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0242 HINCKLEY ROAD
1 i _i �__--- -- _ -_ --- -1 I i �� �.. �, �. ia �► s t � �or C) C)g6750- 1-5-0 J— �'7�ids �aX be c 1 vt f Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138•E-mail: grichardpe@aol.com ,.�5 :.,• Richard B. Gordon, P.E. President Z _ April 27, 2016 Hyannis Building Department Hyannis, MA Re: Solar Electric Panels Installation To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. The Solar Photovoltaic System is installed at the residence of Dammon Ford, 242 Hinckley Road, Hyannis, MA as per manufacturer's requirements-specifications, and is in compliance with all applicable laws, codes, and ordinances, and specifically, International Residential Code/ IRC 2009 and with Massachusetts Amendments, 2014 NEC, and 2012 ICC Energy Code, and will perform as designed. All penetrations and racking are accomplished per town approved-released drawings and roof is adequate to hold the modules/solar system. This project is acceptable for final approval. Very truly yours, a: Optimize Engineering Co., LLC G RICHARD B. N ti__=/C• 1• 3 CO ME ORDOC A L Richard B. Gordon,-P.E. NO.49993 Massachusetts P.E. License No. 49993 �rSTER�° CIVIL, MECHANCIAL, & ELECTRICAL ENGINEERING PROJEC ( Lj-) jNAME: Eirc Id MoG(tc1 ADDRESS: `?q a (� ,s PERMIT# PERMIT DATE:_ .� D M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program_ on:. BY: q/wpfiles/forms/archive PROJECT NAME: �r— . ADDRESS: I� cych Y► PERNIIT# a« i PERMIT DATE: ' f 3 M/P: �5 j c 1 0(pOL : LARGE ROLLED PLANS ARE IN. BOX W / SLOT Data entered M.MAPS program on:: BY: q/wpfiles/fon s/archive t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma y I Parcel �`� " p Application # ca Health Division Date Issued P#� Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address R HO� �'�C\CP\C-N "lC)CACJ Village )AVG'0n15 Owner � )Ocnm01\ ; 70Y'c) Address a LA,@ ��nc \g!s) ick& Telephone 5 C6 - ^4 L4,g4 Permit Request t)�\\ lO-q(o hw 5nb,r gane1s on �vo� 4d o� (D To As No -ak . Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation.5"R L1,000 Construction Type Lot Size Grandfathered: ❑Yes V'No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: . ❑Yes A No On Old King's Highway: ❑Yes )d 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_pize_ E CD Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ T Commercial ❑Yes (4 No If yes, site plan review# ern Current Use 'ram j c�_—Yl Proposed Use W � Y �7 APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name G rec,Aa Lo (a, Telephone Number W6 9 1 ' 006:1 Address 30 1TCA�?--y-cQn `I )rooK 'RA, On 141 License # I0-_N9-J 1 (0 Home Improvement Contractor# 1-10-655 Elm Email Worker's Compensation #r=WC�C.owoto5W5 11/i/l. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO -rr�►����� `Jo Ian rko 'yr)rooy- Un ,4 WOrel- avy\, MA OaSl(o SIGNATURE DATE C9 - ✓ ' I C t r FOR OFFICIAL USE ONLY r APPLICATION# DATE ISSUED y MAP/PARCEL NO. ADDRESS VILLAGE OWNER '4 DATE OF INSPECTION: " FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL ti }j FINAL BUILDING k s DATE CLOSED OUT ASSOCIATION PLAN NO. Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 •508-291-0007 Date: 11/28/15 I, D a m m o n Ford , do hereby grant Trinity Solar the right to sign on (Homeowner's Nome) - my behalf in all matters regarding the permit applications through the township of h _ _Hyannis for the installation of solar panels and all other (Municipality) related work on my property at 242 Hinckley Road Please accept this (Street Address) - document,with full signature,in place of all application signatures. Furthermore,should there be any issues or discrepancies with the paperwork,please contact Danielle Devito at Trinity Solar, 732-780-3779 ext. 9044 or danielle.devito@trinitysolarsystems.com. Sincere , 242 Hinckley Road Hom' er Street Address Dammon Ford Hyannis MA 02601 Print name City,State,Zip Code 508-737-4477 Phone Number ACC) CERTIFICATE OF LIABILITY INSURANCE FDATE(MM)DD/YYYY) 11/2/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Barbara Hayden DITTMAR AGENCY PHONE . (732)462-2343 (FAX, Not: (732)780-8414 78 Court Street E-MAIL ADDRESS:bahay den@dittm marinsurance.co P.O. BOX 1180 INSURERS AFFORDING COVERAGE NAIC# Freehold NJ . 07728 INSURER A:HDI-Gerling America Insurance Co. INSURED _ INSURER B:Llo d,s London Trinity Heating & Air Inc. , DBA: Trinity'Solar INSURERCNorth River Insureance Co. BPTP Future Holdings, LLC INSURERD: 2211 Allenwood Road INSURER E: Wall Twp NJ 07719 INSURER F COVERAGES CERTIFICATE NUMBER:2015-16 Liab Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. -NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR EFF LTR TYPE OF INSURANCE POLICY NUMBER MM)DDY/YYYY MMIDD� LIMITS - X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 A CLAIMS-MADE I—XI OCCUR DAMAGE TO RENTED 500,000 PREMISES Ea occurrence) $ EGGCC0000615615 11/1/2015 11/1/2016 MED EXP(Any one person) $ PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY (Ea MINED SINGLE LIMIT $ _ 2,000,000 A X ANY AUTO - - BODILY INJURY(Per person) $ ALL OWNED SCHEDULED KAGCC000065715 11/1/2015 11/1/2016 BODILY INJURY(Per accident $ AUTOS AUTOS ) HIRED AUTOS AUTOS NED A PROPERTY DAMAGE $ AUTOS Per accident PIP-Extended $ 8,000 A UMBRELLA LIAB HOCCUR EXAGC000065615 11/l/2015 11/1/2016 EACH OCCURRENCE $ 3,000,000 C X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 3,000,000 DED I I RETENTION$ 5227985133 - 11/1/2015 11/1/2016 Limit of$3,000,000 $ 21,000,000 WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE• ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER EXCLUDED? ❑ M N/A . Mandatory in EWGCC000056515 11/1/2015 11/1/2016 E.L.DISEASE-EA EMPLOYE $ 1,000,000 It yes,describe under und DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ 1 000 000 B Errors 6 Omissions PGIARK0201403 5/30/2015 5/30/2016 PerOccurence $2,000,000 Pollution Liability Aggregate $2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Trinity Heating & Air, Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 20 Patterson Brook Road ACCORDANCE WITH THE POLICY PROVISIONS. Wareham, MA 02571 AUTHORIZED REPRESENTATIVE Barbara Hayden/BAH - ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name_ and logo are registered marks of ACORD INS025(201401) The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations d 1 Congress Street,Suite 100 Boston,M,4 02114-2017 wN 5�1bv www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Trinity Solar Address:2211 Allenwood Road City/State/Zip:Wall, NJ 07719 Phone #:732-780-3779 Are you an employer? Check the appropriate box: Type of project(required): 1.❑■ I am a employer with 300 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 working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 3.❑ I am a homeowner doing all work ❑ g p myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] # c. 152, §1(4) and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:The Dittmar Agency Policy#or Self-ins. Lic. #:EWGCC000056515 Expiration Date: 11/1/16 Job Site Address: 242 Hinckley Road - City/State/Zip: _... nis,'MA 02601' 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 certi under the 'ns and penalties of perjury that the information provided above is true and correct. 1/22/16 Si pure: Date: Phone#. 5082910007 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#: W_' Office of Consumer AI~Tairs en d: B -sin'e, Re 7ulation � 10 Park Plaza- 'Suite 5170 Boston, Massachusetts: 02116 Hone Improvement Contractor Rwistration Registratiaii: .170355 Type: Supplement Card, Exp i ration: 10/12/2017 TRINITY HEATING &AIR,'INC. GREGG LAGASSE- 20.PATTERSON BROOK ROAD UNIT 10 - WEST WAREHAM, MA 02576 aw. Update Address and return card.Mark reason for change: sup+ c. Address Lj.Renewal I Employment J Lost Card lice of Consumer t£fatrs 3c Ciustncss Ite�nla:tixiri License or registration valid for individuf use only: ME fMPRO.UEIMEN.T C.0NTRACTOR before the expiration date: If found return to: Office of Consumer Affairs and Business Regulation: = Registration: 170355 Type: lO Parki'laza-St ite 5170 Expiraton, 10/12/2017 Su lesnenf Card; pP Boston,MA 02116 TRINITY-HEATING&AfR,tNC.. . GREGG LACASSE 20 PATTERSON BROOK ROAD;U Q� S��WAREHAM MA 02576 Undersecretary. Cf 'va tlititl2 sl Attire, Massachusetts Deb artm6fit of Public Safety Board of Building Regulations and Standards License: CS-103631 : Construction Supervisor GREGG LACASSE 14 PINE ISLAND RO MATTAPOISETT'lll ems'' cbmniisii6her 08/30120/7 r Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President December 22,2015 Hyannis Building Dept. Hyannis, MA Re: Solar Electric Panels Roof Structural Framing Support To Whom It May Concern: herebycertify that I am a Licensed Professional Engineer in the State of Y g Massachusetts. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional wood framing 2x8 @ 16" o.c. & 13'span(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load(modules plus all mounting hardware) • 18 psf snow live load(30 psf ground snow live load reference) • 4.5 psf dead load roof materials(sheathing and shingles) • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of Dammon Ford, 242 Hinckley Road, Hyannis, Massachusetts,02601 This installation design is in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws, codes,and ordinances,and specifically, International Residential Code/IRC 2009, 2014 NEC,and 2012 ICC Energy Code. The spacing and fastening of the mounting brackets is to have a maximum of 64"o.c.span along the rail between mounting brackets and secured using 5116"x 3 V length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2"penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18"of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more.Slide the 3,8-inch mounting bolts into the footing bolt slots.The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize En inee 'ng Cq„ LLC RichardA3,66rdo P. . Massachusetts P. .:License No.49993 ,�N OF Mgss �o o= N RicHARD B. � OGORDON N V MECHANICAL NO,49993 O �SS100- INSTALLATION OF NEW ROOF MOUNTED "'NCKLEY ROAD* 1� 6.76kW PV SYSTEM 242 H I NCKLEY ROAD HYAN N IS, MA 02601 Issued Revisions VICINITY MAP SITE NO. Luc DESCRIPTION OATEc SCALE.NTS ^A_LO_ Project Title: • - 'FORD,DAMMON - TRINITY ACCT R:2015-7332 Project Address: 242 HINCKLEY ROAD ' HYANN IS, MA 02601 GENERAL NOTES GENERAL NOTES CONTINUED - GENERAL NOTES CONTINUED ABBREVIATIONS CONTINUED SHEETINDEX 1.TNE INSTALLATION CONTRACTOR IS - B. THE OC VOLTAGE FROM THE PANELS IS 14. CURRENT PREVAILING UTILITY JB JUNCTION BOX 'PV-�' COVER SHEET W/SITE INFO&NOTES Drawing Title: RESPONSIBLE FOR IN STALLING ALL ALWAYS PRESENT AT THE DC COMPANY SPECIFICATIONS, - WA THOUSAND CIRCULAR MILS EOUIPMENTANDFOLLOWINGALL 1 DISCONNECT ENCLOSURE AND THE DC STAND ROB,AND REQUIREMENTS WA KILO-VOLT AMPERE -PV-Z ROOF PLAN W/MODULE LOCATIONS .PROPOSED 6.76kW kW KILO-WATT CONTAINS IN EDRAWING RAINSTRUCTIONSINGPA TERMINALS ILL PERSRDURINO 16 PREPARED FORTH HAVE BEEN - - SOLAR SYSTEM CONTAINED IN THE RECEIVED FROM TRINITY. AND DAYLIGHT HOURN OR S. PERSONS PREPARED AND AGENCY GEPURPOSEW kWH LINEKILO-WATT HOUR P,V-3" ELECTRICAL 3 LINE DIAGRAM - T 9INSATION LATION IVEDFRCTORIS WORKING TAICSY OLVED TEMARWRHTHE MUNICIPAL AND ASE OF PLANS AND L LINE- 2.THELNSSIBLE FOR CONTRACTOR THAT THE SOLAR MODULES WARNED APPNOT BEALTHI9 AS OF CONSTRUCTION MOP MAIN CIRCUIT BREAKER - DraWin Information RESPONSIBLE FOR INSTALLING ALL ENERGIZED THE SOLAR MODULES ARE NOT BE UTILIZED A9 CONNT O INDICATE MDP MAIN DISTRIBUTION PANEL EQUIPMENT AND IFOLLOWING ALLTIONC ENERGIZED WHENEVER THEY ARE '165 ED FORC CONSTRUCTION'. DILATE MOP MAIN LUG ONLY DRAWING DATE:, 3/23/2036 IN TH IONPLETESNUAI-.ON CONTAINED EXPO BED IONSLIGHT. A INFORMATION FORCON SHOW ION'. MTD MOUNTED DRAWN BY: MAA IN THE COMPLETE MANUAL. S. ALL PORTIONS THIS SOLAR 18 ALL INFORMATION SHOWN MUST BE MTG MOUNTING 3.THEINSTALLATIONCONTRACTOR IS - PHOTOVOLTAIC SYSTEM SHALL BE CERTIFIED PRIOR TO USE FOR N NEUTRAL - REVISED BY: DMR RESPONSIBLE FOR READING AND MARKED CLEARLY IN ACCORDANCE WITH. CONSTRUCTION ACTIVITIES, NEC NATIONAL ELECTRICAL CODE - UNDERSTANDINO ALL DRAWINGS. THE NATIONAL ELECTRIC CODE ARTICLE NIC NOT IN CONTRACT COMPONENT IuuD INVEHTen MANUALS fiSO. NnC NUMBER _ $stem Information: PRIOR TO INSTALLATION.THE INSTALLATION 10. PRIOR TO THE INSTALLATION OF THIS ABBREVIATIONS NTS NOT TO SCALE TOTAL SYSTEM SIZE: 6.76kW OCP OVER CURRENT PROTECTION ALL OMPONENT WITCHELSO UIREDTOHAVE PSTALLAIONCONTRAC,THE AMP AMPERE p POLEPO TOTAL MODULE COUNT: 26 ALL COMPAND N FUSES REMOVED DPRN THE OR ATTENDA PRE4NNTRACTORM MEETING AC ALTERNATING CURRENT PS PULL BOX MODULES USED: CANADIAN SOLAR 260 THE INSTIONALLATION ANDFUSES ALL FUSES BEARING ATTEND REVIEW NST OF THEINMEETING AL ALUMINUM PH 0 PHA6E MODULE SPEC 4: CSSP-260P SYSTEM YSTEM COMPONENTS. NT ALL FUSES BEARING PROCEDFOR THEURES, RES,S SCHEDULES, SALLATION AF AMP.FRAME PVC POLV•VINYL CHLORIDE CONDOR SVSTEMCOMPONENTS. _ PROCEDURES,SCHEDULES,SAFEry AND AFF ABOVE FINISHED FLOOR UTILITY COMPANY: FVERSOURCE 4.MOUNTED. PHOTOVOLLATION DULESARE ODOR TO THE POUR POWER 00 RACTOR SHOULD 11. PRIOR THE CONTRACTOR S UP HALL AFG MOVE FINISHEDGRADE OTV QUANTITY UTILITY ACCTR: 22"73010] ONE EL CTRICM WHO HAS ATTENDED OF ASSIST RFONTRACTORSHALL A CONDUIT(GENERIC TERM R09. SORIGLI OEUTRALED STEEL UTiLlDEAL TYPE: p: 22996)9 ONE ELPHOTICLVJWHONSTLLATIOEDA ASSIST INPERFORMINGALLINITIAL C CONDUIT(GENERIC TERM OF JS SOLID NEUTRAL DEAL TYPE: ORE RACEWAY,PROVIDE AS J9WBD SWITCHBOARD COURSEO SITE. INSTALLATION HARDWARE AND DC WIRING SPECIFIED) TYP TYPICAL COURSE ON SITE. CONDUCTIVITY CHECKS. CB COMBINER BOX U.O.I. UNLE690THERWISE INDICATED 6.FORSAFETY,ITISRECOMMENDEDBYTHE 12. FOR FIR RMAINTENANCEAND CKT CIRCUIT U- 'WEATHERPROOF MANUFACTURE THAT THE INSTALLATION ISOLATIONOF THEINVERTSREFERTO CT CURRENT TRANSFORMER XFMR TRANSFORMER CREW ALWAYS HAVE A MINIMUM OF TWO THE ISOLATION PROCEDURES IN THE CU COPPER �72 MOUNT T2INCHES TO BOTTOM RSV.NO. $heel PERSONS WORMING TOGETHER AND THAT OPERATION MANUAL. OC DIRECT CURRENT EACH OF THE INSTALLATION CREW 13. THE LOCATION OF PROPOSED ELECTRIC OF ABOVE FINISHED FLOOR OR MEMBERSSETRAINEDINFIRSTNDAND AND TELEPHONE UTILITIES ARE SUBJECT OISC DISCONNECT SWITCH GRADE CPR. TO FINAL APPROVAL OF THE DWO DRAWING B.THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO APPROPRIATE UTIUTYCOMPANIES AND EC ELECTRICAL SYSTEM INSTALLER BE INSTALLED FOLLOWING THE OWNERS, EIB MT ELECTRICALMETALLICTUBINO CONVENTIONSOF THE NATIONAL ELECTRIC 14. ALLMATERIALB,WORKMANSHIP AND FS FU FUSE CODE.ANY LOCAL CODE WHICH MAY CONSTRUCTION FOR THE SITE ON) GROUND SUPERSEDE THE NEC COMPONENTS GOVERN. IMPROVEMENTS SHO 1THEREIN SHALL GFI GROUND FAULT INTERRUPTER • ].ALL BY STALLED WITH TONENTS MBE BE IN ACCORDANCE WRH: HZ FREQUENCY(CYCLES PER INSTALLED WITH EQUIPMENT WILL E E A CURRENTOCOUNTYPREVAILINGECIFI MUNI TIONS L SECOND,'UL'LISTED.ALL EQUIPMENT WILL BE NEMA AND/OR COUNTY SPECIFICATIONS 3R OUTDOOR RATED UNLESS INDOORS. STANDARDS AND REQUIREMENTS nTr I JLIL Y GENERAL NOTES � SOLAR IF ISSUED DRAWING IS MARKED WITH A REVISION CHARACTER OTHER THAN'A',PLEASE BE ADVISED THAT FINAL EQUIPMENT AND/OR SYSTEM CHARACTERISTICS ARE SUBJECT TO CHANGE DUE TO AVAILABUTY OF EQUIPMENT. 2211 Allenwood Road 8))J97-2918 WA,N—k—y D])19 www.Tdnily5olar.com c.• NEW PV SOLAR MODULE,TYPICAL IRON RIDGE CLAMP U.0.1. FOR SPECS SOULAND MANTISI OU TO ELE I SEE6PEDEHEETFDRDETA - NEW MOUNTINGFOOT/ATTACHMENT SOLAR MODULE SOLAR MODULE POINTS,TYPICAL (REFER TO ENGINEERING LETTER FOR SPACING AND OETAIIS) .IRON RIDGE RAIL ' NEW IRON RIDGE,TYPICAI. IRON RIDGE"L"FOOT (REFER TO THE DATA SHEET FOR (9EE SPEC BNEET FOR OETaA9 ONE LAYER ASPHALT SHINGLES YoSPECIFICATIONS AND DETAILS) SUNMODO FLASHING (BEE ENDINEER9 L—ER—SPEM N 16EEB—HEEr FOROETUA APOC SEA ANT NEW ENO CLIP,TYPICAL - - - - (REFER TO THE DATA SHEET FDR — SPECIFICATIONS AND DETAILS, LAG BOLTOUSTING SOLAR MODULE S SHALL NOT NEW MID CLIP,TVPICAL (REFER TO ENGINEERS IETTRF.AA apEGPmFrATI EXCEED PEAK HEIGHT. (REF ERTOTHEDATASHEETFOR - - SPECIFICATIONSANDDETAILS). -. ATTACHMENT&CLIP DETAIL /'�PV MODULE ATTACHMENT nHEIGHT FROM GROUND LEVEL TO PEAK OF ROOF SCALE:NOT TO BCALE NOTE:REFER TO MODULE SPECS FOR _ SCALE:NOT TO SCALE - SCALE:NOT TO SCALE - - • - - - r issued I Revisions • .RINNP ualola " NO. DESCRIPTION DATE Project Title: FORD,DAMMON TRINITY ACCT R:2015a332 a " Project Address: 242 HINCKLEY ROAD" HYANNIS,MA 02601 FRONT €�tt t�u F E Ott k BACK _ �. - - � I��a::rt DrawingTitle. .. $yy:. f� i,H 1 Y d a 1 ® PROPOSED 6:76kW "". SOLAR SYSTEM MimsL�'. l Omwin Information1_ ��y nr pRAWINGDATE: 1/2U2016 '1 REVISED BY: DMRal .. { LID System Information: - • DO� TOTAL S—M SDE: 6.76kW TOTAL MODULE COUNT:. 26 _ MOOULESUSED: CANADLYN SOLAR 260 MODULE SPEC.: MP-260P UTILTY COMPANY: EVERSOURCE UTUTYACCT.: 1AA00330107 UTILITY METER.: 2299679 DEAL TYPE: ORE NOTES: - 1.)A.I.EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE. MANUFACTURER'S INSTALLATION INSTRUCTIONS. ' 2.)ALLOUTDOOP EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEW SIR RATING. ReV.No. $heat 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 4J ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE - 1 RS NEW END CUP,TYPICAL(REFER TO THE UNDTAC pTY SPEC INDICATES ROOF DESIGNATION.REFER TO INDICATES NEW UTILITY DISCONNECT TO BE ARRAY ORIENTATION=195' ® ARRAY SCHEDULE FOR MORE INFORMATION U� INST—EDOUTSIDE © CODECOMPLMNTINSTALIATIONMANUAL " nT. .MODULE PITCH=2W SECTION 32.5 FOR SPECS AND DETAILS) 26 CANADIAN SOLAR 260(CS6P-260P) R2 INDICATES NEW PV SOLAR MODULE.RED MODULES NEW MID GLIP,TYPICgI(REFER TO THE UNORAC 1 SE6000A-US pRMYORIENTATION=195• INDICATES EXISTING METER LOCATION INDICATE PANELS THAT USE MICRO INVERTERS. Fj CODE-COMPUANT INSTALLATION MANUAL MODULE PITCH-20• LL��JJJ11 Ni REFER TO EQUIPMENT SCHEDULE FOR SPECS. SECTION 3.2.5 FOR SPECS AND DETAILS) OTHER OBSTRUCTIONS ' INDICATES EXISTING ELECTRICAL PANEL INDICATES NEW PRODUCTION METER TO BE NEWUNIOTHERAC L,TYPICAL r 1.IF I m I EP LOCATION:IN THE BASEMENT INSTALLED OUTSIDE. --- (REFERTOTHEUNUN.FIRAC OSPECS-0D ` OLA.R INSTALLATION MpNUAI FOR SPECS ANp DETAILS) INOICATESNEWMAIN DISCONNECTTOBE INOICATE9 NEW INVERTER TO BE NEWMOUNTING FOOTIATTACHMENTPOINTS, GROUPED WITH MAIN PANEL ® INSTALIFDOURIDE. TYPICAL UN(REFER TO ENGINEERING LETTER FOR 2211 Allenwood Rood 877-797.2978 REFER TO EQUIPMENT SCHEDULE FOR SPECS. SPACINGANDOETAIL� Wall,New leruy DJJ19 www.Triniry-Solar.com Engineer/License Holder: MOUNTED SOLAR MODUUSMOUNTEDTOROOFON2MRAYS UNDER SOLAR MODULE 26.26O W MODUUS W LA I I SOUR EDGE P300 PER MODULE NEC 690.34 - 18.75 ADC MAX PER STRING ' I STflINGS OF 13 MODULES IN SERIES-350 VmaX --- ______ 8"RB" __ _--- ---- -- --- ---------------------- F ------------- ----- ----- -.... .... JUNCTION .. ... _- _ ., .: .. .. --1 \\ •2 STRINGS TO Si TERMINATED IN PARALLEL INSIDE INVERTER '-' -' - 80% f I Issued I Revisions i 1 NO. •••oDESCRIPTIONrp DATE ` - Project Title: - 1 FORD,DAMMON. ARRAY CIRCUIT WIRING NOTES - + 1 Licensed Elaetriclan Aseumea all Responsibility Tor - I TRINITY ACR p:2015-7332 Determin1n9 ODOM Condltlana and.Ellacutln9 Installation In Accordance with NEC 2011 - GFCI RECEPTACLE - - I'1 Pro Bat Address: - s 1pI5A BREAKER I - 1.))LOWE57 EXPECTED AMBIENT TEMPERATURE BASED ON EXISTING g40V - 10 14/2 NM CABLE _ I ASHRAE MINIMUM MEAN EXTREME DRY BULB 1 0/24YV M 200A MAIN BREAKER I TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO " I 242 HINCKLEY ROAD INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT METER O USA r ® i HYANNIS,MA 02601 TEMP=-36'C- it f 2.)HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH.2%DRY BULB - - If I Drawing Title: - I, LOCKABLE 60A' TEMPERATURE LOCATION. ASHRAE HIGHEST LOCATION MOST SIMILAR TO : I DISCONNECT FUSED W/ ` r t I . _ INSTALLATION LOCATION. .HIGHEST CONTINUOUS TEMP � + �--J 60A FUSES I PROPOSED6.76kW' 33'C v ..T ` - ,.' . t' GROUPED W/MAIN BOA.UNFUSED - _ 1 I � � PRODUCTION � � � SOLARSVSTEM- 3. 2005 ASHRAE FUNDAMENTALS 2%DESIGN - - #I BREAKER LOAD CENTER DISCONNECT 'METER - D ( -.INVERTER tll TEMPERATURES DO NOT EXCEED 47'C IN THE UNITED 1 I 4 V 0 4 V to . STATES(PALM SPRINGS,CA IS 44.I'C). FOR LESS THAN 1 I - Drawing Informatl0n 9 CURRENT-CARRYING CONDUCTORS INA - ,+1 - o --a+0I DRAWING DATE: U21/2016' - ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5"ABOVE F_, ___]] f aD j 1 DRAWN eY: MAA ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE U �. I �/� 0 -•.-I I REVISED BY: DMR OF 47C OR LESS(ALL OF UNITED STATES), r _J ___ j_____ y°°! � B E - ' 000 009 LLLJJJ_ System Information. 4.)PHOTOVOLTAIC POWER SYSTEMS SHALL BE r- B aoeeee I: I TOTAL SYSTEM SUE: 6.76kW PERMITTED TO OPERATE WITH UNGROUNDED � ------ J �. IV PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER - NEC690.36 _ EXISTING MAIN BREAKER LOAD SQUARER SQUARE D �S vN_____-J TOTAL MODULE COUNT: 26 J_ CENTER INSULATED LINE TAPS PN: D222N DU222NR8 ' � - MODULES USED: FANADIAN SOLAR 26D 5.)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE INSTALLED ON MAIN FEEDERS MODULE SPEC R: M-20P A NeNA 3 RATING. NBC 690.64 UTIUTYCOMPANY: EVERSOURCE CALCULg7TON9 FOR CURRENT CARRYING _ Un UTYACCr R: 14400330107 CONDUCTOR9 UT UTY METER U: 2299619 REQUIRED CONDUCTOR AMPACITY PER STRING DEAL TYPE: ORE E NEC690.6(B)(1)1 (15.00-1.25)1 - 18.75A AWC y10.DERATED AMPACITY PV MODULE SPECIFICATIONS AMBIENT TEMP: 55'C,TEMP DERATING FACTOR: .76. CANADIAN SOLAR 260(CS6P.260P) RACEWAY DERATING- 4 CCC: 0.80 Rev.No. Sheet (40•.76)0.80_ 24.32A Imp e.5fi 24.32A'18.75A,THEREFORE WIRE SIZE IS VAUD V V. A 37.$ 0 THWN-2 GEC TO EXISTING GROUND ROD TOTAL AC REQUIRED CONDUCTOR AMPACITY 2500Ar1.25 m 3125A B- 3/4"EMT W/2.08 THWN-2,I-RIO THWN-2,I.410 THWN-2 GROUND AWG aB,DERATED AMPACITY C 3/4"EMT W/4il0THWN-2,1-R10THVV—GROUND AMBIENT TEMP: 30'C,TEMP DERATING: 1.0 INVERTER 91-SE60MA-US RACEWAY^DERATING S 3 CCC: N/A pC pC 0 3/4"EMT W/a 10THWN-2.2410THWN-2 GROUND $5A'1.0 $SA Imp 18 1 POUI Wee E 3/4"EMT W/248 THWN-2,1-0 THWN-2,I-RI0 THWN-2 GROUND 55A=31.25A THEREFORE AC WIRE SIZE IS VAUD Vmp 350 lout 25 nTr 1 n it F p12 PV WIVE W/p66RRE COPPER BOND TO ARRAY CALCULATION FOR PV OVERCURBENT PROTECTION Vac 1500 1— 31.25 TOTAL INVERTER CURRENT: 25.00A IX 130 Vnom 124D Is 1 3/4"FMC W/346 THWN-2,I4BTHWN-2 GROUND SOLAR 25.00A-1.25-31.25A -->40A OVERCURRENT PROTECTION IS VAUD w Alleenwood Rose 877-7W-197B com Wall,Nwleruy 07719 www.THniry-Solar. 1 MATERIAL LIST (Tr 1 JOB NAME: FORD, DAMMON T Sit ADDRESS: 242 HINCKLEY ROAD... ' ; �`�S0LAR HYANNIS, MA 02601 2211 Allenwood Road 877-797-2976 Wall,New lemy 07719 www.Triniy-Solar.com 38.504 ESTIMATED MAN HOURS 1:6 DAYS(3 1.2 DAYS(4 MEN) 0.8 DAYS(6 MEN) MEN) • 26 CANADIAN SOLAR 260's(6.76KW) • 2 SEPARATE ARRAYS • 20'PEAK TO GROUND • 14 PORTRAIT&12 LANDSCAPED • NO PIPES OR VENTS BEINGS RELOCATED OR REMOVED • 1 INVERTERS INSTALLED OUTSIDE • NO TRENCH • JOB NEAR.SALTWATER - ESTIMATED SENT TO JOB USED ❑ CANADIAN SOLAR 260(CS6P-260P)---P300 SE'OPTIMIZERS 26 ❑ SE6000A=US 1 ❑ 60A INDOOR FUSED DISCONNECT W/(2)40A FUSES 1 ❑ (ORE)METER AND METER PAN 1 ❑ 60A OUTDOOR NON-FUSED DISCONNECT 1 _ _ ❑ SOLADECK BOX(ES)&HAYCO CONNECTOR(S) 2 ❑ 14'SECTIONS OF RAIL 19 _ ❑ INSULATED BUG BITES(LINE TAPS) 2 ❑ FLASHINGS 52 ❑ CASE(S)OF BLACK SPRAY PAINT 1 ❑ CASE(S)OF TAR 1 ❑ TO LINK 1 ❑ PV LEAD WIRE 100' ❑ T-BOLTS ❑ MID CLIPS ❑ END CLIPS. ❑ SPLICE KITS _ ❑ GROUND LUGS G �9 41 ffF F 12 y� / t Y / r W ,,, .<' // ✓isl F/ E�.�" A,� „gam ..i E ~/ 3s/ �,y�_t 3[� fir✓ Y `. g - /e ({ E � w'uW S / sL an /a ° ate' sue" I ' I ' K`� a .� *Blackframe �.- product can be' provided upon request.. High quality and reliability in all CanadianSolar modules is ensured by 14 years'experience in insurance-backed warranty ' module manufacturing,well-engineered module 2 ars non-cancelable,immediate warranty insurance design,stringent BOM quality testing,an automated linear power output warranty manufacturing process and 100%EL testing. 10 product warranty on materials KEY FEATURES nears and workmanship I DTExcellent module efficiency + up to 16.47% MANAGEMENT SYSTEM CERTIFICATES* ISO 9001:2008/Quality management system ISO/TS 16949:2009/The automotive industry quality management system Outstanding low irradiance ISO 14001:2004/Standards for environmental management system performance:96.5% OHSAS 18001:2007/International standards for occupational health&safety PRODUCT CERTIFICATES* (+-5 DV4Pup to power tolerance IEC 61215/IEC 61730:VDE/CE/MCS/JET/SII/CEC AU/INMETRO/CQC Up t0 5 W UL 1703/IEC 61215 performance:CEC listed(US)/FSEC(US Florida) UL 1703:CSA/IEC 61701 ED2:VDE/IEC 62716:VDE/IEC 60068-2-68:SGS oPjo PV CYCLE(EU)/UNL9177 Reaction to Fire:Class 1 High PTC rating up to 92.0% , SA BBAef Pv4C Lr . . c us \ / IP67 junction box for long-term *As there are different certification requirements in different markets,please contact your local Canadian Solar sales representative for the specific certificates applicable to „ g7 weather endurance r the products in the region in which the products areto be used.. ...............:.............................................................................................................. 0�'�;� Heavy snow load up to 5400 Pa CANADIAN SOLAR INC.is committed to providing high quality le wind load up to 2400 Pa solar products,solar system solutions and services to customers around the world.As a leading manufacturer of solar modules and Salt mist,ammonia and blown PV project developer with about 10 GW of premium quality modules sand resistance,for seaside, deployed around the world since 2001,Canadian Solar Inc.(NAS- farm and desert environments DAQ:CSIQ)is one of the most bankable solar companies worldwide. ............................................................................................................................................ CANADIAN SOLAR INC. 545 Speedvale Avenue West,Guelph,Ontario N1 K 1 E6,Canada,www.canadiansolar.com,support@canadiansolar.com MODULE/ENGINEERING DRAWING(mm) CS6P-260P/I-V CURVES Rear View Frame Cross Section A-A oA A . ........ o I _ 35 ❑ 7............ ..:....... ........... ..... 7. ____._ .......... _.........._. ... -. .. ' 6 ........... ......._._ ........... ....... 6. ........_.._.... ..............._,...._............ 0 5............ ............... �.r .,.,..... 5: ........... I Grounding q q. ..... ....... 4 ....... ...... ......4 . m m $Yt We 3 -- 3 - 2 05- —_—.—. 11 2 2. - 1.( .... 0 ...� .... I .. ..V 0. .. ;.V Mounting Hole - 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 12-11-7 A A Mounting 7 hole R 1000 W/m' ' 5'C 800 W/m' 25-C 40 -982 600 W/m' 45-C • 400 W/m' 65°C I ELECTRICAL DATA I STC* MODULE I MECHANICAL DATA Electrical Data CS6P 260P 265P Specification Data ........ ......... Nominal Max.Power(Pmax) 260 W 265 W Cell Type Poly crystalline,6 inch .._... - -....... .. Opt.Operating Voltage(Vmp) 30.4V 30 6 V Cell Arrangement 60(6 x 10) . Opt.Operating Current(Imp) 8.56 A11 8 66 A Dimensions 1638x982x40 mm(64 5x38.7x1.57 in) ._............... ......... __. ........... --_ ..... ...... ............. Open Circuit Voltage(Voc), 37.5 V 37.7 V Weight 18 kg(39.7 Ibs) Short Circuit Current(Isc) 9 12 A 9 23 A Front Cover 3.2 mm tempered glass ... ....- .._. _.. .. .....- Module Efficiency 1616% 1647% Frame Material Anodized aluminium alloy . ..... .. _..... .... _ ..... Operating Temperature......... 40.0-+85 C Box IP67 3 diodes .. _.-....__.. ........_.-. . Max.System Voltage 1000 V(IEC)or 1000 V(UL) Cable 4 mm2(IEC)or 4 mm2&12 AWG Module Fire Performance TYPE 1 (UL 1703)or 1000 V(UL),1000 mm(39.4 in) CLASS C(IEC 61730) (650 mm(25.6 in)is optional) Max S1111eries Fuse Rating 15 A Connectors Friends PV2a(IEC), .. ........ .......- - Application Classification Class A Friends PV2b(IEC/UL) _.................. p ... g ..... Power Tolerance 0-+5 W Standard 26 pieces,515 k (1135.4 lbs) .. ...... *Under Standard Test Conditions(STC)of irradiance of 1000W/m�,spectrum AM Packaging (quantity&weight per pallet) 1.5 and cell temperature of25°C. - Module Pieces per Container 728 pieces(40'HQ) ......-' .................... _-........... ELECTRICAL DATA ( NOCT* Electrical Data CS6P 260P 265P TEMPERATURE.CHARACTERISTICS ............__....._-...-................ _..._..........................._.. .................................. ................................. Nominal Max.Power(Pmax) 189 W 192 W Spe.................... ......... ......... .1..... Opt.Operating Voltage(Vmp) 27.7 V 27.9 V Temperature Coefficient(Pmax) -0.41%/°C Opt Operating Current(Imp) 6.80 A 6.88 A Temperature Coefficient(Voc) 0 31%/*C ..._ o.... ...... Open Circuit Voltage(Voc) 34.5 V 34 7 V Temperature Coefficient(Isc). 0.053/o/°C Short Circuit Current(Isc) 7 39 A 7 48 A Nominal Operating Cell Temperature 45t2 C *Under Nominal Operating Cell Temperature(NOCT),irradiance of Boo W/m', - spectrum AM 1.5,ambient temperature 20°C,wind speed 1 m/s. PARTNER SECTION PERFORMANCE AT LOW IRRADIANCE Industry leading performance at low irradiation,average 96.5%relative efficiency,from an irradiance of 1000 W/m2 to 200 W/m2(AM 1.5,251C). The specification and key features described in this datasheet may deviate slightly j and are not guaranteed.Due to on-going innovation,research and product ' enhancement,Canadian Solar Inc.reserves the right to make any adjustment to he information described herein at any time without notice.Please always obtain - the most recent version of the datasheet which shall be duly incorporated into the - binding contract made by the parties governing all transactions related to the purchase and sale of the products described herein. E................................................................................................. ..................i Caution: For professional use only.The installation and handling of PV modules Scan this QR-code to discover solar 'E requires professional skills and should only be performed by qualified professionals. 1@10 Please read the safety and installation instructions before using the modules. projects built with this module ..............................................................................__............................................................. ........... WL. CANADIAN SOLAR INC.August 2015.All rights reserved,PV Module Product Datasheet V5.3_EN TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application #& o 50SO Health Division Date Issued Conservation Division Application Fj Planning Dept. Permit Fee 4_7 Date Definitive Plan Approved by Planning Board P Historic - OKH Preservation / Hyannis Project Street Address `2V2 llllyekt�Y Rb AlyJU&I Village Amc Owner �m �' o !�� Address� Z Telephones Permit Request e4UJ W-ea.4� /4 Square feet: 1st floor: existing/O proposed A 2nd floor: existing D proposed IFJ Total new 172 Zoning District Flood Plain Groundwater Overlay 0 Project Valuation Construction Type kda o CD t i Z i c-� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach su porting dome fttion. Dwelling Type: Single Family `J Two Family ❑ Multi-Family (# units) Pa Age of Existing Structure d y Historic House: ❑Yes Plo On Old King's Highway: ❑ es 4No Basement Type: Full ❑ Crawl ❑fWalkout ❑Other r„ Basement Finished Area(sq.ft.) `5 00 Basement Unfinished Area(sq.ft) Sb0 Number of Baths: Full: existing new Half: existing D new Number of Bedrooms: existing 2 new (S) Total Room Count (not including baths): existing r new L- First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑ Other Central Air: X Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Klo Detach@arage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ AttachefiVrage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Au horization ❑ ,Appeal # Recorded ❑ Commercial ❑Yes r$Nc If �es site plan review# Y Current Use Proposed Use APPLICANT INFORMATION - _ (BUILDER OR HOMEOWNER) Name !S/ Telephone Number 2fZ 2Z �06� Address ,S9 ,4/6- L444�L License # eS 7 T Y(47 Home Improvement Contractor# Worker's Compensation # 5 L-T ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /a- �✓i� f�� — orb raE'— �'c SIGNATURE DATE 4 FOR OFFICIAL USE ONLY PPLICATION# DATE ISSUED MAP/PARCEL NO. y ADDRESS VILLAGE OWNER r , DATE OF INSPECTION: FOUNDATION FRAME ` INSULATION FIREPLACE j' iFl I I ELECTRICAL: ROUGH FINAL Via. PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The.Commonwealth of Massachusetts Department of Industrial Accidents �' Office of Investigations. I' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' "Compensation Insurance`Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Indivi dual): dip L/N A 40 9,15_AJ Address: Sg /14 �� ^// City/State/Zip: CJ IQ MA OZ U0 Phone#: Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and 1 6. ❑ New construction employees (full and/or part-time).* have hired the sub-contractors 2.[$ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition. workingfor me in an ca acit . employees and have workers' Y" P Y 9. .Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 I.❑ Plumbing repairs or additions myself. [No workers' comp: right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have.no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation'insurance for my employees. Below is the policy andjob site information. Insurance Company Name: Policy#or Setf-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a.copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to.$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c under the a sand penalties ofperjury that the information provided above is true and correct. Signature: �f Date: 2 r Phone#: d / 2� /e d 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 S. Plumbing Inspector 6. Other Contact Person: Phone#: 4, 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, constriction 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 burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call, The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax # 617-727-7749 www.mass.gov/dia THE Tp� Town of ]Barnstable Regulatory Services 9EMMM ssBLE•$ Thomas F. Geiler,Director 16 pcA� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, m o AJ as Owner of the subject property d hereby authorize L/ /4 • At-o A-.I F 14`J to act on my behalf, in all matters relative to work authorized by this building permit application for 2 Y Z (Addres of Job) ignature 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) NERPERMISSION � r� Town of Barnstable oF1� o Regulatory Services " Thomas F. Geiler,Director BARNSTABLE, + "ASS 9. ,�� Building Division ATE p �a 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: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 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 he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note.: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that(such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that helshe 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:\WPFILES\FOR-MS\homeexempt.DOC i t^ h � 2d�• /ON '"�—► M FUTURE 6Xe `~� L 0 T 132H 0 DECK 16497 ; S. F. �o N Aso/9 4 S N' 263 /s FOR TOTAL LOT SEE LAND COURT CASE 115196 SHEET I . ZONE RB SETBACKS k a FRONT 20' SIDE - l0' REAR - l 0 THE DWELLING DEPICTED ON THIS PLAN WAS LOCATED ON THE GROUND BY SURVEY ON APR. 15. 2003 AND PLOT PLAN EXISTS AS SHOWN AS OF THE DATE IN OF LOCATION. BARNSTABLE, MASS. THIS PLAN /S. FOR PLOT PLAN PURPOSES ONLY AND NOT FOR SCALE: l '-20' APR. 16, 2003 RECORDING. DEED DESCRIPTIONS EAGLE SURVEYING , INC OR ESTABLISHING PROPERTY LINES. 923 Route GA Yorrmuthport, MA. 02678, (308) 382-8132 THIS PLAN lS VOID IF NOT (008) 432—=3 STAMPED AND SIGNED IN RED. 0 /0 20 40 PROJECT NO. 03-015. �� / Adl �V f Massachusetts- Department of Public:'Satet. - Board of Buildin;Regulations, and Standards Construction Supervisor License ,License: CS 74867 A' Restricted-to:,. 00,:, p• COLIN A MORNEAU _ 58 MELANIE LANE r CARVER, MA.02330" � _ y Expiration: 8/111201.0 t;:umiiiisiuncr Tr#.: 598 I nyv077 Py5 ti8S.an ..: HOME IMPROVEMENT CON T r s ! ' RACTOR License or reg�sarat�on valid for individul,use only; l Registra on: 132268 ! 1 befo re the.expiration date= If found return to Eafi ;_12/19/2010 Board of Building goons and Standards gRe ul S: . Tr# 279027 ,� One Ashburton Place Rm 1301= _ Type Indnndual Boston �Ma.02108 { GOLIN MORN Atj 58 MEIANIE LANE 1 w / i I Administrator = Not.va d withoutsig i • - -valid nature f. l r Generated by REScheck-Web Software Compliance Certificate Project Title: DAMON FORD Energy Code: 2006 IECC Location: Hyannis,Massachusetts Construction Type: Single Family Conditioned Floor Area: 683 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 242 HINCKLEY RD DAMON FORD COLIN MORNEAU HYANNIS,Massachusetts 02601 242 HINCKLEY RD 58 MELANIE LANE HYANNIS,Massachusetts 02601 CARVER,Massachusetts 02330 508-326-7006 781-422-1004 FFLEXO@COMCAST.NET MORNEAU@NETZERO.NET • • o 0 Compliance:0.0%Better Than Code Maximum UA:118 Your UA:118 � Ceiling:Flat or Scissor Truss 683 38.0 0.0 20 Wall:Wood Frame,16in.o.c. 864 19.0 0.0 47 Window:Vinyl Frame,2 Pane w/Low-E 80 0.350 28 SHGC:0.01 Floor:All-Wood Joist/Truss Over Uncond.Space 683 30.0 0.0 23 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildin as been desig ed to meet the 2006 IECC requirements in R eck-Web and to comply with the mandatory requirements listed' the REScheck spection Checklist. X'aavf�� �� �� _of Name-Title Signature Date Project Title: DAMON FORD Report date: 10/21/09 Data filename: Page 1 of 3 v ..,..*,. .. ,,�::C�,ss{;.cr^�C"r:j"1r 14 ,,• + � 1` ,;sM��•Y�—3�� .i;ryv�y� 7�t r;3'P`ar��,.L`yy�..t!`a4a:.A:�"3-^.+..,.y ..s...,,y-.���- ,m.K' - .a t v a .- ..�,�y�,,,,„-,1v.�.:Y-;'-,�.° ''C.�'"�..!';. '�' - «+-r..e',�.,•.L"7°+f',�.tb,',vi',ce ...'tie.. `pFIME Town of Barnstable ' BARNSTABLE. Regulatory Services - 7MASS. g. - 1bM Building Division prfD MPS A, 200 Main Street, Hyannis, MA 02601 Officer M8-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 2—F # Permit Number Owner Builder One notice to remain on job site; one notice on file in Building Department. The following items need correcting: �s CA TES � V E at'1 � � " U.lk(-r y g0(zlz- _ y 63 �� 9�r D�--��. �J�d�r�n c� c.�.� ��r '��c.�.� rM u S i ? ( �` �? � tA-t9° qs A- z- j cT 6 , GC 4L-U t:�-b r—f 1'rs CC-7 Please call: 508-862-4038 for re-inspection. Inspected by CPctnnt ,.. Date I � I Town of BarnstableISE f }, F do Regulatory Services Thomas F.%Geiler,Director G A P R 2 0 P ri 17: 5 r ll►itx3TABM MASS. g Building Division 1639' �0 �: AlEo r�'t" Tom Perry,Building Commissioner dy. 200 Main Street, Hyannis,MA 02600 0 1 10 Office: 508-862-4038 Fax: 508-790-6230 Q (v� PERNIIT# ` I E:� � $ 00 SHED REGISTRATION 1� 120 square feet or less r 2q- coddg:�4 V�i U ok-V\0 Location of shed(address) ill �r �C Property er's name Telephone number Size of Shed Map/Parcel# S' ature V Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 f - . . O RO o Oa s "5.19 45„ E c}� 157 02' N' �. Lot 9G Cb S&T t set o 'Ta 1 •� N d- = O WIF 15102 • Seed(0 Pin Set O Lot 134H 9.0 S 9, s�1A®� N / s&r 45„ E Set Q O l W/F 2a 9 Shed o� i Loot 1341 Set, f - t 0 75 : 30 • 45 60 FEET . Sheet Title: DW9 O PS V SU C45191 7 Porker Rood Sketch plan Showing Lot Corners Sot Scale Ostervitle 'MA 02655 245 HinkApy Road 1"=30' - --008)420-3994 (508)420-3995 fox BaM-StabjG (Hyannis) MA Dote copesuw®copecod.net 0210C T100 TOWN OF BARNSTABLE -CERTIFICATE -OF 'OCCUPANCY I PARCEL ID 310 062 GEOBASE ID 22632 ADDRESS 242 HINCKLEY ROAD PHONE HYANNIS ZIP - LOT 132H LC BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY 1 i PERMIT 69310 DESCRIPTION 26 X 40 MODULAR RANCH NEW HOME PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory ator Services g Y TOTAL FEES: BOND $.00 �tME i CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE „ 0 ' B"NSI'ABLE, • MAW t6g9. � i QED MA'S A i BUILD NNG 91VISION - BY / I DATE ISSUED 06/06/2003 EXPIRATION DATE i i Pli L .1! 1-1.1 L Ci F I RN'ST JILDTOC;':PERKT.T 22 _1( 3 L 1Q� 4' 1j; V vz' 'oxr l r# III Ott tit alw L"Ifl, 9 A. _e� P, x 1�140 D IJ', 60 '11- Nt I Z)1 TITLE I -d I 1;, ! AL. S�; - , AC D ep' Ar t IeAfiof Rqu. ory Services, o 9 G 4 0 R j?JR�IG.LE VAN: lAOTED STABLE, LDING B UI -DIVISION/', BY THIS PERMIT CONVEYS No.RIGHTITO OCCUPY ANY'STREET, ALLEY'OR,SIDEWALK-OR ANY PART THE REOF;,EITHE R�TIEM PORARI LY-OR PERMANENTLY EN, .CROACHME.NTSbN;PUBQC,PROPERtY,.NQT SPECIFICALLY�,ERMITT.Ed.UNIDER;T H,t'BUIL'IDING CODE,'MUST BE APPROVED-.. BY,.T I H,E I J,URISDI.CTION I STREET:OR. ALLEY GRADES AS WELL AS DEPTH'AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT 6F'POBCic'WORKS-THEI'SSUA:NCEOFTHIS OER*MIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY'APPLICABLE SUBDIVISION RESTRICTIONS.:, r,MiNi'Mum OF ',FookbACL INSPECTIONS REQUIRED FbRALi:CO STRU&ION'WbRK: -APPROVED PLANS MUST BE RETAINED ON JOB:AND WHERE : SEPARATE _J�FOUNDATIONS,OR FOOTINGS THIS CARD KEPT.POSTED UNTIL FINAL INSPECTION. -1. APPLICABLE,. E �R PERMITS-,ARE ;REQUIRED FOR't t R OF'OCCU- 2�-PRIOR:To�,oVERING�'S-r _UCTURAL'ME1�1BER§ HAS:BEEN MADEi,WHERE A CERTIFICATE- ELECTRICAL-,I I .PL UMBING-A.ND MECH- (READ��-Tb*-L'AT"H)'-'�l." , PANCY-IS.REQUIRED, SUCHBUILDING SHALL NOT BE 1 ANICA:bNSTALLAfior4s.l' '�T NSCJLATIONI •'. OCCUPIED UNTILfINAL'INSPECTION HAS BEEN•MADE_ : -,'4 YINAL.INSPECTION BEFORE OCCUPANCY., 1: cli `BUILDING INSPECTION APPROVALS- PLUMBING INSPECTION APPROVALS ELECTRICALINSPECTION APPROVALS'� 7 �2 2 2 .3 'HEATING INSPECTION,APPROVALS ENGINEERING DEPARTMENT' to OtHE'R., SITE PLAN REVIEW-APPROVAL: st , 'OT PAofEED UNTIL' : PERMIT OME INSPECTIONS`-INDICATED ON,tHIS;': ..WORK,SHALL N, .:WILL BEC NULL AND VOID.IF.CON- THE INSPECTOR HAS A19PROVEb,THE #RUCTION WORK;IS,NOT'STARTED WITHIN.SIX CARD'.CAN BE.A.RRANGED FOR BY, .-V,4310US STAGES.'OF:_CONSTRU I C MONTHS1 OF,DATE THE.PERMIT IS IS.SUED AS TELEPHONE OR WRI.TT.EN'NOfIFI'CA:; IbN, NOTED ABOVE.'.,:,.",' . TION.' r f f TN Ali '• ' - 'OWN OF BARNSTABLE BUIL^DING PERMIT APPLICATION Mnp Parcel 5J Permit# � TOVflq OF BARNSTABLE Health Division f5ec Date Issued Conservation Division IEr� 11163 2 103 MAR 24 PM I'' 04 Application F Tax Collector Permit ®k Treasurer 0Viai0' , Planning Dept, C M b ` .C id Date Definitive Plan Approved by Planning Board '3 Historic-OKH Preservation/Hyannis ��.�.-�.� a,k-eadc'� dV1E' Project Street Address 2 `�Z K "�cKCE y '�� -( D 4F v L�T / ,7 2 -/-4 Village Owner DAMOW F-OzP - Address Telephone So f 737 `f'r77 Permit Request a A/S' A ec Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new D Zoning District Flood Plain Groundwater Overlay �t Valuation f S5,wo Construction Type A)o a P Lot Size Grandfathered: kes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No . On 0ld King's Highway: ❑Yes ❑No Basement Type: VFull ❑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 5 ` First Floor Room Count Heat Type and Fuel: ❑Gas ( Oil ❑ Electric ❑Other Central Air: ❑Yes P No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing Cl 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 4 No If yes,site plan review# Current Use 5/ N(W' Y aP�� Proposed Use Jim+ S BUILDER INFORMATION ,; Name �©�'� 4- &,0 2,✓ / Telephone Number '-7,00 i Address Al&Lo'el r z4we- License# es —�4,4 Vey lt414- d 2-77o Home Improvement Contractor# -,,32 2 =11 - Worker's Compensation# �T ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 !lj4�tl�.j IGNATURE DATE .?/ � t FOR OFFICIAL USE ONLY ` PERMIT NO. DATE ISSUED -. MAP/PARCELJ-NO. - ADDRESS - F VILLAGE OWNER } DATE OF INSPECTION: is t ..f' FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 5 GAS: ROUGH FINAL FINAL BUILDING flAl /V6 !o-DATE CLOSED OUT 9S:SOCIATION PLAN NO. . k t I f The Commonwealth of Massachusetts — ' Department of Industrial Accidents — Office otloyesali oos _ t 600 Washington Street c3 Boston,Mass. 02111 Workers' Cam ensation Insurance Affidavit location: [] I am a homeowner pezforming all work myself. • ❑ I am a sole r rietor and have no one workiz in ca achy ' workers co ensation for my employees working on this job. r din mP .......... ......r..t. .... .::::i:.:;E?.}x:.:.}:?•:4:}:{;.Y<}•.::��::r+:>:<;`�:;::;,%:::•:�;:>x<::�::;�},t}}:;�Y:?..,;;{<;»::;:>.}:{;.}}:.: anew 1 er ovl g ..........................:.�:::::•:::.:.:...:.::r:,::::.::.....:..:::.�.�.�:.v:.;}}:..:....:::.::::....v.:!:::::..J .Y).: I am ......................................................:.r....:.:. t: :•x•}}:.>;:::L;;:..:..4v:^•:�:.:.t.:<;::.,;R.,:??�<•>:;:: ::...........:::..............:::...r........,.....::•...:.........:....:::.................. tom :.:....... .... ........ ........ ........... .n...... ..............:.... .....:.v...; ,r.:^v::•}:'+ih•:.v::n�:>iiii}Jr!r.'}}xr,':�".�:}:;'...v... .... ........ .f.....}... ......... .,......... ..............t: ...:..:: w:.xw;:v,-:R:":.vt::R v,w:::::::}R}.;•},••{•}.;;•?.{:}}:{•.n.4.f ... ... .. .... .................... ...........v::::..•:^r...,•.v:v:.....:r... v.:. t.v...^ ,..}::••.4:::v;.. .4•..v.^•:'x•"x:!•:"::•.v:w. .,v. .n............ .. ..r..............................,...................:::;v.v.............. ...... .v......: ...v.v.:...,....•:\t:{•}}•:i:4:??•..nr::::.v{4: �::.x•.v... :x:r:....v.:.............J.:•}..Y:....^...,• .:vv........F......,:.::...+....r......:.:•.,.......r...n........-{r.::..^....v....•:•:::::...........::. .....:,...n....•:........ 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O� : ,.L:::..,:•:,......t:;}.}:•;:.,. .: nsnraer Section ace:roe:::?. .:•:R:.;}:R:???•>:;>.:::::.:^•:<:: a fte up to Fspure to secure coverage as required unenalties in the f rm of a STOP WORK ORDER and a 8ne ofR S100 0 a dayagainst of me.I sderslmd that ar one years'Imprisonment as wen as dull p e of Investigations copy of this statement may be forwarded to the OfSc of the DIA for coverage verification. I do hereby certify under the pains a4d penalties of perjury that the information provided above is true and tarred /� Date ?� -D 3 Signature ( .mot Ct L/ /J Phone# .- ?a 7 UO 6 Print name official use only, do not write in this area to be completed by city or town official city or town: peradttlicetue# ❑Building Department LILicensing Board response is required ❑Selectmen's Of Ice ❑checkirimmediaterespo re tr 4 ❑Health Department contact person: phone#; ��0r (m,ad 9195 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the `law", an employee is defined as every person in the service of another under any contract of lure, 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 section 25 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,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 s Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company 1 ' any names, address and phone numbers along with a certificate of insurance as all affidavits maybe p submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign an 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. Cityor Towns 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 PermitMcense number which will be used as a reference number. The affidavits may be returned*to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a can. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Invesugalons 600 Washington Street Boston,Ma, 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eat. 406, 409 or 375 r - RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 o`� Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 00 square feet x$96/sq.foot= 1 DS�y x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq. foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq. ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 w >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 f >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= 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 �ptHE Toy, Town of Barnstable Regulatory Services S"MASSS. Thomas F.Geiler,Director 4',eTE%639. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize (!c Lr Aj �. At o ,e-,✓ 4:;:4tJ to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) 2Y 2 14 ,N c.1cL4E-y P,D . 14 yea,At v AAA -,3 2/ 2-g o3 Signature of Owner D Print Name f RESIDENTIAL BUILDING PERNHT FEES APPLICATION FEE New Buildings,Additions $50.00 �60 oa Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE d ® square feet x$96/sq.foot= 1V x.0031= 309 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq. ft.= x.0031= 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.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) .ov Deck x$30.00= '20 (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 N /9 �0 4S E P 3O 4 FUTURE 6X8 ` L 0 T / 32 K o DECK - ; 16497 f S.F. FOR TOTAL LOT SEE LAND COURT CASE ` 1 I5/9G SHEET ! . too ZONE RB etcImNa H SETBACKS y 'W 9 @ _~ 0 FRONT , - 20' SIDE = 10 � ✓q/����_ REAR /0' f THE DWELLING DEPICTED ON THIS PLAN WAS LOCATED ON THE GROUND BY SURVEY ON APR. 15. 2003 AND,.. PLOT PLAN EXISTS AS SHOWN AS OF THE DATE v IN OF LOCATION. . BARNS TABLE E. MASS. THIS PLAN IS FOR PLOT PLAN SCALE: I '-20' APR. .16. 2003 PURPOSES ONLY AND NOT FOR RECORDING. DEED DESCRIPTIONS EAGLE SURVEYING , INC OR ESTABLISHING PROPERTY LINES. . 923 Route 6A Yormuthport, MA. 02675- (608) 302-8132 (308) 432-6333' THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 /0 20 40 PROJECT NO, 03-015 . .. 1. 4 9• , 4 S h Ln DecIr LOT 132H y y lo t 16497 + S. F. FOR TOTAL L 0 T SEE LAND COURT CASE- 11519G SHEET 1 . 1 r LL N OF tpdssQ�y . s WHlT NG o.29869 � i^ r tSTEati� k ZONE RB SETBACKS 3o FRONT -20; SIDE ID. P ai PL 4N} REAR /0' IN BARNSTABLE, 4,4SS. THIS PLAN /S FOR PLOT PLAN SCALE: I'-20' MAR. 20. 2003 PURPOSES ONLY AND NOT FOR RECORDING. DEED DESCRIPTIONS EAGLE SURVEYING , ' I NC OR ESTABL/SH/NG PROPERTY LINES. 923 Route 6A Yarrrouthport, MA. 02875 i� (508) 362-8132 THIS PLAN /S VOID /F NOT (506) 432-5333 STAMPED AND SIGNED /N RED. 0 10 20 40 PROJECT N0. 03-015 Y. 0 ,s� ; P3P�sH �• z //5/96 ROAD. /.3/A / 44 n. ,� 8 •rsro.� 'a, .� /JeG /�4H � A:• *�n /3PH Ar• I ti bb lot $ As- Aim rraee ,�, AN � b t 04 As•!� O'i5 K $ k $= g /321( b�a� dI40.I S ASO�►3 As•r o sew °WAV A I. MY Q•° SUBDIVISION PLAN OF LAND IN BARNSTABLE / M Joseph Selwyn, Civil Engineer July 23, 1949 r is Subdivisjon of Lots 101, 102, 109, 11 , 23;A 232u 1 2B-132 Incl., 133A-1331inc1., & 134�13 inol. Shown on Plan 11519E Sheets 1 & .2 Filed with Cart. of Title No. 40 f Registry District of Barnstable County m be�tsw i For Lob 10111MM40AV.41100 tqd of ofp�1/1/ � aI�IE�I� �/ /, l9►?aP1r!'=ior( �t7B-tBlinc% ^-"�b�'� Bar164ilawi s shown bei+sa9 andcn Sbc�n/ P LAND RR I?AT/ON Of1F)'QE L MMZ ~� Sudr %. a�k►yli W.T.f�firAx�ll.c'�"�r6r cewe✓ Qp€j9�j�y5�� 15-19-i'�1 ZtS7 lLMttR#;TbABLE LAND COURT REGISTRY QUITCLAIM DEED 1,PETER M.DAIGLE,TRUSTEE OF 242 REALTY TRUST,WVd April 27, 1998 and recorded at the Barnstable County Land Court,Document No.724,395 on Certificate No. 148254,of 1550 Falmouth Road,Centerville(Barnstable County) Massachusetts 02632, for consideration of ONE HUNDRED THIRTY-THREE THOUSAND and 'p 00/100($133,000.00)DOLLARS paid, g nt to DAMON FORD,of 72 Pitcher's Way,Hyannis(Barnstable County), Massachusetts 02601, with QUITCLAIM COVENANTS 1 The parcel of land with the buildings thereon,situated in Barnstable(Hyannis), Barnstable County,Massachusetts,described as follows: Lot 132-H Plan 11519-0(Sheet 1) See attached as Exhibit A. For title see Certificate No. 148254. WITNESS my hand and seal this---� --day of October,2001. x v o 10M4R4. AIGLE,TRUSTEE x 242 REALTY TRUST v COMMONWEALTH OF MASSACHUSETTS a N Barnstable,ss. aCro t 9,2001 N Then personally appeared PETER M.DAIGLE,TRUSTEE,242 REALTY TRUST,and acknowledged the foregoing instrument to be her free act and deed as aforesaid,before me, My Commissio ufes: i i C -t' '� ok I,PATRICIA K. SPALKE,hereby release my right,title,and interest,both in law and in equity to the grantee. WITNESS my hand and seal this day of October,2001. PATRICIA K.S AL COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. iD• ,2001 Then personally appeared PATRICIA K. SPALKE,and acknowledged the foregoing instrument to be her free act and deed as aforesaid re me, NoJ-��T12Z V My%='Z�on E Property Address: 242 Hinckley Road,Hyannis,Massachusetts --------------------- BARNSTABLE COUNTY REGISTRY OF DEEDS PEG OF DEEM COUNTY EXCISE TAX REG # 23 --------------------- BARNSTABLE C 19 o 03FM 04 DATE 10.19.101 FRI DO= #4475 TAX $303.24 1EE $454AS TOTAL :303.24 CASH '-454.86 CASH $303.24 CLERK 1 NO.009919 TIME 14:04 2222 TRUSTEE'S CERTIFICATE I,PETER M.DAIGLE,TRUSTEE OF 242 REALTY TRUST,wVd April 27, 1998,and recorded at the Barnstable County Land Court,Document No.724,395 on Certificate No. 148254,hereby certify to the following: :x I. That I am the sole Trustee of said Trust. 2. That said Trust is still in full force and effect and has not been terminated. 3. That I have been authorized by holder of 100%of the beneficial interests of said Trust to sell the property located at 242 Hinckley Road,Hyannis, for the purchase price of$133,000. Witness my hand and common seal this day of October,2001. 242 REALTY TRUST BY: PETER M.DAIGLE,TRUSTEE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,SS. OCTOBERIq 2001 Then personally appeared the above-named Peter M. Daigle,Trustee,242 Realty Trust,and acknowledged the foregoing instrWN his fi-ee act and deed,before me. sbn sp1qire . f T�• BARNSTABLE COUNTY REGISTRY OF DEEDS ATRUE COPY,ATTEST JOMN F.MEApE RE018T01 BARNSTABLE REGISTRY Or DEEDS Permit No.: . 3�3 TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS SEWER PERMIT Connection: Modification: Disconnect: Repair: Assessors Map No. �0 r O �c 2-- WATER SUPPLIER: (OATb'yL Assessors Parcel No SWAW ACCOUNT NO.: �Street: / '7/,L�ii, SEWER ACCOUNT NO.: Village: l yi7 N/��1 PERMIT FEE: $ Tom• �� Septic Abandonment Permit (1)Residential Bldg=$420.00 (each addt'I.bldg.on same service=$200.00) Obtained From Health Department: (1)Commrc'l.Bldg.=$875.00 (each addt'l.bldg.on same service=$200.00) Connections requiring installation of a pump,add$300.00 to base charge. Abandonment Permit Not Required: -o i PROJECT CONTACTS PROPERTY OWNER(Mailing Address p SEWER INSTALLER Name: _� �`!l'�`���"/ /�iJ Name: Address: 2Yz L`///✓ �� fGl� Address: _:eI7 Phone: Phone: J� 7��� ,e2 PROJECT DESCRIPTION REGULATORY REQUIREMENTS The installation of all sewer connections must be done in accordance with FACILITY&LAND USE DATA the provisions of Article XXXVI,Town of Barnstable,General By-laws and regulations issued by the Department of Public Works. Before excavating NUMBER OF UNITS METER SIZE FIXTURE NO. within a Town Way the sewer installer must also obtain a Road Opening permit and comply with the Construction Standards and Specifications RESIDENTIAL: outlined therein. At least 48 hours prior to the installation,the applicant must notify the Department of Public Works,Engineering Division for the COMMERCIAL: purpose of inspecting the installation. The Inspector will complete the RESTAURANT: Compliance Sketch locating the installed lines and connection. INDUSTRIAL: By signing the Application, the applicant acknowledges and understands the regulatory requirements and understands that failure to comply with STANDARD INDUSTRIAL CLASSIFICATION NO.: them shall be grounds for revocation of the Sewer Connection Permit and the denial of any future application. This sewer connection permit shall be NO.OF BUILDINGS: , NO.OF BEDROOMS: 3 valid for 180 calendar days from the date of D.P.W. approval indicated below. The required notice must be given and the installation SIZE OF PARCEL ACRES: commenced before the end of that period. Otherwise, the permit shall become invalid. When that occurs,a new permit must be applied for and ESTIMATED DAILY SEWAGE: GALLONS a new fee paid. PIPING: LENGTH DIAMETER Detailed engineering drawings must be°submitted with each commercial permit application and be approved prior to acceptance of this permit. EXPECTED INSTALLATION DATE: SIGNATURE(INSTALLER): DATE )— 2- — 03 SIGNATURE(DPW APPROVAL) DATE 3 THIS PERMIT EXPIRES ON: FORM Sewer Conn.Form(REVISED.02103) I "BUILT THE MAINE WAY SINCE 197T' 7 OXFORD HOMES LANE•P.O.BOX679-OXFORD.MAINE04270-0679 (207)539.4412-FAX:(207)539-4259 Y N!MOXFORDHOMESINC.COM TO: Morneau Builders FROM: Oxford Homes,Inc. DATE: March 11, 2002 SUBJECT: Installation in the Commonwealth of Massachusetts On the basis of expertise shown while installing Oxford Homes,Inc. serial number OH-MDS-01842AB on Tucker road in Dartmouth Massachusetts.Both Colin A. Morneau of Morneau Builders and Steve Adamczyk of Set-Wright Co. are fully certified to install any and all Oxford Homes,Inc. Modular Products constructed for Morneau Builders by Oxford Homes,Inc. Carl B. Sw on III 4 Quality Assurance Manager ' Oxford Homes, Inc. r E-kV E TO�iYN29i?.lrlBlZGfIL O�v./r/f.L7.70WdZ[I�d „, BOARD OF BUILDING REGULATIONS LNwnbeir cense: CONSTRUCTION SUPERVISOR : GS : 074867irthdate: 08/11f1952 ` 1 1`ff20ti4` Tr.no: 329 Restricted: 00 ; + COLIN A MORNEAU 58 MELANIE LANES ` CARVER, MA 02330." Administrator , 21\ L¢ artvinA�NUa_-_ t. O�,��rrv:urclrr<rella Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. if found return to: Board of Building Regulations and Standards Registration: .132268 One Ashburton Place Rm 1301 Expiration: 12/19/2004 Boston,Ma.02108 JYp e. Individual COLIN A.MORNEAU COLIN MORNEAU 53 MELANIE LANE 'CARVER,MA 02330 Not vai)/,i Withnrit cianofu ro I ' IN- 1.2 p,.. 6440fc Zex d~ Tois�. NA.�� TYo 6'PE4V JAS6 2x -; o qvt ae 2y'' GRADE y8p 4 G.EGEAjO AcG Olr jo rdr4l.94 S dD 8r, ScoTugE TD No v56 w AU- Da►£ srEo nowt ?b ,GQAoE' Zo- o� Deck Plan Damon Ford -242 Hinckley Road, Hyannis MA Colin "Fred" Morneau - Design and Construction Services 58 Melanie Lane Carver, MA 02330 Tel 508-326-7006 Fax 508-866-8081 April 17, 2003 To Barnstable, MA Inpectional Services: This is to notify you that we are scheduled to set an Oxford Homes modular at 242 Hinckley Road, Hyannis on Thursday, April 24, 2003 for Mr. Damon Ford. Permit # C76 $ Thank you, Colin Morneau Mass Unrestricted Construction Supervisor Lic# CS 074867 (expiration date 08/11/2004) Mass Home Improvement Contractor Lic# 132268 (expiration date 12/19/2004) TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Sotll) Map a Parcel . D � , Permit# -� r ARh ST'AQL,E Health Division Date Issued _3 a® d 3 S I n "':33 AR 10 A 10: 42 Application Fee Conservation Division- Y Tax Collector iD0 a D � — 1�� a����f d� Permit Fee Treasurer L- =11S1Gi s-r o6r�a Planning Dept. Rc- t-r-_ Date Definitive Plan Approved by Planning Board /2dA70 eef2aw10&rL." f i C" Historic-OKH All/ Preservation/Hyannis - J 21 Z t 163 i p &-y edv/ ► wrV-4 e;j -A-7 - Project Street Address 2— Y 2 . 1/1tie4«y '� rev `134-14 Village Owner A A, o "f Address 72 P/T Telephone 5o R 73 7 g l 7 7 Permit Request ���'^ 'a T��� �ouSc WFf Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 30 o a , ay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family O Two Family 0 Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full 0 Crawl ❑Walkout O 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 0 Other Central Air: ❑Yes O No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage:0 existing ❑new size Pool:0 existing ❑new size Barn:0 existing ❑new size Attached garage:0 existing O new size Shed:O existing 0 new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name z'/`� 4, 4 eW e5?1 Telephone Number 504 'J L6 - 70°6 Address License# (f 7 CA aVV X f A 4 2 330 Home Improvement Contractor# /.32 2- Worker's Compensation# A11,4 fFAF � t _ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �i��P -✓'>' SIGNATURE - DATE � i v "t FOR OFFICIAL USE ONLY -PERMIT NO. � DATE ISSUED I FP MAP/-VARCEL NO.:, ADDRESS VILLAGE OWNER ; DATE'OF INSPECTION:' FOUNDATION e6)'�® FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH — FINAL GAS: ROUGH — FINAL FINAL BUILDING DATE CLOSED OUT j ASSOCIATION PLAN NO. E . j Mar 20 03 02: 16p MORNEAU�] 5088668081 p. 1 E z si `� ' BOARD OF BUILDING RICGt�1�T6CfR�1S License: CONSTRUCT SUPERVISOR Numaer :CS 07 867 Bir.tbdat'a 08/111/052 i a4piie$-08/1112004 Tr.no: 32 R¢Stdi.Ctc 1: 00 COUN A MORNEAU '����,/r L�y 5$,MELAN1E LANE t4ow -v CAFAVER, MA 02330 ActsriiriisPratoi ., %�r fcc rx•n<»t.�irr.1�E�. eF l�(.:;:JtXtil�i ?d-'°i . }` Board or 3uiWiv-R(cpjlatiotis and Standards r� ?,icense or registration valid for individut use on)- HOME IMPROVEMENT CONTRACTOR before the expirution date. If found return to: Roar<t of Building lTc;utalions and Standards Registration: 13226" One AsbburKon Place Sim 1301 Expiration: 1 211 912 0 0•: Boston,N1a.02108 Type: Individual CO IN A.i✓OfRNEAU ` CGLIN NlORNEAt.; 5.:NlEiANIE LANE vkk C2330 ,. \tfr t:tLri tri N. x.�itrn�t.,�•c i Property Locatim_.,242 HINCKLEY ROAD MAP ID: 310/062/ Vision ID: 25605 Other ID: Bldg# 1 Card 1 of 1 Print Date:02/21/2003 10:52 ift— . , .',C,URRLN,, rl . TUPO., ..-, l"TTILIIES FORD,DAMON 1 evel eptic 1 Paved Description Code Appraised Value Assessed Value Gas ES LAND 1010 38,600 38,600 801 2 PITCHERS WAY ublic Wate ESH)NTL 1010 38,100 38,100 YANNIS,MA 02601 W Barnstable 2003,MA Additional Owners: Account# 226320 Plan Ref. LC 11519-G-1 Tax Dist. 400 Land Ct# er.Prop. UP FY03 #SR Life Estate VISION DL 1 LOT 132-H Notes: DL 2 _ d GIS ID: 25605 Total 76,700 76,700 = , i r � �lFA.GEPR�V£CI"U �A�3S'SL'SS� OWNERS" .tPi 3 �>��:;,Bl�[YO .. FORD,DAMON C163159 10/19/2001 Q 1 133,000 00 Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value AIGLE,PETER M TR C153649 06/21/1999 U 1 1 lA 2002 1010 38,600 2001 1010 38,600 2000 1010 24,200 EORGES,MICHAEL G TR C148254 04/28/1998 U 1 34,600 1L 2002 1010 38,100 2001 1010 38,100 2000 1010 31,600 SOURCE ONE MORTGAGE SERVICES CORPORA? C145100 07/08/1997 U 1 31,500 1L EORGES,MICHAEL G TR C139357 12/15/1995 Q I 46,250 00 UDAK,PAUL R& C121287 08/15/1990 U I 1 1A Total:1 76,7001 Total:1 76,700 Total: 55,800 acknowledges nature This signature es a visit b a Data Collector or Assessor g g Year T e/Descri tion Amount Code Description Number Amount Comm.Int. Appraised Bldg.Value(Card) 35,800 Appraised XF(B)Value(Bldg) 2,300 Total (Bldg) ': a .. YO,TES� ,,; ':',� . .. �£. . Appraised p Special d Value Value(Bldg) 38,600 Appraised ed Land ':.. S Lan *OWNER REMODLNG. INTERIOR 8/87... ................ Total Appraised Card Value 76,700 Total Appraised Parcel Value 769700 Valuation Method: Cost/Market Valuation et Total Appraised Parcel Value 76,700 � .:; ISIT/CHANC HISTORY � , Permit ID Issue Date Tvve Description Amount Insp.Date %Comp. Date Comp. Comments Date ID Cd. Purpose/Result 3/14/2001 SM 00 eas/Listed 8/15/1987 ML S. �......... ............_....,�_.. ., ... ..h � . .. ...: :'.: ... .;,.... •i _. .:... ... Ski B# Use Code Description Zone D ronta e Depth Units Unit Price I.Factor S.I. C.Factor Nbad. Ad Notes-AdYS ecial Pricing Ad Unit Price an Value 1 1010 Single Fam RB 4 0.38 AC 182,000.00 1.00 5 1.00 63BC 0.55 PCL(.38,U10)Notes:10 1BLD , 38,600 Total Card Land Units l 0.38 AC Parcel Total Land Area: 0.38 AC Total Land Valu 38,600 Property Locatian:,242 HINCKLEY ROAD MAP ID: 310/062/ Vision ID:25605 Other ID: Bldg#: 1 Card I of 1 Print Date: 02/21/2003 10 99 p Z, 0 IV 4 i51 iwn oil Element Cd. Ch. Description Commercial Data Elements Style/Type 01 Ranch Element Cd. Ch. Description Model 01 Residential Heat&AC Grade D Below Average Frame Type aths/Plumbing tories 1 1 Story B 34 Occupancy 00 Ceiling/Wall Rooms/Prms Exterior Wall 1 5 Vinyl Siding %Common Wall 2 all Height Roof Structure )3 Gable/Hip Roof Cover )3 Asph/F GIs/Cmp 14 Interior Wall 1 )5 Drywall Element Code Description ractor 2 2 all Brd[Wood Interior Floor 1 12 Hardwood Complex 2 Floor Adj 22 BAS Unit Location eating Fuel 2 it 8 Heating Type 5 of Water Number of Units AC Type 1 one Number of Levels %Ownership Bedrooms 02 2 Bedrooms Bathrooms 1 1 Bathroom 8 10 1 Full Unadj.Base Rate 60.00 Total Rooms Rooms Size Adj.Factor 1.55409 Bath Type Grade(Q)Index 0.72 26 Kitchen Style dj.Base Rate 67.14 Bldg.Value New 45,924 Year Built 1951 Eff.Year Built (A)1978 Nrml Physcl Dep 22 Funcnl Obslnc 0 ZiEcon Obsinc 0 Code D yrrintion Perrpntamp —Specl.Cond.Code 1010 Single Fam 100 Specl Cond% Overall%Cond. 78 Deprec.Bldg Value Code Description LIB Units Unit Price Yr. Dp Rt %Cnd Apr. Value FPLI Fireplace B 1 3,000.00 1978 1 100 2,300 g L KG- Code Descriptlon" LivingArea Gross Area Eff Area I nit Cost Undeprec. Value BAS First Floor 684 684 684 67.14 45,92-4 TY1. Gross L NIL ease Area 684 684 684 Bld-a Val: 45,924 �pptMETop, Town of Barnstable Regulatory Services sn[trtsrnsi.e, y Mass. Thomas F.Geiler,Director $A s6g9. 10 lf039 A Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, y 'q /21 0 A "`"G>(CP ,as Owner of the subject property hereby authorize D L i ,cJ - r14 0/? AJ f/� V to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) Signature o Owner ate Print Name QTORMS:OWNERPERMISSION 02/24/03 08:50 FAX 508 862 3100 EXCEL SWITCHING MFG 1A001 The Commonwealth oplassaehi veUs — _ Aepartmenf of Inditstria[AccidentS e ce ofInesti9adoos _- 600 Wasl:ingtan Street Boston,Mass. 02111 Workers'Compre�nsation1iisurunce Affidavit A . lug- - -IS Btna . ... , -' len name:- '�L/.✓ .. 1 location: 2 7 I A/ city 'Al A,-p/S honed ❑ I am a homeowner performing all work myself. ❑ 1 am a sole proprietor and have no one working in any capacity ❑ I am an employer providing workers' compensation for my employees working op. s job• .:�.. ..... ..may .. .. .: -cam an a►ntn ....-_r•_�, ;.,:;...:, _ t.r;:.•:a - :•ji: TT 3 :7•' - d' ro ..,.. 'e•""::5,;�:::\.r':'<':.'.:::.:.l.,;..„,.: -r:.... .:.:.:..rz,� 11dnC'�..i •�t.�7f�•.���Y± ' Y's'C ...',...:•. ,..i.., ... ,,r. :'.!:�.':::Y:'.�:,' .. .. _ :fin.1.,. yl.� ..1.°WS I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors lisceii 1t ow who ave the followuig workers'compt nsatio_n polices: _ - :^ %t: - :r�- ,e•,:7• Wiz.~:,+<nH'r...,,. J:r>• - .1,;; may;:•`` _ u'iie lie "?-ICY�•..:. �:r 3 tnsuis"mecca:''?:� earn'9tlr�thmez�:::.:= i;,r,', 'a,•:.-,•: '';;;Jr - li-OIIO lIC .r,:•�i .t i���i;:e is Insurance-co•_...,•,..,'.,, . ..:.. .....:.:: _.:..,. .. ..: . .. :..:.>: - '� `olio•.#'- Failure to secure coverage as required under Scetid'n 2sA of MGL f52'csn lead to the imposition of criminal penalties of a fine up to S17500100 and/or one years,imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against me. I understand that a copy orthis statement may be forwarded to the Office of lnvestipatioos of the DL4 for coverage verification. I do hereby certij nder the palms and p=kSofPerjurYhe Injorneation provided above is lsue andcorrect Signature -"✓ C• ' Date Print name CID r1 p R AJ-A-u Phonc 0 5 0 -3 z Fmwn; do not write in this area to be completed by city or town offidat permltAicense 11 1-1Building DepartmentE]Licensiog Boardte response is required []5cleI h De 9 OfficeHealth Department phone1: Other l -d e66=O.I t3D i?Z q�� MAR-05-2003 WED 10:17 AM KEYSPAN ENERGY FAX N0, 508 394 5019 P, 02 ���"'�"� KaySpan Energy Dullyoiy ►'�i■a'�/ 1 127 Whites Path rf1CIY)y 1)�;:Jt`ry SUUth Varmeulh,M ns,101usclls 02604 March 5, 2003 Mr. Morncau re: 242 Hinckley Road,Hyannis,MA To Whom It May Concern: This letter is to confirm that all the natural gas services to the above referenced property have been cut and capped at the gatebox. This work was completed by us on February 26, 2003. If you have any questions, 1 can be contacted direelly at 508-760-7503 Sincerely, Sally Sinclai Cape Operations 02/26/2003 WED 10:35 FAX (002/002 NSTAR EL EC rRIC February 26,2003 Damon A.Ford 242 Hinckley Road Hyannis,MA 02601 - Re: 242 Hinckley Road,Hyannis Dear Mr.Ford: The purpose of this letter is to confirm that the electric service and meter for the address referenced above have been disconnected and removed. Please feel free to call me at 781-441- 3365 if you have any questions. Sincerely, Nancy L. Allen Mid-Account Executive FEB-24-2003 13:27 BARNSTABLE WATER COMPANY 508 790 1313 P.02i02 Barnstable Water Company nrnslndleH�ater 47 Old Yarmouth Road RO.Box 326 vn u ,.... - - - ► •5troea•ar Connrcrxvc Wsr[n$EItvIC[.IMt. Hyannis,MA 02601-0326 Office;508.778.9617 Fax:508.790.1313 Customer Service:508.776.0063 1 February 24,2003 Town of Barnstable Building lnsp.ector Town Hall Hyannis,MA 02601 RE:Service#4449,242 Hinckley Rd.,Hyannis Dear Sir: Please be advised that the above water service was shut off and the meter removed on 10/1/02. The owner has informed us that he is planning demolish the existing building. Sincerely, Z44)CaQ�4� John Rademaker, Clerk Barnstable Water Company TOTAL P.02 -'j3/20/2003 THU 8:58.:FAX 508 862+4711 TOB - DPW - Engineering �001/002 Town of Barnstable 4 ]Engineering Department .�� 367 Main Street, Hyannis, MA 02601 FAX Date: 3 Number of pages including cover sheet: To: FROM: Engineering Department i Phone: 508-862-4088 _ Phone: Fax phone: 508-862-4711 Fax phone: =,r7ci 0 6 230 CC: REMARKS: [3 .Urgent ❑ For your review ❑ Reply ASAP ❑ Please comment -7�f 5 Pen M e-r ;Vx- '5&'-"-"Z' 1 y / L Can�•r.vG- T� u Vrr�ir� 3/a / � Tb 03/20/2003 THU 8:59 FAX 508 862+4711 TOB DPI - Engineering &02/002 A c Pemit NO. TOWN OF BARNSTABLE `� G DEPARTMENT OF PUBLIC WORKS SEWER PERMIT. ,Connection: Modification: Disconnect: Repair: Assessors Map No. Z WATER SUPPLIER: [3 W el Assessors Parcel No SEWER ACCOUNT NO.:. Street Z 7 7— SEWER ACCOUNT NO.: cC Village: /Vl s PERMIT FEE: $ k & Soptle Abandonment Permit (1)Residential Bldg=$420.00 (each addt'I.bldg.on saute service=$200.00) Obtained From Health Department (1)Commrc'I.Bldg.=$675.00 (eaoh addt'I,bldg.on same service=$200.00) Abandonment Permit Not Required: Connections requiring installation of a pump,add$300,00 to base charge. PROJECT CONTACTS PROPERTY OWNER(Mailing Address SEWER INSTALLER Name: / Q11f -rJ.Q Name: Address: Address: !2 E Phone: — Phone: ._ PROJECT DESCRIPTION REGULATORY REQUIREMENTS Tho Installation of all sewer connections must be done in accordance with FACILITY&LAND USE DATA the provisions of Article XXXVI,Tom of Barnstable,General Bylaws and regulations issued by tho Dopartment of Public Works. Before aXcavating NUMBER OF UNITS__ METEq SIZE FIXTURE NO. within a Town Way the sewer installer must also obtain a Road Opening REM NTIAL, ! permit and comply vilth the Consiructlon Standards and Specifications outlined therein. At least 48 hours:prior to the installation,the applicant COMMERCIAL must notify the Department of Public Works,Engineering Division for the --�— purpose of inspecting the Installation. The inspector will complete the RESTAURANT: Compliance Sketch locating the installed lines and connection. INDUSTRIAL By signing the.Application, the applicant acknowledges and understands the regulatory requirements and understands that failure to comply with STANDARD INDUSTRIAL CLASSIFICATION NO.: them shall be grounds for revocation of the Sewer Connection Permit and the denial of any future applloatlon. This sower connection permit shalt be NO.OF BUILDINGS: NO,OF BEDROOMS: valid for 180 Calendar days from the date of D.P.W.approval indicated below. The required notice must be given and " instattation SIX£OF PARCEL: ACRES: Commenced before the end of that period. Otherwise, tho permit shall become invalld. When that occurs,a new permit must be applied for and ESTIMATED DAILY SEWAGE: —GALLONS a new fee paid. PIPING: LENGTH DIAMETER Detailed englnoering drawings must be submitted with each commercial EXPECTED INSTALLATION DATE: permit application and be approved prior to acceptance of this permit. SIGNATURE(INSTALiER): DATE ) SIGNATURE(DPW APPROVAL) DATE a J�4/o THIS PERMIT EXPIRES ON: FORM Sewer Conn.Form(REVISED C2103) - b Commonwealth of Massachus etts Board of Building Regulations and Standards I LIF Manufactured Buildings Program LABEL REQUEST FORM This Section for State Use Only Date Received Label Numbers Issued: Fee Received $ 60 O 0 a� 3 S Check Number Date Issued: 3 1—ued by: This Section to be Completed by Manufa ei- PLEASE PRINT OR E SECTION 1 -MANUFACTURER INFORMATION BBRS\DPS LD. # ©3 _ O Manufacturer Name m r'.S -r q c MC# I Street pxFo2D Porv►e'S LAQ6 .O• �Ox �7 City/State/Zip x r6 P, ,,.,E 0 2°7 Manufacturer Telephone Number: (Zo 7) S 3 1 - Li42 Fax Number: 5 31 - y 2 S Manufacturer-Plant Inspector k1 E Nly ITN R0 M 5 Third Party Agency F S TPIA# Number of Labels a2 Total Amount Attached $ / p O, ©o I Manufacturer's Serial o R - rn i S - Manufacturer s Model K� Number ©�0 99 A B Designation A1V C SECTION 2 - LOCATION OF BUILDING Street x c2 `k :ELK RO��Q:A �1,2�N1�111C-_ t�. City State Zi SECTION 3- BUILDER/DEALER,/CERTIFIED INSTALLER INFORMATION Builder/Dealer Ur 6Rnl�A(�` �i>e2S S _ ..Street CLpNi� LAME _ - City/State/Zip C t9 tZ V EK M;:�4 :-:��6 3 3 b Certified Installer : p p k�� H,®M E 5 INC. FLnsed Construction License Number: K C S 0 744 0 6 7 ervisor x C-0 L I N A. M®R N EA U ., Expiration Date: AUGU5T 11 12004 This form shall be completed by the manufacturer when requesting manufactured building labels. All information shall be clearly indicated. Incomplete forms will be returned to the manufacturer unprocessed. 3 , This request shall be forwarded to the State Board of Building Regulations and Standards n 'Building, Paul A.Dever School-1380 Bay Street,Taunton,MA 02780 Bbrs\Forms2\mfgLabe1Request June 15,2001 TOWN OF BARNSTABLE BUI;t',DING PERMIT APPLICATION Map �IW Parcel APPLICANT MUST OBT,( wV A JL'wh,, Permit# "N=ON PERMIT' E GIRING DMSION FROM T HE POOR To Date Issued `� 2 Health Division ��b��-- �k-- n ONSTRUCTION. Conservation Division J • -)-3 ��- Application Fee Tax Collector oZ3-- ®� Permit Fee Treasurer Planning Dept. IV Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address a?�{ Village icy 14 i tom•S Owner I)OL KZI, ur Address Z? nkt i Telephone 5�� - 7 Y — 0/oZ Permit Request 12- K`E bL1'LL 6 US.� 'v i'v� r s u��.(.� , arse �� �� ' S ✓• �r^ cx_ L Glues-e._ _ .�� ���,�L�.� ��, 'sue �•l.�-G• t�•�4�c�.� ��- 3 Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation .'5;61ZV — Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 3"- Two Family ❑ Multi-Family(#units). Age of Existing Structure Historic House: ❑Yes ❑No On Old King's HigtC'.way: ❑Yo (a No cn y. Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other o Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) `l e� 5; Number of Baths: Full: existing new Half:existing never, rn Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil aElectric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION/ Name ,r—ftAc• Telephone Number Address License#6_5_1 2_9 1 .PZD". bata, nT N5 Home Improvement Contractor# 3Y42 Worker's Compensation# Gc) C ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE ^.Z3-0 ;z. f FOR OFFICIAL USE ONLY PERMIT NO. L DATE ISSUED MAP/PitCEL,NO. - ADDRESS; - VILLAGE ' OWNER- DATE OF INSPECTION: i�FOUNDATION INSuLATi:ON FIREPLACE ELECTR'I',C-AL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL. FINAL BUILDING f DATE CLOSED OUT ASSOCIATION PLAN NO. 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Faffure to secure coverage v requirednnder Section. of MGL 152 cohleadto theimposition of erlminalpenal8es of a fine up to 51,500.00 and/or one years'imprisonment as well as,J n penalties in Hof Investigatipn" the DIA Sort erageveee or$10n00 a dap againstme Imtders{and that a' copy of this statemerd=y be forwarded to the OM ; I do hereby'certi nderihe an pe es-of-perjury-thatthe-informafimpr-ovided-abav an e_iLimp— d Date 7 L'3-0 Z Signature .,. r. :-'r,,..', •.�0 I�.�✓���333 Phone# Print l iame oMclal wa only do not write in this area to be completed by city or town official •permitAicense# [3BuIId1n9 DepartrnUd city or town: ❑Licensing Board ❑Selectmen's Office ❑checkif immediate response is required ❑HealfhDepartment phone#; ❑Other __ contact persan: t Information and Instructions Ge neral Laws chapter 152 section 25 requires all employers to provide workers compensation for their Massachusetts �� ted fromt1le law , an employee is•defined as everypersoainthe service of another under any contract As c • employees. qu � . . of hire, express or implied, oral or written. _- 1• l j .• +;+ „�:1. tZk artners , association, corporation or other legal entity;.•or any two or more of An employer is defined�as an individual, p hip _ • 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 thdowner'.of a ... dwelling house having not more than three apartments and who resides therein;-or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto'shall not because of such employment be deemed to be an employer: MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance br 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,neitherthe 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'insusance requirements of this`chapter have been presented to the contracting utho a rity. PRIMA .. .. r Applicants the box that applies to your situation�incf bikers' compensation affidavit completely,by checking pp 3'0 • Please fill in the �supplying company company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department•of Industrial Accidents for confirmation of 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"•of�i . air,required,t'o obtains workers' compensation policy,please call the Depaituierit at the aumlier listed below:. / FEE City or Towns , ...._ .. .. Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom cflhe affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be suie.to fiU in the.p emutllicens a number wlfieh willb e'used as a refeieace numb er. The:affidavits may 'e'ze to•. "amail of FAXiinless othei arrangements have beenisiade." ^� the Department, a. .�. _..s f u in advance for you cooperation and should you have anyguestions, . The Office of Investigations would like to thank yo M, �,. ..., - to c `•give us a all please do not hesitate . 0.i The Department's address,telephone and fax number. ~ The'Commonwealth Of Massachusetts _Department of Industrial Accidents GMce of lnvestlgatlons 600 Washington Street Boston , 0111 Ma. 2 fax 9: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 - ` 0 0 LOT 132G y �8 sus • ��� .�. l�Qs w LOT 132H O LOT 1321 25 RES: ZONE 'RB" This MORTGAGE INSPECTION Blank is For fily FLOO7ZONE. 'C"THE DISTANCES AND MEASUREMENTS ON THO PLAN SHOULD BE VERIFIED BY AN WSTRUMENT SURVETOWN: - REGISTRY OWNER: SPALIfE FAMILY NOMINE -----__ DEED REF: _ CTF_ 1482 -------- BUYER: _D01L T 'QL�------------------- --------=- DATE: -1��- --------------- PLAN REF: _L�_C._ 11519G� CALE:1"= 40---FT. I HEREBY CERTIFY TO A_J-T -v - 4T OF . YANKEE SURVEY _ _ _ SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS ��� Pot SHOWN AND THAT ITS POSITION DOES --- CONFORM A. � 40B (SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE a IdIEROTHEw "' INDUSTRY ROAD TOWN OF -_ BARNSTABLE—-----------AND THAT Na,3208 MARSTONS MILLS, MA. 02648 IT DOES_NOT_ LIE WITHIN THE SPECIAL FLOOD HAZARD TEL: 428-0055 AREA AS SHOWN ON THE H.U.D. MAP DATE D_4,j_91_85_- �� ���, FAX: 420-5553 Co munit -Panel 250001 0005 C ___ THIS PLAN NOT MADE FROM AN INST NT SURVEY 31821 BAF PAIIL A MIT PC _ NOT TO BE USED FOR FENCES BUILDING PERMITS ETC. BOARD OF BUILDING REGULATIONS License CONSTRUCTION SUPERVISOR Number?`^-S1 057291 B1a t�date 9T17a1963 Ea�F A9f0210,03 Tr.no: 4441 ReWc#ed FRANCIS V WARbJIF� ' 16 U S BATES RD HINGHAM, MA 02043 Administrator f � r 1 - s d I�16 TOWN OF BARNSTAIt iz BUILDING PERMIT 1' PARCEL ID 310 062 GEOBASE ID 22632 ADDRESS 242 HINCKLEY ROAD PHONE HYANNIS ZIP - LOT 132H LC BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 62596 DESCRIPTION TEMPORAR ' ILE ECAUSE OF FIRE PERMIT TYPE BMISC TITLE MISCE PERM CONTRACTORS: AMERICAN .MOBILE HOMES Department of ARCHITECTS: hZegulatory Services TOTAL FEES: $kr-0.00 BOND 00 CONSTRUCTION COSTS �$ ,0 i 1 PRIVATE ' j G snxivsras . S. Q ' 1 J BUDAING DIV S ON ,� I B � DATE ISSUED._.,0_7/25%2002 EXPIRATION DATE -. TOWN OF BARNSTABLE s, BUILDING PERMIT PARCEL y D"'s 0- 062 GEOBASE ID 22032 ADDREM 242 HINCKLEY ROAD PRONE . HYANNIS ZIP LOT. 132H LC BLOCK. ,. LOT SIZE r z DBA DEVELOPMENT DISTRICT HY PRRIAIT: 62596 DESCRIPTION TEMPORARY TRAILER.BECAUSE OF ME PERMIT TYPE BMISC TITLE MISCELANEOUS PERMIT CONTRACTORS: AMERICAN.MOBILE HONES � AcHZTECTs Department of :. Regulatory,Service&, ,.. TOTAL .FEES $5.0.00 a; BOND $.00 a f; CONSTRCJCTIOid COSTS +$5,000;00 aM - qb'T R09XI- Q-Ah } IDI-NG 11 ,_ PRIVATE BA)� nABLE, 5L . 1639. I II A BUILDING DIV S ON I DATE IS$laRb -.-,07,/25y2002`, EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY,ANYSTREET,ALLEY`OR•SIDEWALK OR ANY PART.THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- I ICROACHMENTS ON PUBLIC,PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR I> ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM.THE CONDITIONS OF ANY APPLICABLE SUBDIVISION:RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK:.. APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE I 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- ,I 3:INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 r 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL { WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. I; BUILDING PERM- IT 4�ta_f)vL(, , cx. Ay LOT 132G �s. ta. y �e �s-• � LOT 132H p LOT 1321 ems, i ,2 RES. ZONE J70 This MORTGAGE INSPECTION Bank is Foonly FLOOD ZONE: "C" THE DISTANCES AND MEASUREMENTS ON THIS PLAN SHOULD BE VERIFIED BY AN INSTRUMENT SURVEY_ TOWN: _ ------ REGISTRY OWNER: S ALKE FAMILY NOMINEE TRUST DEED REF: __C7F X4-&2d4-------- BUYER: _D QN��_ 'Q��----------------------------- -- DATE: -_1�A --------------_ PLAN REF: _L._C._ 11b19G= ______SCALE:1 = 40__—_FT. I HEREBY CERTIFY TO 1Ya4ITLONAL CITY M a 4f YANKEE SURVEY __ __ _THAT THE BUILDING _SHOWN ON TH_IS PLAN IS LOCATED ON THE GROUND AS o�� PAUL CONSULTANTS SHOWN AND THAT ITS POSITION DOES _ CONFORM A. 40B (SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE Ov M INDUSTRY ROAD TOWN OF __ BAR_NSTABL.E _ _____AND THAT i Ala IT DOES-NOT- LIE WITHIN THE SPECIAL FLOOD HAZARD MARSTONS MILLS. MA 02648 AREA AS SHOWN ON TIME H.U.D. MAP DATED/,9.��s5___ TE-L 428-0055 Co munLt -Panel A 050001 0005 C FAX: 420-5553 _ THIS PLAN NOT MADE FROM AN INST NT SURVEY 31821 DAF "PA—L A Elf IS NOT TO BE USED FOR FENCES BUILDING PERMITS ETC. N � colvc 0 N M i FUTUR E • L 6xa _ LOT / 32H o DECK' 16497 ; S. F. FOR TO TAL L 0 T SEE LAND COURT CASE 1I519G SHEET V. �vA Of M ZONE RB 0. SETBACKS 13:1 �NG N FRONT - 20' U869 SIDE - I 0 C "A aSTE REAR - l 0' ''tiQl �^"St!��'/ice .• THE DWELLING DEPICTED ON THIS PLAN WAS LOCATED ON THE GROUND BY SURVEY ON APR. 15. 2003 AND PLOT PLAN EXISTS AS SHOWN AS OF THE DATE /N OF LOCATION.. i BARNSTABLE. MASS. THIS PLAN IS FOR PLOT.PLAN " SCALE: l'-20' APR: 16. 2003 PURPOSES ONLY AND NOT-FOR RECORDING. DEED DESCRIPTIONS EAGLE SURVEYING , INC OR ESTABLISHING PROPERTY LINES. 923 Route GA Yormouthport, MA. 02875 (308),302-8132 THIS PLAN /S VOID /F NOT (aoe) 432-a33 STAMPED AND SIGNED IN RED. 0 /0 20 40 PROJECT NO. 03-0I5 1 �0�70� yflel 6G� ��� - �v THE FOLLOWING IS/ARE THE BEST IMAGES FROKPOOR QUALITY ORIGINALS) M -/ (Y� L.. DATA k Con .i ; ,t . , � ,�` '� `"' {, �� Yt; nit , usetts �d ands / „ 7 3D9y 'y� (i.i.il L +,t� NF R �I •. M �, r°` r '� A � '-'n�lj`t� 3s1�,• ' 011C)1tS Patricia Brennan,Program A1ana er �e //'� '" /�gt^ t1sv/i� Dat Tr milted r` 56l 1 70 ,iw N s -d Zmonwealth of Massachusetts y Street m rd of Building Regulations andKIT c, ntoR 02710 t t 4•ib +ir rh t person forwarding material shall ca" # ji' ,i'' t i am ', r ,rat print clearly or type required rmatlon.. neofPerson `• ti" hsf � ,. ft'b , � k ��r _ TPIA Number ismitting Material following information is being transmitted to the Board of Building Regulatioru1 F� se indicate the Distinct I Use 1 Standards and\or the Department of Public Safety for reasons detailed below Model and\or Serial Group ase check the appropriate box or give a further description of the transmitted Number pertaining to is under the section labeled other. Be sure to identify the appropriate Use Grou .) transmitted items. ding plans for review and approval ding plans forwarded as a record copy for your files(review not sired). iced building plans for review. (Please clearly iden is.) ised:buil _...� la•r _.,eco id copy for your files required""Please clearly identify revisions on theplans.) >n submitting materials identified below,please ensure that you clearly indicate modifications to each page(s). Also,please cate the BBRS\DPS Identification Number on all applicable materials. E Efications to programs manuals or drawings shall be accompanied by an index which clearly identifies which pages are e removed and which va es are to be replaced. (Check the appropriate box for materials transmitted.) iphance Assurance Programs I Original submission I I Modification to: I ulahons;vtanual Original submission ( I Modification to: 1 illation Manual Original submission Modification to: t ems Drawings Original submission I Modification to: !o ?r-Provide a detailed description 9 iy other materials which are g transmitted. Identify any E ;ions clearly. Also,identify the .ested action. ' S �o office transmittin this information has reviewed the above mentioned and attached materials and has found them, to the ly of our knowle ge a abilities, to be in compliance with the codes and\or rules and regulations for the Commonwealth of PX sachusetts'Ma ufactu d Building Program,as ap licable. ed by f t Date U (> IP Bbrs f r s2 mfatransmittal-Revised May,2001 iR F. A .0 onno o q fo.�d �Vt 131 o3 3la�©fvo`Z Commonwealth' of Mas sachusetts se tt s Manufactured Buildings Program - Transmittal Form for all correspondences relating to Manufactured Buildin s and Building Components To: Patricia Brennan,Program Manager Phone Number: Dat Tr milted (617)727-5190,Extension 561 ,< 1 , , Commonwealth of Massachusetts Board of Building Regulations and Standards CERC Building-1380 Bay Street Taunton Massachusetts 02780 The person forwarding material shall complete the following portion of this transmittah Please print clearly or type required information.. Name of Person MC Number Transmitting Material TPIA Number The following information is being transmitted to the Board of Buildin Regulations 6a And Standards and\or the Department of Public Safe for reasons detailed below Please indicate the I Use �' Mode!and\or Serra! Croup (Please check the appropriate box or give a further description of the transmitted Number pertaining to Items under the section labeled other. Be sure to identifv the appropriate Use Group.) transmitted items, Building plans for review and approval Building plans forwarded as a record copy for your files(review not required). Revised building plans for review. (Please clearly identifv revisions on the plans.) Revised building plans forwarded as a record copy for your files (review not required-Please clearly identi:fv revisions on theplans.) I When submitting materials identified below,please ensure that you clearly indicate modifications to each page(s). Also,please indicate the BBRS\DPS Identification Number on all applicable materials. Modifications to Progiams,manuals or drawin s shall be accompanied by an index which clearlv identifies which a es are to be removed and which va es are to be revlaced. (Check the appropriate box for materials transmitted.) Compliance Assurance Programs I Original submission I Modification to: i i Calculations.Manual Original submission Modification to: Installation Alanual Original submission Modification to: i Systems Drawings Original submission Modification to: i Other-.Provide a detailed description of any other materials which are being transmitted. Identify anv revisions clearly. Also,identify the requested action. The office transmittin this information has reviewed the above mentioned and attached materials and has found them, to the best of our knowle ge a abilities,to be in compliance with the codes and\or rules and regulations for the Commonwealth of 'Massachusetts'Ilia ufactu d Building Program,as apj licable. Signed by: M � Date: Bbrs f r s2'rnf.transmittal-Revised May 2001 s Date Received at PFS �.:_.. PiFS�, ADDITIONAL OR MODIFIED ACCEPTANCE(MODULARS/PANELIZED) This form is to be used only when the manufacturer is seeking acceptance of an additional model, modified model or model name change which uses a previously accepted building system. Current PFS Building System Acceptance a Model Name/ No. 0 N -,vt OS-r9g4 Manufacturer's Name _©yfnl_ Plant(s) at which model will be produced Qk�C,,A m�— Check One: �_ NEW MODEL MODIFICATION* Previously Approved by FAX Yes _� No Date Approved TECHNICAL DATA (Submit 3 copies of this firm and all datat Conforms Floor Plan Showing: i Yes No Buildine Size tLXW Dimensions) I -� Room Sizes. Licht & Ventilation Sclieddle I . Exit Requirements Electrical Outlet Spacine & Smoke Detector I i Location of Labels & Data Plates f/ Use Group, Type Const., Total So.Ft. Area Handicap Requirements (HUD Cat. III or od:zn MIA I Heat Loss Calculations or Reference No. (SSE Furnace Size/Model No. NSA j Thermal Performance Calculations or Reference No. ( ) I I S tE A-r 7�47cF�E Electrical Load Calculations or Reference No. (S EE A.—, y 4T(NEp ) (/ Service Size and Location (�00 ,4 np Qas�rnen �I I t Submit model to the following states:_ *Description of Modification Submitted by.: Date For PFS Use Reviewed an I Approved by Date Remarks MODEL WAS DEVIATED THIS FORM SHALL BE FILLED OUT COMPLETELY WITH EACH NIODEL ACCEPTANCE OR MODIFICATION PRIOR TO SUB ITTAL TO PFS. H:lformslform-m ' Bei,0/12/02 kc Inc..OXFORD HOMES,' P.O. Box 167 78S Main Street. Oxford, Maine 04270 207-539-4412 02099 Mar 03, 2003 Total Btuh 21911 @ 90 Dtd Total Cfm = 1095.579 Total Gpm 2 .2 Trunk = 8 by 18 Total Radiation Feet = 36.5 @ 190 F. Radiation output: 600 Btu per Foot Room Number 1 2 3 4 Room Name Kit/ Dinin Bath Bedroom 2 Bedroom 1 Height 7.5 7:5 7.5 7.5 Length 22 .81 5 .5 11.67. 14.08 Width 13 . 13 . 13 . 13 . Exp Glass Area 49.63 16.44 16.44 Exp Wall Length 35 .81 5.5 24.67 26.08 Sun Heat /SgFt Kilowatts People x 1000 R INFILTRATION 1585 912 912 F CEILING 38 702 38 169 38 359 38 434 A FLOOR 19 1405 19 339 19 718 19 867 C PARTITION T WALL 19 1037 19 195 19 798 19 849 0 GLASS 3 1489 3 493 3 493 R SUN LOAD S KW BTUH BTUH 6218 703 3282 3555 CFM 311 35 164 178 # 6in DUCTS 3 .5 .4 1.8 2 . Radiation Ft 10.4 1.2 5.5 5.9 Room Number 5 6 7 8 Room Name Bedroom 3 Living Roo Height 7.5 7 .5 Length 9.08 16.83 Width 13 ., 13 . Exp Glass Area 16.44 54.78 Exp Wall Length 9.08 29.83 Sun Heat /SgFt Kilowatts People x 1000 R INFILTRATION 912 1665 F CEILING 38 280 38 518 A FLOOR 19 559 19 1037 C PARTITION T WALL 19 245 19 800 0 GLASS 3 493 3 1643 R SUN LOAD S KW BTUH BTUH 2489 56.64 APPROVAL V�'�'`oDD TON CFM 124 283 FACTORY BUILT PORT # 6.in DUCTS 1.4 3 .1 R i 2 20Q3 Radiation Ft 4.1 ✓ 9.4 ✓ MA OVEN PFS CORP APPR i MARS Y,�AGNEs .,i L Light & Vent Chart Modular Model/Serial # Room Area Req'd Req'd Window Actual Actual Okay Glazed Vent Qty-Size Glazed Vent (Yes/No) OH-MDS- 02099 Kit/Dining Room 267.255 21.38 10.69 6'SGD 31.7 15.5 -e3 Bedroom 2 101.042 8.08 4.04 1-3861 13.41 6.48 �1is Bedroom 1 142.941 11.44 5.72 1-3861 13.41 6.48 y Bedroom 3 105.083 8.41 4.20 1-3861 13.41 6.48 Living Room 155.0991 12.41 6.20 2-3861 26.82 12.96 I J APPHL Y BUILT POFR ► ' APPROVE V'f AGNEA,tP *Artificial Light And Vent Included MARK DATE: March 3,2003 Mfg: Oxford Homes Inc. BY: Eric Goding Model: . OH-MDS- 02099 Wafts or Volts-Amps Air conditioning(100%) 0 Central Electric Space Heating ( x55) 0 Less than 4 separately controlled electric space heating units ( x55) 0 Four or more separately controlled electric space heating units (. x40) 0 Use the larger of the air-conditioning load or the diversified demand of the heating load. Other loads: Wafts or Circuit Wire Volt-Am s Am a e size Bath 1,500 20 amp 112/2 W/G General Lighting (1 st floor 26 x 40 + 2nd floor )x3 3120 15 amp 14/2 W/G Small Appliances ( 2 x1500) 3000 20 amp 12/2 W/G Laundry(1500 Wafts) 1,500 20 amp 12/2 W/G Furnace 1,540 15 amp 14/2 W/G Dryer 5,600 30 am 10/3 W/G Water Heater 4,500 25 amp 110/2 W/G Range(use nameplate rating) 12,100 40 am 8/3 W/G Dishwasher 1,500 20 amp 112/2 W/G Garbage Disposal 1,500 15 amp 14/2 W/G Other Fan light 230 15 amp 14/2 W/G Range Hood 253 15 amp 14/2 W/G Refrid erator 1,500 20 amp 12/2 W/G Subtotal 37,843 First 10KW of other loads at 100% 10,000 Remander of other loads at 40% ( 27,843 x.40) 11,137 (Total Electric Heat from above) 0 Total Calculated Load 21,137 Required Service Size 21,137 /240= 88 amps APPROVAL LIMITED TO FACTORY BUILT PORTION Installed MAR 1.2 Z003 Panel Size 200 amps APPROVED PFS CORP MARK WAGNER.` { Permit Number MECcheck Compliance Report Massachusetts'Energy Code MECcheck Software Version 3.2 Release I a Checked By/Date TITLE:MODEL ENERGY CODE REPORT CITY:Mashpee STATE:Massachusetts HDD: 5713 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE:03/04/03 DATE OF PLANS:3-3-03 PROJECT INFORMATION: OH-MDS-02099AB YANKEE LEADER-RANCH MODEL-MEDOMAK COMPANY INFORMATION: OXFORD HOMES INC. OXFORD,ME. NOTES: BUILDER/DEALER-MORNEAU BUILDERS CARVER,MA. HOME LOCATION-HYANNIS,MA. CUSTOMER-FORD COMPLIANCE:Passes Maximum UA=218 Your Home= 181 17.0%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1040 19.0 19.0 27 Wall 1:Wood Frame,24"o.c. 1056 19.0 0.0 54 Window 1:Vinyl Frame,Double Pane with Low-E 128 0.340 44 Door 1: Solid 20 0.350 7 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1040 '19.0 0.0 49 COMPLIANCE STATEMENT: The proposed building design described here is consisteElftsiggnleodN specifications,and other calculations submitted with the permit application. The proposeto meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release 1 003The heating load for this building,and the cooling load if appropriate,has been determine ���,Standard Design Conditions found in the Code. The HVAC equipment selected to heat orno, greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. ` Builder/Desiper Date 3�—t/—Q 3 APPROVAL LIMITED TO FACTORY BUILT PORTION MAR 1 2.2003 APPROVED PFS CORP MARK WAGNER. MkCcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE:03/04/03 TITLE:MODEL ENERGY CODE REPORT Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-19.0 cavity+R-19.0 continuous insulation Comments: Above-Grade Walls: [ J 1. Wall 1:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: Windows:. [ ] 1. Window 1:Vinyl Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.350 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and APPROVDL Materials Identification: FACTORY [ ] Materials and equipment must be identified so that compliance can be determined. , �A A pManufacturer manuals for all installed heating and cooling equipment and service ater equipment must be provided. OInsulation R-values and glazing U-values must be clearly marked on the building p arg%o .1 Duct Insulation: [ j I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120°F or chilled fluids below 55°F must be insulated to the levels in Table 2. APPROVAL LIMITED TO FACTORY BUILT PORTION MAR 12 2003 APPROVEDARK WAGNER RF Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 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 Table 2: Minimum Insulation Thickness for HVACPipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0..5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) APPROVAL LIMITED TO FACTORY BUILT PORTION MAR 12 2003 AF RP MARK WAGNER APPROVAL STAMPS , NOTES & REGULATIONS roR STATF UQ ONI Y F® 3rd PARTY USE ONLY: FOR LIST OF ALL APPLICABLE CODES AND REGULATIONS M CORPORATION O 0 0 0 SEE PAGE j 2 A OF QUALITY ASSURANCE MANUAL. PFS _ Ire odelW b eempy eta . „ PO,=b„w,�„e N,mat Route 28•Oxford. Maine 04270 ..(207) 539-4412 RANCH MODELS 2 OPR0.ECT YF N0.: 068 EIPIIRES:5/1 sa F S CORPORATION " O)SPE]AL t�SE PRON90Ng A SINGLE LEVEL UNIT CONSISTING OF TWO TO SIX MODULES .PLACED ON ® CDApITIONS. L INATIONS DFIRATION D TE /I/, PROPOSED LOCAnoN: MASS. EITHER A CRAWL. SPACE OR A FULL FOUNDATION. . EfIPIRAIION DATE: 9/1/99 WENNER S;AFF ENG. (Vu : R-4 tlulel6 NInFI1 wm TT—RANCH 54 To.Aaao IimRWwFwwy&mMFwr cr3 3 a)BUILMG TYPE: 58 a e ort Boat 8 FOR TPI.A iicr OInY A FOUR MODULE. SINGLE LEVEL HOME, PLACED ON EITHER A .CRAWL 1 DRAWING INDEX mFIDOR ARE/!=�-' sr. 5 M OF HEATING SYSTEM SPACE OR A FULL BASEMENT FOUNDATION. a Oil BI-LEVEL,T-LEVEL or SPLIT-ENTRY q TarK: A N[ )EAT . I "A m VTIll11E OF T ENCLOSED SPACE XWWAL AQ cr } " a1rr. aTOETff 6Oro�racr A SINGLE LEVEL UNIT CONSISTING OF TWO TO SIX' MODULES. PLACED ON EITHER F® STATE USE ONLY : ,mN 0mumw HEIGHT ABOVE FOUNDATION A CRAWL SPACE OR FULL BASEMENT FOUNDATION WITH A SPLIT ENTRY. FRONT ACCEPTED " lp " WILNeM°aa( B GY PROMS S MODULE MAY OVERHANG FOUNDATION 24" MAX.. W.SSACWSET1SMµN16ACt11�BIIILMPllo(pAM ° RR"" " ®aCpIPANCrLow Fi�R- 10f. an ®°' � CAPE COD, GAMBREL or SALTBOX _ r N A ®SPECIAL SYSTEMS BY TYPE au A TWO TO SIX MODULE RANCH PLACED ON A FULL BASEMENT OR CRAWL SPACE STATEBOARO NEGIaano15 `rVE rweOFFW im "°oa SPACE FOUNDATION WITH AN UNFINISHED 12/12 ROOF PITCH( CAPE WHICH MA I Tec s n[arwma sTstae� )( I Dose a INCLUDE A FULL SHED DORMER ie. SALTBOX OR y1.m0Es1 LIVE Laos - GAMBREL ROOF SYSTEM. �DATF• �ync..`��1 `i`1 •m _ tau Ts osr. na - - FICOFEXPANDABLE COLONIAL 945W ON T=PARTY CENT61CATpN 011 - NOTES i Rasa - DATA PLATE&LABEL rLWfl0NS .a v. -FLOOR IWaTM WWI E CCU 9 l a aoaoeas�o�.�. MTN BASWR HEATED AM yv A TWO TO SIX MODULE RANCH WITH A PANELIZED 2ND FLOOR AND A 6/12 I SiNIS Sr N-9 USED N MINUTIOL nTu: m�FA SHa:r i SIR TOFU[IT3Rwym. N/A-NOT APPLICABLE .. I3TMM �.s ROOF PITCH. PLACED ON EITHER A CRAWL SPACE OR FULL FOUNDATION. A` T.CM •° • r. � eATB (WHICH MAYE HAVE A 12" MAX. CANTILEVERED OVER HANG FROM THE 2ND ra NO,-- I FLOOR TO THE FIRST FLOOR.) 'SAMPLE FLOOR PLAN APPROVAL COVER SHEET FINISHED COLONIAL or CAPES A TWO TO SIX MODULE RANCH WITH A FINISHED 2ND FLOOR AND A 7/12.10/12 FIX PF. USE ONLY cOsaR OR 12/12 ROOF PITCH, PLACED ON A CRAWL SPACE OR FULL FOUNDATION. pL T; c.' �I�s 5�' (CANTILEVERED 2ncL FLOOR IS NOT AVAILABLE�IN FINSHED COLONIAL OR CAPE MODEL) G INDEX 0, � C�:� .1 L y rrt MODU AR MODEL SYSTEMS MANUAL DESIGN BASIS Cow S DESCRIPTION E�xaption: One and Teo Family DweBngs are eranpt tram th TYPICAL ELEVATIONS e earthquake bad raqurements I W YORK, MASSACHUSETTS, NEW ENGLAW STATES AND I.B.C.) 3 3 TYPICAL ELEVATIONS TRUSSES TYPICAL ELEVATIONS 40-60 PSF= TOP CHORD LIVE LOAD 5 MASTER FLOOR PLAN 8 PSF= TOP CHORD DEAD LOAD 5A MULTL4ECTION Faun ED COLONIAL MASTER FLOOR PLAN i t"•' �„ 10 PSF= BOTTOM CHORD DEAD LOAD I[ P RAFTERS g TYPICAL KITCHENS ' ullt 40-60 PSF= LIVE LOAD TYPICAL BATHROOMS 10 PSF= DEAD LOAD 8 CAL FOI ATIONS CODE REFE CE v CEILING JOISTS(STORAGE) 9 TYPICAL FLOOR W FRAMING I' O om fir.'�CAL CONDUIT; ELECTRICAL HARE INSULAAON;PIPE; DUCT, SULA 20 PSF= LIVE LOAD 10 TYPICAL CROSS SECTION I 10 PSF OR ACTUAL WEIGHT= D.L 11-B I TYPICAL SECTIONS & DETAILS AaM fKSH k.INTERIOR.FLOOR USED.IN THIS.BUILDING HAVE BEEN TESTED.W - FLOORS CAL SECTIONS k DETAILS E.#IH THE COMB=ON'TOXICITY TEST WETHOD.PRESCRIBED'IN.SECTION.1120.z " BUILT THE MAINE WAY SINCE 1977 " 40 PSF= LL(NON-SLEEPLWG AREAS) li)bOR & WINIDOW SC HEDULE W&ROWTOF.SUCH TEST HAS.BEEN.FILED WITH THE DEPARTMENT OF STATE IN P.O.BOX 1$7 • 30 PSF MIN.=LL(SLFEPING-AREAS) ADNAAI1 WITH SECTION 1120:3'OF THE CODE. I Oxfo.d, Maine 04270 10 PSF OR ACTUAL WEIGHT= D.L 3 DETAILS . . . . . . . . TEL.:(207) 539--4412 WIND LOAD '- 13B. MARRIAGE HALL HEADER DETAILS IA-M DF-ACKNOWLEDGEMENT FROM THE NY DEFT;.OF STATE.THAT.-A_REPORT ` 25 PSF(.8)=20 PSF AT WINDW�wty. 3C CO D _ W-EX FILM FOR COMBUSTION/TOXICITY.TESTING OF PLASM PIPE.(PVC) �16W MSULATION INTERIOR FLOOR FINISH INTERIOR FlNISH ELECTRICAL WIRE NOTE: ALL SHADED OR PARENTHESIS NOTES PERTAIN TO NEW YORK ONLY. P �T PSF 2) 5 PSF 5 PSF AT ROOF 114 ' GARAGE DETAILS UPLIFT 5) iZ5 PSF 2=35 PSF AT OVERHANGS f E USIAWN;AND CONDUIT.. _ 15-C ROOF SYSTEMS TOP CHORD BO LB.LIVE LOAD 15D ROOF.SYSTEMS TOP CHORD 40 LB LIVE LOAD i RESIDENTIAL 1 & 2 FAMILY DWELLINGS GENERAL NOTES 1s GAMBREL ROOF SYSTEM CAP ROOF-SMM SMOKE DE ECTORS SE GROUP CONSTRUCTION TYPE THE ENCLOSED PLANS AND SPECIFICATIONS ARE THE PROPERTYIOF 77A CAPE ROOF SYSTEM OFF-SET OXFORD HOMES, INC.. T1•fF METHODS OF CONSTRUCTION DETAILED SALTBOX STRUCTURAL CROSS SECTION ME. - R3 5B WITHIN SHALL BE KEPT CONFIDENTIAL. ANY.UNAUTHORI2rD USE OF CAPE ROOF SYSTEM CROSS" RIDE THESE DRAWINGS WIT66UT CONSENT OF OXFORD HOMES IS PROHIBITED. NH. - R4 UNPROTECTED LIGHT WOOD FRAMING tOXFORD HOMES WILL BE CONSIDERED AS A SUB-CONTRACTOR IN ALL BUILDING PROJECTS, SUPPLYING A BUILDING COMPONENT TO A GENERAL P.I-APO ACTED BA7STABLE(BUILDING DEPT.VT. - R3 513 CONTRACTOR OR-BUILDER. THE SPECIFICATIONS ENCLOSED ARE FOR Toldk%ApCMRCHAP 18 Q D04=DETAILS DESCRIBING AND DETAILING THE PROPER USE OF OUR MANUFACTURED 35111FDaD44PRm 18A.A OPT. DORMER DETAILS MA. - R4 513 BUILDING MODULE AND ITS CONSTRUCTION. COMPLETE BUILDING PROJECT' PIZCO R SYSTEM MtOVA�L 18C OPT CAPE FARM PORCH DETAILS RI✓I.B.C. R4 513 DESIGN (IE. SITE, FOUNDATION, DECK OR PORCHES, ETC.) SHALL BE BY. t[D TO F4croR- OTHERS. ALL NOTES PERTAINING TO IN-FIELD, ON-SITE, OR BY BUILDER/ T.lOAIr ,y 18D MULTISEC71ON COLONIAL DETAILS CT. - R4 513 DEALER SHALL BE THE RESPONSIBILITY OF THE.GENERAL CONTRACTOR. ISE MULTISWMN CAPE FULL SHED DORMER CROSS SECTION THESE PLANS MUST NOT BE SCALED FOR DIMENSIONAL REFERENCE. ALL 19 STAIR DETAILS NY. - Al & A2 513 DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCES. 20 1 MASTER ELECTRICAL PLAN THE THIRD PARTY AGENCY SHALL BE OFF, CORP. THE LABEL SHALL BE 21 TYPICAL MASTER HEATING PLAN { LOCATED AS FOLLOWS: .STATE INSIGNIA', ;DATA PLATE AND THIRD PARTY 22 1 PLUMBING LABELS SHALL BE MOUNTED ON WALL BELOW KITCHEN SINK.(NOTE: MASS., ' 22A PLUMBING FINLSHED 21ALFLOOR MODULES NH. AND I.B.C. REQUIRE (1) LABEL PER MODULE.) 7-`16-98 9-21-98 1-2g-1ri PAGE : 1 P ; APPROVAL STAMPS 7 FOR STATE USE ONLY TL 7 Oxford Homes Lane Oxford, Maine 04270 (207) 539- 4412 M THIRD PARTY INSPECTION AGENCY MFG. NO.: 068 EXPIRES : 4- 30— 03 OO PROJECT NAME OH-MDS-02099AB P F S CORPORATION 4 OSPECIAL USE PROVISIONS, CERTIFICATION NO. TPIA=02 © MODEL IDENTIFICATION: RANCH CONDITIONS,OR LIMITATIONS PROPOSED LOCATION . MASS. - - EXPIRATION DATE 4-30-03. CITY OR TOWN HYANNIS NONE 1. -BUILDING WITH-IN FIRE -LIMITS USE GROUP R- 4 YES— No x BUILDING TYPE 5B 2. REQUIRED BUILDING SET—BACK g FOR T.P.I.A. USE ONLY 3 DRAWING INDEX FO FLOOR AREA FLR:- 1. l04o S.F. 5 FT. 2. N/A 5 TYPE OF HEATING SYSTEM PG. N/A S.F.DESCRIPTION DATE REV. TOTAL . S.F. A. TYPE OF HEAT HWBB 1 COVER SHEET 3-3-03 N/A © V0L0ME OF ENCLOSED SPACE APPROVAL AGENCY- u.l. 2 CROSS SECTION 3-4-03 N/A TYPE OF FUEL N/A 3 FOUNDATION 2-26-03 N A 19,110 FT. CU. FT, B'. TYPE OF CHIMNEY N/A 4 TRUSS DRAWING N/A N A OH BUILDING HEIGHT ABOVE FOUNDATIOn! .t 5 ELEVATIONS 2-26-03 N A No. of STORIES: 1 ENERGY PROVISIONS 6 6 FLOOR PLAN 3-3-03 N A TOTAL HEIGHT ( FEET ) 14' 7" 7 ELECTRICAL 3-4-03 N/A IOOCCUPANT LOAD: N/A 8 SUPPLY PLUMB. 3-3-03 O SPECIAL SYSTEMS BY TYPE �✓ Y �J 9 DRAIN PLUMB. 3-3-03 N A 1. TYPE OF FIRE ALARM: AC=DC PHOTOELECTRIC * SEE ATTACHED MASSCH�;+ K � 2. TYPE OF FIRE. SUPPRESSION SYSTEM: N/A aPaaoV� -s 3. OTHER: N/A WAGN� iDESIGN LIVE LOADS: TOTAL N0. OF SHT.S : 9 1. WALL DATA PLATE & LABEL LOCATIONS 40 PF P.S.F. � T UNDER 2. ROOF . P.s.F. DATA PLA E S & STATE LABEL U D NOTES 3. FLOORS 40 P.S.F: 9 ITCHEN — MASS. LABEL ON WALL IN 4. CORRIDORS 4O P.S.F. U. valu:es determined using NFRC rating BASEMENT STAIRWELL.. 5. STAIRS 40 P.S.F. or default values from appendix J. TITLE: COVER SHEET N/A = NOT APPLICABLE 6. BALCONIES N/A P.S.F. 7. OTHER N/A P.S.F. NOTE: EXT./WP G.FTS REQUIRED IN USE MODEL: OH—MDS—02099 (BUBBLE) COVERS (PER 2002 NEC, NH 8 MASS DR. BY: EPG DATE: 3-3-03 SCALE: 1/4" PG. NO.: 1. 12, 15 VENTILATED RIDGE VENT F 235 # ASPHALT OR FIBERGLASS SHINGLES 5/12 PITCH HINGED ROOF TRUSS @ 24''o.C.. 15 # FELT SHINGLE UNDERLAYMENT OR EQUIVALENT MATERIAL z 7/1611 OSB -ROOF SHEATHING KRAFT FACED INSULATION Q TOWARD WARM SIDE OF ICE SHIELD o CEILING R-3 E—STEEL DRIP EDGE —VINYL FACIA & SOFFIT _ 1/2' cYPsuM CONTINUOUS VENT .IN SOFFIT w > CEILING & WALLS m DBL.TOP PLATES ON EXT.WALLS 1/2 GYP. NOTE DBL. 4'' VINYL SIDING MARRIAGE WALL _ I' x4 sPF sruD _E 7/16 O.S.B. WALL SHEATHING 24" o.c... co 2x6 SPF STUD OR EQUIV., 24'' o.c.. WITH R— 19 KRAFT FACED INSULATION �3/4'' T & G PLYWOOD DECKING DBL. 2x10 RIM JOISTS IN FLOOR SYSTEM MIN. R— 19 INSUL. @ FLR °JOIST (PER MEC—CHECK) —2x10 joists 2x10 FLOOR JOISTS, 16"0. RADE center girder 6'—8" Min.Headroom " ' I —111 -1 I III-1 I I n—IIII III =III=III I— MIN. R— 10 INSULATION II(—IIII—_ BITUMINOUS COATING 9"min. tread _ - APPROVAL Lit,AITEG TO W/ 1'' NOSE °_-IIII=11 —IIII=IIII=IIII=11 FACTORY BUILT PORTION 3 1/2" Concrete .=1 I —III 1=IIII=IIII=IIII= filled lally column 8 1/4 min.rise v v vpl MAR .1 2 20H 6'—6" o.c. —III I—I I I I=III I=IIII=11 34 38 Dal I I-LI_I I=I I I I=I I I I I I I I APPROVED RFS CORP 4 max. Handrail ^=IIII=III I=1I i MARK WAGNER. Height ` b. — — 4"rnin.Concrete W/reinforced wire sh' �=IIII=IIII=III CRUSHED STONE OR GRAVEL 24"x24"x 8" v � �air ar�� �'�v v �V `p v 24"x24"x 8" v v i 111—IIII— ,D1v ,D CRUSHED STONE OR GRAVEL , 'D —II— •. °-w � �d-^L ,D ^o. _", DRAINAGE PIPE - III=IIII-I I I IN I 1-I III 01 = ____= 11111 L-I I I Ed I I -1 I I IM 111-I III- i l l l i IIII I i l l IIII I I i l IIII I I I I I I I II I I I=I I I I=I I I I=-I�I IE=I I I I—I I I I=I I I I=I I I I=I I I I= PAGE: 2 —I 3—4—03 NOTE THE BASEMENT IS THE RESPONSIBILITY II-IIII-„1111, , 1111;--IIII, IIII, IIII..-IIII.— OF THE OWNER/DEALER AND MUST BE INSTALLED PER LOCAL & STATE CODES. 40>_0" NOTICE: NOTE: ALL CEILING OUTLET BOXES OXFORD HOMES INC. WILL INCUR NO LIABILITY MUST BE RATED FOR THE SUPPORT' NOR RESPONSIBILITY FOR ANY ISSUES OF.PADDLE FANS WHERE APPLICABLE. RELATED TO SITEWORK, FOUNDATION CONSTRUCTION TYPICAL 8" CONCRETE MATERIAL DEFFECTS, STRUCTUAL DEFFECTS, WATER FOUNDATION WALLS J�i PHOTO ELECTRIC SMOKE DETECTORS, ALL SMOKE PROBLEMS FAULTY WORKMANSHIP OR ANY ISSUES RELATED TO THE DtISIGN AND/OR CONSTRUCTION OF . `DDETECTORS MUST BE CEILING MOUNTED CD ANY FOUNDATION. DEALER: MORNEAU BUILDERS ACKNOWLEDGED OWNER: FORD HY NNIS, MASS 6'-6 6�_3 , 6,_6,r 6,_6;, '6,-611 6,_5„ r NOTE: EXT./WP G.F.I'S,REQUIRED IN USE = r-- -i r i r-- - --r-i r-- -i (BUBBLE) COVERS (PER 2002 NEC.) NH 8 MASS o i I i I QO - j— I LALLY COLUMNS FOR APPROVAL STAMP ---------- CONCENTRATED LOADS. 3 1/2" CONCRETE `8 FILLED LALLY COLUMNS �2 = SPACED AS SHOWN I I FUTURE BSMNT STAIR 0 i a LOCATION, KEEP FREE I? OF MECHANICAL L. CONNECTIONS. TYPICAL 8" CONCRETE FOUNDATION WALLS E L O PO ON RP TITLE: FOUNDATION LAYOUT MODEL: OH-MDS-02099 0 0 0 DR. BY: SLID DATE: 2-26-03 "BUILT THE MAINE WAY SINCE 1977" 7 Oxford Homes lane — P.O. Box 679 Oxford,Me. 04270-0679 SCALE: PG. NO.: 3 NOTES: DESIGN LDJlDS 0 24 IN C/C LUMBER MARK ) MAXqPLRL1>N IG TMZRAH FT. VA(D I] LD W Il 24 IN C/C 2) tiN�fAtT1lSt a TI1 1=S SPF (T1) 1/4 DL OVERALL tCMt ff SPAN 13.54 FT. TOP CHD 40 PSF LL TOP CHD 2X6 NO. 2 -39 PSF VL 1/4 DL OVERALL LDCTH SPACIWG 24 IK TOP CHD 11 PST' DL TOP CHD 2X6 1500E-1.4E' SPf (T2) -51' PSF VL(EAVE ONLY) 1 IK VERTIUL POST PLACQQ(T DY3?£ASE 15 X BOT CHD 10 PSF TL BOT CHD 2X4 NQ 2 SPF- (BI) 6 PST' DL 3) ALL Qi-SITE �f lDa K= =T Aim CME BOCA TOTAL 61 PSF BOT CHD (B2). A HDC" OF 373.•1 f'S lIM3 PLATi_ P4'G TEFJ_I➢C 20 GA. WEBS 2X4 F10. 3 SPF (V1) 4) ALL C�TM PLATES ARE TD IC TEL CA ki LOOS f IN CSC WEBS (V2) DCTALLER IN DEITH SIDES U4-ESS WEBS (V 3) '' DTFERMISE D=ATEL - �� �''�, TOP CHD PSF LL WEBS 2X3 tti1. 3 SPF, OTHERS 9 BEARING AF�IV D�GiILATE 2-1/2 BEARDri CHESS QTFf3tY1+E Da11UTED, TOP CHD PSF DL b) Bi7TTL�1 t]�iD CJ�£3t 1/8 IX 3(i _ BOT CHD PSF 7) PROVISlONS MUST BE KADE TO i c TOTAL T F.L PSF PREVENT LATERAL NOVEMEM OF TF,E TtSP CH3RD DURING TRANS- PORTATMR T 2 8) THIS TRUISS HAS BEEN DESIl3ED • , -� • ';;.',. ,• �• -• .. � IN ACCIRDAlaCE PITH THE LATEST 2 1 EXT ION OF THE BMA CODE L 4 7/e - _ re•1E NEV I991 SL?ftE>{xT 7D THE Kas. M18 2,3X8.5 2 HIrgCE 3 X 4 9) LIMIT S?tl i S IN BOTTOM CHORD u 1 1 X3 L AT. Tn 1-3/4• BRACE 10) PROVIDE L SCHEDULE, CONNECT-10 P Ti SUPPORT I- 479w_ 19 1/2 SUPPORT 2+ 428>t t 1X3 4X4 BEAM CONN. 3X4 3 -/2 T� m (BY OTHERS) 6 1/2 B1 3 TO 10 CANT. SEE NOTE 9 42 7/5 1 1/2 79 861# REACTION 2# REi+CTION ti 162 1/2 . :,r2R.01,?t•EADS POIKT TO LENGTH DIXENSIC)n hSIrNS ALL DIHENSIONS IN INCHES UNLESS OTHERWISE. SPECIFiEb MIl. PLATE LD&TH D,'>£?amH IN NirTI( IF ELULATID PLATE IflLS D❑ NUT SCALE THIS I)RAVING FOR DL►� sc�Lc 3/4-1 UNIVER�..IIL FOREST .PRODUCTS, INC. �� ii?uSs VAS D�SIG>� w ,,rr ���� t.tiH CORPORATE OFtICES - CRkND. RAPIDS. W. USE OF THIS STRUCTLFRAL CD410NEN7 IN A DATE I)TPI-85. C¢ppP ETE STRUCTURE Kl1ST B AT THE .SSKp�C- e/15/�S DRwH Fr.� 2>BOCA CODE SEC. 170a.3 IFIu [IQ`1 Q� TF{E DESIGIF�2 § SAID COWLEIE OXFORD 2?] APPROVAL LIMITED TO STRl1C1Ui2E. ALL LATERAL BRACING SPECIFIED IM" CxR-L CAST �L r lt- PORTION CH 3)KHCSS .SEC. 3280.303, 3280.304, 3280.305. HEREON IS FOR BRACING INDIVIDUAL TRUSS pft�uCli WC QL7 �� By HINGE-MONDPIT HE)(FERS. DkY. RESTRAINT Of LATERAL BRAL-- 31S3 71REE X [LE M 0 1 11 003 CI?FDRY{1 i Y WITH I}£SC S,ECTIIMS AND PRflCCDLPfS DOES NOT 1NG AAK�D EAD(DDIT7Q�NAgLL BRACING FOR_OVERALL gD �1� gaU 4?5Z titvG ►m H M 1 0 O 8 R 1 IFLES_SARILY D�(SIRE CDPL`JAWE VITI4 ALL GOVETtNQrG DUI- COWL LIRE.S1"Rl1CT PROM ED BY DESIGNER � , (616) 364-6161 �rrnnvvc� >tr AFPHUVt CORP 6441S. LAVS A 0 CIII,CS. TIE Km Dlla; ARCnTT£CT OR r}GDfIR IS MARK WAGNER RESPONSP-LE TO AFFIRH ALL APPLICABLE REGULATIONS AR£ JOB 7293 SATISFIED. SERIAL NO.: 02099 SLID 2/26/03 F-1 F-1 L-1-1 _ �Lj Lim LEFT END ELEVATION FRONT ELEVATION D e RIGHT END ELEVATION — REAR ELEVATION APPROVAL LIMITED TO FACTORY BUILT PORTION MAR 1 2 2003 REVISED:MOVED WINDOW FROM LR TO DR, & MOVED DOOR FEW LR; E.G., 3-4-03 APPROVED PFS CORP MARK WAGNER Minh NOTICE PLEASE SIGN HERE AND RETURN: o vi x R THE ELEVATIONS AND PERSPECTIVES ARE HEREBY PROVIDED TO THE DISTRIBUTOR AS A DATE: 2 26 03 _ GENERAL EXAMPLE OF THE POSSIBLE EXTERIOR APPEARANCE OF THE HOME BASED ON BUILT THE MANE WAY SINCE 1977 - INFORMATION SUPPLIED TO OXFORD HOMES BY'THE DISTRIBUTOR. SPECIFIC DIMENSIONS CUSTOMER: FORD AND OPTIONS MAY ALTER THE EXACT ELEVATIONS AND PERSPECTIVES OF THE HOME. THE DEALER: MORNEAU BUILDERS 7 Oxford Homes Lane P.O. Box 079 Oxford, Me. 04270-0679 DISTRIBUTOR MUST REFER TO THE OXFORD HOMES ORDER FORM TO DETERMINE THE EXACT FEATURES. (207) 539-4412 FAX: (207) 539-4259 THESE RENDERINGS ARE USED.FOR ILLUSTRATIVE PURPOSES ONLY " PAGE: 5 J NOTE ADD BACKERS 35, 56, & 62 POR CABINETS 13' 0 3/8"CENTER OF R.V. 40'_0"33'-8 3/4" 30-9 1/2" EXTERIOR GFI 11'-4 3/4" 2'—0" 11 — 5 6 22' 6 1/2" 16' g 1/4°2 10 1 8'-4 1/4" 12'_ 0 3861 EG, TL28'-2" 3036 I� — — 6' S/G Do11 oR r as SPICERAC ANTRY" , 6' HWBB r o TUB VENT xre VENT _ _ o R.O. 72"X 80"' ,., NOTE: ALL CEILING OUTLET BOXES ° 5 z 1 D.W. RANG 2. Wiz_ . . O. . . . . 1' ., 'Pt r�NG MUST BE RATED FOR THESUPPORT DATA.PLATE .PFS,& , ,. `�: . . . . _. . 24' 3 OF PADDLE FANS WHERE APPLICABLE. Oil .:. STATE-LABEL.t1NDER: ........ ...........:.. .�.i . . . KTICHEN.SDZK. . . . . . . -' PHOTO ELECTRIC SMOKE DETECTORS, ALL SMOKE ' 4 KITCHEN B Area= 10042 sq ft 7 A DETECTORS MUST BE CEILING MOUNTED . . . . . .. . . --- EDROOM— 2 - ;; "BATH - -- I ; o ,. . . . . . . . . . . . I '.t DEALER: MORNEAU BUILDERS SWITCHED RECEPTS) �.;... . . . . .". . " . . x, RADON -. . w;o .o , I I 4560t So- OWNER: FORD LINEN ----- 9 z-3° 3o ANNIS, MA. �,, . DINING 2011 . . . . . . . . Area 267.255: s ft , ----, d 8 . . . q . . . . . . . . . . �1 3 9' 4'-11° . . . . . . . . . . . . . . . . . . . . . . ATTIC ' 30 ACCESS 1 u, -0- °i . . . : :. . . . . . . NOTE: EXT./WP G.F.I'S REQUIRED IN USE „ . `�. . „ (BUBBLE) COVERS (PER 2002 NEC.) NH 8 MASS 24"X32"i - ��6_42_g 13 9 3/4 � , , -- . . . . . . . . . . . . - cli o AA AA AA _ 1- 1311 _ll 314'_LVL IN-CEILING PER_BOX _ N 30" 3011 S LABEL 12'-11" FLOOR 1 -- APPROVAL STAMP PHONE „ BSMNT._ 13-3 1/2 __________ JACK 30-9 1/2 25-8 1/2 16' 8„ —TV - D JACK -- -- `�" 1 Q� �. _ ----�I LIVING ROOM n INSULATE STAIR I x _ AMS 1VJR BEDROOM- 1 BEDROOM— 3of KRAFI © (SWITCHED RECEPTS) -I (SWITCHED RECEPTS) (Co 3: 3 (SWITCHED RECEPTS) __3_-0__ Area= 155.099 sq ft 2' 0 1/2 Area= 105.083 sq ft _ Area= 142.941 sq ft 30„ ——�- LL, 5 m -0° 4„ TV FLOOR r ' w PHONE cn JACK APPROVAL LIMITED TO 0 10' HWBB_ JACK FACTORY BUILT PO TION 68------- -Hw@Ii----- ---- --- ------ ------' ---- --------- m L- -J I-CO I 3861 EG. ��3861 EG. ' � „ 3861 3, -9 MAR 1 2 200 32-5 L25'-8 1/2 16—8' U13 1/2 �- 14'- 1" 9'- 1" 16'— lO" WIRE DROP APPROVED PFS C RP �� 28'=1 1/2" 19'-10 1/4" EXTERIOR GFI 4o CK BJS200TAMP MARK WAGNE 90 CEILING HEIGHT 24" O.C. FRAMONG MARRIAGE WALL HEADER SCHEDULE TITLE: FLOOR PLAN OPENING MAX SPAN HEADER KING JACK BEARING STUBS` MODEL: OH—MDS—02099 AA S-3" z 2"X 4" SPF 2 2 KINGS, & 1 JACK 0 0 0 DR. BY: EPG DATE: 3-3-03 J-R W-10" 1 1 3 4"X 11 3/4" LVL 2 BEARING STUDS PER SIDE "BUILT THE MAINE WAY SINCE 1977" 7 Oxford Homes Lane - P.O. Box 679 - Oxford,Me. 04270-0679 SCALE, PG. NO.: 6 GFI CKT-il I CKT-2 W.P 1 2 SW. Mr-10 _ _ /S N 2 Cl NOTE: ALL CEILING OUTLET BOXES MUST BE RATED FOR THE SUPPORT . N 14-3 OF PADDLE FANS WHERE APPLICABLE. D.W. 14-3 14-3 PHOTO ELECTRIC SMOKE DETECTORS, ALL SMOKE DETECTORS MUST BE CEILING MOUNTED DEALER: MORNEAU BUILDERS 14-3 — ' I#5601-30 OWNER: FORD - HYANNIS, MASS FUTURE ATTIC tS ; LIGHT N ' CKT-12 S NOTE: EXT./WP G.F.I'S REQUIRED IN USE N CKT-1 (BUBBLE) C I ER 200 ,.. COVERS (P 2 NEC.)NEC I NH MASS 14-3 tj2 SW.I 14-3 14-3 I 14- CKT-15 y , S.D. 225 Cl ------------------------------ r S S u S3 CD a 1 2 S SW. 1 - 1 2 SW. — 32 C. Ln I 18-2 COUID 1 SW. ___ _I TO BSWT Fie L_cn U 14-3 — __-BS T 14-3 0 APPROVAL STAMP - 14-3 x N --——— ow m z 4-3 22.5 Cl ~ 14-3 LnCKT-3 1 SW. 1 2 SW. 1 SW. 22.5 C.L c - 3 W.P WIRE DROP GFl TO B NT. 40 CKT 200 AMP CKT.# DESCRIPTION BREAKER WIRE VOLTS CKT.# DESCRIPTION BREAKER WIRE VOLTS 8 DUPLEX RECEPT. TITLE: ELECTRICAL LAYOUT APPROVAL UMITED TO 1 GENERAL AFCI 15 AMP 14 2 120 10 BATH GFI 20 .AMP 12 2 120 (DR RANGE RECEPT. MODEL:OH-MDS-02099 FACTORY BUILT PORTION 2. GENERAL 15 AMP 14 2 120 11 DISHWASHER 20 AMP 12 2 120 V DRYER RECEPT. DR. BY: EPG DATE: 3-4-03 3 GENERAL 15 AMP 14 2 120 12 REFRIGERATOR 20 AMP a2 2 120 ® G.F.C.I. RECEPT. SCALE: Not To Scale DWG. NO.: 7 MAR 1. 2. 2003 4 SMALL APPLIANCE 20 AMP . 12 2 120 13 GENERAL AFCI 15-AMP 14 2 120 p SINGLE POLE SWITCH p THERMOSTAT WEATHER-PROOF RECEPT. APPROVED PFS CORD 5 SMALL APPLIANCE 20 AMP 12 2 120 14 OPEN W.P. s/s DOUBLE POLE SWITCH FLUORESCENT LIGHT MARK WAGNER 6 OPEN 15 BSMN'T LIGHTS 15 FURNACE AMP a4 2 120 ® RANGE VENT H000 O 53 3-WAY SNATCH -x! ELECT. BASEBOARD HEA] OPEN ® ELECT. WATER HEATER SD SMOKE DETECTOR -Q- CEILING LIGHT 8 OPEN 0 FURN. SAFETY SWITCH IF JACK -0_ WALL LIGHT g OPEN Q JUNCTION BOX PJ TELEPHONE JACK 0 FAN /LIGHT COMBINATION O THERMAL CUT-OUT *REQ. BASM'T LIGHTING, & OUTLETS COMPLETED ON .SITE BY OTHERS. 91 4^74^SOUARE JUNCTION BOXO INCON PORT TYPE L COPPER K\�CNEN 2" 1,i , �� KITCHEN ' DW o Fv yr 23' V 2" 1/2" �06 V2' STOOL 1/2" VT 1/2" —. 3/4" V2" 3/4" „ -, � v2" � AV 0-1 \O V2' ' wom H�Z _14 TUB v2 3/4' V2" V2" V2" .. APPROVAL STAMP - INLET/BOILER APPROVAL LIWED TO FACTORY BUILT PORTION MAR 1 2 2003 APPROVED PFS CORP MARK WAGNER c TITLE: WATER LINES LAYOUT DENOTES LINE AT WHICH DRAIN PLUMBING IS COMPLETED �[� MODEL:OH—MDS-02099 BY MANUFACTURER. ALL PLUMBING BELOW LINE IS THE 0 O LYiUVIA�.?> DR. BY: JEP I DATE: 3/3/03 RESPONSIBILITY OF THE OWNER /DEALER. �ntr 1.....HE WAY SINCE tern P.0 BOX 7B3 MNN Smtsi- o>saRn,MNNE 04270 SCALE: N.T.S. PG. NO.: 8 k RADON REDUCTION VENT ROOF 11/2' y 3" VENT IN WALL#7 L� I A 11/2' 1 1/2' VENT X IN SIDEWALL _ FLOOR -- ------- 11/2' -- L� A 3,X2a RooF ENE CAP AND LABEL BOTH ENDS ,x12, O1N. i 11/2' 11/2' — . A- 1 1/2" ELL 11/2 1/8'BEND „ L EL :.. B_' ��2"ST-SELL L i I 3"x3 xl 1/2 D-2" ELL 1 1/z° VENT I v2' KITCHEN a—SARTEE F-2' ST. ELL IN WALL #6 G-3" ELL X H-3' L.S. ELL DW I-3" ST. ELL 11/2' HIGH LOOP J 1 1/2" L.T. TEE WYE SjQO� K-2"L.T. TEE WYE 2' F���RE B 3' MAIN VENT L-3" L.T.TEE WYE M-3"x3"xl 1/2" L.T. TEE WYE F\N I 1 1�3" IN WALL #4 N-3"x3"x2" L.T. TEE WYE 0-2"C.O. P-2"x1111�2x22211�iT EE WYE WYEE Q-1 1 2"x2" REDUCER 2 4 QROP 11/2' K`�CKEN R-1 1/2"0" REDUCER g'- 6" S-2"O" REDUCER i 25 L '-3 T-4"x3" CLOSET BEND TUB _ U-3" DBL. 1/4" BEND V-3" WYE i X U 3 3•x3 x2° W-3" 1 8 BEND ST. ELL 1/2' R 3' 3' SAPITEE X=1. 1/2" SAN TEE l/2' 3. D 2 Y-2"xl 1/2"A 1/2" SAN TEE Z-1 1/2" P-TRAP t VENT CHECK \a� w� C•0• � STOOL L. DROP APPRov_u srAMP 3 DRAIN TRAPS W/ METAL UNIONS OR HTO NO UNIONS W/ CLEAN OUT PLUG. 3' F.vENT coFa TORY-B LTITED PORTION LAV MAR 1 2 Z003 APP ROVED PROVED F FS CO RP NOTE: ALL VENTS @ CEILING TO BE PITCHED 1/4 PER FOOT., L C.O. MARK WAGNER VERTICAL VENTS SHALL BE SECURED 6' O.C. HORIZONTAL VENTS SHALL BE SECURED 4' O.C. TITLE: DRAIN PLUMBING LAYOUT DENOTES LINE AT WHICH DRAIN PLUMBING IS COMPLETED -MODEL OH-MDS-02099 BY MANUFACTURER. ALL PLUMBING BELOW LINE IS THE 0 ® 0UVUIL?J DR. BY: JEP DATE: 3-3-03 RESPONSIBILITY OF THE'OWNER / DEALER. 'WILT THE MAINE WAY 9NCE 1977" P.O BOX 167-.70 MAIN STRUT-OXFORD,NAME 04T70 SCALE: N.T.S. PG. NO.: 9 EE DAMON FORD 242 HINCKLEY RD HYANNIS, MA 02601 SECOND STORY DESIGN FOLLOWS ALL GUIDELINES OF THE WFCM & THE MASSACHUSETfS WORKSHEET FOR 110 MPH WIND IN AN EXPOSURE B 10/20/09 APPENDIX C IMPORTANT-UPGRADE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. ( ulde t(-.i 11 )od t_. oiistruction in High Wind Areas for C)i�e ��ncl l ti�c► F' i-dl�. Dwellings - INSTALLATION OF SMOKE DETECTORS THE ELECTRICAL 110 mph Exposure B I-Vind Zone, 006 Edition PERMIT DOES NOT SATISFY THIS REQUIREMENT. Fi rs t Pri w i tl cT: (}ct(.)he l- '_'O SM KE DEECT01�t ) � T S REVIEWED BARNSTABLE B LDING OEPT. DATE ISBN 0-97862)45- I r FIRE DEPARTMENT DATE . BOTH SIGNATURES ARE REQUIRED FOR PERMITTING. C'( > )4'1•j�rlll (f) 2006 hti' A1ller'caii F)rc.'-'t c�-': P"-lper ,Assoc Iat1 -m Illc Al ri`-a1tti No pa,o of talis I aN! he I'e )1•(.�(:It,lcCd' di4(I•l1al. led. 1,_)r tr�Iclsll'1111' d ill illl_v" `01,111 01' h l . .. e MONOXIDE E ALARMS ' CARBON M NOX p .Illy 111t .11h, Il1cIl.1�I111`�, l�`Ill1(�llt allllltllllt)l1, � Itclrc�lllc Oa.�tll�ll, 1.11 Ill� callllllit�l.l Illl'i a MUST BE INSTALLED PER l l l ti (.,h�' �4 i 1�' t_)f 4� l 111 k : l I 1 C( t 1�_� MASSACHUSETTS BUILDING CODE III11ll�ltlt:)Il, a)11()Ioc(.)Pvlll`T, OI' 1•t'Cll. l'1aim.l., hv OI' 111 ;1.11 III [_)r111 1( loll sloraLre re tr'l ;:`va ��"s(CI11.) ��'l(11171at eXl)1•ess �t.''r 1 (eIl I_�t~1�1111��1C�ll of the Ainerlcilll F(_ res( & Paper A',soclatl(=)ll, Inc. For lllf,6r111I:1(wil tell a)rllllssl(.:)Il It.) 0:)j") ` 111IItl'[ l�la , C'o1)N.'1'I rill P '1 1111 ti�11:111 A FL PA A Il e nc(-1 ll `(--)(_)(I (_'(_ . 11c i ) I If I Niitelcc`,lltll Si . . N\V, Stifle S(Y.) 'Ill_Ill : :I\vC111.I,t.)<<r-' �1faIlt(��:1.(:�I•�Y Prill Cd i11 Ilic U11it(:'cl FRED MORNEAU 508-32677006 DAMONFORD 242 HINCKLEY RD _ HYANNIS, MA 02601 SECOND STORY CONCEPTUAL VIEW y 10/20/09 . ' _ • ' 110 MPH WIND ZONE EXPOSURE „B„ 40 LB LIVE FLOOR LOAD LAMINATED GLASS WINDOWS OR EQUIVILENT 683 SQUARE FEET f FRED MORNEAU 508-326-7006 DAMON FORD 242 HINCKLEY RD • - - - - - - - - - - - - - - - - - - - - - - - - - HYANNIS, MA 02601 I - BULK HEAD SECOND STORY i 10/20/09 EXISTING FOUNDATION APPROVED IN CALENDAR YEAR ( 2003 OXFORD M 2003 I MODULAR HOME L (4) 2X10 GIRT,: LALLY a COLUMNS SPACED 84" :I APART . a . 5. BOILER • I _ 1/4 IN 1 FT I 26' FRED MORNEAU 508-326-7006 28a8d1 2848DH DAMON FORD 242 HINCKLEY RD HYANNIS, MA 02601 SECOND STORY 10/20/09 BEDROOM ESISTING FIRST FLOOR BEDROOM 12'-4",x 9'-11'' 12'-4"x 1 V-2" SD - s. 2888 . CLOSET CLOSET 4'-3" x 2'-0" 4'-5"x 2'-0" BATH . . . 2899 CO • 8-9 5 0 SD i ® i B24R o ® 815R DCB38R BEDROOM cr 9'-11" x 9'-5" F- m W x - - OU j I :j SD UP — — . J mLL ' - KITCHEN 12'-4" x_23'-4" ALL WINDOWS ARE LAMINATED GLASS AS REQUIRED FOR WIND-BORNE DEBRIS OR EQUIVILENT � . - , ALL WINDOWS ARE INSULATED I, FAMILY ,12'-5"x 1.2"0".. WITH LOW—E GLASS BEDROOM REQUIRES EGRESS WINDOW Ll 1 FT— FRED MORNEAU '508-326-7006 9068 2848DH 28 8DH 2908DH 2640H DAMONFORD i- - - - - - -- - - - - - - - - —r - - - - - - - - - - - - - - -i 242 HINCKLEY RD HYANNIS, MA 02601 I ( CLOSET T-0 x 2'-0" SECOND STORY I ( e 10/20/09 I "CLOSET 13'-0"x T-10 NEW SECOND FLOOR PLAN I I I II BEDROOM I . - I 11'-8"x 14'-5" I _ • I I 22 X30 - I - I SCUTTLE ' I. MASTER BDRM I SD 13'-0" x 15%1" I 2668 SD 3 FIXTURES r— BATH _ " , r O 7-10 x 9-5 - I i lase � � CLOSET I �' T-0"x 2'-11" E E"9Q DN I CO J • .I 2840DH i �_ - - -. - - - -.- �- ALL WINDOWS ARE LAMINATED GLASS OR EQUIVILENT AS REQUIRED FOR WIND—BORNE DEBRIS I I LIVINGI AREA 683 sq ft I ALL WINDOWS ARE INSULATED I I I I WITH LOW—E GLASS C13 BEDROOMS REQUIRES EGRESS WINDOW i OPENING MINIMUM 24 H X 20 W ( - 1/4 IN - 1 FT _ - - - - - - -- - - - - - _ - - - - - —I— FREDMORNEAU508-3267006 DAMON FORD 242 HINCKLEY RD HYANNIS, MA 02601 SECOND STORY 10/20/09 FEIJ .. .. .x .... a -.. .. - x i FRONT ELEVATION 1/4 I N = 1 FT i FRED MORNEAU 508-326-7006 RON- AM \� Imo/ �-. ,,�, ' ��i \� ► \ �� •�� i r\ I • •• � I 'II/ ` `, ` \ ` \ `• `I1j' �'�i � \�\► \ � � `_, `\ /\��r � I i` III j ��I�IIIII I) I . I I j � \ � `\�, _..� <. `•,� -,�, ►- __ �!� I� II lid I' s .� III, _ __ I I � � % •, :•, �� �,•,,�_ ,� \.� \�� �� I �. •� III, - __ � j - I; ���\� :�, ._�, �,, ��, ,� \� I' I� 1 !� � /�I • • � I '� III■ _ _ 1 � I� �'�� �, `'�, � �, -',. \\ •�,I� � iij I� - I! ,jam ,i 1. 1 � � � � _ _ I �_ � IIIII � � �� \ ��!►��� � \\.,. ��.� ` !� I� !, 'I, II� ► � ; � � 1 � � _ 1 _ 1 = = � � � IIIII/,, !; I, � \� -��- �% I. I I� i� '� I. III► � 11 = , _ 40 _ ! �"�� - ,� % � \ \ I� ! ` III; � � !� it\ i� I� i 'I li�l► / ii I. � li ! I \�III��I'��II (ll� � IIII►1 % � , � jj; �\ � �� � i ,j ; j' �I I ,I �I I I I� I� III � / � �. �� -� � I I 1 j►� .% it I � � � Illy Iglu � � \ _ �� \ � IIIII 1I ;' ; • •!! � I I% � � I� � � � � � lip \��� � I ! I� lip �i I� /'I � i I►�I � ! � / I � . , , ,Ili(I� � ��� % � l II I,'�!► % I I, I i I i I I �I I � I � ell .� � .���II _ � ! ! � I° � ill. ";; I , , , I ;► � I ' �� ► f �� � � ! ��" "":= ill I i I I ' II I►� III i �' `" /;; ! i � i! ; jl i►- ► � I I ji 1-" � I I I I I !►� ;� � � - •• • � it ;►� ,III I ,II®II I I � I I DAMON FORD 242 HINCKLEY RD 2 X 12 RIDGE HYANNIS, MA 02601 CROSS SECTION -- - - SECOND STORY REFERENCE 12 10/20/09 APPENDIX A BEFORE STARTING WORK 5 5/8" CDX 2 X 6 COLLAR TIE LEGEND: 2 X 10 RAFTER R 40 INSULATION _ ALL WINDOWS ARE TO BE LAMINATED GLASS OR EQUIVILENT GABLE BRACE (SEE DETAIL 1 X 3 FURRING ON FRAMING PAGE) STRIP CEILING 9-3/4" BAND JOIST 9-3/4" I-JOISTS 2 X 4 SOLE PLATE 2 X 4 WALL ` 2 X 4 DOUBLE TOP PLATE ALL.HEADERS TO BE PER WFCM SCHEDULE SEE CHART 32' REFER TO NAILING SCHEDULE IN APPENDIX REFER TO WFCM CHART FOR REQUIRED FULL 9-3/4 I=JO S 3/4" ADVANTEK PLYWOOD HEIGHT WALL STUDS AT WALL OPENINGS 7/16" VERTICAL STRUCTURAL SHEATHING EXTERIOR 1/2" DRYWALL INTERIOR - 2 X 4 WALL 2 X 10 RAFTERS FOR 5 PITCH ROOF R 19 INSULATION - - 2 X 12 RIDGE REQUIRED 7/16" STRUCTURAL 2 X 6 CEILING JOISTS REQUIRED SHEATHING 5/8" CDX PLYWOOD ROOF \ 2 X 4 GABLE WALL BRACE 1 V LONG (SEE DETAIL) i 1 X 3 FURRING STRIPS REQUIRED ON CEILINGS GAF ARCHITECTURAL SHINGLE RATED FOR 110 MPH R 19 INSULATION ICE AND WATER SHIELD 30# FELT PAPER VENTED SOFFIT AND RIDGE EXISTING BASEMENT' VINYL SIDING R 19 BASEMENT CEILING INSULATION ,R 19 WALL INSULATION ^ R 40 IN ATTIC FLOORS . FRED MORNEAU 508-326-7006 DAMON FORD 242 HINCKLEY RD u HYANNIS, MA 02601 SECOND STORY II 10/20/09 �1 BEDROOM 12'-4°x 9'-11" II 12'-4"x 11'-2" REFERENCE APPENDIX A BEFORE j= y STARTING WORK w SECOND FLOOR DECK PLAN ABOVEcn ( CLOSET CLOSET. MODULAR HOUSE FRAME). 4'-3"x 2'-0" 4'-5"x 2'-0" " 2�8 8'-9"x 5'-0 co . w If n . . BEDROOM' 9'-11"x 9'75 (n `n O Uiv II .. UP I I III II y V . I I KITCHEN '. . 2x6 joists 16"OC 12'-4"x 23'-4" SOLID WIND BLOCKING FIRST 2 BAYS TYP ° LEGEND: FAMILY 9 3/4" JOISTS - 19 3/8" O.C. 12'-5"x 12'-0" 9 3/4" BAND JOIST 3/4" T&G ADVANTEC FLOORING GLUED AND NAILEC SEE NAIL SCHEDULE IN APPENDIX B SEE GIRDER CALC IN APPENDIX C. :1'J88 2848DH 26480H FRED MORNEAU 508-326-7006 - DAMON FORD 242 HINCKLEY RD HYANNIs, MA 02601 FLOOR SPAN TABLES SECOND STORY Not all products.arsevallehlein I L/480 Live Load Deflection 1 O/ZQ/O9 all markets.Contact yourilevel 40 PSF Live Load/10 PSF Dead load 40 PSF lire toad?20 PSF Dead load representatire for information, Depth Mill 12"o.c. 16"O.C. 19.21 O.C. 24"ax. 12•o.c. Is'O.C. 19 2"o.c. 24'o c. 110 16'5' 15'-0" 14.2 I 13'2: - 16'5' 15 0 13 I1 12-5' _ 9Sh'° 230 ......17,8"_ 16'-2"-- 1�3° ]4'2" 17,_6, _..16 2 1547 14'2r- w 19'-6° 1T 10' 16'-10" 15'5"in 19'-6 tP-3, 15'-81 14._0,�t„ 230 - - •ur- ' ttrh° _ 18'•1' lfi' 1 21'-D - l9 2' 18'-1'� 16'3 _ _ _ JO ai- - I r , 11110 22 l2" 2a'3" 18-9.n._ 160'99u1. .._26-a'. . :28'9• I1?-14r, 14'1•ui " _-- _1 21' - 20 . 23'-10 21'8" -- �§ - 9y' 360 26=023' 8" 22'4' 20' '26'-0" llr/a' S60 29'-6" 26'10" 1 25'4` 23'6" 29'6" � ?6'-ID"� 25'-4'ni 11"err 14" I 14 230 26'-5' 24'-1' 22'-9' i 20'-1"ul 1S'-5" 23''2' 21-2"m 1T_1"or -r - 24 .8"u21 5'tu _18'9" 26'-3•01 i 22'4" 17'IO' .::> x -:_. ..z.-,.:• .�'! : :..:. - 32'-8,-._. ..,.2g'-8" �;.. 28-0' 25'-2°iii- - 3?'-8" i - 19'-8" i 26'-3"u, _tl^w . 360 _C 560 20' t TJl0 110 Joists L/360 Live Load-Deflection (Minimum Criteria per Code) .:, 2Vt� s b . 40 PSE Litre Load YlO PSF Dead load 40 PSF L P r� 1r: Live SFOeadload. Depth illm'. " 12 o.c: l IB"o.c:- 241 ox 12 o.c.. 18 D,c. 24 0.0. ri. ,t,fUt.� ,x va' no 1s 2° 1s'7" 15 t x 9e' -- a, 15_g $. 231 110 29!-)" 18'-ll" 1T 3' ! l5'-5•w 19-I1" - � _ °m y t pp 14" 230 23'-3 21 3 19'-11" 1T-9" '- 0 1 19 11 18'-2' 1�16'-3'tii{l°k 3' iY _�, + " 3 jai.. .—.—,.-Y..__ --.r:. "n :_!"^--_ a_ _ r s a ? g 16" 11 21'l0" 20'-4 t D u, ]0"ro z 360 25-4' 23'2° _: _. 25'-4" 23 1 21-1 ff 11 ::. ..' ri a ' I 560 28' -26'3° 24'9" 23'0" 28'10" 16'-3" -`-74'-9' 120' Il"iri r µ y r k 1 110 23'-9" 20'-6' 18'-9• 16'-9'm _ 0i u, l r. �irl�^ b - -- - - 21' 8" 18''9" 17 1� -- t4 7" - Y **' - ,:> . k - t ® ;- 23'_9� 1 21'•8' 19'.q•ti, 23'-0" 1 21'8° I 19'-9' 1T 1"ru Y .y _ _ _ _ _ _ _ 14" 230 26 4 r....7 _...., t'v :F r ' ?' TJ 23 IStS 360 28.9' 26 3° 24 9 r� 21'S'n' 2g.g" , 1g 3wu 22'.q�cu 1T 10 sesc7tt� s, t :, , �� s n I 560 32'8 29'9" i 28'0' ..I 25'2"ii,. 3?,8" i ?8'9" ?S'3"rp 20'_11° a� ,h< r > 230 29'2' 25'-5' 2 m •ne - - 23'-2" 21'2 17' 360. 31 10 29 -0 j 26310"tu 2�_5yo 26_p"- "ru •u, .... _ ---- - - i 3, 1 16'-10 22 4 11 !0 560 36'l,' 32'•li' 31-0"ii�.r. S,_!" -.ni •iii a.. d! ,, rfs y Lon term deflection under dead to h i " g load,which ncludes the effect of cre.p,has not b en considered.Bold italic spans rnllect initial deatl. load deflection exceeding 0 33". I ,,. : � _,., ..,. e ;:.' .,.; , s,,.. :: . .,.;,.. •.', r � '.• ,; r.,c•� ,,, .�,�,,, , T (1)Web stiff eners are required at intermediate supports of continuous-span joists when the intermediate haaring length - �"w 1 IW I is less than 5W and the span on either side of the intermediate bearing is greater than the following spans: q �§ 14u - 40 PSF Lire load if10 PSF Dead Load 40 PSF Live load/10 PSF Dead Load ` 16" T116 Htil 12"D.C. 16•a.c. 19.2'o.c, 1 24"ox. 12"ox. 16'o.c. 19,2•O.C. 24"o.c. I 110 N A. N.A N-A 15'4" N A N.A. 16 0" 12`-9" ,-r ---- - ---- -Joists 290 N.A. ..A. N A -19'2" N.A N.A .I 19 i l" 15 ll" r t i TJ 1� 360 360 N.A, N.A �14 ti 19.:6"... _.. NA. .. 2_4'-5"_ 20 4. 16 3- s 560 N.A. N.A. 29'-10 23'-10" N.A. 29'lo" 1 4'-10" g^i>r,. gy fie. U 3�/r - How to Use These Tables General Notes T 1. Determine the appropriate live load deflection • Tables are based on: a v� ,ems 11'W, y � Y,: •, criteria. - Uniform loads. <,r _ .'' lb' More restrictive of simple or continuous s an. �. Identify the live and dead load condittnn. D 2, - Clear distance between supports(13/n"minimum end bearing. 3. Select on center spacing. Assumed composite action with a single layer of 24"on-center " 4. Scan down the column until you meet or span-rated, Iue-nailed floor panels for deflection only.Spans . , x•„ " tf TJI®560 JOIStS exceed the span of your application. shall be reduced 6"when floor panels are nailed only. Spam 4nerated from iLevel'"software may exceed the spans •,1 5. Select Tlhieistand depth. p g. y x " shown in these tables becau se software reflects artualdas,gn -tive load iia&ctloni snottheonlyfactorthat conditions. ' t affects how a floor will perform- s r. s;•' y To more-accurately predict Poor perforrnance, • Fur loading conditions not shown.ref ertosoftwareortothe use our rl- Aati table r,Pro'"Rafts. n page 5. 4 d(..evel 1-rus.mist`-t7r- Joist spec,fier',Guide T i-L002 Aord 2007 FRED MORNEAU 508-326-7006 DAMON FORD 242 HINCKLEY RD AWC Guide to Hood Consdruciiion in High. Wwd Areas:11©nWh Vutd Zone HYANNIS, MA 02601 Massachusetts Checklist for Compliance(-?socNER 5301-2.1.1)1 SECOND STORY Notes: 10/20/09 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine 1. This checklist shall be met in its entirety, excluding the specific exception'noted in 2, Percent Full-Height Sheathing and Nail Spacing requirements to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. b. Wood Structural Panels shall be minimum thickness of 7/16!'and be installed as follows: If the checklist is met in its entirety then the following metal straps and hold downs are APPENDIX B i.Panels shall be installed with strength axis parallel to studs. not required per the WFCM 110 mph Guide: ii.All horizontal joints shall occur over and be nailed to framing, a. Steel Straps per Figure 5 iii:On single story construction,panels shall be attached to bottom plates and top member of the double top plate. b. 20 Gage Straps per Figure 11 ALL WALL SHEATHING TO BE AS SHOWN iv.On two story construction, upper panels shall be attached to the top member of the upper double top plate c. Uplift Straps per Figure 14, and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower d. All Straps per Figure 17 attachment made to-lowest plate at first floor framing. e, Corner Stud Hold Downs per Figure 18a and Figure 18b v.Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d staggered at 3 inches 2. Exception:Opening heights of up to B ft,shall be permitted when 5°o is added to on center per figures below;Vertical and Horizontal Nailing for Panel Attachment the percent full height sheathing requirements shown in Tables-1 0 and 11. 3. The bottom sill plate In exterior walls shall be a minimum 2 in:nominal thickness g de. f. pressure treated#2-grade. 1M`Ri T1iLl FMF Rf3TR CN AsT6%)Al . NOTE: ----- -- r. -----=1-r-=-----�--- 4' X 10' VERTICAL STRUCTURAL SHEATHING 7/16" THICK NAILED PER DIAGRAM SHOWN REPLACES ALL STRAPPING u FROM FOUNDATION TO TOP PLATES �' ' a v ' Nailing Schedule 1 1' 1 1 • ' 1 a �-- 1 r ,,yam, wnN � .�' i 'g J ".�'p`x Y� 4 ra'Sx'"< ,. .h: "y`ac� '-'1,`^�i 3v11 .y, , 1 1 . 1 V Ili t t ✓ny;av,�c�''ti, ,� t��a'r .� .rtr A� 11 1 1 1� •F ,1 t ` 1 o a,....w �- +�5: ;` ..:_? 1 .::,,a1. rr iv. 2r�+a k.^'. -' •' 1 1. 1 1. r - r Root Framing r i 1 Bl:+:king IG Rater,:T•:a palled °:8d tr,rJ ?arh EnrJ 1 r+ CD i 1 Rim Board to Rafter,.End nadwyi t5.9 v -15d. ?aCh end 'Co ; 1 t 'r3 ' e ( lu •• ut7 1 / Wall Framing aT 1 Top Plates at Intersections iFare-nalMf atl<dnts 1.-1 - 1 1 Stud to Stud rFace-nalled) 2.15d 2-1Fd �y„o.c. ,x. i0, h �, ! °d H adar t Head r 1Far nallwJi I6d Ipd 18 0.c.abrin edges FRAMING h1lFM.RFRS I r. 1 Floor Frernln ' ••��.. ^^ g - �:-. + is:.. ;1 ;;:..� + �.+e . r 1 1 1 1 jj ► ° 1 1 Joist to Sill.T,,p•Plata or+ uJer+:T p nailed:iFig,t 4'• a-Rd 4-10d p,n BI king t Joist,T:';.nail,d- - 2-ad 1C=d ea,:h rnd - + '. i 1 �'� W - 1 c 1 BI king a 3ili or T,:p Plate Toenail Ji g.15.7 15d each tU•;k r i 1 1 t. 1 f+-- Lo03g 1Strq+to8eamtr G it eriFa nailydr 3-1511 4-150 eachp.ist /° ,, r i Q • f 1 ' ?., t Joist on Lrdg9r to Beam T,a-na!le9 }g,7. a.1)d p.•r p?ut Band J6c1 to Joist;End naiia•d1+i g.14 3.15d 4-167 prr JGtst d° / • Band.Joist to Sill or T•:t PIat2 iT•,e-nailadl;Fig.1J? 2.t5d <-15d pyr t;wq 1 1 i a ? + I ' - ". W t 1 �.,I 9" bA 1 Root Sheattlial - �v i r 1 :^lr,,:rl Slrurtut Panals r 1 t e ' rafti'rs or litrtses[ia.::d up to 16'_i ti,9 5"?dg h4j raftcfi•:a•titri5?5 spa Ce•d ?r 1i5' ... ad - IOd 4"edge.:4'$7 ° r (r`�Ar�-___- yal e.mh%atl iakP t r iak?truss„ •gable o.orhanp 8d 1 tid 5"?•hJr.+;"ficid r y r (-; fall ndNall iakr,:,r 1 - 1 Jri. UIi-,k.r: .► .�� .1. -r STAGC.F it 7 galdr:n,J•^atl rake of+ak?uu:.s 1;.,k,:u1 bb;cks g,y t,)d u"e,:1g.,4,,fr w V��� a D :,` KAJIL ° -T MIN PANEL Ceiling Sheathing WAIL SPAvM Gypsum:°lallboam Sd ox•lers 7" :,x `10"fichl 1 i f -� - g� PA,iEE r 1. PANP E��E. `. DOA.0 FR.F. NAIL" R GE:'PACSTG[FT-AL Wall sheathing N',-' 9 SIRWRndl Parwis 4-tu1s wac?d up t,•=4 .._ 8.9 1+?d g^ 1.'„y lield g� SEE NEXT DETAIL 1 C'and 2S32'Fibeibmr-:!Panai:> g,7r 3' e,Jq IMFd qq, t )p7a Gyps111111^td11lX.Ntd G16:";•Ip!$ - 7•' 110,3 - - ` Floor Stleattiing V��: t l�.�� r�'G �J'i I t��c�I�.;'�`r� t� ,..� .„� ] ��.jj I +r'�♦ 1 n+ 9trurltn.alPanalS - j '°� 4 1C,' I Gl�lt..l '�rl--_o I.la, NyC�O�.i,ng 1"<alegs Bd I'«J ^4)J 1_'hNd f o!r Panel >r-CaCt11-V�Iv,r)i Foi- Pare! �,^� greater ll',an 1" 100 1 "1 ;'a•dgp. ^li?ly FRED MORNEAU 508-326-7006 D'AMON FORD 242 HINCKLEY RD HYA NN S MA 2 0 601 SECOND STORY UPLIFT LOAD PATH I Header Connections 10/20/09 COMPLIANCE WITH MA 110 MPH WORKSHEET EVERY CRIPPLE OR FULL HEIGHTSTUD. ABOVE AN OPENING SHALL BE CONNECTED RAFTERITT(USS•TO-TOP PLATE AND STRICT ADHERENCE WITH THE FOLLOWING CONNECTORS CONNECTION PER TABLE. 100.110 MPH WIND.H2.5A TO THE W FC M WILL TOP PLATE-TO-STUO CONNECTION' Ill-120 MPH-HS RAFT'ERfrRUSS-TO-WD00 TOP ELIMINATE SOME STRAPS TO EVEPER TABLE QOUB E TOP P A 121-140 MPH NANO-IdTS12 PLATE CONNECTIONS ALIGN UPPER 5rU0 w/KING STUD RY OTHER STtlp ON THIS PAGE — OF OPENING BELOW AND BEGIN A23 FRAMING ANGLE EACH EVERY CONNECTION STUD-TO-TOP TU-TO-TOPIl�� END OF HEADER _ • TOP PLATF-Tn-EVERY OTHER STUD (4)16D END NAILS FOR 2ND FLOOR JACK STUD OPENINGS s 10'-0' SHALL BE CONNECTED TO FULL HEIGHT STUDS BELOW • � n PER FOOTNOTES 110 6 111 HEADER-TO-JACK STUD TO TABLE:_TACK STUD To CONNECTION PER TABLE: SILL PLATE OR FOUNDATION H-AQFR-TO-TACK STHQ CONNECTION LPL IFT CONNFCTION 1 EVERY STUD ABOVE AN A23 FRAMING ANGLE EACH ENO OPENING SHALL BE CONNECTED OF WINDOW SILL FOR TO THE HEADER BELOW WI GS16 OPENINGS 6'-0'AND LESS I COIL STRAP WI(6)100 COMMON (2)A23 FRAMING ANGLES NAILS INTO THE STUD AND(5) TOP AND BOTTOM 10C COMMON NAILS INTO REQUIRED FOR OPENINGS I THE HEADER GREATER THAN 6'-(? . � fL00R•TO-FLOOR STRAPPING WI CS15 COIL STRAP PER 2ND FLOOR KING STUD SHALL TABLE CSIS FL o0R-Tn Ei OOR BE CONNECTED TO LOWER CONNECTION EVERY OTHER Snln STORY KING STUD OR FULL A23 FRAMED ANGLE EACH HEIGHT STUD BELOW W/CS16 fi COIL STRAP PER TABLE CS16 - ENO OF HEADER FLOOR-TO-FLOOR CONNECTION EVERY OTHER STUD 4 160 E D NAILS FOR �— OPENINGS s 10-0 UPLIFT CONNECTORS NOT HEADER-TO-JACK STUD CCM 0 N ii LAL w a PL HV n c REQUIRED IN THIS REGION CONNECTION PER TABLE: Y(I O M 155 tildli M1IAT (EXCEPT SILL ANCHORAGE 'j Cpc{qNi a;RNc�N&TMW1A AMHEATIFR.TO IA.K STIIp PER PAGE 17) ST7FYLOQS�nGS�pN UPLIFT CONNFCTION COO naNi FRAMING AMI NG ANGLE EACH JACK STUD-TO•EOUNDATION _ ENO OF WINDOW SILL FOR CONNECTOR FOR TABLE JACK STUD-TO-PLATE OR "� OPENINGS AND LESS. (2)A23 FRAMING ANGLES i- DUNOAT><1N CONNECTION41 (TOPANDBOTTDM)REQUIRED FOR OPENINGS GREATER THAN 6-Ir JACK STUD-TO-SILL PL ATE • KING STUD-TO•S ILL'PLATE L • I • CONNECTOR PER TABLE CONNECTOR PER TABLE TACK SrIID-TO-PLATE OR EVERY OTHFR STUD_T0. FOUNDATION UPLI:T SILL • S PL ATE - CONNECTION i KING STUD-TO-SILL PLATE CONNECTOR PER TABLE EVERY OTHER STUD-TO- 2 117 MIN•4'MAX SILL PLATE 2 112-MIN-4'MAX Ll (2)1l2X6TITEN HDOSILL PLATE ANCHORS AND SP'S %O'D AT EACH JACK 6 KING 7-F - STACKED AND OFFSET STUD AS SHOWN OPENINGS - FRED MORNEAU 508-326-7006 DAMON FORD 242 HINCKLEY RD HYANNIS, MA 02601 SECOND STORY 10/20/09 Jill 'i a LEFT ELEVATION. L - 1/4 IN = 1 FT FRED MORNEAU 508-326-.7006 DAMON FORD 242 HINCKLEY RD HYANNIS, MA 02601 SECOND STORY 10/20/09 . . - REAR.ELEVATION 1/4 IN = 1 FT ` f FRED MORNEAU 508-326-7006 DAMON FORD 242 HINCKLEY RD HYANNIS, MA 02601 SECOND STORY 10/20/09 RIGHT ELEVATION 1/4 I N = 1 FT FRED MORNEAU 508-326-7006 DAMON FORD 242 HINCKLEY RD HYANNIS, MA 02601 APPENDIX A SECOND STORY 10/20/09 m Check Loadbearing Wall Connections '/ Compliance Lateral(no.of 16d common nails)................. ........(Tables 7).........� .p...;'!.!).1.(£�I�.............y 1.1 SCOPE Non-Loadbearing Wall Connections Wind Speed(3 sec.gust)..................................................... 110 mph Lateral(no.of 16d common nails). ...................(Table 8)..........1. !1 ?...N.f� .L'/........_� ✓ Wind Exposure Category......... ........ B T Load Bearing Wall Openings(record largest opening but check all openings for compliances Table 9) Header Spans .....(Table 9)......:....................... T ft Q in.s 11' 1.2 APPLICABILITY SIII Plate Spans (Table 9)..........:...........:... ft in.5 11' stories s 2 stories ✓ Full Height Studs(no.of studs)..... .. (Table 9).....�P .... L`�..-.. .. ....�L Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)' ""� "'" Roof Pitch...................................................................(Fig 2).... s 12:12. ✓ Non-Load Bearing Wall Openings(record largest opening but check all openings for complipnce to Table 9) 0 Mean Roof Height ................................ ........................(Fig 2)..... :.... .......�ft S 33' Header Spans. ........ ....(Table 9).;............................. _ft in.:9 12' Building Width,W.........................................: ...(Fig 3)..... .:. ........... fl 5 BO ✓ Sill Plate Spans ... ......... ....:(Table 9)............:. L,. �ft in.512 Building Length,L................................. . .. ..(Fig 3)..:.. ....... . .. ...:.. fl S 80' ✓ ,. Full Height Studs(no.of studs)..... ...... .:(Table 9).....C..f�:�(...�C:'.�.,,`.Z..,1...........�. . . Building Aspect Ratio(L1W) ........:..........:..........................(Fig 4)..:.. . 5 3:1 ✓ Exterior Wall Sheathing to Resist Uplift and Shear Simuttaneousw Nominal Height of Tallest Opening2 (Fig 4)..... . .. 5 6'8° Minimum Building Dimension,W. inga ' . Nominal Height of Tal t O ..._....... r, ....4 LS 6'8° i Sheathing Type m"� '(!.(.�.....L<'at'?..... note a) /D /.hr'l 1.3 FRAMING CONNECTIONS j n9 ( ...... General compliance with framing connections................... (fable 2). U Edge Nail Spacing ...............................(Table 10 or note 4 if less).................. in. Field Nail Spacing ................:.......................(fable 10)...............:.......................... �in. -I . 2.1 FOUNDATION Shear Connection(no.of 16d common nails) 10)....f'.EN....L.:!t'�f.?.�..•rCT.e. ...... ✓ Foundation Walls meeting requirements of 780 CMR 5404.1 Percent Full-Height Sheathing......................(Table Concrete....................................... ✓ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Concrete Mason .a% Maximum Building Dimension,L �;� - Masonry...................................................... 9Z Nominal Height of Tallest Openin ................. ........� .. ....... . �.... - 5 6'8" 2.2 ANCHORAGE TO FOUNDATION 3 Sheathing Type.............................................(note 4). �0 f�/� .� ...�.�X/.0..�- / 518"Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete onh( Edge Nail Spacing....................>....................(Table 11 or note 4 ff less)........................ in: Bolt Spacing-general..........................................(Table 4)................. .... N/Ain. ✓ Field Nail Spacing..........................................(Table tl).................................................L7 in. . ir' Shear Connection(no.of 16d common nails)(Table 11).. .1.� 2...La �.ff+.!r..E.r) ...... Bolt Spacing from endfjoint of plate............... ...(Fig 5)...... .............. m 5 6"-12' ✓ p Bolt Embedment-concrete........................... ..(Fig 5)...... ....:....m in.z 7" v Percent Full Height Sheathing......:................(Table 11)CO.1JN.la...FaR...,1.0.A% '�% Bolt Embedment-masonry........................... ......(Fig 5)...... ..-.......... in.z 15' 7 5%Additions r a n n° 1 Sheathing for Wall with Opening' >6'8'(Design Concepts) Plate Washer..................................:.............................(Fig 5)...... ........ z 3"x 3"x'/." ✓ Wall Cladding SG� iY�AN Ufi1 Kr'j2 tvn�e xlL >< /ni S72i u d>1es' Ratedfor Wind S ✓peed?...........................................................................................�....... 3.1 FLOORS Floor framing member spans checked .. (per 780 CMR Chapter 56) '1 5 ROOFS Maximum Floor Opening Dimension...... ...:..... ........(Fig 6)............:.....,........... ft 512' j R s e Roof framing member span checked?..... .... ..(For Rafters use AWC Span Tool see BBRS Website) Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6). ........ _ Roof Overhang .......... .... ........................ ....(Figure 19).............I ft S smaller of 2'or U3 Maximum Floor Joist Setbacks Truss or Rafter Connections at Loadbearing Walls - (Fig 7)...::. ..............._L ft S d Proprietary Connectors ��r Supporting n9 Uplift.... Table 12 U /. ,', If V Maximum antileveerred Floor oistsor Shearwall.. ( ) ... o P ft 5 d (Table l2)......l.h.Y G' G... t=�plf. Supporting Loadbearing Walls or Shearwall.. .........(Fig 8).....: Lateral Floor Bracing at Endwalls.........................................:.........(Fig 9)...... ................. ...:.... .. ................(Table 12).::.. /.k,....4..G.�,� S=_j1 Ptt ✓Shear ,, Ridge Strap Connections if collar ties not used per page 21...(Table 13).............. T=_plf NCH • • Floor Sheathing Type ............:..........................................(per 780 CMR Chapter 55)...........:..:............. ....(Figure 20 Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)...................... In. able Rake Outlooker. ................................. g )...........� ft.-I smaller of 2'or L/2 G Floor Sheathing Fastening............................................ ....(Table 2).. d nails at in edge/L in field �_ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors ............(Table14)...I�i.1..C..�.:.)............. U= lb. .. 4.1 WALLS Uplift................................... �, ' c Wall Height Lateral(no.of 16d common nails)...Table 14). ..1./0. Loadbearing walls.........................:..........................(Fig 10 and Table 5)...........................9 ft 5 10' ✓ Roof Sheathing Type.......ZDLK..../.'�yG�!.4.�!?........(per 780 CMR Chapters 58 and 59)............ Non-Loadbearing wails................................................(Fig 10 and Table 5)...........................0ft s 20' ✓ Roof Sheathing Thickness :............................................. in.z 7/18°WSP i Wall Stud Spacing ............................................ ........(Fig 10 and Table 5).................../b in.: 24°o.c. Roof Sheathing Fastening ......................................(fable 2).......................................................ro Wall Story Offsets ........................................................(Figs 7 8 8).................................. ..:.. / ft 5 d Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 4.2 EXTERIOR WALLS' 780 CMR 5301.2.1.1 Item 1.if the checklist is met in its entirety then the following metal straps and hold downs are not Wood Studs required per the WFCM 110 mph Guider - • a. Steel Straps per Figure 5 Loadbearing walls........................................................(fable 5)..............................2x � _ � ft�m. b. 20 Gage Straps per Figure 11 Non-Loadbearing walls................................................(Table 5)..............................2x� ft D in. Gable End Wall Bracing' — c. Uplift Straps per Figure 14 Full Height Endwall Studs.........................................(Fig 10)................... d. All StrapsFigure 17 WSP Attic Floor Length.............................................(Fig 11 - Comer per gowns per Figure 18a and Figure 18b Gypsum Ceiling Length(if WSP not used)................(Fig 11) ............. .. .. .............�z 0,9W ✓ 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)...... . .. . ..... requirements shown in Tables 10 and 11. ............. 3. The bottom sill p -g 1 x 3 ceiling furring strips®16"spacing min.with 2 x 4 blocdng @ 4 ft spacing in end joist or truss bays plate In exterior walls shall be a minimum 2 in.nominal thickness pressure treated fl2 recta. Double lop Plate Splice Length .........................................(Fig 13 and Table 6).... ... g ✓ Splice Connection(no.of 16d common nails)..............(fable 6 .l.2...P. ax. S.p.r=. 2 FRED MORNEAU 508'326-7006 DAMON FORD 242 HINCKLEY RD HYANNIS, MA 02601 ROOF DECK PLAN SECOND STORY 10/20/09 SOLID WIND BLOCKING FIRST 2 BAYS TYP 284ODH M80H - - - Los- 77--0- II CLOSET iI 1 - 10 3' 0��x �,_ H I 2 X 12 RIDGE EVENLY LOADED ROW I� i 11'-8"x 14'-5" Ll D - Cn USE.2 -.H8 CONNECTORS O ILI MASTER BDRM n 13'-0" x 15'-1" .II II SEE NAILING SCHEDULE APPENDIX w �I 2 X6 FLOOR JOISTS "� _ u FORM ATTIC FLOOR `D r T-10"x 91 cn ' II CEILING BELOW MUST BE I STRAPPED WITH 1 X 3 II FURRING 3'-0" x 2'-11" E E '-0"x 2'-11" V SCALE 1/4" �4 FRED MORNEAU 508-326-7006 a�� �r� .��• '�' �I� I' III I I � - ' �; � • � 1 � . � I '� I II ,_ ..► _ (III, II► � �� �I � I �, � � � � ' His 1 � III . � : � •. !�_ -: �. _ ..: I • mo- wLIN �\'_�= �� _\ it � `� ��II � � i � �\ �I) � � „ ',1�, �• 1I \\ \ , I 'll 1 \ ', \` III \ \ \\ I , . � _,\ •\, ', _ �' ` I III ( � II � \ \ \I!I�'' ,` . a• ` - � \ I ; II I \ R,\NI � .11�, I ,�, ,�II_il _ , , I •� LN t11011-