO Hanger Load 2"x 2-1/2" 222 Ibs 18.7% n/a IUT312 SYSTEM®,VERSA-LAM®,VERSA-RIM BO Hanger Uplift 2"x 2-1/2" 50 Ibs 26.4% n/a IUT312 PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are B1 Wall/Plate 10"x 2-1/2" 833 Ibs n/a n/a Unspecified trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 50 Ibs found at span 1 -Left. Header for the hanger IUT312 at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM®3100 SP. Hanger IUT312 requires 10 10d face nails, 2 10d x 1-1/2"joist nails. Design assumes Top and Bottom flanges to be restrained at cantilever. Notes Design meets Code minimum(2xU180)Total load deflection criteria. Design meets Code minimum(2xU240) Live load deflection criteria. Design meets arbitrary(I") Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 noises Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamAst FloorlD4 BC CALC@ 9.3 Design Report-US 1 span No cantilevers. 0/12 slope Thursday, December 07,2006 08:40 Build 057 File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 1st Floor\D4 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: y. "5n W� ��.a ..�*?. „� 17-10-00 BO,9" LL 5053 Ibs 131,9" DL 1448 Ibs LL 5053 Ibs DL 1448 Ibs Total Horizontal Product Length=17-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 17-10-00 40 10 14-02-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 24684 ft-Ibs 56.7% 100% 1 1 -Internal Completeness and accuracy of input must End Shear o 0 5103 Ibs 36.5/0 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U394(0.501") 60.9% 1 1 output as evidence of suitability for Live Load Defl. U507(0.39") 71.0% 1 1 particular application.Output here based Max Defl. 0.501" 50.1% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 14.1 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 Wall/Plate 9"x 5-1/4" 6500 Ibs n/a 18.3% Unspecified or ask questions,please call B1 Wall/Plate 9"x 5-1/4" 6500 Ibs n/a 18.3% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER@,AJSM Notes ALLJOIST@, BC RIM BOARD-,BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMI- SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d- a U O c e o 7' a minimum=2" c= 10" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 noisE" Single 11-7/8" BCI® 60s-2.0 SP Joist\2nd Floor\D10 BC CALC®9.3 Design Report-US 1 span I No cantilevers 1 0/12 slope Thursday, December 07,2006 08:40 Build 057 16"OCS I Non-Repetitive I Glued&nailed construction File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 2nd Floor1D10 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1336 Misc: 3 2 r 17-05-12 BO,4-3/8" B1 LL 550 Ibs LL 742 Ibs DL 174 Ibs DL 319 Ibs Total Horizontal Product Length=17-05-12 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 17-05-12 40 10 16" 2 wall Conc. Lin. (plf) Left 13-10-00 13-10-00 0 60 16" 3 attic Conc. Lin. (plf) Left 13-10-00 13-10-00 270 135 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3722 ft-Ibs 59.7% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 1061 Ibs 86.6% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U484 (0.426") 49.6% 1 1 output as evidence of suitability for Live Load Defl. U670(0.308") 71.7% 1 1 particular application.Output here based Max Defl. 0.426" 42.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 17.4 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 Wall/Plate 4-3/8"x 2-5/16" 724 Ibs n/a n/a Unspecified or ask questions,please call B1 Hanger Load 2"x 2-5/16" 1061 Ibs 89.2% n/a IUT3512 (800)232-0788 before installation. BC CALC®, BC FRAMER®,AJS- Cautions ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAM- SIMPLE FRAMING Header for the hanger IUT3512 at B1 is a Triple 1-3/4"x 11-7/8"VERSA-LAM(g)2.0 3100 SP. SYSTEM®,VERSA-LAM®,VERSA-RIM Hanger IUT3512 requires 10 10d face nails, 2 10d x 1-1/2"joist nails. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum (U240)Total load deflection criteria L.L.C. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 -80iSE- Single 11-7/8" BCI® 90s-2.0 SP Joistl2nd Floor\D11 BC CALC®9.3 Design Report-US 1 span I No cantilevers 0/12 slope Thursday, December 07,2006 08:40 Build 057 12"OCS Non-Repetitive Glued&nailed construction File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 2nd Floor\D11 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1336 Misc: g4 5 3 2 "Oil� t _ bps J -� � •7 3h" � 17-05-12 BO,4-3/8" 61 LL 537 Ibs LL 562 Ibs DL 471 Ibs DL 254 Ibs SL 403 Ibs SL 17 Ibs Total Horizontal Product Length=17-05-12 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 17-05-12 40 10 12" 2 dormer Conc. Lin. (plf) Left 01-00-00 01-00-00 0 80 12" 3 attic Conc. Lin. (plf) Left 01-00-00 01-00-00 130 65 12" 4 Roof Conc. Lin. (plf) Left 01-00-00 01-00-00 210 420 12" 5 wall Conc. Lin. (plf) Left 13-10-00 13-10-00 0 60 12" 6 attic Conc. Lin. (plf) Left 13-10-00 13-10-00 270 135 12" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2928 ft-Ibs 30.7% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 1392 Ibs 63.7% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U764(0.27") 31.4% 13 1 output as evidence of suitability for Live Load Defl. U1076 (0.192") 44.6% 13 1 particular application.Output here based Max Defl. 0.27" 27.0% 13 1 on building code-accepted design properties and analysis methods. Span/Depth 17.4 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 Wall/Plate 4-3/8"x 3-1/2" 1411 Ibs n/a n/a Unspecified ask questions,please call (8 131 Hanger Load 2"x 3-1/2" 833 Ibs 70.0% n/a IUT412 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Cautions ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAM- SIMPLE FRAMING Header for the hanger IUT412 at 131 is a Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP. SYSTEM®,VERSA-LAM®,VERSA-RIM Hanger IUT412 requires 10 10d face nails, 2 10d x 1-1/2"joist nails. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 80iSE~ Double 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Floor Beaml2nd Floor\D13 BC CALC®9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Thursday, December 07,2006 08:40 .Build 057 File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 2nd Floor\D13 Address: 205 Little River Rd Specifier: be City State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: 5 4 3 s .r 17-05-12 BO,4-3/8" LL 1259 lbs 81 DL 2248 Ibs LL 4 Ibs SL 1956 Ibs DL 486 Ibs SL 76 Ibs Total Horizontal Product Length=17-05-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 17-05-12 40 10 01-04-00 2 wall Unf. Lin. (plf) Left 00-00-00 09-10-14 0 80 n/a 3 ceiling dormer Unf.Area(psf) Left 00-00-00 01-00-00 5 10 04-09-00 4 roof dormer Unf.Area (psf) Left 00-00-00 01-00-00 15 30 04-09-00 5 D12 Conc. Pt. (Ibs) Left 01-00-00 01-00-00 793 1385 1890 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5601 ft-Ibs 26.3% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 3507 Ibs . 38.6% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U597 (0.345") 40.2% 2 1 output as evidence of suitability for Live Load Defl. U1230(0.168") 29.3% 2 1 particular application.Output here based Max Defl. 0.345" 34.5% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 17.4 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 Wall/Plate 4-3/8"x 3-1/2" 5463 Ibs n/a 47.6% Unspecified or ask questions,please call B1 Hanger Load 3"x 3-1/2" 1052 Ibs 22.8% 13.4% HHUS410 (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Cautions ALLJOISTO,BC RIM BOARD-,BCIG, Header for the hanger HHUS410 at B1 is a Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 BOISE GLULAM- SIMPLE FRAMINGSYSTEM®,VERSA-LAM®,VERSA-RIM SP. PLUS®,VERSA-RIM®, Hanger HHUS410 requires 30 10d face nails, 10 10d joist nails. VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, Notes L.L.C. 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. Hanger Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 BOiSE" Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor1D13 BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, December 07,2006 08:40 ,Build 057 File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 2nd Floor\D13 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must a I be verified by anyone who would rely on output as evidence of suitability for particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • 7 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" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ST®,BC BC CALC®,BC FRAMER ALLJORIM BOARD-, B please consult a technical representative or professional of Record. OISE CI®, B Member has no side loads. OISE GLULAMT SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are: 16d Common Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 BO�SE" Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor1D14 BC CALCO 9.3 Design Report-US 5 spans No cantilevers 0/12 slope Thursday, December 07,2006 08:40 Build 057 File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 2nd Floor\D14 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: I_ 6 s 2 31 111 1617 ONE� a 12-03-00 10-05-00 03-10-03 A 04-11-14 A 14-01-12 60 B1 B2 63 B4 B5 LL 4685 Ibs LL 12574 Ibs LL 8201 Ibs LL 7016 Ibs LL 11806 Ibs LL 4493 Ibs DL 2269 Ibs DL 7109 Ibs DL 4732 Ibs .DL 2093 Ibs DL 5897 Ibs DL 1846 Ibs SL 660 Ibs SL 1930 Ibs SL 1272 Ibs RLL 12 Ibs SL 2124 Ibs SL 731 Ibs Total of Horizontal Design Spans=45-07-13 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 D5 plf Unf. Lin. (plf) Left 00-00-00 45-07-13 291 173 129 n/a 2 D10 plf Unf. Lin. (plf) Left 00-00-00 13-11-04 556 240 n/a 3 D11 plf Unf. Lin. (plf) Left 13-11-04 19-02-00 562 254 17 n/a 4 floor Unf.Area(psf) Left 19-02-00 22-08-00 40 10 02-03-00 5 stairs Unf.Area(psf) Left 22-08-00 26-06-00 40 10 06-00-00 6 D11 plf Unf. Lin. (plf) Left 26-06-00 31-08-00 562 254 17 n/a 7 floor Unf.Area(psf) Left 31-08-00 45-07-13 40 10 09-00-00 8 013 Conc. Pt. (Ibs) Left 04-09-12 04-09-12 490 486 76 n/a 9 D13 Conc. Pt. (Ibs) Left 13-11-04 13-11-04 490 486 76 n/a 10 D9 Conc. Pt. (Ibs) Left 19-02-00 19-02-00 477 842 68 n/a 11 D9 Conc. Pt. (Ibs) Left 26-08-00 26-08-00 477 842 68 n/a 12 D13 Conc. Pt. (Ibs) Left 31-08-00 31-08-00 490 486 76 n/a 13 D13 Conc. Pt. (Ibs) Left 40-11-04 40-11-04 490 486 76 n/a 14 D6 Conc. Pt. (Ibs) Left 19-01-14 19-01-14 1098 1180 n/a 15 D6 Conc. Pt. (Ibs) Left 26-06-02 26-06-02 2659 2889 n/a 16 D6 Conc. Pt. (Ibs) Right 00-00-00 00-00-00 492 0 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 18672 ft-Ibs 58.5% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -22325 ft-Ibs 70.0% 100% 18 1 -Right be verified by anyone who would rely on End Shear 5597 Ibs 47.3% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 8580 Ibs 72.4% 100% 18 1 -Right particular application.Output here based Total Load Defl. U436(0.389") 55.0% 13 5 on building code-accepted design properties and analysis methods. Live Load Defl. U603(0.281") 59.7% 13 5 Installation of BOISE engineered wood Total Neg. Defl. -0.045" 9.0% 55 2 products must be in accordance with Max Defl. 0.389" 38.9% 13 5 current Installation Guide and applicable Span/Depth 14.3 n/a 5 building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. Notes Design meets Code minimum(U240)Total load deflection criteria. BC CALCO,BC FRAMER@,AJSTM Design meets Code minimum(U360) Live load deflection criteria. ALLJOISTO,BC RIM BOARD-,BCIO, meets arbitrary Design 1" Maxi load deflectiiteria. BOISE GLULAMTM SIMPLE FRAMING g ry ( ) mum on criteria. SYSTEMS,VERSA-LAMO,VERSA-RIM Minimum bearing length for BO is 1-7/8". PLUS@,VERSA-RIM@, Minimum bearing length for B1 is 5-1/2". VERSA-STRANDS,VERSA-STUD@ are Minimum bearing length for B2 is 3-5/8". trademarks of Boise Wood Products, Minimum bearing length for B3 is 3". L.L.C. Minimum bearing length for B4 is 5". Minimum bearing length for B5 is 1-3/4". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing + 1/2 intermediate bearing Page 1 of 2 BOiSE' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beaml2nd Floor1D14 BC CALC®9.3 Design Report- US 5 spans No cantilevers 0/12 slope Thursday, December 07,2006 08:40 Build 057 File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 2nd Floor\D14 Address: 205 Little River Rd Specifier: be City State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b r d Completeness and accuracy of input must a be verified by anyone who would rely on • • . output as evidence of suitability for particular application.Output here based c on building code-accepted design properties and analysis methods. • L_—• Installation of BOISE engineered wood e products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2° C=7-7/8" or ask questions,please call (800)232-0788 before installation. b minimum=3" d= 12" e minimum=3" BC CALC®,BC FRAMER®,AJS-, Connection design assumes point load is'top-loaded'. For connection design of'side point loads, ALLJOIST@,BC RIM BOARD TM BCI@, BOISE GLULAM-,SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM®,VERSA-RIM Member has no side loads. PLUS@,VERSA-RIM@, Concentrated loads are not considered in side load analysis. VERSA-STRAND®,VERSA-STUD@ are Connectors are: 16d Common Nails trademarks of Boise Wood Products, L.L.C. Page 2 of 2 BO�SE" Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beaml2nd FloorID15 BC CALC@ 9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Thursday, December 07,2006 08:40 .Build 057 File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 2nd Floor\D15 Address: 205 Little River Rd Specifier: be City State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: I � I 03-06-04 BO LL 147 lbs L 170bs DL 56 lbs L lbs DL 64 lbs Total Horizontal Product Length=03-06-04 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(pso Left 00-00-00 03-06-04 40 10 02-03-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 166 ft-lbs 0.8% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 80 lbs 1.0% 100% 1 1 —Left be verified by anyone who would rely on Total Load Defl. U119879(0") 0.2% 1 1 output as evidence of suitability for Live Load Defl. U165418 (0") 0.2% 1 1 particular application.Output here based Max Defl. 0" n/a 1 1 on building code-accepted design properties and analysis methods. Span/Depth 3.3 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 Hanger Load n/a 203 Ibs n/a n/a Hanger or ask questions,please call B1 ' Post 3-3/4"x 3-1/2" 234 Ibs n/a 2.4% Unspecified (800)232-0788 before installation. BC CALC®, BC FRAMER@,AJST°', Cautions ALLJOIST@, BC RIM BOARD- BCI@, BOISE GLULAMT"' SIMPLE FRAMING Header for the hanger at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP. SYSTEMS,VERSA-LAM@,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDS are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram d a c IT a minimum=2" c=7-7/8" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 noisEry Single 11-7/8" BCI® 6Os-2.0 SP Joist\2nd Floor\D5 BC CALC@ 9.3 Design Report-US 1 span I No cantilevers 0/12 slope Thursday, December 07,2006 08:40 Build 057 16"OCS Non-Repetitive Glued&nailed construction File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 2nd Floor\D5 Address: 205 Little River Rd Specifier: be City State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1336 Misc: 4 3 2 i a .,/• �"%. •�L �.G�,�. ,:Ya�,n�, ...L�,cy7.4 "'� .'�). a§�,��..'��"�n:` ::".. � rN.aa��.�`� �� 13-10-12 BO B1,4-3/8" LL 388 Ibs LL 447 Ibs DL 230 Ibs DL 475 Ibs SL 172 Ibs SL 468 Ibs Total Horizontal Product Length=13-10-12 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 13-10-12 40 10 16" 2 dormer Conc. Lin. (plf) Left 09-11-06 09-11-06 0 80 16" 3 ceiling Conc. Lin. (plf) Left 09-11-06 09-11-06 70 70 16" 4 roof Conc. Lin. (plf) Left 09-11-06 09-11-06 240 480 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4562 ft-Ibs 63.6% 115% 2 1 -Internal Completeness and accuracy of input must End Reaction 1365 Ibs 79.1% 115% 2 1 =Right be verified by anyone who would rely on Total Load Defl. U515(0.317") 46.6% 2 1 output as evidence of suitability for Live Load Defl. L/779(0.21") 61.6% 2 1 . particular application.Output here based Max Defl. 0.317" 31.7% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 13.7 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 Hanger Load 2"x 2-5/16" 790 Ibs 66.4% n/a IUT3512 ask questions,please call (8 B1 Wall/Plate 4-3/8"x 2-5/16" 1389 Ibs n/a n/a Unspecified 00)232-0788 before installation. BC CALC®, BC FRAMER@,AJS-, Cautions ALLJOIST@,BC RIM BOARD-,BCI®, BOISE GLULAM- SIMPLE FRAMING Header for the hanger IUT3512 at BO is a Triple 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SP. SYSTEM@,VERSA-LAM@,VERSA-RIM Hanger IUT3512 requires 10 10d face nails, 2 10d x 1-1/2"joist nails. PLUS@,VERSA-RIM@, Web stiffeners are always required under concentrated loads that exceed 1000 lbs. Install VERSA-STRAND@,VERSA-STUD(@ are the web stiffeners snug to the top of the flange. Follow the nailing schedule for intermediate trademarks of Boise Wood Products, bearings. L.L.C. Notes 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. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 I BOiSE- Single 11-7/8" AJSTm 20 MSR Joist\2nd Floor\D7 BC CALCO 9.3 Design Report-US 1 span I No cantilevers 0/12 slope Thursday, December 07,2006 08:40 Build 057 16"OCS Non-Repetitive I Glued&nailed construction File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 2nd Floor\D7 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1144 Misc: ' I 19-09-12 BO,4-3/8" 61,4-3/8" LL 264 Ibs LL 264 lbs DL 132 Ibs DL 132 Ibs Total Horizontal Product Length=19-09-12 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 19-09-12 20 10 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1845 ft-Ibs 41.9% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 382 Ibs 27.5% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U770(0.299") 31.2% 1 1 output as evidence of suitability for Live Load Defl. U1156(0.199") 41.5% 1 1 particular application.Output here based Max Defl. 0.299" 29.9% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 19.4 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 Wall/Plate 4-3/8"x 2-1/2" 396 Ibs n/a n/a Unspecified or ask questions,please call B1 Wall/Plate 4-3/8"x 2-1/2" 396 Ibs n/a n/a Unspecified (800)232-0788 before installation. BC CALCO, BC FRAMER@,AJS-, Notes ALLJOISTO,BC RIM BOARD- BCIO, Design meets Code minimum (U240)Total load deflection criteria.. BOISE GLULAM-A SIMPLE FRAMING SYSTEM®,VERSA-LAMS,VERSA-RIM Design meets User specified(U480) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. F Page 1 of 1 -BOiSE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd FloorlD8 BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, December 07,2006 08:40 Build 057 File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 2nd Floor\D8 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 4 3 jo 400 EN 07-07-08 80,3-1/2" B1,3-1/2" LL 451 Ibs LL 451 Ibs DL 1440 Ibs DL 1440 Ibs SL 1601 Ibs SL 1601 Ibs Total Horizontal Product Length=07-07-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 07-07-08 40 10 01-04-00 2 dromer Unf. Lin. (plf) Left 00-00-00 07-07-08 0 80 n/a 3 ceiling Unf.Area(psf) Left 00-00-00 07-07-08 10 10 06-06-00 4 roof Unf.Area(psf) Left 00-00-00 07-07-08 15 30 14-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5881 ft-Ibs 36.6% 115% 13 1 -Internal Completeness and accuracy of input must End Shear 2500 Ibs 34.4% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U791 (0.109") 30.3% 2 1 output as evidence of suitability for Live Load Defl. U1346(0.064") 26.7% 2 1 particular application.Output here based Max Defl. 0.109" 10.9% 2 1 on building code-accepted design Span/Depth .1 n 1 properties and analysis methods. 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 Beam 3-1/2"x 3-1/2" 3492 Ibs 38.0% 38.0% Versa-Lam 2.0 ask questions,please call (8 B1 Beam 3-1/2"x 3-1/2" 3492 Ibs 38.0% 38.0% Versa-Lam 2.0 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, Notes ALLJOIST®,BC RIM BOARD-,BCIV, Design meets Code minimum(U BOISE GLULAM-240)Total load deflection criteria. A SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d� a c •� • is a minimum=2" c= 5-1/2" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor\D9 BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, December 07,2006 08:40 Build 057 File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: 2nd Floor\D9 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 wm M � N � r t r 100, .:- "� ON 17-06-14 BO,5-1/2" 131 LL 911 Ibs LL 477 Ibs DL 2195 Ibs DL 842 Ibs SL 1533 Ibs SL 68 Ibs Total Horizontal Product Length=17-06-14 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 17-06-14 40 10 01-04-00 2 wall Unf. Lin. (plf) Left 00-00-00 17-06-14 0 60 n/a 3 D8 Conc. Pt. (Ibs) Left 01-01-12 01-01-12 451 1440 1601 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 6032 ft-Ibs 18.9% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 3364 Ibs 24.7% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U830 (0.248") 28.9% 2 1 output as evidence of suitability for Live Load Defl. U1983(0.104") 18.2% 2 1 particular application.Output here based 0.248" 24.8% 2 1 on building code-accepted design Max Defl. Span/Depth 0.24 n 1 properties and analysis methods. p p 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 Wall/Plate 5-1/2"x 5-1/4" 4639 Ibs n/a 21.4% Unspecified (8 ask questions,please call B1 Hanger Load n/a 1387 lbs Unspecified n/a Hanger 00)232-0788 before installation. BC CALC®, BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD- BCIG, Notes BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary (1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b �— d a o c i e - a minimum=2" c=7-7/8" b minimum=3" d = 12" - e minimum=3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 BoisE" Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel 31D12 BC CALCO 9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, December 07,2006 08:40 Build 057 File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: Level 3012 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: 5 BO,5-1/2" LL 822 Ibs L 93bs l DL 1435 Ibs L DL 1385bs 85 Ibs SL 1958 Ibs SL 1890 Ibs Total Horizontal Product Length=09-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 09-06-00 20 10 08-06-00 2 roof Unf.Area(psf) Left 00-00-00 09-06-00 15 30 13-06-00 Controls Summary Value %Allowable Duration on Load Case Span Location DISCIOSUre Pos. Moment 8584 ft-Ibs 53.5% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 3124 Ibs 43.0% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U438(0.243") 54.8% 2 1 output as evidence of suitability for Live Load Defl. U664(0.16") 54.3% 2 1 particular application.Output here based Max Defl. 0.243" 24.3% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 11.2 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 Wall/Plate 5-1/2"x 3-1/2" 4214 Ibs n/a 29.2% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4069 Ibs n/a 44.3% Unspecified (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Cautions ALLJOISTO BC RIM BOARD-,BCI®, BOISE GLULAM- SIMPLE FRAMING Column at Bearing 61 analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRAND@,VERSA-STUD®are Design meets Code minimum(U240)Total load deflection criteria. trademarks of Boise Wood Products, Design meets Code minimum(U360)Live load deflection criteria. L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram b d a c a minimum=2" c= 5-1/2" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 soiSE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 31D6 BC CALC®9.3 Design Report-US 2 spans No cantilevers 0/12 slope Thursday, December 07,2006 08:40 .Build 057 File Name: Laverty Residence.BCC Job Name: Laverty Residence Description: Level 306 Address: 205 Little River Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: I ..a;.,MvA 19-03-14 07-04-05 BO,5-1/2" B1,3-1/2" B2,5-1/2" LL 1098 Ibs LL 2659 Ibs LL 492 Ibs DL 1180 Ibs DL 2889 Ibs DL 0 Ibs Total Horizontal Product Length=26-08-03 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 26-08-03 10 10 13-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 8328 ft-Ibs 39.1% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -9682 ft-Ibs 45.5% 100% 1 1 -Right be verified by anyone who would rely on End Shear 1870 Ibs 23.7% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 2858 Ibs 36.2% 100% 1 1 -Right particular application.Output here based Uplift 790 Ibs n/a 14 2-Right on building code-accepted design p g properties and analysis methods. Total Load Defl. U489 (0.464") 49.0% 14 1 Installation of BOISE engineered wood Live Load Defl. U1002(0.227") 35.9% 14 1 products must be in accordance with Total Neg. Defl. -0.044" 8.9% 14 2 current Installation Guide and applicable Max Defl. 0.464" 46.4% 14 1 building codes.To obtain Installation Guide Span/Depth 19.1 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJSTm, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO,BC RIM BOARD- BCIO, BO Post 5-1/2"x 3-1/2" 2278 Ibs n/a 15.8% Unspecified BOISE GLULAM- SIMPLE FRAMING B1 Post 3-1/2"x 3-1/2" 5549 Ibs n/a 60.4% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Wall/Plate 5-1/2"x 3-1/2" 492 Ibs n/a 3.4% Unspecified PLUS®,VERSA-RIM®, p VERSA-STRAND®,VERSA-STUDO are trademarks of Boise Wood Products, Cautions L.L.C. Uplift of 790 Ibs found at span 2-Right. Column at Bearing BO analyzed for bearing only,column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes 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. . Connection Diagram b d a c • a minimum=2" c=7-7/8" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 i a i rr• LE6END ' ® Face mllr�aR � O �I On e.Iale lnar n � IfR rClrlrgt f— d n 6NNYN TAB —� �Tql tW ttR —� 6NAIg1 AWOL ra. TP P rglAQAa Ma� TOR M''RR®©N®IMEHB ®�©�� tm. rORM M1MOB « P[ttMw, ce 2 ©I © H Q _ %c10 Mat e ,ertnic svra�pv. � � t�nwat rn xu ds� mal vAwr roce 1 ds�s ds� vaeawrusec Acmes arve ' vwu sRrl asw- Y �t row d,se rP.ama I•IaAUL fa(ilA.1 row.R.vAL® 1 1 I I I I AT TP rvIIM Rr a jMC0. 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PRRILe 09.M1e IGTTH TRL Ipr RI.aD RO.A IIV'PQMiLAKRY M PR6T nDat N6fb Itlr wRm RO Re NIIPe lQC rCR OYrCe MO 5Tar1Ke I(SA l PM]t VOD MYO OYY.d 9rRL M RO M 4W 41D NIIM KE M.m PVT WlRgl KA M02 P61GfIRl 6ONVENC1ONAL FRAMING NOTES ENGWEERED L M M NOTES awake>P.a Ro eaxeral ro avae warm Prs PROe I rRwrr>M maY Prxnan v xwae L u earn®Ltr[Gt a ro x m waw a aramwvrrrc. wage Ro taro wree ix ro amer woRm rmxlmurae v wart,PPTMRTm R2°w stioam a ePa�r.� taro w rreama[e Tntlt rvrnw*Wees wpmel +worte RP rsrRr_wRm vPra ro nim warm asrovnnt > Poa•arurea eu x roar 2aeaae eo-narx PRe Ydrn c•s/a'Yaera rase a rsnae rw ®ia L/�uo1 Ro varu e/.w�+e..caeaar erwee� Y1EAPER-6 FOR DOORS,/WINDOVJS .. dlmlm wR1 vennnw BMIL K naaar'EMar¢L r'A'L semi C Vt taR0. >. vPavae.irr RNlplt¢Leers pcY,rg pL�� 1 waR N>6r.LL.LL 1>OtR9 RO IQSyO®YfYfICs.n 9VM.Cw M LF.vRai IP TO 40 f.aW WatRG fd i0 d ._.xy�yg�� a aman eLiv z Laarr'ewxwe L rYce bmt c FllaEm oa tend•>/r r a eRmte Rs� rwaee Ipi[PRq M.cr�C Pwa e-0 row �P`Y>Im aPmtXJ • rotlY Ml PttA 6 M1V W 51�NO PGBI RBla6 1P01�M NW.LN�LS 4 PLYYPA RGiYB 6 TO OC tll!-WfID. ' ' L9 r0 r-0 u'1Y' ICN 1gtM>fM1 K TO N-P YOfm d-0TO b-O f-i�S K A8 q .aFs a 6'oG•Rd i'dt uLLtt iC rY'OG 'i GMeAI eRffi PyM 4- d �y��®fit ��.last N p U-PwaK'YP4P W.Y LG A'.6if i0 fllRW PG1?%Rt PRVlltwa�� PlirL K.M>r MM sOS aATla eTYml y f iy g j ;� -- _- �F 1 4�� F y -�p� ROrtlaa�rqa mnt•C.P 110 1 P� _ Y y a R,_rosr ra rev 55 c V r >� - _ - o Y r� - R asw a ew4 rm Pr c.Ica 5Fl.Gf•D FLGLR FRAMING PLAN ROGP FRAMING PLAN DEf.K FRAMNG FLAN . e[u Vr�C-v eeu V.w-o gg ' 2 9�.a6 M.9ltT tJnit Yrit Pao u Yl ra l Nr'» [011rr,iM oNr 8 &FNII SALS A I FFfA� R F/TRI(.N NOTES � m av vWa eaw ire wmi�'�«a W�a�'nsxTr°re'�ar�c�"ae ua S arm . 9f/IL UNLY WIM M lK/L MfKW1Y INMB JW'AL�IRI ' GY.MY KN�AYLL LC�D'/M EGIRI0.N $s s-W Y S`llf[fl ' L�MM4TAR MD/R C Yd�OfY M Gb.11tL'Ml�'�'� �'r 1»I 6MfLn W P0Y gALt P..MHf IS[®fgL • IE Ow'qWM MLT w PII�WYIRI RAC e1egW RLLT HICgPIIX RRC W/WTATHpRC1F[ACI ' ,gyp pOV t61CNlD PRC N �ImLPfK1L . z A vLV AT'.Ot Im4BfM1 . Y Li01R MIYG OW - Ypo �roMUtlR g ------ -- -- ----- --- + r F I .«ova—Ftn I , 4& mwa ncm uum a: I _ o OOn I � raxanae � 26 i I E ---- --- -------0--- ----� ——————— -- --- .---- Y 9@f s['s M FDiPf4 _ c} Ey YL UIIIL fYbt FQO 6ARA6` E.Fj B'TRIG RAN Il~we �t-0 /J/•R PiTR !dV W.:rvw» caur.u.mv+s ?,7.- V�w-e V R F/-TRIU'L RAN E-I 8 I Q A.M.Wilson Associates Inc. LETTER OF F TRANSMITTAL TO: Date: File No. : Re: We are sending you the following item: COPIES DATE DESCRIPTION Please do not hesitate to call us with any questions. If enclosures are not as noted, kindly notify us at once. Signed: P.O. Box 486 508 375 0327 3261 Main Street 508 4281450 Barnstable, MA 02630 FAX 375 0329• TOWN-OF BARNSTABLE BUILDING PERMIT APPLICATION c'i� b�`l��U i�o s� rcCiJ•4�9tJe;$� �� _ Map Parcel 00.2 - mo , tALLEDIN COMPLIAAq& -WITH TITLE 5 Health Division 9 /i 1 ENVIRONMENTAL CODHaA I)sued � o �ecw� .,/3 TOWN REGULATION�See .� Conservation Divi � n . I '99:�� -� r _ Tax Collector ' t Treasurer- G .' -'�6A�G ". Planning Dept. N !J� 2 z��4Ne—�..� �s +� ^� N C ,o I; ,i Date Definitive Plan Approved by la nin Board Y � Historic-OKH Preservation/H Hyannis Project Street Address 205, Little River Road ��•� Village Cotuit ` Owner David B.; & Jane A. Kelley Address 65 Cochrane St., :Melrose, MA 02176 Telephone Permit Request Nev construction — garage with living quarters over - c 6y Square feet: 1 st floor: existing 0 proposeew 2nd floor: existing 0 proposed+7, Total new 1440 Estimated Project Co Zoning District , RF Flood Plain C. Groundwater Overlay AP 'y Wood frame Construction Type Lot Size +2.5 acres Grandfathered: M Yes O No If yes, attach supporting documentation. Dwelling Type: Single Family C Two Family 0 Multi-Family(#units) Age of Existing Structure N/A Historic House: O Yes X7 No On Old King's Highway: ❑Yes 3 No Basement Type: 0 Full ❑Crawl ❑Walkout W Other` G�at, I;tb fm-t Ymi i Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing p new 1 Half: existing D new 0 Number of Bedrooms: existing_ new Total Room Count(not including baths): existing new First.Floor Room Count, Heat Type and Fuel: 2 Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing 0 new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing O new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 0 No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Address �r✓S'" Co ew R:retit c= s T License# �'12D.5 L-= 4 0Z 1 7-6 Home Improvement Contractor# � TA Lo Zf � Worker's Compensation#f ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE ahl -5, rDATE 3�zs1/00 J FOR OFFICIAL USE ONLY PERMIT NO.' k DATE ISSUED MAP/PARCEL NO. •s ADDRESS _ VILLAGE v `r OWNER ,t ' DATE OF INSPECTION: tFOUNDATION FRAME -'/l�`� INSULATION, -` FIREP.LACF_*i { ELECTRICA1 :� ROUGH' FINAL . ti. PLUMBING 7Z ROUGH FINAL e GAS: ROUGH FINAL x FINAL BUILDING ! I r� �7iY1 CA= DATE CLOSED OUT j ASSOCIATION PLAN NO. TOWN� OF-BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 054 002 004 GEOBASE ID . 40174 ADDRESS 205 LITTLE RIVER ROAD PHONE COTUIT ZIP LOT 4 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 53466 DESCRIPTION SINGLE FAMILY DWELLING PERMIT #45075 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL. FEES BOND $.00 OkTNE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE fir; F * BARNSTABM • MAS& Ep Mpl � BUILDIN_ D VISI BYE I1 DATE ISSUED 05/21/2001 EXPIRATION DAZE -OnTlazT T n T, TUE', 3-54 401 PHONE 4 D D 20b LITTLE Rj.VRR R0AD COTUIT ZIP 1101.111 4 BLOCK r.,()T SIZE DSA ;)EVE110.PMRN1T D-LT STRICT CT ErLING-GEPTIC, 40-98-666 T -E LY PERMUTT 45CI76 DESCIR.LPTIoN SING"i FA.M I i_jw illy lj I,T NEW RRSIDENTIA�. BLDG. PMT. P Zlri 01 T I'vjl-'l 13U 1; " CONTRACTORS pROPHERTY CWNER Department of Health, Safety ARCHITECTS and Environmental Services g"110 9'7 'THE T(',TAC, 1-30ND $ 06 0 NO TTIRU.C T '0;j 6j 60 00 Mi rL4 IN 0MF DETACHE BARMABLE, 1=3 9 BUILDIN�1; BY DATE ISSUED 03/9-9/2000 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIM6M OF FOUR CALL INSPECTIONS REQUIRE[) I APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE FOR ALL CONSTRUCTION WORK: THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMIT ARE REQUIRED FOR 1.FOUNDATIONS OR FOOTINGS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- 2. PRIOR TO COVERING STRUCTURAL MEMBERS PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). ICAL INSTALLATIONS. 3.INSULATION OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. AN 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS lLn L/ 2<2 2 3 HEATING INSPECTION,APPROVALS ENGINEERING DEPARTMENT 2 BOARD pF+tEAVrH SITE PLAN REVIEW APPROVAL OTHER: WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR PAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX FCARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS I TELEPHONE OR WRITTEN NMI NOTIFICA- TION NOTED ABOVE. TION. rr: sk` 4' A uc t v ry JLa vi y"A,AAJ 94W"JL.1 Department of Health Safety and Environmental Services Building Division sues _ 367 Main Sant,Hyannis MA 02601 Office: SO 462-4039 -Ralph Crosson Fax: 50&790.6230 building Commissions BOA,F.0ww18f1;L1tzE oN rawtm DAZE 2 1 -A 100 JOB LOCA'nON: �. ttat>tbar vWW q �ttoa�owrmt-: QG..:Z • s'G ne A K�l le L. &l•d y?u SYC cutut>"xr M„ttn+t0 ems: C S 94 fv\c1 ro St, cityftmseams w 'The c mmm exemption for"homeoMalgar was extended to include �d dwelling of six units or less and to allow homeowners to engage an individual for limo who does not possess a licestm yrovided that the owner ads as stmmvis . It. 110 U41ITON OFWWW1OWN= Farson(s)who owns a pm:cl of land on which heJsbe resides or iatetlds to reside,on which there is,or is intended to be.a one or two-bmily dwelling,ittad>ed or detached structtuns awry to such use and/or farm suncnttes. A pemon who consu=%more then one home in a two-year period Mall not be considered a homeowa. Such"bomenvnuer"shall submit to dfe&&Img Official an a form wcepmble to the Building 011lcial,that bdche Mull be Mjggnsible for aft_swit work verkmnW under the building uermit: (Section 109.1.1) Tire tmders4ped`homeowner"asstnnes responsibility for compliance viitt the State Budding Code and ather applicable cozies.bylaws.rules and regulations. The tnufasigned"h m eoanw-mffm that ha to ids the Town of Bantstable Building Department minimum inspection prmcedums and requirements and that he/she will comply with said and reoWC919P, Of Homeawas of Bar erg t9!. Note, Thrt e-famdy�dailings con mining 35.OW cubic feet ar larger will be required to comply with the Stt n Building Code Section IVA Camatiaron Control. BOAWOWNMIS EXEMPTION M'CG&fry n that: "Any hmowwwpuftniq weak for MhWh a bodftg pamet is t+agaired shall be taeatpt ftOat the peavmsoas dth`is sye�ayySee�-tiaynI}ajae�asie�B oaf ammmx m Sopavims).provided dw if dw bomwwou mpgo a peeaoo(a)tarl�mdonie azLdwsochifum 7, ne 3 WIACtas .M hkW homeo toots who use this axsmpdm ate aoamc thug"ate wsmmog the tupoeWbiGdm of a suprivtsue(see Appeadit Q.Roles A Reg Wou for Liceft Ooasnokon Stt wW m.Seetica LI S) This tilt elf aanveoess otrea towns is ss�>a ImmtY vrem the homeawm hires adieened pemaas. to this esia.our Boned caaaat proceed against me tin fed pawn as is wauid mitit a boosted Supw&w. The homeowner acoag as Sopa visur is uWmM ty reapoonW To eosme thy:the bomcmaer is folly awes of bbaw tcgm sibil tmL nmy oaeastsumities mqmm as poet of d w perwAt appkntkm.dint do ho=!ww cwW drat brhhc®dasrmds the respoo6bdifm of a Supaviw;.On dte fast page of this issue is a fbm= vied by se veal toavna. Yw nr y ,attmed and adopt sorb a fa wkertittcatim ibr use is you ommotm y. ESTIMATED PROJECT COST WORK-SHEET Value LIVING SPACE square feet X$55/sq. foot GARAGE (UNFINISHED) �4 L( square feet X$25/sq. foot= PORCH square feet X$20/sq. foot= DECK I square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= 'dotal Estimated Project Cost For ®ffice �Jse ®nly lnclusionary Affordable Housinq Fee residential Commercial" Property Owner's Name �-'� `� '� J � V\c P Project Location Project Value Permit Number "Existing Sq. Ft. "Proposed New Sq. Ft. ' Fee LAHFORM 1/3/00 .i] ri.. I war mr ee svr Rw-reo.it aG i rn aove rn.. awx.urr smn sr6 �' r r•m,.a oaw vaY,n v.Yae rm av ®•• see- wuGar me are b�uriG - �„>•{vcm seam � Y . yr rn euea+w aenYo v.se wuau corm rzr n.wsa a{oG =1a r ee xs so{rtwe _- r�. SOFFff DETAIL r.b rxe rnw ° rua�ne res ,ro•n,v ssma tar nr ro m ruwsu my a<e AT ROE rGaaw,a � . �6 CAItEr 9EVATION : 6d_A61/NET B-EVATIGN yr Ort9tpt riYMLCO ,'Vr.R-4 a 53ATew \ Mgt ARDW P{Et ♦.L PaY vMert pNPEI ��e'llm g f1b Pw'su mr+ b S,HD�� iY{>IIp,a IG oG �„�. ,•.b Rr rG m Klrar+r�., �A�sINErs NorEs •rusGYm !.ra G>rt,�uc - Gale,ne ro ce mw.am ooa,�,,G,n f...ld >Gnr mr.mm ,/?0.vr�>9 eGllb r.{Glue•{GG 1 Pe rant) _,OFFIT PETAL .,,,.u,Ge vxt,wYm :u ante,ra x:Grar.xe .usww ou!ac uwe,irK-o un+r Pemxe m � ,Ymm�wm�rir��wwe msm.mm Pv>r SOFM DETAIL - ! tar rw>G.mr rb aP rG nr y} 5GFFfT RETlRN PETAL sr}- . 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"'�Jv.y.+- -`rr�.a--.. ...�.x --• �.. d'.�-w,K.y .�.-. OF THE►ow The Town of Barnstable f BARNSTABLE = Department of Health Safety and Environmental Services Y MASS. 0 t639. �0 - prEOMp�a, Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner h Inspection Correction Notice Type of Inspection � .� Location #/P Fi,'Ify V,,61 Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: eve 6l�� A ias cal erg ire J secGre 1 Aes AYJ Sskds uie+t um+ 65 ,, [ 1 Please call: 508-862-4038 for re-inspection. Inspected by `wok*' y Date OlIl /Od PREMIUM STEEL STEEL DOOR SYSTEMS 30 Ur t • ". _ �i. 5 , , MR al of Preird nin Steel 8'Tall Door Style:Double 81.8 " THERMAITR Y 133 Fix Doors STEEL DOOR SYSTEMS Therma-Tru Fire Doors Fµ Fire-Rated Steel Doors Therma-Tru B-Labeled Steel Fire doors provide at least 90 minutes of protection surpassing the ASTM E-152 fire endurance tests. Or, for lighter duty applications, choose C-Labeled fire doors with 20-minute t� and 45-minute fire ratings. Therma Tru steel fire doors feature: 24- au e electro- alvanized steel • Solid insulating core 4*9 • Primed steel surface 51 Our six-panel and flush B-labeled fire doors are steel edged making them perfect r � �r for condominiums, office or commercial l buildings. Or, use a Therma-Tru Steel Fire door between your home and garage, on a basement landing — anywhere that fire . safety is an important consideration. I Therma-Tru,also offers a 10" x 10" vision lite with 1/4" wire mesh glass for use with 90-minute steel fire doors. Fiber-Classic® Fire-Rated Doors Fiber-Classic Fire doors and primed wood frames are ideal for use between your house and garage. They also carry a Warnock-Hersey 20-minute fire rating. For more information on Fiber-Classic Fire doors, see page 79. - Smooth-Star Fire-Rated �xl � � a Doors t Also available m 7'0"height "k The Smooth-Star 6-panel fire ` door(shown on page 102)is the best Steel Fire doors are available choice for between your house and rt L Dimensional data canbe garage. After all it gets the tough- est traffic and Smooth-Star doors found on page 137 i` just won't dent like steel doors. And for protection, a solid-fire Note:Steel Fire doors shown here barrier extends throughout the full are painted to illustrate decorative core area. possibilities. Steel Fire doors are manufactured with one-coat of Soot 501t slot factory-applied primer. 134 THERMAITRU' DIMENSIONAL DATA SIZES AND ROUGH OPENINGS onswingDoorS stems k8'Door S stems-Inswin Y Y g Description Size Actual Unit Size Rough Opening Description Size Actual Unit Size Rough Opening g " 5 " � ' "'321/2"x 821/2" " Single Door 2'0" 255/8"x 98" 261/2"x 981/2 Sin le Door 26 31 /8 x 82 ` 40,, Unit 218" 335/8"x 82" 341/2"x 821/2" Unit 2'6" 315/s"x 98" 321/2"x 981/z" y 3'0" it375/8"is 82" ' 381/2".x 82,/2 Double Door 5'0" 629/16"x 82" 631/4 ""`� 2'8" 335/8"x 98" 341/2"x 981/2" "x 821//2" 310" 375/8"x 98" 381/2"x 981/2" �_ y Double Door 4'0" 509/16"x 98" 511/4"x 981/2" Unit 5 4 669/16".x 82 l 671/4 x 821/2 „ - Unit 51011 629/16' x 98" 631/4 x 981/2 6'0" 749/16"x 82 751/4',x 821/2" i 514" 669/16"x 98" 671/4"x 981/2" 6'0" 749/16"x 98" 751/4"x 981/2" Outswing Door Systems Note: Outswing height dimensions- 965/8" 97" Single Door 2'6" 315/8"x 805/8" 321/2"x 81" , Unit 2'8" 335/8°x 805/8" 341/2"x 81" �" Hmged Patio Door Systeminswmg Replacemenf Height 2-Door A" 6213/16'x 791 631/2 x 80 3'0" 375/8"x 805/8" 381/2"x 81" "Ml"5'4" ��6613/Ibfyz 791/ziw" ' 1 Double Door 5'0" 629/16"x 805/s" 631/4"x 81" Units'�� " 67/2"x 80" Unit 5'4" 669/16"x 805/8" 671/4"x 81" i 5 87013/16 x 791/z 711/2 x80 6'o"fib 7413/16x791/2 dr751/2"X80 6'0" 74 /16"x 80 /8" 75 /4"x 81" r *',—; " ,* 9 5 1 o 31/ i Y � �� . 791/z" ,� 943/4' x 80)i 3 Door 7 6 93 3z'X 1 n -. n 1 ._ ,_y4µ '-I n� 1 �n- 1(]03/4 X 80' t ',1° Units A � 90 �F 99 //32 x779//2 a ". - , Sidelites h 31 1 123/4"X 80!' Add actual unit 12 139/16 x 82 14 x 82 /z ;size to door rough 14".. 11316'X 82"'¢ 4YL 6 x 82Jzi" Hinged Patio Door Systems-Inswing Full Height 9 � 1 ,, Height Dimensions- 82" 821/2" opening size for 32 33 /16"x 82 34 h x 821/2" For 8'height patio units,add 16"to height dimensions.See Therma-Tru's 13 � 3 � 1 r information on ordering patio units. y a Sliding PatijjF Fu11 Height � Classic only to o L total rough opening 36 �`37 hb x82 38 /zx82 /z PatioBroc Brochure Part#MAPD59� 1 � 1 � x Umts Fiber ffk; D()with BoxedSidelite(s) Systems 2lnswmg 48"x 821/2" g � 610# 711/41 x1821/2' 't �; 60'z 83� „ 1 1 Replacement 7 5 0 f 59 /4 x 80 f 60,x 80,/2 60 71 /4rx80' # 3 0 51 /s x 82 52 x 82 /z' It 1�1 � i� �� 2 w/(1)14"Sidelite 2'8" 491/8"x 82" 50"x 821/2" L 172,x 801/z" TO" 531/8"x 82" 54"x 821/2" Fire Doors in Expandable Steel Frame w/(2) 12"Sidelites 2'8" 6011/16"x 82" 611/2"x 821/2" Description Size Actual Unit Size Drywall Opening TO" 6411/16"x 82" 651/2"x 821/2" Single Unit 2'6" 345/32"x 821/4" 321/4"x 811/4" w/(2)14"Sidelites 2'8" 6411/16"x 82" 651/2"x 821/2" 218" 365/32"x 821/4" 341/4"x 811/4" 3'0" 6811/I6"x 82" 691/2"x 821/2" 310' 405/32"x 821/4" 381/4"x 811/4" i"Fire,Doors,in Sp ti t J dmb"Fraine Note: Outswing height dimensions- 805/8 81 ' " Description — size �` Srll Twe DMall Opening' Door Sidelite with Con- inuo su Sill S stem Inswin �smgle Unit � 30' k fFubllc Access ��11371/2°x sl„' w/(1)12"Sidelite 3'0 5021/32"x 82" 511/z'!x 821/z' d „¶ 2 8 W Full Height* n 331/2"x 811/2" 21 �,n. 531/2"x821/2 ." °tU� � F"" � 3p' � PullH g �� 37�/z°x81 /2'' w/(1)14"Sidelite TO" �'S2 /3z'x 82'®; No`Sill Version Heightel tit i 1 't 21 v rn 1 1 803/4" ' /2 12' Sidelites 3 0' 63 /32 x 82' � "x 82 w/(2)14°Sidelites 3'0" 67 /32"x 82 - 681/z'x 82 /z" f Important Additional Information Handing Information 1. There is no allowance in any of the height dimensions for a carpet As with any fine exterior door system,Therma-Tru doors can be installed for shim-please add accordingly. right or left hand operation.When ordering a prehung unit,refer to door 2. Brick openings are 23/4"wider and 11/2"higher than actual unit swing as determined from these illustrations. size. 3. For 7'doors,add 4"to the actual unit size and rough r r r opening height dimensions. =t 4. All transoms are 131/2"in height,add accordingly. Do not store prehung units outside. Please Note:Due to ongoing product development,Therma-Tru Corp reserves Left-Handed Right-Handed Left-Handed Right-Handed the right to make changes in design,materials and specifications without notice. Outswing inswing (View from Outside Home) (View from Inside Home) Consult your local Therma-Tru Certified Distributor for details. THERMAITRU° 137 GENERAL SPECIFICATIONS _ Therma-Tru Exterior Doors Construction Series Doors 20-Minute Fiber-Classic Fire Doors All doors shall be manufactured by Therma-Tru Both sides of each panel shall be 25-gauge galva- Embossed and flush styles include a fire barrier which • Corp.The panels shall be laminated,using a high- nized steel. The door edges shall be machineable is foamed-in-place and carry a Warnock-Hersey or performance adhesive to thermally broken, kiln-dried white pine and provide full thermal break. affidavit 20-minute fire rating. Doors are available trimmable stiles and rails forming a perimeter to All door surfaces are factory primed in grey to ac- in 2'8"and 3'0"widths by 68"height.Select primed reduce thermal transmission and allow for field cept exterior paint. wood frames carry a 20-minute rating. preparation of hardware. The bottom edge shall be manufactured from a moisture-resistant and decay- Doorlites (Steel Fire Doors resistant composite. The core shall be foamed-in- Doorlites are insulated and exposed panes are tem-., B-Labeled 11/2 Hour Fire Doors-Embossed and place,CFC-free polyurethane with a density of 2.0 pered for safety and security. Single paned glass�is' flush styles carry a Warnock-Hersey 11/2 hour B-La- pcf minimum,K-factor of 0.14 BTU hr-1 ft-2 which available in a select group of clear doorlites. bel fire rating.Doors are available in 2'8"and TO" shall completely fill the cavity and bond the stiles, Optional wood grilles available for clear doorlites widths by 68" and TO"heights. Lock prep for GS- rails, faces (glass in Fiber-Classic patio and flush- and transoms. 161 and other standards. glazed doors and sidelites) into an integral panel. C-Labeled 45-Minute Fire Doors-The TO' flush Doors mortised to accept Therma-Tru 4"x 4"hinges. Inserts - All glass(except flush-glazed styles)shall and narrower width Therma-Tru Steel fire door has The doors shall be supplied in 2/8(32")or 3/0(36") be bedded with glazing mastic and secured in doors passed the 45-minute C-Label Fire Test in accordance I widths and a nominal height of 6/8(799/32"). Some with screws. Therma-Tru's TCM and BTS doorlitei with ASTM E-152-66 procedures. Complies with styles are available in 2/6(30"),2/10(34")and 3/6 frames are available for most styles except where) F.H.A. Material Release #658. Acceptance #6329, I (42")widths and 6/6,7/0,and 8/0 heights. noted.TCM and BTS frames shall resist significant S.T.C.information available. Independent Laboratory Performance Testing deformation by heat up to 200uF regardless of painil--C-Label 20-Minute Fire Doors-Embossed and flush Therma-Tru exterior*and hinged patio door systems or stain color or placement behind a storm door. styles carry a Warnock-Hersey 20-minute C-Label fire have been tested and certified at the DP25 perfor- PVC doorlite frames require a finish within 30 days'rating. Doors are available in 2'6" 2'8" and TO" of installation. Failure to do so will void the war- mance level for structural load,air infiltration and � widths by 6 8 and 7 0 heights. Lock prep for GS- resistance to water penetration.Therma-Tru sliding ranty. DO NOT finish PVC doorlite frames a darks 161 and other standards. patio doors qualify at the DP40 level.Performance color or install behind a storm door. --— - - levels are per AAMA/NWWDA 101/I.S.2-97. Tests Flush-Glazed-The glass in flush-glazed styles shall be 1112 Hour Fire-Rated Frames meet standards ASTM E330, ASTM E-547, ASTM molded in place by a proprietary process that bonds Fire-rated steel frames bear a certification label by E283,and ESTM F842.Some building jurisdictions the glass,door panels and core into one integral panel. Warnock-Hersey International,an independent test- in hurricane and coastal areas have specific testing ing, certification, inspection and listing agency. requirements that differ from these, and perfor- Transoms Testing was conducted per ASTM E-152, and also mance levels of Therma-Tru entry and hinged patio Transom frames and brickmould available to match meets CAN4-S104(ULC-S104),NFPA-252,UBC 43-2 door systems may carry higher ratings specific to door frames in clear pine or northern red oak. and U1,10(b). Fire frame hinge preparations receive each jurisdiction's requirements. All transoms are 131/2"in height. three 4"x 4"hinges and are reinforced with 15-gauge Clasa steel gusset plates. Panel f face shall b Exterior Doors Split Jamb Fire Frame-.Door jamb base section shall Panel face shall be manufactured from a proprietary Components zed steel.Extension/closure be 18-gauge G-60 galvanized thermoset composite,wood-grained to duplicate a Adjustable Security Strike Plate - Proprietary section shall be galva G-60 galvanized steel,up handcrafted red oak master and can be stained or adjustable type, permitting in-out adjustment of to wall thickness - 6 1/2",over which the section painted. Door edges shall be machineable kiln-dried door in frame,up to 3/16". shall be of 18-gauge G60 galvanized steel.The frame clear northern red oak,flush and square with door Hinges -Available in steel, zinc-plated, brass or shall have a kerf feature in the stop, fitted with a faces.The lock side shall be reinforced with a wide chrome(626)finish. Optional solid brass hinges are fire-rated foam-filled weatherstrip, removable for engineered lumber stile that runs the length of the available for Classic-Craft systems. Minimum hinge painting.Extension/closure sections shall provide at door.(Model CC30750 oval door panel design©1996). size 4"x 4"x.098". least 1"of frame depth adjustment. Fiber-Classic®Exterior Doors Weatherstripping-Long reach jacketed urethane Expandable Steel Frame-Frame shall be 18-gauge Panel face shall be manufactured from a fiberglass- weatherstrip,in proprietary design,kerf-fit to frame galvanized steel with throat openings for single and reinforced thermoset composite compound,wood- stops,door bottom gasket with patented sill-inter- double-door applications. Throat expands from grained in red oak and can be stained or painted.A face feature,and right and left side corner seal pads. 45/8" to 75/8". Frame has fire-rated compression 23/8"wide wood lockblock shall be incorporated to For steel doors,magnetic weatherstrip is available. weatherstrip included. provide support and allow for mounting of hard- ware.The door shall be trimmable in width up to 1/2" Sills-Wide range of sill options:thermally broken Fire Rating Performance Standards and in length by 3/4".Trimming shall be performed fixed, adjustable with oak threshold, and public Fire and building codes vary throughout the coun- in accordance with manufacturer's instructions. access."Monumental"grade is available in bronze, try and acceptance of products and labels is left to Smooth Starr"'Exterior Doors brass or mill finishes with decay-resistant compos- the discretion of the local authorities.Consult NFPA- ite substrate. Other sills available for inswing or 80 for further information on labeling,testing pro- Panel face shall be outswing units in aluminum with mill or,bronze cedures and standards and their meaning. manufactured from a anodized finish. MODIFICATION OF PRODUCTS DESCRIBED IN fiberglass-reinforced Astragals-Locking astragal for double door appli- THIS BROCHURE WHICH CARRY FIRE RATINGS thermoset composite (DOORS AND FRAMES)MAY VOID THE FIRE RATINGS. compound that must be painted.A 2 3/8"wide wood cation with both leaves active is available r. pine or DOUBLE FIRE DOORS ARE NOT FIRE-RATED. lockblock shall be incorporated to provide support with clear northern red oak to match door. p P pp **Test conducted by Warnock-Hersey International Laboratories. and allow for secure mounting of hardware. The door shall be field trimmable in width up to 1/2" Finishingand Painting and in length by 3/4".Trimming shall be performed g Maintenance in strict accordance with manufacturer's instruc- Classic-Craft and Fiber-Classic door systems should Inspect finished surfaces periodically,d well as seal- tions. be stained using a Therma-Tru Finishing System.If ants and moisture a.All maybe affected by exposure (Model SS30060 texture and panel design©1998) painting,we recommend the use of acrylic latex fin- Recoto sun,moisture and environmental conditions. fishes exterior grade on outside Smooth-Star Pre- painted stained surfaces with clear coat, or repaint Premium Steel Entry Doors ( g )• , painted surfaces when they appear dull or rough.Be Both sides of each panel shall be 24-gauge galva- mium Steel and Construction Series door systems sure to check expiration dates on containers.Instal- nized steel. The door edges shall be machineable should also be painted using acrylic latex paint(ex- lation, finishing and maintenance must be per- kiln-dried white pine and provide full thermal break. terior grade on the outside). No primer is needed formed in accordance with Therma-Tru's recommen- A wood lockblock shall be incorporated to provide on Smooth-Star fiberglass doors or steel doors. dations to comply with warranty requirements. extra support for secure mounting of hardware. DO NOT use automotive paint. Complete instructions for finishing, painting and Doors shall be primed in a semi-gloss white primer. *For best performance,double doors to be used in areas with maintenance are supplied with units and with the severe weather exposure must be installed using entry alcoves pp or large soffit overhangs to protect entry unit from exposure. Therma-Tru Finishing System. 138 THERMAMW r p(HE T °---� The Town of Barnstable NWP` �T BARNSTABLE. Department of Health Safety and Environmental Services Y MASS. 0 t63 q ♦0 PrFOIMA Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspectionr`V1,a Location Q0,5 1;44(ee If Permit Number V5 o_7,' Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: weed rnwwrJ t oAvAg , r/ i" i� o f�d� . Please call: 508-8a62-4�038. for re-inspection. Inspected by '-IA MA — Date The Commonwealth of Massachusetts Department of Industrial Accidents °__• �••^:=� Ofllceofloirestleatioos 600 Washington Street r Boston,Mass. 02111 Workers' Compensation Lmrance Affidavit name: C. J. c� S�r�e 4s, location: �DS �- � �e Riuer Ro� � city C �V Q G r n +a C hone# Q-I am a homeowner performing all work myself. ❑ I am a sole etor and have no one working in anv acity %//G%/O//O//////%/%/////,%/////%////O///N=041//�%%///////� %/////%/%%/////////%%/� rovidin workers' compensation for my employees working on this job. I am an employer p.......:.::::::g cum nnv nzme.. .:::..::::..... .. :.::. �:::::..: ::.�.�:..:...:..:.........:.........:.:: :: hues city o ICT insurnnce co. ❑ I am a sole proprietor,general contractor, homeowner ' cle one)and have hired the contractors listed below,who have ' compensation olices: e following workers mp. .... .......P ...::.::::::.:.::....:::-:�:::;<::�.::.: : ...:::.:;:.:.::,.,:::;.;:.: ............ ....... Z. _ t a nv nam e m tires ..,........:...:.:......... ... ....................... X. .::•;:;i�:: h city* � :;i:;{Y)ii::T?i-'rti ti!�.�:viiC>ritiS•)n� i .......... ....... .......::•::. .........-. ....... ...-.::::. ... y..... ::::: :•:.�•:::::-.••::r: mar:;:....,:. tnsarance•co...; ,.. ... .. ., . '�'--••;':�:?;:;:;:;:::?:;:::'.•:�:•:�:�}:t�i'�`:;:::$�::i:�:i'��:�:(:`::ir�'�•�:• } : :�:�i�:;�':::`�:�:?j:':?•`+.••:;:;:�i;`::;;;� came sn v nam address!: �....... .. .. ... city: 0 of eairoind penalties of a 8ne to SI�00.00 and/or Failure to secure coverage as required under Section 25A of MGL 152 eau lead to the imposition p iva Penalties in the form of a STOP WORK ORDER and a One of$100.00 a day against me. I understand one years'impri+onmmt that a as wen as c copy of this statement may be forwarded to the Once of Investigation of the DIA for coverage verlScation. I do hereby certify under the pains and penalties of p ruy that the information provided above is truce gird coned Date 3 � � •' G � — - Signature _ ate Print SG h c ,Q, (yam" / ,1 G.� \ \l 1 hone - U l l a �/� e # official use only do not write in this area to be completed by city or torn ot'ncial city or town: pernolicense 0 E3Buildtng Department VA [31icenaing Board 13Sdect3news Office E mediate response is required . ❑Health Deparhtrmt n• phone �pther (tavued 9/95 PJA) f r Liberty Mutual Group P.O. Box 7077 _ Portsmouth, NH 03802-7077 LIBERTY Telephone: (800)451-1853 FAX: (603)431-5693 MUTUAL Quote Number: 025282-00 Insured: MICHAEL DELUGA DBA VILLAGE_ CRAFT Quote Period: 03/11/1999 - 03/1 1/20(.x) VBUILDING &RE&40DELING 130 FOX'HOLLOW LANE Issue Date: 01/21/1999 OSTERVILLE, MA 02655-1368 Legal Status: INDIVIDUAL FEIN: 043182146 Officers Title Included/Excluded NONE Workers Compensation Insurance offered by this quote applies to the following states: MA Employers Liability Limits of Coverage: Bodily Injury by Accident: 100,000 Each Accident Bodily Injury by Disease: 500,000 Policy Limit Bodily Injury by Disease: 100,000 Each Employee Location Number and/or Address M 30 FOX HOLLOW LANE, OSTERVILLE, MA 02655-1368 COUNTERSIGNATURES OF RESIDENT AGENTS The policy identified below, of which this endorsement forms a part, is hereby countersigned with respect to all por- tions of the risk located in the state(s) in which the Resident Agent(s) reside. Policy Number: WC2-31S-221875-039 Policyholder Name: MICHAEL DELUGA DBA VILLAGE CRAFT BUILDING & REMODELING Address: 568 SANTUIT ROAD COTUIT, MA 02635-3230 Resident Agent(s)' Countersignature State MA icyl ,bYer B :,P0 85 74 CONTRACTORS' BUSINESS OWNERS POLICY 'Nulmr! CB 80 85 74 be DECLARATIONS DORSEMENT DIRECT BILL WORCESTER INSURANCE COMPANY SK NEW 09/30/92 WORCESTER, MA 01608-1408 A Member of The Harleysville Insurance Companies A National Network of Regional Insurers MICHAEL DELUGA JOHN F MARTIN INS AGENCY INC ,IVIED D/B/A VILLAGE CRAFT 1023 RTE 28 3URED 568 SANTUIT ROAD AGENT BOX 350 AND COTUIT MA 02635-3230 SO YARMOUTH MA 02664 >ILING lDRE55 'OLICY PERIOD: 09/30/99 TO 09/30/00 AMENDMENT AGENT'S 20iA.M STANDARD TIME EFFECTIVE 11/29/99 CODE 73-2079 AGENT ' S PHONE # 508-398-2277 THIS ENDORSEMENT CHANGES YOUR POLICY. PLEASE READ IT CAREFULLY . THIS ENDORSEMENT FORMS A PART OF THE POLICY . THE POLICY CHANGES ARE : MAILING ADDRESS HAS BEEN AMENDED. Feb-28-00 05:06P Brydean Insurance 5088330680 P.01 aztz6/2oa0 F*OmIcEn (508)888-2244 FAX (308)833-0680 THIS CERTIFICATE is ISSUED AS A MATTER OF INFORMATION ryden Insurance Agency Inc. ONLY AND CONFERS NO RK*ITS UPON THE CERTIFICATE HOLDER.TEBS CERTIFICATE DOES NOT AMEN[!,EXTEND OR 125 Route 6A ALTER THE COVERAGE AFFORDED BY TILE POLICIES 1513-OW. Sandwich, MA 02563 COMPANIES AFFORDING COVERAGE COMPANY Maryland Casualty Insurance Co Attn: Willard Bryden Ext: 22 A IHBORED Debbra Cray, CO PANY I� Superior Forms L--PA0- Box 695 COMPANY Sagamore Beach, MIA 02562 COMPANY D THIS IS To CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED U WED ABOVE FOR THE POLICY PERIOD RdWATED,NOTWITHSTANDING ANY REOUIRIENENT,TMW OR CONDITION OFANIY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WFOC►I 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_LMrr$SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. m OT ESURAmm POLN:Y NI1MB®l PWJOT E/P@OTI v-PaUOY EAPNATION Laws LT� TR 011TE1MlMOOIY1f) QIL 'YI OEN6IIALLU10rLJ17 GENERAL AGGREGATE S 600,000 X COMMERCIAL G£NPRALU00LITY PRODUCTS-COMMOPAOG S 600,000 A CLAIMSMADE x OCCUR TBA 0 2/2 812000 02/28/2003 PERSONAL aADvPwRY S 300,000 OWNC-R'S&CONTRACTOR'S PROT EACH OCCURRENCE S 300,000 FIRE DAMAGE(Any one fire S S0,000 MED EXP(Any one person) $ 5,000 MITONIOl0.E LYWHAY COMBINED SINGLE UMTT S ANY AtITO ALL OWNED AUTOS BMLY INJURY SC►EDULLUAUTOS o - (Perpemon) S HIRED AUTOS .BODILY INJURY NOIWINNED AUTOS (Per accident} _ PROPENTYDAMAGE $ "RWELANUTY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN AUTO ONLY: - EACHACCIDENT S AGMEGATE-S EXCIM LUI6HATY EACH OCCURRENCE S UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FURR9WC STATU_ WMER64DOWMDATI MAND TORY LIMITS ER - iMPLOYk1l5'LUIBBJTY - - . EL EACH ACGTOENT S THE PROPRIETOR! INCL EL DISEASE-POLICY UMfT S PARTNERSIEXECUTIVE OFRCERS ARE: EXCL EL DISEASE-EA EMPLOYEE S OTHMOmm"m or Or - Job: I1dYC ICe nT1DMSILOGl1T 8$dam try, 245 Litt e�(iiver Road, Cotuit, MA 02635 RNOVLO ANY OF TM ABOVE 0E6O#110M POLIORIE W UMCMM BEEOR;THR EXPIRATION OATe THEREOF,THEMUW0O=F MV WXLBTIDEAYOR TO BAIL 10 OAYS YmetrTEH INOTICIT TO fH1E OIERTMRICATE I{OLD6R NAMYD m THE IEPT. Arlene Wilson RUT F+LTOMAxUMHadNONA LVMVU110O"ATMoreLmNam P.O. Box 486 OE ANM RIND UP=TNEGCWAW.FM A IIENTS OR RSMUNTATMO. Barnstable, 14A 02630 AOTNOIITrgDREPRE&ENTATNE _ t,� David Vajcovec/WILL I l i MAScheck COMPLIANCE REPORT j Massachusetts Energy Code Permit # MAScheck Software Version 2.0 Checked by/Date 4 CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other. (Non-Electric Resistance) DATE: 3-24-2000 DATE OF PLANS: TITLE: COMPLIANCE:` .PASSES ` Required UA = 204 Your Home = 184 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value " U-Value UA ----------------=----- =-------------------------------- ----- --- --1--- CEILINGS 936 30.0 0.0 33 WALLS: Wood Frame, 16" O.C. 896 15.0 - 3.0 60 ' GLAZING: Windows or Doors 117 0.400 47 DOORS 41 0.350 ,€ 14 FLOORS: Over Unconditioned Space 936 30.0 30 -------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit ;application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. . ,The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . Builder/Designer ' Date KI Elk; MAScheck INSPE CTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2,.0 n T DATE: 3-24-2000 Bldg. Dept. Use CEILINGS: [ ] 1. R-30 .Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C. , R-15 + R-3 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.40 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No 1.11A Comments/Location, "a, aaE DOORS: [ ] 1. U-value: 0.35 Comments/Location FLOORS: 1. Over Unconditioned Space; R-30 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed_ lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible ,materials and 3" clearance from insulation. i VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, .and floors. MATERIALS- IDENTIFICATION: .,_ [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must' be clearly marked on the building plans or specifications. DUCT INSULATION: Ducts -in unconditioned -spaces must be insulated to R-5. Ducts outside the ,building must be insulated to R-8.0. DUCT- CONSTRUCTION: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive .tape may be used for fibrous ducts. The HVAC, << system must provide a means for. balancing air and water systems., f Steam condensate any 1.0 1.0 1.5 2 .0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes . to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING. 1 CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1 1 0-1.2511 1.5-2.0" 2.0+11 170-180 0.5 ) 1.0 1.5 2 .0 140-160. 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only) ------------------------- i t f t i. . t f '�:. ' .I. '1,:'�d. •� �' i i. �;l `,j. t '(a. 1 t _ i T .� d 04 n ,� jI s +. . G. s 1 i r-•n STREET PERMIT BOND COMMONWEALTH OF MASSACHUSETTS Bond No. 006 S 103279807 BCM KNOW ALL MEN BY THESE PRESENTS,That we,DAVID B.KELLEY as Principal,and the Travelers Casualty and Surety Company of America,a corporation duly organized under the laws of the State of CT and having a usual place of business in 300 Crown Colony Dr.,OUINCY,MA,02169 as Surety,are held and firmly bound unto the Town of Cotuit as Obligee,in the full and just sum of One Thousand and 00/100($1,000.00)Dollars,lawful money of the United States,well and truly to be paid and for the payment of which we jointly and severally bind ourselves,our heirs,executors, administrators, successors and assigns,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT WHEREAS, the above named Obligce has issued, or is about to issue, or may from time to time hereafter issue to the said Principal a certain license or permit or certain licenses or permits for the use of streets and public ways of the said Obligee. NOW, THEREFORE, if the said Principal shall faithfully observe and keep each and all of the agreements, stipulations, conditions, specifications and provisions by the said Principal to be kept and performed, contained in said licenses and/or permits issued to the said Principal and in each and every extension of same, according to the full extent and spirit of said license and/or permits, and the ordinances of the said Obligee now relating, or that may relate thereto and shall indemnify and save harmless the said Obligee from all liabilities, loss and expense whatsoever which the said Obligee may incur and suffer arising out of the issuance of such licensees and/or permits and all extensions of the same, and shall make no default therein,then this obligation shall be null and void;otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF,we hereunto set our hands and seals this 3rd day of March in the year 2000. DAVID B.KELLEY Travelers Casualty and Surety Company of Amc-rka By: riscilla F.DeBarros , Attorney-in-Fact` S-2179 .t. IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY, FARMINGTON CASUALTY COMPANY and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS have caused this instrument to be signed by their Senior Vice President, and their corporate seals to be hereto affixed this 22nd day of December, 1999. STATE OF CONNECTICUT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY }SS.Hartford FARMINGTON CASUALTY COMPANY COUNTY OF HARTFORD TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS Otllpf JrVIY AN09 G ksu �p SURfn �� h0 U9 G9 0? �)rL OpPOA.,l� 'HARfFORD a NARTFORD, i c9 ]9 8 2� O4 S 1BY CONN. o° Z ; 1B71 g George W. Thompson 1 Senior Vice President Of,thus 22nd day of December, 1999 before me personally came GEORGE W. THOMPSON to me known,who,being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY, FARMINGTON CASUALTY COMPANY and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. g��.Tr1Rf o duo My commission expires June 30, 2001 Notary Public Marie C.Tetreault CERTIFICATE I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,stock corporations of the State of Connecticut, and TRAVELERS CASUALTY AND SURETY COMPANY'OF ILLINOIS, stock corporation of the State of Illinois,DO:-.EREBY CERT. i'that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority,are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this 32 day of 0$�fj ,,,�.tY A/yQ�G �GASU,44 ` pOAry SU gY�"- c� ` a g HARTFORD, < C~J ]9 8 2� O u_SEAL By HARTFORD, CONN. o° _ , ; 1871 RKori M. Johanson �([1 NO g ;•�,� 61 �� `y • "� �1 s Assistant Secretary, Bond 1, i i ~� TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford,Connecticut 06183-9062 TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS Naperville,Illinois 60563-8458 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS, a corporation duly organized under the laws of the State of Illinois, and having its principal office in the City of Naperville, County of DuPage, State of Illinois, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Joseph M. Curley, Daniel T. Boermeester,Priscilla F. DeBarros, Steven E. Grippo, Walter E. Grote, Helen B.Honan,Joseph J.Perschy,Brian M. Rossi,Kristin L. Marshall,Diane M. Vardaro,Eric M.Wahlstrom,Patricia A. Wood,Thomas E. Young,Michael F. Zurcher, Kerry A. Goodman, Michael P. O' Brien,Linda J. Hodgdon, Beth Verrill or Dawn M.Taylor of Quincy, MA/Portland, ME, their true and lawful Attorneys)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge,at any place within ule United States, or,ff the following line be filled in.,within the area there designated the following instrument(s): by his/her sole signature and act, any'and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond,recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies,thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies,and all the acts of said Attorney(s)-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upcn the Co,rnp ny`u>?en(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President, any Second Vice President,the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary,or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY, FARMINGTON CASUALTY COMPANY and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS,which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President,any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact fob. purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. - ..y ... .... .. .• ... _... ,. ...v.::.!v':�'1i3o1FC:N.!•dA4F1Y1']a�Y4�' K'�4Fn.l:l.91�-W_....r is/roc ..,,+-1 SUBDIVISION PLAN OF LAND IN BARNSTABLE 728.7C BSC/Cape Cod Survey Consultants, Surveyors August 14. 1997 h , bad C7 �i� \ SI9'pFS9 4s}06�,01�d A � � 10d I j �439.go'M. `mod S B!'o!'04� I bs 89 27'41"M -' sVj� %! 4 : Al P N8252Mo* r �I r 5 N --- _ 390 s , e g�"P3..�•N ;Jb aI '� //1�84 yP�T•W -� °a�-� �I / 419 CF,hm I . r I ( • Id m Slury/s Y Subdivision of Port of Lot C and Lot/ Shown on PlansI7287A and 172878 Filed with Cert. of Tit.le..Nos. 5726 Wd.99158 Registry District of Barnstable County Abutters are shown as Separate Certificates of tjtle oay be ,issued for lend on original decree plan. ShoRri hereon BE Loft R-t1jr24 &1Q______—_ ' CW o/part of pJon 8y the bbu/•t. Mad jo 7LI-j. REGISTRATIFE8.11. 3FEB.ii• 1Res r &- .4 I plm200_______ rder. .A. MrAnC .Eapinerv'./d•Awnt f Y• O N c0 N89'2354"E N 390.00' 'l Zoning Review V Zoning District RF t O l Setback Requirements 1 ° �/. Front 30' r Side 15' Rear 15' LOT 4 EXISTING •N C1 24' X 36' > ° ' •�. >r �o. L.C.C. 17287C FOUNDATION T.o.F.- �. (ASSESSORS MAP 54 PARCEL 2-4) 51.os �C 36.00 37.5' �.� U O N 8472, " t" � *now° . LOT 3 37 w L.C.C. 17287c ♦�-+ (ASSESSORS MAP 54 PARCEL 2€1) J T. t HEREBY CERTIFY THAT THE LOT CORNERS, DIMENSIONS, \ N ry ELEVATIONS AND SETBACKS TO THE STRUCTURE AS y� { SHOWN ON THIS PLAN ARE CORRECT AND TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF ARE CONFORMING TO THE TOWN OF BARNSTBLE BY-LAWS AND • REGULATIONS. _ t FOUNDATION IS LOCATED IN ZONE C AS SHOWN ON /•'- ,, F.E.M.A. COMMUNITY PANEL #250001 0018 D, REVISED JULY, 1992 < N 7�780 6. O N N of,n�s�.�� 4 � R tiG A.LPH o HARLOW v COLE s References NO. 2o0 7 DEED REFERENCE: LAND COURT DOCUMENT 739,148 Scale:l"=50' PLAN REFERENCE: LAND COURT PLAN 17287E 00 Figure 0 25 50 75 100 125 FEET kelley asbuilt.dw OUTLINE SPECIFICATIONS i<v. MASONRY YLRTY rwith� -«-carlpy "IIII- RESIDENCE HsttWh Anerken®IN` and Natlenal .CConcrete Naxonr Association 0101A) 205-Little`Riv`er Road a Products vnerr- -w..,Cowit;MA j LCCo-ttee Luray¢Nw 8 Mnsorry Mortar-ASTN C 270,Type �,•••`.$'- S Per r and]2'snes,Type N for Awls naN saw ° NorbtD�m"°.e .wDi'r�rw-tr�.s typr, T �"' NOT . . 9 po.wires, WATMPROOP N - opproprhq For eaU ems.Install Ma wano a�sur r�rvW re mw...re aeanw ends oourst below OradB and 24'ontrwu. vn.ro 9'-O' 25W 9'-4T Center ebow er'ade Car as otheMse Warm rated ti contract� wr� 4.t. I Bars-ASTN A 613, made 60,deFarned bars. �e ~ ..�s..m:ro � . C.Execugon 'I. Try ,eo.an a.•r _ L Lvtnll ekh rurrrllp borM and concave �� 00 mom,to i wao,w w� toiled pYtt Sears prat aU _ trots aonO TUBE Wi excessterNas.Yuenra"`Rerave • 2e�eweooT I N`POOT1 4r 2.Provide contra �oYlts at snexYast of 4 s o��`••• BELOW GRADE TYPICAL 23 feet U as otherehe noted Yt corrtroct docume s, -.'.r.. - e+a. -Sept.20,2006 --'A GTEP TOP OF RETA►M WALL x I — -- 1 \em APD�BCAPE POOL PLAN I —— — } L. \ 4r I I iI I aaN wm m Om aLAB I I \\\ 1. Retaining wall Det. SCALE:1/211=11Ar1 4460- TT r a POOTMB AT WALK \ \ 2,0 �THo AT 1 I 1 / " G AT GARAGE GNG D 247 ONSET VESIGNvBu e MEL\ GRACES P'oorrn \ AT GARAGE f f P.O.BOX 1 2 0 0 �` I \ ONSEr MA 02532 -__--__-__ • _-- __- _-- -----__.-- _ --- ---_l 0A4&/4x H 7/r LVL IAiBOVep - - - 1 � f. TEL. 508-295 2952 !` ——— I I T1 FAX 508-743-0903 p, + 4a \ \ VV info@gng-design.com PL om ELAM, `. 1 1 ———— 1 b R.PMY Vr�SAt�R 1 . L—— ` - TURNING NHLL OKR NOZAASOCAu-7 COW. CONSULTANTS,INC • • GRAMA.AR aLEBABE. .` 1�— . 11 ,' DBrEAP&BB,EicatBns COBBlBOC1'lox NANIGBB9 .�7r� •®aw fe.-as leo Ewa 1 I 7'N b 6�0' e�•�D' 4O'-6' e�-tO• 7�0` 7�C -- - --7'-6' �\ 1 I 1 --- ------------- —_---_ - -. - -- ---� 1 — ----- ------ -- ---------- vo-- -. rr clrr CONTROL•xxrra W BU MABEAMM IM awr n GRUT O MAKE Cora NO MORE THAN TISPLA n GR01lr I 1 l� (TM 24 t1 A A.rTER Paul CET PLATE e®my" I 1 OEM AT I"vq. 1 I 0 H 7ia LVL"OM I 1 ' as x 4r eDNn.,Dua • 1 INOTM POOTMI IGC MAM PRovwona POR I 1 aesme EJECTION PUW AM 1 1 AM aurr PUW. PRO B e/r x ti ANDIOR 1 BOLT&EPA=40 avoir FROM 1 s l 1 TYPICAL CORNME& I sheerrme: Fr r- ---J _—————J . I FOUNDATION ——— -- --------------- BASEMENT ———————— — PLAN it E i :0i �� Project. Draws By'. JJ 4rD14 aq'10 TIES W/ Checked BY GG 2&'DNBOOT ONOPOOTI 4r BEI-01d GRADE TTPIILL. Scale: Dale: FEBRUARY 28,2006 Sheet Number. N-d 4B-O' e-a Foundation/Basement Plan SCALE:1/411=11-011 1 !1 F � THE LAVERTY RESILIENCE 205 Little River Road Cotuit,MA 02635 moTM& ALL n.�-~e�^ ®m caswL --"•- .. ere ?O' Pa 26W 9641- 1- m Se t.20 2006 1 t rr-----------cr-----------m ---------- --------------------- GNG DESIGN Inc. 247 ONSET AVENUE,ONSET VE.LAGE \� \ 1 1 `\ ONSETBOX MA102532 T `�`( TEL.508-295-2952 FAX 508-743-0903 11-V I info@gng-design.com ® 7, / ABDVE�PROVIDES T� spa 4a�r 1� ` BASEMENT EXERCISE " GAME PLAN l n X n II i \ I B II I yam, 71.p. oil Notel Stub out plumbing -=- for future bath - it room 11 sheen mile: —41 008 Wi STORAGE KWECHMICAL cLosET ,e . II 45 n LAUNDRY EXTENSION ® v oJeal o mawn BY* . JJ Checked w GG scale: ® Data: MBRUARY 29,20% 1 M3 Sheol Number. Basement Plan SCALE:pia„=11_0.1 1 AmO "WS AM DOORS TO SK ANPINUMTHE RIME VENT G01R1TYP) %W DTEaa CLAD OU1SR76j=GR wood NeoE PEE LE ASPHALT L YR MOH LAYEIiTY WOO PERMANENTam SXTSRIOR Am E-PAV RR WO AND PEOPLE ASPHALTRHISHSHINGLES SPACERS.CU' ROPLS PANTED KOMMNC SIESLLe OVER 00S ROOP PGLT" APO eA/Na /DAPo MOLLDNC TO PROVIDED,AIC ICS APO WATER RESIDENCE RISTAL.I1lp S TIC OSI'lRAI.CONTR/�OTOR' RAKERS!AT ALL DAVC — — 205 Little River Road Cotuit,MA PLLNI R STACKS,SATHI M. 02635 MX UlST KROM41 RXAUST,WM LOCATIONS.TO DE REVRRWED AM APPROVED SY CM DEEM DEPOSE NSTALATKON NOTES, Air eero s nr euew r rneW ue �.....ma CYPROSS DEAD BOARD Cis W/EXPOSED ® AN ® ® � vTM �TM COVERED PORCH ONLY. anm O°°'� • _"^�^'� ® PAIRED WOOD AT ALL crn4m LOCAL'SGM 05810K �ea.�we�:�a.ne M OR �� Revh�onc _ ALL®ITEROR'tRR4. _ _._......-�— SHALL DE PAN AwoOD TYPICAL m CCEDAR TERIOR AS R a R.W_ m Se 20 2006 11 fill I till EXPOSURE OVER SOS,PELT Vr CDR -- t. 4V DNNE7LR POLYSTONS 2 PLYWOOD SHRATHM4 US M0.2 OR _ COLUMNS,TUSCAN/ASKS affrM R SPP STIOS Ow O.C.R SI TUSCAN CAP.W/PULL-LAD Kr.PESRmL,A66 MSIER PLASTER, TE COATED COPPER CAP FLASHING DL.IRElOARD w/VersEst PL.AST'ER,s (COL PARTED WIRE). COAT SYSTEM L I I I I I I I I I I I 1 1 L 1 II II II 11 II II . __ 11 II II a 1 1 1—�----------1—�--------- 1—L---------1-2----------- I I I I I r r=====--------------------------- ----------------------- - -I II II GNG DESIGN Inc. 247 ONSETAVaNUB,ONSBTviuAGE 1 1 I I I I 1 I I I I SEr MA ONSBr I I 11 I I MA 02532 I I I I I TEL.508-295-2952 1 I I I 1 I FAX 508-743-0903 -_ ---------- -- ----------------------------------- -- 1 - — — -- ---- - uilding Elevation scale:iia��_��-o�� 1 info@gng-design.com ROWS vow CaNrtIYPj NEW ROOPIMS,40 YR WIN Or—PROVIDE ALT.PRK?16 PEOPLE ASPHALT swoum E8 - 40 YR ASPHALT SWINDLE . OVER SOS,ROOP PSL111111 - - Sr ICE AM WATER germ SARIE10.AT ALL SAVE LINES 4 VALLEYS — t F. — — WWM CEDAR WALL SHNOLAD SMALL Sheet7lRe: DE PRE-DIPPED(I COAT)WRM A SOLO /ODY OIL.DARED WAN I COLOR SELECTED IY OWPlW POLLOWNS rM nSTALLATIa1 APPLY A SecorO COAT ALL.mRERgR TRR4,SRAOWa,MOLD104 6M BUILDING OVER ALL SHALL ME PANTSO WOOD © ® ® 11 MAHOOONP WOOD DECK PIOTNED AWAY PROM HOUSE ELEVATIONS Noun- — — Project: PLA44 If COLHRSIR TUSCAN YBASE. STOM= Drawn By: JJ KITCHEN N0 STACKS,TC.LOC LOCATIONS I -� I TUSCAN CAP.W/PULL LEAD 96 ROVI IOW A ETC.LOCATIONS TO I DE RENEWED APO APPROVED BY EPIO � i i COATED COPPER CAP R_48lIRIO Checked Ry: GG DIUMIN I@GRE INSTALATION I f ICOL PANTEP VA4M I I Scak:: - I ® Dole; FEBRUARY 28,2006 — 1 papa � Sheet Number. - -- - - North Building Elevation SCALE:1i411=11-01, 2 ALL °°°R°Ta°°Ate' THE H000wRlc�PT aERRa eLAD alrroce PAxrt�woeo., PL°M.M BTAC.aATH ,�,�PeRPt1,P@tT EXTeRKxt MTRIOR d APD EIIAUST.orckm t ,ETa RtOae vet+r (..P, aPAeeRa Ra• PANTED KOP+A/Pvc aLesus L.C"Tums TO W Rawew® LAVERTY APo cneMa wienPo wouLaRya To ee vROVD®APo AM APPROVED BY 4M DEMON METALLED ar TPa oetcRAL conrRAeTOR aaPORR MaTALATM RESIDENCE — 205 Little River Road � new RooPM&40 YR 140W Cotuit,MA PROIZe ASPHALT 8HPIGLEa 02635 OVER 4w ROOP PELT"TM 3d ICE AND MATMt aARRlR AT ALL RAVE LMM 4 VALIAMS PIOTEB: — r Wars ww --am Oisw wn rem �erwrv� Qa PROVM ALT.PRICMa 40 YR ASPHALT ammum ® T— ..aran a s an D4a1®t k�a�M OR PP CEDAdt MALL AT)V a aIYLLl ..m�-Se t.20 2006 aEPDOW,ED(tCOAT1 ALMA SOLD aODY OL aAa®BTAM( —ter_ coLoR.wr tc7m sY owpow ALL EXTBtIDR TRR4 POL.CVIM M@TALLATION APPLY A a sRAL M 0.ere. EC ,L pO COAT OVER ALL / \ au. W 4E PANITEDMTCD HOOD PrYCAM O 9 8 7 6 woum AY OM I � ❑ 1 \ \ GNG DESIGN Inc. 1 / 247 ONSETAVENUE,ONSLIMUAOE z 1 ® ® ® P.O.BOX1200 1 Oka" \ ''{{ WmY ONSET MA 02332 1 FAXTEL 08-743-0952 03 I FAX 508-743-0903 West Building Elevation Scale:vary=r-o^ 1 info@gng-design.com NOTE PL MWIM WACKA aATPRPL , MAUST K(TCP4M enANIT.era RCQE VEM'T COI'TT.(TYP.) LOCATIONS TO ee RUVOWBO - AM APPROVED sr 4Ma CMISQM SWORE MOTAL.ATION rA POW ROOMM 40 YR NIOPI PROP"ASPHALT allwmm Qa PRASPH LT a rmm-PPJCm OVER B«ROQ PELTITYR 40 YR ASPHALT ala10LE W ICE AM WATER EAMOR AT ALL RAVE LJMS 4 VALIEYB NO=Ve"COIYTIT'YP! SPL�01 Iw1DOR WE ALL eXTlRt10R TRM — OMACXerm f401xons,ETC. Sheef aNA14-4E PAMT®HOOD PPAHOaOPK MOOD DECK PICTMO AWAY PROM HOUSE PHI BUILDING ELEVATIONS — _ — — — — — — — — — Prolmt. r i TYPICAL EILTERIOR MALL: + 1 I I Drawn BY JJ WWM CEDAR aleat.es R a R W-EXPOaUte OVER 404 Checked BY GG 4/7 COX PLYWOOD 3MATHM awr Scale: 4 W O.C.R-21 ICF.MBROL.Aaa I I I _ I I srVEMEMSTEM LA ` I I I FEBRUARY28 2006 W/VEP®R PLASTER 2 COAT\ \ I I I I Date: l\ ` CHUM I I I Sheet Number: I II I ? I South Building Elevations SCALE:1/41r=r-Orr 2_ 1 A = 4 � S - ' �p 1 � i�� VDU i THE • SMOKE DETECTORS REVIE GENERAL WORK NOTES LAYCIiTY I�Terty R�� // -}Y-, / ED GENERAL CONTRACTOR PROMISE TO MAKE THOROUGH IiI:�II)C1t(/E V C ✓Ry(% "/NJrc/C��/- VISUAL INSPECTION OF PRfiM188S PRIOR TO SUBMITTING 205LittleRiverRoad BAR O� PRICE DUE TO THE EXTENT OF WORK REQUIRING FIELD COtUtt,MA BUILDING DEFT. VERIFICATION AND INSPECTION. OM35 DATg ALL WORK SMALL MHHT OR EXCEED REQUIREMENTS, 205 Little River Road Cotuit MA 02635 REGULATIONS, CODES OF Re MAYS ;014 O STATE UNIPORN EVIL OF AMD FIRE PREVENTION CODE, AND THE NOTES: FIRE DEP ORDIMANCHB OF BUILDING, TOWN OP 6ARNSTABLH TMC\II '—�— AND OTHER AUTHORITIES HAVING JURIBDICT ION. Au�wr�.a,uu vwvea u neu^,e OTH S GNA �71 DAT@. ALL WORK SMALL BE SUBJECT TO BUILDIMG DEPARTMENT W�rrc^TURES ARE REQUIRED FOR P APPROVAL. TMe CONTRACTOR SHALL ARRANGE PAR :b G G vnm•^Me w.a� •^p^ ERM/TTIIyG ALL RROUIRHD INSPECTIONS AMID SMALL PROVIDE THE OWNER WITH A CERTIFICATE OF COMPLETION FOR ALL WORK R^uv,•nR a x /t PRIOR TO FINAL PAYMENT. Twa •„xw•s.a 4. G.C. SMALL FOLLOW ALL MANUFACTURERS' SPECIFICATIONS AND INSTRUCTIONS ON PREPARATION AND INSTALLATION OF ^^ PRODUCTS CALLED-FOR UNLESS OTHERWISE NOTED nw,.e<•na,a a<w r,x ON DRAWINGS. GNG<WESIGM.Hc.•� 4 5. ALL WORK SHALL BE PERFORMED COMPLETE, L13AYIKG EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, R-bftn. LABOR AND e0U1PMHNT PROVIDED BT THE CONTRACTOR EXCEPT AS SPECIFICALLY NOTED, OR ARRANGED IN WRITING. 6. ALL WORK SMALL BE CONSIDERED NEW EXCEPT AS OTHERWISE NOTED.AS "EXISTED OR 'RE-USEn. -- - ], ALL NEW WORK , G.C. TO PROVIDE SUBMITTALS TO D ARCMITEGT/ ESIGHER OR VERBAL DESCRIPTION POR APPROVAL. ALL WORK SMALL BE MADE RIGID, AMID WORK ADEQUATELY BRACED AND SU►PORTED TO SUSTAIN ALL.IMPOSED LOADS -- _ • AND TO PREVENT MOVEMENT. ' - 9. THE WORK SMALL BE CONSIDERED ALL MCLUSIYB AND 98ALL INCLUDE BUT NOT BE LIMITED TO PROVIDING ALL FINISHED (PAINTING OF ALL SURFACE), ELECTRICAL WORK, PATCHING - ANDND ENCLOSURES OFFDUCT WORN, AND BASEBOARD. 10. ALL WORK SHALL BE FULLY GVARANTHED FOR NOT LOSS THAN ONE YEAR FROM THE DAY OF FINAL ACCEPTANCE OF THE PROJECT BY THE OWMPR. GNG DESIGN Inc, 247 ONSET AVENUE,ONSET VBI.AOE 11. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES P.O.BOX1200 IN THH PLANS AMD SPE CIP ICATIONS TO ONSET MA 02532 THE AR GMITECT/DESIGNER. THE CONTRACTOR SMALL VERIFY ALL i CONDITIONS AND DIMENSIONS PRIOR TO STARTING'WORK, TEL.508-295-2952 - '. } a. POR PROPER LA OUT. VERIFY ALL ITEMS PRIOR TO ORDERING. FAX 508.743.0903 1 8 k '2. " CONTRACTOR TO LEAVE HOUSE AND PROPERTY IN CLEAN info@gng-design.com + AND READY TO BE 'LIVED IN' CONDITION. 13. ALL CLAIMS PO R EXTRA WORK MUST BE APPROVED IN WRITING BEFORE WORK IS BEGUN, OTHERWISE - .. THERE WILL BE NO OBLIGATION BY THE OWNER TO REIMBURSE THE CONTRACTOR. GRAPHIC SYMBOLS DRAWING SYMBOLS ARCHITECTURAL ABBREVATIONS LOCUS MAP PROJECT DIRECTORY DRAWING LIST OWNER %lLd CON„ cmim QRZI [dum Svk9015,nea m aExewl onv IwF la« fe�M'M PNi Pnim(ea)<I f /� ,n�iro, PNL panty IMF n O,GA uumLx t a"�nIL i. 1'e PM wWr�alkl or. Fir%^.er r.., p� � F muM FCC nrre na'.NUISDMr roIHm1 pmv n .. eFUKL/CW1P.FILL DEYNL5 FP rew , / _ 'a:o to �Del,ll e<. nRRREVLLiroNs: FUR a;o^ puy Pbalk lamina. t ARCHITECTURAL L to.ry�"1i oi`sa o.y.) ur FLUOR nw<.<.�I N ppbl. T MooROCKA[DCC F,[ "<Wa'rc, 9e NG eacn�b FWD y^°°C Rnmk I w SITE/CIVIL A-0 BASEMENT FILM �T E�mc,e R i o v°T" m a.e„r n. A-1 FIRST FLOOR PLAN Panrq s^e.n pn UN ,lum4vm CDNCRR[ ¢ ,R w wa.. w. ar Rr n. A-2 SECOND FLOOR PLAN EDWARD L.PESCE P.E. m �s a<in,'eeli cuv T MFR ;aa,mo, spW „p^,R vt qb,,.Rl" REI„ "xFo,E(e) PESCE ENGINEERING cS ". , REs AND ASSOCIATES rrAu TYPES ab°I cP ;nam m "(,V.,xk a A-3 EXTERIOR ELEVATIONS ® a,Nxnx. aN ^gm Ian 451 RAYMOND ROAD - .. . -4-0" a<I,nx, „ow° nxHORR a.am PLYMOIRH,MA A-4 DMOR ELEVATIONS OFFCD„CPEIE EOCK Bp° DDbemxO "D ^y,,.O ae„Is Mc rMInQmM DOOR Nutt Roi COII,m ,I Np Ro .,�Rn,p.m,W PHONE/FAX:508-7439206 A-5 BU0.DING ACTIONS Door HumeMn SLOG "P Rx4-1Fal SIIxBt tEr. orr. BLDc "wales „oR s N N-I, LANDSCAPE ARCHITECT PDM( a Space SEA Mien W.�..X.,TIM eu%a �emro? o L ae(a).P.y) ®aEx ciu wIu <,(,a�.Gn") so .ola<x rtM sakk Sm,R Scat/ ��xi HEIGHTS nR IF. uvu n.xl PR ,U U-1 aAc m PP m m:i,°o ap TITLE SHEET ruxs„Eo WooD CLR nIZ-1 .) KO I„o<.a,I STRUCTURAL ENGINEER RWD„wooO ® ro'm.FU- )•Nx^•, OIL cowv a e.(Ian).a w �B be alas nrzL INw Pa. TURNING MILL CONSULTANTS, INC STRUCTURAL amxm�na L.mEx ony OETNL NAIL corm < F�Ib;.a,"xr""I "v Ih„plM1anO >o i*dam,(�<..) ROL BOX 1159 aaP<",.. SWWICa MA OM Y K.a a.roa Enk.,<e D«,II Dom < iw I< am *Oc ',,e-n'r (5D8)W-4383 S-0 FOUNDATION PLAN n wbu„ L.c.c. .e,,pax ios i"w m Ba.R.R s«,n a e"., S-1 FIRST FLOOR FRAMING FLAN ARP o P '� m ^ok rn i'm.I S-2 SECOND FLOOR FRAM84G PLAN °Town Dr. JJ m„a^maan;.N °•k cn«KRa sr. GG NrwooD ({}-EaalPm<nI R11--„,me<r D. abw,w k.°.R D< S-3 ROOF FRAIBNG PLAN Large Srok DN --, MECX mxn�" NORTH.VBWW ca E nna wri ,i""ip1 uRo — ,w+.e anx.IM sm,n srok e D„ q M KIRR �I",'aam �R KE', GENERAL CONTRACTOR SO.* o` ,-' E" ELECTRICAL PRnnE w RoN, kiln(pr, I Rex<n«) aim.w., u o m m f a) ter, d`'nw,m' m. O� FEBRUARY 28.2006 ®cuss RED :k�U.Im) Lxq<Sede CWC MMrk.,Ir<c,okr small s<,k REV6p16 EUNnx�a'w Nc «m�<xn n :, aoulfrro) sh-I Rumba RMtbn Localbn Ce NMM ele. W<mrN I G1pSUK ODRRD - ova MxE)F. GO T-� ALU4INUY I i THE LAVERTY RESIDENCE 205 Little River Road Cotuit,MA 02635 NOTES: 1 A-4 T— ... ....m..= . 6M6 DE91Ot Yc 4-O' 25'-9• 9-1T - terbbts A-5 -. _____--___ __________ ____________________- 1 \ . I v I 2 n-52 2� 19'- GNG DESIGN Inc. \< 19'-1T 247 ONSEr AVENMONSUVEIAGa .�'//�' \\\ a I fro• I \`\ ONSErEOX MA 02532 TEL.508-295-2952 FAX 508-743-0903 40 I ® j j info@gng-design.com T . o ® GIRT ABOVE PROVIDE S PPORT a 5a0. a 1 9a m. m BASEMENT GAME - ., EXERCISE a P7L ♦N ro'ons / T_6tl B� II 1-9• 5'�10• 1CY-5• 5'-1 T-0' T (Q 511 T 5�2 2� \Vl T Note t$ Stub out plumbing ®\� T for future bath a —�I room a q ,N v tS�r\ts lS�E9 Sheet Tkk,: II I B 007 T —JI ECHANICAL 008 STORAGE ------ --ty - 00M 002 ' - CLOSET r(R F�1uhSt'� 15VDSW II om ® ' LAUNDRY ""' - EXTENSION m^ ® ^Oj° p c °'°"'"Dr. JJ i o Checks•6y. Cs�a • f<el•.. _ tee' FEBRUARY 29,2006 T3 Sheet Number. a •F-5 I Basement Plan SCALE:1/4"=I1-01, 1 L J 62' THE . to LAVERTY - RESIDENCE y-0 W-o 205 Little River Road Cotuit,MA 02635 NOTES: —A-5 - Tr.e ou.wr we na rearar 6I'Ir OBaG,(k t wmvu. 6N�OEal01.IK ww M ti . It-bbet n - 0 O 10 DECK 09E ® DECK ,o7 r WF STEEL BEAM FAMILY - ABOVE SEE STRUCTURAL ROOM O I 11 0 � o- -� -' ® ® GNG DESIGN Inc. ,7 ———_ ❑ O 2a7 ONSETOAVENUE. .BOX ONSET200 VrtLAGE 108 u ONStir MA 02532 u - BREAKFAST TEL.508-2952952 6 FAX 508-743--0903 KITCHEN sZ a.-5. ; info@gng-design.com LAU Y I a ROOM I ,09 I MASTER 13 lll,,,yyyJJ� I Cl ® BEDR00 - a'-2z s•-a' I _ 14 4 ® Mtl ROOM ® ® a a A-4 6'1' 9 Y-12 ' --a.�5•— -0. 4-a• a-0. 4._21 1. c. MA+57EI�' ,9•-9 2VAIM II tm s 1 O 5- z P,.a. - II DINING I _ 0 I I- s ,zEA— 9' _ ,,, Vie, O OG I I ,6 RISERS•7.95' ® �) WALK-IN , t01 m' _ CLOSETrl Q v I I o ®I ENTRY I I 17 Q v „ Cu OM e 0 ® I O e® ® o,E COVERED PORCH FIRST i I FLOOR PLAN 0rer+o Br. JJ Checked W. Gs xakr. ew e e,0 9 a 9-c 90 a' o a' &-Cl DaW. FEBRUARY 28,2006 _ Sbesl Number. 62 �3 First Floor Plan SCALE:1/4"=11-01, j L F THE I I A-4 LAVERTY A-5 -WW� RESIDENCE 205 Little River Road Cotuit,MA -02635 NOTES: Tr rel'Irs D2.81fdt 1,a�aosu a . 6!q DEAlydt k a~ - r . r Q-W— 31 ® ® 0 z O BATH OOM- xzo DECK or q°t .. JDR 20 z042 2 P OS)=� BEDROOM GNG DESIGN Inc. 2 112 247 ONSET AVENUE,ONSET VBAAGE o P.O.BOX 1200 A-4' ❑ A-3 ONSET MA 02532 ® 508-29.5-29 � FAX FAX 508-743-090303 info@gng-desigt.com zos Zm 206 BATHR00 FAMILY b WALK—IN ROOM I CLOSET ? 4'-S• h 2 a'-T 6�9, _ 7'-07' y1. 9,-T •'w - - Y , I Shah 10b: - SECOND FLOOR PLAN Pmject Drawn Br. JJ aa• r-r u•-^• r-r ar-s• Chacke4 SY (G Scab: 4g•p Dab FEBRUARY 28,2006 Sheol Number. Second Floor Plan SCALE:1/4^=11-01, 1 l_ J y � GENERAL NOTE . ALL WNDOWS AND DOORS TO BE ANDERSEN WOODWR SERIES CLAD 011.'PAOiTED WOOD NSOE NEW L.S A PK' 40 YR HIGH THE ROGE VENT COMT.(TYPJ tT RIOR GRe'a AMD OVER 3 ASPHALT SF/I'IGI MOVER 90w ROOF PELT('fYP( LAYEIITY LED B THE GENERAL CAIITRAGTOR. BARRIER AND 1A°T WALL SAVE - RESIDENCE LINES!VALLEYS TOPar_ — _ — — 205 Little River Road NOTE Cotuit,MA PLUMBING STACKS,SATHRM. 02635 EXAUST,KITCHEN EXAUST.ETC. - LOCATIONS TO BE REVIEWED AND APPROVED BY GNG DESIGN BEFORE NSTALATKON J NOTES Il till"till Bull Hull 70P PLATEEMI Hera d... {� BEAD BOARD CLG W/EXPOSED ..a.. ��•W�rw RAPIERS oNx++e wa4•e ® pie rXu�+s USED CLEA CYPRESS(PANTED WHrrE)• R Trwe= COVERED PORCH ONLY. r m ... PANTED WOOD AT ALL OTHER LOCAL'S GrIG OE9KJt k �~ . SECOND 0.00,OOR .. TOP OF WAIL Rerbbrs ALL EXTERIOR TRM. TYPK.AL EXTF-RK)R WALL• BRACKETS,MOLDNGS.ETC. Hui WHRE CEDAR SMNIGLES R a R.5 - SHALL BE PANTED WOOD EXPOSURE OVER 300 FELT.1/2 COX PLYWOOD SHEA.THNG.2X6 M02 OR 12'DIAMETER POLYSTONE 2 ® BETTER SPP STUDS•IVO.C.R-N IB _ COLUMNS:TUSCAN BASE, K.F.FERGLASS N KO SULATM 1/r COLUMN CAP.W/Ti .L LEAD EMI EM SLUEBOARD W/VENEER PLASTER,2 COATED COPPER UP FLASHNG COAT SYSTEM (COL PANTED WHITE) O ® O O O O O O ' a1KMe P1111a OHi116 011I,Me � aNS41e a11IM6 _ F06T SUBHDOR — — — ElEV.�W.00— - - - - - _ - - I I I I I I 1 1 I I I I I I- a I I I I I I 11 I I _ 1 I I I I I I I I I 1-1----------1-L-------- 1-J'---------1-1-------- I I I I I ---------- ---------------------- ------ - �, I I I I GNG DESIGN Inc. L--J -- 1 1---J I I I I 247 ONSET'AVENUE,ONSET VaA.AGE I I I I I I P.O.BOX 1200 ONSET MA 02532 I I I I I I I I I I I I 1 1 1 1 I I I I TEL.508-295-2952 I I I I FAX 508-743-0903 — --------- ————————— ------------------ --------- — x'LITI uilding Elevation Scale:1/411=1'0" 1 tnfi3@gnS-design.cotn RmGE VENT CONTATYP) - — TOP of MODE 0.OW . G.C.PROVIDE ALT.PRK.NG NEW ROOFI( 40 YR HGH 40 YR ASPHALT SHINGLE PROFILE ASPHALT SHINGLES OVER 3Os ROOF FELT(TYP) - — I1 TOP RATE _ _ —Y 36'K_E AND WATER _ - BARRIER AT ALL SAVE - - LNES a VALLEYS N, _ SECOND SUUL00R TOP OF WALL _ Y ETF-00.00 SkeeI TON. .. WHITE CEDAR WALL SHINGLES SHALL BE PRE-DIPPED(1 COAT)WTTH A SOLID BODY 00-BASED STAN(COL—OR SEL-ECNSTALLATION APPLYD BY AFSECOND COAT ®® ® BRACKETS'MOLDINGS.ETC. ij SHALL BE PANTED WOOD BUILDING ILDING MAHOVER ALL 11 10 © AWA K:NY WOOD DECK PTHED ELEVATIONS AWAY FROM HOUSE pa0A1 We�1l aNiOtT R110b o11Da1e FIRST SOOW E]EV.e 00.00 I 12-DIAMETER POLYSTONE 2 NOTE: COLUMNS:TUSCAN BASS, 0—By, JJ 1 PLUMBING LTACKS,BATHRM TUSCAN CAP.W/FULL LEAD EXAUST, I I KTTCHEM EXAUST,ETC LOCATIONS TO 1 COATED COPPER CAP FLASHPIG CNxkea Dr.BS REVEWED AND APPROVED BY GNG (COL PARTED WHITE)Be DESIGN BEFORE NSTALATKOM I i scale: I � aB Dahr FEBRUARY 29,2006 I s1e.r xaa, LI J-J North Building Elevation SCALE:1/4"=r-0a 2 L J mcrm. ALL WINDOWS AND DOORS TO BE ANDERSEN _ _ THE WOODWRKHT SERFS CLAD CLlTSIDE-PAINTED WOOD INSIDE PLUMBING BTACK3,BAUST, ETC WITH PERMANENT EXTERIOR AND INTROR GRILLS AND N_oco.Tlons TOO BE REVIEWED LAVEIiTY - SPACERS.CUSTOM-PROFILE PAINTED KOMA/PVC SUBSI-LS RIDGE VENT CONTITMP AND CASING W/BAND MOULDING TO BE PROVIDED AND AMC)APPROVED BY GMG DESIGN — — "STALLED BY THE GENERAL CONTRACTOR BEFORE�TAtl`TION RESIDENCE LOP 205 Little River Road NEW ROOFMIG,40 YR HIGH Cotult,MA PROFILE ASPHALT SHINGLES 02635 OVER 300 ROOF FELT(TYP) • . 36-ICE AMD WATER BARRIER AT ALL SAVE LINES R VALLEYS NOTES: TOPMIE MID.Ocrwu...r oa.a.............. a G.C.PROVIDE ALT.PRICING 40 YR ASPHALT SHINGLE 4 31 oHx1+e " 6N0 De616N Ac w~ ~ . SECOND SUBNOOR . TOP OF WALL R.Vbi— CUSTOI DOW �•� WHITE CEDAR WALL SHINGLES SMALL BE PRE-DIPPED(1 COAT)WITH A SOLID BODY OIL BASED STAIN( ALL EXTERIOR TRP1, COLOR LNG N3 AL BY OWNER) ® ® BRACKETS,MOLDMC+4,ETC.. FOLLOWING ONSTALLATKJN APPLY A SECOND COAT OVER ALL / \ SHALL BE PAINTED WOOD r - 9 8 7 MAHOGANY WOOD DECK - O POURED AWAY FROM HOUSE ME S118F100R _ _ E1EV�OO.W GNG DESIGN Inc. ® ® Ll ® \ ® 247 ONSET.O`M OX I ONSET VELA AGE ® 41 40 ® ONSET' MA 02532 i N - OIIIGS \ oHiOti wzua - a'�"A f)Hi�i TEL 508-295-2952 I ' FAX 508-743-0903 West Building Elevation scale:11411=r-0^ 1 info@gng-design.com NOTE PLUMBING STACKS.BATH". EXAUST,KITCHEN EXAUST,ETC- - RIDGE VENT CONTXTYPJ - LOCATIONS TO BE REVEWED - - - AND APPROVED BY GNG DESIGN - BEFORE INSTALATNON — . E1EVe 00.0 NEW ROOFIMGt 40 YR HIGH G.C.PROVIDE ALT.PRICING PROFILE ASPHALT SHINGLES 40 YR ASPHALT SHINGLE • OVER 300 ROOF FELTITYP) 36-ICE AND WATER BARRIER AT ALL SAVE - LINES R VALLEY 70P RATE — RIDGE VENT CONT.(TYPJ SECOND AIBFLOOR t - - — — — roP a WANE ALL EXTERIOR TRIM. BRACKETS.MOLDINGS,ET<_ 36MfN SHALL BE PAINTED WOOD MAHOGONY WOOD DECK PK:THED - AWAY FROM MOUSE FFRI BUILDING a� ELEVATIONS i1RSf wBFtooa — ElEV.m 00. - - TYPICAL EXTER)OR WALL I I I WHITE CEDAR SHINGLES R R R, I I I ChmkodBY GG 5 -EXPOSURE OVER 300 FELT. 1 1 I 1/Y COX PLYWOOD SHEATHMG, I I I Srakr. 2X6 NO2 OR BETTER SPF STUDS w 1W OZ—R-24 I F.FIBERGLASS I I INSULATION,1/2•BLUEBOARD ® 1 I 1 DW. W/VENEER PLASTER,2 COAT SYSTEM 1 slleeN NUInENK. I I I 1 ----------------------- — — l_—J South Building Elevations SCALE:im-=r-o^ 2 L J I w THE LAVERTY RESIDENCE 205 Little River Road Cotuit,MA 02635 noTes: mow.w ,�:Tale o�r�...�.."•.'w Trr _ NEW ROOFING:40 YR RGH PROFILE ASPHALT SHINGLES OVER 90e ROOF FELTrTYP) . S LAYERS OF W PLYWOOD GLUE ler6bl¢ AND SCREW OVER FRAME AT SHED G.C.PROVIDE ALT.PRICING 40 YR ASPHALT SHINGLE TIIPICAL SECOND FLOOR CEILING IISULATK)tt 12'(R-50)K.F.FGERGLASS 2X10 w 16.O.C.ROOF RAFTERS 12 ... TYR U.M.O. 2X10 16.O.C.ROOF RAFTERS RC-50 HK+1-DEI'ISITY KRAFT-RAGED RC-50 Hr.H-DENST'KRAFT-RACED INSULATION W/VENT BAFFLES AND NSULATION W/VENT BAFFLES AND VAPOR BARRIER TYP. ROOFS AND VAPOR BARRIER TYP.w ROOFS AND. CELIIGS CEILINGS - � TOP PIA1E SECOND FLOOR CONSTRUCTICft 14•ENGINEERED FLOOR JOLST,ill R,' PLYWOOD SUBFLOO GLUED 4 RAFT-FACED INSULATION FLOOR 6•UNFACEDD BATT INSUL. GNG DESIGN Inc. W/VENT BAFFLES AND 12 SLUESD.AND VENEER PLASTER CLG VAPOR BARRIER TYP.• 247 ONSETAVENUE,ONSET VEI.AGE ROOFS AND CELPIGS ,1O FINISH P.O.HOX 1200 ONSET MA 02532 OO.W 4•STONE VENEER —Np SUS — Y OF/.= TOP - TEL.508-295-2952 �% FAX 508-743-0903 T'PNCAL ExTERKM WALL WHITE CEDAR SHINGLES R Q R.5'- EXPOSURE OVER Sow FELT.1/Y info@gng-design.com CDx PLYWOOD SHEATHING.2x6 M02 OR BETTER SPF STUDS w 46• O.C.R-21 X.F.FIBERGLASSINSULATK')N,1/2•SLUEBOARD FIRST FLOOR CONSTRUCTION: 11-7/6'ENGINEERED FLOOR JOISTS W/VENEER PLASTER 2 COAT - W/R50 INSUL-W PLYWOOD SYSTEM SUBFLOOR GLUED!NAILED W - HARDWOOD FINSSH FLOOR W UNFACED BATT INSUL-BLUEBD.AND MAHOGONY WOOD DECK VENEER PLASTER CLG FINISH PITCHED AWAY FROM " HOUSE _ EIFV=OO.W 12•DIAMETER POLYSTONE 2 COLUMN&TUSCAN BASE,TUSCAN CAP.W/ FULL LEAD COATED COPPER CAP FLASHING(COL- PAINTED WHfiE) o • f . Shest 7lXe: BUILDING SECTION DNare ar. JJ Checked er. GG scel« Do1i= FEBRUARY 28,2006 Sheet Nemec: _ w Building Section SCALE:1/4"=1'-0" 1 J L. .V «. OUTLINE SPECIFICATIONS D7O„, THE n7• MASONRY �.n LAVERTY A General �- RESIDENCE 1.Duality Control- comply Brick III I A - - Institute of American(HIA)and nntl National. IIi III a+I. Concrete Masonry Association(NCMA) .. recommendations and standards. `` T 205 Little River Road 1 ;p� Cotuit,MA I Products 02635 1.Concrete Masonry Units(CHU)- ASTM C 90,Grade N-I. 2.Masonry Mortar-ASTM C 270,Type ' S for H'and 12'.ails,Type N far 4 I W-W other masonry.oils. wAIY NOTES: aHorizontal Reinforcing- truss type, 9 ga.wires,galvanized,width os wnTea ww— appropriate for all thickness.Install each course below grade and 24 on �. 17w... wo..w.°°m'�^""""�•"•^'•m'ra 91-01 9'-O• 2&-T 9'-4t' noted In ore tract tlrawings),otherwise araTeM )' M %•^" •^�'^a• 4.Reinforcing Bars-ASTM A 615, l .a Grade 60,deformed bars. u.IiNIc �'®•••ew^•�•'wa"•'• iA-4 T—'^"C.Execution �. 1.Install with running bond and concave +�' °'•"w .tailed Joint.Securely grout all •'F reinforcing Items an Insert Items.Remove swot LL)E( 42-DIA SONG TUBE W/ - - cess mortar as work progresses. 28-MBOOT(BIGFOOT)48' 2.Provide control Joints at a moxlmum of BELOW GRADE TYPICAL 25 feet(or as otherwise noted In contract documents) 2'-B' moan-Tolle caN•acTr9 i \_ \ --- - v \ tt ---------------------i .w••4 aw.Tm o.G e.e. STEP TOP OF RETAN1r4G WALL . \� I AT FA STAIR TREAD AND RISER /A�w \ \ I SEE LANDSCAPE POOL PLAN 1S'�T 24, I 2t 13"1r \ O \� b \�el'A w \\\I Y I \\ a i 1r o i \\\ 1. Retaining wall Det. SCALE:1/2"=11-0n M I Q \ I \ I STEP FOOTING AT WA"-CAJT I E GNG DESIGN .Inc. n \ Y� WALK F00T04G AT R / p FOOTING ATMIN. LGARAGELOW RADESTEP Y�i T \ I 247 ONSET AVENUE,ONSET VILLAGE 00 Mvt 4'-O'BELLOW 1] yl�y' _ P.O.BOX 1 GRADESTEP FOOTING E---I 1 I I 1 I I ONSET M A 0 0 2 25 3 3 2 AT GARAGE.---I1— TEL.508-295-2952 ---------------- FAX 508-743-0903 \ •� ---19)4 3/4'X t(7/8'LVL(ABOVE) I . 4Cr I B-0 mfo@gng-design.com 0 &-O' 40• o 4•CONCRETE FLOOR SLAB ■ b W/MlL POLY VAPOR 6X6 WIAAW4.4 WWM RRIEROVER _ _ I L TURNING MILL r I OVER MECHANICALLYACOMP. ' 1 GRANULAR SUBBASE> L I ON is11(CONSULTANTS,INC — J OBe®.OP®18. k.63 1IUD w NBTHOlT10M)14aERS I I t111P0 solo Y e W 0B0f M a�xOwa'6. 4®Ca I v I 1•e WIC-.�. r-6• :0 6'-3' 6'-10• 40'i' B'-1o• T-0' 7'-O' Ti' — frn 7'��r O I BEAM POC T —— — — —CUT fANTROL JOMTS — — — — — — — — — — —— — —BEAM 4'%B E4RQiG 4/4'X4'XB' RING MAKE CUTS NO MORE THAN PLATE SET IN GROITT I I PLATE SET M GRdJT 24 HOURS AFTER POUR SET LEVEL BED(TTP) I I a � w4iL Ep �D 0 I LEVELING D T'P1 DEPTH AT 1•-1 1/4'. W - O I 131 11 7/8'LVL IASOVE) SO,X N CONT1Nl10115 ING FOOTGS (S) E sb NOT - CO)YTSYOUS I " .S GC MAKE PROVISIONS FOR I l9�y SEPTIC EJECTION RUMP AND X 1 PROVIDE - AND SUMP RUPROVIDE 5/8' IVANO(Oft I rb BOLTS SPACED 4a O/C _ -. .... 4T FROM CORNNERS ITYPICAL I I She.#TM.: v I - 4 FOUNDATION BASEMENT - - - -- -- - - - - - - - - - - PLAN is P-1-ot A-5 / \ / \ Drawn BY JJ Clocked BY GG 1YDW SOISO TUBE W/ 28-DIABOOT(BIGFOOT)48• BELOW GRADE TYPICAL Scald. e• B�1o• qa IKo a-o• B'-40• W Dole: FEBRUARY 28,2006 ' Sliest NampM: Sk 0 Foundation/Basement Plan SCALE:1/4"=r-0" 1 I- THE LAVERTY ,, RESIDENCE 44'-O'2a 10 P.T.FRAMING•4d O.G;FRAME DOWN 2�' 6.6 P.T.WAREHAGSER PARA-LAM POST.use 205 Little River Road SIMPSOM""BASE W/V=ICK BOLT.USE 11)ACE6 TOP 9-r 9-0' I 3'-10' I 49'-CY TYPICAL SAND 0 (4)*46 - C 26 II WAREHAUSER P.T.PARA-LAMTYPICAL GIRT(4) 2635 'PI - AREHAUSER P.T.PARA-LAM � noTEs: Lj I ..• ne... ___ vane e.a.e.. 2.10 P.T.BAND OVER WALL PLYWOOD.f h GAL LAG BOLTS W/Y/ASHER9 N6.O.C. '-\ STAGGERED.COUNTERFLASH 2.4O P.T.SAMD OVER WALL (2)ZX42 PT LEADGE WA.L). Tr wry W M ^ � PLYWOOD.� 6:GAL LAG 6MG oealGMl~` W/(2)W"U4 GAL OE OVK'Jt -1 BOLTS W/W N6.O.C. �_ o BOLTS,l?J 96' GAL LA `@bIJT / STAGGERED.CONTERFLASH. ... TO BEAM EXTEND INTO BUILDM6 5' ^"""'"`•"'O"•y�o,"„� . BLOCK BAYS V4 RIM - _ JO19T LVL COPED SCAD TO BG PROFLE R-bb— 2X4 P.T.SILL ON RETAINING E°'e'8S.OR GAL QUICK (3)4 3/4N44 7/d LVL DROPPED GIRT WALL USE O.0 AND ENDS L6 Nd O.0 FRAME WALL:(3) EA)Ia4O HEADER W/SPAN 9 6(2)4/2•PLYWOOD,GLUE BOLTS S . AND NAIL . 2.6 N6'O.C.FRAME WALL;(3)2.1 HEADER W/(2)4/r PLYWOOD.GL LIE )41 X44j L - - _ AND MAIL W NHS.POST UP 8 DOWN (TYPICAL) GNG DESIGN Inc. 13)2.4O DROPPED GIRT 247 ONSETAVENUE.ONSET VH AGE BEAM POCKET,ALLOW 6'BEARING MINIMUM P.O.BOX 1200 ONSET MA 02532 (3)4}X , VL TEL.508-295-2952 b FAX 508-743-0903 info@gng-design.com TURNING MILL CONSULTANTS,INC . OKY®PP®i9,BNGM®19 eNn rnusrRurn9N reN�c�s m town mw OMR e ��,Um.NNea eemnca n®® 7 SISTER BCI W/(2)4 3/4••41 7/5 '-I - -LVL UNDER WALL 3 44^ 6r-O'443V AJS 20 MSR JOIST 121 4 3/4' 14 7/8 12)4 31W•14 7/8 LVL FIRST FLOOR FRAMING NOTES: TO SIT TYPICAL COLUMN:TS 114'X4'X4'ASTM GRADE A-• W/MMINFT'46 KSI ON CONCRETE FOOTING BELOW. PROVIDE 9/6'XS'X5'SCUARe TOP PLATE - l21 P.T.FLUSH HEADER BEAR 4}; Sib ' AND 5/&XS'Xa'BOTTOM SEARING PLATE WELD ALL CONNECTIONS. EXTENDED TOP PLATES PAD TOP 2t.BUTT WALL PLYWOOD WITH 3/4'DIA BOLTS ALSO ACCEPTABLE ANCHOR TO FOOTINGS WITH 31W KW.-BOLTS AND COAT WITH RED PRIMER.(ALL ASSEMBLES AFTER FABRICATION) (3)4}X14t LVLWLAG A COL.UMI*TS 3/46'X3'X3'ASTM GRADE A-500 W/MIN FY•46 KSI TO SR 6r6 P.T.POST FIRST ON CONCRETE FOOTING BELOW. PROVIDE 3/6'X4'X4'SQUARE TOP PLATE , AND 5/a'XWX9 BOTTOM BEARING PLATE WELD ALL CONNECTIONS. EXTENDED TOP PLATES _ 7 WITH 31W DIA DOLTS ALSO ACCEPTABLE ANCHOR TO FOOTINGS WITH 3/4'KWK-BOLTS - FLOOR AND COAT WITH RED PRIMER.(ALL ASSEMBLES AFTER FABRICATION) - - STANDARD 4/4' (2)ANGLE CLIP CONNECTION W/3/4'CIA.A325F BOLTS 6 WASHERS FRAMING PROVIDE CLIPS FOR ANGLES SHOWN SHOP WELDING USE 4/4'FILLET WELDS u)TYPICAL LV FIRST FLOOR JOISTS SHALL BE 9-1/r TJI PRO 230•16'O.C.UNLESS NOTED OTHERWISE TYPICAL GAL RUN CONTINUOUS WHEREVER POSSIBLE/PRACTICAL FLUSH FRAME WITH TYPICAL U1O PT hob SMPSOM UTIO HANGERS WALL LEDGER LVL MEMBERS NOTED ON THE PLAN SHALL BE VERSA-LAM LVL OR APPROVED EQUAL WITH D-6Y O JJ Fr 3.1O0 PSI AND M.O.E.ZOO I.00O PS CORNER POST STANDARD HVAC HEADER DETAIL TRIMMER MEMBERS TO BE SINGLE"/T To PRO Clucked RY GG 230 JOISTS i Sr O.C.INSTALL SOLO WEB BACKER BLOCKS TO EACH SIDE OF Scale:1"-1'-0N TRIMMER JOISTS•HEADER LOCATION.HEADER MEMBER TO BE SINGLE 1-31W X 9-I/2' xae JTIMSEOIST WILLSTRANDUSE LSL SUPPORTED M SMPSOM UTI 1 TAB HANGERS.THE HFADF�OFF JOIST WILL USE THE SAME HANGER TYPE. 0o1i= FEBRUARY 28,2006 Sh-1 N—b-.. S - 1 First Floor Plan SCALE:1/4^=r-0^ 1 L J THE LAVERTY RESIDENCE 205 Little River Road Cotuit,MA 02635 NOTES, wooD POST ON WOOD POST ttr ..�. S,/2.a,/V LVL ICAOCR�L4�IDOM1i - - oa oes�a w: h,D RAPTWIM Yewwnc 7d TO&Ise 14 4! Laos= COL.I.LR Te TO ,A/4w,1 7/r'LVL RDM .. PU104 WI-TOP/rOTTON 7/0 d4. 4r4 WOOD POST w . r rLP OQ STAGOOtBD TOR PL.ATR PUI04 BOTTOM W/ to O/W M 2 3/4'POR LA0B TO PORT 4*AJS 20 MOR r 4r BLOCK SAYS BFUDGM m TO LVL o OD S.r WO POST ON PROPIA SPAM DOWN� - o L J o GNG DESIGN Inc. PT JOIST B,Y Or- 247 ONSET AVENUE.ONSET VBJAGE 0 Lr mum NmApm P.O.BOX 1200 OIIraDR ONSET MA 02532 14 m WALL LDOGM ALL JOIST TMBOt Ii11Tq BaN4BRIM TEL.508-295-2952 PAX 508-743-0903 info@gng-design.com Ak amec D PLO= PItAmm ! cnuae TURNING MILL 4. WOOD CCL."%aW rxr 1l W 01 OR BRrTM Oo=-"Pn SOLO STIOL c I • z STAPOARD v*CO ANSLQ CV C0NI4CCNON WR 3/t OM CARRtA4II CONSULTANTS,INC BOLTS AMD WANOES MCN CdfCC71'10 TIROUOI -VL SlAN tW 3/ IIEM)PIM mvsatamis S aECAPD FLOOR JOISTB SFIAIL OC 4P BCF900•4N OtG tR4.BAS NOTID OT1LttMae. T etm mnslaocelnN RU4 OONTMlOUS M�t6VP.R POSBlLCNRACT4AI-PLUM PRAM WITH ee tm�euw mer e n t�tte.eum.+a to omea ee_e.o�.�•.m e.e�.r SPIPSOII LM44 HAMER& A ALL SKOIO FLOM WIT®NOR NPAOBRS a1WLL W 1"40 W/,/r PLY►qOD PLITOI U'LBSS NOTED OTICLWIBS L LVL Mea Beta NORM ON THE PLAN aRU L W TJ MKROLAM LVL WRM A 2000 PSI AND MOD a t900A00 Pat A TYPIGY.RM 8T000 a.,... S6,1/I XW TMBBlATRAM LAL AT TRMMSR CCtNXTK N6 WIMM THIS PJITBtIOR WALL ABOVQ IS P PALL TO TIC Rl4 STOrX aWI=A DOUBLE ,�AJB 20 MSR•,N 0G . �, '�` FLOOR JOIST TO TM 4 vI TRAMEPATRAIO LaL ,i MARMo WALL: VA r-W Or-W/=W-11 TOP APO SNOLn BOTTON PLATES � _ < � b� AT OPMG*ab UM MPL IC L AOBWB CC 71U0 W/4/r CDA PLJTCri � � c ' A oofum PLJATlW W VA STIO daAm SPP BILTi1P 00"m I - 1 �q M ALL PRDT PL.001t OITBti1OR ICADlRB Se1.OW MALL m 9*1=40 W/t LAYS" tj ><P t 4/T►LTYJOOD 14'rj,SS P107ID OftilJtMr6 4L ALL PRST PL.00R INTSIU R MAOERS SMOM BC MN.CO-WO W/ OD PLJro4 LIY.GSS"arm OTlmwmft MALL umbi Pr-UlO W/2 LAYMS,/r PLYWOOD URILD" yr PLYWO 44 RAOtAL FM JOIST:00 LATE"v4 X 49-7/M IL PLYWOOD.UM WEST SYt04 OL1ta APO "STALL 4 tOWS OP 4 ROWS OP 40 R146-SHAW 04TQC.ALLOW NO MW CL.Oam THAN r-O,ON Orflasn m R-YS T/C on OI'T1'" IIJMQ PASTM TO TIC OW 3-tM*"-7/C CROSS M1 Its n.Tm aw*mAL CONTRACTOR a1MLJ_BB RmapomwL4 POR ne COORO„ATION OF PRAPM WNW PAWMICr TO TM SECOND LOCATIoM NYAC aIAPLY AM RNTIAR"M PLUM!*10 tt1 4 3/4•.41 7ro JOIST vI ACJo mTr OR LAYOUT t OFF avm vI AS RBaJRCD TO jCWr TIC LMW O WRAC r To SS PROUD®by TM I I ro,3/I+„7ro LVL �* FLOOR (7)342 GRT JMTIW I To a •4N OTC: ARCJrTecT BocRe PRAMIW BRGIIS sir a m JmT r w or_ NI,v4 41 7ro RM Pt11SN NSDG JOIST WIT TO ace TTlBR 1L.PI6 TO WALL LJ-0mt M 4 r .„7ro FRAMING Pm1-t D—Dr as Checked er. GG score.. Data[ FEBRUARY 211,2006 ' Sheet smi I Second Floor Framing Plan/Wing Roof Plan scALE:1/4a=r-o,, 1 L 7F THE LAVERTY RESIDENCE TTCN.AMP FRAHM"OTM 205 Little River Road Cotuit,MA 4 TTAC►L W=W AMD VALLM meals aw"as eta a OR WTTet&Pr. 02635 II<eaa tlort»071®twed 2, ea ms RDOr RArrmts a►u„ as 27No a2 OR aRtTmt err +e OuC e a2.KM P RAPa90 un.eee llortm oT►e9culec Lone-n►An aol�lon RArtcrta ro :x�o a oR aetTeR r�+ne. IiOI'Eac 0. tl'R.Ga �071 ae VA a OR§W"Wt 8►r.•1d CW— W-- 4 OOLLAR Tea v&Q RCaal®aY C=a1MLL tle'Ole aPRUM•Ar CtC lr..a•..•r.�A.yro•�.r w L LVL Meseta NORlD OM 71!/Lldl eMLL m lOICe VdaRrLAM - _ - s s LVL kJITn M A'1D0 Val A1D M401••2pOOppO Pat �•�•••� 0. � 'r OYGl 110 DOS OR�Ltjr��W R�lrCW/4M RmM - T1�ram r�r wwn.n• �neRat to•.r.e.r..�.�_ 7. ALL RArreRA•GTf�RAL CmLalOa kJ111i011r CmJ16.IOIaTa TO WA" - .•..tee.s s _ s dNRl10 T►e!TOP/LATe IIALm OOIfCC'110n a1MLL MMV6 - 41p LVL VA,,W C=OG RAM ROOT ►1Y 1'RA°!� a1�cee�t Mn swam Mtw IWRICAPQ TM TV► L�R 0. smARm RGOO/VALLe1;ta/41NM7/W LVL RUM CCKrft)CM ———————— CLV RAr "TD mm M/swam Laa210"s mts ATO Rev6killc smarm UMA.s&",W Tma ovmt TOP Q A,.- ROOP RAP1mta TO$AV11 HLILWAM CL.VOMM TV n0 ACCEPt10H GNG DESIGN Inc. 247 ONSET AVENUE.ONSEr VHLAGe P.O.BOX 1200 ONSET MA 02332 TEL.508-295-2952 FAX 508-743-0903 info@gng-design.com ■ TURNING MILL CONSULTANTS,INC air: DEVEUMI 6.RNDRD®N 1ND CONSTB=mt k�Tj 111H1GN a+mso mw om s ro m ue.,suams n®.. _ rR,OMT MALL 18&TAHDARD ndlc TT-6%.MAMTAM RKR`%" ROOT ftAM K _ y C!M!R GRT am 3l0 Pt.00R - CN®t RAPTE"lV1- a•d h.`� � V H .sM Lm16TN Zd 46'O'PCRCN ROOT&A•,W OWC;UM 20 LAUMM•MALL In wuw. �/1MLi tMRa wnw 11.IYLT MIf11 �1O1 to rowa,w vwr m�i, °neat TMb: ��ii�� sb�t•ia•e.n�t m•wnw m•.De� wM nw - O YO W1tR wD QH.rl1�l OD.A.O� . ROOF •,p RTT.fWf•t• -•��.. �^— m..t FRAMING IL �JQ R1RTY. IWI�T/iL. hOr or. ji ,.•IIRN.1 pL R�IJ Cn..kea By, GG SCOW. DOW. FEBRUARY A 20N Sheet Number: Roof Plan SCALE:1/4^=11-01, 1 LL== J THE LAVERTY RESIDENCE 205 Little River Road Cotuit,MA lLEGEND: 02635 gCq i Y NEW SURFACE COUNG MOUNTED LIGHT nMRE TT TO POOL T10TH8: NEW RECESSED MUM MOUNTED"FIXTURE '4i♦.:"'♦i,"e��m.� ,.,."""`��e�v RG W w— eave NEW RECESSED BUILT-IN CABINET LIGHT FDMRE _...@1�Orr k•.�� Fit" .ue a....u...e NEW SURFACE WALL MOUNTED LIGHT FIXTURE (HEIGHTS TO BE DETERMINED IN THE FIELD) T DesgTr.TL k a,,,�•,♦.,.e„® RW-MII NEW RECESSED WALL MOUNT LK.M FIXTURE .•. 46^ NEW DIMMING WALL SWITCH c�OE3�5H.be 3$D NEW DIMMING WALL SWITCH(THREE WAY) a R—bk— NEW DUPLEX WALL OUTLET 9'-IT WALL OUTLET SWITCHED - - - T,Jp qp NEW WRD( WATERPROOF EXTERIOR OUTLET SPECEL REQUIREMENT - - ® NEW DUPLEX FLOOR OUTLET RECESSED W/ RUSH HARD WD COVER PLATE .. - Ty® NEW CABLE N JACK ———————-- - - ————— ---------------- ---� DATA® NEW COMPUTER DATA JACK I \ PI.L® NEW PHONE JACK I -T \\ EPy NEW CEILING MOUNTED EXHAUST FAN' ------------- ---- , \\ I ^^ o GNG DESIGN Inc. c� NEW CER NG MOUNTED UG11f FAN TO ///�/�,�\ I 19 Ir 2 I I 2' 19'TY \ FIRST \�� / / / I 247 ONSET VENUP-LO S vD1J+OE FLOOR\� /// \\ I c I - iT-O• I \\ ONSET MA 02552 $O SMOKE DETECTOR(HARDWIRED) TEL.508-295-2952 ® NEW WALL MOUNTED FLOOD LIGlff \ / / I I a FAX 508-743-0903 NEW PENDANT CEILING M UNTED U FIXTURE I I I info@gng-design.com - I I I I L.R 0 NEW RECESSED CFfIDW; TAR FIXTURE 210' F` r. 4 Wv m FOUNDATION a PLAN TN m 6'-9• s-Ia CY-s• s'�10' 7'-0• T-CY r,�-Is• b =_=___- ________�______ _ ___________ _ __=_= __ ____ _______qp_ _____----- b b - b SheM HHW: LOWER LEVEL ELECTRICAL PLAN b D—By, J7 CLwekeA By-. GG S-w.. DmW: FEBRUARY 28,2006 SNeM Numb- ♦ ♦ • _ ' - Lower L el Electrical Plan scALE:1/4-_r-oH 1 • f 1r THE LAVERTY RESIDENCE 205 Little River Road COtuiL MA 02635 NOTES: LEGEND: SC-0 -(} NEW SURFACE CEILING MOUNTED UGHT FO(NRE - M •"�^'^"�"'m T T— Gllre bG ----�- RCs Q� NEW RECESSED CEILING MOUNTED IXiR FIXTURE ® NEW RECESSED BUILT-IN CABINET UGHT FIXTURE RB-M NEW SURFACE WALL MOUNTED LIGHT FIXTURE (HEIGHTS TO BE DETERMINED IN THE FIELD) 1dP SW-A Revbbls . RW-O= NEW RECESSED WALL MOUNT UGHT FIXTURE _ ,*e NEW DIMMING WALL SWITCH O NEW DIMMING WALL SNITCH(THREE WAY) NEW DUPLEX WALL OUTLET WALL OUTLET SWOCHED . D TA®64 APP. Wp qp NEW DUPLEX WATERPROOF EXTERIOR OUTLET CIF 0 SPECEL REQUIREMENT - ® NEW DUPLEX FLOOR OURET RECESSED W/ RUSH HA1m WD COJGt MTE 9Y13 NEW CAM TV JACK I — — .. . DATA® NEW COMPUTER DATA JACK — ' GNG DESIGN Inc. 247 ONSET AVF77UE,ONSET VEIAGE p}T® NEW PHONE JACK - P.O.BOX 1200 ONSET MA 02532 �76 NEW CEILING MOUNTED EXHAUST FAN O 0 0 O TEL.508-295-2952 C:�X NEW COUNG MOUNTED UGHIf FAN FAX 5 0 8-7 4 3-0 9 0 3 WP 0 A A O SMOKE DETECTOR(HAROWTRED) ITllE�gllg-dCS1gi1.CO171 ® NEW WALL MOUNTED ROOD LIGHT I 0 0 0 0 I I NEW PENDANT CEILING MOUNTED LIGHT HTXNRE V d6b Cl LP 0 NEW RECESSED CEILING MOUNTED LXRTf FAN FD(NRE qp 4 0 4I O I I GF9 ` 0. II Ir LIP 3 e9 e - n II _ - il I u 0 � I db SKee1 TRb:- ° FIRST FLOOR ELEPCLTARIICAL FTe)ect D—By, Jl - Ch-ked Br. Gi SCale: De W. FEBRUARY 28,2006 Sheaf Number. First Floor Electrical Plan scALE:l/v=1,-01, 1 L J THE •- LAVERTY J RESIDENCE 205 Little Riven Road Cotuit,MA 02635 LEGEND: {ll CEDINGNOTES: T NEW SURFACE MOUNTED UDR FIXTURE TTT w.J...J•....e.. RO#❑Q NEW RECESSED CEILING LIMED LIGHT FIXTURE ® NEW RECESSED BUILT-N CABINET LIGHT FIXTURE i Trw - Lt8-� - � fJY6 xalrn.•c�...c.s..�a G NEW SURFACE WALL MOUNTED LIGHT FIXTURE awry (HEIGHTS 70 BE DETERMINED INTHE FIELD) �- ' RwrpII NEW RECESSED WALL MOUNT LIGHT FIXTURE *e NEW DIMMING WAIL.SIWTCH . . R vbI.— S.4e NEW DIMMING WALL SWITCH(THREE WAY) qp NEW DUPLEX WALL OUTLET WALL OUTLET SWITCHED AA NEW DUPLEX YJ WATERPROOF EXTERIOR OUTLET �Q� - P U SPECEE REQUITEMENT L.P ® NEW DUPLEX B OUTLET UTLET RECESSED W/RRD FLUSH HARD WD OR PUTS �-JI TV® NEW CABLE W JACK - DATA® NEW COMPUTER DATA AUX F44[88 EX NEW TMONE JACK - w �Y NEW CELINC MOUNTED HWST FAN, A GNG DESIGN Inc. 247 ONSET AVENUE,ONSET VILLAGE CLFx NEW CEDING HOIINTED LIGM FNI ONSET MA 025320 P.O.BOX 120 TEL.508-295 $� SMOKE DETECTOR(HARDWIRED) ❑ db FAX 508-743-2952 0903 ® NEW WALL MWNIED FIDOD UCHT - info@gng-design.com PC-* NEW PENDANT CEILING YOUMED LIGHT FIXTURE 12 7y LP 0 NEW RECESSED CEILING MOUNTED LIGHT FAN FIXTURE D TA - PN DIMS I .. s SNeeM TNT.: SECOND FLOOR ELECTRICAL PLAN project Drown By. �J CMcketl By. GIG - Scab' Dane: FEBRUARY 29,2006 SNM Number. Second Floor Electrical Plan SCALE:1/4w=r-0^ 1 L J D � a EXOTQNG HOME � e SIDING $� DECK ICE t WATER BEHIND NAILER > p Q AREA ALUM W/FLASHING TOP OF NAILER IX DECKING 3-2XIO PT BEAM THROUGH BOLT TO EACH POS 2XIO's A 16" O.G. WITH TWO 3/4" DIAM. BOLTS. IX TRIM BRD. > - •'t� s• �—TYP. JOIST HANGERS POST ANCHOR m Q ° 2XI0 PT NAILER BOLTED �' o ° W-3/4" LAG BOLTS 24" O.G. a N I — ------------ _____1_________nP_._i_s"__v_DEEP sSTEP eoG e e DCQ Doe c n n n n n n G.e°, 0' n GRADE 25--0 La PROPOSED FLOOR FLAN n o 4 w O� °• a ' >- a_M ° n n n _ Q (I� � �. .a 'Oe n n n n • p e D J'D n Q `j H-VOME EXTERIORDECK DETAILSEHG X *T � 4 2X10 Pt TYP. 14ANGiERS O @ FRAMING FLAN N u J ul LL Q m F 2XIO PT m U Z q X I6" 0.c. o 0 o arrIaabfe Bldg. Dept. O C Q id Approved by: U Qm 73 v Permit #: Z`1 2�3 w w H Lu (L Z TYP. WANGERS 3-2XIO's P ~ ~ m O 8'-2y4" 8'-2" 8'-24a" 25'-0" i O 7 ° R� C O� Q 00 Q 00 HOME i SIDING DECK ICE d WATER BEHIND NAILER a Q AREA ALUM W/FLASHING TOP OF NAILER — IX DECKING 3-2XIO PT BEAM THROUGH BOLT TO EACH POS 2XIO'e o W' O.G. V) WITH TWO 3/4" DIAM. BOLTS. IX TRIM BIRD. } - .° e T7P, JOIST HANGERS POST ANCHOR m Q 2XIO PT NAILER BOLTED o' Q m -4 —v° ° 11e W-3/4" LAG BOLTS 24"'a O.G. N a ' e a. TTP.12"DEEP STEP n ________________� ,L PROPOSED FLOOR PLAN ° ° °e °° ° ' o'o ° LL Lu lu EXTERIOR DECK DETAILS W Q y 00� Q �`D 0 Q N G HOME � w ::i n 4" 2XI0 PT TYP. HANCsERS ~ fz Q FRAMING FLAN N U � w 2XIO PT—� m OW ar:►stable Bldg. Dept. z Q o m Ib" O,c. X 0 acr Q a Approved by: U m � Permit#: �1��2 W � Z lu >` m LP, HANGERS 3-2XI0'e PT ~ ~ m Q "-2 8'8'-2 -2Ya" Y " Q SEPTIC TANK 33' D' BOX 10' LEACHING FACILITY 28.0' BOTTOM TH-1 NO GROUNDWATER FOUND RM MINIMUM SEPTIC DNS AND ITS REPLACE WITH 1500 ROPRIATE TO SITE 3LE 40 d� 1 47 RJ LARK_--CENTER_OF F_L.AG RE. ELEVATION = 42.7 _ -- - 4 44� 2 Q Z \ 43 DECK S G 1 G � EXISTING • DWELLING o� TOP OF FNDN EL. 44.0 <1 TH 1 \ \ \ \ 9 SHED Vol \ kp A TH2 \ TH4 TH3 s7 39 �38 PAVED DRIVE 45 a- A S i . - b� �� -r � '' y wit . `'j � _ • twv NSA i " 11iii ri r, rSolt 000 a E% wo 2da'l PRODUCED BY AN AUTODE5K EDUCATIONAL PRODUCT • i v 7 J W I •4, R I , Wcl lJ i 7 4 j L 9 L. 1 L- j tom' ill- .3 L. J C. J C I� 1"1'' 1 r I De o L L) O l CL it � I • .. SPAS l:»•1J�t� >o ►� �' . iona0lid IVNoavo m ms3doinV NV AS a3ona02id JIL PRILBRooic zNGr ERING 107 BEACH STREET Project:: LAVE 'TY Residence DENNIS, MA 0263e Project No- P06:-51.. 1-508--385-8682 Date; 20 October 20U+5 PRBL114 DESIGN -SIZING Sheet Note Description No No. SK-1' Nth => ALL front slope- dormer raiEters break on this l-ino (inner dormer wall Roof. is to self^-sx ppa3rt. Ztick. ridges until. sheathed and braced 1. Lap rafters .and provide a z aims of 9 ea 11 d/1:6d nails. Install 214$ 8`""/101g rac a TClaC'd, ' s?aeath d add 211x Wtk returns. 2. Install 211x 81" collar hiss " '';32'TM o/c. These da NQT align. Fasten to rafters w/ MiftiM'UM of 8 ea 12d/�6d nails 3. Ceiling Joint Bea* .. BCI V-L- •` Zf plys, attach w/ 2 rows of o/c, staggered l "" top 6 bottom 4. Solid Hl:oc3csng b o-t n ray sts. 'This point receives 1/2 of the total roof load +& i./ cif de�°l n load; (28/2:�x -(25+3 0) + 14/2 x (10+10) + wail w-= 73o l-b/if 5. 2nd Floor L7o3.stiS, Use �:BCim b0-us-2-0 Sp` 2:b", o/c :run eont3.nuous &=PT at the step d� xrx �r0 nt.. 93ear3 ilg wall (end shear governs) 5H. 2nd F190r J03.S to, 'Use .l l S V 8 1.6" a/c run continuous 6. Floor deader Seams, `.;5-1/,q rMx 1;, :"Y ?ile a . [f plys, atta �ch 'wf 3 rows of Trus Lolk scr+e i s spec t3 3`6"" o/c, offset IT, top to bottom from BOTH side 7 . Raised 'Wall Bey (Voyer) . 3,:5'R"x 9,5 i",„-BC1 ''�=-L.. If plys, attach w/2 rows ©£ Traas-3�ok''screr s spaced 16''M olc', stegq.ered 1" top bottom SK-2 NOTE => ALL front slope dormer z4fitera bread on this line (it3szer dormer wall.) Roof is to .self-suppori 4tick, ridges until sheer-thed and braced. a. Bed°i.ng Wall ; 2111x 6 s" . 16:11 o p tq double top & single bottom plates 9. .Flush Ceiling Helm Worm rp), .3.`5,"x. 9.Via" ICI If=:plys, attachw/ 2:,;P©gas of- Ts-'Lod screws spaced 1.6" o/c-, staggered 11" tap. & bottom 10_ Overf'rane 21"x 6", # 16"" S'o�c. ravi Ce ventilation th ru sheathing ci dlc below. oo NET omi t .sheathing from ;main rafters-" below� over£raming typical bona doers and-`eyebro* SK-3 4, Solid Blocking between jqi.. t$, Tlhis goa.nt reeeives 1J2 of the total roof Load 6 1/4 'off ces ling.r Load.*. . (28/2 x (25+10) + 14/2. x i(10+10) + wall 734 lb/,lf 5. 2nd -Floor Jorx-sts; Use 1 4- /S�t BC-1W1*buus-2,.0a5P L 16" o/c run continuous EIPT at the stepped.-.3 fr�ht t4ering mall (endshear +governs, 5B: Zna, Floor Joists tuse 11-- y'8a, BC3 '�iUC1s-1.�D SF VV .l-b"T a/c run continuous 5, F11or Meade Seam. "5-1 f 4"°x .1.pL'�" ;xgjrersaT lf. plys attach w/ 3 rows: of rus..Lok :screws �sg c+ed�46,, o/c, Offset 1" tap to bottom !P 4 from ]BOTH- sides 7. Raised ' a11L :Seaga (f'oe3:);! 3: ''""x 9 5�� IBCT - . If plys, attach w/ 2 rows of Taxis-Lokr. ,scre xs sha d'°16�' o/e', staggered 1"1 top & bottom 8. Bearing °4�,1a.l.l, 2,J 6®" @ V li o/c7Ww dou a top 6 s$�agle bottom plates 9. Provide dedicated 1,75°"X::'11 $7 5T# CI V-.L n fldor @ dormer walls ID a Tri zo r Beams (Fier) , 3:.5""x 11 5"' BCI V4 L_ If piy,s '.attach w/ 2 rows of Trus-liok_ sere ;s s era, ed 1611 a/c, at�aggi�rred. 3 '' top & bottom 4.r. gq s Xdl TOO >0 & '4e F `r Hrw ROCOW40.40 YR HMH +�,� f RAWL A A'S044AL.T SFRt&—Ells ` ""�`^'�` snrn .Mr.wn.rr+ .wu...r •�+w.......+_ OVOW 30# RC1OF FIDL.TJTYP� 3 l-A'fUR6 OF i1 PI.»YWO= ®LLe `N'b =a 0CRew OVMR FRgs4F-AT ----�-- G.c ",o•me,at _^ -----_-'",,.r•..,..� ....,r >_....--............. ..� TOP�.�f TYFOWW. 1%13HN3 FKLOOR C U ING Kr$�L.ATtoml 2MO* V O.G ROOF RA,F'TCA& 42 �» 'r.•' 9PC-AG.3AG+Id-L'C�Va'4�sY1'1�'n€�sr��1'�%o,��C -.,_ � •; � �� n APO BS Ar±n f .; rtc-ac M -rim VAPOK tAPRMK rra.v Ikoovs Arm <, `� -% " VN=L-s APB. ( .. hfw7SY POV-1$i'it7'CAP wfCz 4. r �P 4'ST(: Vlthp R a H s c TOP 1,'�#YI/�M1sp Wl;1+•�`•r+'a �lntK '�� '. — •s�n� -.- .uwr� 1 x 41 �rll e.w• 4rtNsAr'��,V � �'* �'.9•. _. x - *,� - �, Y PS � . +ifs..r� T.r.M� Cry P+'Yic3Ss?Rd'fttrG of €�•y4.1v�A9� �'yY'1`*�t�y,�i4lota��'4Cs8 w r � �,.' �; M1 k/�l°L P4RfL'"9 A sFRfi.' .ih f }• # {'�S��s9 �1 ^(2 . YTCkI ,WAY .ptq _ UMPA OAT' y r .w. Cs?f df1'I , Mao, SAls�, J53Cau�CAP.W/ OVLI- ►18A0 COA Tsp � COP'Pi��S 4:AP t( a� •s 4 4N'UF AM Ph Wook Eng., coast. �' .�4 lot 8each'S�reet r k iat CF'swrruFt&P-0. W O.C, IV Q,C. v� �}tyAM As W/a/S•FVrC-H "IW?44 JOOTJ SHA"HAYS 1A1N5S6ka kttiG � .v ' S TYP.NO ACCOrT1OMwow - - _. - _ - NN I 1 � I - .ziaT. _I U U, 'GAL, «. IS 3 .�t err!e� J �� } � .•. Lo, li s � ::. : . LA r }r --11 � � ;vAsrra�i sec PLAHM ri_ao , F.l TH Ike Ph [-bropk EnkaA Cronst,. a '<crr cay : .-le C",,00 by t akOM'l� o WA--6 't0 Beach Street rr Dennis, MA 02.6.3� AG19NttG'kf�W7[K.I'lo .-•.�...+�. �•—+ - 64 la� . �1F M0,1 asRP - / a,..eM4ti.L/.tiCF *" TKflt ZkTNiETi tllN'}?i'Nery _ ��g, ' �Q6`fMi4A '11a1 9.:RIA*A�7 C�1' 1'V. � . �✓ �,;,)r0" / 2u Mira.!d'b W1Lwsfw --.-•—+••••n•�.,—�..w. �� _ UA. W1P i ...._. 2hs,417 A*TtCA,W34 _ 4 TIC TO ►k mo C>�nt"Lft GIRT 4*0 4V .OCIA anwav Cop T6 e �d� rpk6mg, 8Pocz Pown x $ Pr � � . {t} 6 ALA..LffMQeR. aorta Efr2 how Fl 2 olt; . 7T7 VOW VIA Pf r 4 , t .. 'd n j � Ott. � � '. ,-� Y♦. Y�'r� C.03'�ITIOFS3 � t at� +.n. i��r # •.�ita` a "",,.jr.' ii "r. 41 F .,. Oa 10 iIt XIIIIJ �� s• 7 , to 9$14 r +1 7/* PhillbrooRr Eng. $.Cons 134 1,n43 rpRT� l �-- FRr4 3I?i ti 7/kA.Fa .I R�4° Art aiaows; as'ate: 17;�L street trf Cep fl4Q 104T 7e its" ta0. O fA E €!A s 14 l!H Rl�f f°L�3M 91a�76 .14 Denials, �� ' ' , " —, , ,r 1 TAtlI° H AI 6tS TO WAt.d.l.MOP#it. `� ' , , 3 4 iREMSIONS: _ BY: L=GEMD am traded cormeaso• aa.�awmen us'eada9pmd -� laamewaa"a'mp.ma - 10.11-06 - BC I Or f.Ball(b) __ Nd pafa+n •� waTfmpa'k aces '� Cnce..nan�(ta9 nap 7> 1�.•ka rMdnbmesddnplam ,� 9eaM9 WallBetow, ;>i.+—:t.'—'ri. Z uwo.;loos- I I�I't �4II`` /'I( zs•mnmeran I 'I +la ro,,.roe.ova. y i l i I! .>,awdl x ,Yv4 To.n! ITeL'.j S.e<bM 1 1¢+.v.•. ). �eacl.md ,f ! ✓ % 1� 1 i�� I Beertrlg Wall Above - - i - L----------- L�I,11.J� °.ds° /��// - Non-Be Wall Below �__T.'eEp' .m• nro ,xo W LW / i� arIng /// /� Non-Be Wall Abwe ----�i � pl- rr Ironunw e�ano mr9pl ✓ moeof°..e°bde C - .Non-Bearing i=' t.. '�'.a..,ea °hn'" to)rw wmmwa. mmabarn-a—aabom.16- _ wca.na ' p'mr,`."'.A m.�r.:.�aw°�.�,'.`a,x,..�.me..w.. navxw.mabemc.u.ed bytes ror.l,eo-Iwe nla mvana maraaew. ` ,-xn•aoa,nor `� I -Verealam L rook maMffiA krlae•.aeereak..m,. aeWalww - LVL beam . Post Below Post Above bmea9 - ��', Multiple Member Connection Bofl Multiple Member Conn NmT 1' �p� 1� do Parrels at bite Bead F� Post Load Transfer 14 Rin'Board (F�g LVL Header Opening /F7 Exterior End WaA SuppoA ® O I F�; _-. F49 ��1N.T.S. N.T.S. N.T.S. N.T-S. N.T.S. N.T.S. N.T.S. r I Post Above&Below w .. ® -START FRAMING HERE �c o 1 WWo LL - 1st Floor A3 m t- 101 -I1 7/6 AJS 20 MSR 1st Floor p z 18"OCS=_ - Framing Schedule-Nominafized - - L5 - .. Ta9 air DegniDBore- Length _ - 1 32 11.7/8"AJS-20 MSR 132 2 17 11-7/8"AJS-20 MSR :2d 0" - - ...18( 3 I1 117/8'AJSTa 20 MSR 6 1 4 13 111-718`AJS 20 MS i _ _ .• I ; ; - .•. - 5 16 11-7/8'AJS-20 MSR i 1�0• i START FRAMING HER • 6 10 11ala'AJs^-'20 MSR �io'o- - _ i �I�i• Lv�_ 1 v ' 1st Floor A2 7 4 ;11-7/8'AJSr-120MSR 18.0' - l •!11-7l8"AJS 20 MSR - 20 T a i z !11-xa"as^,20 MSR _—�<• - 201 16"OCS= I i 20 L3 - 1 i 20 = a —, .. - 4 4 4 2- _--- r I _ map dma alp,typical dames and frsminp plena..Malay 20 - i I _ --- - - tnamnaaon proeadares ana pale 1 -- --- - - teenonc.tron narks,awn b• _ I 1 smmm.d rp..ppro.ae br tk. 1 --' vrol•ct.runlet+anmx engineer. . I i eaaet 9aanetlea aad tengma aro '20 i 11 _ _------ ( centrxeo.smvrlryabes.aama i - -- 12(3 .. ___17_-_ .. 9... _13t3 �• - I: - .one Msm ae tk•b exsa lee.gena. The nee.ayamm(Horst.LVL)ero aealanes r•r naor roase eery. 19 '. noor leaaa rrom carts.br.cmg. • - I - 14(2) - - I .� .na wale.meat bee.on eamdo. -- - - - -- - - -- -- - - - -- -- - - I �•, - wall ape eatertar wale.am t.mpng mafoe _ '— - "by m•fluor sysmrn 19 j BLK�11-7/8'AJS"'20 MSR 90'0- atntens mro 20 2r 2 2 2 2; 2 2 ;F2�81 1 .. ' _ neon be.card - i moat w se sarcoma en tw eromsg 1 porn s•bmltb0 m as for bkeeR. 15(2) .. produce m e•amroa.eaeated aed � _ lmmnw s aecera.rlce adm mapar reea re—eadeeena. � I I �� Accessory Schedule Tag aty i Manufacturer °Product 1 Description ! - I -�Y• _ H2 -2 �S'unpson Strong-Tie 1�-HUC412 20 7 .7 1 _ I l 20 - H3 ;16 ,Simpson Strong-Tie Inc IUT312 r START FRAMING HERE - i 20 6� I 1 8'• 1 -- LUse LWS f(c rim at all deck a0adun-nts. - -• _ - - 1 st Floor 1/4" = 1 -011 QL LLam y T ai N-4-d bearing framing element _ - - - - U)= AJS-8100ilg Panel This layout is for material placement only. - Refer to project arch itect/engineer's 'SCALE: 1/4"= L or 4'4' i SCALE: 1/4"=1'-0"—---_-- ' : 4L ., ,plan for specific engineering. _GATE: 10/11/2006 ` BY: be 'FILE: Laverty Residence revised.bcf DWG iF21-6. _._.- AJSlnteriwCantilever _ - - --- -- N.T.S. _ '-SHEET: 1!3 ist Saved Date:10/25/2006 9:24 AM int Date: 12f112006 8:29 AM 'i 1 M:ee4 N1ereMt Beams Spa leaded Gonmc6vn Joist hanger i REVISIONS: BV:. sa.toaameemmcNo i 1?ma.em(b1 fnr i 1 w.r�Uon1T� . weemamaas Rwgd. I - - BeahigWaNBelow te.eeaatmmbrearaarR le4emm ea2reebmameae a - cos.vsasa•oeax:en m rrec -- ;' . i BeeMg Wall Above ______-_____1 �. WJ�_J -�. r •w Ofa 2ao] 1 _ >_ < peei mi., Beese_y urea _ < i nay t 1 '7 - r i mesa mai+s-:• �f3 II _ R . eeervr rw _fsw ,i• , rw: wm.. i n x .. .. .. Non-Beertng Wag Below t__`I _era !'i i Non-Bearkt 9 Well Above Y ms as'Vry+.1 (01 Nei Oe.emM)-Ohcv mvmmrmaeteav mmaaiWr. 1K'rtbfmvn era '' :.-y��•�,--,-eoi I' / - I f(. .- -..._ _ roms iMmrsraw 1btYmt108 mar ba b:leaaad to lSY btima-bad de Name nerd ' -aawab pba I { Post Below ,Post Above •n o w.�._r •vvO1i '••:� eutrue a.m.,�, ai0e men ana. \ etmrp��nv LVL Vers� 0 F50?— __Multi Member ConneWon Bolt I F 94 t Multiple Member Connection Nag +� Attachment at End ,� �Panels al IMerfor Bearing �„e` Post Load Transfer n RIm Board LVL Header O eMr1g F Exterior End Wall SS porn j ;Vv� I, ® N.T.S. \ N.T.S. ��/ N.T.S. N.T.S. / N.T.S. �i N.T.S. ��% N.T.S. N.T.S. I Post Above&Below . Wwp O>>w I z!? w m _ I .. Web stiffeners required under i dormer wag.Run blacking under. - - AD post sleek over columns below dormer wag per engineer's notes - - - I t0 SK-1 S4. _9(3)__----_— n - - - . -!�II''.,f11,I1:!�.71i.�_il;1I{IIIII),i1 1-_�YtiIii','tiiIiI�1uI�1ti�ItI!I!Ii!II:I-__-_I.'�I!_'ii:i'i_II:�1i,IiI_IiII1IIIIIIt'Itt'I'I't1,iIIt`;:_.1:-'!;'ii1I((tt'II!II(Iii11 LL��IIIIIj•!ItHI;tjI -_t"�1�!":iii�;IIii!iIt1I.►.II'.',i.�IiI`It�lII I-_-__!{iI`Iti;:�IiliIIifI1!If1iI�.4:Pliit!�II:itj�')I,I1iI'._.V�®_II!III(I�ii!iI1vr�.i�i''!lI..!s'ItI-_1__({hIIIh';1(!!!'IIlI1'I I!'Ix'-l;I_'ii,_;-i."-_._�II�iII�IIII�I1III1n II�I�III'IIIj:-iI'. !iuI1!IlII1'��Ii1l!iI_I:t;.;i1'IjIIIlii'I' IU Jlt jfl.ulI��4{1'I1'fjl liI-i'•�''�,�.:!.H=4SI�r�'I - 6 11 .:((Ii11Ii1I1,I( _ - .. - _--- �-• - - - � _ 5✓2_rMe Flo" F ll000H al I FrarSchedulengo f-!1-- _-N oI.-m ic nr �a_z. .e�d Tag;City!Descriptiorl 1I:—L--'_ LL e-nVg t h L- '=-=L- _-µ - o : —c�'niJ oes- eo.pxWl_)eT mi m—erVa�rotmt.Ne0_N eo" Jop rm- n— roi w-an+v7arsr xaa'rm.psrsti m� fWesa o,a-ar a et,a lnh.ao ero aa-•oi otlnar- ba-una ee_a i msa tmbb�weaoss and malt n s mn e 2 2 2 22 2 2 2 2 2 2 2 2 2 't-3la•x9-1YvERSA-LAtA92.0 3100SP so- submitted for•ppreai by tn, pr•latrobitaetassoegines.r Exact tlties aam ; me eossimq of eeswmr is as reeN an eeasa •se lwsta a n.ir xt ! rna flow sntest(Heist.we)am de.I,..d ftr ie load...I, Rout lee reessbamB• asae.m must e..eneae-s r 82 10 lam mro.e m a rootros.Any i -of ie.e. w by the noo.sca s _ e m most be se rodleataa o the tramiap' plus sob•illadro p). t at lladIn..ord-cewth —i-ta.m.oretaeemmesetiom, i 17 7() 7(2) 4 4 4 1 1 Ii I 1i1 11 i ItI it II I1 I 1 Accessory Schedule Tag Qai Me-hictow ProductDeseripgon H1 5 'Sonpson Strong-Tie lnrHHUS4101 2nd Floor Al ! H2 `4 Sim Stron Tie inc,!HUGt12 -7/8'BCI 60sill s-2.0 SPl -Tie(2) .mt StrongTnc. IUT351216Ls H5 19 I Simpson Strong-Tie Ic ILIT412 START FRAMING HERE Run 11-76 BC190 12"O/C this area Run blocking under dormer wall per engineer's note SK-1#4. 2 2nd Floor 011 to1/4" - 1 �_ This layout is for material placement only. Refer to project engineer's details on SK-1,SK-2,SK-3 i�FEs and notes for specific engineering. SCALE: 1/4"=1 DATE: 10/11/2006 BY: be FILE: Laverty Residence revised.bcf DWG::I e .. - - - - ._ --- 1----._._._...-.-----"--------. ._..----------------'--'-"--- --------- - - ;SHEET:213 ist Saved Date:10/25/2006 9:24 AM int Date: 12/72006 8:41 AM i - wgtrraa.Beraem Ib) -=- tout na_r_g_r Landed emu ' eaamr REVISIONS' BY: i` " i,+iI. �:BBee_-er:-tn 9--------_-_'_t >>_~i-�'+'°�I!m•.es�a,-yI--:_iI#�..ermm-a-P.s+1:, _ .-.w,_:eaa,t.ne..--x a°s.`I::-�-u-a�.rr_-s b oe_r m a..:-.__e-It.sn•a°s�_ {(I -er-e<.--�I'r-mtena.m�e_lawe!l:a m veme,u eiamam Wan Below �-� eaemme °'..._-..s - ='�__ t ��':iii`�l.:.: .uwnt m_st I meoasn.o• Qi Wag Aboe ,. l:u 1i i Il > . it ,iO.>„ we•e\.:+a.o..mmeen-ana�•ettaeam\e�..mma errteleh<n.w'�f m I�.. _. ..'�1 /t �/>Ii x a nM a tnoNon-Bea Wail Below ,.I �-- _ .x�raxm-st.>.oea.asaemwso'�i�m�p.e.n✓u� �G^ m. \ " ' .-` -- II 2 Non-Bearing Watl Above ' f u,r.n,,.s.,.:v:a°:...,..:cw.aa I .� ' � res.�.ewroee.a.,.wm tel..lv+m.mro.a-p,..memeor mo;r°am:.wremn aa.. �- �_... . - _.. '�I• _ ..' .. %� �/�/ : v' ry .atwwa mars xn°s.aer esx bnnmr-we +w.ae[amwmmee.n. 3� I i � - .✓ - - C!�fll Post Below Post Above be".eteen_.mn-em.mob rrlmm � - - V yr, - �s bv� Levi Beam - a Multiple Member Connection Bolt Multiple Member Connection Nag `� Attachment at'End \ _ earin. ` ^� ® O F50 1 F49 ^'' L_ Rim Board LVL Header Ocening 1 Exterior Erxf Wall Support N.T.S. �� 9g Parrels at hdertor Bearing �1 Post Load Transfd N.T.S.N.T-S. N.T.S. F13E` FOB Ft4 F19 F73C+ Post Above BBelow 13•D ..`J N.T.S. \.�� N.T.S. �V/ N:T.S.' N.T.S. 00 - ... r W W , a UJ in .. .. >- z. M a,. - u. • r + , " Q • • , a / s r - - n r I, - 5 - _. AtgHRoor - e- - ,r-.4 Framing SdredWe-Nomirlar e - Ized- - : : 'i, Tag dly i Descriptionengrb. '..: .::I -,j • ,. -. r ..- -s - _ -..: * 1 is 1-314"xg-12"VERSA-LAME-2.03100SP,'1P0' - - Rotas- ; " 'Sbo d-M meal e.b n. Q «. - • ,. . . at:,. - '. y.;._ ..-. r,,... - �.:: _ and rr..mno vnsna,eunming knbnbtlen Proendvn arW salt r ` mbmltt.e rer.Pv1O""by le. - _ t - - arentl.ce.Hero...timber- . Bearing wag er:xe oe.nnn.a.na bngm:.r. ft.responsmutr or tb.c.nLaebr: ,- - . tw is to vnery.0 eeama . lta.t and,.x.et leytlmq •, e - -. -, l • > "' - - - - - I The tlo.r'syabm 11-19fts.LVL)am .,. _ a - .. ., n • - jl- 'eegn.a rortbor leans ony.si ' -r rotten.braeing. - i. '« -,..,_ -. n tx - , <• ; - - mnst bb.r on ex.bner walla end beler_Uew }. atro�lgbtMrovgb to,feetln9.Mre -r . r a • � :: - �. :- -- - - ,.- .. .._.- y lnYrt D•sOeM ICtbtl on Own hamlog y _ ...- •+- te.subMnse to.e bkeell. e was . :: - 'm- i� -. - 4'" •• `° - . ,- `' "'" - - �'. Product b be wroa,k.nm.d no +c;r .• + - - - .: ,. - ,*.:- --_ , - babaee In.....dance.Aft manubebMsraeenmandsUo.s.. „. - " r. .. . . , Attic/ ooR f - -• y � - . , W • , 4 — 1 r. - e z ' r n _ i w � c v,.y - a s - a i „ This layout is for material placement only: m� g of Refer to project engineer's details SK-1.,SK Z,SK-3Q w _ - for specific engineering. a .. .. .. - 'BC FRAMER06 .•SCALE:1/4"=V-0" - - - ,. •. - - - DATE. 10/11/2006 BY.b FILE:-Laverty Residence revised.bd _ ,_ - _ • s . DWG: ._.._.------- ;'SHEET: 3/3 ist Saved Date:10/25/2006 9:24 AM int Date: 1277/2006 8:41 AM x t!! i s i Y --- ------ --------- I EXISTING 5 BEDROOM SOIL ABSORPTION SYSTEM A.M. 54 PAR. 2-5 EXISTING D-BOX W.F.#4 N89'2354"E 390.00 f / z - - / o aw — __ - - S.A.S.VENT L - - / — CA — — i EXISTING 2000 Ld Z ' — GAL. SEPTIC TANK a~o / W .#5 0 U ` (CONTRA70R 70 (�w `�'-U o c a`� Ci VERIFY LOCATION W.F.#9 � . c� � / _._. r\ Q W.F.#6 �o // / AND I NVERT O *� ELEVATION) j W.F.#8 W.F./#7 , 00 OG, r W.F.#10 �.`b 00 — / ENV.- 5.0' ' wy —PROPOSED 4" 3 PVC PIPE TO W / P OPOSE 3 > W.F.�1 , / R/ RFR�� / ry BEDROOM N TANK # T qR N DWELLING T.O.F.=39.5' o N / Li \ 83. I PROPOSED _I •r to 87' F A.M. 54 � /� O � �� 0 � 1- R SERVICE �---- W.F.#12 �F.O AREAAR.36 ACRES / / O� p0/ EXISTING// �� .f,OWELLINGGASUNE _ ^� 36 — 38.4 GENERAL NOTES W.F.#13(2) CB/DH „�, N84'12'37" CN �` 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION co W GCB/DH METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE w PROPOSED 16'X 36' "� 181.72 ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. INGROUND SWIMMING � POOL N N 2.ANY CHANGES 7O THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH 2 W.F.#14 CVAND THE DESIGN ENGINEER. EXISTING GARAGE 3. 4"SCHEDULE 40 PVC PIPE WITH WATERTIGHT JOINTS SHALL BE USED IN �Q WITH 2 BEDROOM DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. DWELLING 4.ELEVATIONS BASED ON APPROXIMATE USGS DATUM OBTAINED FROM TOWN OF HAYBALE/SILTFENCE/ BARNSTABLE G.I.S. DATABASE. a A.M. 54 _WORK LIMIT LINE PAR.' 1' 5. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION w - BENCHMARK: TOP OF THROUGH DIG-SAFE AT'LEAST72 HOURS PRIOR TO COMMENCING WORK ON SITE A.M. 54 GAS VALVE EL.=43.3- AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY N PAR. 5 (G.I.S.t) DISCREPANCIES TO THE DESIGN ENGINEER. 6. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL " BE MADE WATERTIGHT. 7. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED RIGHTS OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH NOTE: There shall be no disturbance of the site including DETERMINATION FROM APPROPRIATE AUTHORITY. Cutting of vegetation beyond the Work limit (per order of the 8. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES Conservation Commission). This condition shall continue FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF over time after construction. WORK. k 9.ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. NOTE: BASE PLAN AND WETLAND FLAG LOCATION INFORMATION TAKEN FROM "ky PLAN ENTITLED PROPOSED SITE PLAN OF LAND IN GOTUIT, MA, LOTS 3 8 4 ON L.C.P. 17287C, PREPARED BY PAUL E. SWEETSER, P.L.S. SOUTH HARWICH, MA, 00 10. PROPERTY LINE AND TOPOGRAPHIC SURVEY BASED ON INSTRUMENT SURVEY BY MACDOUGALL SURVEYING AND ASSOCIATES. AUGUST 10, 1998. 1 APML 12, 2006 ELP ELP ConCom NOTE FOR NO DISTURBANCE OF WORK LIMIT ''�►..`` REV. DATE BY I APP'D. DESCRIPTION PROPOSED 3 BEDROOM DWELLING S77'16,56"E PAR. 4 A.M. 54 AND POOL PREPARED FOR: JOHN LAVERTY 218.00 LOCATED AT 205 LITTLE RIVER ROAD COTUIT, MA 02635 Drawn By. JDF RESERVED FOR BOARD OF HEALTH USE n s= z y SITE PLANJis �Q 5 v ��P�(H ORq��ss9 < Designed By: EP SCALE: 1"=30` o ED WARD L. ti ri a Checked By: EP a ta ENGNERING CEO�E �` 6 & �iY� � JOB No.: *"* 0 15- 30 60 130 0 9No.3200i U' Edwatd L Pesc�, P � 'STEA�O Date: MAR.7,2006 SCALE: 1INCH = 30 FT. �SS�C AL ® 'PLYMOUTH,OMA 0 360 SCALE IN FEET epesce@adelphia.net Phone:508-743-9206 Sheet: 1 OF cell:508-33 3-76 30 FAX:508-74 3-0211 ,'. .. .- Y'. -.a.. . t£.. .. Q. ... .' .w ,.,- .. ✓..r r.. -;:a. g '!r ✓ <.{ !x .. r_ 1 y �. .III',. . a p C ':A .t . .. ..a, . 1 e' T, '. r... ♦ - .... ,. h. .}t. 3. v.. .. .- 2... ., ., .. .e Y. > t t .ip t• ..{. .. -..: ,. , .', .. .. .. . _. 5 .r ,..: +xlj,, c.16v '.?a _ ...F. ,. . ..- _.. ,. -,- t. - ♦ '... .. a r, -. a .... m, .. '.,. , ,.. - w: a �y� :. ... .. ....-. ". .._ .,, j .:.. ... .. , .., a ... .. .... :, ... #., .-. .. .. s ✓ w uXS TOP OF FOUNDATION 2a ELEV. CONCRETE COVERS P 4" SCHEDIA_E 40 PVC PIPE o , - > MIN. PITCH 1/8" PER FT. SAMADRUS 4" CAST RON' PIPE 6 MAX . 4/,n;✓ z, H3 U (OR EQUAL) MINIMUM 5� _x � �. MI 3" /-,A, � �O 00 CAPT. P-4 2" OF t/8" TO t/2' psi . o PITCH V4" PER FT. COVER q,,C�-��• a'i°;'u� PEASTOi� (WASHED) j R ELEV,= 0 Z� FL ELEV. L ELEV. = J_�/.z I 14• F1EV, _ ':�� 4" d1a, SCH 40 PVC pert. pipe LOCATION MAP f-GAS BAFFLE ELEV. LEVEL ELEV. Z / �V._3 9, _ -3 LEACHING TRENCHES 2/9 Ley:�Jb7 e DISTRIBUTION WELL _L1'A_ SOIL TEST BOX 6 Z EFFECTIVE LENGTH z01� _ _ DATE OF SOIL TEST JUL Y Z M8 TO BE WATER TESTED �' AMEX_ — WITNESSED BY _ 'DLN�A�IIVG __ SOIL EVALUATOR _BERNARD YOUNG Z EFFECTIVE WIDTH ADJUST _ PERCOLATION RATE Z GALLON 3/4•• TO 1-1/2 sn• STONE ON NATIVE GROUND OR CRUSHED STONE (WASHED) OBSERVATION HOLE 1 SEPTIC TANK MECHANICALLY COMPACTED BASE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. _ _ Z 3 3 ELEV.=_� DEPTH HORIZ TEXT COLOR MOTTLING 2 Ga^o P�zT�i76i - - SEWAGE DISPOSAL SYSTEM PROFILE 5-9 E MED SAND 10YR 6/7 NOT TO SCALE 9-15 A MED SAWN® 10YR 4/6 DESIGN CALCULATIONS s-26 Bw MED LoASAYN� 10YR 5/9 I NUMBER OF BEDROOMS 5 _ 26-126 C M SAND )OYR 6/9 i GARBAGE DISPOSAL UNIT YES_ TOTAL ESTIMATED FLOW — LZA GAL./BR./DAY X _ BR.) �2_ GAL,/DAY REQUIRED SEPTIC TANK CAPACITY /ia� sS� /G S"�% GAL N� WATER AT iZ� EL= ACTUAL SIZE OF SEPTIC TANK 13 3 3,,l.G? ��GAL. LEACHING AREA REQUIREMENTS /50"/ XSsoG'G=c�,�yF- _ _ //, S =" ? \ OBSERVATION HOLE 2 , ELE� - 1_ DEPTH HORIZ EXT COLOR MOTTLING f SIDEWALL AREA _Q�`�GAL/S.F. = 3 L' T BOTTC*A AkEh >"� bhL,./S.F. -- ---LEACHING CAPACITY (BOTTOM ; S�EWAi1_) /ip`� �Y r- - --r----- -_ I 4 3 x E�i N �C A y � a z z � .DEW L z __ o-4 0 i — --T---'---� RESERVE LEACHING CAPACITY //'� r- -Z ! 4-tt E MED SAND *YR 6/2 I s.•I,�rc `, tt-16 A LOAMY 10YR 5-4 APPROVED: BOARD OF HEALTH 16-26 Bw MED M ND toYR 5-8 A MED SAND � 26-132 C MED-FINE 10YR 6-8 1 SAND I DATE AGENT 189 FLAG #3 NO WATER AT 0-02" �c c v Z 3.3 1 4 . 7 I p 34 '�� `' > 47 , 6 1 ` , d I VA / T It I � ° x r/ �+ T/ � � I N . cl 23 4 E , 34 : G l k'C. / r' - - - - -- - - - - - - - - - -i \ f _ d N r \ - - - -77777=- _�- - 1 v 2V 9 - - - - — - - - -- -- o! �► TO G /N Q' t FLAG #i O / ,, / / I / / 1 / / ,� 147 . 6 LAG # / 1 3 i Al cb / � / jam\/ / / � / , j Q 7� 110 FLAG #i 1 > cy cl Nr VLLLi FLAG #1 2 f I � `•---_. ;. I J FLAG �3 1 . 3 \ \ �` / / % ✓ \ &, a / i 1 I � . ce I V I D/ FLAG #1 FLAG #! 5 �✓ 4 co 4/ C • I If CD 31 1 = FLAG 0 6 17, FLAG #i 7 NOTES: / / / 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D E.P. FLAG #1 8 1/ / / / / f // / TITLE 5 AND THE TOWN OF BA-RNSTABLE RULES AND REGULATIONS FOR 'THE SUBSURFACE DISPOSAL OF SEWAGE 2. EXISTNG AND F�IAL GRADES SHALL REMAI\! ESSENTIALLY THE SAME, 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITtC F� OF DRIVESTANDING tOR PA LOADING S. HLESS �o LOADING SHAY ARE UNDER LL BED 3169 USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKJNG AREAS. / 4- ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL L�6 BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING 6, EXCAVATE AND REPLACE UNSUITABLE MATERIAL FOR 5, AROUND 5 I LEACHING SYSTEM AND BACKFLL WITH CLEAN SAND. �� 6 • 1 �I�i 7 7. PHASE CONSTRUCTION - GARAGEGUEST QUARTERS FIRST Qo_7 MAIN HORSE SECOND ZBA RELIEF OR REMOVE GARAGE KITCHEN PRIOR TO PHASE II COMPLE PION 38 , 21 ' / �F: ; �►>w,o- r� ,4 brs. P. c ASSESSORS MAP: 54 PARCELS: 2-1 & 2-4 r PROPOSED SITE' PLAN OF LAND IN COTUIT (BARNSTABLE LEGEND: I ' .N Y� EXISTING SPOT ELEVATION Oxpp MASSACHUSETTS YJ EXISTI G CONTOUR �. 00------- LOTS 3 & 4 ON L.C.P. 17287C PA(X Ay PtN01* FINAL SPOT ELEVATION OK00 — ` '� E. ` � eEav�� FINAL CONTOUR AS PREPARED FOR SCALE DATE AUG. 10.199 ` "Y°"" R ;" SOL TEST LOCATION o. � DAVID KELLEY 1"=20' REV. �>r�. 13) 1491 3 p O 9� �Q TOWUTUN POLE PAUL E. SWEETSER.PROFESSIONAL LAND SURVEYOR U (� s,�`' � T ��4 TOWN WATER = W�W CATCH BASIN Ill 260 CHATHAM ROAD SOUTH HARWICRMA 02661 t508A32-8539 FILE N0. SHEET OF ` 1582—SIT t 1