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0035 ABEGALE SNOW ROAD
t a r IACTI VE � f .. .......... 6""'�'`,"„".'�� r"""'. mom...-�......-, .... .... A--VOL Oxford NO. 152 ORA ESSELT'E 10% �I COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse O Agent I so that we can return the card to you. 13 Addressee I ■ Attach this card to the back of the mailpiece, B. Received by anted N C.Date of Delivery l• or on the front If space permits. 7rn ea M-en, I(4 3-/3 —20-0 1. Article Addressed.to: D. Is deliveryaddns d' nt from item 1? 17 Yes ! 1f YES,enter delivery address below: ❑No va 3. Service Type 13 Priority Mail e IIIIIIIII IIII III IIII I III I II I I I II II IIII I II I I III El O AdressO ultSgnatureRestricted Delivery ❑R1eg e�M�Restricted l 9590 9402 3630 7305 4659 27 certified Mail® Detum l Certifled Mail Restricted Delivery �Relum Receipt for I ❑Collect on Delivery Merchandise 2. Article Number(transfer from Service labeo ❑Collect on Delivery Restricted Delivery ❑Signature ConfinnatlonTm OS Conflrtnatlon ; 7 017 10 0 0: 0.0 0 0 ;6 75 7 :1'4 4 0. Irlcted Delivery: Restricted Delivery PS Form 381 1,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt j r Town of Barnstable Building Department Services Brian Florence, CBO Building Commissioner BARNSTABLE 200 Main Street H annis MA 02601 M10.5i0.Y5 MWS•051F0.V WF•NEST l0.PNSGBIE f Y 7 1679-2010 www.town.barnstable.ma.us �� Office: 508-862-4038 Fax: 508-790-6230 March 9, 2020 Notice of Building Code Violation(s) and Order to Cease, Desist and Abate: Gabor Menyhart and all persons having notice of this order: As property owner of the property located at 46 Victoria Street, Centerville,Assessors Map 148 Parcel 064 and known as residential structure,you are hereby notified that you are in violation of 780 CMR,the Massachusetts State Building c. 1 § R105.1, and are ORDERED this date 3/9/2020 to: CEASE AND DESIST all functions associated with the following violation(s)on or at the above mentioned premises: Summary of Violation: On 3/6/2020the Building Department observed violation(s)of 780 CMR,the Massachusetts State Building Code c. 1 § R105.1, specifically, an above ground pool installed without the benefit of a building permit. Summary of Action to Abate Violation: In order to abate this violation and to avoid further enforcement action by this office,commence within 45 days the following action: apply for and obtain a building permit along with successful completion of all required subsequent inspections.Alternatively,the pool must be removed. And, if aggrieved by this notice and order; to show cause as to why you should not be required abate the Building Code violation(s) in this notice,you may file a Notice of Appeal (specifying the grounds thereof)with the Building Code Appeals Board within(45)days in accordance with M.G.L. c. 143 § 100. If, at the expiration of the time allowed, action to abate this violation has not commenced, further action as the law allows may be taken. By Order, o L. Lauzz Chief Local Inspector (508) 862-4034 Jeffrey.lauzon@town.barnstable.ma.us r . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Jr Map Parcel 1 Application # Health Division �;. � � ., Date Issued L5 Conservation Division �' ��' Application Fe' __ v Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board `G� �K Historic - OKH _ Preservation/ Hyannis � �<?o Project Street Address i Village Owner5nr /yUVnvka_r*. Address Show Q� Telephone 608' -Mf " 17115 Permit Request TAs c„1 (A�og, o F u 54- co Cov „),`ca,^'f tir � �;t , r 9V St/$l�z M a►n urn ��vrai-��na ICS �n�r�� Icon n� 4Z2 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 56i l la Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.). Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �e Telephone Number 73)_ 3 4 31 I 1 Address �a� Tub i S� AAD License # I G�a�OLP'7 W �r i W per A . 01.3?9 Home Improvement Contractor# 0 7 Email Ah, Cn o S G11 <s01tX,Ak;y Worker's Compensation # VhIC-100-G0l 4S 33 6^2015A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Ic)6fj�s _ FOR OFFICIAL USE ONLY APPLICATION# 1 DATE ISSUED F MAP/PARCEL NO. ADDRESS VILLAGE OWNER ' f� DATE OF INSPECTION: FOUNDATION . i FRAME ' INSULATION A J * FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING K DATE CLOSED OUT ASSOCIATION PLAN NO. 4 `pFtHE 1p�� Barnstable Old Kings Highway Historic District Committee p� 200 Main Street,Hyannis,MA 02601, TEL: 508-862-4787 Fax 5.08-862-4784 9 KAS& a �A 1639. `0m rf0 s APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with five(5)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for: Check all categories that apply, 1. Building construction: ❑ New ❑ Addition ❑ Alteration 2. Type of Building: ❑ House ❑.Garage/barn ❑ Shed ❑ Commercial ❑ Other I Exterior Painting, roof ❑ new roof ❑ color/material change, of trim, siding,window, door 4. Sigma: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ Tennis court ❑ Other 6. Pool ❑ Swimming ❑ Other man-made pool Solar panels ❑ Other Type or Print Legibly: Date NOTE All applications must be signed by the current owner Owner(print): �e k Telephone#: I S > Address of Proposed Work: �5 A(-e—q ah- .f•, ,w 1-k Village W. 13a".,f Map Lot# Mailing Address(if different) Owner's Signature — Description of Proposed Work: Give particulars of work to be done: Agent or Contractor(print): LA," o e,to n Telephone#: Address: CC 4---U-Cx U V_L j L. D 0-V c&.,, G 7 4 6,Q-7 Contractor/Agent' signature: For committee..use only. This Certificate is hereby APPROVED/DENIED Date c /Q Members signatures RECEMD t GR�wTH Ii2ANAGENENT FEB 0 2016 Town of Barnstable Old King's Highway o i 1 Q:IBoards and Commissions101d Kings HighwaylOKHApplicationslOKH2O11 Cert Appropriateness.doc a y r r CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 5 copies Foundation Type: (Max. 12"exposed)(material-brick/cement, other) Lq C_ Siding Type: Clapboard Vxpsingle other Material: red cedar white cedar VI-1, other Color: v c� Chimney Material: VA:..GLL Color: e- a Roof Material: (make&style) C.t S (a i Color: JRoof Pitch(s): (7/12 minimum) (specify on plans for new buildings, major additions) Window and door trim material: wood other material, specify Size of cornerboards size of casings(1 X 4 min.) color Rakes Ist member 2nd member Depth of overhang Window: (make/model) material color (Provide window schedule on plan for new buildings, major.additions) Window grills (please check all that apply true divided lights_ exterior glued grills_ grills between glass_removable interior None I Door style and make: material Color: Garage Door,Style Size of opening Material Color Shutter Type/Style/Material: Color: Gutter Type/Material: Color: Deck material: wood other material, specify Color: Skylight,type/make/model/: material Color: Size: Sign size: rials: Color: Fence Type(max 6' )W " material: Color: Retaining wall: Material: rn5t2b�e coOXSN`g"w� GROWTH MANAGEMENT Lighting,freestanding ��d GommIttee on building illuminating sign' OTHER INFORMATION: TBE ATTACHED CHECK LIST MUST BE COMPLETED AND SUBMITTED Please provide samples of paint colors,manufacturers brochure of windows,doors,garage door,fences,lamp posts etc Signed: (plan preparer). Print Name 2 Q.IBoards and Commissions101d Kings Highway10KHApplications10KH 2O11 Cert Appropriateness.doc 1 2 3 4 5 PHOTOVOLTAIC SYSTEM M SHEET INDEX UTILITY METER PV0.0 COVER AND SITE PLAN ON SEPARATE PEDESTAL PV1.0 GENERAL NOTES SYSTEM SIZE: AC DISCONNECT PV2.0 ARRAY 1 AND 2 LAYOUT AC/DC kW STC: 9.109kW%10.5kW 24/7 ACCESSIBLE PV2.1 ARRAY 3 AND 4 LAYOUT AC PV3.0 LINE DIAGRAM EQUIPMENT: i MAIN SERVICE PANEL A i AC MgIN IN BASEMENT PVa.O LABELS A PV MODULES: (42)Hyundai HIS-M250RG(BK) PV5.0 DIRECTORY INVERTER(S): (1)SolarEdge SE6000A-US ABEGALE SNOW RD (1)SolarEdge SE380OA-US SCOPE OF WORK: INSTALLATION OF A SAFE AND CODE-COMPLIANT INTERIOR CONDUIT GRID-TIED SOLAR PV SYSTEM ON AN EXISTING s0 ._-__ IN ATTIC, RESIDENTIAL ROOF TOP. - TYP OF ALL A Y7 ` ROOF 7 `SO -------------- APPLICABLE CODES: 2014 NEC O 2009 INTERNATIONAL CODES WITH MA AMENDMENTS R 2 _ so \ o \ 0 0 \ \ R Y3 g ROOF2 CONTRACTOR INFORMATION: B KEY: \ \ SKYLINE SOLAR WEST BRIDGEWATER —•-- PROPERTY LINE \ \ 124 TURNPIKE ST. --- CONDUIT RUN Q INVERTER \ WEST BRIDGEWATER,MA 02379 DRIVEWAY 0 SUBPANEL Q --FENCE O DC DISCONNECT _ ! W JURISDICTIONAL INFORMATION: FIRE CLEARANCE 1 STRUCTURAL O AC DISCONNECT BARNSTABLE,TOWN OF UPGRADES OOJUNLTION BOX \ ! p 200 MAIN STREET, O SOLAR MODULE El MONITORING UNIT !1 HYANNIS,MA.02601 Q MAIN SERVICE PANEL Q COMBINER BOX Q UTILITY METER ❑ ROOF i i NOTES TO INSTALLER: Q PV METER OBSTRUCTION j 1 O I � I d 1 1 0 SITE PLAN j ! FOR INSTALLER USE ONLY SCALE: N.T.S. N I j POST INSTALL SUNEYES REQUIRED? YES j I CERTIFY THAT NO CHANGES RAVE C j BEEN MADE TO THE ARRAY LAYOUT: I i CUSTOMER INFORMATION: LL O i GABOR MENYHART i i 35 ABEGALE SNOW RD i WEST BARNSTABLE,MA 02668 INVERTERS WITH INTEGRATED /NV INV SUB (508)364-1735/#2102733 DC DISCONNECT, ON EXTERIOR WALL N DESIGNED BY: REV#: DATE: ANEWCOMB 1 0 10/12/15 PV-0.0 �eI1NOEVDY WC.6S FIUNINN 9T 6NTE]IOOMVND.GFBD) BY:MEWCO6B DeF:—Im:len:MagNn216t)Sl8Vt 8MFt 9tr.Itl) TNESEDMW %SPEWR MN%M KSIMSMETIERRORERWOF6UNOE INC.NO TSNNL8EC WDORUSEDFORORMIT OTNERMMOTNERTIUHTNESPECRKWtO UMRWNICNTNEYtNNEBEENOEVE MVATNOUf OUR WRRTENCONSENT 1 2 3 4 5 GENERAL NOTES. ELECTRICAL NOTES: GENERAL NOTES: El.ALL EQUIPMENT IS LISTED FOR USE. Nl.DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF E2.MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC. RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE E3.ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL BE NOTED OR STANDARDIZED. NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY. N2.ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS. E4.AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY A N3.IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT,WIRE,EQUIPMENT DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND A DEVICES,OVERCURRENT PROTECTION,GROUNDING SYSTEMS,ETC.(ALL DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL REMAIN EQUIPMENT AND MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE VOLTAGE HAS BEEN RESTORED. STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO E5.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE E6.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. CALCULATED AT THAT COMPONENT. N4.ALL OUTDOOR EQUIPMENT SHALL BE MIN.NEMA 311 RATED. E7.ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL BE N5.METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR PROPERLY GROUNDED. OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING. E8.DC EQUIPMENT SHALL BE 60OVDC RATED MINIMUM. N6.MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST E9.MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE 6"ABOVE FLUSH VENTS. DISCONNECT EQUIPMENT MIGHT BE ENERGIZED. N7.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL E10.CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES REQUIREMENTS GIVEN BY UTILITY COMPANIES. OR JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE JURISDICTIONAL N8.FOR ADDITIONAL EQUIPMENT SPECIFICATIONS,SEE PROVIDED CUT SHEETS. REQUIREMENTS. ! N9.ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO Ell.FOR ANY UNGROUNDED PV SYSTEM,A LABEL READING: B REQUIREMENTS BY NEC AND THE LOCAL AHJ.THE AHJ MAY HAVE SPECIAL LABEL B REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT.THIS MAY ENCOMPASS WARNING-ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS PHOTOVOLTAIC ! LANGUAGE INCLUDING,BUT NOT LIMITED TO,THAT FOUND IN NEC ARTICLES SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED." 690.5(C),690.14(C)(2),690.17,690.53,690.35(F), 690.54,690.64(B)(7)and SHALL BE PLACED AT EACH JUNCTION BOX,COMBINER BOX,DISCONNECT AND DEVICE 705.10 WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE. N10.INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. E12.INVERTER(S)SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION Nll.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC DEVICE. REFERENCES. E33.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS. STRUCTURAL NOTES: E14.THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC. Sl.MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE,BUT EIS.BACKFED SOLAR BREAKER(S)SHALL BE INSTALLED AT THE OPPOSITE END OF THE SHALL BE ACCURATELY SPACED. CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER. S2.MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE E16.ALL WIRE,VOLTAGES,AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO LOAD AMONGST RAFTERS. TEMPERATURE DERATING AND LOCATION. S3.DO NOT SPLICE RAILS IN MIDDLE 50%OF SPAN BETWEEN TWO MOUNTS. E17.ONLY COPPER(CU)CONDUCTORS SHALL BE USED.CONDUCTORS SHALL BE STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. C E18.DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED E19.ALL MODULES AND RACKING SHALL BE GROUNDED VIA IRON RIDGE RAIL INTEGRATED CUSTOMER INFORMATION: GROUNDING(PLEASE SEE DATA SHEET)OR WITH TIN PLATED DIRECT BURIAL RATED LAY IN GABOR MENYHART LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND THREAD FORMING 35 ABEGALE SNOW RD _ BOLTS. WEST BARNSTABLE,MA 02668 E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE (508)364-1735/#2102733 NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. DESIGNED BY:ANEWCOMB REV#: DATE: PV-1.0 0 10/12/15 eUMOEVRY qC.Be FRANKUN Bt 6NTE]IOONOINO,CANE@ BY.�NEIYCOLB One:-Laotbn:Ma,rylan.11@]]]eY13M18ty.11�1) TIB:SEOMN'INOS,BFEQFKATIONB.MDKSb SB EiN OMRTYOFSUNOEVNYNC.NO TBHRLLBECOIEOORUBEOFORORWRN OMERWO OTNERT TNESKCIFICRi CTFORwNICNTNEYN/.YEBEENOEVELWEDWN WTWRwR NCONSENT 1 2 3 4 5 MODULE SPECIFICATIONS (42)Hyundai HIS-M250RG(BK) MODULE WEIGHT: 37.9 1 10'-9" MODULE LENGTH: 64.57 I I i i I i i 1 I I I I I I I I i I I 1 1 I I I I I MODULE WIDTH: 39.29 v I 1 I I 1 I 1 I I I I I I I ( I I I I I I I I I I I I ROOF 1 SPECS I I I I ®—i--0--, {-�-=--I --=- I I I ( I I I I I I I I I I I I RAFTER SIZE: 2X10 NOMINAL RAFTER SPAN:NG: 16" 9'-4' I I I I I i I i I I I I I I I I I I I I I I I I I I I I I RAFTER SPACI I _� 1 I_� I I I. I I ( I I I I�I I I I I I I I ROOF MATERIAL: I COMPOSITE SHINGLE I I RRAY 1 ARRAY,SPECS NUMBER OF MODULES: 5 A ®� TOTAL MOD.WEIGHT(Ibs): 189.5 A ARIRA 112 RACKING WEIGHT(Ibs): 38.2 rat I ARRAY WEIGHT(Ibs): 227.7 ARRAY AREA(sg0): I I I I I __ __ 88.1 ARRAY DEAD LOAD(Ibs/sgfl): 2.6 I I I I I I I I I I I I I I I I I t I I I 1 I I NUMBER OF MOUNTS: 16 I I I I I II RI ooI III IIiI ❑IIII 1 III ❑III III oII III III I i( LOAD PER MOU NT(Ibs): 14.2 ARRAY AZIMUTH(') 193F 1 ARRAY TILT(') 37 NUMBER OF FLOORS 2ROiOFt2 I I I I I I I i t ROOF 2 SPECS 1 ARSPZE 2X10 NOMINAL RFTRS :A 12'-5• A RAFTER SPACING: 16' 1 L/`YOUT ROOF MATERIAL: COMPOSITE SHINGLE F1 ARRAY 2 SPECS (D!��RFMZAY SCALE: 3116"=V-0" 9" 36'-3" NUMBER OF MODULES: 21 TOTAL MOD.WEIGHT(lb.): 795.9 RACKING WEIGHT(Ibs): 106.1 2'ARRAY 2 LAYOUT ARRAY WEIGHT(Ibs): 902 SCALE: 3/16"=1'-0" ARRAY AREA(sq0): 370 ARRAY DEAD LOAD(Ibslsgfl): 2.4 NUMBER OF MOUNTS: 46 LOAD PER MOUNT(Ibs): 19.6 ARRAY AZIMUTH(') 193 B ARRAYTILT(-) 37 B I NUMBER OF FLOORS 2 NOTE: MODULES SHALL NOT BE GREATER THAN 8 SYMBOL KEY: INCHES ABOVE ROOF COVERING ____ RAIL ———— RAFTERS ROOF jµ OFII 4 FIRE CLEARANCE PA K.'W O°""""""' STRING CONFIG. ZACHER s e STRUCTURAL TRUCTURAL UPGRADES SOLAR MODULE - 0110(0 y 0 SOLAR MODULE (STET ® MOUNT SS'IONAL IRONRIDGE XR1 SKYLIGHT y ./� ® CHIMNEY L-FOOT i PLUMBING OR QMSE-LAG SHINGLE ATTIC VENT COMPOSITE SHINGLE ❑ ATTIC VENT C 5" X 5/16"-LAG CUSTOMER INFORMATION: 2.5"MIN.EMBEDMENT PER SCREW GABOR MENYHART 2X10 NOMINAL,16 O.C. 35 ABEGALE SNOW RD WEST BARNSTABLE,MA 02668 (508)364-1735/#2102733 MOUNTING DETAIL 3 SCALE: NTS DESIGNED BY: REV#: DATE: Pv"2 0 ANEWCOMB 0 10/12/15 SUNOEVRT NC.SBFRNIRLIN ST BUITE�IOMNVNp,GSISN D7:2NE1VCOMe Om".Loa1b":Ms"y"eR-21027223VISMISY1-17 MSEOMWINOS,SPECO MN%I MSI0NSM MEPROPERWOFSUNOENTYNC.NOP TSW LOECOPIEDORUMDFORORWRNNA'OTHERw O7ERTHNITHESPEWICPMECTFORW HTNEY IUVEBEEN OEUFLOPED NI7HOUT OUR WIUTTEN CONSENT I � 1 2 3 4 5 MODULE SPECIFICATIONS (42)Hyundai HIS-M25ORG(SK) MODULE WEIGHT: 3Z9 MODULE LENGTH: 64.57 MODULE WIDTH: 39.29 7'-8" 13'-2" ROOF 3 SPECS RAFTER SIZE: ZX8 NOMINAL 19'9" 1• RAFTER SPAN: 11'-0' I IR I I I I I RAFTER SPACING: 16' ROOF MATERIAL: COMPOSITE SHINGLE ARRAY 3 SPECS 1 I 1_ I I __I I I I_ 1 I j_ I ( I I I I I I I I I I I I I I I I I I I I NUMBER OF MODULES: 12 ! q I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IARRAY 1 I 1 ( I I I I I I I I TOTAL MOD.WEIGHT(Ibs): 454.8 A I I I I I I I I i BRAY 31 1 1 1 1 I i ( I I I i I I I I I I I I RACKING WEIGHT(Ibs): 55A 1 ( 4' I ( 1 1 i ( i 1 1 1 I i I I I ARRAY WEIGHT(Ibsy 510.2 I l i I I ( ARRAY AREA(sq0): 211A i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ARRAY DEAD LOAD(Ibs/sgB): 2.4 o NUMBER OF MOUNTS: 24 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 i l l l l i l l l l l i l l l l l i OI I I I I LOAD PER MOUNT(Ibs): z,.3 I I t l I i 1 I I I I i i l l l ROOF 41 11 I I I I I I I I I ARRAY AZIMUTH(') 193 I I I I I I I I I I I I I I I I I I I I I i l l I I I I I of I I I I I i i l ( ARRAY TILT(-) 19 NUMBER OF FLOORS 2 ROOF 45PECS RAFTER SIZE: 2X10 NOMINAL 1 ( 1200E 31 I I I 11 I I I 11 I I 11 I I I I I I RAFTER SPAN: 11'-0' I I I I 1 1 1 1 1 1 1 1 1 1 RAFTER SPACING:1 16" ROOF(E)SATELLITE 11 I i 1 1 1 I I I I ( 1 I ARRA MATERIAL:SPECS COMPOSITE SHINGLE DISH 1 1 1 I 11 1 I 1 I I 11 1 NUMBER OF MODULES: J70.5 TOTAL MOD.WEIGHT(Ibs): RACKING WEIGHT(Ibs): I ( I I ( I 11 1 ( 1 I ARRAY WEIGHT(Ibs): 3 LAYOUT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ARRAY AREA(sq0):(DARRAY SCALE: 3/16"=1�-0" 11 I 1 1 1 1 1 I I 11 1 I ARRAY DEAD LOAD(Ibs/sqB):NUMBER OF MOUNTS:LOAD PER MOUNT(Ibs): ARRAY AZIMUTH(') 103 B ARRAY TILT(') 27 B RRAY 4 LAYOUT NUMBER OF FLOORS 2 2 SCALE: 3/16"=V-0" NOTE: MODULES SHALL NOT BE GREATER THAN 8 SYMBOL KEY: INCHES ABOVE ROOF COVERING ------- RAIL ——— RAFTERS SH OF* ROOF `CFy FIRE CLEARANCE PAUL K. 0-...........© STRING CONFIG. ZACHER wa w STRUCTURAL TRUCTURAL w UPGRADES SOLAR MODULE `001�W C3 SOLAR MODULE %ST `rSAN1AL ® MOUNT SKYLIGHT IRONRIDGE XR1 ® CHIMNEY L-FOOT _ / PLUMBING OR QMSE-LAG SHINGLE ATTIC VENT C ATTIC VENT COMPOSITE SHINGLE 5" X 5/16"-LAG CUSTOMER INFORMATION: 2.5"MIN.EMBEDMENT PER SCREW GABOR MENYHART 35 ABEGALE SNOW RD 2X10 NOMINAL,16 O.C. WEST BARNSTABLE,MA 02668 (508)364-1735/#2102733 MOUNTING DETAIL 3 SCALE: NTS DESIGNED BY: REV#: DATE: Pv"2, ANEWCOMB 0 10/12/15 e11NDEVDY WC.88FPANq]N eT SUITE]�BO�R.WD.0 WSD] By:MIFNC0I.BO°c—�YeWP:IMMNN.]IB]]]]9V�BMN 6h":fl"1I TNESEDMWMG3.SPECIFIGTgNS.,WDOf3IGN9 AItE i14:PROPERTVOf SUNDENiY DlC.NO TSNN.E9ECDPD:DORUMOFORORvnTN/M1'OTNER—..TNER—T..eP IFCf.eCTFORvmICNTNEY EBMDEV PEDW1 WTOURWIMNC SENT 1 2 3 4 5 ELECTRICAL KEY: MODULE ELECTRICAL SPECIFICATIONS INVERTER 1 SPECIFICAnONs WVERTER 2 SPECIFICATIONS (42)Hyundai HIS-M250RG(8K) SOLAREDGE SE6000A-US SOLAREDGE SE380OA-US —f BREAKER SHORT CIRCUIT CURRENT(ISC): 8.7 RATED WATTS(EACH): 6000 RATED WATTS(EACH): 3800 SWITCH _ OPEN CIRCUIT VOLTAGE(Voc): 37.4 AC OPERATING VOLTAGE IV): 240 AC OPERATING VOLTAGE IV): 240 SCREW TERMINAL _ OPERATING CURRENT(IMP): 8.1 AC OPERATING CURRENT(A): 25 AC OPERATING CURRENT(A): 16 - CS3 FUSE OPERATING VOLTAGE(VMP): 30.9 NUMBER OF MPPT CHANNELS 0 NUMBER OF MPPT CHANNELS 0 • SPLICE MAX SERIES FUSE RATING: 1 15 INVERTER EFFICIENCY: 0.975 INVERTER EFFICIENCY: 0.98 or EARTH GROUND STC RATING: 1 250 INTEGRATED OC DISCONNECT INTEGRATED DC DISCONNECT M CHASSIS GROUND PTC RATING: 222 INVERTER 11NPUT SPECIFICATIONS INVERTER 21NPUT SPECIFICATIONS ——— GEC DESIGN CONDITIONS NOMINAL CURRENT PER STRING(loom): 9.3.9.3 NOMINAL CURRENT PER STRING(Inom): 11.4 EGC HIGHEST 2%DB DESIGN TEMP("C): 29 1 NOMINAL VOLTAGE(Vnom): 35O NOMINAL VOLTAGE(Vnom): 350 MIN.MEAN EXTREME ANNUAL OB("C): -16 MAX 5Y5TEM VOLTAGE(Vmax): 590 MAX SYSTEM VOLTAGE(Vmax): 500 A MAX CURRENT PER STRING(Imax): 15 MAX CURRENT PER STRING(Imax): 15 A MAX INPUT CIRCUIT CURRENT(Imax): 30 MAX INPUT CIRCUIT CURRENT(Imax): 15 (3)#6 THWN-2 (3)#6 THWN-2 (3)#6 THWN-2 (3)#6 THWN-2 (6)#10 PV-Wire (6)#10 THWN-2 (3)#8 THWN-2 (1)#B GEC (1)#B GEC "IBE (1)#8 (1)#8 GEC (1)#10 EGC (1)#10 EGC (1)#8 GEC 3/4"EMT 3/4"EMT314"EMT FREE AIR 3/4"EMT 3/4"EMT (N)MIN.60A AC Combiner METER SUB PANEL ECT, SUPPLY SIDE CONNECTION WITH (N)SE6000A-US POLARIS BLOCK OR SIMILAR INVERTER WI INTEGRATED ,C-H AC Disconnect, TSOVAC RATED UL LISTED AND DC DISCONNECTS B 60Amp,Fusible APPROVED CONNECTOR ---_--- ` AC METER INE__ ___ 200A MAIN BREAKER 1 STRING OF MPPT 1 35A 2P LOCUS60A FUSE PV 13 MODULES Im OPT.CURRENT=9.29A DC— OUTPUT LOAD LINE 1 STRING OF MPPT 2 + I(E)LOADS 13 MODULES ` I (E)200A Siemens MSP OPT.CURRENT=9.29A INVERTER j(E)LOADS 240V 2P 3-W 1Fp -_ B B L_______ (3)#10 THWN-2 1 (1)#8 GEC wl 3/4"EMT ul (N)SE3800A-US INVERTER W/INTEGRATED GEC IRREVERSIBLY SPLICED TO DC DISCONNECTS EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE 1 STRING OF + MPPT 1 20A 2P 16 MODULES -AC OPT.CURRENT=11.43A DC M OUTPUT INVERTER (IF APPLICABLE) C MIN.NEMA3R UL LISTED JUNCTION BOX WITH 90•C TERMINAL RATINGS CONDUIT ELEVATION:1/2 TO 3-1/2"=22"C 42 MODULES TOTAL LOCATED ON ROOF HIGH AMBIENT TEMPERATURE:29"C 42 x 222(PTC WATTS)x 0.98=9138 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-16"C GABOR MENYHART ROOFTOP AMBIENT TEMP(Tcorr):51"C=0.76 SE6000A-US MAX OUTPUT CURRENT=25A CONDUIT FILL(Cfill):0.8 BREAKER SIZE=25A x 1.25=31.25A=>35A 35 ABEGALE SNOW RD _ Inom=(16 x 250W)/350V=11.4A SE380OA-US MAX OUTPUT CURRENT=16A WEST BARNSTABLE,MA 02668 OPERATING VOLTAGE=35OVDC(REGULATED) CONTINUOUS USE=Imax"1.25=15A BREAKER SIZE=16A x 1.25=20A=>20A (508)364-1735/#2102733 CONDITIONS OF USE=Imax/Tcorr/Cfitl 200 x 1.2=240 =15A/0.76/0.8=24.67A 240-200(MCB)=40A CONDUCTOR SIZE FOR 24.67A DESIGNED BY: REV#:I DATE: MAX ALLOWABLE AC PV BREAKER=40A INSTALLATION SHALL USE MIN.#10 AWG PV-3.0 ANEWCOMB 1 0 110112114 511NOEVRY NC.BB FRNOOIN ST SNIE]10 O/J6IND,GN601 DF/NEVxx1MB 0aF:—LOubrl:M.1--21027]]9Vt 81en9x":117 TNESEDR G%SPECIFp TIONAMODESIO N MEPROPERWOFSUNG WNC,MO TBNNLBECONEDORUMOFOROR WnN NIV OTNER VroRx OTNERTNI,H TNESPECDIC PIIOJECTFOR WNICH THEY IUVEeEFN DEVELOPED YATNOUT pM YOUTTEN CON]ENT 1 2 3 4 5 NEC 690.5(c) NEC 690.31(E)3&4;2012 IFC 605.11.1 INTERACTIVE PHOTOVOLTAIC POWER SOURCE PLACE THIS LABEL ON INVERTER(S)OR NEAR PLACE ON ALL JUNCTION BOXES,EXPOSED GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS RATED AC OUTPUT CURRENT(A): 41 AND PENETRATIONS,ADJACENT TO THE NOMINAL OPERATING AC VOLTAGE(V): 240 MAIN SERVICE DISCONNECT WARNING INVERTER 1 DC DISCONNECT PHOTOVOLTAIC SYSTEM DISCONNECT WARNING ELECTRIC SHOCK HAZARD RATED MAX POWER POINT CURRENT(Imp): 18.6 A IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER RATED MAX POWER POINT VOLTAGE(Vmp): 350 A NORMALLY GROUNDED CONDUCTORS MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE SHORT CIRCUIT CURRENT(Isc): 10.9 NEC 690.35(F) INVERTER 2 DC DISCONNECT NEC 690.17(E) PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX, PLACE THIS LABEL ON ALL DISCONNECTING DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED PHOTOVOLTAIC SYSTEM DISCONNECT MEANS WHERE ENERGIZED IN AN OPEN POSITION CIRCUITS MAY BE EXPOSED DURING SERVICE: RATED MAX POWER POINT CURRENT(Imp): 11.4 WARNING WARNING RATED MAX POWER POINT VOLTAGE(Vmp): 350 50 MAX SYSTEM VOLTAGE(Voc): 500 ELECTRIC SHOCK HAZARD SHORT CIRCUIT CURRENT(Isc): 10.9 DO NOT TOUCH TERMINALS ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD THE DC CONDUCTORS OF THIS SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED POSIT I ON ! AND MAY BE ENERGIZED NEC 705.12(D)(2)(b) B B PLACE THIS LABEL AT P.O.C.TO SERVICE DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND SUBPANEL IF APPLICABLE)) NEC 705.12(D)(2)(c) PLACE LABEL ON ALL EQUIPMENT CONTAINING NEC 690.56(c) WARNING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT INVERTER OUTPUT CONNECTION SOURCES. DOWN IS INSTALLED DO NOT RELOCATE THIS OVERCURRENT DEVICE WARNING PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN NEC 705.12(D)(3) PLACE LABEL ON ALL EQUIPMENT CONTAINING THIS EQUIPMENT FED BY MULTIPLE POWER OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER SOURCES.TOTAL RATING OF ALL OVERCURRENT TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE DEVICES,EXCLUDING MAIN SUPPLY SOURCES. OVERCURRENT DEVICE,SHALL NOT EXCEED AMPACITY OF BUSBAR CAUTION c CONTAINS MULTIPLE POWER CUSTOMER INFORMATION: SOURCES GABOR MENYHART 35 ABEGALE SNOW RD NOTE: BACKGROUND AND LETTERING COLORS FOR WEST B-1735/ 210 73 02668 SIGNAGE/LABELS SHALL COMPLY WITH(IN ORDER OF (508)364-1735/#2102733 PRIORITY)AHJ&FIRE DEPARTMENT AMENDMENTS, STATE CODE,AND ANSI GUIDELINES.THIS PAGE IS INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. DESIGNED BY: REV#:I DATE: PV-4.0 ANEWCOMB 1 0 10/12/15 SUIroEVOY NC.63 FRNlIO)N ST SUITE]IO¢WJIND. 1NESEDM G3.3PEC61GTN)N; DES SRRETNEMKRTVOF3UNGE WWC.NO PMT3NN13ECOPIEDORUSEDFOROR WRNNNVOi11ERWORROTNER TWN TH S3 MICPROJEtt FORW1YCNiHEVW.VEBEENDEVELOPEDN1lH WRWRI NC SN T 1 2 3 4 5 A A DIRECTORY LABEL PER NEC 705.10 POWER TO THIS BUILDING IS SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN LOCATION OF AND UTILITY METER LOCATION OF MAIN SERVICE ENTRANCE IN BASEMENT m B B D DRIVEWAY s LOCATION OF INVERTERS WITH INTEGRATED DC DISCONNECT C CUSTOMER INFORMATION: GABOR MENYHART 35 ABEGALE SNOW RD WEST BARNSTABLE,MA 02668 (508)364-1735/#2102733 DESIGNED BY: REV#: DATE: ANEWCOMB 0 10/12/15 PV-5.0 SUNOEVIN WC.00 FRNISUN ST SUITE]IOMgNJD,GW6N By:IiNEWCOMe Dmr—Lcatlon:MmmJl,en�110lI]]eVl SNln Sh�:ll�lT TNESE DRAWMD9,SPECFIGigN$MIDDE91DN9JJtEiNEPROK-0FSUNOENW=.WO TSw LBECOPIEDORUSEDFORONWRN Oi RwO Oi Ri TNESPEC6lCP JECTFORWNICNTNEY ESEENDEVEEOPEDW9 TOURWRIrtE SENT -hh'Fgreen.com/sokr/en Hyundai ;p Electrical Characteristics I Poly-crystalline Type SoW Mod:W NoMro at Pmx(Pmpp) I w tk.._...�2as •� 255 Vohage et Pmax lVmPPI V i _ 30.]_ 30.9 31.0 Current at Pmax(Irnpp) A 8.0 I1.i_ 8.2 �_�- _-37 Hyundai Heavy Industries was founded in 1972 and Is a Fortune 500 company.The company employs more than 48,000 people,and has a global Ocenckcult votage IVa) I V 3]3. ._� _37.4-- -T- 8.8 leading 7 business divisions with sales of 513 Billion USD In 2013.As one of our core businesses of the company,Hyundal Heavy Industries is Short circuit cunem(I'd a A I e.s 1 as committed to develop and Invest heavily In the field of renewable energy.Hyundai Solar is the largest and the longest standing PV cell and output tolemrce t % module manufacturer in South Korea.We have 600 MW of module production capacity and provide high-qualitysolar PV products to more than No.of cells&connectbns pcs 6o in series P Pa tY P Pr 1 3,000 customers woddwlde.We strive to achieve one of the most efficient PV modules by establishing an R&D laboratory and Investing more Cell ryce - 6'Poytrystallln'e licon than20Million USDoninnovativetechnologiex Module efficiency { % Is.o 153 ? 15.6 peraturecce pp - _ Tem ffclem of Pm 9aA[ -0.43 -0.a3� -0.43 Temperature coefficlem PfV. } WK 4l.322 -0.32 ! -032 Poly-crystalline Type Temperature coa(fidemofI. WKo.0ee _ o.ae" Black-Black HIS-M245RG(BK)I HIS•M25ORG(BK)I HiS-M255RG(BK) YAIJ bats edummd]ev eowvxa Abpe myz<mgMMJa tp,a hake Mono-crystalline Type I Mono-crystalline Type I RG-Series HIS-S25SRG(BK)I HIS-S260RG(BK)I HIS-S265RG(BK) Nomirsal output lI'mpP) W i 2SS 260 265 Mechanical Characteristics Vohaga at Pmax lvmppl 1 V `31.0 31.1 31.3 Cu mat Pmax(ImPP) i A 8.1 8.4 - --_-- - - Open circuit voltage(Voc) j V 378 37.9 a' 998 mm137921 39 Ir"(W)x 1b40 mm164.579(LIx 35 mm 11.38'I(H) ... F � A9pa r-a 1792 kg(37.91bs) Short circuit current llscl F A 88 as 9.0 ® Outgntokrarce t % +3/0 60 cells In series(6 x10 matriz)(Hyundai cell,Made In Korea) s 60 in series No.of cells 6cannectbns pn C•lm rh'r1Ptx 4mm1(12AWG)cables with polarized weatherproofconnectors. Cep�,pe i �- -6'Mo�-1plelllne silk" IEC certified(UL listed).Length 1.0 m(39.4') Module efficiency T % ( ISA IS.9 16.2 a�. IP68,weatherproof,IEC certified(UL listed) Temcemwredce(fidem of Pmpp WK �•' '� 3 bypass diodes to prevent Power decrease by partial shade Temperaltn"oefi lent oNor 1 %/K -033 -033 -033 Front:High transmission low-Iron tempered glass,2.8 mm(0.11-) T.Motme-oafficientoflsc WK �OA32 OA32 CfDi11Ap'D:L1 Encapsulant:EVA Back Sheet:Weatherproof film(Black color) ■Md IIISM(SuemdTevCm Kc ),Aoo+omumavmdur•'ed.wno,n Pl�Mxe Clear anodized aluminum alloy type 6063(Black color) I Module Diagram I Iwar:mm.axN I IN Curves I High Quality w •IEC 6121 5 and IEC VDE •Ullisted(UL 1703),Class C Fire Rating•Output power tolerance+3/-0% •ISO 9001:2000 and ISO 14001:2004 Certified u •Advanced Mechanical Test(B4O00 Pa)Passed(IEC 61215) /Mechanical Load Test(4O 1bs/ftl Passed(UL) 3 vwm •Ammonia Corrosion Resistance Test Passed •IEC 61701(Salt Mist Corrosion Test)Passed van Fast and Inexpensive Mounting •Delivered re ady for connection •IEC 0,10 certified and weatherproof connectors c •Integrated bypass diodes stc'�•c` ° " " aroM Limited Warranty Istyear.97% IInstallation Safety Guide I 46-C:2 _ •After 2nd year:0.7%annual degradation Only qualified personnel should install or perform maintenance. ao-85'C 80.2%for 25 years •Be aware of dangerous high DC voltage. 7tirTrurszm-v DCI,=VOEC) •Please refer to the Hyundai Limited Warranty for more details. .Do not damage or scratch the rear surface of the module. DC 60oV IUU •ftnt-Node enve'"my •Do not handle or Install modules when they are wet. I S A P,e vw,vttks a14aY atly to theI......t o it. Ikaw Ndrnuies CO,IIJ:i Iglu IVwest laiowl atd ryuhxl so6lIlWiNxv m It. Inlntedone-TIN I ®. ;��P �� AHYUNDAI Q � 6alea6Merkadn9 AHYUNDAI 2^'FI,NWndal Well.75,YW{pk♦a.Iongroyu,Seoul I 1p)93.Kaea w. va HEAVY INDUSTRIES °HO TA:T82.2.7a 517,7422.7%3 Fa 82-7.74&7675 HEAVY INDUSTRIES i AHYUNDAI' CERTIFICATE OF COMPLIANCE HEAVY INDUSTRIES CO.110. www.hhi-green.com/solar Certificate Number 20141021-E325005 Appendix)Module Installation Instruction(HIS-MxxxRF,HIS-MxxxRG,HISSxxxRF,HlssxxxHG) Report Reference E325005-20131209 The installation methods which are described in Hyundai Heavy Industries installation Manual are .Issue Date 2014-OCTOBER-21 covered by 2,400Pa Warranty. Method 2400 Pa 5400 Pa Issued to: HYUNDAI HEAVY INDUSTRIES CO LTD 1-5 t t t EUMSEONG GUIN OI-MYEON Bolting Long Bar CHUNGCHEONGBUK-DO 369-872 KOREA This.is to certify that PHOTOVOLTAIC MODULES AND PANELS representative samples of "HiS-SxxxRF,HiS-MxxxRF,HiS-SxxxRG and HiS-MxxxRG Series with specific construction described in installation instructions compliant to Photovoltaic Module Fire L/4 Performance Type 1" t l00mm Have been investigated by UL in accordance with the L/2 I Standard(s)indicated on this Certificate. Long Bar —I Clamping 1 Standard(s)for Safety: UL 1703"Standard for Safety for Flat-Plate Photovoltaic i Modules and Panels", ❑:Clamping area L I ULC ORD/C1703-01"Flat-Plate Photovoltaic Modules and ❑:Additional Panels", support bar Clamping Area sU4 U8 I Additional Information: See the UL Online Certifications Directory at area .U4 ry ❑:Additional L www.ul.com/database for additional information Clamping area for slipping UBs Clamping Area sU4 snow t 100mm Only those products bearing the UL Certification Mark should be considered as being covered by UL's Certification and Follow-Up Service. U2 Sj4 _ S/4 Look for the UL Certification Mark on the product. Short Bar S S I Clamping Area SS/4 L S/8s Clamping Area SS/4 - Note 1)The certified mounting method is bolting method by TOV Rheinland. 2)The Mounting method has been qualified by Hyundai Heavy Industries,and the mechanical load tests O are based on IEC61215 ed.2. m ue r..m"na uc"am»xr..x"xw.»„m..aemuammtscrmou . Soles Office Page 15 of 15 Factory 121h Fl.,Hyundai Bldg., 313.Soi-ro,Sol-rayeon,Eumeong-pun, Page 1 of 1 75.Yulgok-ro,Jongnogu. Chungrheongbuk-do 36M72,Korea Seoul 110.793,Korea Single Phase Inverters for North America solar=es s o l a r =@@ SE3000A-US I SE380OA-US I SE5000A-US/SE6000A-US I SE760OA-US I SEl0000A-US ISEI140OA-US SE3000A-US SE390OA-US SESOOOA-US I SE6000A•US I SE76MA-US SE10000A-Us I SE1140OA-US OUTPUT Nominal AC Power Output 3000 38M 5000 6000 7600 9990@201" ]1400 VA SolarEdge Single Phase Inverters ............................................................................................................................1 .@: .............................. 5400 @ 208V 108M @ 208V For North America Max.AC Power Output 3300 4150 6000 8350 12000 VA ---------------------------- -.,,,,,,-,5450 240V 30 SO 240V, ....1.?............................................... ...... ............................. AC Output Voltage Min:Nom:Max.nl / / / Output 8-229 Vac :.......................................... .......::...................................................................................................................... SE3000A-US SE380OA-US If SE5000A-US SE6000A-US AC Outp AC ulpul Voltage Min:Nom:MaxP' J J J J ! I SE760OA-US/SE10000A-US/SE1140OA-US 211.24°.264va4 ...............................................................................6.-60.5(wit...Icou try selling....................................-.................... AC Fret)u4ncY Min,Nom.Ma........................................593:60:60.5(with/1.country setting 57,:60,;fi0:5).,---,.,...,,-.,.,-.,-.--.,,.,-........... Max.continuous 0 tP t C.r... .. ....12.5......I.... 16 ....I..21�1 2 Oy..I.... 35.....I......32.......I.. 2�4y...I......a�.5...........�...... GF01 Threshold ...............e.................................................................!:..... .j F UHII Monitorin,Islandin Protecrion,Count ConO unable Thresholds Yes Yes INPUT --- 0 13500 15350 W 1 6750 8100 3025 Maximum DC Power STC) 4050 5 00 .+i'.sC Trans(ormorless UnBrounded...................................................................Yes....................................................................... - � Max.Input Voltage 500 Vdc ',�y ....................................................................................................................................................................... ........ e Wgise••-• Nom.DC input Voltage 325 @ 208v/350 240V Vdc i .............. .. ................ .. m ........ ......... ....... ....34.5... Adc Max.Input Current 9.S 13 1 5 24 V- 18 23 30.5 240V �� Max.Input Short Circuit Current......................I.............. ... ........45.................... ............................. ndc a ...............................................................................................Yes...................................................................... ReversePolaril Prolecnpn ..... Ground-Fault Isolation Detection 600kp Sensidvit,.. , ,,,- -„,-,,,,,-,-, ....................adon.etec..........................................................................Y ........... i �; Maximum Inverter EKdency 97.7 98.2 98.3 98.3 98 98 98 % t ..;. ...........g................................................................97.5 @ 208V................. .. 97 @ 208V ........... ' CEC Weighted Efficiency 97.5 98 97.S 97.5 t .............................. ......98 @.Mpy..................................s7;5 @ iapy...................... .. .. ............. .....................-98... Ni hldme Power Consumption <2.5 <4 W ADDITIONAL FEATURES F Supported Communication Interfaces ...................................R5485_RS232,Ethernet,IigO Agpdpnal) Revenue Grade Data,AN51 C32.1 DPnonala Rapid Shutdown-NEC 2014 69012 1 FunctlonaBtY enabled when SolarEdge rapid shutdown kit is installedl" STANDARD COMPLIANCE Safety U11741,UL...... UL3998,CSA 22.2 .................................................................................................................................... +. Grid Conne<dan 5tarrclards------------- -- IEEE3547 -�-- � - Emissions FCC partly class 0 A? 'INSTALLATION SPECIFICATIONS AC Output Conduit site/AWG range 3/4'minimum/166 AWG 3/4"minimum/8-3 AWG ..-DC innu.t con d.u..it..s.l:.e../k of.s.M..n..g.s/... .....................3./.4."..m..i nimum../1-2.s.t.r.ia...../.1.6...6.A..W.G-......................3./.4*minimum 11-2 str.ngs/............. T AWG ran a 14.6 AWG ..........8.........................................................................................................................................................in ... ,-;,. 7' Dimensions with Safety Switch 30.5 x 22.5 x 7.21775 x 315x184 30.5x 12.Sx10.5/ s 775x315x260 `�r ..L.INMWtO)................................................................ min... 1.' Weight wlth5a(etr Swilrh.......................517/23.2..........I...................'4�./24:7..................... gg.4/40.1 ........... .................................. Natural i Al convection Goofing Natural Convection and internal Fans fuser replaceable) ran(user The best choice for SolarEdge enabled systems ........................................................................................................... ....rep(a«ab(e)................................................. Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Min:Maz.Operating Temperature ffi P ( 13 t...140/.25 t...60i to.60version o . teal) ...............F/.... Superior efficiency(98%) .aangq................................................................I Protection Radn6..............................................................................NEMA 3R........................................... .... .................. Small,lightweight and easy to install on provided bracket i n o`a4 .,m vjx s°u. :usumNria:ii{a icoow„„"k i:,sciaooiusa:tr xniF°' Built-in module-level monitoring w NPW 1—I ft s4 PM:sEs00aaso-I _ — Internet connection through Ethernet or Wireless aromon PM:Y•u.AU5004NNW ha 1G4pW Ln'enar3E164aMU54P3NNWl. Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 sunslcROHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEI. www.solaredge.us AUTHORIZATION TO MARK AUTHORIZATION TO MARK application of the Certification Marks shown below to the models described in the Products Product: SoUtilit Interactive Inverter This authorizes the app ( ) () Brand Name: SolarEtl e Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s)identified on the correlation page of the Listing Models: (models:Mowed , A to in,SE3800,SEe000,SE etc.) SE7000,SE7600 Report. (Option:followed by A to indicate Interface board,etc.) This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be applied only at the location of the Party Authorized To Apply Mark. Applicant: SolarEdge Technologies Ltd Manufacturer: Jabil Circuit(Guangzhou)LTD DEV EAST DISTRICT Address: 6 Ha'Harash Street 45240 Address: 128 JUN CHENG RD Hod Hasharon GUANGZHOU GUANGDONG 510530 CHINA Country: Israel Country: China Contact: Mr.Oren Bechar or Contact: Elaine Ouyang Mr.Meir Adest +972 9 957 6620#293 or Phone: +972 9 957 6620#131 Phone: 020-2805-4025/135-7023-5852 FAX: +972 9 957 6591 FAX: NA Email: OREN.B@SOLAREDGE.COM Email: Elaine.ouyang@jabil.com Party Authorized ToApply Mark: Same Manufacturer A Report Issuing Office: Cortland, NY 13045 Control Number: 4004590 Authorized by: for Thomas J.Patterson,Certification Manager o(Nus Interte_k :1 This document supersedes all previous Authorizations to Mark for the noted Report Number. TNs AWaimtonm Mark Is IUINoo=IWw use at kmlrmxa Clkml arlt b PmAtetP IMro tm GmAcatlonkPo^ntlti—Imcrmk erW Im 4bti.Idell"mspomidliry artl Iiwiy fro NribO.Na,—AM mrldlmns d tm apraomod.IMgrtok meomm roteWmy many PeM.Mwr rimn m IM C.-h AvnlEml.y Ne oPeomo..(or uy loss.a.anso.m—"otmabneE by tla uas of N Adh LVion m Mmk.Only tw Clknt b ouNnrbW m ImmN Opyino m dsnihtmn of Nb AUNabaton m WA aM Non ony h to embely.Iba d Immmkl CIAMI15on nork b .amME m No ColmitPm mkt out h t.a l—lo ant htlts AW IbAINn m Mark.My ft—Il of tho 1—k nomoror No—or AEyatsomonl d t.mab0 ncmnsl.Pond a"r*1 mW fkd W aWwo In lWn,by 1-0.INtlol Factory Anassm ld Fd u 3a ,a.fm Na W m If IMW*apgoPbm usapo d rlw Cep ion"*In ercemanw with ft oPsomPM,Noy oho nd for No pmpows or PomPlbn yw1ity-1 aM.-.lbys w CIMM d NNI ob.PW.In Nb I.Ped, Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-3453851 or 847.439-5667 Fax 312-283.1672 UL 1741 Standard for Safety for Inverters,Converters,Controllers and Interconnection System Equipment for Use With Distributed Energy Resources,Second Edition Dated:January 28,2010 CSA C22.2 107.1 Issue:2001/09/01 Ed:3 General Use Power Supplies -(R2011) Standard(s): UL SUBJECT 1699B,Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection-Issue No.2,20 1 3/0111 4 CSA TIL M-07,Interim Certification Requirements for Photovoltaic(PV)DC Arc-Fault Protection-Issued, No.1,2013/03/11 ATM for Report 3188027CRT-001a Page 1 of 8 ATM Issued:13-Nov-2014 ATM for Report 3188027CRT-001a Page 2 of 8 ATM Issued:13-Nov-2014 ED 16.3.15(1-13)Malltomry ED 19.].I](1Jan1�Mawovy ® T le Route ® - contend.NY 13045 Telephoho ne:(607)753-6711 FBcalnlile: (607)756-9891 —.lnlenel,Xoln SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20,2014 Letter Report No.101703554CRT-001 June 20'",2014 Project No.G101703554: • 3-ph Inverters: Mr.Meir Adest Ph:+972.9.957.6620 o SE9KUS/SE10KUS/SE20KUS when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx- SolarEdge Technologies Ltd email:meir.a@solaredge.com x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is 6 Ha'Harash St. HOD HASHARON,ISRAEL any number;inverter part number may be followed by a suffix Subject: ETL Evaluation of SolarEdge.Products to NEC Rapid Shutdown Requirements This letter report completes this portion of the evaluation covered by Interfek Project No.G101703554. Dear Mr.Meir Adest, ' If there are any questions regarding the results contained in this report,or any of the other services offered by This letter represents the testing results of the below listed products to the requirements contained in the following Intertek,please do not hesitate to contact the undersigned. standards: - Please note,this Letter Report-does not represent authorization for the use of any Intertek certification marks. National Electric Code,-2014,Section 690.12 requirement for rapid shutdown. Completed by: Radhe Patel Reviewed by: Howard Liu This investigation was authorized by signed Quote 500534459 dated 0 611 0/2 0 1 4.Rapid shutdown test were Title: Engineering Team Lead Title: Staff Engineer _ perform at SolarEdge Technologies Ltd,6 Ha'Harash St HOD HASHARON,ISRAEL and witness by Intertek personal on 06/17/2014. 1 Signature: Signature The evaluation covers installations consisting of optimizers and inverters with part numbersaisted below. ,Date _ .June 20 ,2014 Date: June 20 ,2014 The testing done has verified that controlled conductors are limited to not more than 30 volts and 240 volt- _ amperes within 10 seconds of rapid shutdown initiation. Applicable products: • Power optimizers: o PBxxx-yyy-zzzz;where xxx is any number,0-9,up to a maximum value where xxx=350;yyy could be AOB or TFi;and zzzz is any combination of four letters and numbers. o OP-XXX-LV,OP-XXX-MV,OP-XXX-IV,OP-XXX-EV;where xxx is any number,0-9. o Paaa,Pbbb,Pccc,Pddd,Peee;where aaa,bbb,ccc,ddd,eee is any number,0-9 to a maximum upto aaa=300,bbb=350 ccc=500,ddd=600;eee=700. o Pxxx,Pyyy,Pzzz,Pmmm,Pnnn and P000;where xxx,yyy,zzz is any number,0-9 to a maximum up to xxx=300,yyy=350,zzz=500;where mmm,nnn,000 is any number,0-9 to a maximum up to mmm=405,nnn=300,000=350 • 1-ph Inverters: o SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/SE76o0A-US/SE1000OA-US/ SE1140OA-US when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-x" which is part of kit SE3000-RSD-xx is Installed in the inverter Safety Switch where xxxxx-kx is any number; inverter part number may be followed by a suffix Page 1 of 2 TNe nano!b fN tM.W. um aI ak s CJbN on/b pravi/o0 lny, b Ma aprmn•N OaMoan ImNbk nM m r. IN Is, roan,, ltllky NW uoseay slo st1sn b as nano n1 t mrman.N ly oarmnmm IN aabmba m I=N to airy ad Niter tens by nd i b nc*in ItsvM, ty eA mmeN,for arn'un anam or ns 0 a att ft,ns ss vas of ttb report.0ry1'ep GTlms b o,eronzol ro mrskl mpylrp N!bnlblbn of Wa rotas orM l,Nl oNy in In lrlkrory.AM uo N No INetbY mmo a om at ib manb br no mb or o d by nit of ttb baba tilt na Wd.mrvbo mW k s Is o M,s,N ass M INNtak.Tro oroorvacom ortl by roNb N Nb ropM Ne robvsm eNy en®sbb Imb/.TNa roponMamtlloos rotlmply MN ab moro4N,pra/tct or mnAmbNroa mN Mm,nla en lrmr it prtiacronpmpom. YJ O gam 'tlntanik¢ Page2W2 IntHtN[ IntN Ilk IMenik InlCrlCk Inll1't!k iW;TCk 'Intenek Testing Services NA,Inc. Sp 12.1.2(11111110)Inbn native Muriel,Testing Service NA,Inc. So 12.1.2(11111110)Inbrnative • so I a r " • • = solar=@@ SolarEdge Power Optimizer Module Add-On for North America P300/ P400/ P405 SolarEdge Power Optimizer P3DD P400 P405 T (for 6 11 modulm) Mr lz 6 96xg11 modulgsl (ror tldn Rlm modules) ' Module Add-On For North America INPUT Rated Input OC PRy e'1........................................300.............................400 ..................405...................W...... . ........... P300 / P400 / P405 Absolute Maximum Input Voltage • 48 80 125 Vdc (Voc at lowest temperature)..................... _ MPPT Operating Range............................ ......8,:48. .8-8.........I..... 12.5.105 Vdc ...... ......................... ................................................ Maximum Short Circuit Current Ilx) ..................................................10 Adc Maximum DC Input Current 12.5.............„-,,.,-„--„--,,,--,,,,,-,...........Adc..,,, ........................................................................... • Maximum Efficiency 99.5 % Weighted,EtficiencY................................................................................98:b .............%....., Overvoltage Catego .....It OUTPUT DURING OPERATION POWER OPTIMIZER CONNECTED TO OPERATING INVERTER Maximum Output Current 15 Adc ................................................................................................................................. Maximum Output Voltage 60 I_ 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage pe Power Optim ier 1 Vdc STANDARD COMPLIANCE r • EMC ,,,,,,,,,,,,,,,,,,,,,,FCC PanlS Class B,IEC61000.6.2f 1EC61000-6-3 �. Safety...............................................................................IEC62109,1(class II safetYl.U...... ........................................... ...+✓ ,: r G RoHS Yes 'tc WJa�tly (r INSTALLATION SPECIFICATIONS . Man m Allowed System Voltag ..................................................... 1000... .......................................Vdc.....Pzxx-2 series 141 z 212 x 40.5�5.55 z 8.34 x 1.59 mm/in ..................................................................0.5/5..5 x 8...................................................... Dimensions(W x I.x H) 128z152x 27.5/ 128z 152z35/ x. mm/in Pxxz-5 senes Sx597xl O8 I Sx5.97z1.37- S..5.97 128z152 x1.89 ...................................................... ..............:.......:.................................................................... ..................... Weight(including cables) Pxxx-2 series 950/2.1 ..xxx- ser':............................................................................ .. $......... Pxxz-Sseries ...........770.�.1:� I.........930.(.2:05 I,-,...,,,.,930/.2.05.............gr�lb,,. Input Connecor. ........................................MC4 Cornpatible........................................... Output Wire Type/Connector .. ...........................Double Insulatedi Amphenol , ............................... ............. Output.Wire Length..... ........ .. ... ..... 0 95.�.3:�. ...I...... 1 2/3.9................................^! h.... ..Operatin8 Tempefature Rang�.........................................................:40,;+85 J:a0..t185..........................................4�.F... Pzxx-2 series Protection Rating ' . IP65/NEMA4...............................................vz!b... ................................. Pxxx:Sseries................................................IP68/NEMA6P I 8r/lb... -Relative HumidilY...................... ..............................................�..300 ...%...... ............ ................................................. hMM glC power of the mohub.Moeuk olupte•gY power mleraruh albwetl. PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 490V A SOLAREDGE INVERTERIP Minimum String Length g 10 16 (Power Opnmirers).................................................................................................................................................. PV power optimization at the module-level Maximum5tringlength 25 25 so Up to 25%more energy 1, (Power Opdmizers).................................................................................................................................................. ,Maximum Ppwer.per String...................................5250 ...,.--,..._6W0 ...........,12750 .,-MV,,._„ ............... Ves................ ..........,.... Superior efficiency(99.5%) Parallel Strings of Different Lengths 'I - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading or Orientations ............................................. . ..........:...„-,-- ,,,--.,,.................................:.................... .......................................... pr It Ir rvr xlbw�tl to m,DeeS whl,D3pp/D350/DaOp/pfi0p/%Op N oro nring. — Flexible system design for maximum space utilization - Fast installation with a single bolt - Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - IAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us Aftk IRONRIDGE Roof Mount System AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing y Report.This authorization also applies to multiple listee model(s)identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may tte applied only at the location of the Party Authorized To Apply Mark. r Applicant: IronRidge,Inc. Manufacturer: IronRidge,Inc. -�' Address: 1495 Zephyr Ave Address: 1435 Baechtel Road Hayward,CA 94544 Willits,CA 95490 Country: USA Country: USA _ 1IM11 Contact: Yarn Schwarz Contact: Jim Norsworthy Phone: (800)227-9523 Phone: (800)227-9523 (510)225-0973 FAX: (707)459-1833 FAX: (707)459-1833 Email: yschwarz@ironddge.wm Email: jnorsworthy@ironddge.com Parry Authorized To Apply Mark: Same as Manufacturer /+ Report Issuing Office: Lake Forest,CA ! n.dRnnwA-.D-r ' <-•.3l", —'- ���r -�- 'T�. -s--��-- `"-�-� Y Control Number: 4007559 - --Authorized by: — `Y✓""" for Thomas J.Patterson,Certification Manager \,I us Built for solar's toughest roofs. _-7 Intertek— __ This document supersedes all previous Authorizations to Mark for the noted Report Number. IronRidge builds the strongest root mounting system in solar.Every component has been tested to the limit ^»^ pAbed^^�°�� °°•°d• • ••°aa°"°°° "�°�•'�°° °°wnh90"°"°°°'�'•""""" �""°'"°" ade.a m u»u�...mmmmu d ue ax.rmen nmm.ewu.e mleery oem rom.m,e menu Fnn.re�.doxme,m.w meaFemxN.Iw."r m,e.d.�o x�a.«mmea and proven in extreme environments. wN.xda x.^ �d�^w d o NN.��•dw«d^m, md ,a°..x .""""°.caret°w"�"°°".^awno.N�"ee"`�N""• m"� mo.am moommnrm ax a da ase<n�x ma Nice au,n�lm u wn.,vynm.r,�mue nwNx eme m,and mn w.a.n�n.dl da mara mwAmt woaw w.wco mw NY ddepp,wdd nwtYp dy NbxK'.NWIFp 1a'/Pu®nmM utl rab�W 6uvitw me Ica Ilm PWmd peaR dCPtP�N dwY.G d,e Memla,ro,M n madmen�,mo 4�^.N. Our rigorous approach has led to unique structural features,such as curved rails and reinforced(lashings,and is also why our products are fully certified,code compliant and backed by a 20-year warranty. Intertek resting services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847.439-5W7 Fax 312-283-1672 Strength Tested PE Certified UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate All components evaluated for superior Pre-stamped engineering letters Standard(s): Photovoltaic Modules and Panels,Issue Number:1,October4,2010 ® structural performance. available in most states. Product: xR Rails with Integrated Grounding. Brand Name: NIA Models: 51-61GD-005,51.61GD-0058,51-5000-001.and 51-05-001 © Class A Fire Rating Design Software Certified to maintain the Lire resistance ® Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty ® UL 2703 system eliminates separate Twice the protection offered by module grounding components. competitors. ATM for Report 101541132LAX-002 Page 1 of 3 ATM Issued:10-Nov-2014 eo rs.�a(IJeNIJI�armmrt ME /ld IRONRIDGE Integrated Grounding System Installation Overview Install Roof Attachments + Simplified Grounding Install appropriate roof flashing and/or standoff for roof type. For Greater Safety& Lower Cost Attach L-Feet to flashing or standoff. Traditionally,solar modules are grounded by attaching I lugs,bolts or clips to the module frame,then connecting _____ prepare Rail Connections r these to a copper conductor that runs throughout the array.This process adds time and cost to the installation, Insert splice into first rail,then secure with Grounding Strap and and often results in improper grounding,creating _ self-drilling screw. significant long-term safety risks. •Slide second rail over splice,then secure with opposite end of The IronRidge Integrated Grounding System solves these Grounding Strap and self-drilling screw. challenges by bonding modules directly to the mounting rails.This approach eliminates separate module Mount&Ground Rails grounding hardware,and it creates many parallel grounding paths throughout the array,providing Attach rails to L-Feet and level rails. i S� greater safety for system owners. — r Grounding Mid Clamp •Install one Grounding Lug per row of modules. Each Grounding Wd Clamp pierces through the Anodized coatings of both the module frame and •Connect Grounding Lug to grounding conductor. _ the mounting rail to form secure electrical bonds, which are repeated throughout the array. Install Modules&Clamps Ojt Install first module using End Clamps and Grounding Mid Clamps. Install additional modules using Grounding Mid Clamps. -� Finish row with a second pair of End Clamps. Testing&Certification � The IronRidge Integrated Grounding rai Module Frame Compatibility System has been tested and certified to Dimension Range " UL 2703 by Intertek Group plc. FA 31.Omm-51.Omm t� - o o ' A B 5.08mm(minimum) UL 2703 is a proposed UL standard o for evaluating solar module mounting Any module frames whose parameters are not listed In the and clamping devices.It ensures these provided table have not been tested for compatibility. Q devices will maintain strong electrical and o _ 3 mechanical connections over an extended a a The Grounding Clamp has proven robust In grounding 60cell and period Of time in extreme outdoor 72-cell solar module frames with box construction and a range of environments. anodization thicknesses. 2 y - The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction f Grounding Strap • Of UL 1703,the solar module testing within the parameters stated above are compatible with the Grounding straps are used to standard,including temperature and IronRidge Integrated Grounding System. bend rail-to agconnections. % Grounding Lug humidity cycling,electrical and mechanical They are only required on the Asingle Grounding Lug 1 reli vdtn me grounding lug. load testing,and manufacturing quality O Go to ironridge.com/ig .{.- connects an entire row of PV modules to the reviews. grounding conductor. - 8431 Murphy Drive Middleton,W153562 USA SN/L. Starling Madison Lofquist, Inc. Telephone:608.83%400Consulting Structural and Forensic f.nginecr5 =Facsimile: 608.831.9279 I I� - interteK.Com 5224 South 391 Street,Phoenix,Arizona 85040 Test Verification of Conformity tel:(602)438-2500 fax:(602)438-2505 www.smleng.com IronRidge June 16,2014 In the basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of 1495 Zephyl'Ave Page I of I I the referenced specMcations at the time the tests were carried out. Hayward,CA 94544 Applicant Name&Address: IronRidge,Inc. Attn:Mr.David F.Taggart,Vice President Products 1495 Zephyr Ave. Hayward,CA 94544 Subject: IronRidge XRIO Rail,Roof Flush Mounting System-Structural Analysis j USA Product Description: XR Rails with Integrated Grounding. Dear Sir. Ratings&Principle Fire Class Resistance Ratine: Characteristics: -Flush Mount 5 mmetrical. Class A Fire Rated for Low Slope applications when using Type 1,2 We have analyzed the IronRidge XRI O Rail for the subject solar module support system and and 3,listed photovoltaic modules.Class A.Fire Rated for Steep Slope applications with Typel, determined that,for the configurations and criteria described below,it is in compliance with the 2 and 3,listed photovoltaic modules.Tested with a 5"gap(distance between the bottom the applicable sections of the following Reference Documents: module frame and the roof covering),per the standard this system can be installed at any gap allowed by the manufacturers installation instructions.No perimeter guarding is required. Codes:ASCE/SEI 7-10 Min.Design Loads for Buildings&Other Structures International Building Code 2012 Edition Models: 51-61GD-005,51-61GD-0058,51-5000.001 and 51.65-001 California Building Code 2013 Edition Brand Name: IronRidge Roof Mount - Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Relevant Standards: UL 2703(Section 15.2 and 15.3)Standard for Safety Mounting Systems,Mounting Devices, Modules,dated Effective November 1,2012 by iCC-ES Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules Aluminum Design Manual,2010 Edition and Panels,First Edition dated Jan.28,2015 Referencing UL1703 Third Edition dated Nov.18, 2014,(section 31.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. The lronRidge XRi O Rail is an extruded aluminum section with an overall depth of 1.75 in.and a net Verification Issuing Office: Intertek Testing Services NA,Inc. area of 0.363 sq.in. The rails are used to support solar modules,typically,on the roof of a building. 8431 Murphy Drive See Exhibit A-attached. The rails are clamped to alumintmt angle brackets that are either attached Middleton,WI 53562 directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are Date of Tests: 08/27/2014 to 03/17/2015 mounted across the slope with a small clearance(Flush mounting)to the underlying roof structtue. Test Report Number(s): 101769343MID-001rl,101769343MID-001a,101915978MID-001&101999492MID-001arl-crl. This verification Is part of the full test report(s)and should be read In conjunction with them.This report does not automatically The installed solar modules are at the same slope as the underlying roof structure. Imply product certification. All loads are transferred to the roof framing through the angle brackets by simple bi-axial Flexure of Completed by: Chad Naggs Reviewed by: Gregory Allen the rails. The maximum span of the rails is governed by either the mid-span Flexural stresses or the Title: Technician II.Fire.Resistance Title: Engineering Team Lead,Fire Resistance deflection requirement that the rail not come into contact with the roof. i� I U Signature: Signature: , o / I Date: 03/3`o/zols' Date: 03/3o/zb15 The effect of seismic loads(for all design categories A-F)have been deternimed to be less than the effect due to wind loads in all load conditions and combinations. Therefore,the maximum allowable spans for common load cases are shown in Tables 1,2&3 below for 0-6 degree slopes,Tables 4,5, &6 below for 7-27 degree slopes,and Tables 7,8&9 below for 28-45 degree slopes. This verification isforthe exclusive use oftmerteksclient andisprovidedpursuant to the agreement between lnmrtekandits Client.imartek's nesponsibiliryandliabiliryme limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,enpense or damage occasioned by the use ofthis Verificorlon.Only the Client it authmired to permit copying or distribution of this Vedfeafion.Any use of the/ntertek name or one ofits marks for the sole or advertisement of the tested motena(pmduer orservlce must fine be appmv din writing by intertek.The observations and testinspectlon results Starling Madison Lofquisy Inc. Consulting Structural and Forensic Engineers referenced in this Verification ate relevant only to the sample tested/inspected.This Verification by itself does not imply that the material,product,orservice Is or has ever been under on In tenek certification program. GFT-OP.11a(24-MAR-2014) IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 8 of I 1 Mr.David F.Taggart Page 9 of 1 I IronRidge XR10 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XR10 Rail,Roof Flush Mounting System-Structural Analysis Table 7-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 1 Table 8-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 2 XR10 Wind Ground Snow Load XR10 Wind Ground Snow Load Rail Speed Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 PSI sf sf PSI sf sf sf sf PSI sf PSI psf PSI psf PSI PSI PSI psi 100 72 66 57 51 45 41 38 35 33 31 100 72 66 57 51 45 41 38 35 33 31 105 72 66 57 51 45 41 38 35 33 31 105 72 66 57 51 45 41 38 35 33 31 110 71 65 57 50 45 41 38 35 33 31 110 71 65 57 50 45 41 38 35 33 31 120 67 63 55 49 45 41 38 35 33 31 Category 120 67 63 55 49 45 41 38 35 33 31 Category 130 64 61 54 48 44 41 38 35 33 31 ry 130 64 61 54 48 44 41 38 35 33 31 8 140 61 59 52 47 43 40 38 35 33 31 140 60 59 52 47 43 40 38 35 33 31 150 58 57 51 46 43 40 37 35 33 31 150 56 56 51 46 43 40 37 35 33 31 160 55 55 49 45 42 39 37 35 33 31 160 53 53 49 45 42 39 37 35 33 31 170 53 53 48 44 41 38 36 34 33 31 170 50 50 48 44 41 38 36 34 33 31 100 68 63 55 50 45 41 38 35 33 31 100 68 63 55 50 45 41 38 35 33 31 105 66 62 54 49 45 41 38 35 33 31 105 66 62 54 49 45 41 38 35 33 31 110 64 61 54 48 1 44 41 38 35 33 31 110 64 61. 54 48 44 41 38 35 33 31 120 60 58 52 47 43 40 38 35 33 31 120 59 58 52 47 43 40 38 35 33 31 Category 130 57 56 50 46 42 39 37 35 33 31 CateCgory 130 55 55 50 46 42 39 37 35 33 31 C 140 54 54 48 44 41 39 37 35 33 31 140 51 51 48 44 1 41 39 37 35 33 31 150 51 51 47 43 40 38 36 34 33 31 150 48 1 48 47 43 40 38 36 34 33 31 160 48 48 45 42 39 37 35 33 32 31 160 45 45 45 42 39 37 35 33 32 31 170 46 46 44 41 38 36 34 33 31 30 170 43 43 43 41 38 36 34 33 31 30 100 64 61 54 48 44 41 38 35 33 31 100 64 61 54 48 44 41 38 35 33 31 105 62 60 53 48 44 41 38 35 33 31 105 62 60 53 48 44 41 38 35 33 31 110 60 58 52 47 43 40 38 35 33 31 110 59 58 52 47 43 40 38 35 33 31 120 56 56 50 46 42 39 37 35 33 31 120 55 55 50 46 42 39 37 35 33 31 Category 130 53 53 48 44 41 39 36 35 33 .31 Category 130 51 51 48 44 41 39 36 35 33 31 D 140 50 So 46 43 40 38 �34 6 34 32 31 140 47 47 46 43 40 38 36 34 32 31 150 47 47 45 41 39 37 5 33 32 31 150 44 44 44 41 39 37 35 33 32 31 160 45 45 43 40 38 36 33 3130 16042424240 38 36 34 33 31 30170 43 43 41 39 37 35 3 32 31 29 170 39 39 39 39 1 37 35 33 32 31 29 Notes—see page I 1 Notes—see page 1 I n Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquisy Inc. g g g 9 IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 10 of I I Mr.David h.Taggart Page 1 I of I l IronRidge XR10 Rail;Roof Flush Mounting System-Structural Analysis IronRidge XR10 Rail,Roof Flush Mounting System-Structural Analysis Table 9-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 3 Notes-Tabulated values are based on the following criteria: XR10 Wind Ground Snow toad 1. Building mean roof height=30 R Rail Speed 2. Risk Category I Exposure mph 0 psf 10 sf 20 30 40 50 60 70 80 90sf sf sf sf sf sf sf at 3. Solartnodulclong dimension=67.5in 100 72 66 57 51 45 41 38 35 33 31 4. Provide 2 in.clear.between roof and mil 105 72 66 57 51 45 41 38 35 33 31 5. End cantilever span(max)=0.40 x maximum span from above tables 110 71 65 57 50 45 41 38 35 33 31 1 6. No rail splices in end spans 120 67 63 55 49 45 41 38 35 33 31 7. No rail splices in middle 1/3 of interior spans Category 130 64 61 54 48 44 41 38 35 33 31 8. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for 6 140 60 59 52 47 43 40 38 35 33 31 continuous rails of 3 or more spans. 150 56 56 51 46 43 40 37 35 33 31 160 53 53 49 45 42 39 37 35 33 31 170 50 50 48 44 41 38 36 34 33 31 Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 68 63 55 50 45 41 38 35 33 31 in a workmanlike manner in accordance with the"IronRidge Roof Mount Installation Manual'by 105 66 62 54 49 45 41 38 35 33 1 31 IronRidge and generally accepted standards of construction practice.Additional information is 110 64 61 54 48 44 41 38 35 33 31 available at the IronRidge web site,IronRidge.com. Verification of PV Module capacity to support 120 59 58 52 47 43 40 38 35 33 31 the loads associated with the given army shall.be the responsibility of the Conti-actor or Owner and Category 130 55 55 50 46 42 39 37 35 33 31 not IronRidge or Starling Madison Lofquist. C 140 51 51 48 44 41 39 37 35 33 31 150 48 48 47 43 40 38 36 34 33 31 160 45 45 45 42 39 37 35 33 32 31 The adequacy of thesupporting roof framing is to be determined by others. 170 43 43 43 41 38 36 34 33 1 31 30 100 64 61 54 48 44 41 38 35 33 31 105 62 60 53 48 44 41 38 35 33 31 Please feel free to contact me at your convenience if you have any questions. 110 59 58 52 47 43 40 38 35 33 31 120 55 55 50 46 42 39 37 35 33 31 Category 130 51 51 48 44 41 .39 36 35 33 31 D 140 47 47 46 43 40 38 36 34 32 31 Respectfully yours, 150 44 44 44 41 39 37 35 33 32 31 �tf+ `,.�� 160 42 42 42 40 38 36 34 33 31 30 a RES J. yc 7 170 39 39 39 39 37 35 33 32 31 29 WARNER Tres Warner,P.E. CIVIL H Design Division Manager 9 No.49432 Notes—see page I I ;OONAt�G�� Starling Madison Lofquist,Inc. Consulting Structttral and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Fofensic.Engineem. -to- 11- ® T le Murphy Drive 1 Y �. Middleton,WI 53562 USA Starling Madison Lofquist, Inc. Telephone:608.831.9400 279 Co ns u l t I ng Sl ru a turaI and Fo r e n s iC Errgi nerr5 Facsimile: 608.831.9279 www.intertek.com ��( �+(� 5224 South 39'Street,Phoenix,Arizona 85040 Test Verification of Conformity tel:(602)438-2500 fax.(602)438-2505 www.smleng.com lronRidge June 16,2014 Finthe basis of the tests undertaken,the samples)of the below product have been found to comply with the requirements of 1495 Zephyr'Ave Page 1 of I I ferenced specifications at the time the tests were carried out. Hayward,CA 94544 Applicant Name&Address: lronRidge,Inc. Attn:Mr.David F.Taggart,Vice President Products 1495 Zephyr Ave. Hayward,CA 94544 Subject: lronRidge XR 10 Rail,Roof Flush Mounting System—Structural Analysis USA Product Description: XR Rails with Integrated Grounding. Dear Sir: Ratings&Principle Fire Class Resistance Ratin¢: - Characteristics: I-Flush Mount(S mmetrlcal). Class A Fire Rated for Low Slope applications when using Type 1,2 We have analyzed the lronRidge XR10 Rail for the subject solar Module support system and and 3,listed photovoltaic modules.,Class A Fire Rated for Steep Slope applications with Typel, detennined that,for the configurations and criteria described below,it is in compliance with the 2 and 3,listed photovoltaic modules.Tested with a 5"gap(distance between the bottom the applicable sections of the following Reference Documents: module frame and the roof covering),per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. Codes:ASCE/SEI 7-10 Min.Design Loads for Buildings&Other Structures International Building Code 2012 Edition Models: 51.61GD-005,51-61GD-0058,51-5000-001 and 51-65.001 California Building Code 2013 Edition Brand Name: lronRidge Roof Mount Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Relevant Standards: UL 2703(Section 15.2.and 15.3)Standard for Safety Mounting Systems,Mounting Devices, Modules,dated Effective November 1,2012 by ICC-ES Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules Altnninuin Design Manual,2010 Edition and Panels,First Edition dated Jan.28,2015 Referencing UL1703 Third Edition dated Nov.18, 2014,(section 31.2)standard for Safety for Flat-Plate Photovoltaic Modules and Panels. The lronRidge XRI O Rail is an extruded aluminum section with an overall depth of 1.75 in.and a net Verification Issuing Office: Intertek Testing Services NA,Inc. area of 0.363 sq.in. The rails are used to support solar modules,typically,on the roof of a building. 8431 Murphy Drive See Exhibit A—attached. The rails are clamped to alumintull angle brackets that are either attached Middleton,WI 53562 Date of Tests: OS/27/2014 to 03/17/2015 directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are Test Report Number(s): 08/27/014 to 3/17/ 101769343MID-OOla,101915978MID-001&101999492MID-OOlarl•crl. mounted across the slope with a small clearance(flush mounting)to the underlying roof structure. This verification Is part of the full test report(s)and should be read in conjunction with them.This report does not automatically The installed solar modules are at the same slope as the tmderlying roof structure. Imply product certification. All loads are transferred to the roof framing through the angle brackets by simple bi-axial Flexure of Completed by: Chad Naggs Reviewed by: Gregory Allen the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the Title: Technician II,Fire Resistance Title: Engineering Team Lead,Fire Resistance deflection requirement that the rail not come into contact with the roof. UImo_ Signature: _: Signature: £�J Date: 03/3o/zols Date: 03/3o/zb15 The effect of seismic loads(for all design categories A-F)have been detemtined to be less than the effect due to wind loads in all load conditions and combinations. Therefore,the maximum allowable spans for common load cases are shown in Tables 1,2&3 below for 0-6 degree slopes,Tables 4,5, &6 below for 7-27 degree slopes,and Tables 7,8&9 below for 28-45 degree slopes. This Verncation is for the exclusive use of Inrertek's client and is provided pursuant to the agreement benveen Intertek and its Client.Intenek's responsibility and liability are limited to the temp and—rdirl..of the agreement.Intertek.assumes no liability to any pats,other than to the Client M accordance with the agreement,for any loss,expense ar damage occasioned by the use ofthis Verification.Only the Client is outhofred to permit capving or distribution of this Verification.Anyuseofthelntemknameoroneofirs ' marks for the sale or odvenisement of the rested marenak p,odua or service muse first be approved in canting by lnrenek.fie observations and testfnspection results Starling Mattison Lofquist,Inc. Consulting Structural and Forensic Engineers referenced in this Verification are relevant only to the sample tested/inspected.This Verification by Itself does not imply that the material,product,orservia is or has ever been under an In tenek certification program. GFT-OP-1la(24-MAR-2014) Iron Ridge June 16,2014 Iron Ridge June 16,2014 Mr.David F.Taggart Page 5 of I I Mr.David F.Taggart Page 6 of I I Iron Ridge XR10 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XR10 Rail,Roof Flush Mounting System-Structural Analysis Table 4-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table 5-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 2 XR10 Wind Ground Snow Load XR10 Wind Ground Snow Load Rail Speed Rail Speed 90 Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf 10 20 30 40 50 60 70 80 sf sf sf sf sf sf sf sf sf sf sf PSI sf PSI sf sf sf sf 100 75 65 55 49 43 39 35 33 31 29 100 72 65 55 49 43 39 35 33 31 29 105 75 65 55 49 43 39 35 33 31 29 105 69 65 55 49 43 39 35 33 31 29 110 75 65 55 49 43 39 35 33 31 29 110 66 65 55 49 43 39 35 33 31 29 120 75 65 55 49 43 39 35 33 31 29 120 60 60 55 49 43 39 35 33 31 29 Category r30 75 65 55 49 43 39 35 33 31 29 CateBgory 130 56 56 55 49 43 39 35 33 31 29 8 4071 65 55 49 43E39 35 33 31 29 140 52 52 52 49 43 39 35 33 31 29 5066 65 55 49 43 35 33 31 29 150 49 49 49 49 43 39 35 33 31 29 6062 62 54 48 43 35 33 31 29 16046 46 46 46 43 39 35 33 31 29 70 59 59 53 47 43 35 33 31 29 170 43 43 43 43 43 39 35 33 31 29 100 75 65 55 49 43 35 33 31 29 100 61 61 55 49 43 39 35 33 31 29 105 75 65 55 49 43 35 33 31 29 105 58 58 55 49 43 39 35 33 31 29 110 75 65 55 49 43 35 33 31 29 110 56 56 55 49 43 39 35 33 31 29 120 70 65 55 49 43 35 33 31 29 120 51 51 51 49 43 39 35 33 31 29 Category 130 65 64 54 48 43 35 33 31 29 CateCgory 130 48 48 48 48 43 39 35 33 31 29 C 140 60 60 53 48 43 35 33 31 29 140 44 44 44 44 43 39 35 33 31 29 150 56 56 52 47 43 39 35 33 31 29 150 41 41 41 41 41 39 35 33 31 29 160 53 53 51 46 42 39 35 33 31 29 160 39 39 39 39 39 39 35 33 31 29 170 50 50 50 45 41 38 35 33 31 29 170 36 36 36 36 36 36 35 33 31 29 100 75 65 55 49 43 39 35 33 31 29 100 56 56 55 49 43 39 35 33 31 29 105 73 65 55 49 43 39 35 33 31 29 105 54 54 54 49 43 39 35 33 31 29 110 70 65 55 49 43 39 35 33 31 29 110 52 52 52 49 43 39 35 33 31 29 120 64 64 54 48 43 39 35 33 31 29 120 47 47 47 47 43 39 35 33 31 29 Category 130 60 60 53 47 43 39 35 33 31 29 Category 130 44 44 44 44 43 39 35 33 31 29 D 140 55 55 52 46 42 39 35 33 31 29 140 41 41 41 41 41 39 35 33 31 29 150 52 52 50 46 42 39 35 33 31 29 150 38 38 38 38 38 38 35 33 31 29 160 49 49 49 45 41 38 35 33 31 29 160 36 36 36 36 36 36 35 33 31 29 170 46 46 46 44 40 37 35 33 31 29 170 33 33 33 33 33 33 33 1 33 31 29 Notes-see page I I Notes-see page I I Starling Madison Lofquisy Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -5- -6- IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 7 of I 1 Mr.David F.Taggart Page I I of I I IronRidge XRIO Rail,Roof Flush Mounting System-Structural Analysis IronRidge XR10 Rail,Roof Flush Mounting System-Structural Analysis Table 6-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes-Tabulated values are based on the following criteria: XR10 Wind Ground Snow Load 1. Building mean roof height=30 R Rail Speed 2. Risk Category 1 Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 3. Solar module Ion dimension=67.5 in sf sf sf sf sf sf sf sf sf g 100 59 59 55 49 43 39 35 33 31 29 4. Provide 2 in.clear between roof and rail 105 56 56 55 49 43 39 35 33 31 29 5. End cantilever span(max)=0.40 x maximum span from above tables 110 54 54 54 49 43 39 35 33 31 29 -1 6. No rail splices in end spans 120 49 49 49 49 43 39 35 33 31 29 7. No rail splices in middle 113 of interior spans Category 130 46 46 46 46 43 39 35 33 31 29 8. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for B 140 42 42 42 42 42 39 35 33 31 29 continuous rails of 3 or more spans. 150 40 40 40 40 40 39 35 33. 31 29 160 37 37 37 37 37 37 35 33 31 29 170 35 35 35 35 35 35 35 33 31 29 Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 50 50 50 49 43 39 1 35 33 31 29 in a workmanlike manner in accordance with the"IronRidge Roof Mount Installation Manual"by 105 48 48 48 48 43 39 35 33 31 1 29 IronRidge and generally accepted standards of construction practice.Additional information is 110 45 45 45 45 43 39 35 33 31 29 available at the IronRidge web site,IronRidge.com. Verification of PV Module capacity to support 120 42 42 42 42 42 39 35 33 31 29 the loads associated with the given array shall be the responsibility of the Contractor or Owner and Category 130 39 39 C 39 39 39 39 35 33 31 29 not IronRidge or Storting Madison Lofquist. 140 36 36 136 36 36 36 35 33 31 29 150 33 33 33 33 33 33 33 33 31 29 160 31 31 31 31 31 31 31 31 31 29 The adequacy of the supporting roof framing is to be determined by others. 170 29 29 29 29 29 29 29 29 29 29 100 46 46 46 46 43 39 35 33 31 29 105 44 44 44 44 43 39 35 33 31 29 Please feel free to contact me at your convenience if you have any questions. 110 42 42 42 42 42E3535 33 31 29 120 38 38 38 38 38 33 31 29 Category 130 35 35 35 35 35 33 31 29D140 33 33 33 33 33 33 31 29Respectfully yours, 150 31 31 31 31 31 31 31 29160 29 29 29 29 29 29 29 29 RES J.170 27 27 27 27 27 27 27 27 Tres Warner,P.G. o` WARNER O CIVIL n Design Division Manager No.49432 Notes-see page I Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -7- -11- i - I E-Mount Lag I QMSE - LAG E-Mount Lag Installation Instructions InstallatlonTools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, ITEM DESCRIPTION pry,/gp%` drill with 7/32"long-style biL drill or impact gun with 1/2"socket. THIS EDGE TOWARDS ROOF RIDGE NO. I FLASHING,9'%12'%.040'.5052.MILL 1 2 OBLOCK,CLASSIC.A360.1 CAST AL MILL 1 3 PLUG,SEALING.5/16"%7/9.FPDM/I"SS I ' 4 LAG SCREW,HIX XFAD.5/16'x5-1/2'.I"SS I ..� 5 IWASHER,FENDER,5/16-ID%1-I/4"00.18-BSS RACKING COMPONENTS _ NOTINCLUDED 4 3.00 C=hi s Locate,choose,and mark centers of rafters to be Carefully IIN composition roof shingle with roofing Insert flashing between 1 st and 2nd course.Slide mounted.Select the courses of shingles where bar,just above placement of mount.Remove nails up so top edge of Flashing is at least 3/4"higher 1 mounts will be placed. as required.See"Proper Flashing Placement'on than the drip edge of the 3rd course and lower next page. Flashing edge is above the drip edge of lst course. L_—9 Mark center for drilling. 2 1 1.29 _ Quick Mount PV° i TITLE: U AVAILABLE IN MILL,AND � QMSE-LAG:QMPV E-MOUNT ". o •1�"�. J .. BRONZE ANODIZED FINISHES WITH LAG BOLT .- prae?o1+rt`wv �-SIZE-DRAWN BY DFM REV f ' A w E: v2vn u 1 ' 5 4 3 c 2 aaus I - Using drill with 7/32"bit,drill pilot hole Into roof Clean off any sawdust,and fill hole with sealant Slide the flashing into position.Insert the rubber Lag Boll Specifications and rafter,taking care to drill square to the roof. compatible with roofing materials. plug Into the QBlock cavity. Do not use mount as a drill guide.Drill should be spovtia 0+any sr1S4aA pe.rd,+om 4ew' vm•anan par rl+vra44.pm 'long style bit:aka'aircmft extension bit'to drill om,gaa Fr.1e+N .so 366 tfis 1 W deep hole into rafter. 0-0.Rr,Saah .M 7K Z36 Er Wnm+m Sr...Lcdeapo Pna(MSR 16.1.lusher) .48 M 2S5 �•I-..Flr A3 GD6 212 � } TL�@ie • Ham.F,,tI r) .40 M 2D6 SeuDarn Pine 5S 821 DOY r '� - I ta`,K. Spruep.Pirro.Fir at 616 A SRnce.PYq.PoIE d2mMMm pu erq NYhor lMa4eaNMSR an4 MEL) .50 7Po 266 So,,ces:Amerlon Wood Councit ND5 20DS,T,ble 112 A 11.3.2 A 1)Thread mull be embedded inaratler or ether structural roof member ' 2)See NDSTabb I15.1C fa required edge diAances. Quick Mount PVR `. Slide the washer and the L-foot(not Included)onto Using a 1/2 Inch socket on an impact gun drive RESPECT THE ROOF the lag screw. the lag In until the QSlock stops rotating easily. DO NOT over-torque. BI 7.2.3-31 Sep-2014,Rev 1 BI 7.2.3-31 Sep-2014,Rev 1 Loess Product Datasheet DIAGRAM-TYPICAL CONFIGURATION ENERGY Zzz son smemed cars won M-0 INTERNET r� RESIDENTIAL SOLAR MONITORING SOLUTION MINIM The ...C. Itd�By9ND ---1�—� ELECTRICAL LGate • electronic watt-hour rernote • • photovoltaic - features a smart module • _�� -- SERVICE transmit meter data over cellUlar or Ethernet networks \ -- --- INVERTER(S) LGATE 120 PV ARRAY allowingowners and operators to easily •- DIMENSIONS • •solar assets. SOCKET METER t LOCUSENERGY METER BASE COMM MODULE METER MODULE I i f t 6.961n The LGa[e 120 combines a revenue-grade.solid-state power meter with an advanced communications gateway. 1&a 6.31 in These components work in conjunction to remotely monitor the performance of residential solar energy installation ram, _,`• regardless of panel or Inverter type.The LGate 120 is a one-piece completely under glass meter which installs r easily using a standard socket base.Performance data is uploaded in near real-time to the Locus Energy SDIar05 I �■ -tom monitoring platform which provides a suite of tools and analytics for asset managers. I 5.a6in:j 600 in� �—7.30 in —• DATA COLLECTION -- - -- - - AC energy data is collected by the meter and passed to the communications module.Additional system performance data can be collected directly from meteorological sensors and supported inverters via available RS-485 or Zigbee connections.All data is stored in non-volatile memory and then automatically uploaded to the SolarOS and SPECIFICATIONS SolafNOC platforms. Processor ARMS embedded CPU A—racy ANSI 12.20(Class 0.2%) OS Custom version of Lmux 2.6.OTA hrmyraie lode[ Voltage Inputs 120-480 VAC NETWORK CONNECTIVITY Memory 128 MID RAM Max.edrrantinput 200A Display LCO screen Service Type Single Phase,60 Hx The communications gateway inside the LGate 120 supports plug and play connectivity through a cellular or available t socket Type 2s Ethernet network connection.Once the unit is installed and powered on,it will immediately begin transmitting data without any configuration.For maximum reliability,the communications gateway will automatically route uploads EndoearA NEMA 311 Type between the wireless and wired connections if either of the networks are unavailable. weight 8 of 1 ANSI 12.20dass0.2% Dimensions 6.95•x 6.5•x 7.3• FCC Part ISB Environment .20 to 60C.all•weather PTCRB FEATURES ; warranty S year limited warranty _ ATST Carrier eom dance • ANSI C12.20 power meter Easy,low cost installation RS-485 and Zigbee inputs Doesn't require entrance into the building I MooelNumw.. Lc.rm2o•3c. LGarn7oacy Lc.muo-Tea Cellular-3G GSM J ✓ J GSM cellular or Ethernet connectivity Plug and play activation RS-4852 and 4 wire ✓ • Over the air Firmware updates LCD display Modbus - ✓ Zigbee ✓ Ethernet RJ-4510/100,DHCP(SIaUC J Single Meter Sockets -Without Bypass Single Meter Sockets -Without Bypass 125&200 Amp 125&200 Amp Application F Single meter position ►• • Receive ANSI C12.10 watthour meters • Surface or flush mount(see chart) Ol l F-Flush Mount• 1 W`tA- ' A. Construction _ :.y • Ring type (UI 204 MS68.2'Conduit Hub lA �-h t • 9 2A=th'-/•' j �• �` IUI 207 MS68A-MS73.MS68 NEMA Type 3R 4F=2'•Ph'-1t/a'-1' r 927 MS73-AL Screw Type Ring � jT' •ANSI mnu gray E-coat finish 4G=2'h'-2'-1th'-P/a' •Aluminum snap ring included SF-Semi Flush Mount Top Provision=See Chan _ SS•Stainless Steel - Standards Accessories Cam' • UL 414 Listed • 5th Jaw IGt-50365 •ANSI C12.7 • 200ATriplex Ground-ETB200 Oil(closed) U204(open) •AW Hub Knockout Layouts Psn/uPc Csblog Amp Kervics Ceoeectl Fig.1 Fig.2 Number Number gating Jews Type Accen Line Load Neutral Y •t 78205142000 Oil 125 4 10/3W OH/UG 114-Z/O 114.2/0 /14.1/0 Top Provision Top Provision 7820514204D Oil 125 4 10/3W OH/UG 114.2/0 114-2/0 #14.2/0 18205142045 Oil MS73 _ 125 _ 4 10/3W_ ._. OH/UG - 014:2/0 014.2/0_ 114.2N.. 78205142050 Oil SF 125 4 10/3W OH/UG 114-2/D 014.2/0 114.7/0 78205144MO 927 too 7 30/4W OH/UG /14.I/D 114.1/0 014-2/0 78205156000 204 _ 20 4 10/3W OH /6.25MCM 6.250MCM /6-350MCM �-�f O 78205156020 204 F -' 2000 - �4 16/3W OH /6.25O 1 MCM 6:ZSOMCM 16.350MCM 78205156030 204 F MS73 200 -4 10/3W OH /6.250MCM 16.250MCM /6.35OMCM '\/^\/1 78205156040 ZD4 MS68 200_ 4 _ _10/3W OH /6.250MCM A-250MCM /6.350MCM _ 78205156035 204 MS68A 200 4 10/3W OH 16.250MCM Ni-250MCM 16-350MCM ) 78205108490 204 MS73 200 4 10/3W OH 16.250MCM 16.250MCM A-350MCM 4F 78205156005 U204 200 4 10/3W UG 16.250MCM 16-250MCM 16-350MCM 4F 4F 4F 78205156045 U204F 200 4 1013W (1G 16.250MCM 16.250MCM 16-350MCM e4F. 78205156060 U204FMS73 200 4 10/3W UG 16.250MCM 16.250MCM /6-350MCM I •�' 78205156070 U2D4 MS73 200 4 10/3W UG 16.250MCM 16.250MCM 16.350MCM 4F IA 78205156140 U207 200 7 30/4W OWUG 16.250MCM 06.250MCM /6-250MCM 78205156170 U207F 200 7 30/4W UG /6.250MCM 16.250MCM /6-250MCM 78205156180 U207 MS73 200 7 30/4W OH/UG 16.250MCM 16-250MCM 16-250MCM Pen/OPc catalog -Overall Dim n iovs Top Knockout Number Num6ar Height Width Depth Provision Layam Fig.3 Fig.4 18205142000 Olt 12' 8' 41/i AW Hub Fig,1 Top Provision 78205142040 Oil 12' 8' 41/e 2'rrax KO Fig.I Top Provision 78205142045 Olt MS73 12' a' 41/e' AW Hub Fig.1 78205142050 Oil SF 12" 8' 4eh^ 2'max KO Fig.I 78205144MO 927 _ -_17' 8' 41/e' AW Hub Fig.l_ 78205156000 204 15, 8' 41/i AW Hub Fig.2 78205156020 2O4 F _ 15' 6' -6' 2'max KO fig.2 78205156030 204 F MS73 15' 8' 6' 2'max KO Fig,2 7820515604D 204 MS68 15' -8' 41/e' -- AW/2'Hub Fig.2 O 4F 0 4G 78205156035 204 MS68A 15' 8' 41/e' AW/2'Hub - Fig.2 78205108490 204 MS73 15' 8' 4s/a' Nate Fig.2 i 78205156005 U204 15' 12' 41/e' None Fig.3 78205156045 U204 F 15" '12" 6' _ '(2)2'max KO _ Fig.3 4G t�� 4F 413=- 2A 782051SM70 U204 F S73 15' 12' 6' None Fig.3 4F .y 78205156060 U204 F MS 15' 12' 46' None Fig.3 78205156140 U297 18" 12' 5' AW Hub Fig.4 AIC Note: 78205156170 U207 F I8' 12' 5' 2'/z'max KO Fig.4 For shun circuit current 7W 78205156180 U207 MS73 Ill' 12' 5' AW Hub Fig.4 ratings see page 131. B-Line Data subject to Mange without notice.Consult local utility for area acceptance.All dimensions are in inches. Data subject to Mange without notice.Consult local utility for area acceptance.All dimensions are in inches. B-Line by IF-T-M 5 Meter Mounting Equipment Meter Mounting Equipment 6 by B:T•N. 1 waacus ENERGY I October 22n°,2013 This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision Meter 2S CL200 and 16S CL320 socket meters,respectively. Each of these meters was certified to the ANSI C12.20(class 0.2%)standard by Underwriters Laboratory on June 7,2013 as part of the Vision Meter Family(Project Number 12CA71134;Job Number 1001541515,and Report Number R12CA71134- ANSI). ANSI C12.20 is currently recognized as the industry standard for electrical socket meters in both utility and PV monitoring applications.These tests cover both meter accuracy as well as several safety standards including electrical and environmental safety,as well as resistance to various types of mechanical shock. As electrical socket meters are generally installed and maintained by trained and certified professionals,rather than consumers,they do not fit the typical criteria for additional types of UL or IEC certification. If you have any further questions regarding the product certification of any Locus Energy LGate-branded device,please contact us at support(@locusenergy.com. The Locus Energy Team ' Locus Energy,LLC w .locusenergy.conn ir CAPE COD INS U L AT IO N � l A P b t,.=i $; 2]� 1111fY0uif SIAq{SSS SWAT fOAM lYS/{NO[0 fAR3 JURfYf Wf1Y1t10N f[I{INOS 1-800-69676611 DIVIF7, Town of Barnstable Z IZegulatory Services Building Division v 200 Main St Hyannis, IuIA 02601 �r r Date: Dear Building Inspector Please accept this Affidavit as documentation that Cape Cod Insulation, Inc. performed& completed the insulation and weatherization work at.the property listed below. Cape Cod Insulation did this in accordance to the specifications listed on the building permit application. All work has been inspected by a certified Building Performance Institute (BP•I) inspector. All work preformed meets or exceeds Federal & State Requirements. Property Owner Property Address Village fnsulation Installed: Fiberglass Cellulose R-Value Restricted Unrestricted A Ceilings K) Slopes ( ) ( ) ( ) ( ) ( ) 1;loors ( ) ( ) ( ) ( ) ( ) Walls X) ( ) ( /9 ) (x) ) Sincerely He ry E Cas y Jr, President C'• e Cod I . ulation, Inc. i I insulate Weatheriza'tion & 'Insulation 410 Grove 5t fall River,Ma o2723 Insulate2save.net 0 tit March 31,2014 Town Of Barnstable Thomas Perry,CBO 200 Mainz Street Hyannis,MA 02601 RE: 35 Abegale Snow Rd Dear Mr. Perry, Z11 This Affidavit is to certify that all work completed at Abegale Snow Rd has been,inspected by a certified BPI Inspector. R30 fiberglass added to attic space. R21 &R28 Cellulose was added to open attic space. All Work Performed Meets or exceeds federal and State Requirements. Sincerely, Roland Langevin Insulate 2 Save, Inc President CSL 103861 HIC 166311 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map_� �$ Parcel V v w Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address 35 SV u_o V_c Village We54- Owner Address 35 Ayzyo�" '(Z0. Telephone 50S- 3COL4 - 1-735 Permit Request .i_P,,,3A `,A ft-11 t i I c)S fir. nd) Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation l&850 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 2( Two Family 0 Multi-Family(# units) -- Age of Existing Structure ` Historic House: ❑Yes ❑ No On Old King' ighway:�q Ye '❑ No Basement Type: ❑ Full ❑ Crawl 0 Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sggft)i ^� Number of Baths: Full: existing new Half: existing new: Number of Bedrooms: existing _new rn Total Room Count (not including baths): existing new First Floor Room Count c' Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization 0 Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � � �ClV10,t_ i Telephone Number •SLp 7 Co 76U Address 91 U 6qw 2- License # Q Co ( -lab Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Q )i PrJ I 6L,--) "16 C-v r Q F Z-N-e r, Yy)q� SIGNATURE 4/ DATE 57I I L4 1 13 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED '} MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: `s FOUNDATION t FRAME INSULATION <'s FIREPLACE ' ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL 23 GAS: ROUGH FINAL ri FINAL BUILDING :i,t a DATE CLOSED OUT ik iE oft it o 67ay.Li ASSOCIATION PLAN NO The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a 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/Individual): i:l:�)ul ck* Address: L}10 C-S5TQVO? `�— City/State/Zip: YY',:N Phone #: Are you an employer?Check the appropriate box: Type of project(required): 1.2I am a employer with I S 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 shipand have no employees These sub-contractors have 8. ❑ 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 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no '� Qn employees. [No workers' 13.EXOther1 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:G-(A G Yd 1 o5UY-zy)CP iJy� Policy#or Self-ins. Lic.#: C?I I I q's I Expiration Date: /a Job Site Address:&& QCXQ��Q �u (2 +� City/State/Zip: , R-n-Y n-AT,-b 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 certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date S1 I Phone#: Co`7C-'-',"LP Official use only. Do not write in this area,to be completed by city or town offrciat 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#: 6 DATE (YWDD/YYYY) A�V CERTIFICATE OF LIABILITY INSURANCE 12/11/2012 THIS CERTIFICATE IS ISSUED AS A NATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMAT VELY 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,AI4D 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 endomement(s). tTNMCT PRODUCER 'NAPE: __ �.-F� ..--- .--'— HONE ANTHONY F. CORDEIRO INS. F.GCY. , INC. [AX. N,,.Emr-_(_508) 677-0407 _�(uc, NuY 1508) 677-0009—_— E-MAIL- 171 Pleasant Street ADDRESS: _ "--- vi+ooucER CUSTOMER ID Fall River, _ MA 02721- INSUI!kM AFFORrnNGGOVERAGE NAIC r INSURED INSURER A Atlantic Casualty Ins. Insulate 2 Save Inc. INSURER B :Torus S%>ecialty Ins. Co. - 410 Grove St INSURER C :Great American Ins. — INSURER D :Guard Insurance Group_ INSURER E Fall River MA 0t.720- INsuaER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POUCY EW POLICY EIIP INSR-• m TYPE OF INSURANCE INSR 'VIVO POLICY NUMBER .(MMIDOW) (MMIDDIYYVY) LTR U6/12/2012 06/121ZO13 1,000,000 A GENERAL LIABILITY y ! y M 081000174 EACH OCCURRENCE $ _. _. bGEY RENT D 100,000 X COMMERCIAL GENERAL LIABILITY PREMISES_(Ea_oculrlsnce $ . CLAIMS-MADE X,-OCCUR MED EXP(Arty oneperson)— 000 PERSONAL 8 ADV INJURY S 1 r . . _ _ —. 000,000 ._ --•-" —i -�-.— i / / / / GENERAL AGGREGATE _ $ 2,000,000 PRODUCTS-COMPIOP AGG S _2,000,000 GE_N•L AGGREGATE LIMIT APPLIES PER: X POUCY LOC AuroroalLE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO / / / / (Ea aeddent) BODILY INJURY(Per person) S -__ • .ALL OWNED AUTOS I BODILY INJURY(Per aoaderlt) $ SCHEDULED AUTOS I PROPERTY DAMAGE 's (Per accitlant) HIRED AUTOS ' NON-OWNED AUTOS / / / / '-- - 1$ X UMBRELLA LIAR X OCCUR Y Y I78264D12OALI i 6/12/2012 06/12/2013 EACH OCCURRENCE $ 2,000,000 —.._ B EXCESS LIAR —CLAIMSMADF: AGGREGATE—..—_ $ 2,.000,000 DEDUCTIBLE $ X RETENTION S 10,000 I 2/10/2012 12/10/2013 WC STATU- OTH- D WORKERS COMPENSATION JINWC311431 � }(_ OURY Ll)HII _ - •- — AND EMPLOYERS LIABILITY E.L.EACH ACCIDENT S 500_,.000 ANY PRopRIETORlPARTNER/EXECUTIVE Y/N / / OFFiCERNEMeER EXCLUDED? C N/AE.L DISEASE-EA EMPLOYEES_._.500`0OO (Mandatory In NH) Myes,deSGibeunder E.L.OISEASE-POUCYLIMIT�S 500.000 DESCRIPTION OF OPERATIONS below p6/12/2012 06/12/2013 75,350 C Equipment Floater 3759976 I veWe Storage miir I / / / / venide Storage Limit 76,250, i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ARAch ACORD 101. Addiiiaml Remarks Schedule, if more space is rrquind) Proof of Insurance. Residential Insulation Contractor. CERTIFICATE HOLDER CANCELLATION O ( - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLEDAEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Barnstable AUTHORIZED REPRESENTATIVE 200 Main St - Hyannis 00, Ma 02601- r ©1988-2009 ACORD CORPORATION. All rights reserved. INS025( ) ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs and usiness Regulation 10 Park Plaza - Suite 5170 Boston, Massac�setts 02116 Home Improvement Castor Registration Registration: 166311 Type: DBA ''= •lr E iration: 5/11/2014 Tr# 222532 INSULATE 2 SAVE ROLAND LANGEVIN -__- '`=_= 410 GROVE STREET FALL RIVER, MA 02720 ;' • ==- Update Address and return card.Mark reason for change. Renewal Employment i .. ... � Address [].Lost Card DPs-CA1 0 50M-0004-G101216 f� p License or registration valid for individul use only Office-f Co umerAftaM 8 Business egulation IMPROVEMENT CONTRACTOR before the expiration date. If found return to: HOME Registration: Type: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Expiration: f ./2014 DBA Boston,MA 02116 I TE 2 SAVE-,,. "_ ice•'�--�;€-�`e_� � /J ROLAND LANGO� ...- 536 EASTERN AVE•N% V. - FALL RIVER,MA 0223 ":_:`" Undersecretary �~ Not valid without signature vlassachu%eit%- DePartriwot of P"Mic Safety Board of Building Rewlativte�andartdards Construction Supervisor License License: CS 103861 Restricted to: 00 ROLAND 6ANGEV`IN 536 EASTERN AVE. FALL RIVER,MA 02723 Expiration: 8124=3 Tr#: 103861 i OWNER AUTHORIZATION FORM (Owners Name) ' owner of the property located at (Property Address) ' (Property Address) hereby authorize S (Subcontractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. XOwner's Si nature 9 Date TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel W` Application # 136QeoC�a Health Division Date Issued Conservation Division Application Fee ZZS� Planning Dept. Permit Fee J.. Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address �� Village Owner Address Telephone — 7 6 77qOL Permit Request �f 7 D PAJ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay -Project Valuation ODD. Construction Type 114�tG4i _ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 43/ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including bath ;): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ a Other o CD w Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing woo oal stoves Yo ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑�isting ❑mew size— Attached garage:_❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: cry— _ co Zoning Board of Appeals A110 thorization ❑ Appeal # Recorded ❑ N w Commercial Ell Yes If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION oyd,tlo, (BUILDER OR HOMEOWNER) Name U"wrtl Telephone Number Address � �d t v�� License # 10010 6 Sd_ Home Improvement Contractor# Worker's Compensation # U)01 --005Z5 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1,-2,3 r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. 1 ADDRESS VILLAGE OWNER s' DATE OF INSPECTION: ` _FOUNDATION FRAME a INSULATION FIREPLACE E ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING E� 1 ' ` DATE CLOSED,OUT- ASSOCIATION"PLAN NO YyY . 1 ' k iimassaehusetts - Department of Public Safct� Board'of Buihlinl, Re�-ulations and Sta(idards. Construption Supervisor License Licenwz`CS� 100988 ,L � HENRY CASSIDY 8 SHED ROW .. 1. ' WEStT `JARMOUTH, MA 02673 Expiration: 11/11/2013 (' nuuis+iuucr Tm: 7620 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 153567 Type: Private Corporation Expiration: 12/15/2`b14 Tr# 233831 CAPE COD INSULATION, INC HENRY CASSIDY 18 REARDON CIRCLE SO. YARMOUTH, MA 02664 Update Address and return card. Mark reason for change. Address ❑ Renewal L-] Employment � -� Lost Card ;ii;A I ii ZUw6U.'i;I I ���/r�(�oii�ncnre,cr.eralCl r��llr��ac�cracsCC.! .. N�L_ Office orconsumer Affairs& Business Regulation License or registration valid for individul use only rOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 1*53567 Type: Office of Consumer Affairs and Business Regulation l0 Park Plaza-.Suite 5170 Expiration: 12/T'S/2014 Private Corporatic•n cM, Boston,MA 02116 CAPE COD INSULATION,'.INC. HENRY CASSIDY 18 REARDON CIRCLE SO.YARMOUTH,MA 02664 Undersecretary of val' witho t nat Ze The Commonwealth of Massachusetts Print•Form Department of Industrial Accidents �. Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print.Le ibl Name (Business/Organization/individual): &a el laha Address: IU �{1dolk (1-6 City/State/Gip: V t/tti IMp' Phone #: J2_0�- 7 ' ' IZ I Are you an employer? Check t e appropriate box: Type of project(required): I. I am a employer with 20 4. ❑ 1 am a general contractor and I employees (Full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sttb-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ 5. We are a corporation and its 10.❑ Electrical repairs or additions required.] ❑ rp 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions mysel I'. [No workers' comp. right of exemption per MGL 12.❑ Roof re airs insurance required.] t c. 152, §1(4), and we have no �j �e���liV� � employees. [No workers' 13.� Other W comp. insurance required.] 'Any applicarit that checks box#1 must also fill out the section below showing their workers'compensation policy information. t I lomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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. II'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 infi►rmation. Insurance Company Name: A�Ckvl h(11 6�vhv 6%vix" 6-& Policy #or Self-ins. Lic. #:_ WCA D0z5 01 Expiration Date: Job Site Address: � � � � City/State/Zip: qJ- 5-&1V5&We_ Attach a copy of the workers' com ensation 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` f41er the ains r nd penalties ofperjury that the information provided abre is true and correct. Si mature: Date: 2� Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: . Gllentfl•: �15U7 A CORD C,CINSLIL --- _.....__._._---_ _ CERTIFICATE OF UA ILITY INSURANCE i'n15 Cplt I U It'.A 1'l. c; IS-41.1k-.0 AS A MATTER OF INFUkhIA'Ill!N t rIL1'AND CQNFER3 NO RIGIi'I'S UPON 711E 1:,E4:1'IFIC 07/0212u 11 (;CKI IFICATk L'Jnl' Nl1'1'!\F�FII<Nl n'I'IVI -"--- -•-'— l_Y Ql1 NE Lt4TIVELY AINI.I�I:),kX'hENO OR ALTEli fHE COVLRACL AFFORDED UY fl IL h'QLICIF.I h ISLLUVV. 11115 CLRTIFICATL OF INSURANCE DOES NOTCON;ill',III F ACUNI'RACTBEI'WEEN'rHL=Iti 1•IIN(a FI INSU1�1=:R(SJ,AU'11rt ROOLICIa C—M R, ANO THE 'IFICATE IIULLICK. iICIGLu llflr:utu llnlllul ir, an Ab01YI5NAl IN:iUK1 LI thepullCypej�±uual be cnc±utyell.II'SUF]h(,1G1\t'ION I;j 1Mn1UCf) xuU u,a,,l ._._.. nll.,un\I ct!uUlllt.n•a Uf lllC IJull.:y cart sin Irollclus May r..........-u❑Rilufunu,unt.A t,lulawrnt Cur 1iHt:ult:(Ir,,+:a nitl cunlvl nulu•�(.,I6c ,•,I ntl,,`.I,r It„hl,.n III Iu-V r?f.t,ltol)VIICIU194II1a111(9). ......... (.'y lu::,. -tin. I.1r!rlltt!; N.ihIF_ Mlll.)i11C1 Yuul I •,1•1 (ou(v I'J•1 108 760-1602 l°Ax lNC N, o.E.,11:- --- 1 NL N, Il/7-ll l li•::I:)li :ngnu,I Iwuut.,, NIA 11::liUli I Li U'I I7 l>> .. .._ ... INsur+el+rt; l.aflcy;)II1tiLI rat 1l,U '•.11)l: FOCI Insul;atll,n Irlc uswzreu� 'v.u))slOn U)L:uranc.(1 L'G)tullarly •t`,:, 1';unli)ulll hu;It1 M51JI:CRI.': ltlfll141.11r111(;I IIIyLI1kIIICh: Il;uluu:,, IVIA O.'_17U'1 Ira9,—_hkl'It0 CO1I1111C1'Gcll'llilll'dI1Ca C)011l]:911 ulaur<rr r L'I�IIF)C'A'I'L NUh1UEK; — ;lu RL-VISION IVLN\9lalraE. t1')114'llll`{f+ilVUllvt. �tNY hrj,:(LIIRL_MIL-N'r I - ' \ r1.gVEUEEN1S5l1ER 1*01HE IN5 RCL) WANIL':DAI:IUVI''- I_-OH II1r. I'i)LN:1'I'tGUIl� - :, Iv1AY til- I;;`il,1Fa) OI't l�Khl Uti C,III Illi)PI OF ANY CONTRACT OR OTHER DOCUNII_W WITH hElairtl:C: wl IN_rl II(I:i MAY fT*I1'I'AIN. THE INSURAN(:I: ;a n7R(ICU Ely TIII_901-ICICS DESCRIM) hlfcRklN IS SUl1.ICC.T IU ALL TllF IHWPo , AIVI) la-)NIJII IONS ()I' SUCH POLICIES, LIMITS srlpwry nt•r, IJAV9 ME N h-IUCFD UI' I'AIL'I h1a. ')" 1'rPt;!,1=114:I IIrtANC♦= POIICY EFF nL±nitonnyyYL n,nunnnvvY 'AilI ,•, ,.L l.,.h.a 1IH 1,U„111 .—_.—•--• .... CSPd263063c AIU'II1U'12 Ug1p111t11; enCHoccLIr�HLrN_(s. 'I UUU UOU - f\!\.'JtdLICI�-IAL.I,h1\1111 1.L IAUILII'Y I r!Clalrr <.,1.—__.1.: j I tvIED thr'1,111Y III I,�IIU OIIL.-_,,,-�.y�11U I) PIiNJUNAL6AUVINJLIl(1' L'I,llllllllilll ..............._-___ i1LNkI�4LA01,11i1SlIAlh 0.000,000 1 � ^, PKOt]Uia':i•I:OMr'I(.)I�Altli y.:�,OUl1,111111 12MMBCKVIbm ' 410112U12 041U1120t, COAtI111JliUSINGLCI.lhl11 - I { Cn i,a.lr.+V T,I,Ul1l1�lIUU _..................... ( nV I V i x. AV I'llti U0UIL1'lruuRY lPur a.•a.ta„I�...y... . A(J1'03 NROPEftll`Ll/tMlaCll; ;. , li'uL.uL Oil, L___.._.___._. ...- .._.... ..LlN llr\`:I XON,l453512 141U'00Ul U41U'I1L''U'1'' Is.4cN(u:canart t;Nc:r= .... .p'I 000,u(lU • ,i,.,.l ll: ta.AlNl::-NIAOL �Cl;R1=CAl't ,•'.�, �lu-trcnr.lrlLIUUUU l:uh±rtN(JAIIIIN—(nIJ)rmrt,)11-1(s•Llnla ll.Ily WCA00525i LQ' J 613U12U'1'? UGI9Ul'?U'I h i��:,r,umNu.. ,!I+;r,w11'1•I_r5/II--�:ur;ll I'Ivld.r/ry :ti.L......LCIi__..._....... ,,,,Ili 111rn11-+a�Llt L.li,a.��(lk±l') ... N 1 A [.l,iaC.rl AC:C101<rl'I' ,I UUII UUU N .r [A..OISI:MX..t_,,tFr lm.pv�C �'I UUU UIIU ,r„,,Ir•re)N ur•,.)I'171�,4 nurra(IL•IU.` rc]ui:v Lu,u'r a'I 000 UUU •1•In,•le rrt,!1 ,11'1'K0.11i)NS I LU(:A I'IC)N3/VL LIICLLS(A,laab ACI]Rll 101,AJJbl.u,d n•,.�,..�.:C\•Iq JgIV,II IIlY1V tlHN�Y Ib 1tl 111111V111 ''1Vuil,vi:, l:,nn1.+ Irlfurrrlrlliurl "° NL�I,IJvJ(1(11cui(r lll'I't'G I)I'IUtufti � ... L:�rnn,: (,; I IultJw iu In(auclyd rri tan NLI(liliondl insul'nu uultul (;unulal Liability w11011 ruqulr0d uy wrltcoll —UIllr,lit I]1'itlll'CCI11Cnl. I I ..................... ..._.._...— CANCELLATION l:,,llu GLIO III6LJI:1(l(j11,I11C tIHOULnANYOFTtIEABOVliOli'tiCRI(U;:ClPOL.ICIE;WhGANC1:111:0IJI;IIIHC THE' EXPIRATION DATE THCRCOF, NCJ'I'ICC: WILL Lit: I.W.I.M:kt(l IN MX0110ANCL• WITH THE POUCY PROVIWON3. ± AU I n01tt.L0 FIEI+ItN5l'N I A'I IVic O'101 2U'10ACOND( Ohlh'C)13A'I'It)N,All 1'1910100100. Iru lulu�l I Ot 'I I'lw ACOIiL)nanla and 1000 aft,rcli)tslurud utarkIi of ACORD r�idsil4urMt�3t1�111 119kY i '91fif,,,,r, _�IpY7 PANCIPANG IiSf9aSS save w�n PERMIT AUTHORIZATION FORM I, G a.10 10Jr e4AH 110 r 4-- —,,owner of the property located at: (Owner's Nam ,printed) 3.7 A�. ti �1.1,Q SNt71Av P-CA tk e g (nS +al CR , (Pr perty Street Address) (CitylTown) hereby authorize the Mass Save Home Energy Services Program iassigned Participating Contractor listed below to act on my behalf and obtain a building permit,to perform insulation and/or weatherization work on my property. Owners Signature Date FOR CSG OFFICE USE ONLY Conservation Services Group has assigned the following Mass Save Home Energy Services Participating Contractor to the.above referenced project: Participating Contractor Date Rev.12132011 < TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map C/ gel Parcel - vv� Application# . , oZ;� Health Division Date Issued te(06 Conservation Division 'Application Fee J? v" r Tax Collector Permit Fee coo r Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Stre9et�APdress 39 J e Villa9 VV�s Owner � Xdress Telephone 508 -3 60 —3 S r -e� ��. a 46 Permit Request m� / S r —� Square feet: 1st floor:existing �® proposed /05b 2nd floor:existing � � proposed Total new l� ,A�// Zoning District Flood Plain /YQ n C Groundwater Overlay Project Valuation Construction Type 1A)06d Lot Size L sQ A !ri s Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family(#units) Age of Existing StructureUPaj�� Historic House: ❑Yes j(No On Old King's Highway: ❑Yes , No Basement Type: ❑Full ❑Crawl ;(Walkout ❑Other Basement Finished Area(sq.ft.) /0 00 Basement Unfinished Area(sq.ft) Number of Baths: Full:existing _3 new Half:existing new Number of Bedrooms: existing 3 new Total Room Count(not including baths):existing new / First Floor Room Count S Heat Type and Fuel: AGas ❑Oil ❑Electric ❑Other i f a Central Air: Yes ❑No Fireplaces: Existing �_New� Existing wood/coal' 4f;Yes No Detached garage:❑existing ❑new size '✓114 Pool:❑existing ❑new size '� Barn:❑e9§s ing ❑mew siTO Attached garage: existing ❑new size�� �%hed:,4existing ❑new size Other: tp —e Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ rn Commercial ❑Yes X(No If yes site plan review# Current Use G� Proposed Usen'1e 0-nee Sri a nea. _BUILDER INFORrvLkTION. !� Name 47 Am ri�H/),p ffid_-k�V Telephone Number 5a8 - Address SS s�� &ae57tLicense# `A)es+T. m19 Home Improvement Contractor# d 2=k�o Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ge 02 SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# QNrE ISSUED VAP/PARCEL NO. ADDRESS VILLAGE ` OWNER- -` DATE OF INSPECTION: ' FOUNDATION D FRAME op 21 --� - INSULATION Afl. ZI ' FIREPLACE i f ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING pf1N���rr/`� ��`�-- Rf/N Dk 6 !z 08 /I1 DATE CLOSED OUT" '►� ASSOCIATION PLAN NO , r r ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111' wtvw.mass.gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name(Business/Orgmizatio dividu t ) Ell ftyly)eG ' ti C' Address: S City/State,/Zip: O tbk Od61$Phone.#: Are you an employer? Check the appropriate bog: .Type of project(required):, 1.❑ I am a employer with 4. ❑ I am a general contractor and I . mP Yer 6. ❑New construction . employees(full amd/or part-time).* • have hired the gub-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 8. ❑Demolition avorking for me in any capacity. employeag and have workers' t 9. El Building addition [No workers' comp.insurance comp.insurance. . required.] 5• ❑ ❑We are a corporation and its 10. Electrical repairs or additions officers have exercised their 11. Plumbin re airs-or additions '3.�(1 I ant a homeowner doing all�work . ❑ . g P • ' \ myself.[No workers'comp. right 6f exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no ' 13.❑ Other_ employees. [No workers' comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowoers•who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating'such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must providb their workers'comp.policy number. I ant an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information. Insurance Company Name: Policy#or Self-ins.Lic.A Expiration Date.• .lob 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 tip 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 IIA for insurance coverage verification. ' I do hereby r ' under the pains•and penalties of perjury that the.information provided above is true and correct. Si afore• Date• Phone# O ' �tP a — (0 Official use only. Do not write in.this area, to be completed by.city or town official i City or Town: ' Permit/License# Issuing Authority(circle one): A.Board of Health 2,Building Department 3. City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other Contact Person: Phone#: Town of Barnstable �OF VE Tp�� Regulatory Services BARNSIABM Thomas F.Geiler,Director >KAss. v� 16yg. `0� Building Division ArEo��a .Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 vt'vtw.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print �J DATE: �°� - O-L& — D / ` �,/ / JOB LOCATION: 3 5- A le-qez/e J17O W RO ad Vi/esST Bar4S-IZZ 6 le number /T L street village ..HOMEOWNER": gr 61i� a T s/ •So8-36a-a3(9' 50IF- 744 - 96 yo name 2 home phone# ,-/ work phone# CURRENT MAILING ADDRESS: ✓ l9 b�06L l� S� W o R D a 01/ 141,P_Sf B rnS-f-ab/C. M)}. 6a66p 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. DEFINMON 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 re ments. Si re 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 homeowner: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 use,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. q, Town of Barnstable Regulatory Services ELARNSTABLe Thomas F.Geiler,Director 163;9.,1, 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 st Co lete and Sign T 's Section If Using A B ilder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work a Zotized by this building rmit application for. (Address of Job) i Signature of er Date Print Name If Property. Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. f ' T•lblf.».'LID(ertt(tmt(t� . . ' pssseriptirf 1'ackigd fort7ue►uid Tiro-Fam�'RuldeafixlBaiidtng�' acted Witt &A7�hit1M • MINIMIII . Qla�rg Glazing Cclling �VnII Hoar Aiuctr►es! S18b •Hcesittg/Cvoling Atra'C/.) U-nlnri Ft-vaIur� ' x••ysl�e' gy,nl»c+ Wall Z'�cGx �9'�F�ent �dcary� . Psr3rasc R-Yahxf &rsluc 570I to 6500 Heating Dggm 331t"' Normal IZ°/.• MO 31 13 19 10 d Qr' � Plom�l R IVA 0.52 30 19 +19 10. I21, Os0 31 ' 13 19 I0 7 0.36 33 13 ?s NIA TIormal U I5•14 0,45 31 19 I9 10 15•J 0.4 4 31 13• ZS N/A' N/A . ES AFUB Y 4 15 AGUE jy 13% 0,31 30 19 19 l0 Norpn�l . I EVA 0 32 31 • 13 Z3 N/ll NIA Nmmal Y s•r, a 31 19. 25 NIA Nr.A, 90 AFU Z 19% . �,4� 31. 13 19 10 +� AA I3•�. 0 30 34 19 19 i0 6 5i AFUz ADf)REss of YROFER,TY. �-e sn a o2 Z. sQVAM FOOTAGE OF ALL BXTfWOR WALLS: ? Sa 3, SQV,ARE FOOTAGE tF ALL CILAZING: J �� o. 4, %, (3LAZIN(3 APYA 4#3 DrVMED BY*#2): 5, SELECT PACKAGE(Q•-AA-sea chart abeve); NOTE: OTHER MORE INVOLYM METHODS OF DE lLINGj F,3dERaY REQM'J'-lME' S ARE AVAILABLE• A.MK US FOR THIS INFORMATION. ' BU-Lt,DING•I2 sPECTOR A.FPROYAL. YFS,. N0: 4 �� -©cG343e Barnstable Old Kings Highway Historic District Committee g g Y EAPMME ; 200 Main Street,Hyannis,MA 02601, TEL: 508-862-4787 Fax 508-862-4784 FaMa 16M9.,`0e' APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for: Check all categories that apply; 1. Building construction: ❑ New 04 Addition ❑ Alteration o 2. Type of Building: ❑ House Ej Garage/barn hed ❑ Commercial Other- ©LR F"� m -;-� 3. Exterior Painting,roof D4.new roof Elcolor/material change, of trim, siding, window, dooF3 U, -2 --+ 4. Sign : ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ElFence ElWall ❑ Flagpole ElRetaining wall Eltennis court Other r� N 6. Pool ❑ swimming ❑ Other man-made pool `0 Type or Print Legibly: Date: " 16- o100 1 Address of proposed work,:f House# `�`) Street: eagle Snov! Rom VillageW25+Barns+aCCAssessors Map Lot# Description of Pro osed Work: Give particulars of work to b 4 4 ' bU $ ' L� Y tEkl2 b 2-0 1 i Ova b4"af-00M On e—tL-t- no Gt SK%Y\ �� U E . Agent or Contractor(print): 1_ Mar—V P_U Telephone#: `Qa - as — 59�03 Address: e-zexuch563We, Contractor/Agent' signatur . NOTE All applications must be signed by the cu t owner Owner(print): C,hr i s-tine- M&--++,i Telephone#: 50bA - 36 A-oo1 3&9 Owners mailing address: - r 6 Lg Owner's signature: For committee use only. This Certificate is hereby OVED/DENIED DECEOVEate /t/2-f o Members signatures OCT 2 5 2007 T0\NN0F8ARNSTQLP HISTORIC PRESERVATI N y di ons of a p d f Q:IGMD-Groups101d Kings HighwaylOKHNew ApplOKHCert Appropriateness 07.doc is Town of Barnstable FZME t°� Regulatory Services • .•� = Thomas F.Geller,Director = sARrrsrimt,e. 9� MASS. l Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 �0 7k PERAM FEE: $ SHED REGISTRATION 120 square feet or less 35 /�be�le �nocv MP, (n6+,a Location of shed(address) Village l ricm M0_++J 508 Property owner's name Telephone member 9(o=r 5��care -�ee-� i�1a p 0g8 Parce� 00a, DO/ Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District-Commission jurisdiction? �,y� Conservation Commission(signature is required) �" 3 ZS OS 1 �` PLEASE NOTE: IF YOU ARE WrIHW 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 . IROM FAX NO. :508+543+2444 Mar. 23 2005 10:49AM PI/1 i MORTGAGE INSPECT101, PLAN BOSTON SURVEY, INC, 03-08910 P.O.Box 290220 Charlestown,MA 02129 017) 242-1313 MAIN (617) 242-1616 FAX APPLICANT- LOCATION. 35 ABEQALE SNOW ROAD CITY, STATE: BARNSTABLE, MA DEMICERT. 12977-186 PLAN REF• 566-38 I LOT 2 56,051+/•SF m I f' to 2 5Tt7RY _�.� 5� raga fny ss mi sur Aw sausn, PREPARED: 09-02-2003 CERTIFIED 7'O: SCALE: 1 Inch=60 feet OF to permanent structttres arc approximately located on the According to Fcdcral Emergency Management Agency ound at shown. They either conformed to the sethack JOHN quire I me of the local zoning ordinances in effect at J. maDs, the major improvements on this property fall in an t time or construction,or are exempt from violation en• RUSSE area designated as 70ne t�� rcemenr action under M.G.L.Title V11,Chapter 40 A, . p Community panel N0: > ction 7,and that there are no encroachments of majnr ;pr"vcmenn Alther way across property line$except Al Erreetive Dote: f? fig1, s" own and noted hereon, 'fN R y� NOTE:torte C is aroas of minimal fiood ng ino shading).Thi9 deatr�nation Is not basad on an e)avntion cartlllCate. )TE:Thw is not a noundary or title insurance survoy.This pion was prepared in accordance to procwdurAl and teehnicm standards toy Mortoape Loan Inspecilone as adoplod the Massachusetts Board of Registration of professional eng)noers and land surrnyors,250 CMR 6.05.and umh for any other purpose is prohibited.This plan is not to be id for recording,prennring dead dnsertpuuna,nr Mnatn,rtinn - - I I '+ Application:to: •BS�O�N`'SP�p NP��5 .' .. 0" N° Old King'S Highway Regional-Hi' c Pistrict Committee in the Town of Barnstable for a CERTIFICATION.OF EXEMPTION Application is hereby made, in triplicate,for the issuance of a certificate of exemption under Section 6 and 7 of Chapter 470, Acts and Resolves of Massachusetts, 1973, as amended for proposed work as described below and on plans,drawings, or photo- graphs accompanying this application. . TYPE OR PRINT LEGIBLY be �1� Ste , DATE 3'aa-OS ADDRESS OF PROPOSED WORK _0e6�. vn5�'Ccble 8$ 1 L_-�,_._� ASSESSORS MAP NO. OWNER % ( ri Shine I& T ASSESSORS LOT N0, .-_.._ HOME ADDRESS TEL. NO. 6 10SP-36 2 AGENT OR CONTRACTOR e L�. Pines arbor ood_ Prod acrY ADDRESS o-rWi rh MA .. PJo ea41,S TEL. NO. This application is for exemption of proposed exterior construction on the ground that: ❑ (1) It will not be visible from any way or public place. (2) It is within a category declared entitled to exemption by Old King's Highway Regional Historic District Commission. (Check applicable box) PROPOSED WORK: Describe and furnish plan of proposed work,showing location on lot,and, if an addition is involved,show,* ing location of existing building. UAW OOF.P L400 Pro'po6e4d. s>�d Loea- ;On a No ;,a JUN SIGNED Owner• ontractor•Agen% Space below line for Committee use. . Received by H.D.C. The ertifica is hereby Date , Time By Date 3 t' Approved ❑ The categories of work entitled to exemption are listed on Disapproved ❑ the back of this form. Town of Barnstable OId King's Highway Historic District Committee k , SPEC SHEET >UNDATION rGC S 2G� �Tl�//� C{,f') So-n D I Lt 6 e"S ` :DING TYPE �C( koarCL COLOR /JY 1 aI'•(duoGt 1I1mr TYPE ," 0 ne. COLOR )OF MATERIAL lylr l� Y L /n IOLI R .Wea-there(X- o66 L ETCH ll f w'ridvu.SOLOR W h T� SIZE ENDOWS oG' / 3IM COLOR beacL LOa.rcL COLORS )aC t'OY Cr►'ee.." 3UTTERs COLORS Black k r,,, (r►'e�r� =ERS Al D rl a, COLORS EuCKS Nor, MATERIALS ARAGE DOORS None' COLORS KYLIGHTS . Vo-n-e, SIZE COLORS • i IGNS NDh6 COLORS ENCE Now COLOR )Tgst Fill out completely, including measurements and materials/colors to be =ad. Four copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when, applicable. i FROM FAX NO. :508+543+2444 Mar. 23 2005 10:49AM Plil MORTLAGE INSPECT101,' PL AN ]BOSTON SURVEY, INC. 03.08910 PO.Box 290220 Charlestown,MA 02129 (617) 2424313 MAIN (617) 242-1616 FAX APPUCANT.• LOCATION; 36 ABEQALE SNOW ROAD CITY, STATE. BARNSTABLE, MA DEAD/CERT. 12977-186 PLAN REF.- 656-38 LOT 2 56,051+/•SF m --OX40 N � Cis 039 - 2 STORY PREPARED: 09-02-2003 CERTIFIED TO; SCALE. 1 Inch=60 feet OF The permanent structures arc approximately locAted on the ground ak fhown. They either Conforrnod to the setback � JOHN According to Federal Emergency Management Agency requirentcrits of the local zoning ordinances in effect at J. slaps, the major Improvement.;on this property fall in an the time or constrticlion or are exempt from violation en• RUSSE area designated as.Zone (� forcoment action under WCU,Title yli,Chapter 40 A, Scellon 7,and that there are no encroachments of major Community Pancl No: d— improvcmenrs either way nero-u;property lines except as Effective Date: shown and noted hereon, F y NOTE:Zone C is nroas of mm met flooding(no shading).TRiS �•-,^" .3_,&7.3 designation Is not based on an elevation canlflcale, NOTE;Thls is not a noundery nr figs insurance survey.This plan was prepared in acwreanco to roren by the Meal nchuselts Board of Reglalralion of professional enginoare ant♦tend acc p ural and technicAi standards for Mortgage Loan Inapecttone as adopted lived far reeonfinQ,prepneino dean deserlpthtnc.fir mrialn,rfirtn Yore.250 CMR 6.0s,and tncn for any other puroese is'prohlbitod.This plan is-A fo he v . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ile Map Parcel Y)P A�7_0 Permit# Health Division Date Issued beG 100 Conservation Division Application Fee Tax Collector Permit Fee D Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street dress3� ►'J� MY Village 9 Owner Address Uhi Telephone Permit Request �1►�1 �/ � I 7 r�l `� !'7� G C�/` Square feet: 1 st floor- existing proposed IS4 2nd floor: existing proposed j�"1 Total new Zoning District �` r Flood Plain C Groundwater Overlay � Project Valuation Construction Type $ a� �Z.n'aC_ Lot Size q0A Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Y Two Family O Multi-Family(#units) Age of Existing Structure — Historic House: ❑Yes ®(No On Old King's Highway: M Yes ❑No Basement Type: Lei Full ❑Crawl O 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 or— First Floor Room Count Heat Type and Fuel: l"Gas ❑Oil O Electric O Other Central Air: ®Yes 0 No Fireplaces: Existing New l Existing wood/coal stove: ❑Yes M No Detached garage:O existing O new size Pool:O existing ❑new size Barn:O existing ❑new size Attached garage:0 existing ❑new size 04Yo)lthed:O existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial 0 Yes(' O No If yes,site plan review# 1 Current Use J 1 Proposed Use I h BUILDER INFORMATION 1 `77� ? Name Telephone Number '� Address �1 h1 License# t L IV d Home Improvement Contractor; Worker's Compensation# — 7' > ALL CONSTRUCTION DEBRIS RESULT G F 0r THIS PROJECT WILL BE TAKEN TO �`f SIGNATURE DATE �� FOR OFFICIAL USE ONLY ' PERMIT NO:- - t DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE e' OWNER , DATE OF INSPECTION: FOUNDATION — t FRAME ti INSULATION 7 FIREPLACE ELECTRICAL: ROUGH —FINAL:' ,! PLUMBING: ROUGH FINAL C GAS: ROUGH FINAL ^ FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. t .T r Y pp .,;�s � �/ae Tpanvnwvaava/�/ o�✓�aaa..rc/auae�a BOARD OF BUILDING REGULATIONS 1.4 License: CONSTRUCTION SUPERVISOR Number: CS 005867 Birthdate: 11/12/1.953 Expires; 11/12/2005 Tr.no: 8243.0 Restricted: 00 TIMOTHY PEARSON - d PO BOX 519 � CENTERVILLE, MA 02632 Administrator TOWN OF BARNSTABLE � • CERTIFICATE OF OCCUPANCY • PARCEL ID 002 001 GEOBASE ID ADDRESS 35 ABEGALE SNOW ROAD PHONE WEST BARNSTABLE ZIP - LOT 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 73356 DESCRIPTION OCCUPANCY FOR 313DRM HOME PERMIT #66667 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory ator Services. g y TOTAL FEES: BOND $.00 THE CONSTRUCTION COSTS $.00 c • BAMSTABLE, .MASS. � 039. �FD MA'S A BUILDING�IVISIlN BY DATE ISSUED 12/03/2003 EXPIRATION DATE TOWN OF BARNSTABLE BUILDING PERMIT � k ;�C.- ,tea, ��• � - ,�•` =r, PARCEI;: ID` 088 002 001 GEOBASE ID ADDRESS 35 ABEGALE SNOW ROAD PHONE ,. WEST BARNSTABLE ZIP - LOT 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 66667 DESCRIPTION SIN- FAM. 3/BED 2 1/2 BATH 2/CAR GARAGEA PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: MARKWOOD CORPORATION Department of ARCHITECT: Regulatory Services TOTAL FEES: $914:47 BOND $.00 p�F CONSTRUCTION COSTS $261, 120.60 101 SINGLE FAM HOME DETACHED 1 PRIVATE * snRNs`cABix MASS. 97 vq+ :. BUILD MG IVISION. BY (� •" DATE ISSUED 02/12/�003 EXPIRATION DATE. 2- THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- I (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3ANSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS E CTRICAL INSPECTION PROVALS 3 FR.rh o gI 03 , 4� vc:ll dK ' OV 137,4 sk 13/03 ✓ �V 3 1 ATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I� 2 BOAR OF HEA H I1 OTHER:a,GaT&VAdSAM0 nQL wp/ SITE PLAN REVIEW APPROVAL lT alarm 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 � � ` r � �� +, ;� .� I • �. � ' . �,' L � . � + r �� t �. - � � i 1 r �. ,.` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �� Parcel C?OZ'-610. ��r Permit# b 7 Health Division Zo0 t 3�0 f y D 3 OA �03 Date Issued a / d 3 Conservation Division 3 003 JAM 24�4 Application Fee Tax Collector c D < SPffl �7 Treasurer -- DIVISION INSTALLED IN COMPLIANCE' Planning Dept. !� VM TITLE 5 ENVWROKMENTAL CODE ANL Date Definitive Plan Approved by Planning Board TOWN REGULATIONS BO Dal ?Q Historic-OKH - `h-1(&Yservation/Hyannis -0 �.PWP_e-` Project Street Address 3r aLe 4-) r� Village W. t'/r�`• Owner l� 4tX4,61 Address CPU 10 I to Telephone 771-0 3 Permit Request / i Grslnc."If, f` W 4 &21= Square feet: 1 st floo : existing proposed�/2nd floor:existing proposed q� Total new�3 Zoning District Flood Plain C Groundwater Overlay Project Valuation Construction Type cy' 'y) Lot Size Is Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family O Multi-Family(#units) Age of Existing Structure — Historic Hoiise: O Yes ®'No On Old King's Highway: VYes O No Basement Type: l0 Full 0 Crawl 0 Walkout ❑Other Basement Finished Area(sq.ft.) � Basement Unfinished Area(sq.ft) 13 K Number of Baths: Full: existing new 0? Half:existing new Number of Bedrooms: existing _ new 3 Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuse fB Gas O Oil 0 Electric 0 Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: Y p g g ❑ es &eNo Detached garage:O existing ❑new size - - Pool:O existing O new size Barn:O existing ❑new size — Attached garage:0 existing Nlron"ew sizedll� Shed:0 existing O new size - Other: Zoning Board of Appeals Authorization Cl Appeal# Recorded 0 Commercial 0ry &No If yes, ite plan review# Current Use ne, Pro osed UseS-1-,± ;I )»M P BUILDER INFORMATION Name Telephone Number p ]V-(D� 3 y `7 Address /0 License# 6VS nn, i'1 Home Improvement Contractor# I Worker's Compensation#be 1 - 3/S 13660AI--O)0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJ CT WILL BE TAKEN TO SIGNATURE DATE f FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF4NSPECTION: FOUNDATION /3 fO C)- a S�/4 3 0/i f� FRAME Ore F INSULATION FIREPLACE, i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL • _ �. � dr.' r GAS: RO.UGH _ FINAL FINAL BUILDING - DATE,,CLOSED OUT ASSQ.CIATION PLAN•NO.� ¢ r + aD oa MARKWOOD CORPORATION 000000 000000 OCO000 April 22, 2002 r Tom Perry Building Commissioner_.._ Town of Barnstable �( 200 Main Street Hyannis, MA 02601 2 0 RE: Permit # 55307 35 Abegale Snow Road, West Barnstable i Dear Mr. Perry, We would like to request an extension of the above referenced building permit, which is due to expire on May 1, 2002. Due to the uncertain economy, we are _unable-to:beginthis home. Thank.you for your attention to this.matter. Slncerel Tim Pearson President TP:ek . . Log,no.,:.;02a148 :; y., J'i.. rw j w..t .Ex� �t v#1.-:. >i ... ...¢ .,.a°t t.' 'C. Ali i y J ti.. .. '• ';?1:.'..i..° � A..... {'...i .tP x:t' . - t.,^7^'. •V;.c. 1 10 Breed's Hill Road, Unit 10 • Hyannis, MA 02601 508-778-0734 • Fox: 508-778-0770 • E-mail: info@markwood.net Apr-22-02 1O: 59A P .O1 April 22, 20Q:) Tom Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Permit # 55307 35 Abegaie Snow Road, West. Barnstable Dear Mr. Perry We would like to request an extension of the above referenced building permit, which is due to expire on May 1, 2002. Due to the uncertain economy, we a.rle unable to begin this home. Thank you for your attention to this matter.` Sincere) Tim Pearson President j TP:ek Log no.: 02:148 F..nul, tJrilt Ii! F'lycluu'c, A!V\ 11tii(,.li li, (.r • rl'. .�i�:'i' ! ;'tj 0! 'Ij • r.. II1111i Illlil(;ltll(ll�:Vnn;„1 ,:; FtMME t Town of Barnstable Regulatory Services MAC ' Thomas F.Geiler,Director 039.rA � Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 December 15, 2003 Markwood Corporation Tim Pearson 110 Breeds Hill Road Unit 10 Hyannis, MA 02601 Re: Bond release for 22 & 35 Abegale Snow Rd., West Barnstable,MA To Whom It May Concern: Please be advised that an occupancy permit has been issued for the above referenced property. The Town of Barnstable has no further interest in any bond posted against damage that might be done to the roadway during construction on this property. Sincere , Sheri Theroux Division Assistant q/forms/bondre12 IHE The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services 9 MASS. 0 6y9. �0 �P�Eoy Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 1" C'akvv\t Location Permit Number (�6 66 7 Owner 35 AbePelc 5hdW Builder J . One notice to remain on job site, one notice on file in Building Department. The following items need correcting: (D MR 3�0_S.2.7 i4o)e S' . 5 n0+ eeJ w J d / Please call: 508-862-4038 for re-inspection. Inspected by Date //Vk) 74 MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # MAScheck software version 2.01 I I I I Checked by/Date I I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 1-10-2003 PROJECT INFORMATION: Lot 2, 35 Abegale Snow Road West Barnstable, MA COMPANY INFORMATION: Markwood Corporation 110 Breed's Hill Road # 10 Hyannis, MA COMPLIANCE: PASSES Required UA = 590 Your Home = 433 Area or Cavity Cont. Glazing/Door Perimeter R-value R-value U-value UA CEILINGS 1348 30.0 0.0 48 WALLS: wood Frame, 16" O.C. 2884 13.0 3.0 205 GLAZING: Windows or Doors 239 0.310 74 DOORS 1 120 0.350 42 FLOORS: Over Unconditioned space 1348 19.0 0.0 64 HVAC EQUIPMENT: Furnace, 90.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the .building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if .appropriate, has been determined using the applicable standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater th 12. +-k.A sign load as specified in Sections 780CMR 1310 and J4.4. ��� Builder/Designer Date 0 MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAscheck Software version 2.01 . DATE: 1-10-2003 Bldg. l Dept. l use I I CEILINGS: [ ] I 1. R-30 Comments/Location WALLS: [ ] I 1. wood Frame, 16" O.C. , R-13 + R-3 Comments/Location WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.31 For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location I DOORS: [ ] I 1. U-value: 0.35 Comments/Location I _ FLOORS: [ ] I 1.. Over Unconditioned Space, R-19 Comments/Location I HVAC EQUIPMENT: [ ] I 1. Furnace, 90.0 AFUE or higher I Make and Model Number I AIR LEAKAGE: [ ] I joints, penetrations, and all other such openings in the building . I envelope that are sources of air leakage must be sealed. when I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I . I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating C and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. I DUCT INSULATION: [ ] I Ducts shall be insulated per Table 74.4.7.1. 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. 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. I HVAC 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 74.4. "I [ ] I SWIMMING POOLS: 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 [ ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.): I PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 I [ ] I CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.): I . PIPE SIZES (in.) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F): RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 140-160 0.5 I 0.5 1.0 1.5 100-130 0.5 I 0.5 0.5 1.0 r ----NOTES TO FIELD (Building Department Use Only)------------------------- 0 i The Commonwealth of Massachusetts Department of Industrial Accidents efflce of/n�estfgativas 600 Washington Street T Boston,Mass. 02111 Workers Com ensation Insurance Affidavit i / name: / /C r , location: a # �j/� , hone t! 26 '(/72 11 Sit,, ❑ I am a homeowner performing all work myself. ❑ I am a sole rietor and have no one worlds m' ca acitp EE;.---%/�%%�----- %////%%/ er rovidin workers' compensation for my employees working on this job. ;: •:+ an employer g ..............................:.:.:n.::.:::... ... ......,.............. .;•:n.:::.:t.:r.?•::. {.:.>};,};«<>:<>:>..Y:;:��;?.:::�::; I am P oy .........................:.:.�............. ........:.. .::... .........:...v.:.:.....,......,.t.Y:.:.::.t.::!..;n......:::::.;:.?::::.:::......:,•:::.:�:.�.,:::,....:::��:::�•�:•:::>.:{rL.):.:::+:,.:�.::::::: . ::...:..:. .roan n .:.......:....... ........ .. •...........r...v.....:..... .......... ........r............ ... ..... .....:::::.v:: ...............:: .. :{?{:............v.v:.................::•)):}:: v:\•:,,: :iiL t•:4T};f{4::i:yri): N. ...... .. ..... .... ::.v.:.v::.v:; :::...{{ nw.v::w::;4:?Sv::::i.v}?:?:•5}'J)'9J>iii'?: %:•1'::L:r•i ::.}:•.:•)?:•} ...v... ......... .. .r. ... ... .. .... •.:.v:nw. :,. .......:,•:v:::::::::::}:•.. •' vihtii?{.;v...O.:L:•i:?h: ............ ........ .... ................. ...... .r. .:� ...:.. .. :. .:::.v:•: .. •.:v?;4J::: .n...vn..r;::{:•:S•i:{J:•}:iY?}G;?{•}`:?{^::iiiii:!!::: r.+4•. .........:.............. .::.:::::::::.v::.v:::.t?:•w?:;•}:•)i:•:�?:•}:{?•})r.iii:^:iii ii i:5:{•:;i)):j;:r'{)i:iJ•ii;;..:...;'• v•4':i:ir:i::ii in..,+.;}�. .}.k.':•.}v:v::{:::::: . .....:..::...::.:.........:::.v:.:.�:. :........:n•.vn.:::::::•::::::..........:w::::.v:nv..:.•••x:v::.v:::::::n....n....... r.... •, ..::t•{::.:?Yn•:::'t:;{.{{•.:...\.t ..r..r... ..... .. ..r......... .. ...................v..............................................................., t. .. .:... ....:..v..... ........vv... ...r...... .... ...... .............................:::::.v%{::r::::::+................. :: ....:.. ... .......................... ....n...........................:...............w:::::::;:v:w::u; .. .:. �::• .v:.::�::::vr n.,..::v.L:::::nv::.v::.v}:S:v):v:; ....:::.:.........t.:.. :: ......................:?,::.r.,.... .... ..n.:.:::.�n:.:::::::::::.�:::::::� hone# ::.. .......err... :.. :r . . ...::.:Y:.:�::;.;:.;.:.:<......:..:�:.,.:•:::::.::::.........: • t7: .... its......,...:•::::::........... .:•:::v•:•:...r. ....:::::.: ... ........ g ❑ I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have orkers' co ensation polices: w :.v:•::v:x:.w:;4:•::::::......................:..:....)Y:i:•}})}:4:?{i•5:?... .,ti'{nr:?•.n:..••:t N. e following mP ....................:.... r......:... .............. :::::. ;:: ::..............:.................r:::.t:..::r............... ..:. ........... .... .... ................................. :::.v::. � tt•:vr,.}ny'}'t:!nii:+:i•):t;p}??: ... ...... ...... .................. .. ..........................:v::::.:v..............::.v:::.:r.:v::::::::::::.:v::{•}S:�i:•:;?{{SJ:J:•:�):v::::•::):'{•::n:•i:i::4ii::v:,,. .n\:.K..,....:.5.......: ...... r.................. ...........t.........::.:nv..........r......:.....:.:.....r......:............. ..:......... .......... ....... ................. x::::•r?titir:?i4v::{•v:iii:4:.....•;.....5•:�:•}:w.vt.v::�.::::....... ...x,^.},.}. ...r.:...... ........v.......... ................... ......r......................................::.v::::::::::::::.v::.i/:i`i:iw::n.... ...r.. ..... ..r. .......................:••:v:::::::::::.v::.v•.v::.:::::i•):S65r:S:4:^}5?:{•:{i•?}}r5:4:w}„-, .rtti rv.v:::.v:: ...�..•.v:^:•:::::i{;{•r:•:jiiii:t:i:>i:^ii:;::;:;:;:::i':ii:{:iii:'::{:':::::::�:::i�.;v:::'::: .....................�...... v:t'+vL?+•{LF.ii i?> an :.name:::::::::::::::::. .... ... ..: .cum ....:.......:......:...::::;:Y::::;:::....::;:n ............:.:,{:::...::.:::::..::.:: .... ..... .. .:.:.................. ....... ......r::::r.....:::�:t•:,:•}:s. ..r:-�:::};.}}•.r:i<•:-s}}:{{•:::::�):•}x•>::.. +• -`..,.o-, �i•o?^,rir,! 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I undersbmd that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification I do hereby cer -try penalties ofpeJury Mai the information provided above is tr u and correct Date Signaturef Print name / //� CG r�� Phone# 7 7O OZ`� omcial use only do not write in this area to be completed by city or town of Icial city or town: perndt/license# ❑Building Department ❑Licensing Board nse is re uired ❑Selectmen's Office ❑cheskif immediate rrapo q ❑Health Department contact person: phone#; Other Ucr;ud 9/95 Pleu 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 hire,express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency slfall 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. ge Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and company names, address and phone numbers along with a certificate-of insurance as all affidavits may e supplying . p submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign an G;: 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. City or 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 pemiit/license 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 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 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 ID 1 21_I- cLLICICI G' 1 ll -G! TOWN OF BARNSTABLE SUBDIVISION RULES AND REGULATIONS COVENANT KNOW ALL MEN BY THESE PRESENTS Jeffery Johnson, Trustee of Old Fielde EaLate6 Realty Trust WHEREAS / of BfjdLk j MA.hu subnVtled an app8cetion to tho Ploming Board of the Town of liametable for the appVj�l itve Plarts and Pro lle3 dated 12/2 3_ 19 9 9 revttod 2/) 2000 prepered by IQy�pZr MA lend located cal¢ .no" _ Roadinto 6 lots,entitied'Old Fields F.atotee Wear •,9tbdvttlon1L7O WHEREAS The Planning Board end the Appifcant have entered Into a OevvIMmeN Agreomont dated 3/1 J/00 Ode covenant Is attached hereto aril made a pen thereol fha Dewlopmonl AgmernenL to secure the perlonnara theceol NOW THEREFORE IN CONSIDERATION that said PlannN Board of Ow Town of BamsUble we"the rigimmants for amuriy at provided in Section 011,11 of Chapter 41 of lire General Laws of Masaadwselts(Ter. Ed.) os amended end for o)her Good and vatuable condderailon WE hereby COVENANT WITH THE INI MITANTS OF THE TOWN OF BARNSTABLE u toCovrs: t. We ere the owners of record of uie promtses on sell pram. m 2. We Miff not commy arty lot or eiva or place on errs tot dny btltding ioundallon or permanent buti t unlit the work on the prwnd necessary to sciewalety,carve such lot has boon oompleled In tlttl ITW"ner speolited In the DimmloprnerA Agroemant dated 3417/00•-PROVIDED finthor,however,the Board may rdoeae e rot or lots upon Oto tumts"d stAllcieM 9900y as feWmd end atpproved pursuant to IM provfslons of Chapter 41.Section 81U,of tiro Matt adm ails General Laws, 3. We agree to record this eovsrtant as a pert thereof N Devdapment Argrserrterd,with the Bameleble County Rite"of Deeds,and to forward remtdad septet oI Ore Devetwml Agroomwd and Covenant to Vie .9 ofQoe of Ilse Plrmrdng Board within Curry X)days of the Planting Bonds vxtm meal of approval of the SrbcWtlon plan,or the approval of eta SubWalon Pion shah be hull end void. �7 4. This wanan!shall be and Is tArtrfng tyon dux heirs.executors.adrnitis mim,grantee or sumeasom in -10 x Interest and our grantee or atooeum In Ytie,Il IrekV the etyreu fntenTtort and tmdamimdrig and 0 egreerrtertt hM Buss arvwwA shell cornsOOAe a covenant rurtnk q vAfh the land. O S. herein shall be deemed to VOW a conveyance subled to Otto t:o+aMA end 1116 0evelopntent 9 Agreeme i by a e4tgle dead of Ote entire poroel of land shown an sold stbd alon plan jS. This oovenenl shall take affect upon eppmvel of sold plan by the Ple ong Board of Via sea Torun of Berrulable. Laurie P.. Saovden,Yruatee of Timothy Hinckley Realty Trust II For6Uetolheproperty,teedeedfrom to Jeffery Johnson,Truetee of Old Fields >;etatoe Realty ru6t doled 6/8/99 reoonded In the Bemststbte Reglatry of Deeds.Book .Pap27 6 or moslanod in Ow land Court at Document No. and noted on Ota oertiftcale of Oge no. In Registration Book page The present holder of Ore mortgage Lyon the property Is United Finottgjel Corp. (nama)ol 3 Atlantic Avenue o ton KA (adklreaa).The moripge Is dated I I and recorded In the Bamslabla Registry of Deeds,Book 12645 -Page t S 2 ,and noted on cefficate of Ode no._ .In Registration Book Page , or regtslernd In the Land Registry as Oommi no. _,end noted on the eerurrAts of We no. ,In RaVehijon Book .Page (signature) (print Home), spouse or the undersigned applicant hereby agrees that such Interest as 1,we my have In the DmNses shod bo b eubf ecl to the provislons of Wit covenant and insofar as Is necessary releases an rights of tenancy by dower or homestead en l other Interests ftmin. I(we)hereby apreo to construol the ways and install @re vlifilies In the foregoing sutxfrv+elorr In eccordanm wllli all the terms of the Developmont Agreement dated: 3/1>/00 In witness whereof we have hereunto eat our hands and sasls this (day)and_ __- (month)AIk--_2 M Owners - a magorily of Planning BWrd Lld' e o on, rue ee 1 ode at•ea Realty Tr, py Spouses 0(OWm r : 4 (Planning Boardj: COMMONVYMTN OF MASSACHUGETTG DARNIVABLE as �e 2000 yc E>- Than personeAr appeared betaio rho Ule'etiOMp riair,cC (print nprll0; ••i:,in�1? aclurowfedged the foregoing Insinirwi to be Uie Irae W and flood el raid Kenning Board r ff»Town ol'.,ca'•.+�.'�.; { '0,. +1l w M . pAA a.:t4tAC�t^ a _ Notary Public My comrnlesion asp es:", (APPUCANT( COMMONWEALTH OF MASSAC14USETTS BARNSTABLE.SS March' 7 19 2000 ThOoPeraonallyeppearodleo(erame Via above named Jeffery Johneon, Trueteo of Old Fields Ell to t ea' Realty True c (print name)and o&r Mad*the foroong Instrvrtlerlt to be(Msl hers e e act end � `� Notary Public My commfeaton wpfree: ( � I (J— ' � tJ4—`s�—`tit=1Ct QUITCLAIM DEED Property Location: Lots 1 — 6 Abegale Snow Road, West Barnstable, MA 1, JEFFERY JOHNSON, TKUSTEE of OLD FIELDS ESTATES REALTY TRUST, u/d/t dated June 3, 1999 and recorded in the Barnstable county Registry of deeds in Book 12324, Page 264, having a mailing address of 1550 Falmouth Road, Centerville, MA 02632; in consideration of FOUR HUNDRED FORTY FOUR THOUSAND AND 00/100 ($444,000.00) paid; grant to MARKWOOD CORPORATION,'a Massachusetts corporation with its usual place of business at 110 Breed's Hill Road, Hyannis, MA 02601; with QUITCLAIM COVENANTS Those certain parcels of land situated in West Barnstable, Barnstable County, Massachusetts, further described as follows: Being Lots 1 —6 inclusive as they are shown on a plan entitled "Definitive Plan of Old Fields Estates West " in Barnstable, MA; Subdivision Number 770; For: Olds Fields Estates Realty Trust, 1550 Falmouth Road, Centerville, Mass 02632; December 23, 1999, Scale I" = 40% Revised: February 7, 2000 and 3/30/00, Prepared by: Advanced Technical Solutions, P.O. Box 99, East Sandwich, MA 02537; (508) 888-4029; said plan being duly recorded in the Barnstable County Registry of Deeds in Book 556, Page 38, together with a right of way for..the benefit of these lots only, over Abegale Snow Road for foot and vehicular-travel and utility purposes for which ways are customarily used in the ToW` h of Barnstable. However, NO INTEREST is hereby conveyed expressly or by implication in the fee in Abegale Snow Road, which fee is expressly reserved to this grantor. There is also reserved to this grantor, its successors and assigns, the right to grant easements over or under Abegale Snow Road for foot and vehicular travel and utility purposes for the benefit of the land herein granted, and any land which may or may not as yet directly abut this subdivision plan, as such ways and streets and roads are commonly now or hereafter may be used or enjoyed over or under streets, roads and ways in the Towns of Barnstable and Sandwich, meaning and intending that the grantor may by such grants of easements "overburden" (lie right of way by such future grant. I further certify as follows: 1) I am the sole trustee; 2) The Declaration of Trust leas not been altered, modified, amended or terminated since its recording, except as may already appear of record at said Registry of Deeds; i 3) No beneficiary is a minor, incompetent, a corporation selling all or substantially all of its assets, or a personal representative of an estate subject to tax liens, 4) The beneficiaries of the "Trust have authorized and directed the Trustee to execute this document. For my title, see deed of Laurie P. Snowden to this grantor dated June 3, 1999 and recorded June 8, 1999 in Book 12324, Page 267 and the deed of Paul T. Lebel et ux recorded in Book 12645, Page 150. WITNESS my hand and seal this 28"' day of April, 2000. OLD FIELDS ESTATES REALTY TRUST By: ery h o Trustee rvidually COMMONWEALTH-OF MASSACHUSETTS .Barnstable, ss April a� , 2000 Then personally appeared before me the above-named JEFFERY JOHNSON, TRUSTEE of OLD FIELDS ESTATES REALTY TRUST and acknowledged the foregoing instrument to be his free act and deed as trustee aforesaid, befor otary Publ' 2� y commis ion expires: g\clients\deeds\oldfields.abegalesnow.dd.doc `"E'° The Town of Barnstable PAPM ABLE. Department of Health Safety and Environmental Services t6y9• ,0� °rEo,r,,ya Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location -51S l2 s e&,41E .SNou/,Q/J Permit Number 66 6 G 7 Owner Builder /41,1/?/� WavD One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Nd re,t � e 5 T F69 o/Z %o i'l V 7 L el;g, W. /3 T Fc� , ,efgova I K, tk ;COOP- 9 1')SS D00/Z rr/4Rg.'-1° Alo' T T/z el; Tr0 Wela0 ff. (0) D e e r R A/Y e /1/0 T 1 A rC- f Q T &a V 5- (jK L3) 6:,,25ker5 FYr. w/titovr��TS- � (f) R�S �e�e n.r Fr oaiz 7�vcLy c r 'a�v Saw1 e R o�i a1i �� V Ne-' R 5 2 C TE-'r A t JaI e 5 ,') 14A UX w/�tVI)our /� 7- Gyl1,'AL l'aoc /3/7TN �t/aT Tt°/f��e�P/� f1,VA- P 49 / 1),15 c 80,%la ed fA" P e12,o� ell se, Please call: 508-862-4038 for re-inspection. Inspected by / 6,Lt, • — Date y Ale(l �100 �e T Leo 3 � 00 peC• G doe i p�.�,r/•SJ��. Jan 27 03 12: 010 5087780770 5087780770 p. 2 5084201637 01/24 '03 17:18 N0A)d9 U1 The Fredericks Insurance Agency, Inc. 1046 Main Street—P.O. Box 427 O.gerville. MA 02655 Tel: 508428-9999 Fax:508-4210-1637 wx•N_.insurari;yca3pCCOc�:coir, ilisnefrcdcricksiTr. `canddonacom I J 24,2003 13uMing Departntrnr Yown of Barnstable 369 South Strict I lyannis,MA 02601 Gendemen/i adzes: RE : Bond ti 06S•103662000 RCNI Lot 2,AbeQaile Snow Road,W. Barnstable.MA i The above mentioned bond giver.m you by Markwood;orpoation in favor of the Town of Barnstable is in full force and effect to expire in July,20113. F.Diane Frederic" Pressdetit FDF :hs Serving Cape Cod's insuwnce reeds since 1981- r Affidavit of Substantial Financial Interest I, AVPr14L[ of 1-1Gr x on oath depose and state as follows: 1. 1 am an applicant for a building permit for the rope y locat d at M p , Parcel 6Z��—GY7o2 The address of the property is �S'��c � �. ZA 2. 1 have legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is f-/U-C>� , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address rov,k)IL 5. Within this calendar year, I have submitted 'y� building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted —v' building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted- building permit applications for property in which I have a 1% legal or equitable interest. 8 Within this month, I have received -0,building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this ay of�,"�, 2003. 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT - Application to MASS. ?.002 QEC 12 PM Ind :t4hg Town of Barnstable 11 �F 3 J1� 2� A;1 9. 08 Q E IC OF APPROPRIATENESS olvislorr Application is hereby made, with four complete sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: © New ❑ Addition ❑ Alteration Indicate type of building: ® House ® Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other TYPE OR PRINT LEGIBLY: DATE December 11, 2002 ADDRESS OF PROPOSED WORK Lot 2, 35 Abegale Snow Rd. ASSESSOR'S MAP NO. 88 OWNER Markwood Corporation ASSESSOR'S LOT NO.002'.002 HOME ADDRESS 110 Breed's Hill Rd. , # 10, Hyannis, mA n26n1TELEPHONE NO. (508) 778-0734 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) See Attached Shear AGENT OR CONTRACTOR Tim Pearson TELEPHONE NO.(508) 778-0734 ADDRESS110 Breed's Hill Rd. , Hyannis, MA 02601 DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. To construct a new signle family home per the attached plans and specs. Signed Owner-Contractor-Agent For Committee Use Only This Certificate is hereby_WMVED Date Approved/De ied Committee Members' Signat i BE-' 1 L_-3 r r F't* 186 2e — fj- -,6 QUITCLAIM DEED Property Location: Lots 1 — 6 Abegale Snow Road, West Barnstable, MA I, JEFFERY JOHNSON, TRUSTEE of OLD FIELDS ESTATES REALTY TRUST, u/d/t dated June 3, 1999 and recorded in the Barnstable county Registry of deeds in Book 12324, Page 264, having a mailing address of 1550 Falmouth Road, Centerville, MA 02632; in consideration of FOUR HUNDRED FORTY FOUR THOUSAND AND 00/100 ($444,000.00) paid; grant to MARKWOOD CORPORATION,'a Massachusetts corporation with its usual place of business at 110 Breed's Hill Road, Hyannis, MA 02601; with QUITCLAIM COVENANTS Those certain parcels of land situated in West Barnstable, Barnstable County, Massachusetts, further described as follows: Being Lots I —6 inclusive as they are shown on a plan entitled "Definitive Plan of Old Fields Estates West°' in Barnstable, MA; Subdivision Number.770; For: Olds Fields Estates Realty Trust, 1550 Falmouth Road, Centerville, Mass 02632; December 23, 1999, Scale 1" = 40% Revised: February 7, 2000 and 3/30/00; Prepared by: Advanced Technical Solutions, P.O. Box 99, East Sandwich, MA 02537; (508) 888-4029; said plan being duly recorded in the Barnstable County Registry of Deeds in Book 556, Page 38, together with a right of way for the benefit of these lots onl u y, over Abegale Snow Road for foot and vehicular travel and tility purposes for which ways`are'customatily used in the Town of Barnstable. However, NO INTEREST is hereby conveyed expressly or by implication in the fee in Abegale Snow Road, which fee is expressly reserved to this grantor. There is also reserved to this grantor, its successors and assigns, the right to grant easements over or under Abegale Snow Road for foot and vehicular travel and utility purposes for the benefit of the land herein granted, and any land which may or may not as yet directly abut this subdivision plan, as such ways and streets and roads are commonly now or hereafter may be used or enjoyed over or under streets, roads and ways in the Towns of Barnstable and Sandwich, meaning and intending that the grantor may by such grants of easements "overburden" the right of way by such future grant. I further certify as follows: 1) I am the sole trustee; 2) The Declaration of Trust has not been altered, modified, amended or terminated since its recording, except as may already appear of record at said Registry of Deeds; i 3) No beneficiary is a minor, incompetent, a corporation selling all or substantially all of its assets, or a personal representative of an estate subject to tax liens; 4) The beneficiaries of the Trust have authorized and difected the Trustee to execute this document. For my title, see deed of Laurie P. Snowden to this grantor dated June 3, 1999 and recorded June 8, 1999 in Book 12324, Page 267 and the deed of Paul T. Lebel et ux recorded in Book 12645, Page 150. WITNESS my hand and seal this 28"' day of April, 2000. OLD FIELDS ESTATES REALTY TRUST By: ery h o Trustee ot_i-n rvidually COMMONWEALTH OF MASSACHUSETTS Barnstable, ss April a� , 2000 Then personally appeared before me the above-named JEFFERY JOHNSON, TRUSTEE of OLD FIELDS ESTATES REALTY TRUST and acknowledged the foregoing instrument to be his free act and deed as trustee aforesaid, befor otary Publ' - My commis ion expires: g\clients\deeds\old fields.abegalesnow.dd.doc I.JO lTOWN OF BARNSTABLE PLANNING BOARD FL)KM G l RELEASE Or LOTS S UNDER Lu-VENANT � I 1 Barnstablo,Massachusetts: date_-%1 -4j 0o ✓� "'tl""�n'-YIlt:U.utluly ail auihorized agoni ui ine Pianning hoard of tlamslaole,Massachusetts,hereby certifies that the iNowing lots owned by Markwgad Corporaciuu (Deed Ref [ik12977Pe1t1( curtno the nnvPnanl d:%in l Anri 1 10 7FQ2 000 and ramrrinA;n Romel {\I�►�I =! �i,i rdgi5ididii Uii�.eiiiiilc:aie:of I iie i`I0.—1�VOCUmenliF - �_),end shown on a plan entitled' Aef.lnitive Plan af. Olds Fields scdt:c'es West in is ar>;lscah7.e, MA Ali &id rfiUgded Wiui said,Devus. { Plan Book Pege_ _,(or registered In said Land Registry(District,L C.aE are hereby released from the restrictions as to sale and builrllnrl snecified In said Covenant, Sabi Inin are A9 AIOA- rl nn Raid nlen ee wwu:i�i: I.Af i T,qh 2, ),nc Z Tot SUBOMSIONS 7 7 t)__ M�2±7 ir - t ti PladnMR,Bowd o!the Rd ane. Chair. an Town of Barnstable COMMONWEALTH OF MASSACHUS&S 0 O�j aolll�laui6,ivieSael:?luye149.Sif • v. �o ^ than nerscne1v e1nue.o.1 sualuutu gifil ul l jb►'awing f ,3rc�nr Iha 7nwn of Rarnsl h!e Ssachuselb and]rknq,;a ed �\ `(� I .�_c__ dead of . a- InIlarByTiwZy^ s,rnrr-.r\,tv f.v Iuta—"a a,:k GIN said Plannina Board,before me. /1 NOTARY PUBLIC My commiSSlon expires:__ Alter recording, return toy rA'T`RILIA G. MACKEyHOTARY'PUBUC Town of dernwablo rianning iioara MdLmmlOdwbFiftDac 19 Lau"Juulll SUCui jar 'i ra�a uo,n,n vtuu i a• ?`ts TOWN OF BARNSTABLE SUBDMSION RULES AND REGULATIONS COVENANT KNOW ALL MEN BY THESE PRESENTS Jeffery Johnson, Trustee of Old Fiel.de Eetatos Realty Trust WHEREAS / of R&&V1Wk MA.has v.&Nlled an aolcaUon to lho Planning Hoard of the Town of Bamelable for the sppvi%( a five Plans and Profiles dated 11/7 3 1999 revised 2/7— 2000 prepared by I�zt WA lend located off 6al.e .nou Roadlnto 6 Iots,onUUed'Old Fields Fctotav bloat <,srb"&IonA170 � - WHEREAS The Planning Board and the Applicant have entered Into a Develolxnent Agreement dated 3/17/00 _ this covenant Is attached hereto and made a pen thereof lha Development Agreement,to secure the periormanoe thereol NOW THEREFORE IN CONSIDERATION that said Plaming Board of Vie Town of Barnstable waive the 1 requirements for eecuity as provided fn Section BtU of Chapter 41 of ft Geneml Laws of Massachusetts(Ter. Ed.) as amended and for*er 000d and vatuabla consideration WE hereby COVENANT WITH THE INHABITANTS OF THE TOWN Of BARNSTABLE as.follows: i i. We are the owners of record of the promises on sold plan. m 2. We will not cmM any lot or erect or lAace on any lot any building foundation or permanent bull&V until the work an the ground necessary to adewelety serve such lot has boon completed In OtEf irtltrvier spaolfied In me Development Agroement dated 3117100:PROVIDED furOw.however,Vie Board may release e lot of rots t lion the furnishing of ImAclent rtecully as reWmcl and approved pursuant to Ufa provisions,of Chapter 4t,SaoVon 81U,of the Memichusefls General Laws. Q 3. We agree to record We covemrit as o pet thereof Vie Development Agreement,with the Barnstable County -i' Registry of Deeds,and to forward recorded copies of Dte Development Agreement and Covenant to Ole .q office of fie Planning Board within thlrty(W)days of the Planning Boards endorsement of approval of the Subdnrislon plan,or the approval of U%SubdMsion Plan ahafi be null and void. L� 4. This covenant shalt be and is blaring upon our teas.wmutors.odnlHstmlom,gmntm or suomssom In Interest and our grentoo or suooemm In We,It being lie m*mss Intention and understanding and 0 agreement that this covenant shall oonsUOAe a oovwwg riming w11h the land. U 5. NoUdng hweln shall be deemed to proWi a conveyance kMed to this Covenant end the Development 9 Agreement by a s(ngle deed of the entire poroel of lend shown on said subdivision plan. ,. 6. Tids covenant shell lake effect upon eppmvel of Bald plan by the Planning Board of Vie said Town 01 Bemslebte. Laurie P.•Snovden,Trustee of Timothy Hinckley Realty Trust II 1 A' For tiUelotheproperty,gee deed(ram to Jeffery Johnson,Trustee of Old Fields Estatos Reelcy dated 6/8/9 9 recorded In the Befnslebte Regletry 0f Deeda,Book pipe 267 T ru s t or 140stered in the Land Court at Domitenl No. and noted on Cw 0erlifrcata of UUe no. In Ragls(rabn Book page The present kidder of Uw mortgage upon the property Is United Financialf,arpy(rxune)01' 3 Ale is Avenue toeton, KA (ankness).The mortgage lactated 110M and recorded In the Bamstable Registry of,Deeds.Book 1264 S page 13 2_,and noted on certificate of Ode no. In Re0stro0on Hook Page , or registered In the Land Registry as Dom rneri rro. _;and noted on the oeNficale of title no. ,In RagiaUetion Book ,Page (signature) (print Home), spouse of the undersigned applicant hereby agrees Vial such Ihlemst as I,we may have In the fxemises shag be 2:362 f subject to the provisions of I.Ng covenant and lnsolar as Is necessary refeeses ar rights of tenancy by dower or hormatead and other Interests therein. I(we)hereby agree to oonslruot the ways and Install Pre Utilities In the foregoing 6LWvWm In emordance wfUi all the IGIMS of Via Oevelopmont Agreement dated: 3/1>/00 In witness whereof we have hmunlo get our hands and teats thtg`_._ _.(day)acid_ (month)11 20 -0— — Owners a megorily of Plannino Board e 'r . o on,'TTus ee Id^ 1 lde 's eGea Realty Tr, pnq Spouses at owners �[PlanningBoard) J,. COMMONWEALTH OF MASSACHUSET'TS BARNSTABLE.68 iS 2000 Than personalf epps and beloo mo Use at m riar Q 1(EY ��;,• acknowledged the foregoing Instrument to be Ure Iree act aM dooQ of eel R rd (print d anrrrq eoe r Ore Town olz' Notary Public My comrntsstnn os:� Gbrrtalles101t tr'�6iaµ►{ (APPLICAt+iTj COMMONWEALTH OF MASSACHUSETTS BARNSTABLE.SS March' r`�`'`„ t4 '2000 Thonpareonf1y@PMmdboforome[tie above named Jeffery' Johneon, Truatta of Old Fields tEe e s c'e s`i Re a L t Tr u� s ant name)am acknowledged the foregoing Inswenent lobe(Nt/hers s e act end de�,^ Notary Public My commission o)pfms:a :i 2003 08:57- - 15087780770 PAGE 02 A —z003 08 :54 All DOWN CAPE ENCIMEEglHG 506 36Z 9880 P•01 -��"•� + ABEGAL.E SNOW ROAD b,. eoNa. �+wa. { LOT $ 00-109r-2 CERTIFIED FOUNDATION PLAN FOR THE PMPOSE :,r. OSTAIN** A &JIL00a PERIWT ONLY WcATION GUT 2 A.a MALS SNOW MAD (PraSr) WNSTABLS PREPARED FOR: SCALE: ,M 60' OATS: XMIcr $2, foos 1I AR"OOD CORP. REFERENCE : a,tiSBSS. 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"Y pPla acre q.p ••�J s k ii d�g'a \ s•S aacl i.fS NY j t l 1 aoc_►sx K t6= 1a 'G '\ �n—�;k 1KihOSl3 j\I\K 1 D'�?PP IS•fi .nof _<':•i �•,.. at�:i mctlw8� E 3UY1'QVIp QbU _ ,t ,Nq tlaa(f``�4 ,y'• 4+1+Ci IIK:1 f'-i'aP •1 :L2LIi.A\ pt7.q.`!YO 'iiti I.f!N ~iQ e{ PCs 41W ia:.ICRfN q� .fa 97Y4 al sow F/ ,• 1 ,'emu pu mm sea,loos:04C330 �b'r'Y �• tr�OYN'IYxttfpApY�aY,�lrni�ns; vi�xi7too!ttlr11'WXLAp Jo VNE i pyfpap / "J /••wanl':Ml ''1° YnGVoV J83AAJFJI5"IVa .aSy�OJ:YLlTt�07f/�•O"7YJLLl7D/DY3YYVYlAa VJK ~a6;�fS f D'0� OMYLSN U ONJ-M4MOOmi L.NUM MOlp1 AYWLOM%D"7M 31U 1995 �� StUM"0AV VK"fDAi 01YU34 ON SI 1m: c 66J 3St1.•TLL1M799f0 A7Qi+[If: ` 'LsniukLIvu Sltrl9 SasAlf7'IO V�11W®OWL _Y.. tw 1 A V.�.S r9 +� L7LL910 AYTBAO'�•f0'1�oa ! t:.«.a NauYJs y _ rnatco K s Hasa \, AIO!�(t'S sA 2 <+s ��' '°'� c sl•cLY:%n.�A~,2m am mnw z rs Tara. m 3, r ° % pis px- d3,LNUSPOOPGNOT �nfs6 I Q z + No.a f IJ r • N 3.1•E IIrtlK'�QYt M Y3LY'lY1Ql RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 0 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE' // cy 93 3�c square feet x$96/sq.foot= �/a S6 x.0031= to l S 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._ 3 $ 6 t'-1 x.0031= Ga e.1 �C 4.do✓r Ac So 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) Deck / x$30.00= '30 . 0 0 (number) Fireplace/Chimney x$25.00= 02 0 d (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) p y 7 Permit Fee O projcost pp 1 ""',.+ •, � ✓/ze -Uaninzaizwea�i a�� ac/ivaeCCa 1 �z� J, F ' BOARD OF BUILDING REGULATIONS i•j License: CONSTRUCTION SUPERVISOR Number:-CS., 005867 Birthdate:11%Tti1953 I Expires 11/5?J2003 j Tr.no: 8168 Restricted:,00' k; TIMOTHY PEARSON _ PO BOX 519 CENTERVILLE, MA 02632 Administrator � 0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 68 8 -o a -0 � Map Parcel 0�1 Z S Permit# Health Division D l _2 0� Date Issued 'o Conservation Division Fee .-1 'S Tax Collector S �0 A&PA- EPTICg f0; I SYSTEM MUST 13E Treasurer � A �,�p,,,, STALLED IN COMPLIANCE Planning Dept. .." ���a���� - WITH TITLE 5 r ONMENTAL CODE AND Date Definitive Plan Approved by��n'`gaB,00arrd —/v — a 0 v ^'M OWN REGULATIONS 1 Historic-OKH LO fi Preservation/Hyannis _ ~ ad Project Street Add re s LOUPAC',' J,- e Villa U. °S(.t(hS 9 _Owner 1/j►} LY4,0 �PO Address go I v uo Telephone 7_T Permit Request c4 060 v c. Square feet: 1st floor: existing - - proposed I" 2nd floor: existing -`— proposed l40 Total new 606 Valuation mbdI t( Zoning District �� Flood Plain Groundwater Overlay Construction Type Lot Size 67v S Grandfathered: 0 Yes ❑No If es, attach supporting documentation. Y pp 9 Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure — Historic House: ❑Yes MIN o On Old King's Highway: CrYes O No Basement Type: O 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 -T Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 211 Gas Cl Oil ❑ Electric ❑Other Central Air: Cl Yes t/No Fireplaces: Existing --- New Existing wood/coal stove: ❑Yes ud'No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size U"RcxAi. Attached garage:❑existing M `new size HG 3 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Wr'N'o Ifly ,es site review# Current.Use SJy)4 c� Proposed Use BUILDER INFORMATION Name //m Telephone Number Address VP ( �Z A,# Cell License# Home Improvement Contractor# Worker's Compensation# W6I- �) S- 3/�7(�7JI-C>IO ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PRO ECT WILL BE TAKEN TO R)eZ e//N � SIGNATURE DATE "�G� FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. CAN ADDRESS VILLAGE OWNER G� DATE OF INSPECTION:"z FOUNDATION FRAME INSULATION .FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH.- FINAL ` FINAL BUILDING DATE CLOSED OUT a � ASSOCIATION PLAN NO. ,r r r. NEW ADDITION 30.-0. Yl'-101." c y � oprK— NEW S tt.oes unmca STORAGE AREA u ` i EXISTING �p NEW p EXISTING EXISTING n BATH ----------------------- ' STUDIO ` W.I.C. M/BATH _ EXISTING BEDROOM EXISTING �°.CD 4 LANDING E EXISTING T _ _____ BEDROOM _'-0° ------•________________ EXISTING _ q___ ❑ BEDROOM --- --- Yv NEW 9 MUDROOM 4 EXISTING FOYER 'o r 1W NEW rma erep ' ADDITION EP IXIST. ° .N - BATH ®® EXISTING EXISTING EXISTING SECOND FLOOR PLAN KITCHEN BREAKFAST n n n n n ____________________t EXISTING n GARAGE 1i n EXISTING __ _ FAMILY ROOM -- - EXISTING EXISTING LIVING "l DINING �� IXISTIN _ ___ ------------ NEW EXTERIOR WALLS FOYER __ __-a n --------------------- n NEW INTERIOR WALLS n EXISTING WALLS s'o• NEW ENTRY R .. EXISTING t NEW FIRST FLOOR PLAN � s ra p� etfv BRIAN d CHRISTINE MATTY n PROPOSED STUDIO AND MUDROOM. DATE REVISION DRAWN BY PAGE SCALE J� /�$ 35 ABEGALE SNOW I 11-26-01 DEsI M g o� ut:ro° f� �I WEST BARNSTABLE, MA. � .e�� .�m.,.a�..e� �� ,., a.,,,u I tLYAL eim%c ecnm am a¢v�ur�n a acscve re.r�r et•�v nmr ee e�ta'�e�n er terse ee¢u�d�ww.uo.�era+r..aE u�roesr enecn�vu ezerm+ra aw ae».aH.e� �� •mane�•x.aur fde are CgdY/KfU'GR fda rra rua ec Wane gPAarN'd pRail:caorec+tlV, Ae.cYrta cs roenat.-ICrv.vwsr acx v om�uz.0 oro®¢ amp Ecru.pscav Ai �uaovn a�Guu.s afar e4a atwaee na co°re 1 RIDGE VENT RIDGE VENT 2X12 RIDGE 2X12 RIDGE DCIO RAFTERS o 16"O.C. 2XIO RAFTERS o 16'O.C, in,PLY.S14EATHING 2X8 RAFTERS o 16°O.C. �V Ai/1S°PLY.SHEATHING 15-ASPHALT PAPERIV ' I&PLY.SHEATHING ASPHALT PAPER ° ASPHALT SHINGLES IV ASPHALT PAPER ASPHALT SHINGLES ASPHALT SHINGLES n 2XI2'e G.J.o 16'O.C. —• _ 2XI2'e C.J.o 16'O.C. '.u.•16•oc. R30 INSUL I R30 INSUL I/2"WALLBOARD D(3 STRAPPING ® DC3 STRAPPING 2X4'e•I6°O.G. R30 MSUL. In"WALLBOARD I!1"WALLBOARD RI3 INSULATION 4 — 13 IX3 STRAPPING I/2°WALLBOARD 2X4'e s 16°O.G. p Q 1/2'PLY.SHEATHING Of 5/a"P.C.WALLBOARD STUDIO RI3 INSULATION m MUDROOM TYVEK WRAP OR EQUAL C, IR"PLY.SHEATHING STORAGE TYVEK WRAP OR EQUAL SIDING U p c AREA 3/4"T/G PLY. SIDING i 3/4 o "T/G PLY. O NAILED 4 GLUED. NAILED A GLUED. S o 4"CONC. 2XI0'e•Ib"OC.-> DCIO'e o I6"O.C. -° - - -- �-2XIO'e 9 16"O.C.'--� 2XI0'e o I6"O.C. SLAB �+ Q I — -- }2XI2'e G-IRDER Rig MSUL. e - — -- - }2XIYe GIRDER-0Rig MSUL. 3-I/2"GONG,FILLED—" CRAWL SPACE Q 4 3--in"CONC.FILLED CRAWL SPACE d I• : a LOLLY COLUMN. 4°CONC.SLAB O a LOLLY COLUMN. 4"CONC,SLAB a CROSS SECTION CAS CROSS SECTION lS� i d e 0 f 2XS RAFTERS a Ib"O.C. IR"PLY.SHEATHING ®R30INsu- RIDGE VENT 15-ASPHALT PAPER2XI0 RIDGE 1?:...:.:::.:.:::.:::::e°°_:°:=_°:-- "=s:------::-:-5---------�__-->-y-a _.._. ASPHALT SHINGLES V2°WALLBOARD APPING 2X4'e o 16'O.C. LBOARD RI3 INSULATION ASPHALT ROOFING EXISTING P In'PLY.SHEATHING IV ASPHALT PAPER ROOF I NAILED GLLUED, SIDING WRAP OR EQUAL •_-_--.-_-.•: In"SHEATHING mTYVEK 2XI0'c o 16°O.C. _ ^y 1 DRIP EDGE -- - v MINSUL. 5"GUTTER ASPHALT ROOFING a,.ca aPsce 15'ASPHALT PAPER Q 4°GONG. .......... .. In'SHEATHING + SLAB D(S FACIA TYP,H2.5A TIES -- - •• =: DC SOFFIT 2-1/4'VENT DRIP EDGE E3c1STING 1-3/4"BED MLDG. 5"GUTTER ROOF NOTCH FRIEZE TO RECEIVE SIDING. ------------------------ w IXS FACIA IX SOFFIT n2-1/4"VENT " O I-3/4"BED MLDG. NOTCH FRIEZE ------------------------------------------- TO RECEIVE SIDING. e -b O'C. ROOF FRAMING PLAN ! 2xe E>»I EAYE DETAILS EAvE "3 EAYE DETAILS .q Z DATE REVISION DRAWN BY PAGE SCALE g BRIAN 4 CHRISTINE MATTY �I PROPOSED STUDIO AND MUDROOM° JB 12-13-0 N ® of h�sl9'ns 9I B 38 ABEGALE SNOW 4 1 v4:ro" WEST BARNSTABLE, MA. kl I. raeoxans „„ � T �I /�/ eeE cx awwhGe 1P.vice RIGrNMt7c Rf`aaw�tE rcR CO'P[l�yce wtM.ett iv rVE e�tam a0n Loc�rmVl c►,au ea•.aPE7/:rmmK.e �v at reVnnre ewec FXrem eE[cvl nw?e1ta�roast aunt {'q;pn `.11vl caoee.un oRa+v.. cs.e aeeroNe rc6r er wm� ..�- Huss ee aerrxrmm>ei�crx eaa ra�evnorm am eec'�r..e� r.�vnxm+•enawniaae a.eraivre snry c�aew.e� 7`,I rcw a'>F cormmae ae rcw r�use a na'�eiaAesre cw�ccwenarcniae awerree cp eeanna(r'rx roao-r awooana,um amass vaxuea wa°a,oareeae.sa eswe i EXISTING EXISTING n y EXISTING TYP. Ixanx3 v NEW RAKE BROS. 41R� NEW LI u TYP.UC5/IX6 Jill CNR.BRDS. EXISTING AND NEW FRONT ELEVATION i EXISTING EXISTING I �44��-0 ltT.OVE dtettlrb WRSOuI r4 i I P � rry � rry e EXISTING EW TYP. "/IX3 0 iQ4rn i RAKE BRDS. - WIC SHINGLES _ T7P. IX5/IX6- era o CNR.BROS. - I o EXISTING AND NEIll REAR ELEVATION � �` 1 BRIAN GNRISTINE MATTY =� ZI PROPOSED STUDIO AND MUDROOM:- DATE REVISION DRAWN BY PAGE SCALE the heslgns g t 9 g 35 ABEGALE SNOW r�f s T �I WEST BARNST ABLE, MA. �+ m rweuee cx ea wee a�e Flea�++�eaeme rav mac.. mn,uc m Ewe,a g.� ravcE,s�+.a�nu ea over rm arcs r3.0�m ne ewes Ex no eaae,aaxnc� m„os nc I, ra eo su xb.,.s r. tcL^AL cvuaTr.cooee aim A .B amnNe rur rug eE Aao REr rae>'eF , nrltr.LL eo¢�praa+e.uO acc[rLaeLE l J✓eetvr nnacrueu E3n4w�e Fav oFacv era I.f Z1 . lGq enE u�mrrxolvCRlCRIl21MffR 11�eEGRA6Mie LtAM:�aveAaclgc PRLLTAME of C4WnaClKPt vERar DEaGr/!YlNLLCA[DkWeM Nl�/APCX O45L�®P/+m B30NK Q•iiLL6LA .a•.f ¢fG)L94RK11MLE/Y4 O.1Md, 0- EXISTING NEW ASPHALT ROOFI i N ,fL4 : TYP.Dc5/IX6 GNR BRDS. /G BHMGLEB EXISTING EXISTING AND NEW RIGHT ELEVATION n��UJ r NEW NEW ASPHALT ROOFING EXISTING } NEW P. PAS/IX cNR BROS. EXISTING AND NEW LEFT ELEVATION g BRIAN < CNRISTINE MATTY PROPOSED STUDIO AND MUDROOM. SATE REVISION DRAWN BY PAGE SCALE J,8 pC�..gl n8 9 s 35 ABEGALE SNOW I 12-13-01 N e of `�— 1141-AO' 9i rV g WEST BARNSTABLE, MA. �I VpLWCMAW Cr o¢ ArY Lf/vED AU ml ram arawaeca�eK Au cork'-R arxmj" wJ Fc mre ewtt txrem alit/Re Ms I'M"C m il� Pa eew�u nw�v.ar sv. O �crx eJrirn,ve rivee Am o,®aurce a ano,ve rar Nor ee iao,eEx. r•mr et r rt�axaan er,..-.,aon ewmmerc+stn.,cra•r.,e,e aJ mD r on nm u eiesmn•rd•aeav.eaF Y rcw a2 ea¢maw M r P VM ct INF1fE epwutHa•cwn�Ccwriaernat P1WenrE•6 eOKsIIaCTKW.r6eiY nIDX.M am/LQCAL tTG/fQ:sv. amp tawt tat:ume a o eiaaaz If. cE•T e.aRx•T.aN[E rta o21•s �. _ .t x -,.."l'<' ..... .•,_ e._ .� _� �...._ � • �.P y.......fir a �.r .-i':_• -v":�4r ��R... r Iw^'.+k e;?:y. � �W _ _ _ _ i. EXISTING FOUNDATION WALLS °NEW FOUNDATION WALLS ' 30,-0, • -- ..-----I-----------------------------•---------------_ -----' - .. o A - ; ----- --- ---a A. of NEW •'B°CONCRETE WALL G Q • DAMP.PROOFING CSA �d' d CRAWL SPACE Q .APPROVED. ° 4°THICK "ayr - n••d• ' u/ CONC.SLAB — •�: 'e74' D CONC.SLAB �; 9 4; ^ m ••�•'.•'. bCb KEY• e° ��. o °de °do °d•n °d•n °de •d ` .Z -10°X7)'ccilCc FTC. °d73 ' d•e 4 2XI0'e•I6"O.G. TXIO'a•16°O.G. �e• �;• co' m ACT GRATIN.AR'• 0 g 4 Q (ABOVE) (ABOVE) Q °d•°•°d•°• Z �9 ------------ -- FOOTMG FOOTING DETAILS 8" CONCRETE WALL Q XA u _ _ y�OO TVP.5A'RDDa F U U 11111111,117 ---------------- ----------------------------------------------------------------- ' ---------- ----------- 7 EXISTING i i EXISTING ' GARAGE -- - - k:S8e E358e�@=?F@EeE @A�(g��eese is�!5u 24=v1 EXISTING ------ ' BASEMENT EXISTING ; -•-•---- --•--------------- ------------- c -•-•--•----•-------•-•-----•---• •-•--••--•------- C FOUNDATION PLAN 0. ---------:-- a= --_-..' Q FLOOR FRAMING FLAN .=..ri_..___=====s __ ______ ______ — f�, :�"=-::a G:: ----- C . ------ -- .o". BRIAN t CHRISTINE MATTY PROPOSED STUDIO AND MUDROOM. DATE REVISION DRAWN BY PAGE SCALE 9 s 35 ABEGALE SNOW �I 12-13-0 i N •3 of 4- v<:ro• CI g �I WEST BARNSTABLE, MA, k y d o•wan�e coves n�arueeR �sae uw.. +1�> .' .' arnr wu z Doer e?a wm�xvaarErron a•wu raneeTc rmiare y wcc revrrarrs°"c°u tMEm eRW nasan�rExsT as>ne -(I y eva.Dac eacr-b w>v aeD,w+rta�Deawre n"r mr ee,,Eco ��I; Pa aeur me ncw.Nsa. p cxwe rarer er�u eoa taarxw• L4 AL EhW vF .r wo�r a sc ue°t mErmr a rqa Dear 2 Fac enF cwmmave cw rca nE ws as»wee pPA°gM'°a Duran crnc�rRtrtrese saewerres cc caverRcrrust v&aar ceery Wlf/ILi.At ow:+aes¢ anu e°" C�.ue .!' Dear ewRxlrwetE rra axes ti f • Q-O' 10 •o" 4 -0• ` :p `I ,. �� 1.�2_2- 2.2" q., _.. q -r" 5., _ 6 , I JI O OCl I U1 IM 2c 0 f - tD O 2G 2G Q _ 2c �; r I O 2� $ I , f . t r 1{ tD `� tt 40 i 8-0• 4-0- �6 �. 4.10` b-8 a s 2-4`• 2.� 6'�o' 4-6- REVISED PLANS' L . Date: PeC V1it ASSESSORS DATA: 1 MAP 88 PARCEL 002-001 pq I LOCUS ADDRESS: ,#35 ABEGALE SNOW ROAD, WEST BARNSTABLE 0P ABEGALE sN°w c� ZONING DISTRICT. RF 0 VERLA Y DISTRICT AP & RPOD �P \` ` BUILDING SETBACKS.- FRONT - 30' 21'S�fET - \ '�; SIDE & REAR - 15' LOCUS �` elc�\\ `�,\`q\`\ REFERENCE DEED. 19551-222 REFERENCE PLAN.- 556-38 ; FEMA DATA: ZONE »C," MAP REV AUGUST 19, 1985 PANEL 250001 0015 C 000 50.3' L.O C LT.S' MAP - �, p 2 SOO 3A•8 O� p 80.4 I sQ, LOT 2 263' 56,061 tSF O 36.9' SEPTIC PER T.O.B. AS-BUILT CARD �- - $qs ARA I �. A PLOT PLAN OF LAIVD , PROPOSED Prepared For.- 256' �28�2 << ADDITION 35 ABEGALE SNOW ROAD XXAAA O O In 8.3 x 10.3 SHED �!E � I : ap�THNLT���s'% West Barnstable, Massa ch use t is PEGIS T�� sy„ - ': I Q STEPHEN Scale: 1" = 40' Date: November 21, 2007 Prepared By.• Stephen J. Doyle and Associates 42 Canterbury Lane, E. Falmouth, MA 02536 40 0 40 80 ' °s a •E�° Telephone: 508/540-2534 - z � 9 g2� vissoX-M oc � i GRAPHIC SCALE 1 i' = 40' NO. DATE DESCRIPTION BY I / it ---� •za a�w.(y1. _I_Ij`I 1 � W.C'.'5LIr•.I�l.ct--_.. IYo:.kllC•I:L'ESYf73�•LYyAs'yyr, _-_ _. _... -. - .,... � .._... ._. i I;1 • Y• ^dr Y r�.,� ,+. '�„ � �ss _..Q'ro4F_vEro.•r-�.:...__._- - t � � �� - A L 3+ • t ',.»� -'�_'t:, ti' 7 yr':i�'a�f`.d ..e " e'.`'� '�—__- -- - - s t. I. " �,- � • _ -, -� • ' 1• , \ ,. r �' I ` s t - SCALE GATE i SC-E 1 e0_.s0.�9../ 508.428.6191 1 h �z4see�/amr:.vpta%w q hdar Acfd� =Y— �oW - custom -- - _ __ - designs y _ _ _ 1 � -_ _ copyright O 2002 All ights Reservednred OQ - J LW L ahaszw SMOKE DETECTORS O. C. BARNSTABLE BUILDIG DEPT. n r N (�( I o r Prellminary plans and layouts by DC.D are for the use of then customers Only-Any other use is s[nClly Prohl Oile � t i .�{J'. �Y'.q]L�CETSG�(C•".6u1DZi'2F_S_.._-� P. ` . i0%4.•. .. ........_...--•�.A. 197."' •t°`o-'. 9:�- -o^ ...t$•ro.. .- .. _.. ..- .. ... .---"-- T t6,o i - ".•� _ - N . LE Doi 4./02. li } 0 i M 1 608.428.61C1 (Eevi I A • WI � � '° 4 - � u esigns copyright O 2002 o YX45X1OTNICFMFORf1/P •i ill _ ' : tj All Rights P CONC.FILLED LALLY COL I I - Reserved 19- mi LM Un — '— a -I r.• r t i0 LL _.._. 1 0 ` b. l• _ ._ ' r ij;rr �I:a-r.a:rr- H a. .,r•. �ATNK�KEWYm F'T6�1i'7(8' .; �i N� __ � j . 1 a' 0 o Prenm;na'y plant and layout& by D.C.D.are for the use of their customer$ only.Any other use It strictly proni Dite i I , __— ,i .te L f; d. SO 2 - ji -1 -._._ /t� � � .... _:B:A_t,'�G._..:4_O__. ..p:`�_ -_C.S.__-8.d_._. ... _:4'.G_�.LC:=cCC:O•_tC_�__--_.B:_tn�_�_-:-:':_=�`.�fl:fe:=� ._�_.•'Ci_:-:�'A..O_ - - " �rL-O � - � __.— _____ ___ I.— __:.56.[•,SSj�'C1'G"flC�2_.Oi-LiCC—_._..___ • _R:td. IS Sp'. 'rite; 9.0'•. .9:0` D f , 1 I I NI I r .W 1:4• 2:.4' 9:f3 :e. .✓ - O I i ALE o�*E +' 2`-Euc-t-T I, z� , i 508.428.6791 C`ievl i n 01 I@USt0m I 3i pn . _ —_. .— copyright �2002 I i '0i _ u i I I All Rights Reserved 9; �1 FAYEfG 0 v: ( • t 1 i 4�0 12.0 i cc.*.' q•�' 9:p C ' q.p.. 1 i x 1 O _I 24:0 58:p' $ I Q j F-=t _FLU91Z I� n.1__ O G Preliminary plans and layouts Oy DC D are for the use of Iheir customers Only.Any other use is strictly prohioite U . I l} � 1 �. ci ir ;LrJsro4_ I� m�—N i i. II I ,�� , r_. —Jig ! r •I 4 r{, l �i I\ -,: 1 i -_tea�• poi s (. r i ,l t #_ , I I l t � ; •t.i w5li �' y .t + i o- •� ae,,e. !. I, I t: l Ii F I �t �> 1 'f*i � V li I �I-�'�_°-tr.=f..,l -� i jl � �•1�! r}'. ,3 s '_ _ , __ - __l yI'uNIf �•�.0 p- �'� �. �IU_I�_I .d.•..yTL_U^III i;?Ij;1,_.OK1..: —e_ —gYJv—���' ��_}ii}tjaiv]tyyI 1tII l 11I r.- � I1 i-.I r. �rI l. IIACI II,Ijl. (I 'I.� i 1 .ii ( .w•r. i,A ...S.r.'".q+•, z�r;. +ti. SCA E 1 7 d-e GVCI i =n508.42b810A .T"6E 91 .I9C 1 @UStom eslgns copyAght O 2002 All Rights Reserved L yid UT I6"o �I 8 'ti O t4liJQ161 f(%!!7ER♦CLrAn'CTff LUldb x;A7=eLLftiR 51:-5 • .._._._._..�:_:: cE_JUs6T.tin.i[,EtZS_A5.i5E5iVIt.En �_ - .... ._ .... Preliminary plans and layouts by D.C.D.are for the use of their customer only.Any other use is strictly prohibrte w I I ' 1 SCALE O�TE 117 6 -428.6191 (2ev1in @UStom designs copyhght O 2002 All Rights ±141.11 FT •_ ._ �.� Reserved 1-71 I I � e 4S preliminary plans and layouts by oc o.are for the use of their customers only.Any other use is snit tly prohibne 't'z -.cou:nc-nES ... I . erae.ckc; �.'.._ — .....__..___.. T. it E'._- _•_. ! "r":iuEHTti2pG1L'. -"' - i � •b/a-T��'PL WOOD 1 I� :Wd:.r['G�::PLYW OOD - 1�3.SRAP,P.Is1S4-4rOLST+_ - S/i.suEET'P.OSK._..____.__ ¢ =':JlCC2KlJCL'' - _.I'L.._ID.JOIJ,2 i I [Q-7015TS_ I r -•2 r_q-.1'r:LSGG_� .. _IwI$3,R-v- s73Q1-- ' '=.:SECTI�'I�I�CiC_�1a'-7:¢)_____�..---•-" - --^j_— ` f , ¢'=G.'cC6200AZD5=DCs" _ �sas;_AT't'�TS' :-'rnr�nl . •. ,���'�,��...,5 �' i 508.428.6191 I ' i r f evl i n usto gesi ns pyright O 2Oa2 Rights served I H � � I • i Preliminary plans and layouts by DC.D.are for the use of their customers only.gny other use is sl ric tly Prohi bite i ka ASSESSORS MAP: 88 PARCELS: 1 & 2 - LEGEND ZONING DISTRICT: RF ® PROPOSED WATER WELL j MINIMUM YARD SETBACKS:* agrc -16- EXISTING CONTOUR FRONT = 30' R� X 16 EXISTING SPOT GRADE SIDE = 15' SITE LOCUS ABEGALE SNOW RD L = -199.80., p-W-o PROPOSED CONTOUR REAR = 15 _ -! -3 47 TH1 SOIL TEST HOLE „ `F _ FLOOD ;ZONE: C BARNSTABLE oG aq Q SEE TEST HOLE LOGS) s R - 5 5.00 _ COMWUNITY PANEL 25001 0001 D 9 _ _-- ��___=-_ ,z '- N UTILITY POLE JULY 2, 1992 cF� - N� GROUNDWATER OVERLAY DISTRICT: AP --�,- CATC H BAS I N N N v _ O - y PLAN REF: BOOK 558; PAGE''13 LOCUS MAP. _ PLAN REF: BOOK 556,.PAGE 38 ��� EDGE PAVF = - S t _ / NOT ALL SYMBOLS MAY APPEAR IN DRAWING ��_1 _ SCALE: rrTs RAN '// *VERIFY -WITH TOWN ,OFFICIALS L _ , ,22 _ ,Zoe TV ? �• # �z° ,�9� ,, 26 ; ELL 1 / WITHINS COVER (WATERTIGHT) TO 125 ACCESS COVER TO WITHIN 6" OF FIN. GRADE, ACCESS 124 _n, 1 TOP OF FNDN AT EL. 124.0 GROUND SURFACE AT EL.. 120.9't 6", OF FIN. GRADE GROUND SURFACE AT EL. 1 16.3 t GROUND SURFACE AT EL. 116.5't r MINIMUM .75', OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM f ' 115 `' \ .s RUN `PIPE LEVEL 2" DOUBLE WASHED PEASTONE / FOR FIRST 2 3' MAX. .' 116 PROP n.� 2 1 19.jl ��. PROPOSED 1,500 'TppoSEO D�y�LUN I / 'Z 17.25' GALLON SEPTIC 1 17.0 1 14.8 OF C FND _�_ TANK (H-10) GA N = 124.o I PROP. „ 1 14.04' ` I DRIVEWAY o / _ �% oo BAFFLE 1 14.21 ' DODO [� O O O O O o , 110 DECK / / I o000 DODO 000 0 114601 DEPTH OF FLOW = 4 p O O O a a a o a 4 Around TEE SIZES: \_6 CRUSHED `STONE OR .MECHANICAL 108 0 / INLET DEPTH = 1 Q MIN BELOW FLOW LINE COMPACTION: (15.221 [21) $ 2' a I� o o O O O O o 112.0' / OUTLET DEPTH = 1.4" MIN BELOW FLOW LINE ,o� % / 3/4" TO 1 1/2" DOUBLE WASHED STONE (MIN 2% SLOPE) � (MIN 1% SLOPE) (MIN '1% �SLOPE) ' , a , L 3 Og FOUNDATION 11 SEPTIC TANK 88 D BOX 6 LEACHING FACILITY 19 >- SYSTEM PROFILE i ---- (NOT TO SCALE) .: 1` --�- - -D-BOX, _!' - �� TH7 TH8 BOTTOM OF TEST HOLE AT EL. 104.5' DEPTH (IN.) ELEVATION (FT.) ( ) ( ) ----- ---- ---- DEPTH • ELEVATION DE T IN. ELE N FT. 00 RO D _ i i/ 0" 116.2 116.9. . , , 7 , O„ a.: 0/A / , SANDY LOAM . .. ., . D LQAM, d ._... .. .m... .,.. ,:. 10 YR 2/1 . .».,.. 8 115.53 " 10 YR 2/1 _ SANDY LOAM LS DATE• MARCH L 'I `SANDY ZOAM �t �•; 1 / ENGINEER• ARNE H OJALA, PE, P 0„ 10 YR 6/4 1 .40 'ic 1,e 120 28 113.86 WITNESS: GLEN HARRINGTON, IRS C 1 EXCAVATOR: L I C 1 , ,, - EXC 0 BORTO OTT _ LOAMY SAND - 4 ^ i22 �,�� LOAMY FINE SAND >>? 11s " 10 YR 6/3 " 10 YR 6/3 L 7 46 112.36 48 112,9 112 C2 SOIL CLASS: I C2 r < < , , LOAMY FINE SAND MED/COARSE SAND PERC RATE: <5 MIN. INCH ir0 ttl // I •. ,�40. " 2.5 Y 8/1 ,. / 2.5 Y 8/1 ,,.., 56 1 1 1.53 TOP PERC: 84 78 110.4 o ` C3 C3 VARIGATED LOAMY SAND ., 7.5 YR 5/8 ,. 7.5 YR 5/8 n 76 109.86 ,88 109.57 / C4 C4 MED/COARSE SAND MED/COARSE SAND :; � �c;�t 140 10 YR 7/3 i.44,�. 10 '7/3 NOTES: 1. ..,r.. .' 104.53 TEST HOLE LOGS 104.9 NO WATER FOUND (NOT TO SCALE) 'NO WATER FOUND .1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON 5 p 1 F ., �..._ THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS 42 6� 9g .2 SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 3 4 h HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY / OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR'-EQUIPMENT r IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. SEPTIC SYSTEM DESIGN DATA 2. MUNICIPAL WATER IS UNAVAILABLE. _ 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLLOWED) 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS. DESIGN FLOW: 4 BEDROOMS 110 GPD = 440 GPD ( ) 4. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC TANK: 440 GPD ( 2 ) = 880 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10. ' / 6. PIPE JOINTS TO BE MADE WATERTIGHT. �'�° USE A 1500 GALLON SEEPTIC TANK LEACHING: 7. WATER TEST D-BOX FOR LEVELNESS. BOTTOM: 33.5 X 12.83 = 429 S.F. 8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE SIDES: 2(33.5 + 12.83) X 2 = 185 S.F. USED FOR LOT LINE STAKING. ,�A.. 9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC. • /' i � .TOTAL:. 614 S.F .-X 0.74 LTAR =:..454 GPD .:> 440 O.K: =�p --. _ 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT �_.., USE (3) 500 GAL: LEACHING CHAMBERS;(;ACME OR INSPECTION BY BOARD -0F HEALTH AND PERMISSION OBTAINED ' EQUAL) WITH 4' 'STONE ALL AROUND FROM BOARD OF HEALTH. j 11 . NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER j t: PROPOSED SYSTEM. i 12. VERTICAL DATUM APPROXIMATED FROM QUAD ' SITE PLAN - ! SCALE: 1" = 30' i - TITLE 5 SITE PLAN OF off 508-362-4541 fox 508 362-9880 LOT 2 ABEGALE SNOW ROAD I IN THE TOWN OF: down cape engineering, inc. WEST BARNSTABLE r. � ARNE '� C i V I L . ENGINEERS PREPARED FOR: �y g H. TIM PEARSON/MARKWOOD ✓ARNE H.�: GJ, oJALA °J28 ,- L;A N D ° S U R V E Y O R S. CAVIL o a BOARD OF HEALTH 939 main S yarmoutt p ma 02675 NE H. OJALA, PE;" PLS DATE APPROVED DATE � "rMA OO- 1 O9-L2 __.. . . ' ,: . SCALE: 1 „ = 30' DATE: DECEMBER ' 10, 2002 } AM (01 -nRnF0 p taco tPR 20 A 0 5FLOCUS �- TOTAL AREA OF PARCEL. -3699491 SF - 8.482 Ac. ,�� ��.____. , , �' PARRISH WAY f a dh/cb fnd � �, i M:� Ph�►p � ,2 a ASSESSORS MAP 88 PARCEL 2 ZONING DISTRICT RF 4_ ,560 SF TOWN LINE BOUND REQUIREMENTS: AREA - 43,560 SF FRONT ARD - 30' �o. STATION 230+00.83 - 15' Ga SIDE AND REAR YARD < SAADWICH 1V35°58'S8"E 877.43.REC. �--•� ►--' . - S Q 877.36 M EAS. FRONTAGE `"0 - �A W� I MIIrr ww.rrlew r-...Irw-cart-+_.•rw.r rrw-.1--Iwr+r rlr . 011lr .lr. -11 -11- riYrl-r -r .l.-rI1.Al . rrw. 1110 . r ..l. -rr r . rr11rrN .. BARNSTABLE 195.55 NO ZONING OVERLAY DISTRICT Ito RECORD OWNER: OLD FIELDS ESTATES REALTY TRUST, - moo°s JEFFERY ]OHNSON, TRUSTEE OR REGISTRY U5 ONLY WITHIN 200' OF LOCUS dh/cb fnd THERE IS NO WETLAND ON OR �► ' LOCUS IS IN THE OLD KINGS HIGHWAY HISTORIC DISTRICT 29.59' 1�' 2C19 � _ S 38055100"W 4.2S' FLOOD ZONE - C NO HAZARD NOT AN AREA OF CRITICAL ENVIRONMENTAL CONCERN PAUL SUZETTE L,EEtEL '�- EDWARD W. 11OXIE dh/cb fnd CEDAR STREET IS A DESIGNATED SCENIC ROAD `O '�= S s6 ° spo, NOT IN A DISTRICT OF CRITICAL PLANNING CONCERN •�, N 3K°55'00.,E o p p I p 0 NOT IN AN AREA OF CRITICAL HABITAT 55-36 ► DEED REF: BOOK 12465 PAGE 150 'no 0 BOOK 12324 PAGE 264 �,�� C18 N 360 15'20"1 N 36°53'34"E _ - dh/cb fnd 5 7 .26 212.76' 376.17t N 36001'48"E dh/cb fnd OVERFLOW AREA + dh/cb fnd N 36031'32"E dh/cb fnd TO CB o o dh/cb nd 376.51 2 s.9x s3. 8' �, - dh/cb end � N DRAINAGE ` 35.00 `\ 7 �\ 141 .72 168.2 37.88' 1 13.34 rye 3 Z N c S 9,95' N 36056'30"E EASEMENT �'"' 47.22 `� ,,, ,A �;N 36°15'20'IE ;.� ; J,�� o 0. ,� �; Curve Delta Angle Radius Arc LOT 3 � �,� , , -��, e z l 22°09, 18 242.010 93.580 � o S ° � 2 86 00 00 110.000 165. 108 ._ .r �' to (� 'p LOT 4 w /'� 9 , II o 1 �i A = 50609 S ���, ��, ��� ate. . `'3p 14', 3 35°00,00" 305.000 186.314 v, V1,1612 Ac. tP 7 0 , ' -' 46,5?�? SF c�� '4- �,� N� 4 18 16 31 625.000 199.353 S ' -� 19. �5- �,�'v 1.0681 Ac. o t',';� �� 4v 5 107003'28" 35.000 65 .398 � �� S 1$,7 DRAINAGE � 6 14029104#1 625.000 1 A.000 . \ o 4,.,` I:ASEMEN-r 7 14°22,39,; 625.000 156.835 '� 8 34045 44 575.000 348.863 LOT 6 �VS9° 9�53, .a °7 �1q++ c n N L0T 5 .1 . , 9 51 223 .1 3�.000 31 .395 � ^� - �S c , 61,324 SF p14• ' ° 10 15°57' 14" 575.000 160. 107 N 30057137F, . , > A - 4`,,_,4 ►.,F' .4 7 Ac. ' �� 1 .0550� Ac17.1 7�08e38+; , ,..,... # rt �, ry .� 1 575 000 172.051 j �, SF -- 7. 2 15 39 53 625.000 _. }'N'4 w �t...L:y,n„Q{, ,:...«�.w..+p,:'.,�?; e w,�in:... .e1.`.$ ,�fair!`,avL. ., l i.ft,.(f. M...v,..y Sr •O O.8 76 U �, - �. en ti, , 13 43 16 05 121 .280 91 .587 z o�/'��' 14 345955 255.000 155.764 Xo �, �� 15 8600010011l 60.000 240.157 a LOT y� 0�� 16 22°09'18" 192.010 74.246 = 56,051 S �- bJ ! ? 91009,011, 50.250 79.^'11 w .26 Ac. ti` s 0 0� �,�58 "�' o h Q 12°10'S9" 291 .540 G 1 .�� i , o N,ss° ,o� C, 19 12 10 59 351 .540 74.750 �, „W `6 ?63, 7''� .� A \5 560q 20 27016'36" 276.040 131 .414 ` - s '�' 3 3b ,00 �,� ° boo, S<<, °,9' ° " 23 4201510011 170.000 125.358 �40-- - � J��q � ,� ti S 40°47'35"w - s�o�ti So 00 24 33007'20" 450.000 260.141 en 0 , 6„� _ - - © _ N�,�� � __so�oo_ ,- S 20°3� 25 29034'22" 410.000 211 .619 r . 6 3 �" N t--+r39' `•�CJ ,, ' �'1 \ �o, Ni OVERFLOW AKL.a �' 26 420 15'00" 210.000 154.854 Al •I2 1tiE o N 26 13 3b �� s, 07 f, o.�o DRAINAGE o A� 27 97045'00" 50.000 ,i.303 pGE `.101r, ' ''' . , cQ �' �'�''' E A S E M EN o �� Q V ASE-M y9 � i � , 31.39 �`b �,� on t14 .r .-- vF.�n.c C •0 y. A = 81, 9S � - -� , 1 . 703 1; �h S 20.5 . ��� 65.40' �; �5�'•ti� G '-! .� ► s I � EFINITIEPLA 1�T • � � � � � �•� \0,1°1 pad � , ° J ... �- cn 63 N 32 20-5 f 0.23' off line 5R4.63' 271 .97 �.! FIELDS ° rn dh/cb �nd o. ,�,`� 312.76 ^� °,�a ^, , IN BARNSTABLE, IViA z S 32020'57"W IP 1n Stones Ind �°' ^°` SUBDIVISION NUMBER 770 For: OLD FIELDS ESTATES REALTY TRUST �..J APPROVED LEIF BO1`TCH R 1550 FALMOUTH ROAD °; i "RNSTBABLE PLANK NG BOARD' CENTERVILLE, MASS 02632 _ Clerk of thecertify REVISED: , f� /®o DECEMBIR 23, 1999 SCALE 1" 4 V1SCD: FEBRUARY 7, ?000•� � ' k I that this plan was prepared in - x : ^� PREPARED BY: Town of Barnstable hereby certify that no notice of appeal was y Y 1'p conformity with the rules and regulations ADVANCED TECHNICAL SOLUTIONS received within the twenty (20) days next after receipt and of the Massachusetts Registers of Beds. * e.WM0 ' ' e Planning Board of �he .°,.� P.O. BOX 99 recording by me of nonce from the P r• EAST SANDWICH, MA 02537 .,�,.�J 4 �►► t�V� (509) 888-4029 approva, of this plan ' 40 0 40GRAPHIC ALE 160 Attest. - , This plan was compiled from plans of record and field survey. M � DATE: ,� I �� �_ ; ( FEET ) • 4-ryrrTown Clerk� 0 0 This plan is subject to a covenant ° 30 � 0 Date 0 00 to be recorded herewith. ( METERS , .,- ._