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HomeMy WebLinkAbout0015 ABEGALE SNOW ROAD Y i 1+ II G C'I 4r **f oow�jo/o- sw&j 1 Oxford NO. 1.52 ORA ESSELTE 100/0 a o o 1 i o o \\ \� W ° � o �,I o i o i o a ,. � o �� 0 � � o .. -- 1 .,_,.-�.__,� .-.�..-,...__ ..�.., __ _ - - - - - 1.T.z :-:'�--ram.-. - .. ��,�,.. -_. �, - -� .:�. ,-. 4 r a j y`s-.-. . ... ir"'R^� .. "'^. ,T.^ ^a"'•.m'.""1!'r'•a..0 ,.•��: r .,..; ..-, .. �". -�+-^�_� `..�w� -....,y+�..- ."c++r--+ham _ n I�1, _� :..�' _:l.j.i..s•�-+r.�;. :,`.'�°,i*e1.�s""'7e^...''_"^."'.e"'�^^- !"'+"- _ n.e'�!,.wsi�:lRR+r-:� ,��. ....r..:,..:.�hl�ni'L.an �nueMureJ�K=ui4ddurY.l..w;.�,lk�na�-�.��a.�ydrle.Cu. l+.cs:.A1�>_wr,. a� --- '��-a�s��av: .�.;.IDshun.•�•••::. :�,asr.Lw�w��.--- •- - .. ._� :�° - '- �_� esx.= - �.�o .. __ Town of Barnstable _ _ ---------------his Card So.That - �_�_ —.-- �ed on Joband'third Must Ke�� Building. • Post_T hat it.is visible From the,Street Approved Plans Must be Retain s Ca _ pt • UARNW�w8 ;Posted Until-Final Inspection Has Been,Made.. ' ` 1639 `� Where a Certificate of O.ccu anc is Re wired,such Buildin shall Not be Occu ied until a final Ins ection has been made Permit P Y q g p P Permit NO. B-2015-08896 Applicant Name: SKYLINE SOLAR LLC Map/Lot: 088_002 Date Issued: 02/02/2016 Current Use: 1010 Zoning District: RF Permit Type: Solar Panel-Residential Expiration Date: 08/02/2016 Contractor Name: CHOUINARD,PHILIP Location: 15 ABEGALE SNOW ROAD,WEST BARNSTABLE Est. Project Cost $13,000.00 Contractor License : NULL Owner on Record: PROPERTY OWNER Permit Fee $116.30 Address: Fee Paid-', $116.30 HYANNIS , MA 02601 Date,': 2/2/2016 Description: INSTALLATION OF A S SAFE CODE COMPLIANT,GRID TIED SOLAR PV SYSTEM ON AN EXISTING RESIDENIAL ROOFTOP Project Review Req Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be`In compliance with"the"local zoning.by-laws`and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open 1.for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:' 1.Foundation or Footing 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural.Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until-the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0S Parcel 000\ Application it ® �5 Health Division Date Issued Conservation Division �a Application Fee Planning Dept. Permit Fee Date Definitive Plan Approve ning Board Historic - OKH U � eservation / H�yannis K -�ri�iJ1�10 Project Street Address SnoW Village n 'Owner 1Dofv Q U.ano I't Address 15 462..GCd _ Show 2� Telephone 4 3 a 6"7 Permit Request • \\a o ScA Co Corn A "4Q2 5kno On a .-12 96 o K W Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 0004 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family _-❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ 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 Rl . )C"s Telephone Number Address lay Tu 0 License # CS- 0)7 04 7 dgwcAer /'SIN Oa 37� Home Improvement Contractor# Email Au�u,n w\'AfsPIC .y1 + Worker's Compensation # V w C-I 00-60 14 336)015A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ' SIGNATURE 10 A P a DATE It I FOR OFFICIAL USE ONLY , - -APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME ' INSULATION RREPLACE I ELECTRICAL: ROUGH FINAL- PLUMBING: ROUGH FINAL I GAS: ROUGH FINAL a I y �A j FINAL BUILDING �D I.? �K, 4 -' DATE CLOSED OUT ' ASSOCIATION PLAN NO. ' sunGEVITY® GENERATE POSITIVE- November 5, 2015 Subject: Structural Certification for Installation of Solar Panels Job#: 1640071 Client: Guadagnoli Address: 15 Abegale Snow Road, West Barnstable, MA 02668 To Whom It May Concern, A field observation and design check of the subject property was conducted to determine the suitability of the existing roof structure to support the installation of solar panels. From the field observation of the property, the existing roof structure was observed as follows: The existing roof structure consists of composition shingles over plywood sheathing that is supported by 2x10 roof rafters spaced at 16" on center. The rafters are sloped at approximately 45 degrees at Array 1 and 24 degrees at Arrays 2 & 3. The rafters have a maximum projected horizontal span of 9'-3" at Array 1 and 12'-11" at Arrays 2 & 3 between load bearing walls. Utilizing the information determined from the field observation, the attached. structural calculations have been prepared for the subject property in accordance with the following design criteria: • Applicable Codes: 2009 IBC, ASCE 7-05 and 2005 NDS 0 Basic Wind Speed = 110 mph • Exposure Category= B • Ground Snow Load = 30 psf As a result of the completed field observation and design check, I certify that the capacity of the existing roof structure that directly supports the additional loading due to the installation of solar panel supports and modules has been reviewed and determined to meet or exceed the requirements of the 2009 International Building Code. �H OF A�c, Please feel free to contact me at(510)496-4422 with any further questions or concerns regarding this project. JANYCE AKIKO Sincerely, U S CML� NO. 51861 /STIL OVAL E Janyce Spencer, PEQ,,,yu � J 66 Franklin Street,Suite 310 p 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA f 510.496.5501 www.sungevity.com The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Skyline Solar LLC Address: 124 Turnpike Street Suite 10 City/State/Zip:West Bridgewater, MA 02379 phone #:732-354-3111 Are you an employer? Check the appropriate box: Type of project(required): 1.11 I am a employer with 60 4. ® I am a general contractor and I 6. ®New construction employees (full and/or part-time).* have hired the sub-contractors 2.® I am a sole proprietor or partner- listed on the attached sheet. 7. ® Remodeling ship and have no employees These sub-contractors have g, ® Demolition working for me in any capacity. employees and have workers' 9. ® Building addition [No workers' comp. insurance p $omp. insurance. required.] ✓e are a corporation and its 100 Electrical repairs or additions 3.® I am a homeowner doing all work ifficers have exercised their I I.® Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no 13.® Other' " Solar 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 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:A.I.M. Mutual Insurance Company Policy#or Self-ins. Lic. #:VWC-100-6018336-201 5A Expiration Date:9/16/2016 Job Site Address: 15 Abegale Snow Rd. West Barnstable, MA City/State/Zip:02668 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c� fy ndIr the pains andpenalties of perjury that the information provided above is true and correct. 11/10/15 Si ature. Date: Phone#: -35 111 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#: I = a % Massachusetts Department of Public Safety >4 Board of Building Regulations and Standards License: CS-027047 `I Construction Supervisor PHILIP J CHOUINN2D 79 OAK ST.UNIT#�. ASHLAND MA 01721 CA, Expiration: Commissioner 11109/2017 .�. Cy/r(.' (( t'7II1IlLQ/«UC'6 ///� Qf �1;18n'C Office of Consumer Affairs > nd Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 172284 Type: Supplement Card SKYLINE.SOLAR, LLC, Expiration: 6t712016 PHILIP CHOUINARD 124 TURNPIKE ST SUITE 10 ._ WEST BRIDGEWATER, MA 02379 Update Address and return card.Mark reason for change. sCA, 0 20n+,asit : I Address Renewal (-'1 Employment 1 1 Lost Card rl/(P 6'!=b!llrn NllyYl���(,.••�lrlL.Nrfl+rN.'��i ffice ar Consumer Affairs 8,Businw Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. Ir found return to: lstratlon: Once of Consumer Affairs and Business Regulation e9 172284 Type, 10 Park Plaza-SuIte 5110 Expiration: 6R12016 Supplement Card Boston,MA 02116 SKYLINE SOLAR,I.I.C. PHILIP CHOU9NARD WNotvZid 139 GLENDALE AVE.EDISON,NJ ON17Uaderseerctsr7 without signature 91te Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 172284 .i Type: LLC Expiration: 6/7/2016 Tr# 251923 SKYLINE SOLAR, LLC. PETE DEBBAS 124 TURNPIKE ST SUITE 10 WEST BRIDGEWATER, MA 02379 Update Address and return card.Mark reason for change. DPS-CAt ('i SOM-04/04di101218 C Address ❑ Renewal 0 Employment Lost Card ,per 7/ee Toomrinza�uvea o�✓ raaadzueek2 -\ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only lugHOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: .-11.72284 Type: Office of Consumer Affairs and Business Regulation ' Expiration: 6f7/2016 LLC 10 Park Plaza-Suite 5170 Boston,MA 02116 SKYLINE SOLAR;LLC � �- PETE DEBBAS 124 TURNPIKE ST SUITE 10 WEST BRIDGEWATER,MA 02379 Undersecreta NNN ry Not valid without signature DEBRIS DISPOSAL AFFIDAVIT In accordance with the provisions of M.G.L. c. 40, s. 54, Building Permit # was issued with the condition that all debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L c. 111, s. 150A. The debris will be disposed of in: E.O.M.S Name of Waste Facility 318 Manley Street West Bridgewater, MA 02720 Address of Waste Facility 111.5 Debris: As a condition of issuing a permit for the demolition, renovation, rehabilitation or other alteration of a building or structure, M.G.L. c. 40 s. 54 requires that the debris resulting therefrom shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L.c. 111 s. 150 A.Signature of the permit applicant, date and number of the building permit to be issued shall be indicated on a form provided by the Building Department and attached to the office copy of the building permit retained by the Building Department. If the debris will not be disposed of as indicated, the holder of the permit shall notify the building official, in writing, as to the location where the debris will be disposed. 780 CMR—6"'Edition /V� Oi"g re of Permit Applicant 12/21/15 Date Skyline Solar HOMEOWNERS AUTHORIZATION FORM Addendum to Contract 1, Donald A. Guadagnoli (print name) am the owner of the property located at address: 15 Abegale Snow Rd. West Barnstable, MA 02668 (print address) I hereby authorize Skyline Solar to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. Customer Signature: Electronic Signature Accepted/Addendum to Contract Date: 10/31/15 Sign Name: Skyline Solar LLC 139 Glendale Ave. Edison,NJ 08817 HIC - 13VH0613060 Connecticut Office 121 A North Plains Industrial Rd. Wallingford, CT 06457 HIC.0632594 Massachusetts Office 124 Turnpike St. Suite 10 West Bridgewater, MA 02379 HIC -172284 -�'HE►, Barnstable Old Dings Highway ]Historic District Committee ,M 200 Main Street,Hyannis,MA 02601,TEL: 508-862-4787 Fax 508-862-4784 6 .F 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 ❑ Addition ❑ Alteration 2. Type of Building: ❑ House ❑ Garage/barn ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting,to ❑ new roof ❑ color/material change,of trim,siding,window, door 4. Sign : ❑ 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 December 22, 2015 NOTE All applications mast be signed by the current owner Owner(print):. Donald A Guadagnoli Telephone#: 508-740-5871 Address of Pr ed Work: 15 Abegala S^n�1 _IV ast Barnstable,MA 02666,us Village Map Lot# Mailing Address(if di Owner's Signatu e ` Description of Proposed W rk: Give of work to be done: Rooftop PV Electric Solar System 48 Panel 12.96 kW system. (See attached Planset for more details) . i i Usman Wa Id Sun evit Solar 816-492-3028 Agent or Contractor(print): 1 � g Y Telephone#: Address: 1100 Main Suite 400 Kansas City, MO 6410 oe Contractor/Agent'signature: For committee use only. This Certificate is hereby O /DENIED Date - ' IS Ife Memba&siguatures t RECEIVED ^�^ 2'32015 Lo tl I GROWTH MANAGEMENT APPROVED JAN .13 2015 1 Qr\Boards attd Comnussimts\Old Kings Flighway\OKH ApplicationAOKH DRAFT 2011 Cerl Appropriateness DRAFT.doc Town of Barnstable I Old King's Highway Committee I I RECEIVED 1 rc C 232015 2 3 1 4 1 5 SHEETINDEX M GR10WTH MANAGEMENT AP R/���® PVO.0 COVER AND SITE PLAN - (�J� PV1.0 GENERAL NOTES ____U \" TILITY METER ABEGALE SNOW RD PV2.0 ARRAY LAYOUT 3 r�015 PV3.0 LINE DIAGRAM L PV4.0 LABELS A DRIVEWAY PV5.0 DIRECTORY A Town of Barnstable Old committee KEY: PHOTOVOLTAIC SYSTEM rQmmlffee =-- Y LINE CONDUIT PROPERTRUN - CONDUIT RUN O INVERTER DRIVEWAY ❑" SUBPANEL FENCE l DC DISCONNECT FIRE CLEARANCE Q AC DISCONNECT SYSTEM SIZE: ITT STRUCTURAL UPGRADES JUNCTION BOX 0I�' AC/DC kW STC: 11.345kW%12.96kW O SOLAR MODULE )MONITORING UNIT I] MAIN SERVICE PANEL a COMBINER BOX I] UTILITY METER 0 ROOF EQUIPMENT: I] PV METER OBSTRUCTION PV MODULES: (48)Hyundai HIS-S27ORG(BK) APPLICABLE CODES: INVERTER(S): (1)SolarEdge SE760OA-US 2014 NEC (1)SolarEdge SE380OA-US 2009 INTERNATIONAL CODES WITH MA AMENDMENTS SCOPE OF WORK: ^\ INSTALLATION OF A SAFE AND CODE-COMPLIANT .l ONDUIT MOUNTED IN GRID-TIED SOLAR PV SYSTEM ON AN EXISTING GARAGE AND BASEMENT g RESIDENTIAL ROOF TOP. ��/ � CONTRACTOR INFORMATION: B SKYLINE SOLAR WEST BRIDGEWATER 124 TURNPIKE ST. WEST BRIDGEWATER,MA 02379 .l JURISDICTIONAL INFORMATION: PS' BARNSTABLE,TOWN OF (E)MAIN SERVICE PANEL \.T ,T 200 MAIN STREET, AND AC DISCONNECT LOCATED IN BASEMENT � HYANNIS,MA.02601 9 �.` vN0 NOTES TO INSTALLER: QOOF 2 \ �NJ FOR INSTALLER USE ONLY POST INSTALL SUNEYES REQUIRED? NO I CERTIFY THAT NO CHANGES HAVE C BEEN MADE TO THE ARRAY LAYOUT: CUSTOMER INFORMATION: DONALD A GUADAGNOLI OOF MOUNTED CONDUIT 15 ABEGALE SNOW RD WEST BARNSTABLE,MA 02668 SITE PLAN N (423)914-0877 1#1640071 SCALE: N.T.S. DESIGNED BY: REV#: DATE: PV-0.0/I MJOY 1 0 1 11/3/15 6YXOEVT WGG6FMNXLIrv515U1E)TOOAI(L,WD,CA&60] Bv.MIOY dI�—la:avan:GPeOOna1 I600]I SVI S6va Sua M.I] THESEIXU'MNGS,SPE-KATION5.4Np DE9GN9ME THE PROPERTY OF SURGEVITV INC.NOPMT SW BE COPIEDORUSEDFOROR w1TKNUY OTHER-01KER TKai THE SPECIFIC PROMECT FO—CH THEYK BEEN DEVELOPEDVATHOUT WR WRITTEN CONSENT 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 APPROVED ®� \`/J NOTED OR STANDARDIZED. NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY. sLi` 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 OUTPUTTO 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 JAN 13 2015 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. Town Of Barnstable STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO E5.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. Old King's Highway ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE E6.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT Committee LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. CALCULATED AT THAT COMPONENT. i 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 600VDC RATED MINIMUM. N&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 NS 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 "WARNING-ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS PHOTOVOLTAIC B REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT. THIS MAY ENCOMPASS 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. E13.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 E15.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 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 DONALD A GUADAGNOLI LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND THREAD FORMING 15 ABEGALE SNOW RD BOLTS. WEST BARNSTABLE,MA 02668 E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE (423)914-0877/#1640071 NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. DESIGNED BY: REV#: DATE: PV-1.0 MJOY 0 11"" SUNG-TY INC.GB FRPNKLIN ET BUTE BIB E NIO.G&60) BY: GwuWo1-ISLW]I SVI BB.w SU.:TT.T) 1HESE DMYANDS.SPELTFICATIONS,uNOWBIGNS-TNEPROPERTY OF BUNGENTY INC.NOPMT SINCE BECOPIEOOR USED FOR ORVATNNIY OTNERNORKOTNER T-N THE SPE-1-ROJECT FOR-THEYH E BEEN OEVELOPEDV NOUT OUR-TTENCONSENT ] t APPROVED 1 2 1 3 5 MODULE SPEC F CAT ONS (48)Hyundai HIS-S27ORG(SK) Town of Barnstable MODULE WEIGHT: 37.9 Old King's Highway MODULE LENGTH: 39.29 MODULE WIDTH: 39,29 13-2 —� 32,11„ Commltt a RAFTER SIZES 2X70 NOMINAL RAFTER SPAN: 9'_3" 1 �__.A__ t_�__A4__ r_�__At-_- r_.t__R__ __- _-�_i __- I RAFTER SPACING: 16, ( ( 1 I 1 1 I I 1 I I 1_ IYI _I I- YYI _I I__YI _ I - I _YI --it - I_-I I T -1 - I_-I I ROOF MATERIAL: COMPOSITE SHINGLE ARRAYI SPECS 1 I 1 I I NUMBER OF MODULES: 8 TOTAL MOD.WEIGHT(Ibs): 303.2 A A 11 1 1 1 I 11 1 11 1 I I I ( I ( I 11 ( I ( I I I ( I I I ( I RACKING WEIGHT(Ibs): 51.6 r ( I T f I ARRAY WEIGHT(Ibs): 354.8 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 AREA(sgfl): 140.9 _ I I I ° I ARRAY DEAD LOAD(IbVqft): 2.5I __ _� -1 I NUMBER OF MOUNTS: 14I I I 1 I 1 I I I I I I LOAD PER MOUNT(Ibs): 25.3 p I ( I I ARRAY AZIMUTH(') 156 I 4 -- -- '1' I I I I ARRAY TILT(') 45 NUMBER OF 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 FLOORS z ROOF 2 SPECS I I I I 11 ( ( I 1 I I 1 I 1 1 I I 1 I I I I I I I I I RAFTER SIZE: 2X10 NOMINAL RAFTER SPAN: 12'-11" RAFTI T 4­4I I I I ROOF EMA MATERIAL, COMPOSITE SHINGLE ARRAY 2 SPECS NUMBER OF MODULES: 22 TOTAL MOD.WEIGHT(Ibs): 833.8 RACKING WEIGHT(Ibs): 160.7 ARRAY WEIGHT(Ibs): 994.5 ARRAY AREA(sgfty 387.6 RRAY 1 LAYOUT RRAY 2 LAYOUT ARRAY DEAD LOAD(Ibs/sgft): 2.6 NUMBER OF MOUNTS: 40 1 SCALE: 3/16"=VT 2 SCALE: 3116"=V-0" LOAD PER MOUNT(Ibs): 24.9 NOTE: �N OF 1IIc ARRAY AZIMUTH(') 156 B MODULES SHALL NOT BE GREATER THAN 8 '�'/ ARRAY TILT 24 g JANYCE � NUMBER OF F FLOORS 2 INCHES ABOVE ROOF COVERING 10" AKIKO ROOF 3 SPECS 2T-1" SPENCER u] RAFTER SIZE: 2X10CML NOMINAL NO. 51861 RAFTER SPAN: 17-11" I rat RAFTER SPACING: 16 ( I I 1 1 I 1 1 1 1 1 1 1 I ('`/STE(iE� � ROOF MATERIAL: COMPOSITE SHINGLE IL It ________ _____—__ __—____- L<�,/ \ ARRAY 3SPECS ( 1 I ONAL C NUMBER OF MODULES: 18 I I I I I I I II 1 I( II II I 1III I 1 ( 1 r ) TOTAL MOD.WEIGHT(Ibs): 682.. 2 1 f ( RACKING WEIGHT . ARRAYWEIGHT(Ibs): 811.5 ARRAY AREA(sgft): 317.1 -- L I ARRAY DEAD LOAD(Ibs/sg0): 26 NUMBER OF MOUNTS: 33 SOLAR MODULE LOAD PER MOUNT(Ibs): 24.6 ARRAY AZIMUTH(') 156 I r I SYMBOL KEY: ARRAY TILT(') 24 11 1 ( 1 1 I I I 1 1 I I 1 I I I I I NUMBER OF FLOORS 2 IRONRIDGEXR10 I I I I I I I I I I I I I I I I I I I — RAIL L-FOOT I rT- ———— RAFTERS OMSE-LAG SHINGLE I ROOF COMPOSITE SHINGLE STRING COANCE 5" X 5/16"-LAG O"'-"-"O STRING CONFIG. C C 2.5"MIN.EMBEDMENT PER � STRUCTURAL CUSTOMER INFORMATION: SCREW UPGRADES DONALD NOLI 2X10 NOMINAL.16D.C. RRAY 3 LAYOUT O SOLAR 15ABEG LESNO RD 3 ® MOUNT 15 ABEGALE SNOW RD SCALE: 3116"=T-0" WEST BARNSTABLE,MA 02668 ® SKYLIGHT (423)914-0877/#1640071 AMOUNTING DETAIL ® CHIMNEY PLUMBING OR gTTIC VEM DESIGNED BY: REV#: DATE: PV- p ATTIC VENT MJOY 0 11/3/15 2.0 SUNO[VITY WC.68 FRaNSLIrvSi SUtE]tRONfLNq,GB164] OV MIDI W�.—Louvon Gu�u+Pwl tNro]t SVtens°BRItI] THESE[A' S,SPECIFMl.1MrvS.uM OESlCvS NiE THE MMPERTx OF SUNOENrvI1K]M PMiSN4l K COPIEOOR UMOFOR OR"TH INr OTHER VMRK0O RTNAN irvE SPECIFIC PROIfCt FORNHCHiNE'f INVEOEEry DEVELOPED VA]NOUigRi vrtilliEN CONSENT T T' APPROVED 1 2 1 3 1 4 5 ELECTRICAL KEY: MODULE ELECTRICAL SPECIFICATIONS IN INPUT SPECIFICATONS (48)Hyundai HISS270RG(BKI NOMINAL CURRENT PER STRING(Inom): 12.3.12.3 ft BREAKER SHORT CIRCUIT CURRENT(Isc): 9 LTAGE(Vnom): 35D SWITCH OPEN CIRCUIT VOLTAGE(Voc): l VOLTAGE(Vmax): 0ElSCREW TERMINAL OPERATING CURRENT(IMPI: D Kai8 INI NT PER STRING(Imax): IS m FUSE OPERATING VOLTAGE(VMP): PUT CIRCUIT CURRENT(IM3X): 30 • SPLICE MAX SERIES FUSE RATING: 15 INVERTER2 SPECIFICATIONS EARTH GROUND STC RATING: 270 SOLAREDGE SE380OA-US M CHASSIS GROUND PTC RATING: 242 RATED WATTS(EACH): 3800 ——— GEC DESIGN CONDITIONS AC OPERATING VOLTAGE(V): 240 EGC HIGHEST 2%DB DESIGN TEMP(°C): 29 AC OPERATING CURRENT(A): 16 MIN.MEAN EXTREME ANNUAL DB(°C): -16 NUMBER OF MPPT CHANNELS 0 A INVERTER 1 SPECIFICATIONS INVERTER EFFICIENCY: 0.98 A SOLAREOGE SE760OA-US INTEGRATED DC DISCONNECT RATED WATTS(EACH): 7600 INVERTER 21NPUT SPECIFICATIONS AC OPERATING VOLTAGE IV): 240 NOMINAL CURRENT PER STRING(loom): 12.3 AC OPERATING CURRENT(A): 32 NOMINAL VOLTAGE(Vnom): 355 NUMBER OF MPPT CHANNELS 0 MAX SYSTEM VOLTAGE(Vmax): 500 INVERTER EFFICIENCY: 0.975 MAX CURRENT PER STRING(Imax): 15 INTEGRATED OC DISCONNECT 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)#8 DEC (1)#8 GEC (1)#8 GEC (1)#8 GEC (1)#10 EGC (1)#10 EGC (1)#8 GEC 3/4'EMT 3/4"EMT 3/4"EMT 3/4"EMT FREE AIR 3/4'EMT 3/4"EMT (N)MIN.60A AC Combiner METER SUB PANEL - (N)SE760OA-US AC DISCONNECT, SUPPLY SIDE CONNECTION POLARIS BLOCK OR SIMILAR TH INVERTER WI INTEGRATED 60AMP, NON-FUSIBLE,C-H AC Disconnect, 250VAC RATED UL LISTED AND DC DISCONNECTS DG222UR6 60AmP,Fusible APPROVED CONNECTOR —————— 1 STRING OF + MPPT 1 -AC 40A 2P LOCUS 60A FUSE pV 200A MAIN 16 MODULES OPT.CURRENT=12.34A DC OUTPUT METER LOAD LINE LOAD LINE 1 STRING OF + MPPT 2 j(E)LOADS 16 MODULES ` I (E)200A Murray MSP INVERTER B OPT.CURRENT=12.34A �(E)LOADS 240v zP 3-W 110 B L------- (3)#10 THWN-2 I (1)#8 DEC wI 3/4"EMT (N)SE380OA-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 i6 MODULES -AC OPT.CURRENT_=12.34A DC� - OUTPUT -_--- Inom=(16 x 270W)/350V=12.3A INVERTER OPERATING VOLTAGE=350VDC(REGULATED) 200 x 1.2=240 240-200(MCB)=40A MAX ALLOWABLE AC PV BREAKER=40A C C CONDUIT ELEVATION:1/2 TO 3-1/2"=22°C 48 MODULES TOTAL (IF APPLICABLE) HIGH AMBIENT TEMPERATURE:29°C 48 x 242(PTC WATTS)x 0.98=11384 CEC WATTS CUSTOMER INFORMATION: MIN.NEMA3R UL LISTED JUNCTION EXTREME LOW:-16°C BOX WITH 90'C TERMINAL RATINGS SE7600A-US MAX OUTPUT CURRENT=32A DONALD A GUADAGNOLI LOCATED ON ROOF ROOFTOP AMBIENT TEMP(Tcorr):51°C=0.76 15 ABEGALE SNOW RD CONDUIT FILL(Cfill):0.8 BREAKER SIZE=32A x 1.25=40A=>40A SE380OA-US MAX OUTPUT CURRENT=16A WEST BARNSTABLE,MA 02668 CONTINUOUS USE=Imax°1.25=15A BREAKER SIZE=16A x 1.25=20A=>20A (423)914-0877/#1640071 CONDITIONS OF USE=Imax/Tcorr/Cfill =15A/0.76/0.8=24.67A CONDUCTOR SIZE FOR 24.67A DESIGNED BY: REV#: DATE: INSTALLATION SHALL USE MIN.#10 AWG PV-3.0 MJOY 0 1 11/3/15 SuxOEYIT'WC.CB FRNUGIx9T 6UTE]TupV¢Axp,GF602 B/:NJOT Owe—Lx°mn;OuuaPR1 IW00>I SVI6n°w Su°:IT•IT THESE ORA W8,SPECIFIGTIOxS.NIDOESIGNS—THE PROPERTY OF SUHOEVIIV IHC xO PFRTSHNLBECO-00FTUSEOFOR OR WTI N OTxER—OTHER THs+I TIE SPECIFIC PRO]ECT FOR V.'NCH TH I-E MCI DEVELOPEOWTIOUT OUR—EH COxSENT i 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): 48 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): 24.7 A IF A GROUND FAULT IS INDICATED, RATED MAX POWER POINT VOLTAGE(Vmp): 350 A NORMALLY GROUNDED CONDUCTORS PHOTOVOLTAIC POWER MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE SHORT CIRCUIT CURRENT(Isc): 11.5 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 ■ m `®� PHOTOVOLTAIC SYSTEM DISCONNECT MEANS WHERE ENERGIZED—IN AN OPEN POSITION CIRCUITS MAY BE EXPOSED DURING SERVICE: pR RATED MAX POWER POINT CURRENT(Imp): 12.3 �AN 1 3 2015 RATED MAX POWER POINT VOLTAGE(Vmp) 350 WARNING WARNING MAX SYSTEM VOLTAGE(Voc): 500 ELECTRIC SHOCK HAZARD Town ofg Barnstable y SHORT CIRCUIT CURRENT(Isc): 11.5 DO NOT TOUCH TERMINALS ELECTRIC SHOCK HAZARD Old Kin s High THE DC CONDUCTORS OF THIS Committee TERMINALS ON BOTH THE LINE AND LOAD S PHOTOVOLTAIC SYSTEM ARE UNGROUNDED SIDE MAY BE ENERGIZED IN THE OPEN POSITION 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 690.56(c) WARNING PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT DOWN IS INSTALLED INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS PHOTOVOLTAIC SYSTEM EQUIPPED OVERCURRENT DEVICE WITH RAPID SHUTDOWN NEC 705.12(D)(3) PLACE LABEL ON ALL EQUIPMENT CONTAINING NEC 705.12(D)(2)(c) OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER PLACE LABEL ON ALL EQUIPMENT CONTAINING TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER SOURCES. TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES. CAUTION WARNING c -C CONTAINS MULTIPLE POWER CUSTOMER INFORMATION: SOURCES THIS EQUIPMENT FED BY MULTIPLE POWER NOLI SOURCES.TOTAL RATING OF ALL OVERCURRENT 15 ABEGNALD A E SNOWGUADA RD DEVICES,EXCLUDING MAIN SUPPLY NOTE: W ST B A N SNOW RD OVERCURRENT DEVICE,SHALL NOT EXCEED BACKGROUND AND LETTERING COLORS FOR WEST B-0877/ 164LE,07 02666 AMPACITY OF BUSBAR SIGNAGE/LABELS SHALL COMPLY WITH(IN ORDER OF (423)914-0877/#1640071 PRIORITY)AHJ&FIRE DEPARTMENT AMENDMENTS, STATE CODE,AND ANSI GUIDELINES.THIS PAGE IS DESIGNED 8Y: REV#: DATE: INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. PV-4.0 1 MJOY 0 1113/15 SUN—WC.O3 FRPNKLIN ST SUTE 3100.4 0.CA W6W U�:N30Y bI�—Lw+Wn.Gu+NOw1�IW00),Sv16n+a Sv+.��.I] TNESEDRNMNOS,SPEOFI T—S,WIDOfOONSMEINE PROPERTY Of SUIGENTY INC NOPMTSNKI BE COPIED OR USEOFOROR—N—OTNERNORKO—fMv1 THE SPEOFIC PROJECT FOR iNEY NAVE EEENOEVELOPEOvtTHOUTOURrrtUTTENCONSENT I T 1 2 3 4 5 APPROVED A A DIRECTORY LABEL PER NEC 705.10 JAN 13 2015 POWER TO THIS BUILDING IS SUPPLIED FROM Town of Barnstable THE FOLLOWING SOURCES WITH Old Co mitteeway DISCONNECTS LOCATED AS SHOWN LOCATION OF UTILITY METER DRIVEWAY - t LOCATION OF MAIN SERVICE ENTRANCE IN LOCATION OF B BASEMENT AC DISCONNECT B i I LOCATION OF INVERTERS WITH INTEGRATED DC DISCONNECTS C -C CUSTOMER INFORMATION: DONALD A GUADAGNOLI 15 ABEGALE SNOW RD WEST BARNSTABLE,MA 02668 (423)914-0877/#1640071 DESIGNED BY:IREV#:I DATE: PV-5.0 MJOY 1 0 11/3/15 tUNOEv1iY BJC.CBFMN141N SI SIATE BIBOa4NJD,CA BtEO) Br:NAY DnF—Lxauan.WwtpN-IBtOBil 6v151,tw SRF'.-N 1NESE ,SPECIFICATIONS.ANDOESIONSME THEPROPERTY OF SUNDENIY INC.NO—SHNL BE CONED OR UEEOFONCH VAIN ANI OTHERYJORMOTNER THAN THE SPECIFIC PROJECT FOR—THEY NAVE BEEN OE—OPEDLNi 1WRvrtiI11EN CONSENT r �siae�e www.hhl.green-mi(sclar/en gay .p1aY _ M yundai 10\14 ng5 N ee PERL:Passivated Emitter,Rear Locally-Diffused Cell Y Y Higher Cell Efficiency I U U \� I` Conventional Selective-Emitter Cell: PERL Cell:Max.20.4% Solar Module - y Mni.inavelen9th r. Higher Module Output \\\\ •i MinlmMing front confect re>Irta_� z7sw,zegw,zasw r 41^--�J Mi Iii Wck side ek ^wnea lvrAsneet Hyundai Heavy Industries was founded in 1972 and is a Fortune S00 company.The company employs more than 48.000 people,and has a global °m '—'� m ^0 ^' hole Nmr r«urnLLulbn[rw leading 7 business divisions with sales of 51.3 Billion USD in 2013.As one of our core businesses of the company,Hyundai Heavy Industries is raw.si.n^ I 1 �-- �Lower Temperature Coefficient commit to Uevelup and invest heavily in the field often energy. - e inhanciig 9w+mum etfiderxy Lower output loss at highenempereturc Hyundai Solar is the largest and the longest standing PV cell and module manufacturer in South Korea.We have 600 MW of module production r of lorq wevekrgt capacity and provide high-quality solar PV products to more than 3.000 customers worldwide.We strive to achieve one of the most efficient PV Mi' L y backmnmu I Affordable Price modules by establishing an R&D laboratory and investing more than 20 Million USD on innovative technologies. w`sv" res�Ista rcc a^� Premium mono-crystalline technology with affordable price PERL I Electrical Characteristics Mono-crystalline Type Black-Series HIS-S26SRG(BK) HIS-S270RG(BK)I HIS-S275RG(BK) Mono-crystalline Type ZZI - 6, �-- Nominal—Pur(Nupp) W 265 I 210 275 Mechanical Characteristics voles=aP Nm_ "'"�` Y 31.3 1 31A 316--� C"r..0 al P">(I P") A tl.5 9 fi i P.7 �rI L998 mm139.29�(W)x1,640 mm(6457")(Ux35 mm(1.38"1(H) __ UOpenitrcue`voltaye lvoil Y 1 38.1 38� "1 ail i::iY7YJsly -� APPox.17.2 kg 137.91bs) Sh^ Iho A v.° v2 53 60 cells in edes(6 x10 matdv)svlth PERLtechn to (H undal yell,Made in Korea) OutP[t I—��^Q %�� +3A .�— s _ 0 9y_Y No.of cells5cunnectians i Pcs W i res DOM 4mm'(12AWG)cables wrth polarizetl weatherproof connectors. Cell type I - 6'M vrmll-n II t_PERLM=logy:"_22 Il Made rr Kar IEC cert fled(UL I steel),Length 1.0 m(39.4) Amaule etfwkncy % 16.2s........J��165 168 IP66,weatheroof.Fkleified_IULllsied) jTemperaiurecceffiaein olPmap_ %/K r—�"`.0 -04 -045-t 3 bypass diodes to prevent power decrease by partial shade Tenrpe,,twecoefficientofv« I %/K ' 41.33 -0.33 Front:Ann-reflective coating low-Iron tempered glass,2.8 mm(0.11") Encapsula_nt:EVA Back Sheet:Weatherproof film vnao.a.rs-;v.aut.,1-4a,.m1 Clear anodized aluminum alloy type 6063(Black colon Module Diagram wv. vxra I-V Curves High Quality Q• - - - -- � ,».,,. _ �—_ .IEC61215(Ed.2)and IEC61730by VDE r I — [ •ULlisted(UL 1703),ClassCFoe Rating •Output power tolerance+3/-0% -ISO 9001:2000 and ISO 14001:2G04 Certified r'^"` i I , u •, ^ ^ o •Advanced Mechanical Test(8,000 Pa)Passed(IEC) 9 °MPipiM /Mechanical Load Test(401bs/ft')Passed(UL) — Ammonia Corrosion Resistance Test Passed .wa.. •IEC 61701(Salt Mist Corrosion Test)Passed Limited Warranty g 10 years for product defect •10years for 90%of warranted min.power L J •25 years for 80%of wart anted min.power � _..Installation Safety Guide I �46i'i"--t •Only qualified personnel should install or perform maintenance. e:bnPurl.rnr nu6ce un war,vmy Be aware of dangerous high DC voltage. -�DC 1p00 v(IEC dvwvimu:-.4.rUuavwnsewm..al.sw.In.--lss^v l:Pe,urr•.•.cn.IrXs •Do not damage or scratch the rear surface of the module. _D enp_v 1111) INIL •Do not handle or install modules when they are wet. IS A IRr�r^l D.re)e,.wr.�en.l 5°.bx ^° Z{E HYUNDAI HYUNDAI HEAVY INDUSTRIES CO.,LTD. 3el:,ea2-74a(*,4671.2635.8525" Fm82-2a4o-1675 HEAVY INDUSTRIES CO,ITD. APR - ,p,N 1�Zp15 Of OKABma ttteheWaY LU U1 /U; , O,�. HEAVY,„ „,�M,, w /d E RTJF ICA T:EfO F �C M P L I A tN CEt;��►HYUNDAI vhi nCOM C , NU, 1 L L �CertiflFateNumber, ',20141021-E325005 jWI Appendix)Module Installation Instruction(HIS-M-11F,HIS-MxxxRG,HIS-SxxxRF,HIS-SxxxRG) Report Reference E325005-20131209 '� ��/ The installation methods which are described in Hyundai Heav Industries installation Manual are Issue Date f 2014-OCTOBER-9 .��'t t r y y UL UL UL �� ..� `� �z ) Lf covered by 2,400Pa Warranty. .r Method 2400 Pa 5400 Pa Issued to: H�YU DAB I EAV�Y NDUSTRIES CO LT. 1-5 DAEJANG-RI S�O,I-MYEONI�,-,J`� EUMSEONG-GUN Bolting Long Bar t t t t UL UL UL UL ;jL CHUNGCHEONGB,UK D 69 8 2 KOREA; �]» L!� J U This is to certify that PHOTOVOLTAIC MODULES AND PANELS �} L rep e resentative samples of l &jx� d4, �i P p HiS-SXXXRF,HiS-MxxxRF�HiS-SxxxRG and HiS-MxxxRG 4Serles with'specific construction d cribed in installatio UL UL UL n UL UL Inst�uctlons compliantto Photovoltaic Module 8'U"L L/4` Performance T� e J `�° " �� UL UL UL UL UL iUL ,ULj1X NUL R Ul.rt UL +100m1n,- Have been investigated by UL in accordance with the •+ W'. . Standard(s)indicated on this Certificatte' L�J� Long Bar , ' r UL UL UL UL UL vL \� V` �L Clamping • 1 '4� ~ V,,,nandards)for Safety: UL 1703t Standard for Safety for Flat-Plate Photovoltaic UL ] 1 1�IJL �N1''�e' rilPanels-4ULAULJLuL)�UL iL ©:Clamping area ,L ,[ _ 1 �,,;/ ULC ORD/C1703-01-'Flat-Plate Photovoltaic Modules and O:Additional — ` r g r lit, 11% S 1t1 Jge-J r"O Ul (Ili (iF T � L !. area ort bar Clamping Area sL/4 L/8 '.;t U4, ' ditional Information:. See lhe.UL Online Certifications Directory al O:Additional + ,� - - -� 4rwww.ul.com/database for additional information Clamping area • Lr UL UL -L ^ L �. L �L UL for slipping LlB Clamping Area 5L14 j•` ` '( �snow t100mm• roducts bearing the ULCert�ifi!cation Mark should bbe considered as being covered by UL's ~ and Follow-Up Service."I U, yr 1[ lr I j4 U %•� t J 'rL LA `~ UL Certification Mark on the product.'.L-� w.✓ �-+� Short Bar I � I IL S. I _S; OL � �f tz L ��`► ! \ �V� `�►4 UL UL UL UL UL U L t!L8UL �3L Dt; ,.J / U�, Clamping Area 5S/4 t = v+� �•� �L � R S/Bs ClampingArea sS/4 UL . () ULUL UL UL /1 i1L r L UL Note 1)The certified mounting method is bolting method by TOV Rheinland. iJ U `!j U l� .r v 2)The Mounting method has been qualified by Hyundai Heavy Industries,and the mechanical load tests IN U are based on IEC61215 ed.2. U L (Tl�L U L PL, U ,n mro, E Salo-o„ico Page 15 of 15 Facloryi121h FI.,Hyundai Bldp., 313,Sol-ro,SoimYeon,Eumeaonp.gun, UL UL ULLL �l ��„ OUL 75,VuI0o4-ro,Joneno-pu, Chungchaongbuk-do 388-872.Korea Page 1 0(1�✓ Seoul 114783.Korea r APPROVE JAN 13 2015 Town of Barnstable Old King's Highway Committee =ee so Ia r • • Single Phase Inverters for North ao,erica solar SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE IOOOOA-US ISEI140OA-US SE300OA-US SE38WA-US SESOWA-US ISE60WA-US I SE76MA-US I SE1000OA-US SE114WA-US —� `OUTPUT SolarEdge Single Phase Inverters • Nonunal AC POwcr Out put .....3 38W SOW . 76W 99UOOO�a2A0V 114W VA ' Max.AC Power Output 33W 41SO 5400 2Osv 6000 8350 1OWO 208V 120W VA For North America .. ..... ...saw@2apy.... .. ..�.1nsD��4ov ..... ..... AC O,rtput Voituge Min:Nom:Max"� ! J / 183-2DH-ottage .................... ....................................... .................................. SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US ................................ .. ..... AC OalP4t Vuttagc Min:Ilom:Max.:" ..... ..... J J J J J J J SE760OA-US/SE1000OA-US/SE1140OA-US 211-z°°-26°Va4 ........ ................................................................................... AC Frc c Min:NOm:hlax.^' S9.3-60-60.5(with Hl count Settln S7 60-60.$) Hx 24�°208V 48 @ 208V Max.Conrinuous Output Current 12.5 16 25 32 47.5 A . I 21@ My...................................�..a1@.M................I........ ....... ............................................................................... GFDI Threshold ...............1. .......................!:..... ............ ............................................ ...................................... Utility Monit�ing IslandinB Protectim,,Co.n(rl Config arable Thresholds Yes Yes INPUT '-' - �`'�'^-° �s;l., Maximum OC Power(STC 4050 S1W 6750 B1W 10250 135W 15350 V! Ycz_4UA2,evk,, e Max.Input Voha a5W ......................................... .l7 _ ...................8...........................................................................208V 1350....40........325 @ 208V/350 @ 240V Vdc................................ ........ . 33 @ 2GHVf,r'• Mar_Input C.,em"' 9,S �" 13 1$.S Q 24Uv 18 23 30.5 @ 240V 34.5 Adc i ........................ ...... I.. .. ................8...................................... ....... -� -_ r4ax.Input Short Circuit Current ,,,45,,,",,.,.,,,",,,,,,,, 1 ................................................................................................... .........................................Adc r Revere-Polarity Protecdon.........., Yes ..%.. ......•. Ground.FauRlsoladon Detection I 600fa,Sensitivity - - Maximum m......Efficiency..........�_-.,.97,7..,", 9a.2 98.3 ...3 98.. ....98.... 98 .%.... ........ 97.5 @ 208V ....... ... 97 @ 208V. .............. CEC Weighed Efficiency 97.5 98 9).5 97.5 9'l.5 % ............ .... ............. .. ......98 @ 240V..................... ........97;5,@ iaGv.......... ...... ✓q Nighttime Power Consumption <2.5 <4 W- y, ADDITIONAL FEATURES Supported Communiearion lnte,faces.........................".- _•_R5485t RS232;Ethe1net,ZigBee lopttRhofI._..,.,,.,..,, _. _ Rc+enue G d D tJ ANSI C12 1 Opoo ai Rapid Shutd wn-NEC 2014 69012 Functionality enabled when So la Edgt rap,d shutdown kit Is installed" STANDARD COMPLIANCE ry' SaFety..................... UL374]UL1699B UL1998,CSA 22.1 ........ _ ....... Gnd Connection Standard ......... ..•� IEEE1S47' Emissions �.... I....... ....... ........ 146 FCC pa t15<I sB . INSTALLATION SPECIFICATIONS n AC output conduit size/AWG range 3/4"nun, /. .6... ......... ' ...................30.Sx12.5x / 75 x315x184................. m • DC input conduit size/h of strings/ 2st jo 3/4"n n,mum/12st gs/166AWG AWGranBc.................................. 14.6AJJG , Dimensions with Safety Switch 72 7 305 12.Sx 105/ in/ ......... .. ........... ...i........ .1 ..(.............................. .............................. ....................... 75x 315x2 m.. Weight with Safety Switch. ........... .. ...51.2/23.2..........I......_,........5..7/24.7 Natural I' -7.88:4140.3...,.���� "��Ib/Yg .... .. ... .... .... . �' ♦ mnvtction I Cooling natural COnveC D and internal i Fans(u.^cr rcplaccablef fan(.It, The best choice for SolarEdge enabled systems Noi c......................................................................................................FrP�e�y(el...........so.......................i...�eA... ....................................................................... .................................................................................................. Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance rein:Max.Operating Temperature "13to+140 25 to.60-40-60 vervon available"q /-C - Superior efficiency(98%) .R?!!8?...-..... /.................................................................................................................................................:........... Protection Rath „... IYENIA 3R I ..................9.................................................................. .................................................................. - Small,lightweight and easy to Install on provided bracket cmwy<w..m.wnx..,M1 e.v»a u :<.w„ uu,x„a,:rcm rv<,<mmw.a•,�nuz. - Built-in module-level monitoring ,S.,�w, .!.sm.•xu"svrAn:ai itur.uavi.nr�x,sn:M,xa�ov:r:ar,. �^a:pie,MWowr.fi,wN:zEleYa�f5C51. - Internet connection through Ethernet or Wireless '^<oK ,wnar..,.xusucr,+++n«.rn,w�m.".�snwnuswxxnwl. - Outdoor and indoor installation - Fixed voltage Inverter,OC/AC conversion only - Pre-assembled Safety Switch for faster installation - Optional-revenue grade data,ANSI C32.1 strrtspec USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us AUTHORIZATION TO MARK AUTHORIZATION TO MARK Product: Utility Interactive Inverter This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) Brand Name: SolarEd 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 indicate SE3800,SEe000,S,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 rrr���,,,�y®�` dentor ti�l{s ��77 Contact: Mr.Meer Mr.Oren Bechar Contact: Elaine Ouyang +972 9 957 6620#293 or Phone: +972 9 957 6620#131 Phone: 020-2805-4025/135-7023-5852 015 1.3 FAX: +972 9 957 6591 FAX: NA AN 2 Email: OREN.B@SOLAREDGE.COM Email: Elaine.ouyang@jabil.com Party Authorized To Apply Mark: Same as Manufacturer Town Of Bar n$tabB Report Issuing Office: Cortland,NY 13045 S H-9 To t hw Y Control Number: 4004590 Authorized by: Old KIn9 Ittee Comm for Thomas J.Patterson,Certification Manager 0%_ )i cus Intertek J This document supersedes all previous Authorizations to Mark for the noted Report Number. Ibis AWIw11[Wim11V M:aAobOro 1ad,eiw uw of batwuA'a GimOmwis W'ti puaum0wmu Conifimliw,Wrammwl leMeon b-tahmw im Cllmu.bllmtOh'.,tlalw h'yO,w1m b1y mo IiudW lU Orol,nun mw m.wlimn atllw u{pua a.bumwh I...ml wwy to mly—Y.Wm Owl to Ow clime bl m:wOmlm W",Ow W'm n.u m,y 1—.urymmem Juuoyoo,:Gv4aW by Olu 1611 o11Na AmlYwixmiu110 Mmk UOy Oro Clll'IY nomtgiYW to ry t.myying m Ju bi bdOlia AuN ubi llu Mmhmwlbml rally ill ila m6"ty.umdbnonoA'a Cmlifimllial whin iidW Io Ibu mxbliul,n law ran bl Owa-b—rawil,IliaAWvuuOun 14-1 Alry bat- of Ow ImmeshIwnw Ira 1.—moJwb WWIles Im1W ncvmiW,IYoOudW m,timinM b4bu:,IrytovW in wlitiy by bamluh,bu.l Fadmy AawnauvN raw Fdi-Ws—mowIlesWVus,1duawuy IywloPWolealp WIles cmlibmn uwlh ivawuUmw-bIM owmalwli,IbuY mu nal lot Ilw palwaea of µoWltlwu u,wlny cumW ales Oo iW Idwm Ow Ctima W Ibuu dYiyalime of Ne laayud. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 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.2,2013/01/14 CSA TIL M-07,Interim Certification Requirements for Photovoltaic(PV)DC Arc-Fault Protection-Issue 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 t0.e.t511- 1191 A1mxblaY ED 108.11IIJm.lal Mmwulmy i 3933 US Route 11 Coftine,NY 13045 EM Telephone:(607)753-6711 Facsin»ile: (607)756-0891 —.I,tenek.coln SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20,2014 Letter Report No.101703554CRT-001 June 20"i,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 Intertek 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 Ouote 500534459 dated 06/10/2014.Rapid shutdown test were Title: Engineering T{eeam Lead Title: Staff Engineer perform at SolarEdge Technologies Ltd,6 Ha'Harash St HOD HASHARON,ISRAEL and witness by Intertek (�C_-J�.r,, I"G�U personal on 0 6/1 7120 1 4. tiv"� �� Signature: .--��� Signature The evaluation covers installations consisting of optimizers and inverters with part numbers listed 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. ^ OVY o OP-XXX-LV,OP-XXX-MV,OP-XXX-IV,OP-XXX-EV;where xxx is any number,0-9. {1d o Paaa,Pbbb,Pccc,Pddd,Peee;where aaa,bbb,ccc,ddd,eee is any number,0-9 to a maximum A upto aaa=300,bbb=350 ccc=500,ddd=600,eee=700. 3 2015 o Pxxx,Pyyy,Pzzz,Pmmm,Pnnn and P000;where xxx,yyy,zzz is any number,0-9 to a maximumup J AN .1 to x ,xx= Onn n=30050,zz= le 00;where mmm,nnn,coo is any number,0-9 to a maximum up to TOW Of garnstab m Old iingCOMM',ttee • 1-ph Inverters: o SE3000A-US/SE380OA-US/SESOOOA-US/SE6000A-US/SE760OA-US/SE1000OA-US/ SE1140OA-US when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-x" which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix Peg.1.12 11a.m.atbIm Vw..Wmiv.mw WLmW.AY a—IS wml—waamtm 1.0wgp—i Wlw,un bVml.A mW b.cl.n.11-1.nup—bill mW IibIiAh,m.I'M.b n.Wmn mW aaWiYm.WVw umam,.......ib,A..uv,w.,w liWiNY 1...,w ly..P I,—W It.Climtl mama Wa wiln t1w W.m n,b nnyl ...1—m Jmuge.c iil by Vw uau ul INs,—I.oil 1M Own,is__U.V L wan:l rgryi,V m cnbib, n W.tia I.amt mW Vmt.'y in'..mW,WY.M,Y lu n—.t Va ub m I.W11by hinn.I i I.WWry 11.1 wWup.i—ntld b,.i.aha..vlin vnN,g.Y.uen.A.TM Wemvalimm nWImtauJla in.:a,mnt a,.r.l.rwtl mtlY Vw w,W.1mI,W.1Ne iuw+n MIIWIIIVmw iw i„Wy11ul Vw ns,lmial,wWurtlm amw:u isw naauw b.m,mWm en litlmtuh wY(vru,wWam. 'r,_v�/1' OO '�""' ® ywHeo Intcrtck P.ge2o12 Imertek INertek Intertek kllertek IniMtek Intertek Inlenol,Telling Sorvic.e NA,Inc. SO 12.1.2(11/11110)Inloll-w InlorleA T..b.9 S.rvke,NA,Inc. SO Q.1,2(11/11110)Informable i - solar=ee Solar ' 9 • SolarEdge Power Optimizer Module Add-On for North America P300/ P400 / P405 SolarEdge Power Optimizer P300 P400 P405 (br6Pcoll mo4uln Ibr 11696cellmedul�xl���(br�hln fllm modulo) Module Add-On For North America INPUT - Rated Input DC Power;" .............300 ...............'?VD .............4.0`.'..................... �/..... ALsolute Maximum Input Voltage P300 / P400 / P405dc 4g gD ... N. (Voc at lowest temperature) ........... .. ................... ...................12........- .. _ MPPT Operadng Ranh?........ ............................ 8.......... .. g_50... ...... 125-105.. Vdc ................................ Maximurn Short Circuit Current(Isc) 30 Adc _. ....... ....................................................................................................... „ Maximum DC Input Current 12.5 „Adc Maxilnu:n Efficiency .........................................................99:.'.......................................... % lNeighted Efficiency............................ .....................98:8 ............ Overvoltage Category R y OUTPUT DURING OPERATION POWER OPTIMIZER CONNECTED TO OPERATING INVERTER Maximum Output Current „•,,,,,,,,,,,,,,,,,,,,,,15. „Adc Maximum Output Voltage 6.0 85 Vdc OUTPUT DURING STANDBY POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Salet Out ut Volta a Per Power Optimizer 1 Vdc STANDARD COMPLIANCE FCC Part7S Class B,IEC61000.6-2,IEC63000-6-3 ...................................................................... ................................. .......... r Salely IEC62709-1(class II safety(.ULl)41 •,,,--.-. .......... C ' RoHS Yes 25Yos1� INSTALLATION SPECIFICATIONS Maximum Allowed System Volta ,,„,3000 Vdc !g Y+B g?.......... ry ............ -.... �:9N`It Pxxx-2 series 141 x 212 x 40.5/S.SS x 8.34 z ls9 mm/in Din:ensions(W x L.HI 128x 152x27.5/ 128x 752 z35/ 128x 152 x 48/ mm/m Pxxx-Sseries 5 597x 1.08 I Sx5.97x1.37„•,,,,,, ,,5 z5:97x1.89 x Weight(including cables( Pxxx-2 senez 950/2.1 Pxxz-5 series 770/1.7 930/2.05 I 930/2.05 Ib : Input Connector............................. : MC4 ComPadble Output Wire Type/Connector Double Insulated;Amphenol ............................... Output Wire length............................. ..... . 0,. .. 95/3.0_. ......(.............................1:?.L3:9................................ Operann&Ternyerature Range.................I ...... ...... •40-+85/-40-*185 .. .C(.P Protection Rating Pxxx-2 seres I IP65/NEMA4 .............. IL Pxxx-S series ! IP68/NEMA6P gr/Ib ...............................................i........................................................ ...........................I............ Relative Humidity } 0-100 %. 1LreJ SrCvowrM tirtnWua.rYdWra up�e•5%pnrmr:NrranrY J PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOL=.E INVERTER(u Minimum String Length ..(Power O n z s 8 -- ---.-30 18 ..........P..mi ei.}.............................................. .... ...............i............................................... PV power optimization at the module-level MaxirnumStringlength 25 25 so Up to 25%more energy „(Power OI>.timizers} ......,- Maxnnurn Power per String.................................5250 ......,,_,,,.6000 „..........12750 W ............... Yes...............r. .................... ...-... — Superior efficiency(99.5!6) Parallel Stringz of Different Lengths Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading or Orientations ........................... ............................. :�rru.r:,,.� ,.cerA Mw oxoNs�JwuVae.nr-m �rw J _ — 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 CE USA - GERMANY - ITALY - FRANCE - IAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us /ld IRONRIDGE Roof Mount System AUTHORIZATION TO MARK ,T�authorizes the application of the Certification mark(s)shown below to the models described in the Products) i Covered section when made in accordance with the conditions set forth in Vie Certification Agreement and Listing i Report.This authorization also applies to multiple listee nlodel(s)identified on the correlation page of the Listing i Report. i 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: IronRidge,Inc. Manufacturer: IronRidge,Inc. r.. Address: 1495 Zephyr Ave Address: 1435 Baechtel Road Hayward,CA 94544 Willits,CA 95490 Country: USA Country: USA 'NWr Contact: Yann 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@ironridge.conl Email: inorsworlhy@ironridge.conl Party Authorized To Apply Mark: Same as Manufacturer _,.+""•1 �•.4r�,.. - Report Issuing Office: Lake Forest,CA Control Number: 4007559 Authorized by: for Thomas J.Patterson,Certification Manager ' - � ETL CIASSIFIm ` ET4 �s Built for solar's toughest roofs. I Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. IronRidge builds the strongest roof mounting system in solar.Every component has been tested to the limit «�^ •+ ««•• •«�•^•'•a^�^•�«cod°«�« ^ •<• m�.«««^°««^... °^.<.."v^ '•,. °° d"«° and proven in extreme environments. . ":dew « '��n < o o« a„ro«m• d wee,.°w«�«nn••«•.�.a°«b««..<°^'w��,., ,wu�.omuw�nnawwuu,a. F.mrK.::....rron.ws..,w..wu»a.c«.a° .n rowww.,mow«v»o««. ,m+�.o�,a„�.•anm..mw�wm Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,andm d�.,«,m.«« w�D«�mb.�•«.�«« .«w N•.«. 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 800-345-38.51 or 847.439-5667 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 Slandard(s): Photovoltaic Modules and Panels,Issue Number.1,October 4,2010 �. structural performance. available in most states. Product: xR Rails with Integrated Grounding. Brand Name: NIA Models: 51-61GD-005,51-61GD-005B,51-5000-001,and 51.65-001 Class A Fire Rating Design Software h'~ * Certified to maintain the fire resistance ® Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty ®4, UL 2703 system eliminates separate qY Twice the protection offered by module grounding components. competitors. ATM for Report 101541132LAX-002 Page 1 of 3 ATM Issued:10-Nov-2014 lors ED to].rS1�-r��3lrpnnnb,y 0 0 /mod IRONRIDGE Integrated Grounding System Installation Overview ® Install Roof Attachments Simplified Grounding Install appropriate root flashing and/or standoff for roof type. _ For Greater Safety& Lower Cost ' ' •Attach L-Feet to flashing or standoff. l Traditionally,solar modules are grounded by attaching r lugs,bolts or clips to the module frame,then connecting �� ® Prepare Rail Connections 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 ZD grounding hardware,and it creates many parallel grounding paths throughout the array,providing Attach rails to L-Feet and level rails. greater safety for system owners. Grounding Mid Clamp Install one Grounding Lug per row of modules. Each Grounding Mid clamp pierces through the Connect Grounding 9 LU f0 grounding conductor. anodized coatings of both the module home and 9 g the mounting rail to form secure electrical bonds, which are repeated throughout the array. Install Modules&Clamps 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. o° Testing&Certification °°o Q.° l e1 Module Frame Compatibility The IronRidge Integrated Grounding a a a P System has been tested and certified to Dimension Range ° v v UL 2703 by Intertek Group plc. A 31.0mm-51.Omm o,�. a s n v n o �f ° v8 v a UL 2703 is a proposed UL standard B 5.08mm(minimum) t? G-4 v a „ "'� ° Q ` for evaluating solar module mounting L Any module homes whose parameters ere not listed In the c ° v D v a G and clamping devices.It ensures these proNdetl table have not been tested for compatibility. 0 , v C v ,v devices will maintain strong electrical and IQ .'r A A 3 mechanical connections over an extended O. a ' The Grounding Clam has proven robust in grounding 60-cell and period of time in extreme outdoor g p p g g 1P 72cell solar module frames with box construction and a range of environments. anodization thicknesses. 2 The testing process closely mirrors that Grounding Strap All solar modules listed to UL 1703 and with frame construction 9 e .� � .♦" of UL 1703,the solar module testing within the parameters stated above are compatible with the 1 Grounding Straps a e used to a Grounding Lug Standard,including temperature and IronRidge Integrated Grounding System. bond raiHo rwl connections. They are only required on the humidity cycling,electrical and mechanical A single Grounding Lug g, g quality Go to ironridge.com/ig rail with the grounding lug. connects an entire row load testing,and manufacturing D g g of PV modules to the reviews. grounding conductor. fide 8431 Murphy Drive Middleton,WI 53562 USA Telephone:69a.fi36.440a S Starling Madison Lofquist, Inc. MM Felephon :08.838.4400 Consulitng Structural and Forensic Engineers www.inienak.ccnl ���� 5224 South 391h Street,Phoenix,Arizona 85040 Test Verification of Conformity tel:(602)438-2500 fax:(602)438-2505 www.smieng.com Iron Ridge June 16,2014 In the basis of the tests undertaken,the sampfe(s)of the below product have been found to comply with the requirements of 1495 Zephyr Ave Page I of I I the referenced specifications at the time the tests were carried out. Hayward,CA 94544 Applicant Name&Address: IronRldge,Inc. Atin:Mr.David F.Taggart,Vice President Produces j 1495 Zephyr Ave. Hayward,CA 94544 Subject: h-onlZidge X1Z100 IZail,Roof flush Mounting System—Structural Analysis USA Product Description: XR Rails with Integrated Grounding. Dear Sir: Ratings&Principle Fire Gass Resistance Rating: Characteristics: I-Flush Mount S mmetrlcal.Class A Fire Rated for Low Slope applications when using Type 1,2 We have analyzed the h'onRidge XR100 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/S6l 7-10 Min.Design Loads for Buildings&Other Structures lotenullional Building Code 2012 Edition Models: 51.61GD-005,51-61GD-005B,51-5000-001 and 51.65-001 California Building Code 2013 Edition Brand Name: IronRldge 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 I,2012 by ICC.-L----S ° 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 tronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in.and it Verification Issuing Office: lntertek Testing Services NA,Inc. net area of 0.583 sq.in. The rails are used to support solar modules, typically,on the roof of it 8431 Murphy Drive Middleton,WI 53562 building. See Exhibit A—attached. The tails are clamped to aluminum angle brackets that are either Date of Tests: Middleton, I03/17/2015 attached directly to the roof framing or attached to a stand that is screwed to the roof framing. 'file Test Report Numbers: 101769343MID-OOSrl,301769343MID-001a,101915978MID-001&101999492MID-001arl-crl. rails are mounted across the slope with a small clearance(flush mounting) to the underlying roof This verification Is part of the full test report(s)and should be read in conjunction with them.This report does not automatically structure. The installed solar modules are at the same slope as the underlying rool'struciure. imply product certification. All loads are transferred to the root'framing through the angle brackets by simple bit-axial Ilesure of Completed by: Chad Naggs Reviewed by: Gregory Allen Title: Technician.Il..Fire Resistance Title: Engineering Team Lead,Fire Resistance the mils. The irem n t that span of the n tails is governed by either the mid-span flexural stresses or the deflection requirement that the rail not come into contact with the roof. Signature: Signature: �n-`r'`.�w�'" Date: 03/30/2D15 Date: L_1_2 15 The effect of seismic loads(for all design categories A-F)have been delernlined to be less than the effect due to wind loads in all load cmiditions and combinations. Therefore,the maximum allowable spans for common load cases are shown in"fables 1,2&3 below for 0-6 degree slopes,Tables 4,5, &6 below for 7-27 degree slopes,and"fables 7.8&9 below for 28-45 degree slopes. This Venficosion lsfla'Me uelunve use of wenek-4 clienr and is provided per it to the 09—mehr between lnt,a,kand its client.Ineenek's respom'ibility,and liability are limited to the terms antl conditions of the ogre t.Intenek ossumes no liability to any party,other thou ro the Client in —dance wtth the agreement,for any/ass,expense or damage.—ianed by the use of IN,Vedffcatlon.Onlylhe Client uautho,lred la pe—ilcopying.,distribution of this Vedficurion.Anyuse of the lntertek name crone ofits mark for she su/e or odvertftemens aJ the tested nrarrrlo/,product Or service must/first De approved In wdfing by lntertek,ihr observutIons antl rrsl�ntpectlon results Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Jere cedm this Verificonan ore relevant on/y to the somple tested/inspected.This VeriJ,cation byitse/f does not Imply shuttne mororiol,product,orservf<e it.thou ever been and,,on Intenek certification program. GFT-OP-11a(24-MAR-2014) IronRidge June 16,2014 IronRidge June 16.2014 Mr.David P.Taggart Page 8 of I I Mr.David P.Taggart Page 9 of I I IronRidge XR100 Rail,Roof Plush Mounting System—Structural Analysis IronRidge XR100 Rail,Roof Plush 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 4S Degrees-Wind Zone 2 XR100 Wind Ground Snow Load XR300 Wind Rail Speed Rail Speed Ground Snow Load 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 sf osf psf PSI Dsf psf psf Psf pst PSI psf psf psf PSI PSI PSI PSI PSI 100 107 98 84 75 67 61 56 52 49 46 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 67 61 56 52 49 46 Cate 120 101 94 82 74 67 61 56 52 49 46 o Category 130 96 91 80 72 66 61 56 52 49 46 ry 130 94 91 80 72 66 61 56 52 49 46 B 140 91 88 78 70 1 65 60 56 52 49 46 140 88 88 78 70 65 60 56 52 49 46 150 87 85 76 69 64 59 56 52 49 46 150 83 83 76 69 64 59 56 52 49 46 160 83 82 74 67 62 58 55 52 49 46 160 78 78 74 67 62 58 55 52 49 46 170 79 79 72 66 61 57 54 51 49 46 170 74 74 72 66 61 57 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 95 91 80 72 66 61 56 52 49 46 110 94 91 80 72 66 61 56 52 49 46 120 90 87 77 70 65 60 56 52 49 46 120 87 87 77 70 65 60 56 52 49 46 CateCgory 130 85 84 75 68 63 59 56 52 49 46 CateC9ory 130 81 81 75 1 68 63 59 56 52 49 46 140 81 80 72 66 62 58 55 52 49 46 140 76 76 72 66 62 58 55 52 49 1 46 150 76 76 70 65 60 57 53 51 49 46 1 150 71 71 70 65 60 57 53 51 49 46 160 73 73 68 63 59 55 52 50 48 46 160 67 67 67 63 59 55 52 50 48 46 170 69 69 66 61 57 54 51 49 47 45 170 64 64 64 61 57 54 51 49 47 45 100 96 91 80 72. 66 61 56 52 49 46 100 95 91 80 72 66 61 56 52 49 46 105 93 89 79 71 65 61 56 52 49 46 105 1 91 89 79 71 65 61 56 52 49 46 110 90 87 77 70 65 60 56 52 49 46 110 87 87 77 70 65 60 56 52 49 46 120 85 83 75 68 63 59 55 52 49 46 120 81 81 75 68 63 59 55 52 49 46 Category 130 80 80 72 66 61 58 54 52 49 46 Ca Y.,Y 130 75 75 72 66 61 58 54 52 49 46 D 140 75 75 70 64 60 56 53 51 48 46 140 70 70 70 64 60 56 53 51 48 46 150 71 71 67 62 58 55 52 50 48 46 150 66 66 66 62 58 55 52 50 48 46 160 68 68 65 60 57 54 51 49 47 45 160 62 62 62 60 57 54 51 49 47 45 170 64 64 62 58 55 52 50 48 46 44 170 59 59 59 58 55 52 50 48 46 1 44 Notes—see page 1 I Notes—see page I I Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Strucntral and Forensic Engineers g_ -9- IronRidge June 16,2014 IronRidge June 16,2014 Mr.David P."Taggart Page 10 of I I Mr.David F.Taggart Page 11 of 11 IronRidge XR 100 Rail,Roof Plush Mounting System—Structural Analysis IronRidge XR100 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: XR100 Wind Ground Snow Load I. Building mean roof height=30 R Rail Speed 2. Risk Category l 10 20 30 40 50 60 70 80 90 3. Solar module longdimension=67.5 in Exposure mph 0 psf sf sf sf sf sf sf sf sf sf 100 107 98 84 75 67 61 56 52 49 a6 4. Provide 2 in.clear between roof end rail 105 107 98 84 75 67 61 56 52 49 46 5. End cantilever spar'(max)=0.40 x maximum spun from above tables 110 106 97 84 75 67 61 56 52 49 46 6. No rail splices in end spans 120 101 94 82 74 67 61 56 52 49 46 7. No rail splices in middle 113 of interior spans Category 130 94 91 80 72 66 61 56 52 49 46 8. Single simple span(s). Spans listed in the tables above may bemultiplied.by 1.08 for B 140 88 88 78 70 65 60 56 52 49 46 continuous rails of 3 or more spans. 150 83 1 83 1 76 69 64 59 56 52 49 46 160 78 1 78 1 74 67 62 58 55 52 49 46 170 74 74 72 66 61 57 54 51 49 46 Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 101 94 82 74 67 61 56 52 49 46 in a workmanlike manner in accordance with the"IronRidge Roof Mount Installation Manual"by 105 98 93 81 73 67 61 56 52 49 46 IronRidge and generally accepted standards of construction practice. Additional information is 110 94 91 80 72 66 61 56 52 49 46 available at the IronRidge web site,IronRidge.com. Verification of PV Module capacity to support 120 87 87 77 70 65 60 56 52 49 46 the loads associated with the given army shall be the responsibility of the Contractor or Owner and i Category 130 81 81 75 68 63 59 56 52 49 46 not IronRidge or Starling Madison Lofquist. C 140 76 76 72 66 62 58 55 52 49 46 150 71 71 70 65 60 57 1 53 51 49 46 160 67 67 67 63 59 55 52 50 48 1 46 The adequacy of the supporting roof framing is to be determined by others. 170 64 64 64 61 57 54 51 49 47 45 100 95 91 80 72 66 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 Please feel free to contact me at your convenience if you have any questions. 110 87 87 77 70 65 60 56 52 49 46 120 81 81 75 68 63 59 55 52 49 46 Category 130 75 75 72 66 61 58 54 52 49 46 Respectfully yours, D 140 70 70 70 64 60 56 53 51 48 46 y 150 66 66 66 62 58 55 52 50 48 46 TR S J. y� `.�(�.tieWARNER m 162 62 62 62 60 57 54 51 49 47 45 CIVIL y 170 59 59 59 58 55 52 50 48 46 44 Tres Warner,P.E. `� No.49432 Design Division Manager 9F0t8rev. R Notes—seepage I I /ONAL glcr / Starting Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquisy Inc. Consulting Structural and Forensic Engineers -to- ll- 8431 Murphy Drive - ® Middleton,W163562USA sm_ Starling Madison Lofquist, Inc. Telephone:608.836.4400 Consulting Structural and Forensic Engineers Facsimile: 608.831.9279 ' www.lnrenek.w"' ����— 5224 South 39di 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 Zephyr Ave Page I off I the referenced specifications 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 Xlt 100 Rail,hoof flush Mounting System—Siruclural Analysis USA Product Description: XR Rails with Integrated Grounding. Dear Sir: Ratings&Principle Fire Class Resistance Ratin¢: Characteristics: -Flush Mount(Symmetrical).Class A Fire Rated for Low Slope applications when using Type 1,2 We have analyzed the h'onRidge XR100 Rail for the subject solar module suppmt system anti 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 Internalional 13uilding Code 2012 Edition Models: 51.61GD-005,51-61GD-005B,51-5000.001 and 51-65-001 California Building Code 2013 Edition Brand Name: IronRidge Roof Mount Other: AC428,Acceptance Criteria for Modular Flaming 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 I,2012 by[CC-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 IronRidge XR 100 Rail is an extruded aluminum section wilh an overall depth of 2.438 in.all(]a Verification Issuing Office: Intertek Testing Services NA,Inc. net area of 0.583 sq.in. The rails are used to support solar modules,typically,Oil the roof of a 8431 Murphy Drive Middleton,WI 53562 building. See Exhibit A—attached. The tails are clamped to aluminum angle brackets that are either Date of Tests: Middleton to 03562 015 attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The Test of es Numbers: 08/27/014 to•3/17/ 101769343MID-OOla,101915978MID•001&101999492MID-OOlarl-crl. rails are mounted across the slope with a small clearance(BUSI1 mounting) 10 the underlying roof This verification Is part of the full test reports)and should be read In conjunction with them.This report does not automatically Structure. The installed solar modules are al the same slope as the underlying roof structure. Imply product certification. a All loads are trnsferred to the roof flaming 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 mitt-span flexural stresses or the Title: Technician.11.:Fire Resistance Title: Engineering Team Lead,Fire Resistance deflection requirement that the rail not come into contact with the roof. Signature: Signature: -4.i i��-' Date: D3/30/2015 Date: 03-U. 1115 -rhe effect of seismic loads(for all design categories A-F)have been clelenninec]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"fables I,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 Venfimthmisfo,the exclusiveusepi lmenek's client undks providedpur ont to the livelmelf between laterrrkond its Client.Imertek'srespunsibillry and liability are limited to the terms ontl condition^.of fhe ograemmt.Intertek assumes no I(abifily to anypurty,abler than ro the Client in ouardanu with the ogreement,/or any loss,expense or mage—asionedbythe use of this Vedflcotlon.Only the Client is authorized to permit copying,,dishibutlon of this Venficalion.Any use of the Intertek name or one of its marks for the sole or advertise eat of the tested mated ti,,product or service min fi,st be uppmved it wridag by ImerteY Thr obzerva((onz antl testrnspecflon results Starling Madison I-of quid,Inc. Consulting Structural and Forensic E11gi ncers reJere,ced in lhls Verificotion me rclevont only fo the sample[ested/inspected,Thls Ver.Jicadonbyitselfdoesnar/tnpl'lthotrhemoteriul,product,o,se,vi[ lso,i,weve,been under on Intertek,cerriJicalion program. GFTOP-1 to(24-MAR-2014) Iron Ridge June 16,2014 Iron Ridge June 16.2014 Mr.David 17.`I'aggarl Page 5 of I I Mr.David 1".Taggart Page 6 of I I Iron Ridge XR100 Rail,Roof Plush Mounting System—Structural Analysis Iron Ridge XR100 Rail,Roof Plush 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 XR100 Wind Ground Snow Load XR100 Wind Ground Snow Load Rail Speed Rail Speed 10 20N72f 40 50 60 70 80 90 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf sf PSI sf sf sf sf sf sf Exposure mph 0 psf PSI sf sf psi sf psi sf sf psi 100 112 97 83 64 58 53 49 46 43 100 106 97 83 72 64 58 53 49 46 43 105 112 97 83 64 58 53 49 46 43 105 102 97 83 72 64 58 53 49 46 43 110 112 97 83 64 58 53 49 46 43 110 97 97 83 72 64 58 53 49 46 43 120 112 97 83 64 58 53 49 46 43 120 90 90 83 72 64 58 53 49 46 43 CateBgory 130 112 97 83 64 58 53 49 46 43 CateBgory 130 83 83 83 72 64 58 53 49 46 43 140 105 97 83 64 58 53 49 46 43 140 77 77 77 72 64 58 53 49 46 43 150 98 96 82 72 64 58 53 49 46 43 150 73 73 73 72 64 58 53 49 46 43 160 92 92 81 72 64 58 53 49 46 43 160 68 68 68 68 64 58 53 49 46 43 170 87 87 79 71 64 58 53 49 46 43 170 64 64 1 64 64 64 58 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 100 91 91 83 72 64 58 53 49 46 43 105 112 97 83 72 64 58 53 49 46 43 105 87 87 83 72 64 58 53 49 46 43 110 112 97 83 72 64 58 53 49 46 43 110 83 83 83 72 64 58 53 49 46 43 120 103 97 83 72 64 58 53 49 46 43 120 76 76 76 72 64 58 53 49 46 43 Category 130 96 95 82 72 64 58 53 49 46 43 CateCgory 130 71 71 71 71 64 58 53 49 46 43 C 140 89 89 80 71 64 58 53 49 46 43 140 66 66 66 66 64 58 53 49 46 43 150 84 84 78 70 64 58 53 49 46 43 150 62 1 62 62 62 62 58 53 49 46 1 43 160 79 79 76 69 63 58 53 49 46 43 160 58 58 58 58 58 58 53 49 46 43 170 74 74 74 67 62 57 53 49 46 43 170 55 55 55 55 55 55 53 49 46 43 100 112 97 83 72 64 58 53 49 46 43 100 84 84 83 1 72 64 58 53 49 46 43 105 108 97 83 72 64 58 53 49 46 43 105 80 80 80 72 64 58 53 49 46 43 110 103 97 83 72 64 58 53 49 46 43 110 77 77 77 72 64 58 53 49 46 43 120 95 95 1 82 72 64 58 53 49 46 43 120 70 70 70 70 64 58 53 49 46 43 Category 130 88 88 80 71 64 58 53 49 46 43 CateDgory 130 65 65 65 65 64 58 53 49 46 43 D 140 82 82 78 70 63 58 53 49 46 43 140 61 61 61 61 61 58 53 49 46 43 150 77 77 76 68 62 58 53 49 46 43 150 57 57 57 57 57 57 53 49 46 43 160 73 73 73 67 61 57 53 49 46 43 160 53 53 53 53 53 53 53 49 46 43 170 68 68 68 65 60 56 53 49 46 43 170 50 50 50 50 50 50 50 49 46 43 Notes—see page I I Notes—see page I I Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison 1-ofquist,Inc. Consulting Structural and Forensic Engineers 5_ -6- IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 7 of I I Mr.David F.Taggart Page I I of I I IronRidge XR 100 Rail,Roof Plush Mounting System—Structural Analysis IronRidge XR100 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: XR100 Wind Ground Snow Load 1. Building mean roofheight=30 ft Rail Speed 2. .Risk Category I Exposure mphr63 10 20 30 40 50 60 70 80 90 3. Solar module long dimension=67.5 in sf sf sf sf sf sf sf sf sf 4. Provide2 in.clear between roof and rail 100 87 83 72 64 58 53 49 46 43 5. End cantilever span'(max)=0.40 x maximum span from above tables 105 83 83 72 64 58 53 49 46 43 110 80 80 72 64 58 53 49 46 43 6. No rail splices in end spans 120 73 73 72 64 58 53 49 46 43 7. No rail splices in middle 1/3 of interior spans Category 130 68 68 68 64 58 53 49 46 43 8. Single simple span(s). Spans listed in the tables above may be multiplied.by 1.08 for B 140 63 63 63 63 58 53 49 46 43 continuous rails of 3 or more spans. 150 59 59 59 59 59 58 53 49 46 43 160 56 56 56 56 56 56 53 49 46 43 170 52 52 52 52 52 52 52 49 46 43 Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 74 74 74 72 64 58 53 49 46 1 43 in a workmanlike.manner in accordance with the."lronRidge Roof Mount installation Manual'by 105 71 71 71 71 64 58 53 49 46 43 IronRidge and generally.accepted standards of construction:practice. Additional information is 110 68 68 68 68 64 58 53 49 46 43 available at the IronRidgeweb site,IronRidge.corn. Verification of PV Module,capacity to support 120 62 62 1 62 62 62 58 53 49 46 43 the loads associated with the given array shall be the responsibility of the Contractor or Owner and CateCgory 130 58 58 58 58 58 58 53 49 46 43 not IronRidge or Starling Madison L.ofquist. 140 54 54 54 54 54 54 53 49 46 43 150 50 50 50 50 50 50 50 49 46 43 160 47 47 47 47 47 47 47 47 46 43 The adequacy of the supporting roof&aming is to.be determined by others. 170 44 44 44 44 44 44 44 44 44 43 100 68 68 68 68 64 58 53 49 46 43 105 65 65 65 65 64 58 53 49 46 43 Please feel free to contact me at your convenience if you have any questions. 110 62 62 62 62 62 58 1 53 49 46 43 120 57 57 57 57 57 57 53 49 46 43 CatD ory 130 53 53 53 53 53 53 53 49 46 43 Respectfully yours, , - 140 49 49 49 49 49 49 49 49 46 43 150 46 46 46 46 46 46 46 46 46 43 TR S J. 160 43 43 43 43 43 43 43 43 43 43 WARMER CIVIL y 170 41 41 41 41 41 41 41 41 41 41 Tres Warner,.P..E. No.49432 Design Division Manager 9ForsTEP� Notes—see page I I /ONALEdvp 6/30�1 Starling Madison Lofquist,]tic. Consulting Structural and Forensic Engineers Starling Madison Lofquisy Inc. Consulting Structural and Forensic Engineers -7- u. 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 - DescalPlloN on./Box: drill with 7/32"long-style bit,drill or impact gun with 1/2"socket. THIS EDGE TOWARDS ROOF RIDGE No. 1 FLASHING.9"X 12'X.040'.50.52.MILL I 2 08LOCI6 CLASSIC.A360.1 CAST AL.MILL I 3 PLUG.SEALING.5/16"X 7/8.EPOM/I"SS I 4 LAG SCREW.HEX HEAD.5/16'n5-1/2'.IS-8 SS 1 5 WASHER.FENDER.5/16"IDX I-I/4"OD.I8-8SS I t RACKING COMPONENTS NOT INCLUDED -.,�•••• ft 5 H, C+ 4 t 1.25 -I— 3 I 3'� ,Loca, choose,and nsark center of,alters to be Carefully lift composition roof shingle with roofing Insert flashing between 1st 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 i —450—•..{ nextpage. flashing edge is above the drip edge of l st course. Mark center for drilling. - 9.00 - --t 2.25 2 1.29 J • u D ick Mount M —i _ _ • TITLE: AVAILABLE IN MILL.AND QMSE-LAG:QMPV E-MOUNT BRONZE ANODIZED FINISHES WITH LAG BOLT a Hr,rui 512E 1 orr W—BT: DFM REV i i A DAIS 8M/201e I , rnwc'Z 1 - Lag P1.111-0111(withdrawal)capacities(Ifts)in typical lumber. Using dritl with 7/32"bit drill pilot hole into roof Clean off any sawdust,and fill hole with sealant Slide the Bashing into position.Insert the rubber Lag Bob 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 $rote.—iry vs NN1 p"o•u"eoa a.Wr v,s•uw1r,",rm,.m,won 'long style bit:aka'ai.cmft extension bit'to drill. o s.I F.Lnlcn )tie z4a ]Wdeep hole intorafter. p-L—FL,sw 225 Eneahwm IM$R is.I A r.gn.) as 2ss Hmn,Fe At file [I2Your are now ready for th It rac k of your Henn,Fb 0—IN .44 nt5 225 echoice. Follow all the directions of the rack manufacturer u well as the sowlwn PM�u .55 02r 30) }. $Drvw,P""ro.F� A2 N5 (E.1 2nNUon puam tr2lrm sra4uaN M$R o�tl MEU .so >ee 10a AM roofing manufacturers' written Sources:An I..Wood Council,NDs 2005,Txble 11.2 A 11.3,2 A instructions must also be followed Not": by anyone modifying a roof system, Illlir4ad mun be embcvlded inaraltc,or usher nlec,wal rauf member. A.• fConsult the tmf manufacturer's specs 21 See NnSTehfe 11.5.1C In. and instructions prior to touching rmluirnl edge di>Uncee. the roof. quick Mount PV® 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 screw until the QBlock stops rotating easily. DO NOT over-torque. 81 7.2.3-31 Sep-2014,Rev 1 BI 7.2.3.31 Sep-2014,Rev 1 Lows Product Datasheet DIAGRAM-TYPICAL CONFIGURATION ENERGY s�� pZ Z El � Shielded CATS � it ski MM INTERNET smm ma CAMM LGate 120 eae�s�IOv - ,1 =in • MONITORING nMM o� o��oar. - •,i RESIDENTIAL oW The LGate • single-phase electronic IY¢i /!! o�r•oa= ELECTRICAL • • • • • solar•photovoltaic SERVICE features a smart communications module to automatically INVERTER(5) LGATE120 RVV ARRRAYAY transmit meter data over cellular or Ethernet networks allowing system owners and operators to easily manage distributed solar DIMENSIONS r-- --- _. _._..-----.-. _.._____-- - - _.-- _._.__. SOCi(CT MCTCI7 j LOCUSENERGY METER BASE COMM MODULE METER MODULE I _ I 6.95 in I -I he LGale 120 cumUines a revenue-grade,solid-slate puwer IIwt01 with an advanced communications gateway. 6.31 in p These components work in Conjunr-tlrn to remotely monitor the performance of residential solar energy installation regardless of panel or rover let type.The LGate 120 is a one-piece completely under glass meter which installs easily using a standard socket base.Performance data is uploaded in near real-time to the Locus Energy SOlarOS :, -14 monitoring platform which provides a suite of tools and analytics for asset managers. p, — 5.46 in— �- 6.U0 in i - --7.30 m 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 FS-485 or Zigbee - connections.All data is stored in non-volatile memory and then automatically uploaded to the SolarOS and SPECIFICATIONS SolarNOC platforms. Processor ARY-9 embedded CPU l Atre acy AN5112.20(Class 0.2%) Os Cuslord—sion of Ln x2.6,OTA I—dara updates Voltage Inputs 120-490 VAC NETWORK CONNECTIVITY Menmry 128MBHAM -Max.eunemmpm 200A j Displav LCD screen Service Type Single phase.60 Hr. The communications gateway inside the LGate 120 supports plug and play connectivity through a cellular or available Sochm 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 Enclo r. NEMA 311 Type between the wifeless and wired connections if either of the networks are unavailable. weight Boa ANSI 12z0,1 a 0.2% Dimens,pns - 6.95'x E.5'x 2.3" FCC Part ISB Environ—s .20 to 60C,all-weather I PTCRB _ LWarranty 5 year I rolled—rantY AT&T Cancer Com I—a FEATURES - -- -- _ ANSI C12.20 power meter Easy.low cost installation RS-485 and Zigbee inputs Doesn't require entrance into the building Maaa mmb.r ca.ag•am LG.r.repaw LG r 120• 1 j Cellular-3G GSM ✓ ✓ ✓ • GSM cellular or Ethernet connectivity Plug and play activation Rs-4S5 2 and 4_wira ✓ - • Over the air firmware updates LCD display M.db.s J Ilgb.e - ..✓ Ethernet R!-4510/100.DHCP/Static J Single Meter Sockets -Without Bypass Single Meter Sockets -Without Bypass 125&200 Amp 125&200 Amp Application • Single meter position • Receive ANSI C12.10 wanhour meters • �• Surface or flush mount(see chart) A Construction Oil F-Flush Mount T=iA IU)204 MS68-2-Conduit Hub A.t/t• • Ring A Ty 2A.th•.'A. O 927 MS73-ALMS73Screw Type MEMAType 3R �` 4F=2"-1tA'-1V_-1' 927 MS73•AL Screw Type Ring • •ANSI 61 gray Ering finish 4G=2�h•-2"-Ph--rA' •Aluminum snap ring included SF-Semi Flush Mount SS-Stainless Seel Top Provision.Soo Chan Standards Accessories • UL 414 Listed 5th Jaw Kit•50365 •ANSI C12.7 200ATriplex Ground-ETS200 Knockout Layouts oil(closed) U204(open) AW Hub Parr/UPC catalog Amp Service connection. Fig.1 Fig.2 Number No be, gating Jaw. Typo A..... Lino Load Neutral s c 78205142000 Oil - 125 4 10/3W OH/UG 114-2/0 114.7/0 114-7/O Top Provision ..._e Top Provision 78205142D40 Oil 121 0 1OMW OH/IJG /14-2/0 114-2/0 /IO.2/0 L782g5142045__Olt_MS73 125�� 4 10/3W_O4/UG%t4 T2/0'�_`_'/14'2/0_%14-210 78205142050 Olt SF 125 4 10/3W OH/UG 014-2/0 114-2/0 014-2/0 178205144Q30-927 100 7_'30/4W_OHMG—_414`1/0 114'1N_114'-2%03 782U5156000 2. 2011 4 10/3W OH /6 25gMCM /6 TSOMCM J6 350MCM Q O (/8/0 ti60Z0"2M F-"""��`�"'LOg 4'��'14!/3W 011��,6 7.MCM /G 750MCM /g�350M1:h1� 70205156030 204 FMS73 200 4 10/3W OH /6 250MCM 16.250MCM 16.35OMCM L78205156040` MMS68 200""'•'•`4-10/3W" OH"' Af250MCM /6`750MCM _W-nomw1 78205156035 204 MS68A 200 4 10/3W OH i6-250MCR1 16.150MCM�16.35OMCM �- 1 205106490 T00 MS73�"�`200 4__ 10/3W OH��/6'250MCM=/6"T50A1CM'_`/6�350MCMi 4F 78205156M U204 200 4 10/3W UG /6 25gMCM /6 250MCM 16 J50MCM 4F 4F aF 78205156045 U204F _ 200 10/3W Lid�+ A 25gMCM /6.250_MCM /6 &Mm �a 4F 78205156060 UZ04 FMS73 200 4 10/3W UG /6 250MCM H; 250MCM /6 350MCM "d•• O 1A 78205156070 11204 MS 7] 200 4'~Tt0/JW UG—/6_250MCM /6`250MCM i6.350MCA1] 4F 78205156140 U207 20D 7 30/4W OH/UG /6-250MCKI 16.250MCM /6-250MCM to L/620515G170U207F _ 200'�""•'7"'~30/4W—llfii—/G'75UMCM f0-25gMCM /6'-15UMCM 78ZU5156180 U207 MS73 200 7 30/4W OH/IJG 16.250MCM /6.250MCM /6-250MCM ParUUPc catalog —0.ann0inuar,on, Top K...t- Number Number Hoigln Width Depth Provision layout Fig.3 Fig.4 782051420M Oil 12" 8" 41/i AW Hub Fig.1 Top Provision 78205102040 011 F 12" 8' 4`/e Trim KO fig,I 7820514Z045011 MS73 12"�`-`8" =4`/n: AW Hub FIg�= Top Provision I8205142050 OII;IF 12" 8" 41/e- 2-max KO fig.) 18205144030�927 /11705150000 204 1;">' 8' 4'/x AW Ilub Pitl.7. 78205156020-204F 15" 8- 6 2 max KO 78205156030 Z04 F MS73 15" 8' 6 2"maix KO Fig.' 78205156040' 204 MS68 15t� 8'�4/'��AW 12 Hub Fig.2—1 4F 78205156035 u 204 MS68A 15' 8' 4'/c" AW/L-Hub Fig.7 4G L782051g849O_2"MS73_— _ 15 f1p,.2� --t 78205156005 U204 15" 12" 0/x" None Fig.3 -" 443 4F 4G 78205156060 U24FMS73 75' IZ- None fig.3 4F 4: 4G n n [7f1Z0515607g'U204 M57315' 12_41/4' None_ _——�f1g;_9� 78205156140 U207 18" 12' 5" AW Hub Fig.4 AIC Nuta: J78205156110 U2g7 F_._ _ _l8'"'��`12 5' Phanax KO Rg;4_= For stwn circuit currem 4G 1 W 443 2A 78205156180 U207 MS73 18' 12' 5" AW Hub Fig.4 ratings see page 13). B—Line Uate u.1b.o to dung.w 11—t n uco.Consult lu 1 u0 sy Icr area tic.m.rc..All dim.nsicna tiro m rid as. Dot.suu,uo 1e Jmnge without nuuce.Consult local utility fur area a—imenc..All fi n—i—s at, mches. 5 Meter Mounting Equipment Meter Mnummg Equipment 6 by Line by E:T•N by F:T•N: 1 - `.ENE:RGY October 22n0,2013 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 C32.20 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(dlocusenergy.com. - The Locus Energy Team Locus Energy,LLC www.locusenergy.com Classic Conduit Composition Mount I QMCC Classic Conduit Mounting Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,1 tube of appropriate sealant,drill with 1/8"bit,drill or impact gun with 7/16"deep socket. ITEM NO. DESCRIPTION OTY. —THIS EDGE TOWARDS ROOF RIDGE 1 FLASHING.9"%IT%.040".505T.MILL I 2 OBLOCX.CONDUIT,5/16".606146.MILL I WASHER.SEALING.1/4"ID%7/8"OD.EPDM • 3 BONDED SS 4 LAG SCREW,HEX HEAD,1/C" 2-1IT,18-855 I AVAILABLE IN MILL.CLEAR ANODIZED, '� 1 AND BRONZE ANODIZED FINISHES. t 3 W Ys 12.0 !' f CONDUIZ CLAMP NOTINCLUDE P3 Choose placement of conduit mounts along path Lift composition roof tile with roofing bar,just Slide conduit mount into desired position.Remove 2.5 I �� ! ofconduiLSelect location over center of rafter. above placement of conduit mount. any nails that conflict with getting the mount flush 13 1-- with front edge of shingle course.Mark termer for ,A `J f drilling. 4.5 2 d 9.0 • I .79—I O Quick Mount PV' t IIRE:_ - OMCC:CLASSIC CONDUIT COMPOSITION MOUNT r,uus>TSRE'DRAWNB7: RAD i REV i - _ A'ogle9i2vmu 4 Using drill with 1/8"long bit,drill pilot hole into Clean off any sawdust,and fill hole with roof Lift shingle and slide conduit mount into place. 5•,,• r . 3� �— ••.e2••N om1 roof and rafter,taking care to drill square to the manufacturer's approved sealant. Prepare lag bolt with sealing washer and single hole roof. clamp(not included)as shown.Insert lag through hole In block and position clamp over conduit. Lag Boft Specifications spats.Gvu'uy Va'Ynll ye,lla'1mo:W 4ap1, All roofing manufacturers'writ- 1M-Wvp yp l'nmouJ JnD,h DRVUN.Fi,.Lwcn .Sp 3B] 223 ten instructions must also be DauUlor Fi,,suNh 15] 2e2 E,gmvu,w,Sprucv,LoJOV WN Pi,ry IMSR 1fi5f11 a liplw�) 35] A2 followed by anyone modifying a Iv .4] 313 179 roof system.Please consult the Hmv.F.(Nenh) 153 - nwn PWr .55Is, 1dU roof manufacturer's specs and Spuce,P .F. J01 173 instructions prior to touching Spw.e,Pkw.Fv(E m 3 rterovn W er9 urtlrY,Y,v4n W MSR WY MEL) .50 J5] 225 the roof S...cn:Ame,ken Wood CYuncd,NDS 2W5,Tebk 11.2 A I1.1.2 A Notes: 11Thmadmmracn,beddedme,aRe,or ahe,>uvclu,al,Rehne,nbe Insert lag through hole in block and position 2)See IBC tw,e,aededgedi-me, clamp over conduit.Using drill With 7/16"socket, IMPORTANE lu,naml.h.wale,—fi.,it bi,npu,tant llMtthevlu,nin mlLWN liter 1)1,p,upe,ly placedwx lWu„a Wilt—Abovethe—ti„y blockeea wilhat lltwne ul thelag until drive lil block is light. Ilalhing e•tendbg upuMeNhe course above tha,a• win. -rr:.e1 nn t,r � uick Mount FVt Quick Mount W Q­' , 925-478-8269•www.quickmountpv.com•info@quickmountpv.com RESPECT THE ROOF 2700 Mitchell Dr.,Bldg2 •Walnut Creek,CA 94598 817.2.3-8 Aug-2014,Rev 4 817.2.3-8 Aug-2014,Rev 4 6t2013 by Quick Mount PV.All rights reserved. YOU WISH TO OPEN A BUSINESS? For Your Information: 'Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You'must first obtain the necessary signatures on this'form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office,.1 st PI., 367 Main St., Hyannis, MA 02601 (Town Hall)and get the Business Certificate that is required by law. p DATE: Fill i please: , ... n t APPLICANT'S YOUR NAME/S: G BUSINESS _6 YOUR HOME ADDRESS: . 8 7 �,� a TELEPHONE # Home Telephone Number :NAME pF'CORPORATIQN ' NAME OF NEW BUSINESS ' L odr1 �2P . TYPE DF'BUSINESS ISTHI5,;AH0ME OCEUP/a IpN�.:> S E r..:. ._,.: N ;ADDRES$:OF BUSI E$SF Q �L....,... MAp/PARCEL NUMBER-�: . 0cQ ;(Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMSh 'S OFF E. MUST COMPLY WITH HOME OCCUPATION This individu e an er it re uire ents th t pertain to this type of business. RULES AND REGULATIONS. FAILURE TO Si COMPLY MAY RESULT IN FINES. COMMEN S: 1 2. BOARD OF LTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS ENSING THORITY) This individual h b n inform f the licensing requirements that pertain to this type of business. t uthorize ignature* COMMENTS: 1 Town of Barnstable WE Regulatory Services Thomas F.Geiler,Director Building Division t BARNSTABLE, MASS. Tom Perry,Building Commissioner 659. 16�0 200 Main Street, Hyannis,MA 02601 www.towmbarnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: �- Permit#: HOME OCCUPATION REGISTRATI N Date: 7 Z Name: L WPhone#: .' J��V 0�7 Address: Village: /f/9 S'/(,�i./�� Name of Business: 4rn Type of Busuiess: {^('�1/��../ C'! Map/Lot:4,WIf —W IIVTFIVT: It is the intent of this section to.allow die residents of the Town of Barnstable to operate a home occupation vadhin single family dwellings,subject to die provisions of Section 44.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside die dwelling. there shall be no increase in noise or odor;no visual alteration to die premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration wadi the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located wadhin that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling w1iich are not customary m residential buildings,and there is no outside evidence of such use. e No tragic will be generated in excess of normal residential volumes. • The use does not involve die production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • Tlhere is no storage or use of tonic or hazardous materials,or flammable or explosive materials,m excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing die Customary Home Occupation,and not Haden die required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial velhicles related to tie Customary Home Occupation,other than one van or one pica:-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on tie same lot containing tie Customary Home Occupation. • No sign shall be displayed indicating die Customary Home Occupation. • If tie Customary*Home Occupation is listed or advertised as a business,die street address shall not be included. • No person shall be employed in the Customary Home Occupation vvho is not a permanent resident of die dwelling unit. 1,the undersigned,have read and e wadi the above restrictions for my home occupation I am registering. Applicant: Date: / 7i Homeoc.doc Rev.01/3/08 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application #��C��'�A %S Health Division Date Issued Id� Conservation Division Application Fee Planning Dept. Permit Fee S •O Date Definitive Plan Approved by Planning Board Historic OKH Preservation/Hyannis �Q Project Street Address SAVIJ Village ALA Owner L Address 'S AM z� Telephone 7 f - &' Permit Request tooz=/ATE zn►b�e...•. Sv�r�-iaC A0L /'tea-r5,4_T_-rJ6 3 j, m �= Square feet: 1 st floor: existing proposed 2nd floor: existing propoTsuporting To'fal new Zoning District Flood Plain Groundwater Overlay5Project Valuation2©,Odd Construction TypeLot Size S I , LI 601 Grandfathered: ❑Yes ❑ No If yes, atta documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: U Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) r S Number of Baths: Full: existing new Half: existing new v 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 7'.l-1 ALSTelephone Number S-z Address License Home Improvement Contractor# Worker's Compensation # 2� ('14 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE , DATE 2 / ojo- FOR OFFICIAL USE ONLY APPLICATION# - DATE ISSUED j MAP/PARCEL N0. ADDRESS VILLAGE OWNER _ I DATE OF INSPECTION: FOUNDATION JrD�oO DK ��"o-plZlGi� - FRAME INSULATION FIREPLACE , ELECTRICAL: ROUGH FINAL >F 3 PLUMBING: ROUGH FINAL t -GAS`. ROUGH FINAL 'FINAL BUILDING u• �� l IFI�! DATE CLOSED OUT ASSOCIATION PLAN-NO.' ` This letter confirms that I give permission to Shoreline Pools, Inc. of Harwich, MA authority to act as agent with regard to the installation of a private in-ground swimming pool located at address of Qua ��(_ Any questions ple a ontact me at Shoreline Pool Re om Date: /., o d Date: O� r WALL PANEL AND BRACE CALCULATIONS FOR 5" WIDE FLANGE, 42" HIGH STEEL WALL PANEL (Pages 1-13) Prepared for: INTERNATIONAL SWIMMING POOLS, INC. 14C VANDYKE AVENUE NEW BRUNSWICK, NJ 08901 Prepared By: SCHAFER ENGINEERING ASSOCIATES 1885 State Street Schenectady, New York 12304 Phone: (518) 393-4767 Fax: (518) 393-3510 Voi d I ure, ii§ed a "an col r watermark. Not fo Ala t N?e it Ap f. tions. ssue No.28-6090 Ex iratio. I ate: 10 Only For Installation Address: Paul RODERICH, 15 Abegale Snow Road,W.Barnstable,MA 02668 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel Calculation Assumptions: a.) The panel ends provide minimal vertical stiffener reinforcement for the galvanized steel pool panels. Therefore, the critical case for calculating vertical stiffener strength occurs when a 4 foot panel is sandwiched between two 8 foot panels. b.) The concrete pour at the base of the wall (i.e., bond beam) provides 6 inches of vertical support to the panels, stiffeners and braces. c.) Refer to the last page for more Material/Installation Assumptions. Definition of Parameters: Assumed Soil Properties: (Sandy silt soil material) Wd (unit weight of dry soil) 105 Ib/ft3 W,. (unit weight of saturated soil) 135 Ib/ft3 (D (soils interior angle of friction) 30 degrees Ka (lateral active soil coefficient) = tan (45-0/2) 0.333 Yd (equivalent active unit weight of dry soil) = Ka Wd 35 Ib/ft3 y5 (equivalent active unit weight of saturated soil) = K.W. 45 Ib/ft3 yW (unit weight of water) 62.4 Ib/ft3 µ (friction factor between soil and concrete) 0.45 Material Properties and Dimensions: Panels/Stiffeners/Channels E (modulus of elasticity) 29,000 k/in2 Fy (minimum yield stress of cold-formed steel) 40,000 Ib/in2 Fb (allowable bending stress of cold-formed steel) 23,952 Ib/in2 Fb,plete (allowable bending stress of cold-formed plate steel) 30,000 Ib/in2 Ft (allowable tensile stress of cold-formed steel) 23,952 Ib/in2 tp (thickness of panel, stiffener, and channel steel) 0.0750 in h (height of panel) 3.5 ft hW (depth of water) 3.0 ft heff (effective height of panel) 3.0 ft b4 (maximum unstiffened 4 foot panel width) 4.0 ft b6 (maximum unstiffened 8 foot panel width) 4.0 ft R (maximum radius of panel) 30 ft Ls (effective height/length of stiffener = heff) 3.0 ft d (nominal depth of stiffener) 5.0 in Lc (maximum brace spacing) 10.0 ft Se,S (section modulus of stiffener) 0.6128 in bs (maximum unsupported length between stiffeners) 12.0 ft Sex (section modR f channel) 0.6817 in 3 Voitl with ut sign tur raise eal �Jatermark. Schafer Engineering Associates N&,,SIN in as e.P pplicsue No.28-6090 1 of 13 Expiratib at -6 /1 Only For Installation Address:Paul RODERICH, 15 Abegale Snow Road,W.Barnstable,MA 02668 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel A307 Steel Bolts Ft (tensile stress of the bolt) 20,000 Ib/in2 F,, (shear stress of the bolt) 10,000 Ib/in2 s (bolt spacing) 6 in db (bolt diameter) 0.3750 in Concrete Bond Beam F'c (compressive strength of concrete) 2,500 Ib/in2 tc (thickness of base pour) 6 in wc (width of base pour) 2.5 ft Y. (unit weight of concrete) 145 Ib/ft3 am (moment arm) See Calculations Angled Braces/Rods Fy (minimum yield stress of steel) 36,000 Ib/in2 Fa (allowable axial stress) 9th Ed. ASD pp. 3-16 ra (radius of gyration of angle) From Spreadsheet Aa (area of angle) From Spreadsheet La (maximum length of angle) 44 in L (maximum length of rod) 18 in d, (rod diameter) 0.500 in rr (radius of gyration of rod) 0.125 in k (effective length factor) 1.0 Analyses: 1. General Panel Configuration =Z 4'-0" PANEL 9'-O•' PANEL EO. EO. EO. ,) 10-0• PANEL 5•-0" PANEL • I 6'-O" PANEL 7'-O•'" PANEL EQ. I E.O. I 8'-OPANEL 5.0"/3.5' WALL PANEL Schafer Engineering Associates [Epirattio bid �i.. gut sign to e;iais d sea olor Juatermark. 2 of 13 ot for jut in ate it p�Ncation Issue No.28 6090 Da :6 /1 Only For Installation Address:Paul RODERICH, 15 Abegale Snow Road,W. Barnstable,MA 02668 j p i INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 2. Loading Conditions: (Calculated per unit foot of wall.) A. Dry Backfill, Pool Full Pd Pw �3 2 2 Total lateral dry soil load [Pd] = Yd 2 h = 35 x 3.5 = 214.38 Ib/ft 2 yW Total lateral water load [P,.,] x hW2 62.4 x 3.0 2] = 2 = = 280.80 Ib/ft 2 Total lateral load per unit length [P] = Pw - Pd = 280.80 — 214.38= 66.43 Ib/ft Approximate distributed panel load [Pnet] = h p = 66.43 = 18.98 Ib/ft2 3.5 B. Saturated Backfill, Pool Full 3 � S PW � Total lateral saturated soil load [P.] = YS x h2 _ 45 x 3.5 2 2 = 275.63 Ib/ft 2 Total lateral load per unit length [P] = R. - PS = 280.80 — 275.6 = 5.18 Ib/ft •Approximate distribu panel load [Pnet] = h =p 5.18 = 1.48 Ib/ft 3.5 Void withou Sig to a al and colo atermark. Schafer Engineering Associates Not fous M t e it Applications. Issue No.28-6090 3 of 13 ExpiratiotJate� 30/S0. Only For Installation Address:Paul RODERICH, 15 Abegale Snow Road,W.Barnstable,MA 02668 I INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel C. Dry Backfill, Pool Empty (See Material/Installation Assumptions) C- Pd Total lateral dry soil load [Pd] = 214.38 lb/ft Approximate distributed panel load [Poet] _ Pd 214.38_ = 61.25 lb/ft2 h 3.5 3. Flat Plate Analysis: (4'-0" panel length governs as maximum spacing between vertical stiffeners occurs with this panel. See Calculation Assumption b.) Largest unsupported panel area: 3.0 ft x 4.0 ft Modify lateral soil load to determine actual load acting on panel parts by taking concrete bond beam into account. (Load Condition 2c governs and assumes overturning/sliding analysis requirements are met.) yd x heff2 35 x 3.0 2 P' = = = 157.50 lb/ft 2 2 Approximate distributed panel load [P'net] _ p1 157.50_ = 52.50 ib/ft2 hell 3.0 2 2 P'netheff2b42 52.50 x 3.0 x 4.0 Actual bending stress [fb] _ = 2 2 2 2tp (heft +b4 ) 2 x 0.0750 x ( 3.0 + 4.0 ) [fb] = 26,880.00 Wine F.O.S. = f b = 30,000 = 1.12 > 1.0 OK 26,880.00 �' Schafer Engineering Associates )VAthout-si-nat ure, at ed se"a d atem5ark. 4 of 13 Notfor use in aster P it pli Iss No.28-6090 Ex iration Dat 6/3 Y/10 n For Installation Address:Paul RODERICH, 15 Abegale Snow Road,W.Barnstable,MA 02668 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 4. . Radial Panel Analysis: (Tensile hoop stress. Load Condition 2c governs and modified lateral distributed panel load [P'net ] from Section 3 applies.) net Actual Tensile Stress [ft] = tp FILL SIDE POOL SIDE 52.50 x 30 x (1/12) ft = = 1,750.00 Ib/in2 Ppe' 0.0750 23,952.10 I R F.O.S. = f` _ = 13.69 > 1.0 OK 1,750.00 5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption a.) 8' WIDE PANEL —_ 8 —0 FLANGE -Ln -i tp=0.075" T 4'-0 T-1 '—O" —,- VERTICLE 'Z' WEB ORIENTATION FLANGE=1'—' --/ 8'_0' Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) Maximum bending moment [Ms] = 9P'L. ( 2s + 2 ) MS - 2 x 157.50 x 3.0 12.0 4.0 ( + ) _ 484.97 ft-lb 9r3— 2 2 Actual bending stress [fb] = Ms = 484.97 x 12 = 9,496.88' Ib/in2 Se,s 0.6128 Fb 23,952 F.O.S. _, = 2.52 > 1.0 OK fb 9, .88 9 i Schafer Engineering Associates ut sign to ,raise sei tl I r watermark. 5 of 13 Not'foi u 'in Ma er P i pp cations. Issue No.28-6090 Expiration at 6/ (1 Only For Installation Address:Paul RODERICH, 15 Abegale Snow Road,W.Barnstable,MA 02668 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 6. Bending in the Top Channel: (10'-0" panel length governs as maximum spacing between braces occurs with this panel.) Ptop d=5" t FLANGE—��� /—FLANGE=1.25" P 1� LO —WEB 1` -] r- P o -�� ` bot O II _n. P/3 CHANNEL X-SECTION BRACE 100 BRACE P01NT I — I POINT PLAN Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) 157.50 Load along the channel [Plop] = P = = 52.50 Ib/ft 3 3 Maximum bending moment [Mc] _ RoP L c2 52.50 x 10.0 2= = 656.25 ft-lb 8 8 656.25 x 12 fb = M` _ = 11,552.00 Ib/in2 Se,c 0.682 23,952 F.O.S. = Fb = =fb 11,552.00 2.07 > 1.0 OK Schafer Engineering Associates Void wi4thout ,igA01 .0 ed s I an o wateflnark. 6 of 13 Not-001Isle ca ons. Is Le No.28-6090 Expiration.D ly For Installation Address:Paul RODERICH,15 Abegale Snow Road,W. Barnstable,MA 02668 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 7. Overturning Analysis: (Moments taken about point A with concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) I P b 1 Pd E WC PC 0 � aml I = (Wc/2)+ d f+ L Mresist = Mbeck + Mconc = Pb a., + Pc am, = Wd hellwe am, + yctcwe am, = 105 x 3.0 x 2.5 x 1.67 + 145 x 0.5 x 2.5 x 1.67 = 1,614.58 ft-lb ±� 2 E MOT = M.jI = Pd am2 = Yd 2 h ar a 2 35 x 3.5 3.5 x 2 3 250.10 ft-lb E Mres;st 1,614.58 F.O.S. _ = - 6.46 > 1.5 OK Z MOT 250.10 Schafer Engineering Associates Void wi l out-sig•at rpr�ase d color atermark. 7 of 13 Notfo� set M s rA p icatio . Issue No.28-6090 r ey /30ly For Insta lation Address: Paul RODERICH, 15 Abegale Snow Road,W.Barnstable,MA 02668 i INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange., 42" High Steel Wall Panel 8. Sliding Analysis: (Concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) P/b Pd WC PC (Pb + Pc )u f E Presist = µ(Pb + P. = µ(Wd heffw. + y.t.w.) = 0.45 x ( 105 x 3.0 x 2.5 + 145 x 0.5 x 2.5 ) = 435.94 + Yd h2 E Psliding = Pd - 2 2 35 x 3.5 _ 2 214.38 E Presist 435.94 F.O.S. _ _ = 2.03 > 1.5 OK E Psliding 214.38 Schafer Engineering Associates Void w'thout ignatu ised s to wateYmark. 8 of 13 Not-fol�lsle; Ma ter ications. I ue No.28-6090 Expiration - e: 0. my For Installation Address: Paul RODERICH, 15 Abegale Snow Road,W.Barnstable,MA 02668 �F INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel Section Properties of Angle Brace -- VERTICAL LEG b ti � c b= 0.075 1 = 0.0500 C= 1.000 A= 0.150 d = 2.000 -- HORIZONTAL LEG (<—b h Tj b= 1.9250 1 = 0.0001 h = 0.0750 Stop= 0.0018 C= 1.9625 Sbot= 0.0018 A= 0.1444 -- PROPERTIES TOTAL SECTION total = 1.4721 Itotal = 0.1182 Atotal = 0.2944 r,a = 0.6337 k = -0.07081 la = 0.047412 ra = 0.401324 Voittl'i .ignat rq,rat5dse3ad rmark. Schafer Engineering Associates lVot,for us �n Mas r er I u No.28�09010 of 13 xpiration at 6 0/ 0 allat A dress:Paul RODERICH,15 Abegale Snow Road,W.Barnstable,MA 02668 I INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange,, 42" High Steel Wall Panel 9. Brace (Angle Section) Analysis: (Assumes concrete bond beam in place and 10'-0" panel length for maximum brace spacing.) i P B e Q. i LONG ANGLE 2" x2" x 44" 14 GA. GALVANIZED ANGLE e P B LATERAL LOAD DIAGRAM ADJUSTABLE and STATIONARY AFRAME ASSEMBLY A.) Compression Analysis: (Load Condition 2a governs.) 66.43 3 Max force at brace level [P,] = 1 Lc = 10.0= 221.42 lb . 3 Axial Compression Force [Pax] = P' = P' _ 221.42 = 464.03 lb cos 0 cos ( 61.5 ) 0.4772 Actual axial stress [fa] _ P. 464.03_ = 1,578.34 Wine A. 0.294 kLa 1.Ox44 _ = 109.73 Cc = 126.1 Fa = 11.709 ra 0.401 F.O.S. = fa = 11.709 = 7.42 > 1.0 OK 1.5783 I Schafer Engineering Associates Vol wlthod si nature; aRy sea d r =e ,ark. inuU 9of13 Not' r Ae,ln ast r;P. dons. Iss No.28 6090 F�sp�.�at�on 6L3� For Installation ddress:Paul RODERICH, 15 Abegale Snow Road,W.Barnstable,MA 02668 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange,, 42" High Steel Wall Panel B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P] from Section 3 applies.) Max force at brace [P,] = P Lc = 157.50 10.0 = 525.00 lb 3 3 Axial Tension Force [Pxt P, P, 525.00] _ _ _ = 1100.26 lb cos 0 cos (61.5) 0.4772 Actual axial stress [fa] _ per, 1100.26_ = 3,737.31 Iblin2 A. 0.2944 F.O.S. = f a = 21.600 = 5.78 > 1.0 OK 3.7373 Schafer Engineering Associates Voi t" hoursig ature,r is d sea and low a rk. 11 of 13 Not for112usen ste Pe i 'ppli t' 'Cl s e No.28 6090 Expiration D e 6!3 10 nl sta ation ddress: Paul RODERICK 15 Abegale Snow Road,W.Barnstable,MA 02668 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 10. Brace (Threaded Rod Section) Analysis: (Assumes concrete bond beam in place and 10'-0" panel length for maximum brace spacing.) A.) Compression Analysis: (Load Condition 2a governs.) Paxe 464.03 Actual axial stress [fe] _ _ = 2,363.29 Ib/in2 TURNBUCKLE A� 0.1963 1/2"0 - 18" A307 C° THREADED ROD kL, 1x18 �, _ = 144 Cc.= 126.1 rr 0.125 Fa = 7.20 7.20 TURNBUCKLE and THREADED ROD F.O.S. = f a = = 3.05 > 1.0 OK AFRAME ASSEMBLY 2.3633 B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P] from Section 3 applies.) Actual axial tensile stress [f,] _ Pat 1100.26_ = 5,603.59 Wine Ar 0.1963 F.O.S. = f' = 21.6 = 3.85 > 1.0 OK 5.6036 11. Steel Bolt Analysis: A.) Check Bolt Shear: (Load Condition 2c governs and modified lateral load [P] from Section 3 applies. Refer to section 9b of brace analysis.) Actual bolt shear stress [f,,] _ P. 1100.26_ = 9,961.94 Wine Ab 0.1104 F.O.S. = ,, = 10,000 = 1.00 > 1.0 OK 9,961.94 B.) Check Bolt Tension Stress: (Load Condition 2c governs and modified lateral distributed panel load [P'ne] from Section 3 applies. Refer to Section 4 of radial panel analysis.) Maximum tensile force [T] = P'net R = 52.50 x 30 = 1575.00 Ib/in of panel depth Actual bolt tensile stress [ft] = A 0.1104 S = 1575.00 x 6 x (1/12) = 7,130.14 lb F.O.S. = f t = 20,000 = 2.80 > 1.0 OK 7,130.14 Schafer Engineering Associates o, with t signa r rais sea an to termark. 12 of 13 Not,for��ls� in as er*ermit li ns Iss ' No.28 6090 iratio teat .6% %1 For Install 'on Address:Paul RODERICH, 15 Abegale Snow Road,W.Barnstable,MA 02668 4 a INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel Material/Installation Assumptions 1. Wall panel, brace and panel/brace fastener sizes, thickness, dimensional characteristics, material properties and strengths used in these calculations were provided by International Swimming Pools, Inc. These calculations assume that these elements have uniform thicknesses, sizes, and material properties/strengths and that they are free of defects. These calculations cover only those elements identified herein and do not cover liners, ladders, steps, slides, decks, railings, etc. This pool system is intended to be installed only by factory trained and approved distributors/contractors. 2. Soil pressures used in these calculations constitute those soils which are in their active state and have a maximum equivalent fluid pressure equal to 35 #/ft3 under non-saturated conditions and 45 #/ft3 under saturated conditions. See definition of parameters section for more soil type assumptions used in these calculations. These calculations do not consider the existence of expansive or adobe-type soils, high groundwater table conditions, or adjacent uncompacted soil fill conditions. If existing site soil conditions dictate a different or potentially higher equivalent fluid pressure than those used herein, the pool Purchaser/Installer shall contact a local Geotechnical (Soils) Engineer for additional quidance and direction prior to pool installation. 3. Wall panel backfill materials shall consist of clean porous soils, free of roots and debris, installed and carefully tamped to eliminate voids, in layers not exceeding 12"thick. In addition, backfill materials shall not exceed the same equivalent fluid pressure characteristics identified in Item 2 above. Lastly, backfilling operations behind the pool panels must be performed in conjunction with the pool filling operations. Although these calculations show that backfill material can be placed behind the pool panels when the pool is empty, these pool panels should not be considered capable of independently withstanding either the pool waters lateral forces or the lateral soil forces (from behind the pool panels). 4. The pool is designed to remain full of water at all times. The pool may be damaged if the water level is allowed to drop below the pool inlet. When appreciable drawdown is noticed or if it becomes necessary to drain the pool, contact International Swimming Pools, Inc. or its agent immediately for instructions. Temporary shoring of the pool panels is highly recommended 5. These structural calculations shall be considered void if not complete (pages 1 - 13) and do not contain a raised P.E. review seal, signature, and color watermark on each page. 6. Pool system is not designed for earthquake or surcharge loading (i.e., neighboring structures, vehicles, trees, equipment, etc.). 7. Finished decks and/or grades shall be constructed in accordance with the pool manufacturer's guidelines and be sloped away from the pool copings at a rate of not less than 1/4" per foot. 8. Concrete bond beam dimensions shall be 6"x 2'-6" minimum. 9. These calculations are in compliance with the following state and national codes: 1. 2000-2006 Nationally accepted International Building & Residential Codes (IBC) 2. 1999 Building Officials&Code Administrators (BOCA) 3. 1999 Standard Building Code (SBCCI) 4. 1997 Uniform Building Code(UBC) 10. Refer to the Pool Manufactur ' Installation Manual for additional restrictions, requirements, guidelines, and recommendations. Voikiut-sign to ,rais sea a I rr atermark. Schafer En ineerin Associates Not for�ii ejin a e P it i ,on . Issi3e No.28-6090 g 9 Ex ira'o Da :6 0/1,O On y For Instal ion Address:Paul RODERICH, 15 Abegale Snow Road,W.Barnstable,MA 02668 13 of 13 35'-9 3/4' A-FRAME DETAIL DECK SUPPORT DETAIL 3'-10 7/8' 3'-10 7/8' SHORT BRACE 28' A-FRAME 1'-7' 7• BRACE 4' PANEL / PANEL 5' R9' 2'-3' R9' ao 18' 14'-10' -�. 10' LONGBRACE R7'-3' STAKE HORIZONTAL BRACE 1'-7' 7' 4" TRANSITION DETAIL MANDATORY ROPE --- -- - SEE TRANSITION AND FLOAT 12 INCHES 54.53' FROM SLOPE CHANGE �� J Z z o DETAIL I I/ 5 1/16' Q p_ w NOTE, 7' � F_ c 0 °o 1) DEPTH AND SHAPE OF POOL MEETS MINIMUM STANDARDS J V F cmn c) OF THE INTERNATIONAL RESIDENTIAL CODE 2006 AG103.1 Q N J 0 o (ANSI/NSPI-5) FOR RESIDENTIAL USE. w — (L °' N FINISHED cn Q CL �o DEPTH 3'-4' 3'-6' 2) A MEANS OF EGRESS FOR BOTH THE DEEP END AND THE Q' Q F co z 2 FINISHED w a a - g SHALLOW END ❑F THE POOL MUST BE PROVIDED AS w G F- o w o DEPTH REQUIRED BY ANSI/NSPI-5 SECTION-6. Q g a w= �° m N PANEL 3) BUILDER TO PROVIDE A MEANS OF EQUIP❑TENTIAL BONDING w w w o _=� HEIGHT IN ACCORDANCE WITH NEC SECTION 680. . W CL v v w c 2 INCHES SAND 4) ALL A-FRAME BRACES WILL BE MOUNDED WITH A F- m o'a o(r m N Z_ OR VERMICULITE MINIMUM OF (1) CUBIC FOOT OF CONCRETE, OR A 6' a Q H M CL o+c -p —4' 7' 14' 10'-9 3/4' POURED CONTINUOUS CONCRETE PERIMETER COLLAR, Q Z cn 'm�`, a a m Z m w 5) 'NO DIVING' LABELS TO BE INSTALLED AROUND PERIMETER (:... _ _null a v OF THE POOL. V ? Z a �' 3 0 COa 6) ENTRAPMENT AVOIDANCE MUST BE INSTALLLED IN ACCORDANCE } WITH IRC 2006 SECTI❑N AG106. = y � o INTERNATIONAL SWIMMING POOLS NOTES SWIMMING POOLS ARE DANGEROUS WHEN USED IMPROPERLY. I N T E R P❑ ODQ� O NEVER DIVE IN THE SHALLOW END OF ANY POOL. CONSULT WITH THE DIVING BOARD AND SLIDE R ALEXANDRIMANUFACTUAERVA) AND 22314THE NATIONAL SPA AND(7033--838-0083)PR OR TO°INSTALLINGINSTITUTE (2111 DIVING BOARDSH°WER AND//ORENUESLIDES ON 18� X 35'-9 3/4' ROMAN W/9' C U- w z THIS POOL TO ENSURE THE POOL MEETS THE EQUIPMENT MANUFACTURERS MINIMUM STANDARDS FOR RADIUS STEEL STEP SYSTEM O ALLOWABLE INSTALLATION OF THEIR PRODUCT(S) ON THIS POOL. INTERNATIONAL SWIMMING P00LS IS NOT RESPONSIBLE FOR THE POOL'S INTERIOR DETAIL, RATHER THE LINER MANUFACTURER MUST ENSURE Z THE INTERIOR MEETS N.S.P. I. AND A.A S. I. STANDARDS. IT IS THE RESPONSIBILITY OF POOL BUILDERS, DATE,08/28/08 SCALE, NONE TOWN OFFICIALS AND POOL OWNERS TO FOLLOW ALL SAFETY GUIDELINES OF THE N.S.P. 1., LOCAL ORDINANCES, AND EQUIPMENT MANUFACTURERS. DRAWN BY,T.F. A CADRE F SHSR1835B i 1 8' 8' 8' 4' L=6' 1' 1' RAD-9' BILL OF MATERIALS TP 9' RADIUS QTY, DESCRIPTI❑N L=4'-7 1/4' 33'-3 7/16' STEEL STEP 4 1' STRAIGHT PANELS RAD=9' + + + SYSTEM FOR STRAIGHT 2 4' STRAIGHT PANELS WALL POOL 6 8' STRAIGHT PANELS L=6' TP 1 L=4'-7 1/4' RAD=9' PANEL RAD=9' 1� 1� 2 L=G' RAD=9' PANELS 2 TRANSITION PANELS (TP) SEE DETAIL 8' 8' 8' 4' 1 9' RADIUS STEEL STEP SYSTEM FOR -i z o �, FOR STRAIGHT WALL POOL (SEE N o0 o DRAWING FOR B.0,M) o w �, 4 90 DEGREE VERTICAL FILLERS a w J o °' o W can! 0. Zp Q Tw z�Nr> zF-�KE TRANSITI❑N DETAIL a -w V wwWmMR w a Uw c J teN aid-ua /754,53' U y3zm 5 1/16' 7, H F- Z p m Q W 0 � � = N .roc =' > HH � -T z cn § Q' N— p U. w U Z INTERP ❑ ❑ L ° Z N 4,: 18' X 35'-9 3%4' ROMAN W/9' RADIUS STEEL STEP SYSTEM DATE,08/28/08 SCALE, NONE DRAWN BY,T,F, ACADREFSHSR1835B - -- -- - Hl'd3N38 VI ONV , C9 3H1 NO1S 30 •G'£ ,Z -S301S 1V 3 MO ►) oldalv�N1 XOVeVo \ I - 3M3S3a . L------------ O%j i :a \ Z 101 ti I , '113Ma '408d / I 4` 0 1 �t 1 It e` g v v 14 ' 5 VI OD CM W Ict W 1 • i ��� pl'A'�fiaae�oC/�rtlJ , P � Lleen�M Cp}�IgTF�1. 9 •,. P� • •CS 07789 ' ? Yr.n 1485;Q� eiriitd�t4'e�!��► D yo � � Ri�lbtAdl•04 g a' jq OTU T1�MA�835 Corhml��ner f r t i. L a ✓07) /10 TOVPIG)lfV7l!!•C(Il��.G �/NuJ:IUIY/f�JY� ' QN �•sw Doard of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: N Registration: 132476 Board of Building Regulations and Standards One Ashburton Place Rm 1301 Expiration:p • 2113/2009 TO 127032 Boston,Ma.02108 i Typo: Individual " L TIMOTHY RICE TIMOTHY RICE 19 DANIELE STREET - COTUIT,MA 02635 Admiulslralor Not vail lthout signature ab . m o� 0 00 0 co c m s Barnstable Old Kings Highway Historic District BARMARM i 200 Main Street, Hyannis,MA 02601,TEL: 508-862-4787 Fax 508-862-4784 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; 4. Building construction: ❑ New ❑ Addition ❑ Alteration o co 2. T_Ue of Buildin,$: ❑ House ❑ Garage/barn ❑ Shed ❑ Commercial ❑ Otl ( ' 3. Exterior Painting roof ❑ new roof ❑ color/material change,of trim, siding,window,dooms `U) NJ — i 4. Sig_: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ tennis court Q Other i m 0 6. Pool swimming ❑ Other man-made pool Type or Print Legibly: Date: 7�3d n Address of proposed work: House# 5 Street /. GGd Village ,, Vrl'1 hdjP Assessors Map Lot# Description of Proposed Work: Give particulars of work to be done: M X,�5 I/1 n! / won l - roman h -3ra w I / U )14h pr-".5 10 . /� dr' 1// l k l rz ct- Co er of h to . Agent or Contractor(print): Q/"mil l f2f l� /-S [Y- C Telephone#: Address: Contractor/Agent'signature: NOTE All applications must be signed by the curre� r r" Owner(print): � W f j� .1 y��, I (j el!C 1_ Telephone#: .5Qa-3(o a_ q(o 7 Owners mailing addres . /�j d We a -tZbAn rnA Owner's signature. For committee use only. This Certificate is APPROVED/DENIED D � Date O Members signatur AUG 66 2008 _ o TO IV OF BARNSTABLE An con ' 'ons o a �~� HISTORlO An y Pp vat, �0 C.(Documents and SettinsldeeolliWacal Sett wiTenwrmy Internet FfleslOLKI10KHCert Appropriateness 07.doc 1 NiI^ _.. M ,ice }..�1■� � s w k �V I ff�� Z .at .s 41111 411 koct nand PDX 0+ bat l CkJ 00MM All wooden SCAI(Of 4r& kut 11 (SO04, 03 0 ° 0 O 0 r Yf O0O performance. High Operational convenience. Hayward SwimClear reaches new horizons in cartridge filter technology. A cluster of four reusable polyester cartridge elements provides a choice of 225, '325, 425 and now 525 ft of heavy-duty, dirt-holdin � 9 capacity and extra long filter cycles. 1 SwimClear filter tanks are created from new, stronger ' PermaGloss XL'" for the ultimate in strength, durability . and long life — even for the toughest applications and w environmental conditions. Discover crystal clear results and reliable maintenance of SwimClear by Hayward - ---" the first choice of pool professionals. . _ r "ter • c Pumps Filters Heaters •T) Heat Pumps s Cleaners I, Lighting I Controls Electronic Chlorine i Generators Total System Combination Pressure and Cleaning-Cycle-Indicator Gauge gives visual indication when cartridge filter elements need cleaning. Nw'Manual Air Relief is a high capacity, rapid release manual air relief �= valve that bleeds air with a quick quarter turn of the lever. Noncorrosive Top Closure Plate prevents elements from lifting and unfiltered water from backing to pool or spa during operation. , Quad-Cluster" Cartridge Elements provide 225, 325, 425 or 525 ft? of filter area and extra dirt-holding capacity for long filter cycles. Precision- engineered extruded core provides extra strength and superior flow. Heavy-Duty,Tamper-Proof One-Piece Clamp securely fastens tank P top and bottom together and allows quick access to all internal components without disturbing piping i in9 or connections. Self-Aligned Tank Top and Bottom make access to servicing Quad-Cluster i I' cartridge elements quick and easy. I Improved High-Strength PermaGlass XL'` Filter Tank is made from extra durable, glass reinforced co-polymer to meet the demands of the toughest I i applications and environmental conditions, including in-floor cleaning systems. Uniform Low-Profile Tank Base Design makes removal of cartridge elements fast and simple. Full-Size 11/2" Integral Drain provides fast clean-out and flushing. Noryl' Bulkhead Fittings for extra strength and heat resistance. PVC Union Coupling Connection provides plumbing options of 1 '/2" or 2" piping with 2" full flow internal piping for maximum performance. SPECIFICATIONS SWIMCLEARQUAD-CLUSTER FILTER TYPE - Quad-Cluster cartridge elements: / 225,325,425 and 525 ft?total(20.9,30.2,39.5 and 48.0 m2) FILTERTANK Injection-molded PermaGlass XL FILTER ELEMENTS Reinforced Polyester PERFORMANCE RANGE 1/2 to 3 HP(30 to 150 GPM).37 to 2.24 kW(114 to 568 LPM) C2025—23"W x 32"H 58cmx81 cm) DIMENSIONS C3025—23"W x 34"H(58 cm x 87 cm) C4025—23"W x 40"H(58 cm x 102 cm) f C5025—23"W x 46"H(58 cm x 117 cm) PVC Union Connections PERFORMANCE DATA MODEL EFFECTIVE DESIGN TURNOVER 2o ao FILTRATION AREA FLOW RATE' GALLONS KILOLITERS .NUMBER ; a@ mp @0 Im Qan man @ bl mfta i0 ' 50 C2025 225 20.9 84* 318 40,320 50,400 153 191 ar C3025 325 30.2 122* 462 -58,560 73,200 222 277 psi ® 60' HAY WARD C4025 425 39.5 150**, 568 72,000 90,000 273 341 C5025 1 525 1 48.8 1 150** 1 568 1 72,000 90,000 273 1 341 1 Pressure and Cleaning Gauge 'Based on NSF recommended role for commercial use at.375 GPM/ft.z "Determined by pump size and piping system hydraulics;2'piping is recommended for flow rotes equal to or greater than 90 GPM(341 IPM).Hayward doesn't recommend flow rates above 150 GPM. . www.haywardnet.com NS f HAYWARD®Pooi Products "rd and Noryl are registered trademarks and Quad-Cluster.PermaGlass A and Swarclear Every pool.II''11 are trademarks of Hayward Pool Products,Inc.®2006 Hayward Pool Products,Inc.(23915) 1-888-HAYWARD One source. LITSWC05 � is ro FORS �p 1 I 1 ,;-' SE ROPO`' I I � �-�=', Yr 7T h r, el STEM, PROP. M"WAY 1" PROP. DWELL. \� I ,q I a r� I / D +� r . / 4 LOT 2 ' co i \vU. i i RESERVE / I CAPACITY fNFILTRATO 40.8' �___- ---- ------ -' (�) ROW OF (6) HIGH STONE BIDES, AT j •' F NE AT THE 2' b 14 BENEATH WITH 3.5' O /ENDS, AND SEP-08-2008 14:52 From:MARK SYLVIA INS 5W4209227 To:15084320110 P.2/2 ....__......,......._._...._.... .. .. .. °Ao�amCR� I . L ae�2ooe Serial 5 1 D2670 THIS CERTIFICAYS 16 ISSUED AS A'MATTER OF IN ORMA ION MARK&YLVIA INSURANCE AG NCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 771'(FAIN STREET ALTER THE COVERAGE AEFOROJO BY THE POLICIES BELOW, OSTERVILLE,MA 02555 TEL: 5084284440 FAX: 500 42M27 INsum!Rs AFFORDING COVERAflB NAICA msuRER A: COLONY INSURANCE COMPANY SHORELINE POOLS,INC wamm a FARM FAMILY CASUALTY INSURANCE CO 5 HALWMK LANE WSURP C' HARWICH,MA 02645 wismER D: INSURER I: COVE AGES' Tlip POLICIC9 OF INSURANCE LWED 6ELOW MA ED BEEN HUED TO THE INSURED NAM AWIM MR THE POLICY PERIOD INDICATED.NOTWIMMST'ANDINO MAY PERTAIN. iNBsu �NC C CONDITION T•MIEOMICl8 DEBCR�p MERE SUB DOCUMENT ACT TO ALL T'HE TERMS. OXC lIGIONS AND CONDITIONS OF SU TO WHICH TMIG Cg"FICATe MAY IX 'a CH ,OLICIEO;•AMREOATE U""SHOWN MAY MV9 OIGN REOUCEO BY PAID CWM9- L TVPA a tMURANCC NUMbm1 EACH OCRRCNCB .L i 1 000 000 aONORA�WINLITY GJ X COMMERCIALOENERALUAO%m GL359 358 I 02/089008 02/004000 . 100.000 'CWMSMADE ❑x OCCUR M{�ExP An an. .I.on A 5 000 ..... PF3t60NAL•A AOV 9AANIY 1.000,00 . ........... Gc�IKRAL AGORCOATB A 2,000,000 aQNL AGGRHOATB LIMIT AVPLIIIB PW PRO -COMP/6P AM A 2,000,000 ... POLIO :: pm MLoo. ALITOM001LX1 LIAOIUTY ' COMONeD BINDLE LIMIT i AWAUTO IFa�ooidwn! ALL OMIID AUTO8 BOOILY INJURY i GCF�Q MGDAUTO_S (PuP�nGnl EO/►ilTCB OOORYINJURY i NON,OW NICD AUT00 ..... . ........ AMAOE GANA04 UAAILITY AUTO ONLY•RA ACCDQNT i ANY AUTO �R THAN F/►ACC i AUTOONI.Y AGO I LIABILITY EAC►i OCCURRbNCB i OCCUR E]CLAIMBMAOE AWAE0ATE i DBDUCTIbLfi IN " RITTIINTION A WOIIKbR'SCOMPCNOAT{ONAND 2001W6435' 02/10/2008 021102009 X g QMPLdI MW.WD141TY' : Fi EACH ACCIORNT 1 0 - 000 "' ANY'PROPRk'I�OR/PARTNQR/BXECUIiVa A eatf?MWM BACLUDCDI t ael*Abe-GA[�M E 1.0006000 N'�w�daiCrib�unilir" taerAbf• l 1,000, 000 6P6GlAl•PROVI90NR below ..... �THL'A .. . ORaGRIPTION OF ORSI ATIONBAACATIOMiVWWLEb►L XCWWOM AgOCD GV SNOORSCMENTIOPCCIAL PROVIO" ONFRACTORS:-6WIMMING POOLS CERTIFICATE AOLOER CANCELLATION : : . .. 8MOL0.0 ANY OP TNQ ADOVC OESCRAiEO POLICISB OEI CANCElL80 GffORE THQ F710IRATION OATO THQRCOP.THO ISGUIIIO INOLIMeR WILL SNOEAVOR TO MAIL DAYS WAITTe.N TOWN OF BARNSTABL£ NOTICE TO THE CWMRCAT Q HOMR NAMED TO TILL!LEPr,BUT FAILUR@ TO DO 80 SMALL BuiLpING DEPT IMPoOE NO OBLIGATION OR IIAwLm OP ANY KINDUPON 1M8 INSURER,rt0 A00N16 OR TOO MAIN STREET R MANNIS, MA 02001 AUTMORIZD ItWNe aNTATlvB FAX. $08432•o110 DESS "ACORD 20(Z001f081 0 ACORO CORPORATION 1908 C 10/01/2008 15:17 5084209227 MARK W SYLVIA PAGE 01 DATE 0&NDD/Y`,0 ACORO. CERTIFICATE OF LIABILITY INSURANCE 10/012008 PRODUCER Serial 8 102771 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MARK SYLVIA INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 771 MAIN STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. OSTER;VILLE,MA 02655 TEL: 508-428-0440 FAX: 608-420-9227 OINSURERS AFFORDING COVERAGE NAICIr INSURED A: COLONY INSURANCE COMPANY SHORELINE POOLS,INC FARM FAMILY CASUALTY INSURANCE CO 5 HALLMARK LANE C: HARWICH.MA 02645 0: E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rA T7P6Of INSURANCE POLICY NUMBER OA Pl GO&VALLJABILBTYEACH OCCURRENCE f 1,0m 000 X COMMERCIAL GENERAL UABLLITY GL3594359 021M008 02/082009 D O Ro ,�I f 100,000 CLAIMS MADE Q OCCUR MEW 4we f 9,000 PERSONAL a ADY INAW $ 1,000,000 GENERAL f 2,000 000 EGENL AGGREGATE UMIT APPLIES PER: PRODUCTS-COMPIOP AGO f 2,000 000 POLICY PRO LAC AVTOMOBLLE LABILITY COMBINED SINGLE LIMIT = Me aUddans) ANY AUTO ALL OWNED AUTOS BODILY lNmRY S i SCHEDULED AUTOS (PM pgmw) HIRED AUTOS BODILY INJURY f 14ON-OWNED AUTOS (Per nccldeM) I PPERT rpl DAMAGE f GARAGE LIABILITY (AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN EA ACC f AUTO ONLY: AGG f EXCESSIUMBRELLALIABILRY EACH OCCURRENCE S OCCUR ID CLAIMS MADE AGGREGATE f f DEDUCTIBLE f RETENTION f s WORNER'SCOMPENSATIONAND 2001W6435 02/102008 02/102009 1 T TATu• X ION B EvLOYEw uAmU Y EL EACH ACCIDENT _ S 1.000.000 ERIEXECUTIVE OFFCERIMEPROPRIMB�6XCLUDEDD? EL DISEASE-EA EMPLOYEE f 1 000,001) IfresIAL PROVISIONS Onlax donne under El DISEASE-POLICY LIMIT S 1,000 000 SPEC OTHER DT6SCRIPTTDN OP"PER ITfONBA.00ATiONSNENCLE.4lE1R:LU9N3N8 ADDED BY ENOORSEMENT'"ECIAL PROVISIONS CONTRACTORS-SWIMMING POOLS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE E)PIRATION TOWN OF BARNSTABLE DATE THEREOF.THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN BUILDING DEPT NOTICE TO THE CERYIFICATE HOLDER NAMED TO THE LEFT.BUT FAILURC TO 00 SO SHALL 200 MAIN STREET IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND U II ITS AGENTS OR HYANNIS, MA 02601 REPRESENTATIVES. IL — FAX: 508432-0110 LISA AUTHDt112D REPRESENTATIVE ACORD 25(2001108) 4)ACOV COR TION 1988 r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 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): C `2 Address: l LM.A21—� City/State/Zip: 'E, �•��", SIC� r1A 0Z6tf_5--Phone.#: So 25 yS2- 3 yqS AVYo.a.n employer? Check the appropriate box: Type of project(required):. a with employer 4 I am a general contractor and I �_ . ❑ 6. El New construction . employees(full and/or.part-time).*. have hired the sub-contractors 2.El I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp.insurance.$ 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions right of exemption per MGL myself. [No workers comp. 12.❑Roof repairs / insurance required.]t c. 152, §1(4),and we have no 13.[ Other ✓�� employees. [No workers comp.insurance required.] eo *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. 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. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: i Job Site Address: S �`�_' City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). o Zit� 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 aganAt the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIAbY insurance coverage verification. I do hereby certify. r and Wallies of perjury that the information provided above is tru and correct. Si afore: /sue Date: ZS Phone# � � q� 2 ' qt_1 Official use only. Do not write in this area,tb 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#: i Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee-of an individual,.partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to.be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public wont until acceptable evidence-of compliance with the insurance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-con&actor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance.,Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:. The Commonwealth of Massacbusetts . Department of Industrial Accidents Office of Investigations 600 Washington' Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-977-MASSAFE Fax## 617-727-7749 Revised 11-22-06 www.mass.gov/dia INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS NOTICE DE MONTAGE MAGNIHATCN® FRANCAISr For swimming and other child safe gates,most safe standards specify the ® For swimming and other child safety gates,most safety standards specify the ® • Le s steme Magna Latch tut titre utilise sur les ortillons'des barrieres de protection safety g safety P �' MAGMA LATCH MAGNA•LATCN y g P P following minimum height requirements above the finished ground/fixing surface: following minimum height requirements above the finished ground/fixing surface: de piscines privatives destinies 6 un usage familial ou collectif. 1)latch release knob'F'at minimum 54"-59"(1370-1500mm), 2)fence height of between 4'&6'(1200& 1)latch release knob'F'at minimum 1500mm(4'11"); 2)fence height of between 1200mm&1500mm(4'&51 • Les barrieres de protection de piscine sons destinees a limiter I'acces de la piscine a des enfants de mains de cinq ans. 1820mm)Always confirm these and other requirements with the appropriate pool or safety authorities in your area and install Always confirm these and other requirements with the appropriate pool or safety authorities in your area and install this latch . II est recommande d'installer la barriere der tre minimum du Ian d'eau.Pour les piscines privatives 6 protection 6 un me P this latch in accordance with the local fence barrier codes and regulations.Also,pool gate must open outward,away from the in accordance with the local fence barrier codes and regulations.Also pool gate must open outward,away from the pool,so indivi I it u bassin afin de ne as erdre Vefficdcite de to pool,so this latch must be fitted to the outside of a pool gate.Tools:Electric and cordless drills,drill bits;Phillips No.2 screwdriver this latch must be fitted to the outside of a pool gate.Tools:Electric or cordless drill,drill bits,Phillips No.2 screwdriver(hand& usage due, est recomrnande de ne pas installer la barriere trap lam d p p (hand&powered types).Note:If mounting to steel or vinyl with aluminum or steel inserts,it is advfsabld-tio pre-drill the holes to powered types).Note:For heavy gauge steel sections it is advisable to pre-drill the holes to prevent screw breakage. barriere. prevent screw breakage. Installation Procedure En matiere de barrieres de piscine et autres barrieres de protection pour les enfants de mains de 5 ans,les normes de securite specifient entre autres: Installation Procedure I une barriere d'une hauteur d'au mains 1100 mm(Ia hauteur minimale entre deux points d'appui doit 1.The gap between gate frame and latch post'must be between'/e°(l Omm)and I1/te"(37m4 1/4"(19mm)is ideal. ,The gap between gate frame and latch post must be between IOmm(3/e")and 37mm(I1/16");19mm(3/4")is ideal. toujours titre superieure ou egole n 1100 mm) 2.Determine the location of the hole for Mounting Bracket'A by measuring up from the finished'ground/fixing 2.Determine the location of the hole for Mounting Bracket'A'by measuring up 1050mm(3'S'/e")from 2)un systeme de deverrouilloge,en('occurrence le bouton de deverrouillage,place a surface... une hauteur superieure a 1500 in a partir du sol a I'exterieur de la zone F the finished ground/fixing surface. r •for 54"knob height measure up 363/8"(925mm); •for 59"knob height measure up Place Mounting Bracket'A'on the post as shown and usingone of the 25mm(1")wafer-head F protegee. 41'/e"(1050mm). � Par ailleurs,lorsque le moyen d'aices choisi est Place Mounting Bracket'A'on the post as shown,and,using one of the 1"(25mm)wafer-head, self-drilling screws,fix the bracket to the post—through the side fixing hole.Now install two pivotont,I'ouverture doit se faire vets ' more of these screws through the front of the bracket. 1'exterieur de to piscine.De fait,Id self-drilling.screws,fix the bracket to the post—through the side fixing hole.Now install two - � P more of these screws through the front of the bracket. 3.To install Mounting Bracket T measure up from Bracket'A'340mm(1'13/8").Mark this serrure Magna-Latch doit titre fixe'e sur 3.To install Mounting Bracket'B'measure up from Bracket'A'133/a"(340mm).Mark this point point. le cote exterieur de la barriere. and fix as'2'above. LATCH NOTE.For 1200mm(4')fences without an extra-high post,this measurement should be II est imperatif de demander confir- SBITtlM NOTE.For 4 feet(1200mm)fences without an extra-high post,this measurement BODY I IOmm(4/a). motion de ces exigences et d'autres should be S"(125mm)for 54"(1370mm)knob height and 10"(250mm)for 59" Place the Bracket'B'so that the holes are centered on the marked line.Fix bracket LATCH normes eventuelles aupres des profes- (1 oul dbe knob height using the some screws as per Bracket'X.(NOTE.•In some applications it may be BODY sionnels de la piscine et des outorBes :.. Place the Bracket'B'so that the holes are centered on the marked line.Fix ,, necessary to add a spacer to clear a post cap.Spacers S1,S2&S3 are for this en charge de Nquipement ou de to k:; purpose 9 9 rig ion using the same screws as per Bracket'A.(NOTE. ur ose and should be inserted behind the mounting brackets Burin securite de voice re ton et d'installer installation.) cette serrure en parfaite conformite In some applications it may be necessary to add a _ ovec les normes et les reglementations spacer to clear a post cap.Spacers _. r 4.Take the main LATCH BODY C and slide it down onto'the P P P P HIGH POST Len vigueur. Sl,S2&S3 are for this purpose and Mounting Bracket'B',ensuring the rear track of the latch used in some 81 should be inserted behind the mountingslides over brackets then'A'. markets B S1 fil,m:perceuse evil Phillips No."2 •+%r , brackets during installation.) _ — _ — —� (manuej&eledri ue.N 5.Slide the Latch Body until the bottom of the , _ . q ) ate:pour Les 4.Take the main LATCH BODY T and — latch aligns neatly with the lower end of _ — — ' montants en acier de forte epoisselur,it _ slide it down onto the Mounting Bracket Bracket'A'(see dashed line'L').Take est conseille d'effeduer un pre-percage T,ensuring the rear track of the latch the single 1 Omm(3/r")countersunk des trous,afin d'eviter de briser les vis. ' slides over brackets'B',then'X. screw'H'and secure the Latch Body a 82 ia S.Slide the Latch Body until the bat--DO NOT use a power or cordless drill H _^ — tom of the latch aligns neatly with the ' ~ —to Bracket'K. ' Pia 0 lower end of Bracket'A'3 see dashed E MOU ANC L 6.The final part to be installed is the W S do mon�g0 L line L 1.Take the single /e (1 Omm) (P11 S3 STRIKER BODY D.Note that the Striker j (�) S3 countersunk screw'H'and secure the �I Body slides on a dovetail track within the A [[S2kGAP Procedure Latch Body—DO NOT use a power or (�) � �`.�t Mounting Plate(PI,P2)and is operated E '� �. ( )cordless drill—to Bracket'A'. ! Aaf�'" by an internal adjustment screw;NEVER � — a� dInstallation 6.The final part to be installed is the STRII�BOaY use a powered drill to adjust this screw. , , , _ — — ° -.L1. Mort entre le cadre duG3Che STRIKER BODY'D'.Note that the Striker See Diagram E.Locate the Striker Body _ — - ortillon et le montant sur le uel (Gate Stop) assembl onto the ost as shown.Post p q (Dleaege do h pone) Body slides on a dovetail track within y P mouwTufo sera lacee to serrure doit titre the Mounting Plate(PI,P2).NEVER use tion the Striker Body to obtain a 3mm PLATEp 1 a powered drill to adjust this screw. (1/e")gap between the lower part of the J(pl) compris entre 10 min et 37 min,la Se Dia ram'E'.Locate the Striker W latch and the top of the Striker Body,as � e�cdistance ideale etont de 19 mm. `� �g Cg NorBody assembly onto the post as shown. 1/b' shown.Maintain this gap and fix two E 0111 3mm Position the Striker Body to obtain a 25mm 0")screws through the two main E 2.Marquer 1'emplacement du trou �1/e"(3mm)gap between the lower part E holes of the Striker Body.The two,small o STRIKER BODY necessaire au montage de to patte g of the latch and the top of the Striker ) (cylindrical)dress plugs supplied should (Gate Stop) fixation 11 I = E now he pressed into the screw holes. de f anon A a 00 min du.sol fins Body,as shown.Maintain this gap and � P � fix two 1"(25mm)screws through the two main holes of the Striker Body.The two,small(cylindrical)dress plugs supplied 7.a Open the ate and secure two Up from finished ou de to surface de fixation. 9 Y ,. P 9 PP 1 P 9 should now be pressed into the screw holes. more screws through the side leg of the ground/fixing surface Visser to pone de fixation A sur 7.a)Open the gate and secure two more screws through the side leg of the Mounting Plate.Note:If the width of the gate Mounting Plate.Note:If the width of the gate frame is 38mm(1112")or greater,follow step b)... le tote du montant de to barriere frame is P12"(38mm)or greater,follow step b)... _ _ . . b)With the gate open,adjust the Striker Body using the screwdriver in the adjustment screw.Turn counter-clockwise until the comme indique sur le s(hema,a('aide de('une des vis autoperforantes a tete wafer 25 mm.Finir de fixer b)With the gate open,adjust the Striker Body using the screwdriver in the adjustment screw.Turn counter-clockwise until two holes are exposed,as in Diagram(P2).Fix the two remaining screws to secure the Mounting Plate. to pone de fixation a('aide de deux autres vis semblables sur to face avant du montant. the two holes are exposed,as in Diagram(P21.Fix the two remaining screws to secure the Mounting Plate. 8.Use the screwdriver to adjust the Striker Body to align with the Latch Body,as shown in Diagram T.Open and close the gate 8.Use the screwdriver to adjust the Striker Body to align with the.Latch Body;;as shown in Diagram T.Open and close the to check the latch operates correctly.Adjust as necessory'at any time after installation to ensure safe operation of the latch. 3.Pour installer la patte de fixation B,tracer une ligne 6110 mm au-dessus de to pone de fixation A gate to check the latch operates correctly.Adjust as necessary at any time after installation to ensure safe operation of the NOTE:Future vertical adjustment of the latch can be achieved by removing the screw H,sliding the Latch Body up or down the (prendre pour repere la vis Ontrale de to pone de fixation A). latch.NOTE:Future vertical adjustment of the latch can be achieved by removing the screw'H;sliding the latch Body up or post to obtain correct operational alignment,then inserting the screw into the appropriate hole. Posjtionner la patte de fixation B de maniere a ce que Les down the post to obtain correct operational alignment,then inserting the screw into the appropriate hole. ' Swimming pool fences,gates and latches cannot substitute for adult supervision.If using this latch on a swimming pool gate,consult all appropriate local Swimming pool fences,gates and latches cannot substitute for adult supervision.If using this latch on a swimming pool gate,consult all appropriate local authorities trous soient centres sur la ligne tracee,puis la fixer 6 1'aide du mime type de vis que pour to patte de authorities tar safety requirements. 4 for safety requirements. i The latch will operate property only if installed and maintained in accordance with these instructions. The latch will operate properly only if installed and maintained in accordance with these instructions. MAINTENANCE: REMOVE KEY FROM LOCK AFTER USE.Do not lubricate the latch with petroleum-based lubricants at any time;use only powdered graphite. MAINTENANCE: REMOVE KEY FROM LOCK AFTER USE.Do not lubricate the latch with petroleum-based lubricants at any time;use only powdered graphite. Ensure all screws at bolts are tightened firmly and that the release knob[F]and latching bolt are kept free of sand,ice and other debris which could impair latch Ensure all screws or bo is are tightened firmly and that the release knob[F]and latching bolt are kept free of sand,ice and other debris which could impair latch performance.Grind or remove any protruding fasteners after installation. performance.Grind or remove any protruding fasteners after installation. D&D Tech I1 O �j WARRANTY&LIMITATION OF LIABILITY:D&D Technologies'("D&D")products are warranted to be free of defects in materials and workmanship to WARRANTY&LIMITATION OF LIABILITY: D&D Technologies'("D&D")Products are warranted to be free of defects in materials and workmanship to I O I e S the original purchaser for as long as he/she owns the product.If a structural defect appears,the original purchaser may return the item,freight prepaid, the original purchaser far as long as he/she owns the product.If a structural defect appears,the original purchaser may return the item,freight prepaid, b together with proof of purchase to D&D or its approved international agents.0&D or its agent will,at their discretion,repair or replace the defective item together with proof of purchase to D&D or its approved international agents.D&D or its agent will,at their discretion,repair or replace the defective item or Hi-Performance Hardware or part without charge to the purchaser.THIS WARRANTY SHALL NOT APPLY WHEN the product has been tampered with,when repairs or attempted repairs part without charge to the purchaser. THIS WARRANTY SHALL NOT APPLY WHENthe product has been tampered with,when repairs or aaempted repairs have have been made by unauthorized persons,where the item has been subjected to misuse,abuse,accident or damage in transit,or where the installer has been made by unauthorized persons,where the item has been subjected to misuse,abuse,accident or damage in transit,or where the installer has not followed USA:1131 Woodwind Drive,Huntington Beach,(A 92641 not followed the instrudions set out during installation,operations,or Maintenance requirements. the instructions set out during installation,operations,or Maintenance requirements. 07 Web:www.ddtechglobal.com E-mail:info@ddtechuso.com IN NO EVENT SHALL THE COMPANY BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES.No warranty is given other than that set out above. IN NO EVENT SHALL THE COMPANY BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES.No warrantyis given other than that set out above.No •INSTR_MLTP_international_29/3/ � 9 AUSTRALIA:U6,4.6 Aquatic Drive,frenchs Forest NSW 2066 No other express or implied warranties(including statutory warranties)apply,other than warranties which may not be legally excluded. other express or implied warranties(including statutory warranties)apply,otherthon warranties which may not be legally excluded. MLINSTROO17PA Web:www.ddte(hglobal.com E-mail:soles@ddtech.com.ou I • I NOTICE DE MONTAGE NAGNA•LATC 1- INSTRUCCIONES DE MONWE MAGNA•LATCH® I INSTRUCCIONES DE MONTAJE MAGNA•LATCH', - • ...suite de la page 1 (North American) i (North American) fixation A.`(NOTE:dons les cas o6 les montants Importante I ...(onfinuacion de la primers p6gina de la barriere sont surmontes d'un capuchon, CONSEIL DE SECURITE La mayoria de Ins normas de seguridad especifican Ins siguientes requisitos de altura minimos sabre el suelo 4.Tome el CUERPO o parte principal DEL PESTILLO'('y deslicelo sabre el Soporte de Montaje'B',asegurando que it peut s'overer necessaire lors du montage A lire attentivement et a conserver pour une consultation ul- terminado/superfi(ie de fija(ian,para Ins portones de piscina y otros portones de seguridad para ninos: I In guio trasern del pestillo se desljce sabre el soporte'B',y luego sabre el soporte'A'. d'inserer derriere les pattes de fixation les pieces terieure 1)tirador del pestillo de opertura'F'a un minima de 54"-59"0370-1500mm); d'ecartement Sl,S2 et S3.) - la piscine peut constituer un danger grove pour vos enfants. 2)alto de In cerca de entre 4'y 6'(1200 y 1820mm) I lisser la serrure C le I de Une noyade est tres vile arrives.Des enfants pres dune piscine Siempre confirms estos y otros requisitos can Ins autoridades correspandientes 5.Deslice el Cuerpo del Pestillo haste que la parte inferior del pestillo coincida exactamente con In parte inferior 4.Fairs on I del Soporte'A'(vet linen quebrada'L').Tome el unico tornillo de cabeza embutida de 3/e"(1 Omm) 'H'y asegure el g g de la P atte reclament votre constants vigilance et votre surveillance active, encargadas de Ins piscinas o de seguridad en su zona,a instale este pestillo , , fixation B,jusqu a ce que son extremite vienne meme s'ils savent na er. F I Cuerpo del Pestillo al Soporte A -NO use taladro eledrico ni a pilas g con arreglo a los codigos y reglamentos locales porn cercas/barrerns. parfaitement s'aligner sur In partie inferieure de - Une barriere ne se substitue pas au bon sens ni a la respon- Adem6s el port6n de In piscina deber6 abrirse hacia ofuera I , , In patte de fixation A(voir ligne pointillee L),en sabilite individuelle.Elle n'o pas pour but non plus de se substituer I 6.La parte final a instalar es el CUERPO DEL CERROJO D. veillant a ce que les rails situes a Varriere de In u la vigilance des adultes responsables qui reste le facteur essentiel colo(oalejbnrse a de la piscina, ri manes que el pestillo deber6 I Note que el cuerpo del Cerrojo calza en una guio de empalme con cola de milano en In Place de Montaje Pl,P2)y serrure lissent orfaitement le Ion des attes de pour la protection des'eunes enfants. Herro rse t la parte exterior de un porton de piscina. g p g p P I 1 que se opera con tornillo de njuste interno;NUNCA use un taladro eledrico porn ajustar ese tornillo. 1 fixation B puis A. - Attention!In securite nest assuree qu'avec le moyen d'acces Herrnmientas necesnrias:Taladros electricos o a piles, I Ver Diagrama'E'.(oloque el ensamblaje del Cuerpo del Cerrojo sabre el poste,segun se muestra.Ubique el Cuerpo fermi,verrouille. mechas para taladro,destornillador Phillips N°2 1 del Cerrojo de manera de obtener un espacio de'/s"(3mm)entre In parte inferior del pestillo y In parte superior 5.Fixer In serrure a Vaide de In vis a tote froisee - Le moyen d'acces doit titre systematiquement fermi en cas (paro destornilladores manuales y eledricos). Cermdum I del Cuerpo del Cerrojo segun se muestra.Mantenga dicho espacio y fije dos tornillos de 1"(25mm)a troves de Ins 10 mm H sur la patte de fixation A.ATTENTION: d'absence,mime momentanee du domicile. Nota:De montorse sabre acero o vinilico 1 dos a u'eros rind ales del Cuero del Cerrojo.Las dos to itas(cilindricas)que se ro orcionan deberan a licarse a HE PAS UTILISER de visseuse eledrique ou sans fil. - Prendre toutes les mesures afin d'empecher 1'acces du bassin con alma de aluminio o acero se acon- 9 I P P P I P q P P P ,. presi6n a ors en Ins agujeros a los tornillos. aux leunes enfants et ce,jusqu a In reparation de In barriere ou seja hater una perforation 6.Le dernier a ement a installer est la ac e 9 du moyen d'acces)ors d'un canstat de dysfondionnement ou)ors previa para evitar In rltura del 1 7.a)Abra el port6n y asegure dos tornillos m6s a traves de In pate lateral de In Ploca de Montaje.Nota: Si el D.Noter que In gache glisse sur In plaque de du demontage de to barriere empe(hant In securisation du Bassin. tornillo. 1 montage a Vaide d'un guide en queue d'aronde Lo presence d'un parent et/ou d'un adulte responsable est _v, r;xh<r n;..,. r I ancho del marco del porton es de 1 /s (38mm)o mayor,hags to que se indica en b)... ° (Pl,P2)et est adionnee par une vis de reglage indispensable lorsque le Bassin est ouvert. F� s1 I b)Con el porton abierto,ajuste el Cuerpo del Certain,utilizando el destornillador,con el tornillo de ajuste.Hagalo •• interne;HE JAMAIS utiliser de visseuse eledrique - Verifier('absence d'objet a proximite de In barriere pouvant , -� ® I girar en sentido contrario a Ins agujas del reloj hosta que aparezcan los dos agujeros,segun el Diagroma(P2). pour regler cette vis. inciter ou faciliter('escalade de In barriere. _ — I Fije Ins dos tornillos que le quedon,para asegurar In Plata de Montaje. Placer In gache sur le montant comme indique sur - La fermeture du moyen d'acces pour les systemes u ferme- — I le schema E,de maniere a obtenir un intervalle de lure automatique doit elre systematiquement verifiee. Procedimientode 1 8.Use el destornillador para ajustar el Cuerpo del Cerrojo haste que coincida con el Cuerpo del Pestillo,segun Apprenez les gestes qui souvent I aparece en el Diagrama'E'.Abra y derre el port6n porn verificar que el pestillo funcione corredamente. 3 mm entre I'exiremite bassi de la serrure et le _ Memoriser et afficher pres de In piscine les numeras des � '� H I D r hout de la gache.Maintenir(et intervalle et fixer a se necesarlo,ajuste en cuolquler momento despues de la lnstalaci6n,porn asegurar el funcionamlento premiers secours: 1.El espacio entre el ma,co I seguro del pestillo. la gache a('aide de deux vis de 25 mm sur In face •Pompiers(18 pour In France) del orton el poste del ' ~ �� avant du portillon.Inserer les deux petits lindres P y P L I I NOTA:,El ulterior ajuste vertical del pestillo puede lograrse quitando el tornillo'H',deslizando el Cuerpo del P P ry SAMU 05 pour la France) pestillo deber6 set de de moniloje P -- E (pt) I Pestillo hacia arriba o hacia abajo par el poste haste obtener In correctn coincidencia de funcionamiento,y luego d �e protection fournis dons les truus des vis. •Centre antipoison entre 3/e"(1 Omm)y 17/16" I 7.a)Ouvrir le portillon et finir de fixer to plaque (37mm);3/4"0 9mm)es to (K) insertnndo el tornillo en el agujero correspondiente. de montage sur le cote du portillon a Vaide de ideal. I deux autres vis.Note:si In largeur du cadre du portillon est de 38 mm ou plus,voir etape b. ► l b)Lorsque le portillon est ouvert,ajuster In gache a('aide de la vis de reglage.Tourner dons le Sens inverse des 2.Determine In ubica(i6n del Cerra bf 0 I Obia u er0 are el So orte de ) I Las(eras,portones y pestillos de Ins piscinas no sirven Como substituto de la supervision par parte de adultos.Si se use este pestillo aiguilles dune montre jusqu'a ce que les deux trans apparaissent(diagramme P2).Finir de fixer In plaque de 9 I P P �� I montage a Vaide des deux vis restontes. e Monts 'A',midiendo desde el 1 en un porton de piscina,consulle a todas Ins outoridades locales correspondientes con respecto a Ins requisitos de seguridad.EI pestillo suelo terminado/superficie de ;s CAPfundonara debidamente solo si se instale mantiene de acuerdo a estas instrucciones. � �� 8.Ajuster 6 Vaide du tournevis la g6che de maniere a ce qu'elle s'aligne sur In serrure,comme indique dons le fijacian... I MANTENIMIENTO: QUITE LA LLAVE DE LA CERRADURA DESPUES DE USARLA.No lubrique elpestillo con lubricantes aceitosos en ningun schema E.Ouvrir et firmer le portillon afin de verifier le bon fondionnement de In serrure.II est toujours possible •para una altura de �} I moment— o va ito en po vo.Ase�6rese e a er ajuste o to os os tornillos o tuercas firmemente y que el tirador de apertura de tea aster la serrure a res son installation afin de arantir un fondionnement o timol. [F]y el pestillo esten lib es de arena,hie o u otros frogmentas que puedon impedir su eficaz fundonamiento.Esmerile o retire todo I P 9 P tirador de 54",mido 363/e" E I elemento�e que sobresalggp despues de In instalacion. NOTE:Pour le reglage vertical de In serrure,retirer In vis H et faire glisser In serrure vets le haut ou vers le has (925mm)desde el suelo; 1 GARANTIA Y LIMITACION DE lA RESPONSABILIDAD:Los produdos de D&D Technologies(D&D)llevan una garantia al compro- jusqu'a obtenir un alignement correct.Replacer ensuite la vis dons le trou le plus adapts. •para una altura de dot origins, e que est6n i res e e egos a materia es y mono de obra,mientras el pprodudo pertenezca a dicho persona.Si aparece P I un defedo estrudural,el(omprodor original podr6 devolver el articulo,previo pago de flete,junto con evidencia de comps,a D&D o sus tirador de 59" mida 413/8" I agentes internocionales oprobados.D&D a su agente,a su discretion,reparardn a reemplazaran el articulo defeduoso o parte defectuoso la protection apportee par les barrieres de piscine,partitions et autres serrures ne remplace en aucun cas'la I en forma graluita. (1050mm)desde el suelo). ESTA GARANTIA NO TENDRA APII(ABIIIDAD CUANDO se ha a modificado el r d d izadas to ha an re ar surveillance exercee Par un adulte.Si vans desirez installer cette serrure sur le portillon d'une barriere de piscine, y p o u o,cuando personas no autor y p ado renseignez-vous sur es exigences de securite oupres des autorites locales concernees.Le bon fonctionnement de In Coloque el Soporte de Montaje'A'sabre el poste segun se muestra,y,utilizando uno de los tornillos I a intentado repararlo,cuando of articulo hoya sido objeto a use incorredo,abuso,o haya sufrido acdclentes a daoos en tr6nsito,a serrure depend uniquement d'une installation et d'une maintenance conformes aux presentes instructions. autoperforadores de cabeza tipo pastilla de 1"(25mm),fije In place al poste a traves del agujero de fijacian I cuando In persona que to hayya instalado no haya seguido,durante In instalacion a funcionamiento,Ins instrucciones o Ins Requisitos de Mantenirgiento que se establecen. lateral.Ahora asegure dos mas de esos tornillos a traves del frente del soporte. . I EN NINGUN(ASO LA EMPRESA SE HARA RESPONSABLE DE DANOS INCIDENTALES 0 EMERGENTES. No se otorgo otra garantia que la que MAINTENANCE:RETIRER LA CLEAPRES UTILISATION.N'utiliser en oucune fawn sur le verrou de lubrifiants petroliers.Employer uniquement des produits I se establece m6s arriba. No se aplico ninguna alto garantio,express a implidta(incluidas las garantias estatutarias),a menos que lean a base de graphite.Veiller a ce que('ensemble des vis ou ecrous soient correctement serves et 6 ce que rien(sable,debris,glace...I ne vienne goner le 3.Para instalar el Soporte de Montaje'B'mida,desde el Soporte'A',133/e"(340mm).Marque ese panto y 1 9arantias que no puedan excluirse par ley. fondionnement du bouton de deverrouillage F ou du pine,alterant ainsi In performance de In protection offerte par to serrure. , , I GARANTIE&LIMITATION DE RESPONSABILITE:Uacheteur original d'un produit D&D Technologies(D&D)beneficie durant toute In periode de deten- fijelo tal Como en 2,de m6s arriba. I n Lion du produit d'une garantie contre les defauts des materioux et les defauts de fabrication.Le produit ne pout fondionner correctement et In garantie ne NOTA: Para(eras de 4 pies(1200mm)sin un poste extra alto,esa medida deber6 ser de 5"(1 25mm)para pout titre valide que si le materiel est installs conformement aux instructions of specifications fournies.En cas de defout,I'acheteur original pout retourner d tira ltura de or de 54"(1370mm) de 1 D"(250mm) era una altura de tirador de 59"(1 500mm). Particle,fronco de port,accompagne de to preuve d'achat,6 D&D ou 6 I'un de ses distributeurs internationaux agrees.D&D ou son distributeur pourra,6 una a y P 1 D&D Tee h n o I o l e S so convenonce,reparer ou remplacer Particle defedueux ou I'un de ses elements sans tout supplementaire pour I'acheteur. Coloque el Soporte'B'de manera que Ins agujeros esten centrados sabre In linen marcada.Fije el soporte g (ME GARANTIE NE S'APPLIQUE PAS lorsque le produit o etc force,lorsque des reparations ou des tentatives de reparations ont etc effeduees par des I Hi-Performance Hardware personnes non habilitees,lorsquel'article a etc soumis 6 une mouvaise utilisation ou 6 un abus,a etc accidents ou endommage pendant un transport,ou usando los mjsmos tornillos que use para el Soporte A.(NOTA: En algunas nplicnciones,quizbs sea necesario lorsque I'insiallateur n'a pas suivi les instructions lors de('installation ou de In mice en service. agregar un espociador Para evitar tocar In tape del poste.Los espaciadote5 S1,S2 y S3 tienen ese objeto y l USA:7731 Woodwind Drive,Huntington Beach,(A 92647 EN AUCUN CAS UENTREPRISE NE PEUT ETRE TENUE POUR RESPONSABLE EN(AS DE DOMMAGES ACCESSOIRES OU INDIRECIS.Aucune autre garantie nest I Web:www.ddtechglobal.com E-mail:info@ddtechuso.com offerte que Celle ex oseeci-dessus.Aucune garantie ex licite ou im licite( aranties siatutaires comprises)nest applicable autre que des aranties de droit deberan insertarse detr6s de los soportes de montnje durante la instnlaci6n. q P g p p g P pp q g l •INSTR_MLTP_international_29/3/07 AUSTRALIA:Ub,4-6 Aquatic Drive,Frerichs Forest NSW 2066 qui ne peuvent titre exclues. ...De vuelta l0 or ins 6 favor p g p I MLINSTR0017PA Web:www.ddtechglobal.com E-mail:sales@ddtech.com.au I I I 0/7/ 508-862-4033 FAX.50b-790-6230 ROBIERT h4CKECHINIE BUILDING INSPECTOR TOWN OF BARNSTA©LE ry REGULATORY SERVICES o - BUILDING DIVISION m a� TOWN OFFICE BUILDING OM ` 200 MAIN STREET,HYANNIS,MA 02601 CD' —1 email:robert.mckr,chnie(Miown.bamstable.ma.us t� Q' y o a' �- m 0 • r • • ie POOLGLIARD DOOR ALARM uses two delay modes which allows the er to eAt and enter the door without the alarm sounding. These two Model ®Q►PT )des are explained below: A. FIRST DELAY MODE:When the door is opened the alarm auto- U� 201 7 matically goes Into the first delay mode which givos you 7 sscohds Figure 1 after the door is opened to push the delay switch. If the delay switch is not pushed Within 7 seconds the alarm will sound with Ina door open or closed.To silence the alarm close the door then push the delay switch. B. SECOND DELAY MODE:When the door is opened and the delay t switch is pushed within 7 seconds,this puts the door alarm in the f second delay mode which allows you 14 seconds to go through i DOOR ALARM the door and dose it.When the door is dosed within 14 seconds, the alarm will automatically reset.If the door is not closed within 14 seconds,the alarm will sound. \ a o \ OaAr hen the 9-volt battery is low,the door alarm horn will chirp once every 10 conds-this means it is time to Install a new battery. Test your door alarm \ rekly by opening the door and allowing the alarm to sound.WARRANTY AND REPAIRS 'fir ..wu )OLGUARD is sold with a(Imtted warranty to cover defects in parts and )rkmanship for one_year from date of purchase. (Retain proof of pur- tase). If Poolguard exhibits a defect, please call our Customer frvice department at 1-200-242-7163. Llnauthoriied returns will not be The horn Is 85dB at 10 feet ,cepted. Proper repair Is only ensured when the unit is retum©d to the anufaclurer. TBM INDUSTRIES, INC. P.o.t3ox fjseIMPORTANT' NORTH VERNON.IN 47265 s • - • 812-346-26" n This product has been designed to aid in the defection of unwanted intro- `•� wo1g Marl® p Qla sions into unsupervised areas. POOLGUARD DAPT IS A SAFETY ALARM i3tDt767R9ES,ItmO. SYSTEM AND NOT A LIFESAVING DEVICE. It shoutd be used in conjunct MADE IN THE USA tlon with the safety equipment currently in use and should not affeel existing _.. . _ safetv onocedutes. 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FNDN. EL. = 124.6 „h h LOT 1 81,439f SQ. FT. 9 K J D 1.87f ACRES 88 4y JOB # 00-109 39SS. CERTIFIED FOUNDATION PLAN PREPARED FOR: FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT MARKfl'0 OD LOCATION LOT f ABEGALE SNOW ROAD �� S BEST BARNSTABLE, MASS. CORPORATION SCALE : 1" = 80' DATE : NOVEMBER 16, 2001 REFERENCE PB 556 PG 38 ASSESS. MAP 88 I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. off. 508-362-4541 I fox 508-362-9880 down cope engineering, inc. - .J J CIVIL ENGINEERS LAND SURVEYORS V SURVEYOR 939 main st yarmouth, ma 02675 DATE REG. ? t Z a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION PA4L� o-f-- 0,75 OuU Map O88 Parcel Permit# aE70 Health Division goal �`� �GP �I Date Issued J S� �PSrO Conservation Division 7 D� / ��5�j ��'�� Fee 6 yy i Tax Collector q � c SEPTIC SYSTEM MUST IS; � 5 Treasurer [0A INSTALLED IN COMPLIANCE 'Fee, Planning Dept. WITH TITLE 5 ENVIRONMEN%VkkC Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address LcT kT b_D Gfrxto r_J_S P*J Village ms b'L ►v Owner � Address uJI40 110 ?.c..II h J Telephone ?7�O)�y 4 &7z- Permit Request Square feet: 1st floor: existing proposed 2nd floor: existing proposed 6� Total new Valuation /75C1 F�1> Zoning District ' Flood Plain Groundwater Overlay Construction Type(,z tY�rny Lot Size F1 l Grandfathered: O Yes ❑ No If yes, attach supporting documentation. Dwelling44-9 Type: Single Family 41 Two Family O Multi-Family #units YP 9 Y Y Y( ��) Age of Existing Structure `�' Historic House: O Yes I/N0 On Old King's Highway: MYes O No Basement Type: 0 Full ❑Crawl O Walkout O Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new 0? Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: O Gas Cl Oil ❑ Electric 0 Other Central Air: ❑Yes 0/No Fireplaces: Existing - New Existing wood/coal stove: ❑Yes ®'No Detached garage:O existing M new size Pool:O existing ❑new size Barn:O existing ❑new size Attached garage:O existing O new sizeW-04 Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded O Commercial ❑Yes ®No If yes ��site pl n review Proposed Use L,124i-#Current Useill»I &�771 , BUILDER INFORMATION Name /h7 /fir Telephone Number =�7-7� Address Unj License# 0 S 1�6 7 Home Improvement Contractor# Worker's Compensation dju—31 g—31R�,7H—ojo ALL CONSTRUC ON DEBRIS RESULTING FRO HIS PROJE T WILL BE TAKEN TO SIGNATURE DATE ���� FOR OFFICIAL USE ONLY. PERMIT NO. DATE ISSUED- MAP/PARCEL NO. ADDRESS r VILLAGE OWNER ,. DATE OF INSPECTION FOUNDATION - FRAME INSULATION , ��`3 / Z �/Vl sxf ;D'6 FIREPLACE ELECTRICAL: � ROUGH_ � :` FINAL PLUMBING: ROUGH"' ` ' FINAL ' FINAL GAS: ROUGH : FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. IME ip µ The Town.of Barnstable 6ANN5TA9L6. Department of Health Safety and Environmental Services , MASS. O 9� .639. `0m 4 p�EOMP Building Division 367 Main Street; Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type,'of Inspection' Frlg ti Location S .S yldzl Permit Number 5'yl9J o Owner Builder ' One notice to remain on job site, one notice on file.in Building Department. The following items need,correcting: un J Please call: 508-862-4038 for re'inspection. Inspected by � Datez-- BOARD OF BUILDING REGULATIONS Ucense: CONSTRUCTION SUPERVISOR Number: CS 005867 Sir idate: 11/12/1953 IcieS 11/12/2001 Tr.no: $410 r -op _=t>_ ; ilCted To: 00 TIMOTHY POBX 519 PIS`:�'! CENTERVILLE. MA 02632 Administrator r TC-�,.�IU�S ESTIMATED PROJECT COST WORKSHEET LIVING SPACE Value (high end construction) square feet X$115/sq.,foot= (above averageconstruction) q square feet X$96/sq. foot 9 (average construction) square feet X$57/sq. foot= • GARAGE (UNFIMSHED) d' square feet X.$25/sq. foot= PORCH square feet X$20/sq. foot= DECK square feet X$15/sq. foot= / OTHER square feet X$??/sq. foot= Total Estimated Project ValueLJ V'J ©U 'qy q e 00) A � (c4, �s SO �5o �� C) G;P4' TWAL AREA Of FARCE'`400R^SF-94C M- LuSfnd KWT AP -Rp oxmo SI ARE'' LU#Sf Ljw Ill FROW VAIM.Ya 41. SrAlvap up.86.113 SMI%DILE ki�119-lp 5ANDWIC-H MIUNW. ui� NO auvo-r,OVERUAY C%7ucv SA"STABLE JT ,VIFUXV"HXWK MZSM E09 "cb"M IS NO W CS jw MAMP CON ON WITXW 30 Cf LOC Ro LIWIS ME ow 904S HbOMA y m lr 15 vc �c WST�, KEA<v CWTICAL W412,0141LN-v AL M1<vW CMAAL ST�IS Or CRJTX. i .wfh*Co.CTAN vUT N AN AREA Or CA TTICA L lUSrA1 "-w Ajq OCED REF.DOOR 1 MW WAA-c$50 DOOR 1 ZL'K PMX 36- w "iiIN dh4,b Jd N W.C-1 dWcb &d]f.e :n..1j Fo's ISrr &Wa-thd DRAD4ACE. gi !v w s 99 Alewx C— 0.h. k. Rdk. Lm 3 96-9~ 1 MAW M a LOT 4 14 A-A4.M7 Sr A"I A� 3 14�.Iu7lr 35.0se iZ AtSF 09.1 IIAAnACE 6 41-99c 623AOQ 11.11100 1_ CASLIDO 6--wo 1%215 CT 000 LAYT 4 v.;i�� 575. 1411LB63 LA)rr 5 ;5" 31�m 61.3Z4 SF S4 5 4&187 A SF 1.4078 At :?w3s AM M, 14M.4", SF-17. :v. 2m 4rfG105" 12t m 9 -W SF 1 1.76-59-55- ift W 3.4 MiJa 36-0~ mo.(w 2410li? .16 L-wir 172.00 u-:46 LOT 2 \\,A 56AS I SF z E X., ZIA • 1-10'W 31t-;40 74.�Q 76.040-Ir 16-W 2 31.414 t mo � fto.4 1 21 IVAM .11619 F.sw M Arlw of" lj'&S4 E Z? frjw 50.xo ;.W, bqT A-MJ SF IRMA% SIF 22j. DEFINITIVE PLA A q. OLD FIELDS ESTA TES WEST &I,%b fad IN BAKNSTABLE NA 11p i.Slows w 1P r-OLD RHOS E57A TES REALTY TWL61 LLM worwCHER APPROVED lV4FALh$0LFW ROAD "RNMAHLE PLA"),ING BOARD CENITE!"Itui-MAM QJS;2 I veyt;fv tbw dap p1m vm jvelporaj in MCYAkM By --,d af%�X�bffvby-1'f�7 dmt m wJ"-4 PPeW tw1d.M.-d zoat—; ADVA%K=FECMaCAL SCUIPW"S V)4� PC.M=99 -k----(_ � l-i bff m..p�d I,-- &4ND..'OCK —&m by,w f wtk�b".If. B.-C pxt�p CAST app-.1 a dii.pk5�,- 10 1 - — 9m W.-M .k.,L >nd f.*j Mwy. b4m Ir j L. 1 -- Ow This ia vjb.;.a 1.a—a-M ==4�- DSk *.17 Ayr to 1 7- Pk 13594 Pr?92 14 .1 "1 006 02-27-2001 @ 01 : 7.;6p QUITCLAIM DEED Property Location: Lots 1 3 and 5 Abegale Snow Road,West Barnstable, MA MARKWOOD CORPORATION, a Massachusetts corporation with its usual place of husiness at 110 Breed's Iiill Road, ilyannis, MA 02601,for nominal consideration of less than One hundred Dollars, hereby grants to CHANNEL DEVLLOPMEN"1'CORPORAATION, a Massachusetts corporation with its usual place of business at 110 Breed's Mill Road, Hyannis, MA 02601 with QUI TCL.A(M COVENANTS 'Those certain parcels of land situated in(West) Barnstable, Barnstable County, Massachusetts, further described as follows: Being Lots 1, 3 and 5 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, 1550Falmouth Road, Centerville, Mass 02632; December 23, 2001, Scale 1"= 40'; Revised: February 7, 2000 and 3/30/00; Prepared by: Advanced Technical Solutions,P.U. Box 99, fast Sandwich, MA 02537; (S08) 888-4029; said plan being duly recorded in the Barnstable County iegistry of Deeds in Book 556, Page 38, together with a right of way for the hene6t of these lots only, over Abegale Snow Road for foot and vehicular travel and utility purposes for which ways are customarily used in the'Town of Barnstable. I lowever, 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 Jeffery Johnson, Trustee of Old Fields Estates Realty Trust, 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. Said land is subject to the mortgage from Markwood Corporation to Joseph P.Ferraro dated April 28, 2000 and recorded at Barnstable Cotutty Registry of Deeds in Book 12977, Page 188. Me grantor represents and warrants to this grantee that the conveyance of this property does not constitute a sale or transfer of all or substantially all of grantor's assets and is in the ordinary course of its business. i I For grantor's title reference, see deed of Jeffery Johnson,Trustee of Old Fields L;states Realty Trust, dated April 28, 2000 and recorded at Barnstable County Registry of Deeds in Book 12977, Page 186. IN Wf1NI7-SS WHER;OF, the said MARKWOOD CORPORATION has caused its corporate seal to be hereto affixed and these presents to be signed and acknowledged in its name and behalf by TIMOTHY M. 11FARSON, its President and Treasurer, thereunto duty authorized, this clay of Fehruw-y,2001. MARKWOOD CORPORATION By: "1'IMOTI IY M. PEARSON Its President and Treasurer COMMONWEALTH OF MASSACHUSUITS Ramstable,ss Febmary �Xj ,2001 "then Personally appeared before me the above-named T1M01'I IY M.PEARSON,President and Treasurer of MARKWOOD CORPORATION, and acknowledged the foregoing instrument to be the corporation's duly authorized act and deed as aforesaid,before me. C /I�tar u ,1(�( omi ssio p' es: JBFFBgy J01fiU80>V MY CNa�n iaPtift 4wrea 1 Ift2003 g\deedslabegale.1,3,5-=rkwd-channel i °F t Town of Barnstable Regulatory Services ` B^RN ''EMAM Thomas F.Geiler,Director �'OrEpMp'1A��� Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 October 14, 2003 Tim Pearson Markwood Corporation 110 Breeds Hill Road Unit 10 Hyannis, MA 02601 Re: Bond release for 15 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. Sincerely Sheri Theroux Division Assistant q/forms/bondre12 ,t 10/09/2003 07:25 15087780770 S4G= 02 TO TOM PERRY - BARNSTABLE BUILDING COMMISSIONER FROM TIM PEARSON DATE OCT68ER 8, 2003 LOG NO. 03:663 RE LOT 1, IS ABEGALE SNOW RD., W. BARNSTABLE ROAD BOND This home is complete. Can you please release this bond? Hope all is going well. Thanks for your help. CC-0 "—Rooc,` �o rj S© S. 1 4 e Grp I 10/09/2003 07:25 150877 0770 PAGE 01 ZA P C(AR D ORA O N nswe s sw wsr•ww FACSIMILE TRANSMITTAL TO 1 FROM FACSIMILE: (508Y 778-0770 DATE DISTRIBUTE COPIES TO COMMENT; T FERN;;M) i`T I rai; PA(;T:.S, INCLUDING TRANSMITTAL SHE_E-T. IF' THERE ARE ' I)NY PRI";I131 FMS, PLFa t. CALI (508) 778--0734. THANK YOU. 1 10 Breed's Hill Road, Unit 10 • Hyannis, MA 02601 508-77 8-0734 • Fax: 508-778-0770 • E-rnoij': info@mrrkwood.net t T "TOWN OF BARNSTABLE 9 _ C, �� BUILDING PERMIT =� ; PARCEL D 086 002 GEOBASE Ill 4322 ADDRESS` 15 ABEGALE SNOW ROAD PHONE W BARNSTABLE ZIP - LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 55650 DESCRIPTION NEW 4BDRM-SING.FAM.HOME SEW PT#@ -359 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLl3G PMl NT.RACTORS: MARKWOOD CORPORATION Mt D artment of Health Safety ARCHITECTS: e P � Y and Environmental Services TOTAL FEES: ` $694.25 BOND $.00 per THE 1br,_ ' CONSTRUCTION COSTS $215,304-00 � Qi► 101 SINGLE FAM HOME DETACHED 1 PRIVATE' P `tI + 1ARNSTABLE, • - 039. Ep Mh►l A BUILDING DIVI.IQN BY DATE ISSUED 09/06/2001 EXPIRATION DATE THIS PERMIT.CONVEYS NO RIGHT TO OCCUPY ANY.STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- --CROACHMENTS ON PUBLIC.PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. 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- (READY TO LATH). PANCY IS REQUIRED;SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. s BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS T`,e, 1 EATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 S' , BOARD OF HEALTH J OTHER: SITE PLAN REVIEW APPROVAL I 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. BUILDING PERMIT i TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANd PARCEL ID 088 Ok - : GEOBASE ID 4322 i ADDRESS 15 ABEGALE SNOW ROAD PHONE W BARNSTABLE ZIP - LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 61367 DESCRIPTION SINGLE FAMILY HOME - BLDG. PMT_ 455650 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES_ BOND $.00 per CONSTRUCTION COSTS $.00 �. 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE *)P�' * BARNSTABLE, MASS.. . 1639. `��► �Ep � MA'S BUILDING/DIVISIO(�'� BY DATE ISSUED ISSUED 05/28/2002 EXPIRATION DATE r TOWN OF BARNSTABLE CERTIFICATE OF OCC0PAN`df---`-. j PARCEL ID 088 0 GEOBASE ID 4322 ADDRESS 15 ABEGALE SNOW ROAD PHONE W BARNSTABLE " ZIP I' LOT 1 BLOCK LOT SIZE OBA DEVELOPMENT DISTRICT i PERMIT 61367 DESCRIPTION SINGLE FAMILY HOME - BLDG- PMT. 055650 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS: Department of Health Safety ARCHITECTS: P Y i and Environmental Services i TOTAL FEES: t BOND , $.00 pk CONSTRUCTION COSTS $.00 756 CERTIFICATE .OF OCCUPANCY 1 PRIVATE * BARMABLE, # MASS. 16 > - � BUILDING IVISIO r . BY L4n=f ' DATE ISSUED ' 05%28/2002 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN' CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET.OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. 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- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. 1 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 1 ' I • I ' I .. I ' I I 2 2 2 I I 1 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT Ii " I 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL I ' I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS i 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. BUILDING PER* MIT 05/22/2002 15:43 915087906230 . PAGE 02 The Town of Barnstable 9A ` Department of Health Safety and Environmental v'�•� y mte�ntal Services 6�P '. Building Division 367 Main Street,Hyannis, MA 02601 Office: 508.8624039 Fax: 508-990-6230 Inspection Correction Notice Type of Inspection or— �!A G ��,� �„, r„ (/c-c z .4,,r G Y Location ,JS-A'9/--X,QG -5wtv- 0'*)Z'V permit Number /O 0-2 Owner �Xr 5'd�( Builder Chf,4)v �L � av-,Wr6x-P One notice to remain on job site, one notice on file in Building Department. The following items need correcting: s ay Aar,* AIX.X r a��7�'-Ps ?P �i�a. vizor, /c!r• /�/ar-7; ��� ._ 6 L.-t/G517 /LL CT��` S (/T� R /�7�OL 5 r®GI�OvT!•-iy to ���GT. D�'c.�T �' �ac+i rc� �l�A• f�s�iv G Please call: 508-862-4038 for re-inspection. . Inspected by �i4i2 Date r oai Application to QDIh R-h1q,5 f)ig()Wdp Regional 3Lp5toric mi.5trict Q[[)III III ittee In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS 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: IN 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 9-19-01 15 Abegale Snow Road ADDRESS OF PROPOSED WORK Lot 1 West Barnstable MA ASSESSOR'S MAP NO. 88 OWNER_ Channel Development Cornnrar;nn P ASSESSOR'S LOT NOParcels 1 & 2 HOMEADDRESS Unit 10 - 110 Breeds Hill Rd. , Hyannis, MA TELEPHONE NO.508-778-0734 02601 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet_if necessary.) Please see attached sheet. AGENT OR CONTRACTOR Tim Pearson TELEPHONE NO. 508-778-0734 ADDRESS Unit 10 - 110 Breeds Hill Rd. , Hyannis MA 0 601 , .•� DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. Build a new home per attached plans and specifications. The home design , has been changed from prior approval. Signed Owner-Contractor-Agent For Committee Use Only - This Certificate is hereby Date Approved/Denied - Committee Members' Signatures: I I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 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: 10-23-2001 PROJECT INFORMATION: 20 Abegale Snow Rd. West Barnstable, MA COMPLIANCE: PASSES Required UA = 771 Your Home = 576 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1616 30.0 0.0 57 WALLS: Wood Frame, 16" O.C. 3804 13.0 3.0 271 GLAZING: Windows or Doors 309 0.310 96 DOORS 216 0.350 76 FLOORS: Over Unconditioned Space 1616 19.0 0.0 77 HVAC EQUIPMENT: Furnace, 90.0 AFUE -----------------w 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 than 12 f the design load as specified in Sections 780CMR Builder/Designer / Date ����'✓✓� i MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 DATE: 10-23-2001 Bldg. 1 Dept. 1 Use I I CEILINGS: [ l I 1. R-30 I Comments/Location I I WALLS: [ l 1 1. Wood Frame, 16" O.C., R-13 + R-3 I Comments/Location I I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.31 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments/Location I DOORS: [ l I 1. U-value: 0.35 I Comments/Location r FLOORS: [ ] I 1. Over Unconditioned Space, R-19 I Comments/Location I I HVAC EQUIPMENT: [ l I 1. Furnace, 90.0 AFUE or higher I Make and Model Number I I AIR LEAKAGE: [ l 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. 1 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 I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. 1 I MATERIALS IDENTIFICATION: [ 1 I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I I DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must' provide a means for balancing I air and water systems. I I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I [ l I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I [ 1 I HVAC PIPING INSULATION: I HVAC piping.conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in:) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 1 COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75' 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I [ ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.) : I I PIPE SIZES (in.) I NON-CIRCULATING I CIRCULATING MAINS 6 RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-1" 1 0-1.25" 1.5-2.0" 2.0+" I 170-180 0.5 1 1.0 1.5 2.0 f 140-160 0.5 1 0.5 1.0 1.5 i 100-130 0.5 1 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- I RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET LIVING SPACE ''�� 3c _square feet x$96/sq.foot= TO x .0031= w, w plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) 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 AW I x$30.00= / 30 (number) Deck x$30.00= (number) o� Fireplace/Chimney x$25.00 (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) p r r_ (_ (' f Permit Fee l W � . U1 `v projcost ��� QS -------------- ---------- - ' --- -------*`----------- I S ! I 1----------- - ------- ----- - - ------ --- -- --�•.,.....�---- -- -------- ---- ,I I FF. `- - I ---- ---- -- ---� -' - ---- �� #- I ._...� i S - i i -- ------ ------------------------------------- -45'JkLC7Ar1,-A4 MAN ETECTORS p,K. oo a001 lSrc�a_.� �2r BARNS A E BJiLDiNG DEPT. /deer Co l --------- - --- - I y............ ............. ' -- -- - -- ----- i ............................... ; eMi•.b 0 �� 1 It-_ --- urr..•.•..r•a•. 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Y•.,...::.�;;•:,n r.. :?;:r..:::.. 3.;�:;::::_i.{;::.::... ;hr..4:;?w:-.v.v::.:;......., YYnv. ...ti^n........., .............. 3,{{, ... .{ ....v.Lxwv.?44:n•.Y.!}Y.........:v................4:::�w:::{t{4:4:•:4}:•}:•}}:}S•v::24:•}:?>•<x::..w::^4.`�W,w%:'n?:L4ri}i:::::3;'::.v..:S:.vn: ?•i:{;•:4:<;::•::,?•.}}:-'.{S{•}i:v:•.�:..: :::. .S:{4:•:�........3:}:..........,..v..,,}.;;,4nv,hv.vmS;rx..•.n3..::•. �,..J ............ '. Marc to seem coverage n:tgmttd�dtt 3eetton 2SA of MGL TO eaa Ind to the of penalttn of a[toe aP to S]LAMuu and, me yam,tmpriso�mt as wen as duff penaltin in the form of STOP WORK ORDER and a�of s100.00•day a;aiast me. I aodersesmd t� aff of thb statement my be forwarded to the Olffm of Iavwd9K lens of the DIA for coverate vadffatioa and pardtres ofPff Y kd dse information prvW&d above is&w mid coned Ifdohaeb tag t Date Print nme ofndal use only do not write in thb area to be completed by city or town ofIIdsl t/ltcrose o (3BuNL1nc DeParM°mt city or town: Board �t ,s OIDte ❑d.&if U=wdiate response is required _ ❑Health Departluen' contact person• • phone#; Urnua 9195 PIA) 1 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 coax 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 ed in a joint rise, and including the legal representatives of a deceased employer, or the re=vz , the foregoing engaged j enterprise, • trustee of an individual,partnership, association or,other legal entity, employing employees. However the owner of a i dwelling house having not more than three apartments and who resides therem,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 ground building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or ren of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall eater into any contract for the performance of public work um acceptable evidence of compliance with the insurance regmrements of this chapter have been presented to the centre= authority. ... , . : i Applicants Please fill in the workers' compensation affidavit camplctdy,by d=lang the box that applies to your situation and supplying company names address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confkmation of insurance coverage. Also be sure to sign anc date the affidavit. The affidavit shouild be reamed to the city or town that the application for the permit or license is the"law"or if being requested,not the Departmeat of hdnirial Accidents. Should you have any questions regarding are required to obtain a,workers' compensation policy,please call the Department at the number listed below. i City or Towns Please be sore that the affidavit is complete and priated legibly. The Department has provided a space at the bottam of affidavit for you to fill out in the event the Office of has to contact you regarding the applicant. Please be sure to fill in the p.'.ermkiiceose number which will be used as a reference number. The affidavits may be returned fc the Department by mail or FAX unless other arrangemecrts 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 Deparancr is address,telephone and fax number. The Commonwealth Of Massachusetts I • Department of Industrial Accidents ORlt;e of Iuvesugadons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 7274900 eat. 406, 409 or 375 • I I MAScheck COMPLIANCE REPORT I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 J 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: 7-13-2001 PROJECT.,INF.ORMAT.I.ON: Lot 1 Abegale Snow Rd. West Barnstable, MA COMPANY INFORMATION: Markwood Corporation 110 Breed's Hill.Rd.., unit 10 Hyannis, MA 02601 COMPLIANCE: P1SSES Required UA = 419 Your Home = 405 Area or. Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------=--------------------------------------------------------------------=--- CEILINGS... 1352 30.0'' 0:'0 48 WALLS': Wood Frame, 16""O:C: 2267 13.0 -O*r0 187 GLAZING:--Windows or Doors 220- 0:310 68 GLAZING: •Windows-or Doors 54- 0-.490 26 -DOORS 40 0:350 14 FLOORS:--Over--Unconditioned-Space- 1307 19:0 Oc0 - 62 ------------------------------------------'------=------------------------------ COMPLIANCE STATEMENT: The proposed building design described here is consistent, with the building, glans,_ specificat.ions,... and othe.r;..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..de.termined. us.ing. the..applicable Standard.Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater t e design load as specified in Sections 780CMR 1310 and Builder-Mesigner- Date /� V/ MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAS.chec.k- Software Version 2.01 DATE: 7-13T2001 Bldg. 1 , Dept. 1 Use 1- I • I CEILINGS: [ ] 1 1. R-30• I CommentstLocation. I WALLS: [ ] 1 1. Wood Frame, 16". O.C., R-13 I Comments/Location I I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.31 1 For windows without labeled U=values., describe features: I #. Panes Frame Type Thermal Break? [..J. Yes .(_ ] No I Comments/Location [ ] I 2. U-value: 0.49 I For windows without labeled U-values, ..describe .features: L. #..Panes Frame Type Thermal Break? •,[,.]..Yes [ .] No I Comments/Location I I. DOORS.:._ [ ] I 1. U-value: 0.35 I• Comments/Location. 1 FLOORS: [ J I 1. Over Unconditioned Space, R-19 1 Comments/Location i. AIR LEAKAGE.: [ J I Joints, penetrations, and all other such openings'in the bui�ding envelope that are sources of air leakage must be sealed. When 1 installed in the building envelope, recessed lighting fixtures I_ shall. meet. one. of-. the. following- requirements.: 1 1. Type IC rated, manufactured with no penetrations between th9 1 inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned spage. I 2_.. Type.. IC rated,.. in...,accordance..with...S.tandard...ASTM..E...2.8.3, 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 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:... Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating �I and cooling equipment and service water heating equipment must be I provided. Insulation R-values and glazing U-values must be cl9arly I marked on the building plans or specifications. • I ' I DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ J I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed t using..mast,ic and fibrous backing. tape. installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. . I . I TEMPERATURE CONTROLS: [ 1 I Thermostats are required for each separate HVAC system. A mgnual I.. or. automa.t.ic. means.. to partially re.s.t.r.ict..o.r shut off the heating I and/or cooling input to each zone or floor shall be provided. I ' I HVAC EQUIPMENT SIZING: [. J I. Rated output.. capacity of.. the heating/cooling system is I not greater than 125% of the design load as spec}fied I in Sections 780CMR 1310 and J4.4. I SWIMMING POOLS.:.. I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool..pumps require a time clock. [ l I HVAC PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels_ �in.) : I PIPE SIZES (in.) I HEATING SYSTEMS: TEMP (F) . 2" RUNOUTS 0-l" 1:25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 l Low temperature 12.07-200 0..5. 1-0. 1..0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 1 COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 1 [ 1 I CIRCULATING HOT WATER SYSTEMS-:- I Insulate circulating hot water pipes to the following levels (in.) : 1 I PIPE SIZES (in.) I NON-CIRCULATING I CIRCULATING MAINS 6 RUNOUTS I HEATED WATER TEMP (F): RUNOUTS 0-1" I 0-1.25" 1.5-2.0" ?.0+" 1 170-1.8.0 0._.5.. l 1_.0.. 1.5 2.0 I 140-160 0.5 I 0.5 1.0 1.5 1 100-130 0.5 1 0.5 0.5 1.0 i ----NOTES TO FIELD (Building Department Use Only)------------------------- J Application to elb 191.145 Regional �k)igtorlc ADigtrict C011trttlttee 2 p p 1 , 2 0 9 In the Town,of(Ba•rnstabl♦♦e CERTIFICATE OF AP iROPRI//�� E S'---� �> L5 1JjBE tt;u! l...I � r��t �• -5� 1 I�� ` Sc 0 200Application is hereby made, with four complete sets, for the issuance of a Certific uof�ppropnateness un6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed wo as described-below-a drawings, or photographs accompanying this application for: I�V�+'I , t �F t3gRNSOLD KING'S HIGH CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: 0 New ❑ Addition ❑ Alteration Indicate type of building: A House ® Garage ❑ Commercial ❑ Other 2. Exterior Painting: El - 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 4. Structure: El Fence El Wall El Flagpole ❑ Other TYPE OR PRINT LEGIBLY: DATE 9-19-01 15 Abegale Snow Road ADDRESS OF PROPOSED WORK Lot 1 West Barnstable, MA ASSESSOR'S MAP NO. 88 OWNER Channel Development Corporation ASSESSOR'S LOT NO-Parcels 1 & 2 HOME ADDRESS Unit 10 - 110 Breeds Hill Rd. , Hyannis, MA TELEPHONE NO.508-778-0734 02601 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) Please see attached sheet. AGENT OR CONTRACTOR Tim Pearson TELEPHONE NO, 508-778-0734 ADDRESS Unit 10 - 110 Breeds Hill Rd. . Hyannis MA 0 601 DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. Build a new home per attached plans and specifications. The home design has been changed from prior approval. Signff A, �] ® , Owner-Contractor-Agent For Committee Use Only / _­__ '�' -, ff FFF \ is Certificate is hereby Date` Approved/2 0 2001 -� co le embers' Si natur , li TOWN OF BAMSTA LE — --- __ OLD KING'S HIGHVVAY Application to 2 001 4 2 elb 11king'5 3041 1w legion:I �L�igtorit district Cont»tittee In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS l' ''�,S. Application is hereby made, with four complete sets, for the issuance of a Certificate of Appropriatenes A s n+de�o�ion 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: Z1 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 DATE 06-20-01 ' 4.0 Abegale Snow Road ADDRESS OF PROPOSED WORK Lot 1 West Barnstable, MA ASSESSOR'S MAP NO. 88 ' �•'Z OWNER_ Channel Development Corporation 'ASSESSOR'S LOT NO-Parcels 1 & 2 HOME ADDRESS Unit 10 - 110 Breeds Hill Rd. , Hyannis, MA TELEPHONE NO.508-778-0734 02601 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way.. (Attach additional sheet if necessary.) Please see attached sheet. O AGENT OR CONTRACTOR Tim Pearson TELEPHONE NO. 508-778-0734 All ,I ADDRESS Unit 10 - 110 Breeds Hill Rd. , Hyannis MA DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. To build a new, single family'home per the attached plans and notes. es. r Signed Owner-Contractor-Agent For Committee Use Only =a I . s Certificate is hereby ii , Date Approved/D ied a EOM ' =JUN2 mmittee Member ignatu TOWN OF BARNST BLE TOWN OF BARNSTABLE' S GN PERMIT - ' PARCEL ID 088 002 GEOBASE ID 4322 ADDRESS --&W CRE IFRFET PHONE lJ W BARNSTABLE ZIP LOT PARCEL •BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT WB I iPERMIT. 49246 DESCRIPTION "OLD FIELD ESTATES" = 12 SQ. j PERMIT TYPE BSIGN TITLE . SIGN PERMIT I I CONTRACTORS: Department of Health, Safety : ARCHITECTS: and Environmental Services TOTAL FEES: $25.00 BOND $.00 per THE CONSTRUCTION COSTS - $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE P '*W.Fz' + IARNSTABLE. MASS. i639. A`0� UILD // DIV. :IO1/�Y�j�f r/ Ix,� r•r r Y C �lli%� rt[i��`�% DATE ISSUED 10/11/2000 EXPIRATION DATE f 1• - Town of Barnstab]e, n Regulatory Services r r Thomas F.Geiler,Director. 9'" MASS. g Building Division 1639. �0 i°tEp Mpt s Ralph Crossen,Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector Treasurer Application for Sign Permit Applicant: Assessors No. 98 Doing Business As: dAgK b Q�`�lcot3 Telephone No. 608 778 073� Sign Location /—C>' A6 Street/Road: C.oRkJE., oP EGA E- SQ�xZ RI P CEbaQ �i�l 11 ,: "OLD tE4Jt STATES" Zoning District: Old Kings Highway? Y�e /No Hyannis Historic District? Yes/No Property Owner Name: R A.;i-1dN Telephone: 'So 776 CJ34 Address: Ile) '����5 911L 1�41j�, —"::/0 Village: d YA4ASUS f - Sign Contractor Name: p'' y LE►2 Telephone:_ q08 —l8 Address: /6 Cµ 1(19- AS t�AY Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes& (Note:If yes, a wiring permit is required) I hereby certify that I am the owner orthat I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordi c Signature of Owner/Authorized Agent: Date: Size: Permit Fee: Sign Permit was approvCd Disapproved: Signature of Building Ol• / L Date: signl.dvc / rev.8/31/98 L . IMF NEI=, ff cuS7 �h 3 i'J i'Lill 1Oo kilI's By 3 LOT 7v LOT 8 JAP ACRE t.o4 A16RE LOT 3 4. 1. AC t(D RE S LOT 2 � ACRE LOT' W MAKN-Woo ,�—),� LOT 2 l 'At= 1.2s 1+ -E. �� A6 LO 1.g? ACRE is//t�/� L-J•.7 i (508 J2 M 4 300.00' _ _ _ r ---- q kNDWICH — — — — — — 275.91' —— — 75.00' B�2NSTABLE — — -- — — DRAINAGE ( i EASEMENT10 i vY A-5447 SF 1.153 Ac. v A-45,558 SF 1.046 Ac 0 o 248.92' � ' • 57.26'o l 01.72' 168.24' L 4*4 I.1Lrz Ac- h ph,0�" 4. tip- bv- .41 // 2— A.:. 0 / i AA 9;,46,9 Sc i.$7o 3 Ac. NN, Qr _ G "OLD FIELD ESTATES" • WEST BARNSTABLE, MA. - 1 " APE --\dAD _. -- - DRAFTING & DESIGN -_ -- - _-:.__- _----- .- ----'- _---- _ .._ 8 TOWN NECK ROAD "� --- SANDWICH MA. 02563 508-888-0003 SMOKE DETECTORS O.K. EEO q 0� _ --- BARNSTABLE 93UICUING DEPT. -_ _ -- FpONTELEVMON The contractor and ......Y _ - -- or home owner will assume all responsibility or compliance with all current federal, state and local codes. The purchaser of these 1 ans will be.., � � : • � , � , . p responsible to verify elements of , rr ; plans for !_l 1 l 1 1_ r t i these r accuracy - -- -'- �- 1 i , •,�;� r, and dimentions prior UM __ o actual ion. T _-_`i,., -rl � I 1 I.,- - r•-,": ' i - � `' - �. -I to construction. t ,_�.� � AUL & KIM RODERICK ,,.- ,ir;.L�.: .i 1 .,I�•.i _I__,.., i I __ J.,..',_ir: -1_1 ,i._�..I_' I-, .,. L i.. _ r i T i r i W. BARNSTABLE, MA. FRONT ! & REAR `' ' f all ' -7 ELEVATION ' - JOB NO.: 001 KxM'MVMON SCAI.E:I/4"= 1'0" DATE: AUGUST 8 2001 SHEET ONE OF SIX — � I L zap, CAPE CAD : DRAFTING & DESIGN 8 TOWN NECK ROAD �.._ SANDWICH MA. 02563 508-888-0003 _ _ _____ _ __ ____ __ :I.' rn.,aps Iran _'-1• ', I .!: j 1 rr I L -L.1 71 1 i 06W FL. VMON The contractor and or home owner will as all responsibility '_Y-1 : , : I_._ _:_-_.____._...-= ---_=__ ---- - for compliance with all current federal, stat cu e, and local codes. LT The purchaser of these - - f plans will be responsible r Li' :,: y• 1 to verify all elements of : L_: i.'"i,.._i _ these plans for y r i.� '.I .i_:.�IJ rL'�!�•_�1.: ' I1,'J7.:'i_,'!," '-r, accuracy :_: __ti.i�..:.,.._+. ., ___-- _ __ ___f. - and dim nti prior �.1,� "_i_' - - ----'� -1 a ons r • ° ' -,�-��, .° - - --_- _ o actual construction. - --- ' 'T` i'L..iL,�_i:�l_, .i .";•:-!. t t 1 ` j'� T r PAUL & KIM RODERICK , `' _ 20 ABIGALE SNOW ROAD W. BARNSTABLE, MA. U. LEFT & RIGHT ELEVATION BEET ELEVA11ON JOB NO.: 001 SCA1.E:1/4"= 1'0" DATE: AUGUST 8 2001 SHEET TWO OF SIX • tom. Aim- - - 76 1/2" DRAFTING & DESIGN 2,11 27'-6 WA" 8 TOWN NECK ROAD SANDWICH MA. 02563 508-888-0003 \00 g" Not GE 6'2ha WLL M 9EPAMP W> FP0Mf ff517CNCE"1f5AfT1G AFEA6YME&'50F5/8"1ftX • 6YPWA OGAV. �O 1611.1 9j/• -111/1 5MC5.DY OWN 2 Y > Y-2 '-I 1/2" N 121, -9 2 1/21, T!" 1/ `'. TZ/ The contractor and 2-4" 2' -6" or home owner will assume all responsibility j 2--l' for compliance with all = 4 current federal, state, MTMv RO.26 and local codes. II The purchaser of these plans will be responsible to verify all elements of these plans for accuracy W.2KY1,- W. f� 2 and dimentions prior 71 to actual construction.77� PAUL & KIM RODERICK N 20 ABIGALE SNOW ROAD 4' 6'-11/2" 4 k 91 21, -71-11 6-5 I/e 1/21, 7'-6514----------"',21/4"— W. BARNSTABLE, MA. FIRST FLOOR PLAN JOB NO.: 001 f V5f f I-00V MAN SCALE:1/4"= 1'0" DATE: AUGUST 8 2001 SHEET THREE oF six uAPE 01 CAD DRAFTING & DESIGN 8 TOWN NECK ROAD 01/2" 6'-11" SANDWICH MA. 02563 508-888-0003 MOVE LAW! 71-7 2" e. ROOM — — — — — — — — — — 2 RO.,— Me- �,'-10 112" ,4'91/1" Rj2 50/ '-9112" 01-I.V411 41, 9'-�, 21' 26168 0 /4" 4'90a '-6 V 4" 91.41/ ;17 166", '6 N 6 261 The contractor and II II or home owner will toz 012 assume all responsibility 91-111 2" for compliance with all [ ro current federal, state — — — — — and local codes. The purchaser of these plans will be responsible 2 i S'-B 1/2" to verify all elements of NM: &L A-19OMP FiAPPR5 V&L M to.7 Lr-4 1-9 � these plans for accuracy 20 LF%Hf,TO PA5E THE PO`rTOM Or TIf j L WKIPOW Off TW_PORCH ROOF I I I I and dimentions prior 1 - to actual construction. -V 2-6" PAUL & KIM RODERICK V ­11-9 1/A'11,6 ..101/1111'. q�7._' 20 ABIGALE SNOW ROAD - - - - - - - - - -- - 1.,I.. - - - - - - - - - - - - - -- W. BARNSTABLE, MA. SECOND FLOOR PLAN JOB NO.: 001 5ECQNP FL06V PLAN SCALE:]/4"= 1'0" DATE: AUGUST 8 2001 SHEET FOUIZ OF SIX uAPE 7.1 11 .7 9/9 DRAFTING & DESIGN 8 TOWN NECK ROAD SANDWICH MA. 02563 508-888-0003 VD.Fok 9'-6 V V -j PON - — — — — — — — — — — — — — -i I I L _J1111 - - - - - - - - - -; L V—POM I U0 COWM IE 9.40 I I—16"OL.- RD.POE 2"MN. I — — 1.1,L t — — — — — — — 9'C?"V. I I 2dO ON IOP OF L — 'V I. IIII5'2 12" GOWXTE 5LA8 TRME LwDa fou'rWipPO, 14'-9 1/2" 1 DOA ICI 2dO 16"OL.— PR05flAM U �O 16"OZ Avg(5nC5.6YM15) r— 1.--1 The contractor and R.O.foe fehylmo F4, 6" '0' or home owner will 2"MLYLW��J assume all responsibility Lem,foe 5ffy 7 ON!,01'00'42"OF. E L-J L for compliance with all f!2'�'016"OC= current federal, state. 5-1/2"LAWCaLLWN ON Sa'00"42"�V.' 1 ]2112-1 and local codes. L_ - - - - - - - - - - - - - - POO" I The purchaser of these — — — — — — — — — — — — -2dO 16"Oj�. —2dO 16"Of. F�- plans will be responsible W-- 7:�- — --61112" PC". to verify all elements of 4'-I 2" these plans for accuracy and dimentions prior to actual construction. Ill I I - - - - - - --- - - - - - - - - -- - - PAUL & KIM RODERICK I1 20 ABIGALE SNOW ROAD NOTE.POFtH POO11N65(10" I'VV.#N.) 9**Ill, W. BARNSTABLE, MA. FOUNDATION PLAN JOB NO.: 001 FOUNPA11ON PLAN SCALE:1/4"= 1'0" DATE: AUGUST 8 2001 SHEET FIVE 01.1 six 2x12 OZZ W/ 20 FILLFp CONTINUOS 012GF VFNf 6FLOW A P E 2x10 p.A TEF 121 1211 @ 16 1211 20MfFiS @ 1611 O,C, /"� AD 12'1' 1` F 5 %2" CbX 51-11A THING W/15LI3, OLLM fIF5 20 CEILING FFLf, pAPFt?ASpNALf J015 5211 O,C. @ 16" O.C. 5HINGLF5 ONfINUO5 VFNf DRAFTING & DESIGN 8 TOWN NECK ROAD x8 FACIA, SOFFIT SANDWICH MA. 02563 II & FkMZF W/ 6FPEPMOU2ING 508-888-0003 • 20 KNFFWAI III CAE �1211 pp0 VFNf @ 16'' O.C. /2" C12X SHEATHING W/ t -O 6'-10 I/2" W/TMK Ot FQUAL SlH3 FL. HOU5F WW 26 -13/4" 20 MTFV 13OffOM F5f. 13W. @ 1611 O.C. Zxl2 NFAIZFt? 2x10 PAFV OF GAt7, �.M,FFN 2-5/8" SfUP @ 16" O,C. HN614f FROM C411" 12" -19 PATEIZ5 @ 16 O.C. FNfIIZF 5E01\10 FLOC, Ix8 FACIA& SOFFIT 2r6 GEC,.-01551611 O.C. — — — — — - — 1� 61� — — — 2x10 FLOR J015f5 @ 1611 ft;IFFLE 202xl HFAZ U 0 2K4x8' 5fLV HEIGHT 5113 FLOCV HFA17Ff: F fW2856 && IW2 fW2�}56 W/1/2" CDX 51-1cATHI%fO 26 CEILING J0155 5'-9 /h" "fMV HOUSE WRAP OP The contractor and EQUAL or home owner will -CLAP t30A?P5 FI;ONf assume all responsibility for compliance with all 40 ff. f 05f 20 NAILFt2 11--" FVOM 13 W . CF19M 5HINGLF5 current federal. state. Dlocal GECKIN 5/4x6 F.f, & LAG 130Vf 12 f0 -1 5IL00� SIt2F5 & A� 2x10 FLOOt: Theand purchaserc ofes.these MAIN HOUSE -19 — J015f5 @ 19 plans will be responsible t2t3L, 20OUT5112F t3AN17 to verify all elements of these plans for accuracy xd P.T. JU15TZx6 .f - — — tonactualecon truction. FINISH Gf?n.C FSt.) — — — @I6" O.C. n 1 1�FOUNI7. — — — — — — W/ SILL SFAI '4' IN, +W/J015f HANC4W 3-2x10 ` �} 2x12 BEAM 6FAM PAUL & KIM RODERICK CONC t ILF (MAIN HOU5F) 20 ABIGALE SNOW ROAD LALLY 3-I/2" LALLYCOLLUMN ,511 �', OWMN ON 301160"x12" 12F, W. BARNSTABLE, MA. 8" x 6' Poap � '+ - N 3060x12" FOOTING CROSS CONC. FOUNI2, pin OOfING LOW>rt:FAMILY FOOM SECTION ON FOOTING — .t ..•,. 1 OI 1 W/ KFY WAY . . C1YPJ T �1 2�_611 �.—� 2,-6II L JOB NO.: 001 SCALE:3/8"= 1'0" ,illl I �II q" DATE: AUGUST d 2001 SHEET SIX OF SIX L �. � 1 O 's, LEGEND ASSESSORS MAP: 88 PARCELS: t & 2 0 14' PROPOSED WATER WELL ZONING DISTRICT: RF FORS , ROPOSEO f --16 EXISTING CONTOUR MINIMUM YARD SETBACKS:' WE0' / .If ,4 O 'r ''� SE ' . X 16 EXISTING SPOT GRADE FRS T - S. LOCUS SNOW Rc r -16 PROPOSED CONTOUR REAR r 15' TH1 SOIL TEST HOLE COMMUNITY PANEL p s I SEE TEST HOLE LOG(S) FLOOD ZONE: C" BARNSTABLE &' UTILITY POLE JULY 2, 1992 CATCH BASIN GROUNDWATEROVE� PAGE DISTRICT: AP PLAN REF: BOOK 03�- sw^L"meat mw,,ww r tgr�e PLAN REF: BOOK 556 PAGE 36 LOCUS LIMP ,' SCAB: MTE 'VERIFY WITH TOWN OFFICIALS r STER�i' ' ACCESS COVER TO WITHIN 6" OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO .' WITHIN 6' OF FIN. GRADE TOP OF FNDN AT EL. 123.5' GROuVD SURFACE GROUND SURFACE AT EL. 123't GROUND SURFACE AT EL. 120.0't GROUND SURFACE AT EL. 120.0't MINIMUM ,75' OF COVER OVER PRECAST 2% ;LOPE REQUIRED OVER SYSTEM AT Et.. 123.2't OR F IPE 2�EL 2" DOUBLE WASHED PEASTONE =y �, ! •~ !/ GAR' �0 120.5' U PROPOSED 1,500 117.0' f GALLON SEPTIC 11g•g' 110.05' TANK (H-10) / PROP. DWELL. ,„ „,/ 16.55 116.5' .5' s 1 ��1 aaQ..,ii/ccL��/ 2 re E►+05 0EP1H OF FLOW 4' \-6- CRUSHED STONE OR MECHANICAL 2' TEE SIZES: IK,E1 DEPTH 10' MIN BELOW FLOW LINE COMPACTION. (15.221 [2�) 8 14" 8 114.5' / OUTLET DEPTH ta' MIN BELOW FLOW .LINE 3/4" TO 1 1/2" DOUBLE WASHED STONE (MIN 2r SLOPE LOT 2 - , ) (MIN 1% SLOPE) (MIN 1% SLOPE) 5.5' r FOUNDATION - 10� SEPTIC TANK 56 D' BOX •7' LEACHING FACILITY J '� BOTTOM OF TEST HOLE AT EL. log, S 0' 1 YSTEM PROFILE M 1 j (NOT TO SCALE) / ------------- RESERVE ! 40. ' _RESERVE__ ; ) 8' L-- -j SJb' i J - ____ _ (1) ROW OF (6;) HIGH CAPACITY INFILTRATORS DEPTH (IN.) TM1 ELEVATION (FT.) DEPTH (IN.) TM2 ELEVATION (FT.) r ' '-~ WITH 3.5' OF STONE AT THE SIDES, 2' AT THE 0' 120.0 0' 0 171.5 ENDS, AND 14' BENEATH ORG/SANDY LOAM ORG/SANDY LOAM 20' 7.5 YR 2.5 2 118.33 6" 7.5 YRB 2.5 ? 12.1.0 /( DATE: MARCH 20. 2001 s MEDIUM SANG LOAMY _1ND 24-28' vARIGATED 7.5 YR 5/8 -- --- ,,b LS _ 30- - 117.5 WITNESS: GLENEHARR NG ONP RSP R 19.17 10 YR 4/2 ' ' r 2C 1 EXC TDP: ef)P'Ot nZ 1 ,• ,, - - LOAMY SAND iifi=S 8 ' 36, 10 YR 5/6 117.0 2.5 Y 6/4 01 SOIL CLASS: I r � oil 20� /4 PERC RATE: <5 MIN./INCH 76' C2 113.67 TOP PERC: 72" MED/COARSE SAND 132' 2.5 YR 7/3 109.0 126' 1 1111.0 ,% !^ � l NO WATER FOUND NO WATER FOUND i - TEST HOLE LOGS No E : (mQT ro scx[) j r 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON , THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS ' T SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION To DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. SEPTIC SYSTEM DESIGN DATA 2. MUNICIPAL WATER IS UNAVAuABLE. r SEPTIC DESIGN: (GARBAGE nlsvosta 4 Not ALLOWED) 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS. DESIGN FLOW: 4 BEDROOMS (110 CPO) an 440 GPO 4. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �� r ��O N SEPTIC TANK: 440 GPD ( 2 ) 880 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10. . PIPEUSE A 1500 GALLON SEPTIC TANK 7. WATER ONTS TEST D-BOX ORTO BEE LEVELNESS. LEA IN %\ BOTTOM: 41.5 X 9.83 . 408 S.F. 8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE ! SIDES: 2(41.5 + 9.83) X 2 - 205 S.F. USED FOR LOT LINE STAKING. r ` 9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC. TOTAL: 613 S.F. X 0.74 LTAR - 454 GPD > 440 O.K. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT _ USE (1) ROW OF (6) HIGH CAPACITY INFILTRATORS INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED WITH 3.5' OF STONE AT THE SIDES. 2' AT THE ENDS, AND 14' BENEATH FROM BOARD OF HEALTH. ! 11. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER PROPOSED SYSTEM. 1 12. VERTICAL DATUM APPROXIMATED FROM QUAD ! ) i i r TITLE 5 SITE PLAN OF l _ _ lax 508 X7_9880 LOT I - ABEGALE SNOW ROAD 1 r I IN THE TOWN OF: , or `��of M�. down cope engineering, inc. _ WEST BARNSTABLE PREPARED FOR: ARNE K � r�� ARNE � r CIVIL ENGINEERS 'I'1M PEARSON/MARKWOOD oJALA N. LAND SURVEYORS r.. S o SITE PLAN 7 W SCALE: 1" = ao f ED /6/ BOARD OF HEALTH 939 main st. yormouth, ma 02675 /a 6 _ /o NOS 00-l O9-11 ALA, PE, PATE A v 0"�A E SCALE: t" =MA 40' DATE SEPT. t 9, 2001 i LEGEND AssEssoRs MAP: 88 PARCELS: , & 2 10. �' / ✓ PROPOSED WATER WELL ZONING DISTRICT: RF FORS EO ° i •�'" •.� S• p pROpOs �i �i" -16• EXISTING CONTOUR MINIMUM YARD SETBACKS:' �Yq X 18 EXISTING SPOT GRADE FRONT 30 Locus lr , SIDE N. SHOW rto ` ! -' -18--- PROPOSED CONTOUR REAR a 15 �/h .ry E> ,•.�O ' '� ,' t TH1 SOIL TEST HOLE ,,� ,; ,•' ��`, ` SEE TEST HOLE LOG(S) FLOOD ZONE: "C" BARNSTABLE COMMUNITY PANEL 25001 0001 D s UTILITY POLE JULY 2. 1992 OSEO / .S� �`• ''' O CATCH BASIN GROUNDWATER OVERLAY DISTRICT: AP ROp �' V , �! ,�,' ti• PLAN REF: BOOK 558 PAGE 13 b.^L�OW�P"N SW..� LOCUS MAP PLAN REF: BOOK 556 PAGE 38 SCAM, MTs 71 'i ' �' �, 'VERIFY WITH TOWN OFFICIALS STEPi' % O L qtL. C CJ ,�y- � � ►z1 �� K ACCESS COVER WATERTIGHT TO TOP OF FNDN AT EL. 123.5' ACCESS COVER TO WITHIN 6" OF FIN. GRADE WITHIN 6" OF FIN, GRADE ) ' / GROUND SURFACE AT EL. 123'# GROUND SURFACE AT EL. 120.0'# GROUND SURFACE AT El. 120.0'# ,i' GROUND SURFACE MINIMUM .75' OF COVER OVER PRECAST c 2X _>IOPE REQUIRED OVER SYSTEM RUN PIPE LEVEL en,.,� a� ti'� � • / �� FOR FIRST 2, 2" DOUBLE WASHED PEASTONE GAR. �. 120 g. > 1 PROPOSED 1,5Q0 117.0' 120.05 GALLON TANK (H EPTI 119.1 ' / < PROP. DWELL. 1•„ / 116.55' 116,5' z•o Sims NDS DEP3 H OF FLOW 4' TEE SIZES: - \-6" CRUSHED STONE OR MECHANICAL 2' / IK�ET DEPTH 10' MIN BELOW FLOW LINE COMPACTION. (15.221 [2)) �8 4" � Aa 114.5' OUTLET DEPTH 1_4- MIN BELOW FLOW LOT 2 LINE (MIN 2% SLOPE) (MIN 1% SLOPE) (MIN 1% SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 5,5' r FOUNDATION ---- 10 SEPTIC TANK 56` D' BOX 7' LEACHING FACILITY SYSTEM PROFILE BOTTOM OF TEST HOLE AT EL. 109, M ! (NOT TO SCALE) I� ! _.,;` +RESERVE 4D.8' / ------------- TH1 T}i2 ------- (1) ROW OF (6) HIGH CAPACITY INFILTRATORS DEPTH (IN.) ELEVATION (FT.) DEPTH (IN.) ELEVATION (FT.) WITH 3.5' OF STONE AT THE SIDES, 2' AT THE 0" 120.0 0" 121,5 ENDS, AND 14" BENEATH " ORG/SANDY LOAM ORG/SANDY LOAM • , 20 7.5 YR 2.5 2 118.33 $" 7.5 YR .5 2 121,0 + F B ,•' MEDIUM SAND DATE: MARCH 20, 2001 LOAMY '-NND 24-28" VARIGATED 7.5 YR 5/8 10 YR 4/2 ENGINEER: ARNE H. OJALA, PE, PLS 28" 10 YR ,'/6 119.17 30" 117,5 WITNESS: GLEN FARRINGTON. IRS EXC�:'ATOR: F'OFr ni I _ bl/C 3.4"N✓'� :ii �� LOAI,aY-.SAND 10 YR 5/6 2.5 Y 6/4 Cl 117.t) SOIL CLASS: �- �. •� o�i LOA11Y SAND 76. 2.5 Y 6/4 113.67 OP PERC 72 PERC 5 MIN./INCH MED/COARSE SAND " 2.5 YR 7/3 " 132 109.0 126 111,0 NO WATER, FOUND NO WATER FOUND TEST HOLE LOGS No E (WT TO SCALE) 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT � IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. -- yN-271C SYSTEM SIGN DATA 2. MUNICIPAL WATER IS UNAVAILABLE �z ► �� SEPTIC DESIGN: 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR (G�ae�cE D�SPOSEa s Not ALLONEO) 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. I p'� SEPTIC TANK: 440 GPO ( 2 ) 880 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10. USE A 1500 GALLON SEPTIC TANK 6. PIPE JOINTS TO BE MADE WATERTIGHT. LEA IN 7. WATER TEST D-BOX FOR LEVELNESS. 11 `, BOTTOM: 41.5 X 9.83 - 408 S.F. S. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE ' �� SIDES: 2(41.5 + 9.83) X 2 - 205 S.F. USED FOR LOT LINE STAKING. TOTAL: 613 S.F. X 0.74 LTAR - 454 GPD > 440 O.K. 9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC. USE (1) ROW OF (6) HIGH CAPACITY INFILTRATORS 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT WITH 3.5' OF STONE AT THE SIDES, 2' AT THE ENDS, INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED i AND 14' BENEATH FROM BOARD OF HEALTH. 4 11. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER PROPOSED SYSTEM. 12. VERTICAL DATUM APPROXIMATED FROM QUAD 1 ! i i TITLE 5 SITE PLAN OF off 5M-W-4541 LOT I - ABEGALE SNOW ROAD I IN THE TOWN OF: 39 `�,� Of down cope engineering, inc. WEST BARNSTABLE 55 �cA OF M4y' PREPARED FOR: ERNE • �� ARNE CIVIL ENGINEERS TIM PEARSON/MARKWOOD OJALA _ vso 82' r 4 LAND SURVEYORS SITE PLAN �.,. Np 63� o SCALE: 1" 40' �G /Q NHS A/ BOARD OF HEALTH 939 main St. yafmOUth, ma 0267`5 00-109-L 1 ALA, PE, DATE (� APPROVEDD"ATE MA SCALE: t" - 40' DATE: SEPT. 19, 2001