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HomeMy WebLinkAbout0127 AIRPORT ROAD /77 �Y� C 7s DPW SOLAR a PREFORMED LINE PRODUCTS DATE: 9/27/2011 CUSTOMER: WHITMAN CO. PROJECT: CLASSIC KITCHENS-V2 SYSTEM: A Power Beam CRS for 74 KYOCERA 235, Complex Layout, 5-degree tilt.The design wind speed is 120mph,exposure C,and a building height of 18'. CALCULATE UPLIFT: Based on wind tunnel testing the uplift forces for the full array with a wind directly from the north can be calculated as follows: North Row: 10 modules X 197.9 Ibs/module= 1979.4098 Ibs Second Row In: 10 modules X 55.3 Ibs/module= 553.21734 Ibs Interior Rows: 54 modules X 85.3 Ibs/module= 4606.1475.lbs TOTAL UPLIFT FORCE: 7138.7747 Ibs CALCULATE BALLAST: Component Quantity Weight Total weight KYOCERA 235 74 46.2 Ibs 3418.8 Ibs Ballast Blocks* 186 32 Ibs 5952 lbs Racking Components 1119.83 Ibs TOTAL SYSTEM WEIGHT: 10490.6 Ibs s The total array area (sq.ft): 1763 The ballast weight exceeds the uplift force:Stability Check(Ballast/Uplift): 1.47 The weight of the modules, the ballast blocks, and all racking components is 6.Opsf when averaged over the area the system covers. The Langley Full-Scale Wind Tunnel: .ram. +, ! '��+ ` r�I• �a-� }L�• Otll *The ballast blocks are 4"x8"x16"solid concrete "Cap Blocks" which weigh 32 pounds and have actual dimensions of 3.63"x7.63"x15.64". 4000 B Vassar Dr.NE Albuquerque,NM 87107 ( 505.889.3585 I www.directpower.com I t ' DPW SOLAR PREFORMED LINE PRODUCTS DATE: 9/27/2011 CUSTOMER: WHITMAN CO. PROJECT: CLASSIC KITCHENS-V2 SYSTEM: A Power Beam CRS for 52 KYOCERA 235,Complex Layout, 5-degree tilt.The design wind speed is 120mph, exposure C,and a building height of 18'. CALCULATE UPLIFT: Based on wind tunnel testing the uplift forces for the full array with a wind directly from the north'can be calculated as follows: North Row: 10 modules X 197.9 lbs/module= 1979.4098 Ibs Second Row In: 10 modules X 55.3 Ibs/module= 553.21734 Ibs Interior Rows: 32 modules X 85.3 Ibs/module= 2729.5689 Ibs TOTAL UPLIFT FORCE: 5262.1961 Ibs CALCULATE BALLAST: Componen Quantity Weight Total weight KYOCERA 235 . 52 46.2 Ibs 2402.4 Ibs Ballast Blocks* 153 32 Ibs 4896 Ibs Racking Components 889.60 Ibs TOTAL SYSTEM WEIGHT: 8188.0 lbs The total array area(sq.ft): 1249 The ballast weight exceeds the uplift force:Stability Check(Ballast/Uplift): 1.56 The weight of the modules, the ballast blocks, and all racking components is 6.6psf when averaged over the area the system covers. The Langley Full-Scale Wind Tunnel: r ��1j-ter � i• F`'!p`�' f� NI r *The ballast blocks are 4"x8"x16" solid concrete "Cap Blocks" which weigh 32 pounds and have actual dimensions of 3.63"x7.63"x15.64". 4000 B Vassar Dr.NE Albuquerque,NM 87107 1 505.889.3585 1 www.directpower.com I DPW SOLAR a PREFORMED LINE PRODUCTS DATE: 9/27/2011 CUSTOMER: WHITMAN CO. PROJECT: CLASSIC KITCHENS-V2 SYSTEM: A Power Beam CRS for 78 KYOCERA 235, Complex Layout, 5-degree tilt.The design wind speed is 120mph, exposure C,and a building height of 18'. CALCULATE UPLIFT: Based on wind tunnel testing the uplift forces for the full array with a wind directly from the north can be calculated as follows: North Row: 17 modules X 197.9 Ibs/module= 3364.9967 Ibs Second Row In: 17 modules X 55.3 Ibs/module= 940.46948 Ibs Interior Rows: 44 modules X 85.3 Ibs/module= 3753.1572 Ibs TOTAL UPLIFT FORCE: 8058.6234 Ibs CALCULATE BALLAST: - Componen Quantity Weight Total weight KYOCERA 235 78 46.2 Ibs 3603.6 Ibs Ballast Blocks* 261 32 Ibs 8352 Ibs Racking Components 1372.69 Ibs TOTAL SYSTEM WEIGHT: 13328.3 Ibs The total array area (sq.ft): 1882 The ballast weight exceeds the uplift force:Stability Check(Ballast/Uplift): 1.65 The weight of the modules, the ballast blocks, and all racking components is 7.1psf when averaged over the area the system covers. The Langley Full-Scale Wind Tunnel: j; r--' C....- *The ballast blocks are 4"x8"x16" solid concrete "Cap Blocks" which weigh 32 pounds and have actual dimensions of 3.63'V 63"x15.64". 4000 B Vassar Dr.NE Albuquerque,NNI 87107 1 505.889.3585 1 www.directpower.com Polhemus Savery DaSilva oouav � oa J March 30, 2005 Tom Perry Building Commissioner Barnstable Building Division 200 Main Street Hyannis, MA 02601 Dear Mr. Perry, On behalf of Classic Realty Management; LLC I am requesting that the property at 129 Airport Road in Hyannis be certified for occupancy, for one tenant,before the installation of the exterior handicap access is completed. This.particular tenant will be occupying one of the two upper level office spaces, and as a doctor who reviews medical records,the office space will be primarily used for administrative purposes, therefore will not require handicap access: Please call with questions or to discuss this matter. I can be reached in my,office @ 508- 945-4500 x19. Thank you in advance for your.consideration: Regards, Richard D. t.Onge, r. Chief Financ' 1 Officer Polhemus Savery DaSilva I >Q 101 DEPOT ROAD • CHATHAM, MA 02633 901 MAIN STREET • OSTERVILLE, MA 02655 TEL 508 945-4500 • FAX.508 945-9803 WWW.PSDAB.COM TEL 508 428-1 800 FAX 508 428-1 896 JUN-2-2005 10:45 FROM:POLHEMUS _AVER'Y 503-945-8784 TO:715087908230 P:1f1 101 Depot Rd. Chatham , Ma. 02633 Phone 508 945 4500Polh_mus _ry f Construction Fax 508 945 8784 Administrative Fax 508 945 9299 Architects BUIlders Rax To: Tom Perry From: Jon Phillips Company:Town of Barnstable Pages: 1 inc. cover Fax: 508 790 6230 bate. 6/1/05 Re: 129 Airport Rd. Hyannis CC: Cl Urgent O l=or Review O Please Comment© Please Reply Tom, Regarding the temporary CIO and our request for an extension, the status of outstanding items as follows; Wheelchair fit't is in production-expected installvreek of 6/20105 Asphalt paving and berms-- schedule plashed back due to weather, currently on for week of 6/13/05. Landscaping tofollow immediately. Exterior railing on back deck , proposed adjustment to meet code-plexiglass panels mounted to existing rails Please contact me as needed at extension 24, Thank you, J Jon Phillips i!Q Construction Manager ter- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION m o, Mapa l Parcel Permit# 7 /� Health Division r Date Issued / 6 CCPservation Division Application Fee IPF$'0. 0 O Tax Collector Permit Fee --7. O Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board APPLrC`NT RgUST nRTArN A SEWER CONNB T Historic OKH Preservation/Hyannis ENoiwr.;r;7,, RAT] FPal THE CONS'i'r �IVIS;O.'d PRIOR Tn Project Street Address `ZI AP. amr aL) 4xAl a 15 Village 4y LV N1.5{�,,, Owner [C, Y�k(�I�T�i�I T Address Telephone ( �0 ) q4"S • *r5Q 0 Permit Request 6M�L�t 1&11_7�AIC41LI A,4_61_20��4 Square feet: 1 st floor:: existing proposed 2nd floor: existing proposed Total new Zoning District G Flood Plain Groundwater Overlay Project Valuation k500D Construction Type Vast maoq Lot Size 2 r3 Z ° 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 W f b //Y7 , 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: 4Gas ❑Oil ❑ Electric ❑Other Central Air: 4/Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:Cl 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 / Q 44 BUILDER INFORMATION Name Wmlls _kILVA fA Telephone Number r2os W4-�50o Address 0 License#, 0(o 66&� Home Improvement Contractor# J S 774-1 Worker's Compensation# W —78 Z34-6 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �a ny�7�Y 2�5 12 08853 a4266) SIGNATURE DATE NANCY aNP-4,0 FOR OFFICIAL USE ONLY ' PERMIT NO. i DATE ISSUED E MAP/PARCEL NO. ' ~ ADDRESS - VILLAGE OWNER t DATE OF INSPECTION: FOUNDATION FRAME J f'- �O =� co"? � INSULATION /sv S U Oft /A FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL' ' GAS: ROUGH FINAL vol .; FINAL BUILDING A I DATE CLOSED OUT' ) ASSOCIATION PLAN NO. F COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $100.00 Alterations/Renovations $50.00 .S" > , d a Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= x.0061= ALTERATIONS/RENOVATIONS OF EXISTING SPACE j S d square feet X.$96/sq.foot 0 0 0 X.0061= STORAGE BUILDINGS ONLY square feet X$32.00/sq.foot= X.0061 Commprojeost The Commonwealth ® %fassachusetts a a 600 Washington Surest (Boston, 9W,,4 02111 Workers' Compensation Insurance Affidavit Applicant information: Name: Location: City: Phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity. xI am an employer providing workers' compensation for my employees working on this job. Company Name: US DASILVA A Q Address: 11 City: C—LI&Z14M Phone# 08)�+5 4,600 Insurance Co:AMMIlolf 1 ® Q,�Its �fj � Policy# ❑I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers'compensation policies: Company Name: Address: City: Phone# Insurance Co: Policy# Company Name: Address: City: Phone# Insurance Co: Policy# ATTACH ADDMONAL SHEET IF NECESSARY Failure to secure coverage as required sunder Section 25A of)I.GL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'hnpnrisounment as well as civil penalties in the form of a SWOP W0118K ORDER and a fine of$100.00 per slay against me. ff understand that a copy of this statement may be forwarded to the Offffflce of Investigations of the DIIA for coverage verification. I do hereby certify under thepains and penalties ofperjury that the information provided above is true and correct Signature: Date: �3- /?-5104- Print Name ® — ;— -Phone# 95®AI Official Use Only: City or Town: Permit/License# Dept.: ❑ Check if immediate reponse required. i - �✓ze �Jomrirto�n,�uP,a� a�i� /aueeCr" BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR l ' Number: CS 015860 Bi rthdate: 05/12/1943 Expires: 05/12/2004 Tr, no: 24024 Restricted: 00 LEONARD H SAVERY 20 JUNIPER HILL RD EAST SANDWICH, MA 02537 Administrator ,,�,� ✓�ie �anLmoncuea�i a�'�.G�uacl2ursel�v. Board of Building Regulations and Standards License or registration valid for individul use only i HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: .137741 Board of Building Regulations and Standards Expiration: 1/2/2005 One Ashburton Place Rm 1301 Type: Ltd Liability Partnership Boston, Ma. 02108 'olhenmus Savery Desilva,Architects/Bui _eonard Savery 101 Depot Rd. ;hatham, MA 02633 Administrator Not valid without signature °FTME Tpk, Town of Barnstable v ti Regulatory Services �BAMANLE MASS. Thomas F.Geiler,Director 39.'OIFDMA'��' Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize 6Y� ILVA R,S to act on mybehalf, in all matters relative to work authorized by this building pefrnit application for(address of job) Z b Sig e of Owner Date Print Name f Polhemus Savery DaSilva ovaa15 March 29, 2004 RE: 127 Airport Rd., Hyannis The following information is for the additional work we will be doing in the greenhouse area of the above mentioned project. If you have any questions, please feel free to contact either Nancy Conrad, extension 25 or Mark Romanowicz, extension 24. Thank you. 101 DEPOT ROAD • CHATHAM, MA 02633 901 MAIN STREET • OSTERVILLE, MA 02655 TEL 508 945-4500 9 FAX 508 945-9803 WWW.PSDAB.COM TEL 508 428-1 800 • FAX 508 428-1896 ql', WN OF BARNSTABLE BUILDING PERMIT APPLICATION Map J Parcel 00 J ,?; a ,�g�E Permit# e T0VR'N 10 BAR Health Division "29 3 77/2- Date Issued Conservation Division ( .Z v �' JAPE 2� �' S Fee Tax CollectorR l T � b")JOe ��� D I V I S I O f d APPLICW tII�Y:OB'PAIN A SEWER Treasurer CONXIX= >Faim , Planning Dept. MIM M Date Definitive Plan Approved by Planning Board = Historic-OKH Preservation/Hyannis r Project Street ddress _jZ1 AW 4 ar2c� j Village Owner '� Address Telephone 2)0_�f) Permit Request ` _ vote_ )c a Da­o' qA)vi&Nv2� IcAnA �a2'840 r\e,,j ::�(nA ajcx- )D� A + Square feet: 1st floor: existing-uqq proposed 2nd floor: existing proposed Total new ! Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. k Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes ❑ No Basement Type: 1 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 U/N o Fireplaces: Existing New Existing wood/coal stove: ❑Yes 2(N o Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing Cl new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial Yes ❑No If yes,site plan review# Current Use — Proposed Use BUILDER INFORMATION pp- Name Telephone Number0� Addre s LCw\(R License# G5 05 1730 ` Home Improvement Contractor# I 1 wly Worker's Compensation# wC_ay) nll ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �- FOR OFFICIAL USE'ONLY RMIT NO. _ ATE ISSUED y ' - AP/PARCEL NO. ADDRESS -VILLAGE -� OWNER DATE OF INSPECTION: FOUNDATION /'O FRAME INSULATION } FIREPLACE - ELECTRICAL: ROUGH FINAL PLUMBING: RoUGgi FINAL GAS: ROUGI?f FINAL _ 1 FINAL BUILDING 8 1lDATE CLOSED'OUT r 1 ASSOCIATION PLAN NO. { y yen i D 00 kG �---, 4 f o-, D _ 1n� . D i Y^.i, 4 - y;qy,* - :jwj� wl c ' r; i•. «*..','��.,w�s� jai a'5�..' I#{ o M r .. s .. r ydl��, • i t �pF w 3 { s _ , w _. ,dS r �,�.+5-.rk:�-„Dj'�"^h!r.+- r :• °�h.�'YhiE�^. r��°�y, '6 �+YW x.r. +' k � $ A w S ��MN�'4 �# x•�� q; � �� ,. � r i� W �;'� d� � � r �" ,� rr,.q. a y+c ..� ro,i. "{q � • .. F _ �--- ,. �.w/•^ rrW^n.•'o�•awlrwr.r'w�e+^ Li. � ��*�� i IT- ryd , H ya n n s p 129 s.tapoar M-w:aao ,. .. 45 `s E s y _ e s k. • « - � ,� - - . �� u, ram,, ` . �n +.� - ` '^ - `. • n . • •i _ - �"n"' .d �'�-Y F+gam-..r.. 7 e` - v y M� w �r .r A'9F k e ............... r k x 1 ' a r 1 ` } yy � f _ V 3 f x ( - Y 'i • , ' sa t 1 ISI �r t t;. y 127.Airport Rd _ ti w Hy 5/22/03 � � ; •-� � _-+ i .• . . .- • . m - ' � , � ° � s •� a � ,� z�. : T • i 'x 7"', �" .. w � i ... "„j ...,_..tea—_ ----�-•-'w+�`'...".""i' ,,.,....+ :�-�-- 0 cY ^' t . . --,. aim MR 'E 77. wz 1 ' I m� ^' t m".a y. # r. u i T + a 3. u _ S Y r ,: ad's+�. �.aG' .�ytk,. *^+k4. x. ..h'., +st��.`_ M.. "4r ✓.S.W'C .."} + 1.'^ � - _ _ x 127 Airport Rd , Hy 5/2'2/03 �-- r ANNE Vr a yr S r Y ea K g �K ORM5 's'" a m d Jean Jason 6 Branch Manager YOU WISH TO OPEN A BUSINESS? Aft Airgas East 127 Airport Road s (cost$30.00 for 4.years). A business certificate ONLY REGISTERS YOUR NAME in town (which Hyannis,MA0266i ermission'to operate.) Business Certificates are available at the Town Clerk's Office, 1°` FL., 367 Phone:508-778-0316 ) FAX:508-778-1922 Toll Free:800-562-3815 www.airgas.com YOUR NAME: �'. :. 14i�b�S �7�5� c�Jc , w � t �# I�USINESS YOUR HOME.ADDRESS: � x°� �xY `r � a.7 Q-To 7 l TELEPH,ONP # Home Telephone.Number NAME OF NEW E31LISINESS — TYPE OFBUSINESS : S IS THIS A HOME OCCUPATION? YES NO Have een ...v ADDRESS OF BUSINESS �. b (L MAP/PARCEL'NUMBER �� "� 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 [nay.need. You MUST GO TO 200 Main 5t. - [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. Q� 1. BUILDING CO ISSI ER'S OFFICE This individ al h s e o mkdf`any permit requirq s that pertain to this type of business. uthorize nature** �� COMMENTS: 2. BOARD OF HEALTH . This individual has been informed of the permit requirements that pertain to.this type of business. Authorized Signature* COMMENTS: . 3. CONSUMER,AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature.* COMMENTS: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION iy? Map `` Parcel C/) Permit# ` 6 Health Division owr. '7'T12 IKO g Date Issued Conservation Division I� 03 L Application Fee 4 e/ Tax Collector Permit I ! �� 7���• Treasurer Ll I I I/ 1��� I PP%ICANT MUST OBTAIN d 4v�;� Planning Dept. CONNECTION PERMIT FROM �gE VuiNEERINGDIM1,0N r°RIOR TO Date Definitive Plan Approved by Planning Board co>asT1=770N R.: Historic-OKH Preservation/Hyannis Project Street Address 2--7 Al 2=13DOT _�YAWN6 Village 0-�AM is Owner d lG L aitsT Address /61 DEPD7�UTUAM Telephone ('505) Permit Request_A-DO 49UM Ut✓7J 9ag6y4f�b�_ 91 Square feet: 1 st floor: existing proposed 2nd floor:existing proposed Total new Zoning District e_ Flood Plain Groundwater Overlay a Project Valuation 4-75, DO 0 Construction Type AEMM OM Lot Size +32,5 2-3 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 )5 Other QMQt4 69ADe_ Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing 5 new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑Electric ❑Other Central Air: X Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes D 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 N4arN L BUILDER INFORMATION r c Name VGf Telephone Number Address D] License# (11S •C'& ,p A Z.L3 3 Home Improvement Contractor# 13 77+1 Worker's Compensation# Z ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO V SIGNATURE DATE FOR OFFICIAL USE ONLY PEAMIT NO - ' DATE ISSUED y MAP/PARCEL NO. - - ADDRESS. VILLAGE OWNER DATE OF INSPECTION: T FOUNDATION FRAME �/E �/O/D S� N - INSULATION /�/h/S U a�ia 6 FIREPLACE - • r ELECTRICAL: ROUGH FINAL . ; j PLUMBING: ROUGH FINAL ' w + I GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT- ASSOCIATION PLAN NO. •i L- pSHE To�� Town of Barnstable hP °� Regulatory Services s BARMAsz�. ` Thomas F.Geiler,Director MASS, g' E 559. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section. If Using A Builder I, I111 L l� C, I `Tr ,as Qwner of the subject propetty._ hereby authorize to act on mp behalf,. in all,rnattets relative to work authorized by this building permit application for: 12-7- ! Roop-T 16N&i-s (Addtess of Job) 4tute of Owner ate pEnt Natne 0:FORMS:0WNERPER2v1LSSI0N } t IRPOR T ROAD _ f t01,I2 337.12 4'20„E, i NUJ � 8.6 i 13�i 1� ---_____-_- , ----____—-------------- n = i lb, Ul ____________________-__-_____----_ P =----------__- ____--___-_____ _======9.7 PARCEL A _=====_ #127 -=_=_-----_ _---- - --------------=-__-=__ ________________= _-_____---------------------- ___- -------------------------------- --------------------------------- N89 05'10"W 233 56' BY CALC. 333.56' BY PLAN & DEED PARCEL BSj NOTE.- PRE—EXISTING NONCONFORMING. RES. ZONE.• "B" This MORTGAGE INSPECTION Plan is For FLOOD ZONE.- "C" Bank Use Only TOWN: HYANNtS — REGISTRY OWNER: FDIC. _ DEED REF: 7312 341 EDWARD DATE: 13193 H I KNEALE III PLAN REF: 20w19_ _ _SCALE.1 = 50__ _FT. I HEREBY CERTIFY TO CAPE COD_DANK Bc TRUST_C0. OF n� YANKEE SURVEY ITS TITLE I_N_S_U_R_A_N_CECO. __--THAT THE BUILDING- SHOWN Sr ON THIS PLAN IS LOCATED ON THE GROUND ASqzi Pr�uE 5 CONSULTANTS SHOWN AND THAT ITS POSITION DOES _ _ CONFORM A. 40B (SUITE 5) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE '' � MERITWFh� E} No. 32pgg F INDUSTRY ROAD TOWN OF _BARN.STABLE---_______ __AND THATt d£ IT DOES_ NOT JSTER _ LIE WITHIN THE SPECIAL FLOOD HAZARD t�F '�E� �� �`� MARSTONS MILLS, MA -02648 s AREA AS SHOWN ON THE H.U.D. MAP DATED 19/� _ s%�a s�F TEL: 428-0055 L_fpUL unity—Panel 250001 0005 C rY^ t ���o . _ ���,��-a�" FAX: 420-5553 __ _____ THIS PLAN NOT MADE FROM AN INSTRUMENT 11352 BJS A. MITH PLS SURVEY, NOT TO BE USED FOR FENCES ETC. 9fie Commonwealth ® Massachusetts a Department ®f induast?ialAccidents 600 Washington Street V ' (Boston, 9.A 02111 Workers' (Compensation ffnsurannce Affidavit Applicant information: Name: Location: City: Phone# ❑ I am a homeowner performing all work myself. ❑ I am a sale proprietor and have no one working in any capacity. xI am an employer providing workers'compensation for my employees working on this job. Company Name: PO US S&Y= DASI QVA A Atum-evas Address: b I DEEE®� City: C11"M Phone# (5 08 -Pj 00 Insurance Co:Am m 2 I&C Policy# C,78Z3 1796 ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers'compensation policies: Company Name: Address: City: Phone# Insurance Co: Policy# Company Name: Address: City: Phone# Insurance Co: Policy# ATTACH ADDITIONAL SHEET IF NECESSARY Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 per day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DNA for coverage verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct Signature: Date: Print Name: � ]� A Phone M .-P,f - Official Use Only: City or Town: Permit/License# Dept.: 0 Check if immediate reponse required. ✓�ie U�arrvireancura� a��if/ liueeC�s _�_ . ,•ate.. BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 015860 Birthdate: 05/12/1943 s Expires: 05/12/2004 Tr. no: 24024 Restricted: 00 LEONARD H SAVERY 20 JUNIPER HILL RDA, -� EAST SANDWICH, MA 02537 Administrator -'� ��w, �omzmoouuea�i a�-`Gcuuaclivael�s Board of Building Regulations and Standards License or registration valid for individul use only . HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards r _ Registration: 137741 Expiration: 1/2/2005 One Ashburton Place Rm 1301 Type: Ltd Liability Partnership Boston, Ma. 02108 'olhenmus Savery Desilva, Architects/Bui _eonard Savery 101 Depot Rd. � p ;hatham, MA 02633 Administrator Not valid without signature i COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $100.00 `© Q r Alterations/Renovations $50.00 Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq. foot= x.0061= ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet X$96/sq.foot= 7 s, ®O O X.0061= 7 7, S STORAGE BUILDINGS ONLY square feet X$32.00/sq. foot= X.0061 Commprojcost PROJECT NAME: ADDRESS: 1 :2 `-T A ►r r�c�r-� ( . IA 15 PERMIT# PERMIT DATE: c) ,;�v-7 ' J M/P• :��� �l>� LARGE ROLLED PLANS ARE IN: BOX SLOT h�_ Data entered in MAPS program on:. BY: q/wpfiles/forms/archive QNSTAR EL EC TR/C GA S Certificate of Completion for Expedited/Standard Process Interconnections Installation Information:. Check if owner-installed Customer or Company Name(print): S tAu au t Contact Person,if Company:k.,�A Ski Ll4 Mailing Address: �322. Q+-21 IA-)Q S j SL-Me City: ?,_)Yr Y1bUV,!a State: Zip Code: ( `t-I Telephone(Daytime): `52kD 322 (Evening): Facsimile Number:COS-52-u-33U 1 E-Mail Address: Address of Facility(if different from aboveirt 17— Electrical Contractor's Name(if appropriate): 'TDV�i SWt1 1Ej(Tjvi(jaj Mailing Address: City: 1Q'' tt�l C� State: NIA,1� Zip Code:. (511 1�55 Telephone(Daytime):-18 t - 1'3-�Zdt�i (Evening): Facsimile Number: ��1'' 13- 3C1 E-Mail Address: Ed�lr �^Cl�-13t1`1 c�Yi SC1�11e�f'Ctr'tt_ > License number: + A 1-D o3 Date of approval to install Facility granted by the Company: KCL,r'c� 24 .2-- Application ID number:_ N N Inspection The system has bee and inspected in compliance with the local Building/Electrical Code of n i s is Barn sf ck�te (Ci /County) Sia al Wect al Wiring Inspector,or attach signed electrical inspection): Name(printed): Date: 0 1a As a condition of interconnection you are required to send/fax a copy of this form along with.a copy of the signed electrical permit to the person listed below at NSTAR Electric: Name: Joe Feraci Company: NSTAR Electric Mail I:One NSTAR Way Mai12:SUMSW360 City,State ZIP:Westwood,MA.02090 Fax No.: 781-441-8721 Revised November 24,2009 Page 6 of 6 Expedited/Standard Interconnection Application �'WHE� Sign v ti TOWN OF BARNSTABLE Permit * BAIMSTABLE, MASS. 9$ i6 � Ar� 3.�A� Permit Number: Application Ref: 200901532 20070284 Issue Date: 04/13/09 Applicant: CLASSIC REALTY MANAGEMENT LLC Proposed Use: Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 127 AIRPORT ROAD Map Parcel 312003 Town HYANNIS Zoning District B Contractor PROPERTY OWNER Remarks REPL SIGN PANEL- EXIST SIGN 5.33 SQ FT TWINBROOK INS Owner: CLASSIC REALTY MANAGEMENT LLC Address: 127 AIRPORT ROAD HYANNIS, MA 02601 Issued By: PC TEPOST TISCARSOTHATISVISIBLEFMTHEST • Town of Barnstable Regulatory Services Thomas F.Geiler,Director 3h �►SMABL& ' Building Divisio> ' ° ,t►` Tom Perry,Building Commissioner Zt � 200 Main Street,Hyannis,MA 02601 13 AN 11. 3u www.town.barnstable.ma.us Office: 508-862-4038 `F' ,3U Permit# 6 r Application for Sign Permit Applicant: k vv_w— y h S Map& Parcel# 'S Z OQ Doing Business As:—T ,,,,yN K "T�•s.,.rav\c� Telephone No. '-1Ss i Ss`13 Sign Location ,� pp Street/Road: \'L A\.,-9o�Y�icJ� �a%Ahk Zoning District: Old Kings Highway? Yej&Hyannis Historic District? YeG Property Owner Name: c r�v\ES, Telephone: S Cl`{5 - S Address: i J Village: MA 02 613 Sign Contractor Name: v� - 1��'^^� Telephone: S�Fs ��K-qkW Mailing Address: I Z= iJ��.o�¢� �:�� - �o.r► u'Z -��`i 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(D (Note:If yes, a wiring permit is required) Width of building face S ft.x 10= 4YO x.10= ` '6' Sq.Ft.of proposed sign I hereby certify that I am the owner or that 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§240-59 through§240-89 of the Town of Barnstable Zoning Or ' ance. Signature of Owner/Authorized Agent: Date: 13'-0`, Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Official: Date: In order to process application without delays all sections must be completed. Q:I WPFILESI SIGNSI SIG)VAPP.DOC Rev.9112106 t A �n c S 1 �1 �p S s 5 D AT PROOF CU • • CONTACT 3/13/2009 COMPANY: PHONE: 1 PROOF 1 2 3 CONTACT PERSON: FAX: 8:19:12 AM CITY: STATE: ZIP: EMAIL: File Name:Twinbrook_Insurancq Ma12009.fS Folder Name:l\Droboshareldrobo\FLEXI_FILESi'RTLvinbrook_lnsurance A • O ® t - e: M r. A K' TO ASSURE SAFETY AND QUALITY OUR PRODUCT IS 9 LISTED ©COPYRIGHT 2009,SIGN*A*RAMA,Inc. THIS RENDERING IS INTENDED AS A SAMPLE ONLY.COLOR,TEXTURE,MEASUREMENTS,AND ACTUAL APPEARANCE MAY VERY SLIGHTLY FROM COMPLETED WORK AND IS CONSIDERED NORMAL&USUAL. Please check layout(artwork,spelling dimensions)and fax book with signature.Production �, 1 HAVE REVIEWED THE ABOVE SPECIFICATIONS&HEREBY FULLY UNDERSTAND THE cannot begin until written approval is recelved.Additional charges will be applied for any changes CONTENT OF WORK TO BE PERFORMED&APPROVE THIS PROJECT TO BEGIN: that are needed after approval is received.SIGN*A*RAMA is not responsible for any errors in CUSTOMER APPROVAL SIGNED BY' spelling,layout,or dimensions that have been approved by the customer.This proof is for listed items only.Any changes or deletions by the customer not shown or charged herein will be billed 12-8 White's Path,South Yarmouth,MA 02684 PRINT: DATE: ht separately.50°/6 DEPOSIT DUE AT TIME OF ORDER(full amount if under$100),balance due Phone:508-398.9100 Fax:508-398-1760 LANDLORD APPROVAL SIGNED BY: E mail:ccear@verizon.net upon time of installation.I HAVE READ AND AGREE TO ALL TERMS. INtf1Al loo www.signarems.com/02664 PRINT: DATE: �� THIS ORIGINALOESNRN AND ALL INFORMATION CONTAINED THEREIN IS THE PROPERTY OF SIGN*A'RAMA AND ITS USE IN ANY WAY OTHER THAN AS AUTHORIZED IS EXPRESSLY FORBIDDEN.THIS PROPERTY MAY NOT BE REPRODUCED OR DUPLICATED WITHOUT WRITTEN PERMISSION OF SIGN'A'RAMA OR THROUGH PURCHASE. Giangregorio, Robin From: Giangregorio, Robin Sent: Wednesday, September 14, 2005 11:18 AM To: 'Isavery@psdab.com' Cc: Perry, Tom; Wheeler, Russell Subject: 127 Airport Road, Hyannis R312-003 Dear Mr. Savery, The Building Commissioner has asked me to follow up with you on the progress of the renovations and site improvements at 127 Airport Road. This is the vacant building right at the intersection of Airport Road and Attucks. Recently, you completed some site work there including paving and landscaping. This type of work triggers our review process. The Building Commissioner has informed me that he discussed this matter with you previously. At this point and prior to occupation of the building, you must submit an as-built plan (6 copies)for review as the conditions are no longer proposed but existing. We will also need a completed application form. Please contact me directly by email or telephone in order that we may discuss the filing process and address this immediately. Your anticipated attention to this matter is greatly appreciated. �oPiac (,�.Giiaoaiu a �i 5'�,�eoocduratoc 509'-962-4027 1 i TOWN OF BARNSTABLE SIGN PERMIT sw PARCEL ID 312 003 GEOBASE ID 23096 '> ADDRESS 127 AIRPORT ROAD PHONE HYANNIS ZIP - LOT PARCEL BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 84488 DESCRIPTION 32.69 SQ CLASSIC KITCHENS & INTERIORS PERMIT TYPE BSIGN TITLE% SIGN PERMIT CONTRACTORS: Department of ARCHITECTS: ,Regulatory Services TOTAL FEES: $50.00 BOND $.00 tNE 1 CONSTRUCTION COSTS $.00 753 MISC_ NOT CODED ELSEWHERE 1 PRIVATE * sAMMBLE, MAW 039. Fp��A II I BUILDING,DVVISIO I BY ,--- DATE ISSUED 05/31/2005 EXPIRATION DATE ,J� Town of Barnstable �tME O Regulatory Services Thomas F.Geiler,Director RAWSUM g Building Division i0rfp Mp'1° Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Application for Sign Permit Applicant: Assessors No. I Doing Business As:"'CS((—V—ITAE$6 `NJ Telephone No.T 81-763075 Sign Location Street/Road: 1 Z7 Ai p-poyT RL) Zoning District: 13 Old Kings Highway? YesooHyannis Historic District? YesED Property Owner Name: CLAss f C2zALTYTa-wT Telephone:50 Address: /©j ,Do?a Village: LANTMM Sign Contractor 10, Name: (,4ATJ4 AM !6 LbAI 5M E Telephone: Mailing Address: 40 T PLAUE , LRA71AAM 02,6-33 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? &No (Note:If yes, a wiring permit is required) Width of building face ft.s 10= x.10= I hereby certify that I am the owner or that 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§240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. er Signature of Owner/Authorized Agent: "��� 5 27 _`-p5 Size: Permit Fee: Sign Permit was approved: Disapproved: r Signature of Building Official: Date: d-- J Q:I WPFILESI SIGNSI SIGNAPP.DOC 4 - , I - 1 3 ®dOd INOdNIV LZI NEISI4 • SONIHSINMA ANIA - Adl]N U,VD + � �gt i(3�3 {�� - � • � � ,`,}.1 'k , CAI ''"' �E. 7 � !;; G ' AA -ram 1,4D SS 0 f' - � i ♦, 11 It Q- - --- l i ki --- ------ e Polhemus Savery DaSilva April 25, 2005 Tom Perry, Building Commissioner Town of Barnstable 200 Main St. Hyannis,MA 02601 Dear Tom; This note is to follow-up on our meeting of this morning at approximately 9 am at your office, where we discussed the installation of signs at 127 and 129 Airport Road. The final outcome of the discussion was that we would be able to install two signs: one no larger than 50 sq. ft. in front of 127 Airport Road, and one no larger than 24 sq. ft. (ladder style)in front of 129 Airport Road. We intend to have the signs constructed and installed as quickly as possible, and also to . complete the paving and re-landscaping work in the next four to six weeks. Yours very truly, Leonard H. Sav , Vice President Polhemus Savery DaSilva, Inc. 101 DEPOT ROAD • CHATHAM,MA 02633 901 MAIN STREET • OSTERVILLE, MA 02655 TEL 508 945-4500 • FAX 508 945-9803 WWW.PSDAB.COM TEL 508 428-1800 • FAX 508 428-1896 Polhemus Savery DaSilva D 1 0 a W @ Q a April 25,2005 Tom Perry, Building Commissioner Town of Barnstable 200 Main St. Hyannis,MA 02601 Dear Tom; This note is to follow-up on our meeting of this morning at approximately 9 am at your office, where we discussed the installation of signs at 127 and 129 Airport Road. The final outcome of the discussion was that we would be able to install two signs: one no larger than 50 sq. ft. in front of 127 Airport Road, and one no larger than 24 sq. ft. (ladder style) in front of 129 Airport Road. We intend to have the signs constructed and installed as quickly as possible, and also to complete the paving and re-landscaping work in the next four to six weeks. O Yours very truly, Leonard H. Sav , Vice President Polhemus Savery DaSilva, Inc. 101 DEPOT ROAD • CHATHAM, MA 02633 901 MAIN STREET • OSTERVILLE, MA 02655 TEL 508 945-4500 • FAX 508 945-9803 WWW.PSDAB.COM TEL S08 428-1 800 • FAX 508 428-1 896 w y. i I CHATHAM OSTERVILLE 6` 101 DEPOT ROAD 901 IN STREET CHATHAM,MA 02633 OSTERVILLEE,MA 02655 4' PHONE:508 945-4500 PHONE:508 428-1800 FAX:508.945-9803 FAX:508 428-1896 nconrad@psdab.com www.psdab.com Polhemus Savery DaSilva DOU4pQ13a Nancy Conrad Firm Administrator TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 312 003 GEOBASE ID 23096 ADDRESS 127 AIRPORT ROAD PHONE HYANNIS ZIP LOT PARCEL BLACK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 75803 DESCRIPTION 22 SQ FT CLASSIC KITCHENS & INTERIORS PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 CONSTRUCTION COSTS $.00 "gl• 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE q• NAM i 39. BUILDII DI ,IO N BY // DATE ISSUED 04/05/2004 EXPIRATION DATE i Town of BarnAkNOF BARNSTABLE F'THE r0 Regulatory g Y Ser*'#R - I AM 8- 35 Thomas F.Geiler,Director snxxsTnat.E. MASS. Building Division 039. iOrEp Mp�°i Tom Perry, Building Commissiongul �� 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector V-,Ik W4 Treasurer Application for Sign Permit Applicant&J iQVFJZY LVA_Apt-AS I BI,DP S Assessors No. 3 l 2 OCR 31 Doing Business As: SLIME Telephone No. 65109464500 Sign Location Street/Road: 7 �2 A IR.PpQT �D DyANN S Zoning District: $ Old Kings Highway? Yes h10 Hyannis Historic District? Yes Property Owner &Z� Name: UA551C, 9EACTY T►ZUST Telephone: Address: t/01 Village: C Sign Contractor Name: US�QVF�2Y SILV� Atzc.u�Pw�S Telephone: (506)94545oo Address: IN Village: CAA- 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? YesQ (Note:If yes, a wiring permit is required) I hereby certify that I am the owner or that 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 Ordinance. Signature of Owner/Authorized Agent: Date: ns� Size: G�X LJ 2 Permit Fee: Sign Permit was approved: 'i/ S Disapproved: Signature of Building Official: a�- 414,, 114� Date: 7 /�16) Sign 1.doc rev.122801 w s h (M _ =4 Poor now Orr r" ANA f ! . ya y�� � •�lf� � in r F fir .*r ; �` .Z #i A i�j� 2�t • 1 l d r ' — '�Y•I 111 i• u v :gltr }s.: 7,7 4w'. {' �` sa s `� k_f • ar ��'�; �4� � ..�,�� off- ,§� aat ohs�• � � � {�� ��: � Y ,< s�. 'zs,« ;k-j ^^` a v } Q y. 4 y f'Yy f ✓,A.# '.yh T,Fit{� M� _ Ai{ N" °{, " m 3?„ ,>a, '�'Y xx:rn "'x�pMS. °-Y od 5,4�.•",9;• m4'", r r �` `" , �..t 3,,.:, �r„s..d,y?:•x,r ^'e,N� .. .., q�tn �, � "?``h}Mn *.,¢^... "4^ dr A fill e u a e ap max a e w s, ^-,>,_�' z<"• 1.XV S a' m ,....;v, a.#�... y, +;„,. " ,.. ...;.:F'^ „ r; t<. .. ....• ..�:.. -. , ,-:' "� e �S' �,.rs' "'��""" � �,Y;,:''.�r� yf" , ..;._.:-. =4+`�3 :-:t- ,.. <. ,;r'.rtt ,._... ,€" ,:!� m 4•a4-., # •-0,�s'y$ s y 'F4:. c <,"4,.� g,•�y f't+ .. A:.�c. ti..,.:. c'� * t` s,-r;vx, ... ., ,,::;, ,.t;,. .r��s •,.:"" a�.'�,. �:� �. :t,•_>.> '� .s � 5e , . i Polhemus Savery DaSilva ooaao © o © 12 December 2003 Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: 127 Airport Road,Hyannis, MA Permit#73065 Dear Tom Perry: I spoke to your office this morning to ask if we needed a special permit to remove the parking lot out to the road in order to do some landscaping at the above referenced property. I was told we did not, however we were required to provide your office with a copy of the landscape plan. Could you please contact me once you review the plan and let me know if this meets with your approval. I have enclosed my business card for your convenience. Sincerely, Linda A. Harding 101 DEPOT ROAD •CHATHAM, MA 02633 •TEL 508 945.4500 •FAX 508 945.9803 • PSDARCHITECTSBUILDERS.COM R„ �-':'� [�; 't ?.:, n ytS°' i Y i�?,.�b^.fi .€`�5�$; ".?�' <"3as,?�,w: <•� J,.i'^ .1 '�': c� +��u C Yk 2 - �q� Zak Ukamm .: Jti, ..,, :.v z,:'k't x;'kk a, P .;: 4S"^ :'S,:a *Y, ': .,..•k: u.x^eeM�,'':k x 7?,5'_it- w'.: #'+: oi t � S'w-ice ,n,�: ` �� �„j*��e. ° ,,. ��,, ; +� `.E.•;. �. {,�� .: � �'• f- „.: � .,.^�m < 1';. '3a:W ,�,;:. 'a3* 'y<,.'* �, x�+� i c ` v 1 Property Location: 127 AIRPORT ROAD MAP ID: 312/003/// Vision ID: 26076 Other ID: Bldg#: 2 Card 2 of 2 Print Date:05/22/2003 08:33 OWNER KNSALE,EDWARD H III TRS Description Code A raised Value Assessed Value COM LAND 3160 138,000 138,000 801 617 MAIN ST COMMERC. 3160 383,600 383,600 STERVILLE,MA 02655 O COMMERC. 3160 14,400 14400 Barnstable 2003,MA JI .......... Account# 230967 Plan Ref. Fax Dist. 400 Land Ct# Per.Prop. #SR Life Estate #DL I PARCEL A Notes: VISION #DL 2 GISID: 26076 Total l 536,000 536,000 J14FIF KNEALE,EDWARD H III TRS 8576/084 05/15/1993 U 1 259,000 L Yr. Code Assessed Value Yr. Code Assessed Value — Yr. Code Assessed Value FIRST AMERICAN BANK SAVINGS 7312/341 10/15/1990 U 1 650,000 L 2002 3160 149,000 2001 3160 149,000 2000 3160 135,106 SHIELDS,ROBERT M 2274/140 Q 0 2002 3160 383,600 2001 3160 383,600 2000 3160 255,700 2002 3160 14,400 2001 3160 14,4002000 3160 14,400 Total., 547,000, Total., 547,0 m 111';" -0-""liff"W"', • • This signature acknowledges a visit by a Data Collector or Assessor Year TypelDescription Amount Code Description Number Amount Comm.Int. g'x"'AW114 Appraised Bldg.Value(Card) 99,600 Appraised XF(B)Value(Bldg) 0 Appraised OB(L)Value(Bldg) 14,400 Total.I Appraised Land Value(Bldg) 0 Special Land Value NNW Lighting fixtures Office 1st fl Showroom 2nd fl Total Appraised Card Value 114,000 Total Appraised Parcel Value 536,000 Valuation Method: Cost/Market Valuation IN et Total Appraised Parcel Value 536,000 "W �BUILDINGPERMITRECORD" ia' �T' ME Permit ID Issue Date Type Description Amount Insp.Date %Comp. Date Comp. Comments Date ID Cd. Purpose/Result 5/19/1999 GB 00 eas/Listed B#I Use Code I Description Zone D Frontage Depth Units Unit Price I.Factor S.I. C.Factor Nbhd Ad Notes-Ad%S pecial Pricing Ad Unit Price I Land Value 2 3160 COMM WHSE B 4 0.01 SF 0.00 1.00 E 1.001003. 1.49 SPCL(OO)Notes: Total Card Land Units 0.00 AC Parcel Total Land Area: 1.00 AC Total Land Va1u41 0 Property Location: 127 AIRPORT ROAD AL4P ID: 312/003/ Vision ID: 26076 Other ID: Bldg#: 1 Card 1 of 2 Print Date:05/22/2003 08:33 m C aw ma m L-sk--- KNEALE,EDWARD H III TRS Description Code A raised Value Assessed Value OM LAND 3160 138,000 138:000 801 617 MAIN ST COMMERC. 3160 383,600 383600 OSTERVILLE,MA 02655 COMMERC. 3160 14,400 14,400 Barnstable 2003,MAW 9 NIT alm—W Account# 230967 Plan Ref. Tax Dist. 400 Land Ct# Per.Prop. #SR Life Estate #DL I PARCEL A Notes: VISION #DL 2 GISID: 26076 Total l 536,0001 536,000 KNEALE,EDWARD H III TRS 8576/084 05/15/1993 U 1 259,000 L Yr. Code Assessed Value Yr. Code Assessed Value — Yr. Code Assessed Value FIRST AMERICAN BANK SAVINGS 7312/341 10/154990 U 1 650,000 L 2002 3160 149,000 2001 3160 149,000 2000 3160 135,100 SHIELDS,ROBERT M 2274/140 Q 0 2002 3160 383,600 2001 3160 383,600 2000 3160 255,700 2002 3160 14,4002001 3160 14,4002000 3160 14,400 Total: 547,000 Total.1 5479000 Total., 405,200 N' , „� ,,�:; �YEMPIONS` �,,,, ,.. ; OTzR �1`E�S1IINITS�;�', ,"_ _ v_ w This signature acknowledges a visit by a Data Collector orAssessor Year Type escription Amount Code Description Number Amount Comm.Int. AA V10 P Appraised Bldg.Value(Card) 284,000 Appraised XF(B)Value(Bldg) 0 Appraised OB(L)Value(Bldg) 0 Total.I I Appraised Land Value(Bldg) 138,000 E an Special Land Value .,v MV!' A Custom Kitchens showroom and assembly Total Appraised Card Value 422,000 Total Appraised Parcel Value 536,000 Valuation Method: Cost/Market Valuation et Total Appraised Parcel Value , I 536,000 WM 7 FK AJ Permit ID Issue Date Type Description Amount Insp.Date %Comp. Date Comp. Comments Date ID Cd. Purpose/Result 31278 6/1/1998 NR New Roof 20,000 100 1/1/1999 5/19/1999 GB 00 eas/Listed B36294 11/1/1993 AC 2,000 0 HY ALTER. B36328 11/1/1993 AC 600 0 HY ROOF zzr'zirl B# Use Code Description Zone D Frontage Depth Units Unit Price I Factor S.I. C.Factor Nbhd Adj Notes-AdjlSpecial Pricing Adj. Unit Price Land Value 1 3160 COMM WHSE B 4 1 1.00 AC 100,000.00 1.00 E 1.00 HYII 1.38 SPCL(1.,U30)Notes:30 3SITE 138,000 Total Card Land Units 1.00.AC Parcel Total Land Area: 1.00 AC I Total Land Valu �138,000 Property Location: 127 AIRPORT ROAD MAP ID: 312/003/// Vision ID:26076 Other ID: Bldg#: 1 Card 1 of 2 Print Date: 05/22/2003 08 ,� -.. _ . .,, r_ CQNS7'R�CTIQNDETAIL_. _, ,. �-: �• � �� a M, Element Cd. Ch. Description Commercial Data Elements Style/Type 12 Commercial Element Cd. Ch. Description UST Model 96Ind/Comm Heat&AC 0 NONE Grade 0C Average Grade Frame Type 3 MASONRY 15 tones 1 1 Story Baths/Plumbing 2 AVERAGE 11 Occupancy 0Ceiling/Wall 8 TYPICAL BAS ooms/Prtns 2 AVERAGE Exterior Wall 1 IS oncr/Cinder /o Common Wall 2 Wall Height 14 Roof Structure 03 able/Hip Roof Cover 03 sph/FGIs/Cmp CONDOlMD,Bi�LHOMEDA_TA 'a Interior Wall 1 08 Typical Element Code Pescription Factor 2 Interior Floor 1 10 Irypical Complex 2 Floor Adj Unit Location eating Fuel 3 as Heating Type 4 Hot Air Number of Units $ C Type 3 Central Number of Levels /o Ownership Bedrooms 0 Zero Bedrooms Bathrooms Zero Bathrms ,, COT/MARKE , SAT a O 0 0 Full nadj.Base Rate 43.00 Total Rooms 1 1 Room Size Adj.Factor 0.96940 ath Type Grade(Q)Index 1.13 Kitchen Style Adj.Base Rate 47.10 Bldg.Value New 473,355 Year Built 1962 125 ff.Year Built 1980 rml Physcl Dep 20 uncnlObslnc 0 US con Obslnc 20 pecl.Cond.Code 3160 COMMWHSE 100 Specl Cond% 0400 FACTORY Overall%Cond. 60 eprec.Bldg Value '7QA nnn (IB OUTBCIILDING YARD ICE, IDS �f"/�FB, , Lzt ,"; E.X 'RA� ETQRE�rB,� '�;, ', Code Description LIB Units Unit Price Yr. Dp Rt %Cnd I Apr. Value 3- Code Descri tion Livin Area Gross Area EffArea I Unit Cost Unde rec. Value BAS First Floor 10,000 10,000 10,000 47.10 471,000 UST Utility Enclosure 0 165 50 14.27 2,355 Ttl, Gross Liv/Lease Area 10,000 10,165 10,050 Bid2 Val. 473,355 r QUERY PERMITS : QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 05/22/03 PERMIT NUMBER 66539 PARCEL ID 312 003 127 AIRPORT ROAD PERMIT TYPE BMISC MISCELANEOUS PERMIT DESCRIPTION MOVE STORAGE BUILD/MOVE TO NEW FOUNDATION CONTRACTOR PERMIT FEE 50 . 00 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 753 GROUP TYPE 1 APPLICATION O1/23/2003 EXPIRATION VALUATION 10000 . 00 DATE ISSUED O1/23/2003 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT I QUERY PERMITS : QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 05/22/03 PERMIT NUMBER 66810 PARCEL ID 312 003 127 AIRPORT ROAD PERMIT TYPE BREMOD RESIDENTIAL ALT/CONV DESCRIPTION REPLACE FOUNDATION& NEW 1ST FLOOR DECK CONTRACTOR PERMIT FEE 226 . 97 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 753 GROUP TYPE 1 APPLICATION 02/04/2003 EXPIRATION VALUATION 73216 . 00 DATE ISSUED 02/04/2003 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E)XIT 0—OCAL-ln®ova OF P RO PE Rvy (LINES AAA NOT AftCCQJ RAft-F[E STANDARD LEGEND / NOTE:not all symbols will appear on a map # 89 GOLF COURSE FAIRWAY 0 294 ® „`� EDGE OF DECIDUOUS TREES 1 ° ^- EDGE OF BRUSH 5 7 5\ f ORCHARD OR NURSERY /•\ 8, \ v—v—V—v EDGE OF CONIFEROUS TREES 58.3 f /' r�\r MARSH AREA �0 ® \ ••• EDGE OF WATER \/ / _ _ \ � /• DIRT ROAD \ DRIVEWAY PARKING LOT \ .0 NCj � PAVED ROAD / ° O P P 5 Ma 312 9 — — — DRAINAGE DITCH \/ / \•\6 3? T4 ————— PATH/TRAIL �\ Ma 312 \•\ 5.0 PARCEL LINE** file 1966 052 # #Ap l io-<— AIAP# MOP 12 860—` HOUSE NUMBER #i ® X 52.3 / 2 FOOT CONTOUR LINE 10 FOOT CONTOUR LINE Elmtton based on NGVD29 rJ/ 94 Ma / ;(a.9 SPOT ELEVATION U/ � # #24� STONE WALL E 3. Ma 312 AM 3 2 -x—x FENCE M0 2� T8 a RETAINING WALL Ma 294 a 294 #14 # g�F RAIL ROAD TRACK P �Q ® \ �— STONE JETTY 95 7` 4 Q #58 Q •""� SWIMMING POOL o j.\ ° �� PORCH/DECK 0 BUILDING/STRUCTURE ® F4=H— DOCK/PIER 55°3 / HYDRANT ' e VALVE O --MANHOLE D o POST C'' Furs POLE T O W N O F B A R N S T A B L E O E O O R A P N I C I N F O R M A T I O N S Y S T E M S U N I T o SIGN S STORM DRAIN N PRINTED SUUP:IN FEET *NOTE: Planimdd%to m and **NOTE:Tire rcai lines ore on — vegetatiart were mappedpb meet Nand of pa y graphic mpresemations DATA SOURCES:HanlnNMa(man-made Wwres)were Interpreted bom 1995 aerial PW%mphs by The James w e d property boundaries.They are not true locations,and W.Sewvll Compaq.Topography and vegetation were Interpreted from 1989 aerial pho4mphs by GEOD 0 UTILITY POLE ❑ TOWER 0 r 50 100 Map Accuracy Standards at a scale of do not represent actual relationships to physical objects Corporation.PlonTmetriq to,Tphy,and vegelahn were ma�ppped m meet National Mop Accuracy Standards 1 INCH—100 FEET* 1 —tar on the map• of a scale of 1"=100'.Parcel Tina were digitized from FY200.?Town of Barnstable Assessor's tax maps. � LIGHT POLE o ELECTRIC BOX G•�I,;tt,��� ,q^n y/7')!')nni f2•Zr,•n•) A11N The Commonwealth of Massachusetty =- Department of Industrial Accidents t � =��� •'—� • OfllCa 0I/�SIIBS!/ODS 600 Washington Street Boston,Mass 02111 Workers' Compensation Insurance davit name: UI 11C�� C I'i(1 iV�1�UV ) city SPX I�\1\P. ,tl"b� �a�9 � shone# 77/ ❑ I am a homeowner perforaung all work myself ❑ I am a sole prumetor and have no one workin gm any caaacit9 (�(] I am an=plover providing workers'�easation for ray empiovtxs World= ....... ..........:.::. ... ..:...:. :: ,.: ......: ... :.:....... oa job. .%4::.v:... . .......... ..... !. . . cato an ............... ......:::::::.. ::. . ......... :- :_::.,:..:.:.........:. .......... ... ........ ........:.......:.:.... ........ ...:.;vr!;{::y.:.{4 J. 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I do hcrrby certify under rh airct pent of perjury that the mfommon provided abovr u and corms Signature Date `' Print name otncial sae only do not write in this area to be completed by city or town oint:la] dt►or torn: Pe miNliemse0 ❑Building Depa tmem ❑Llcen i g Board ❑check if Immediate response is required ❑selectmen's 0M= ❑Health Department contact person: phone!!; _ ❑Other 111PI12:21111 MIT Urvum 9i95 PJAi • -/ - • •. . fl •11 . • 1• / • • . • . - . . • 411 • . • flat • • ' •••• -. . . . �1• / / .- ..ifl 1 11 . •1 .. .. 1 . •« .1• .• • .. . . .1 . . • - . . ism . • • • . ••. - • ' •• 1_ :1••J: • • 11 • 111 .r•1 • •• 11 • U_ 1 •r. - • .1/ Y. / • • • M 11• • • • - • • 1 1•• • • •• 1 1• •« .1• •11 • • 1�t •Y. �1.1• .1.11• • 1• • .611110 • t• • •• 1 1•• 1• $1 • 1 .11 1$1 .1•.1 •11.n•Il .YI • ' 1 • `I • 1 - �11• • • • • a• 411.19 • •., •It 1• • • •1 k off19-t .11 • •1/ •q 1 •Mt •sl jroj t• // •. •1 1., /• / I 1 • •�K/I - • 1 �11111 1 • 1/�111 • •i.••1 i• • • • �•••1• • �1 /. • .1 • •11 • Y.11� It .1 � •: 1" 1 1 1 1 • 1 1 I t 1 t 1 1 1 1 ' • • 1 • 11 1 1 1 • '11 1 -+. 1 1 1 / • 1 1 1 • 1 �, 1 ;Able /1 I t I • • • I 1 • 1 r 1 1 11 1 1 1 11 11 1 1 - • • ' /• •flat ••At •�1 • •t 1 • •• .11 • 14 •• 1•••: ••1 ', •11 • I -t 0 to-440 off 1• .11 •1.1• • • • • • • • • • • /. ••It fl - • - •r- • •1••11 $r' +♦ 1•• /I 11 •1 .11 r,- �• I/t �IIII�I 114 • • I • ., 1 . • 4 1• t• ••1•,�_Iw •Ill/•.1• `✓.0 •11 •• 1 • 1 r•Ilol• ..11 • • 1 .vl • II - •• •t .1 _•• • • ♦tu .0 flu .n • •s •1.11••11 1 d•I ••1 �y .I*legal I Is11 IUHI •tiw ail&LILyp/1 •t/ Kt{' • •• •• .•• -• • • � • •11�111 •r • •11 ••% «« •�114 ,•1 �•I11.1•II KI■ •11 • 11 11 J/r r• �, • '� • 1 •I J• 1 I • 1 •• • • 1 • • • • �1.11•I�• I• Ilr MI •1 1• • _ ' 1 / .1 11 .o• • r:•• flat • fll•11 • ••�.• {i• 1 1 11 , •r.1 •11 w/l •1 11 •11 ••Y. rM •.allA 11 • 1 • •• / .11 0 • ..� fl •11 •111 • 1 •1 of • i• 1• ••Y.111 '•11.•�1w r•II11/�•1 `•:1• •II • • • I 1 1 •V.s ••l w•1 .• go#dggles 0 do • •111.1 •.t �• • • 1 1 •.• • ••• • 1 M•1.11• �1• .11 l 1►•111/�• I ' 1 ' • •••�11• • • • •i• �ru •11 1 1• r•I•IY. • r • 1• / •• •s • fl1.11 r�11 111111 •ti 11 1 I • 1 ��1 • -41 $$also •-1 • - • ••• 14 1• • •11••�• • • • 1t. • to w • ••—1 .I• ••l • .•••�1I14 1 . of 1 1 11 11 I t 1 , 1 • . 1111 1 1 1 • t . t 11 1 � I1 1 a 1 I Y I e Town of Barnstable MASS Regulatory Services Thomas F. Geiier, Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement.removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: 6401�9 ' Estimated Cost Address of Work: Owner's Name: Date of Application: 29 I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law 0Job Under$1,000 []Building not owner-occupied QOwner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereb apply for a permit as the agent of the owner. 2�s10� l 1 f Date Contractor Aame Registration No. OR Date Owner's Name q:forms:Affidav �9 0 �2 @ �c��p• C. C t�s - d T1�1(LW,�,'„'� --'fl�vtl h.� � � � � --� `Pt 6 Q. VAT I r-�ci (t)a: ol 50 { � I c2" n C6 Q-4- R► g Q' a l C-4 06 ems¢, Ito . } rj VV ya G � � p mCA D 1� 0 5 OUTER RE.BARs 1M TOP V4 AND bO?YOM V* OF WALL- .5�7r WALL tH1CK14ESS QUARTER °- t NSI�C ,A e►Ce _ { W: VERTICAL HORIZ. ��� { DIFF�R£NT1AL o�'E5c� ce o = q'- u , 4� l4`0.t, C.L,, REbARS {t QUA Po1 1t� - N'f MUM t` '�`5 [ilia-�If1a keinforced -concrete basement wall. ., FA y Daniel E. Braman, P.E. o Q;-f t t,.,D t ht 189 Harbor Point Rd. l 2 P o aj QpJe. Cummagaid MA 02637-0361 �-�-�a0 0 ts, 1vC A. PrRasGC.T. 256p0'Z Cc.,dsstc VC f� �'�-- Co - 02 �2 E L tt�4 t 6'S VL, &W�=t rZST L oo.1Z E �UIt...� fti4 C© 5- . D� S TAZ � o L. T5 s L LA t OO�s . L.= 15 s L? ( 5 s LUz 3O �f 2�4 x 4-4 o cEv-- W Apt-LS SP,Q.►,t 2Co' c1. -q FL oo cz. ZZ,.' X, 'W A.LC- 2 d' W ot_ =- 2 x. 22 2 5 t 2v -k s L cod 5�•��C �CQ�� �jC � zoo 's � � ~ y o J . : V C' J 04 N 0 : :a , x , OQ o. � Op d _ 0 o ao G c� r ll. KIP5 PER LF EXW 1 bt'i' SPACb pUTER RE-BARS IN TOP y4 _ AND 150TTOM '/a. OF WALL « WALL THICKNESS K' QUARTER I POINT REbARS ��i. VERTICAL DIFFMNTIAL TO FIN. FL. REBARS J11i INDOOSZS QUARTER P01NT MSEM l�llIIG ,IT _ . _ H 11=��ll1to Unforced concrete basement wall. ,CIF'IEt- S o t L- EV�.LUA•Ttot4 PAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: ' Dan Braman, P.E. Job•: Two story Bldg. Airport Rd, Hya Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W14X90 Fy = 36. 0 ksi Total Beam Length (ft) = 26. 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 090 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 26. 00 1 . 400 1 . 400 0 . 000 0 . 000 1 . 760 1 . 760 SHEAR: Max V (kips) = 42 . 25 fv (ksi) = 6. 85 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flan(' kip-ft ft ft fb Fb fb F1 Center Max + 274 . 6 13 . 0 0 . 0 1 . 00 23 . 05 24 . 00 23 . 05 24 . ( Controlling 274 . 6 13 . 0 0 . 0 1 . 00 23 . 05 24 . 00 --- -" .REACTIONS (kips) : Left Right DL reaction 19. 37 19 . 37 Max + LL reaction 22 . 88 22 . 88 Max + total reaction 42 . 25 42 . 25 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 13 . 00 ft = -0 . 529 L/D = 590 Live load (in) at 13. 00 ft = -0 . 625 " L/D = 499 Total load (in) at 13. 00 ft = -1 . 154 L/D = 270 KAMSbbAM VL . 0 - vravity beam uesign Licensed to:, Dan Braman, P. E. . Job.: Two story Bldg. Airport Rd, Hya Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (Optimum) = W24X68 Fy = 36. 0 ksi Total Beam Length (ft) = 26. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 068 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 26. 00 1 . 400 1 . 400 0. 000 0 . 000 1 . 760 1 . 760 SHEAR: Max V (kips) = 41 . 97 fv (ksi) = 4 . 26 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flanc kip-ft ft ft fb Fb fb Fk Center Max + 272 . 8 13 . 0 0 . 0 1 . 00 21 . 26 24 . 00 21. 26 24 . ( Controlling 272 . 8 13 . 0 0 . 0 1. 00 21 . 26 24 . 00 --- -- REACTIONS (kips) : Left Right DL reaction 19. 09 19. 09 Max + LL reaction 22 . 88 22 . 88 Max + total reaction 41. 97 41 . 97 DEFLECTIONS: Dead load (in) at 13 . 00 ft = -0 . 284 L/D = 1097 Live load (in) at 13 . 00 ft = -0 . 341 L/D = 915 Total load (in) at 13 . 00 ft = -0 . 625 L/D = 499 BC CALC®2002 DESIGN REPORT- US Thursday, December 05,2002 09:- ` File Sil�gle 16" BCI®600s SP Name - BC CALC Project:J01 Job Name - Description - most cost effective Address _----__---------�/ Specifier - City,State,Zip - Designer - Joe Madera Customer - Company - Shepley Wood Products Code reports - NER 594,ICBO 5208 Misc - Standard Load-100 PSF 125 PSF OC Spacing 16" .a ,�. ri•,-_ -=t �,.}. �' v. BO,3-1/2" B1,3-1/2 1200 Ibs LL 1200 Ibs 300 Ibs DL 300 Ibs I Total Horizontal Length-18-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Du S Standard Unf.Area Load Left 00-00-00 18-00-00 100 PSF 25 PSF 16" 10 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 6750 ft-Ibs 85.4% @ 100% 2 1 -Internal End Reaction 1500 Ibs 89:6% @ 100% 2 1 -Left Slope 0/12 Total Deflection U430(0.501') 55.7% 2 1 OC Spacing 16" Live Deflection U538(0.401") 89.1% 2 1 Repetitive Yes Max.Defl. 0.501"(Limit:1") 50.1% 2 1 Construction Type Glued Span/Depth 13.5 1 Live Load 100 PSF Dead Load 25 PSF NOTES: Part Load 0 PSF Design meets Code minimum(1-/240)Total load deflection criteria. Duration 100 Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 3-1/2". The completeness and accuracy of Minimum bearing length for 131 is 3-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARDTM,BC OSB RIM BOARDTM, BOISE GLULAMTm, VERSA-LAM®,VERSA-RIMS, VERSA-RIM PLUS®, VERSA-STRAND—, VERSA-STUD®,ALLJOISTO and AJSTM are registered trademarks of Boise Cascade Corporation. II F t5 731Y et Daniel F_ Braman, RE 1 w 'S R Q Qom( 189 Harbor-Point Rd tz e octx CumnwquK MA 02637-0361 R o s c c.T, 40 7__. 2 44 . ZT�L-Z. t3G 1S4�7!> U rJ©cEV— W_ A:rt-lS IFLo0�2. W a LC_ 2 d' w 2 x �114 q o. off- K.24 XAe t Zcac� •Q- V� ��-x . 1 V-L c:,o Q. S e> v5T S f _L_J............ ..................... ... (Cl .......... ........... ........ ...... DD .4) o c .......... -Aim . IV tA to., 3 , l_ K!P5 PER LF F-XN 1 bl-T SPACE ou-rF P- IRP,BARs IN TOP V4 AND 8OTrOM '/4 OF WALL - I- , WAIL TNiCKNESS ' QUARTER ! 1701 HT _l—ijf — — MEWS � = ��z: VERTICAL DIFFMNTIAL REl3AR5 �' t TO FIN. FL. _If, INDOOI,S QUARTER t c & POINT lilt Reinforced concrete basement wall. A1F'jEQ. 'j-�- otU OJ�.LUF-Ttot4 RAMSBEAM V2 . 0 - Gravity Beam Design LiCensed, to: ,Dan Braman, P.E. Job: Two story Bldg. Airport Rd, Hya Steel Code: RISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W14X90 Fy = 36. 0 ksi Total Beam Length (ft) = 26. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 090 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 26. 00 1. 400 1 . 400 0. 000 0 . 000 1 . 760 1. 760 SHEAR: Max V (kips) = 42 . 25 fv (ksi) = 6. 85 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 274 . 6 13. 0 0 . 0 1 . 00 23. 05 24 . 00 23. 05 24 . 00 Controlling 274 . 6 13. 0 0. 0 1. 00 23. 05 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 19. 37 19. 37 Max + LL reaction 22 . 88 22 . 88 Max + total reaction 42 . 25 42 . 25 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 13. 00 ft = -0 . 529 L/D = 590 Live load (in) at 13. 00 ft = -0. 625 L/D = 499 Total load (in) at 13 . 00 ft = -1 . 154 L/D = 270 r RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: �Dan Braman, P.E. Job: Two story Bldg. Airport Rd, Hya Steel Code: RISC 9th Ed. SPAN INFORMATION: Beam Size (Optimum) = W24X68 Fy = 36. 0 ksi Total Beam Length (ft) = 26. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 068 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 26. 00 1 . 400 1 . 400 0 . 000 0. 000 1. 760 1. 760 SHEAR: Max V (kips) = 41 . 97 fv (ksi) = 4 . 26 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 272 . 8 13. 0 0 . 0 1. 00 21 . 26 24 . 00 21. 26 24 . 00 Controlling 272 . 8 13. 0 0 . 0 1. 00 21.26 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 19. 09 19. 09 Max + LL reaction 22 . 88 22 . 88 Max + total reaction 41 . 97 41 . 97 'DEFLECTIONS: Dead load (in) at 13 . 00 ft = -0 .284 L/D = 1097 Live load (in) at 13. 00 ft = -0 . 341 L/D = 915 Total load (in) at 13. 00 ft = -0. 625 L/D = 499 I BC CALCO 2002 DESIGN REPORT-US Thursday,December 05,2002 09:04 \ File =' BCI@)600s SP Name - BC CALC Project:J01 Job Name - Description - most cost effective Address --�_ Specifier - City State,Zip - Designer - Joe Madera Customer - Company - Shepley Wood Products Code reports - NER 594,ICBO 6208 Misc - Standard Load-100 PSF 125 PSF OC Spacing 16" 40 . ., r.�'�'` �. c.�,�. ,.;: �� •�. ...n,q, -ra�:s-.���r " f...,:r�.;,�. � �»-�_ _..sm'<� � a,`.ei,:,..� "�.'�,.�'4::"h�,�,..v;'�1�� ��i Aik BO,3-1/2" B1,3-1/2" 1200 Ibs LL 1200 Ibs LL 300 Ibs DL 300 Ibs DL Total Horizontal Length-18-00-00 General! Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 18-00-00 100 PSF 25 PSF 16" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 6750 ft4bs 85.4% @ 100% 2 1 -Internal End Reaction 1500 Ibs 89:6% @ 100% 2 1 -Left Slope 0/12 Total Deflection U430(0.501") 55.7% 2 1 OC Spacing 16" Live Deflection U538(0.401') 89.1% 2 1 Repetitive Yes Max.Dell. 0.501"(Limit 1") 50.1% 2 1 Construction Type Glued Span/Depth 13.5 1 Live Load 100 PSF Dead Load 25 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria. Duration 100 Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 3-1/2". The completeness and accuracy of Minimum bearing length for B1 is 3-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@,BC FRAMER®, BCI®, BC RIM BOARD m,BC OSB RIM BOARDTM,BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRAND7°', VERSA-STUDS,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. � C � I �� 0 � S� F'��y � , u G� 4y F -� � u �I � � ���� • k'O Q ;P►�..s 2 x 2 � O �� 'v :+t To.%�t ..w A.-� e..�.t. a0, Jjq (r �� E o , , d p NJ LF W 4R' CDS-+�. LiU$ r- ' ��.�U�_,►�5,�. �'c� gam. �� 1�S�.� ..p* �oll � �oU���Tt.a ST 1Loo� �.a-g o rat _:;t7 _ G �__ �N�4 ��'r,�t�-5� c.,E?.�►.�S _ca�z. �4u�-t,�_, .�.s c o ca s T _ V F Q #� s o� �P o � � i! v► v► � lf, i, 1 1 '� , '•'.' . I'' ' n r �,� r �. 9 wow _ ,....,')ill ,I p � ^I 1 .��, '.'� t �rr s� � •,'tea .. 3 �A 0. 0 r �� �p a n�- z s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2__ Parcel 04 J Permit# Y` Health Division 1310 4 -Fewr--4 ` 7/2 Date Issued th. ©— Conservation Division 3 C Application Fee - Tax Collector o f3�3 Permit Fee Treasurer PlanningDept. CANTMM OBTAIN'ASEwER p CONNECTION PERMIT FROM THE ENGINEKMG DIVISION PRIOR TO Date Definitive Plan Approved by Planning Board OONSTFUCTIOX Historic-OKH Preservation/Hyannis Project Street Address Village Owner Address Telephone d Permit Request e f Square feet: 1 st floor:existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain G roupdwater Overlay Project Valuation 169400 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_(sgJt) 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 0 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 7ofAeals Authorization ❑ Appeal# Recorded❑�� /�Commercial ❑ No If yes,site plan review# 4!����%�i� Current Use Proposed Use BUILD INFORMATION r f Name �4Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# --h V fc ?4 J(9 7� ooz ALL CONSTRUCTION DEBRIS REVS FROM T S ROJECT WILL BETAKEN TO � h SIGNATURE DATE 12, 62 ' FOR OFFICIAL USE ONLY s PERMIT NO. z r DATE ISSUED MAP/PARCEL NO. , ADDRESS ' VILLAGE OWNER - DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL GAS: ROUGH _ FINAL FINAL BUILDING a , DATE'CLOSED OUTT ASSOCIATION PLAN NO. 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MIAMI Faitm a to secure coverage as required mtder Section 15A of MGL 152 can lead to the imposition of criminal penalties of a ffae up to S1,S00.00 and/or one yeah' secubupre coveragonment es s re u eden as penalties in the form of a STOP WORK ORDER and a ffne of Sloo-00 a day against ma I miderstaad that a copy of th is statement may be fo the O1IIce o v atlons of the DIA far coverage verification ' 1 do hereby certify under t e es o 'ury that the information provided above is trru/. gone Date - Sigaature Phone Print name otficlal use only do not write in this area to be completed by city or town official permit/licetse# ❑Building Department city or town: ❑Licensing Board ❑Selectmen's Office ❑chec if immediate response is required ❑Health Department contact person: phone#; ❑Other fJmud 9195 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the `law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants ;. Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and an names, address and phone numbers along with a certificate'of insurance as all affidavits maybe supplying comP Y submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and A.(;: date the affidavit. The affidavit should be returned to the city or town that the application for the pemnit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the `law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the has to contact you regarding the applicant. Please _ affidavit for you to fill out in the event the Office of Investigations . be sure to fill in the permitllicense number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office,of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Invesligallons 600 Washington Street Boston,Ma. 02111 fax 4: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 °FINE, Town of Barnstable Regulatory Services '• BARNSTABLE, ' Thomas F.Geiler,Director 9 MASS. 039..,a`` Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-962-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost Address of Work: Owner's Name: T'/4 Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 OBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the o /3 Date Contractor Name Registration No. OR Date Owner's Name IN OF License CO BUILDPNG REGUI.AATip1 i NSTRlJCT10'N S 'up ER•1150 k, N!u���faer CS 016161 Bir� iiate7 QM�1945 , 663 Tr.no: 4330 Reii-rI gd low ROBERT F HAY E *° x O fq� . td6xl a 4 ✓lte L/pryry/p7pILlIJE000�b O ✓1u7 ' Board of Building Regulations and Standards C HOMiE INCPRO�VEMENT CONTRACTOR 3 hest€apron , 07 2004 to Corporation . { HAYDEN BLDG VRS� <i Robert Hayden PO BOX 496 ~` COTUIT Mills,MA 02635 kdpjj*trator - A. Jan 15 03 12: 44R CLRSSIC KITCHEN DESIGN 1 -508-778-0965 p. 1 CLASSIC KITCHEN DESIGN 127 Airport Rd Hyannis, TMA 02601 Te1: 508-775-30*75 Fax: 508-778-0965 FACSIMILE FAX TO- l FAX#: rL: > S DATE: #PAGES: from: Ted Kneale Jan 15 03 12: 44p C_ASSIC KITCHEN DESIGN 1-508-778-09GS p. 2 • � O1/14/2003 TUE 13:35 FAX 5089574508 NSTAR YARMOUTH 1A002 "NSTAR EL ECTfI/C January 14, 2003 Mr. Ted Kneale Kneale Realty Trust 127 Airport Road Hyannis,MA 02601 Re: 129 Airport Road#4,Hyannis, MA Dear Mr.Kneale: The purpose of this letter is to confirm that the electric service to the above address has been disconnected and removed. Please feel fret to call me at 781-441-3365 if you have any questions. Sincerely, Nancy L. en Mid-Account Executive Jan 15 03 12: 44p CLASSIC KITCHEN DESIGN 1 -508-778-0965 p. 3 SAN-07-2003 15:10 BARNSTA$LE WRTER COMPANY 508 790 1313 P.02/02 Bamstable Water Company 47 Old Yarmouth Road 83111011000#8160P l?O.BOX 326 ♦S-W Ca1(tTCW WAio.Ya.CL ��,.�'� Hyannis, MA 02601.0326 Office:508.778.9617 Fax 509.7N.1313 Customer Service:568.775.0063 January 7.2003 Town of Barnstable Building Inspector Town Hall Hyannis,MA 02601 RE:Service#3360, 127 Airpor.Rd.,Hyannis Dcar Sir. Please be advised that the above water service was shut off and the ineter removed on 10/11I00. The owner has informed us that he is planning to add a.new foundation to the existing building. Sincerely, Pl410��� John Radetnaker,Clerk Barnstable Water Company TOTAL P.02 f JAN-22-2003 WED 01 ,30 PM KEYSPAN ENERGY FAX N0, 508 394 5019 P. 02 U KeySpem Energy Dellwrry 127 Whites MIIt Snulh Yarmouth,kbs:achuutts 02004 January 22, 2003 " h11. Ted ►Cnctlie 127 Airporl. Road I lyannis, Mr1 02601 re: 129 Airport Read, Ilyannis,MA To Whom It %-1ay Concern: This lei ler is to confirm that all the mitural gas services to the above referenced property have been cut.and capped at the gambox. This work was completed by us on January 17, 2003. If you have any questions, I can be contacted directly at 508-760-7503. Sincerely,�.�f� wJa;-A Sally Sinclair Cape Operations I TOWN OF BARNSTABLE s '. SIGN PERMIT ` (; PARCEL ID 312 003 GEOBASE ID 23096 ADDRESS 127 AIRPORT ROAD PHONE HYANNIS ZIP. - LOT __. PARCEL __ BLOCK LOT SIZE _ ` DhVELUPMENT _._ ___ ..�__ _ . PERMIT 33995 DESCRIPTION CAPE COD SEWING CENTER (24 SQ.FT.& 5 SQ.FT. )� PERMIT TYPE BSIGN TITLE 31GN PERMIT 1, CONTRACTORS: - Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $35.00 BOND $.00 Ox THE CONSTRUCTION COSTS $.00 753 RISC. NOT CODED ELSEWHERE; * BARNgrABLE, * I MASS. i639. BU DI IVY ION Bli,/ / DATE ISSUED 10/13/1998 EXPIRATION DATE I 1 APPROVED IND RENDENT QEAaER Y IAG Y V VV ii VY ""AL AALO�a��nrr. Department of Health, Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner 3 qq5 Application for Sign Permit Applicant � f`� � Assessors No. Doing Business As: C �w CL,\ Telephone No. 771- as -3 Sign Location Street/Road: i a 9 ,r Po 4 NA %4 o oc s ma D O Zoning District Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property Owner Name: I-I- Telephone: 4:)9 300S Address•, 617 OtL\j A Feu i- Village: e r v k �e Sign Contractor Name: I V-e S k G o d Vti 0n/ Telephone: 7 _ i Address: 7 C - \o r ld rJ bf-\U& Village:V y A N 0 S 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? Y /No (Note.Bryes, a wirirlgpermitss required) I hereby certify that I am the owner or that I have the authority of the owner to make this applicaVion, 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 Ordinance. Signature of Owner/Authorized Agen • Date: O 9 Size• a7114/ f .l ! Permit Fee• -7,6•er V 1 G• . Dis roved• Sign Permit was approved- Signature / r Signature of Building Offi Date: Sign l.doc Ala act 4 l Y yON, l z C G 14 64 N -4 Qlb Off, IV -r�OW—OF BARNSTABLE ,4 BUILDING PERMIT PARCEL ID 312 003 GEOBASE ID 23096 ADDRESS 127 AIRPORT ROAD PHONE HYANNIS - ZIP LOT PARCEL BLOCK LOT SIZE � . DBA DEVELOPMENT DISTRICT HY PERMIT - 31278 DESCRIPTION STRIP & REROOF ( 100 SQRS. ) PERMIT TYPE BROOF ` TITLE BUILDING PERMIT ROOFING CONTRACTORS: HITCHCOCK, THEODORE L. Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $50.00 J' THE i BOND $.00 ,r CONSTRUCTIOW COSTS $20,000.00 753 DISC. 'NOT CODED, ELSEWHERE 1 PRIVATE P,(1l. + BARN STABLE, * i E B,UILDM VI Y Bt �a DATE ISSUED 06/01/1998 EXPIRATION DATE I� Au-;Nco1G M STABLE BUILDING PERMIT ii PARCHL-. ID 31.2 003 GEOBASE ID 23096 -ADDRESS 127 AIRPORT ROAD PIOWE HYANN I S � ZIP LOT PARCEL BLOCK LOT ►I ZE DT3A DEVELOPMENT DISTRICT PERMIT 31278 DESCRIPTION STRIP & REROOF ( 100 SQRS } PERMIT TYPE, BROOE TITLE BUILDING PERMIT ROOFING CONTRACTORS: HITCHCOCK, THEODORE L- � Departme t of Health, Safety ARCHITECTS: 4 and Environmental Services TOTAL FEES: w $tit '.00 � tNE BOND $.O0 CONSTRUCTTok, COSTS �20,000.00 �► 753. KI SC. NOT CODED ELSEWERE 1. INNATE P.0,. * BARMABLF, +► MA i6*39. BVILPIDIV .S'IO DATE ISSUED 06/01/1098 EXPI TION 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 OFTHIS 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. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT f 2 BOARD OF HEALTH 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 APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. I s I I I � I I I I � C I av r v � _ - z r � I TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 312 003 GEOBASE ID 23096 ADDRESS,i 127 AIRPORT ROAD PHONE t HYANNIS ZIP - LOT PARCEL BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 31641 DESCRIPTION CLASSIC INTERIORS 1@ 322 & 1@ 924 SQ.FT. PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $25.00 _ ME BOND .00 CONSTRUCTION COSTS $.00 �� 753 r---- MISC. NOT CODED ELSEWHERE * .>ARNSTABLE, MASS. FD MA'S B LDING DIVISION DATE ISSUED 06/18/1996 EXPIRATION DATE The Town of Barnstable = = Department of Health Safety and Environmental Services MASS Building Division 1639. �0 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collector 7T=P"V -+r J/(, /�c c (Application for Sigil Permit f Applicant: C�T J (C ���Cl �IU \d CS 6 I= V v�� Assessors No.�`l P Doing Business As: V`�S C�1�1 �S Telephone NO Sign Location Street/Road: Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? Yes/No PropName O �W � I V �/ t`-C Telephone: I Address:�nP `'V Ul J Village:C)M Sign Contractor (1( d Name: J �} J V�1 Telephone: , c Address:— ) 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 o (Note.ffyes, a wiringpermitis required) I hereby certify that I am the owner or that 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 b Zoning Ordinance. Signature of Owner/Authorized Agent: Date: l� Size: Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Offici Date: Sign 1.doc C RL A"R S S I C INTERIORS Importers of Fine European Antiques HOME FURNISHINGS & LIGHTING ARTIFACTS • RARE FINDS REPRODUCTIONS �� Cl Assl C INTERIORS Engineering Dept. (3rd floor) Map 3 l Z Parcel'. Permit#-,,, n House# ry5 _ Date Iss Board of Health(3rd floor)(8:15 :9:30/1:00 4:39 ee Conservation Office(4th floor)(8:30- 9:30/1:00-2:00 Planning Dept. (1st floor/School Admin. Bldg.) rnE Dpftnive Plan Approved by Planning Board 19 ; - _ BARNSTABLE. MASS 619* rrFO MAC�` TOWN OF BARNSTABLE Buildin Permit Application Pcttreet Address Village Owner Address ,gyp "Telephone ,6—— z, Permit Request / A. — (j tr First Floor square feet Second Floor square feet -Construction Type Estimated Project Cost $ J Q©®.06 Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No 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 No.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 Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name _ 1�,�i1'� Telephone Number Address A. Q, D—// License# Z/) 0[D(Ag ^ Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO oar SIGNATURE �tltl � =� �� / DATE 3 /170 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) t s - t ` FOR OFFICIAL USE ONLY , PERMIT NO. DATE ISSUED MAP/PARCEL NO. , ADDRESS VILLAGE OWNER DATE OF INSPECTION FOUNDATION 1 + 1 FRAME t' � � •. .. `• •; t i INSULATION FIREPLACE.' ELECTRICAL: ROUGH FINAL" PLUMBING:' ROUGH FINAL,' _ GAS: ROUGH FINAL . FINAL BUILDING � ��� �l4,1" DATE CLOSED OUT + ASSOCIATION PLAN NO. e ' f The Town of.Barnstable . 1 eut of$eg1th Safety and Environuien&I Services Departm Buflding Division 367 Main Start,H_ yaaais 1VIA 0Z60I w Raian-C! _Oc Z7 Butdi: -Fax 503 90-6=0 F` For airier use only � Permit no. Date AFF3DAVTT HOME IlVIPROVEIMENT CONTRACTOR LAW SUPPLEME:4T TO PERMIT APPLIG-177ON MG:. c. 142A re es quir that the arcconstruction, aite=tions, renovation, repair,. modern=: conversion, improvement, removal, demolition, or construction of as addition to any Pre-e owner occupied building containing at least one but not more than four dwelling units at structures which are adjacent to such residence or building be done by registered contractors, ;certain ezccptions.along with other requirements. Type of tiVorlc- Est Cost D Address of Want: Owner's Name ray 11Q Date of Permit Applic=tion: 4/-a I'hercbv certify that: i r' Re, istr%ion is not required for the following renson(s): _ Work=eluded by Iaw Job.under$1,000. Building not owner-occupied Owner pulling own permit. Notice is hereby given that: OWNERS PULLING THEIR OWN PF-17= OR DEALING WITH VNREGM71= PLICiB .E HOME MRO` ENT WORK� NOT CONTRACTORS FOR A ACCZcS TO-=,UWITRATION PRO GZM OR GUARANTY MG 142a SIGNED UND ER PEIYALZ'TES O1F PER.IURY for a permit as the agent of the owner. I hereby.a ply - C�atrsczar dame Resistrtion i`� ;6k Daze i ° ' HOM pRO TMENT- �eg .♦ly a+�t T_.onsan��IJTRA T.:r IO�E oV u oar One Ashburton Place' - Room 1301 Boston , `Massachusetts4,1621,08: ' ' HOME IMPROVEMENT 'C.ONTRACTOR I Y �Reg.istrati.on 108918 Expiration 0$/27%.98 - TYPe ;'Q8A i pp s z ._ 'f�omnxanaeal!/�..�faaaac�uar.!/a HOME .IMPROVEMENT CONT'RACTOR`. <. Registration '108918 x� TH'EODORE L . HITCHCOCK; E Type D8A Ezpira:tion r rlTHEOD.ORE L HI-TCHCOCK 1 I }08/21/98 r 'Y POBOx "2,1.1/55 L`ISA ":r , . BARN5TABLE' MA..02668 4 TNEODORE L �HITCHCOCK a4 ai ITCHCOCK 211/SS :LISA,LN a{ ADMwisTRATo RNSTABLE`MA 02668 ; ' _ _ - . w• . .. ,- s..R'.. ..xn"l rr..s _ ....r f+,' G;�a....,r_ yc.+. -. 4h�.2: f: Depurttttettt of lud ustriul Accid tux. i.wIN.� ! Ofliceallayes1lgallons ' b&J' ax/tillh11111 Street. - Buston.Muss. 02111, Worken' Compcnsation Insurance AMdavit at�;ilic nrinnfrGmm�tinn ' - Plc'tse PRINTTe��M?_ , 760 crrinn•n . tV nhnn +t I am z home H'ner performing all work myself. I am a sole proprietor and have no one work in_ in any capacity [ ► am an empiaver providingwori:crs compensation for my emptovees working on this job. ennin•im• n imt atldrr<c in�nr^nrr n U0 7,C%`7�7 9 r/9 [ Jm J--ole proorie:or. -vneral contractor. or homeowner tcircie otteJ ana have hired the can=c:ors listed below •a the roilowin_ worker:' compensation poiiee.: lama tn� -inthr- 1(i�trr«• - cnn,n'n% ,nine. all iirr<c• rill'• - .. nhnne d' - in-nr-•ire rn Att::n Uiditionai Sneef if necessity. F:uiurc to iccure covernze as requtrcu u ucr:colon-'A of h1GL 152 can Icad to the imposition of criminal penalties of a line up to SL`UO•ul' u.n r, Ca rc' impri%Unnicnt :o %%cil as cil ii pcnaltics in the form of a STOP 11'ORK ORDER and a fine of S]00.00-a day against me. !understan: copy rif-this s.wicnicut ma% Ue furor ardcu to the olrce of Im'estications of the MA for cavcrarc verification. %uo iterchr crmfr ucraer rile pains and pcnaitics ojpcdun•that the injormarion proriaea above is true uttd correct. c; z. /'t;'O�/�/��D h. lilt f,L .� �� / Date Phone 77 -7Z 5� �D atTtciai ►me univ du not write in ties area to be compieted by city or town ofGciai E permit/lieense re r-uuildinc!)cparimcnt "c»c it linen: Qtjectisinc Board staectmcn's Ufftcc _::ncci: ifimtnctiiatc respunsc is rcuuircd C Gt11cailh ucpartmcni phone ont;c: ncrciin: rs; of IME�M• . The Town of Barnstable BARMABIZ Department of Health Safety and Environmental Services ArF� �A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner April 1, 1998 Classic Kitchen Designs 127 Airport Road, Hyannis,MA 02601` RE: Roof Permit Sirs: It has come to our attention that a roof permit for your building has not been processed or paid for as of this date. The charge for this permit is$122.00. Your check in the amount of$122.00 should be made payable to the Town of Barnstable and mailed to the attention of the Building Department. Thank you. Sincerely, Ralph Crossen Building Commissioner RC:lb g980401a a T TOWN OFF BARgSTABLE SIGN PERMIT PARCEL ID 312 003 GEOBASE ID 23096 ADDRESS 127 AIRPORT ROAD PHONE Hyannis ZIP ' - � I LOT PARCEL BLOCK , -"LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 9712 DESCRIPTION BOG GASES PERMIT TYPE BSIGN TITLE", SIGN PERMIT. Department of Health, Safety � CONTRACTORS: and Environmental Services ARCHITECTS: TOTAL FEES: $75.00 �Im BOND $.00 CONSTRUCTION COSTS $.00 Q� ' �►tuvsTA�.E, + i MAS& �► OWNER KNEALE, EDWARD 9 111 E� A ADDRESS 375 PLEASANT PINES AVE CENTERVILLE MA BU'ILDIN DIVIS{IO/N DATE ISSUED 08/15/1995 EXPIRATION DATE B ' i i DIVISION APPROVALS FOR p CERTIFICATE OF OCCUPANCY f TO BE SIGNED BY EACH DIVISION HEAD UPON COMPLETION ' > 'i _ •.•• - DATE: BUILDING: COMMENTS:F PLUMBING: -DATE: COMMENTS: r; ELECTRICAL: DATE: P COMMENTS: GAS: DATE: COMMENTS: Y, f CONSERVATION: DATE: - r COMMENTS: OKH: DATE: COMMENTS: HISTORIC: DATE: COMMENTS: FIRE DEPT.: DATE: COMMENTS: OTHER: DATE: COMMENTS: TURN THIS IN TO THE BUILDING COMMISSIONER AFTER ALL SIGN-OFFS ARE. COMPLETED.A CERTIFICATE OF OCCUPANCY WILL BE ISSUED AT THAT TIME: ' OWN O °l A '�'TABLE SIGN PERMIT -PARCEL ID 312 0©.3 , GEOBASE ID. 2309 16 ADDRESS F�127 AIRPORT :ROAD PHONE Hy-rnnis 'LIP w LOT PARCEL BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT -9712 DESCRIPTION BOC GASES PERMIT TYPE BSIGN TITLE SIGN PERMIT Department of Health, Safety CONTRACTORS: ' and Environmental Services ARCHITECTS: : _ 0 TOTAL FEES; $75.00 THE BOND $.00 CONSTRUCTION COSTS $.00 03 *. HARN3TABLE. w . OWNER KNEALE, EDWARD H -I I.I . ,y Ep A ADDRESS 375 PLEASANT PINES AVE C.ENTERVI LLE MA 4 By rLDING DIVISION DATE ISSUED 03/15/1995 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 1 I 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I 2 BOARD OF HEALTH I I I OTHER: SITE PLAN REVIEW APPROVAL j WORK SHALL NOT PROCEED.UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. 508-790-6227 I � C rn - �I r � � � - z � � v The :Town of YBarnstable permit no Department of Health, Safety and Environmental Services B/1DMAM1$CABM Building Division date J1 5' 9� 69.��� 367 Main Street,Hyannis MA 02601 fee J 406 Application for Sign Permit Apphcant: BOC GASES, Assessor's no. � - Doing Business As: BOC GAMS Telephone_ 778-0316 Sign Location street/road: 127 Airport Read. Zoning District Old King's Highway District? yes no ) Property Owner Name: Ted Neale Telephone Address: 129 Airport Road Village Sign Contractor Name: Knight Signs Telephone 617-340-1500 Address: 124 Bridge Street Village N. Weymouth, MA Description Diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign to be drawn on the reverse side of this application. Tr the. Clan t(1 he PierfT1fiPIj`I .,Pc nr% x (Note: if yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make application, that the ;rfo n-nat.o::is co-:ect and that the use and construction. Shall conform to the provisions of Section c inn 4_3 of the Town of Barnstable Zoning Ordinances. �? --P Dat Signature of Owner uthorized Agent Size (sq. ft.) Permit Fee . Sign Permit was approved- °� disapproved: Date Signature of Building Official 'L TRANSMISSION VERIFICATION REPORT .� TIME: 01/11/1995 00:40 NAME: BARNSTABLE BLDG DIV FAX 1-508-790-6230 TEL 1-508-790-6227 DATE,TIME 01111 00: 39 FAX NO. INAME 97781922 DURATION 00:00: 48 PAGE(S) 02 RESULT OK MODE STANDARD ECM C..A Department of Health Safety and Environmental Services ;t Building Division B1 � 367 Main Street,H)wmis MA 02601 Office: 508 790-6227 Ralph Cr== Fax: 508-790-6230 Bm7diag Ce"missione PLEASE FORWARD THE ATTACHED PAGE(S)TO.- TO: �1 ATTN: FAX#: '7�7 f --/ Jc o2 a. FROM: � - DATE: PAGE(S) (EXCLUDING COVER SHEET) i 0AW�%% SOC GASES Rich Zamachal Branch Manager 127 Airport Road,Hyannis,MA 02601 Tel(508)778-0316 fax(508)778-1922 B 0 C GASES �C�� . es 7T j ELM o�� s16A/ s e f� � ti ���ti s Pk,,�s +11 6v IVY Ae&a/llecb T /%/////1Z11 BOC GASES NIF,OC FROAj r` i ��}} I,n r _ � _ A._ � 'gip l AWZ711,,,Y R C 0 •~ (irROA/r) AI RCO r i1EGYEiIf�',s'i10 - V r a BOC _r. 1. New SIDE o Daniel E Braman, PS- - -- n 189 Harbor Point Ril (2`j d QPo�.T ` A•Q Cwnmagrud MA 02637-0361 AIS -- R1t,-lG• V4•S._u � BYO©.. S • �3 ash " �c�r�.�_�-c_._ ��So v ►.-� cam' ��-.. G I�'��R.l c�� w -5 _ .. .. �R L �u � n p L 14 TOWN-OF BARNSTABLE 22336 Permit No. ----------------- t 7,a1f7.Y6 Building Inspector rua Cash ------- --- . 00 i6jq•' �p '' �0 YPY r•�Q -- _- OCCUPAhICY PERMIT Bond ___ i "No building nor structure shall be 'erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Shield Management Co. Address Rte. 132, Hyannis Airvort Road �. Hyannis WiringInspector Pe ctor ��.�- I Inspection date Plumbing Inspector Inspection'date Gas Inspector � Inspection date tagngineering Department rY Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. t ......................... /' Building Inspector_._. t ^s Assessor's map and lot number ".. ..... ......... 'Sewage Permit number ......9 ��...............:.......:.. SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE �QyoFteeto�o 1' OWN OF T AID, w .w BARNSTAIILE. 9� NAM pY�\e0� TBUILDING AS.PECTOR y 5 241 G/.�r�e APPLICATION FOR PERMIT TO ................ ............... ... .............. .....:................................... ......... �`C � �EJ�C� . TYPE OF CONSTRUCTION ...... ..�...........:..��fi:.:....... ..............................:..................:............................. ..................................... ........19. • TO THE INSPECTOR OF BUILDINGS: The undersigned reby applies fo ape mit according to the following information: Location ............... "' "'� G `��.. `............................ a................................................................... ............ .... ........................... ProposedUse ..L.......:... .....:................................................................................ ..........................................................: ....... Zoning District ...... ....... ....... ......................... ..... .....Fire District ...... /� Ae.-Aei Name of Owner ............................�� ear ............ .......Address Name of Builder ....�' .........................................Address ....sP�ea -P-+ ........................................................... Name of Architect ................Address Gsea/l Number of Rooms ............��.............................. .........:........Foundation .................... .................................................. Exterior G•'v f � .....................Roofing ....�. ... ... ....................................................Interior �`�e ... Floors ............:............................................................. Heating ......<. .� G �.......... .... ..4'�.``... .........................Plumbing ...... ............................................................. Fireplace .............................................Approximate Cost D �v��.yl........................../.... Definitive Plan Approved by Planning Board ________________________________19________ - Area .. `?.. . ........................ Diagram of Lot and Building with Dimensions Fee � .............................. 5 SUBJECT TO APPROVAL OF BOARD OF HEALTH f l I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 41, Xoi Name ................. ........................ - ` 9BZICLD MANAGEMENT CO, , 'f ' v ') i -o .2.235.6- Permit for Ot�f��� Building.-.l ---.. k � --�Comous��oic�I. Building ------.. . � . . �i� t Road Location --..�����...—._----------- , ` ^ ' � - ��Hyannis � "n"` -'-''~-~' ^^-^'--'-^--'--------- 1 ' * � Shield Management Co. . � Owner -------...��..� .���-...--.---. ' Frame Bzio]x Vene z Type of. Construction .......................................... . ' ---..---^.-..-._--''--.-.-.--..—.-. . � 4 Plot ............................. Lot ----.------. � 6 _ , Permit Granted .......... ..2l~___'lq 80 . ` ^ / . � Date of Inspection ....................................lg D6te Co olete6 lg , . . . 7 /0 � . ^ - PERMIT REFUSED | . � �� ._._.. .......... .....................� ,__.,_~,�,,,._.. ' _ . ~.~- � �'_-...........-----. . . " l . .-.~. ............................................................. '-'-'��' ''-~'^^^^`^--'`--~^^--'-^''^-' � Approved ................................................ lA . ' . ' -------'-''-----''~~^^^-^-~-^^^^- ^ . ^ --------.----,.-------..--.^-' - � | � | ' _ Assessor's map and lot number .......................................... Sewage Permit number . y�F7NEtO�y TOWN OF BARNSTABLE �Q O Z SAWSTULE. i "6 9. BUILDING INSPECTOR O p MFY a APPLICATION FOR PERMIT TO ....................................................... .................................................................. TYPE OF CONSTRUCTION ......:..:.!.:` ''...................................................................................................................... ................................................19........ 1 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: • r • Location ....................................................................................................................................................................................... r� t Proposed Use r � —' Zoning District -'� ". .......Fire District • ���� ,r rr 5 Name of Owner .:..4 !...`" ! `�'.!`7Y@r''- U Address ......f:.........................'mil ................ ...... ................................. ................................................. Nameof Builder :.........I.... .:.. .'...........................................Address .... ........................................................................ Nameof Architect ................................................................Address .................................................................................... r�.................................................Foundation .7� -r. w Number of Rooms ................. ................................................................. Exterior Roofing ...�............. ��� .yf?f.( .....1. ............................. ........ /... ............................................................ r Floors ....Interior ......................... Heatingr....................................Plumbing ..................?.............................................................. 61 Fireplace ...................... ..............................Approximate Cost ................ .................................................... Definitive Plan Approved by Planning Board ________________________________19________ . Area .......................................... Diagram of Lot and Building with Dimensions Fee 1' '............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 4 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .............................. ............................................... A=312-3 t SHIELD MANAGEMENT CO. G� No ..223.5.6.. Permit for Office Building ti w Commercial Building ......................... Location Airport Road Hyanniso, Owner ...Shield...Management..Co ........ `J. Cd� Type of Construction F raMe/.Br.i.Ck...V.eneer [ -19�1//k Plot ............................ Lot ................................. Permit Granted ......... ..July...ZI.........19 80 Date of Inspection .....................:...... ......19 4 Date Completed ......................................19 r PERMIT REFUSED �(�. L- ............................................ ......... 19 .... �' �� .................... 5 4 u 4,�� . ........................... .......................... .... ........... ............ 44 Approved ............ ... ............ 19 F ..................... ......................... ............................ S r� 1 "DEPARTMENT OF PUBLIC SAFETY P47ARTAOENT OF PUBLIC SAFETY ..1010 COMMONWEALTHONE ASHBORTON PLACE AVE. ; BOSTON,MA 02108 I' BOSTON,MASS.02215 lFe LICENSE �1 !LTCENSt- CONSTR. SUPERVISOR i 1 CONSTR. SUPERVISOR i EFFECTIVE DATE LIC-NO. EFFECTIVE DATE LIC-NO. 0 6/3 O/19 9 3 005610 0 l 0 0b/30/1991 y - 00561'0 J AMES LOMBA RDI o t. 95 STETSON ST DAMES LOMBARDI yYA1VNIS P1A G2bC11 Z 95 STETSON ST m NYANN.IS . '4A 02601 _ ' NOT VALIO;UNTIL SIGNED BY LICENSEE AND OFFICIALLY r STAM10' "FOR-SIGNATURE OF THE COMMISSIONER NOT VALID UNTIL SIGNED BY ` • - LICENSEE AND OFFICIALLY STAMPED I OR SIGNATURE OF ` COMMgSI NER : !� i SI TURE OF LICENSEE 1J (( - l�Yj ((3 „ SIGNAT RE�QF DCENSEE I NER IS NE ii 21.�((/{(fy 1/14BWIt�M�CN11" d1HAlt90lu/ea.1.(/E 0��7"Rdd(ultuJe(�J 'DAI1iEit's`"Ltd' HOME IMPROVEMENT CONTRACTOR Registration 101973 L >® ! Type - INDIVIDUAL I; r e-me I Expiration 06/30/94 lames Lombardi Ju� Y �t� y I 95 Stetson $t ,} '"' Hyannis MA 02601 ADMINISTRATOR ,i- -- � � � � 1 � � A � �� �4 I 1 � I I � Z � � a � � � � � ,� o � , �� � � � � � . r � Assessor's office(1st Floor);. Assessor's map and lot number Oa,3.' i poi THE, to` Conservation(4th Floor): `—s 3 fr' 9 ud SYSTE1f `�P ♦w Board of Health(3rd floorj: INSIEALLEID IN C Sewage Permit number Pam WITH Y��.L rua Engineering Department(3rd floor): 4 '��°' H >a 7 a: . se number � • Definitive Plan Approved by Planning Board 19 TOWN REGULATIONS .✓APPLICATIONS PROCESSED 8:30 9:30 A.M.and 1:00-2:00 P.M.only ' TOWN OF BARNSTABLE 3 :BUILDING INSPECTOR APPLICATION FOR PERMIT TO r TYPE OF CONSTRUCTION �i6'O4�»� G GG! /',r�� p• A/oy r� 19 G TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the followinq in rmation: Location o2—7 df Proposed-It se Zonrngtnct /�� Fire District Name of Owner ,Qlt' d Address' Name of Builder S yn 6�� 1 Address QS s�� �SDh ?�(44 r175 /a4 Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Gzh � Interior G ���i G` .►ZJ��C� m� ,v e Heating �= L��1r�L Plumbing Fireplace Approximate Cost ;2j Area __ Me Diagram of Lot and Building with Dimensions Fee �® a; xJS Tlh� STa,<� ' AS+L 'Q S ro/t v t OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby�fagree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Siipervisor's License AIRCO No 36294 Permit For BUILD INTERIOR OFFICE f` Comm rc,i a 1 Location 127 Airport Road Hyannis ; Owner,,. Airco - - Type of Construction Frame - P Plot r Lot - - Permit Granted November 5 , 19 93 Date of Inspection: f T I Frame 19 Insulation 19 Fireplace 19 Date Completed 19 r ' ! • i S Assessor's office(1st Floor): r - - Assessor's map and lot number 'Od Oi THE>O Conservation(4th Floor): ! •7 � - � � � ��� :� ��' � Board of:Health(3rd floor): ? �_ • Sewage Permit number ) r:• 3sar3T uc Engineering artment(3rd.floor) k F g t '� - �o �s Dep 79. \O�' House number Rio Osv Definitive Plan Approved by Planning Board ' f i f 19 APPLICATIONS PROCESSED 8:30 9:30 A.M'and 1:00-2:00 P.M.only TOWN z OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF,CONSTRUCTION W� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the folio ing information: (r�� Location ' V Proposed Use Zoning District C � Fire District 7�410 Name of Owner I Address- Name of Builder E WA t M LAV. Address Name of Architect Address Number of Rooms Foundation ArExterior Roofing , S l L Floors Interior o Heating Plumbing Fireplace Approximate Cost n Area Diagram of Lot and Building with Dimensions Fee Ain " Rkv?A OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstab a re ardi g the abovef construction. v 4� Name �-�1 , Construction Supervisor's License 0/0 g?12, CLASSIC KITCHEN DESIGN No 36328 Permit For Build Shed type roof Commercial Location, 127 Airport Road Hyannis' Owner Classic Kitchen Design Type of Construction Frame Plot Lot i 19 y3 November 16 , t 1 Permit Granted � • Date of Inspection: Frame 19 ; Insulation 19 Fireplace 19 Date Completed --9/30/9 2' 19 • i " n 4 I i t L I : �'I i QSYI�"1: 21�U1� i I KIcvl(`;� L ���., 1 t� ; : i 1 a , I� hkQL v t u, J I i 1 � ) ,; I i ( •1 I o� ntiZS I��`" i ,�. - I f 1 I Ir^r �J S r I 0 1 QI 3. III I � : 1 i i I 1 - 1 116.5 I I. I I' n : t ' b i I �7 1 I i I l - i - i - I i — I — 1:. I 1 111 U : I I M i- I I .a - i I 9 I - h- I I o i1 - �J AV AA . { ..;. I ,a r r- I ! 1 1 I I I - i -V 14 - 'I� • t , } J I .r ,.,,•.. ._ .. .. 1. _ i 1 i I t • : � , . --., 1 i ; !.. . : I I. , ,.a � ., 1s?c''h. T'Q - - _ ,.:. 1 r. '�•�:.-r Q0� : : � •; .lit,,,. : F - I i ,T. , ?� -� T - a i t : •b I . . I • j � QP6 1 11 . , 1 ��a 1 h`a: h VA i _ Fh phi � • � ,.���I .V � 1 ., '};� ..� .� � .,'-"� _ t(�Li15N� I � � '� --1 r, Y Z I 'j. _ •b _ tee' i . . . .I.' j �. �''�, -c3 �� •hl i `1�sca^j� III` .. : cl Ll y7 TI��7 lfF ------------- 1 i i � 1 �9 1 C"�•�I� Jf�t tsI thh hi- 1$'� I I 011� ; ; it `• 0 � i ' " . I , . : , IN 1h h bbf I ho �n N era I i' ti • 1 Q _cw w C 04. C�CI -4 Ll TA LE Ta --...........cl , � t ..r„y�,.-�,•�,+._� ;.�_ .� _ _ .- -�.... .r_ 2._�._ �. (_,yam, -- - � - - �: 7� 4� I L °N to AlI L-1 , IM 14, nN 7- ,�70�1 a. . r: r A a V' i r . 5 j 1 it � i4y,%mmis 8 1�� 2 m � o P r z z cn G P v c i a v n� � H < m m A " F�1 r � X o0 ^ m p °° n m z n � P � m m MN -{ w C o A 0 � %MH� c P H U) rJ - NM v r m -- — N 9 JV 1 O A� • t � mn n � � m Mzn 0 > P C --I P ~ z0m p M > -j POZ > omm v m ch eb a o Polhemus Saver DaSilva � rn SIGN FOR: i y W M z 101 Depot Road Chatham,MA 02633 CLASSIC KITCHENS & INTERIORS a Ph 508 945 4500 Fax 508 945 9803• •Psdarchitectsbuilders.com.email:info@psdab.com AIRPORT ROAD t-/ HYANNIS, MA v r 151 i� =`+\ w+r.2.nw•-f1M y Yw-. r V / e.�• .wu^..Rq..s � .�^J �r..w—r�r.. Y • ' ' �\1 .. .ram•.... �� - Ir.•.`..^. .. t --� _ .,,raw-e...-..-+.......-...... �R� tl Eff C - _ - �, , p I INN' Pat TFF l�f ...- - _ .u.•w.L p.. i ilrt z P®lhemus Saver y DaSilva rn SIGN FOR: 7C W Ln D� 101 Depot Road Chatham,MA 02633 Cc-- CLASSIC KITCHENS & INTERIORS Ph 508 945 4500 Fax 508 945.9803•www•psdarchitectsbuilders.com.email:info@psdab.com AIRPORT ISM e f"A BLACK, CAST METAL LETTERS, TIMES NEW ROMAN TEXT, SPACER-MOUNTED INDIVIDUALLY z a �104 CLAS S I C KI TCHENS I N T E R I O R S ° wo z � 5Q- Q• Q- Q• Q. Q. Q. Q- p. Q- p Q- Q. Q. p Q.p. Q. TITLE: 221-011 SIGN DETAIL j oe r SIGN DETAIL SCALE: 1/2"= V-0" o A A E E 0 u a tt , � sue+ L i 8 2"x 1"CAST METAL LETTERS PAINTED BLACK M MO M co N Ln O Ln SPACERS cD ° Ln SPACER MOUNT STUDS U o w Ln ADHEVSIVE CEMENT BED O a a oLn 0 or a File No. SIGN.dwg MOUNTING DETAIL Date 03.25.04 SCALE: 3"= V-0" Sheet No S Km I W Ev. LL v O z 1 __ r .._ -- — •— -!L. __,_ ` P? ( { i i TITLE: PAO ! a € SIGN DETAIL. EG . ATt6 ter` C L ASS I C KI T C H E N S & I N T E R I 0 R S r o fit Ln co { ° I { i ' ► ? i � Ln Ln I 1 Jt4 i L — - � { 10 � i 1 o Ln _ I l i VVV ai o0 4 l / ••.. /, p rW1 0 •c { l ! File No. SIGN.dwg ` - Date 03.25.04 ( Sheet No .C � fir`. era' •.`!1� /� • Lam© ar i _ lS KmZ { SITE INFORMATION 47'94 kW(DC.} PHOTO CS, `� SITE NAME/ADDRESS: CLASSIC KITCHENS DESIGN :,ONS'ISTII�TG OF_�ZOQ):ZS WATT:PANEI.,S,. - 127 AIRPORT ROAD HYANIS, MA 02601 CONSTRUCTIONDRAWINGS;.FOR WHITMAN CLASSIC KITCHENS,..DESIGN ` 116 TICES LANE, UNIT B-1 EAST BRUNSWICK, NJ 08816 12/"Ali ..ORT RDA D':_ TEL: (732) 390-5858 FAX: (732) 390-9496 HYANIS,.MA'02601> KEY MAP SCALE: 1 "=t1000' F, AviO �'s 4T..IN�lP �`✓�1�� a r APPROXIMATE y j SITE LOCATION hYa.✓'},..— �� !• Fr 'ew. Y%,.:.'q� - SEAL.• u2 E F' N r' fi ° ,r �v, 11 , .. ^ 'r�'"1 ' -, .,. Sheet List Table I ';; ,• Sheet Number Sheet Title < T-100 TITLE SHEET T-101 NOTES AND SYMBOLS X SITE MAP 1F C 100 COMMONWEALTH OF MA E. DATE SSACHIISETTS D-100 EQUIPMENT DETAILS �Mn18 4 +'0 .H�.. ti PROFESSIONAL ENGPIEER CIVIL/48704 _ ,r FAR ,o D-101 GROUNDING DETAILS DRAWING NOTE- / v to/•B a'1em' 1. IF THIS DRAWING DOES NOT CONTAIN 'A t a: r r� Is'P,o' D-102 GROUNDING DETAILS THE RASED SEAL OF THE PROFESSIONAL ENGINEER, IT IS NOT A D-200 PANEL MOUNTING DETAILS VALID DOCUMENT AND NO LIABILITY IS AERIAL MAP SCALE: 1 "=f200' D-201 PANEL MOUNTING DETAILS ASSUMED FOR THE INFORMATION ,;. THIS DRAWING HAS BEEN PREPARED D-300 EQUIPMENT TAG SCHEDULE 2.AS AN •D' SIZE DOCUMENT. DO NOT PROJECT WI D-400 DECK MONITORING DIAGRAM SCALE THIS DRAWING IF IT IS PLOTTED _ PR AS ANY OTHER SIZE. SITE E-100 ELECTRICAL SITE PLAN E-200 PHOTOVOLTAIC SYSTEM ONE LINE DIAGRAM _ - F E-201 PHOTOVOLTAIC SYSTEM ONE LINE DIAGRAM (PV-1 & PV-2) ' N PHOTOVOLTAIC SYSTEM ONE LINE DIAGRAM (PV-3 & PV-4) ' E-300 OVERALL SOLAR ROOF PLAN NO. DATE: REVISION DESCRIPTION O 9/28/11 NOT FOR CONSTRUCTION Ll Ll W Z BEFORE YOU PROJECT.• DIG 47.94 kW (DC) e STOP PHOTOVOLTAIC SYSTEM CLASSIC KITCHENS DESIGN a CALL 127 AIRPORT ROAD i PROJECT NOTES: 6. REFER TO THE SUPPLIED MANUAL.WHEN INSTALLING MOUNTING 800-272-1000 HYANNIS, MA 02601 1. THE APPLICANT PROPOSES TO CONSTRUCT A PHOTOVOLTAIC ROOF HARDWARE ON THE ROOF.' p MOUNTED SYSTEM. 7. PROPOSED SOLAR PANEL SUPPORT FRAMES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND STRUCTURAL BLOCK. e 2. THE LOCATION OF PROPOSED ELECTRIC UTILITIES ARE SUBJECT TO THE REQUIREMENTS, TO BE PROVIDED UNDER SEPARATE COVER. U FINAL APPROVAL OF THE APPROPRIATE UTILITY COMPANIES. SCA AS SHOWN .TASK: 1 9/27/11 PROJECT Ne: 110812T 3. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION FOR THE SITE Y.• Y.. o IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: CODF REQUIREMENTS• DRAWN B J,1V, RMEWED B C.R. A. CURRENT PREVAILING MUNICIPAL AND/OR COUNTY SPECIFICATIONS, DRAWING 7/TLE: STANDARDS AND REQUIREMENTS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL PERTINENT MODULES ARE ORIENTED AT B. CURRENT PREVAILING UTILITY COMPANY SPECIFICATIONS, STANDARDS AND CODES, REGULATIONS, LAWS AND ORDINANCES AS REQUIRED BY THE STATE TITLE SHEET o REQUIREMENTS. OF MASSACHUSETTS AND LOCAL AUTHORITIES HAVING JURISDICTION 176' WITH A 5° TILT FROM N 4. THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION INCLUDING BUT NOT LIMITED TO THE HORIZON. COORDINATE DRAWING No.: Z., DRAWINGS UNTIL REVISED TO INDICATE 'ISSUED FOR CONSTRUCTION." •STATE UNIFORM CONSTRUCTION.-CODE,REGULATIONS:'. T— 00 5. ALL INFORMATION SHOWN MUST BE VERIFIED PRIOR TO USE FOR,-.' •2009 INTERNATIONAL"BUILDING'CODE° WITH. DRAWING E-300 CONSTRUCTION ACTIVITIES. •"2009.INTERNATIONAL'MECHANICAL:.CODE.'. TtrfCOPnNGOR REUSE OFTH/SDOCUMENl;OR'PORT70NSTt/EREOF W/TNOUTTHE SHEET NO •.200B..NATIONAL�ELECTRICAL CODE.: WR/TFENAGR£EMENTOFWH/TMAN/SPROHIH/TED COPYR/GHT2011,WH/TMAN ' •NATIONAL;FIRE PR07ECTION>.ASSOCIAT10N1+70E DON0TSC4,Lll lSORAW/NG:• 1 OF 15 .,.. ... ,-tea.._. - ....•e ,.,..,, .: r,'y_ - . I r GENERAL SAFETY NOT • GENERAL INSTALLATION NOTES: ELECTRICAL NOTES: TYPICAL SYMBOLS TYPICAL ABBREVIATIONS - St. WHEN LIFTING THE CRATES OF PHOTOVOLTAIC MODULES Cl. THE INSTALLATION CONTRACTOR IS RESPONSIBLE FOR E1. IN EVERY PULL BOX, AND IN ALL PLACES WHERE WIRES MAY NOT BE READILY CIRCUIT BREAKER A AMPERE ONTO THE ROOF,BE SURE THAT THE ROOF IS CAPABLE OF INSTALLING ALL EQUIPMENT AND FOLLOWING ALL DIRECTIONS IDENTIFIED BY NAMEPLATE MARKINGS ON THE EQUIPMENT TO WHICH THEY 2❑ AMPERE(S) SUPPORTING THE ADDITIONAL DEAD WEIGHT LOAD OF THESE AND INSTRUCTIONS CONTAINED IN THIS DRAWING PACKAGE CONNECT, THE INSTALLATION CONTRACTOR WALL BE RESPONSIBLE FOR N0. 2 OR AS NOTED AC ALTERNATING CURRENT IF CRATES AND THAT THE LOAD IS DISTRIBUTED EVENLY. AND RACKING AND PANEL SPECIFICATIONS. IDENTIFYING EACH CIRCUIT WITH A PLASTIC LABEL OR TAG. AIR AIR HANDLING UNIT AL ALUMINUM S2, BE SURE THAT THE CRANE OPERATOR IS IN CONTINUOUS C2, THE INSTALLATION CONTRACTOR IS RESPONSIBLE FOR READING E2. THE LAYOUT OF THE CONDUIT SHOWN IN THIS DRAWING PACKAGE IS INDICATIVE I POWER TRANSFORMER AWG AMERICAN WIRE GAUGE COMMUNICATION WITH REPRESENTATIVES ON THE ROOF AND UNDERSTANDING ALL ORAWINGS,COMPONENT AND ONLY. THE INSTALLATION CONTRACTOR WILL BE RESPONSIBLE FOR FIELD Y WHEN PLACING THE CRATES. DURING THIS OPERATION ALL INVERTER MANUALS PRIOR TO INSTALLATION. THE ROUTING AND LOCATING ALL CONDUITS TO SUIT SPECIFIC SITE CONDITIONS. THE - BKBCI BLACKBOARD WORKERS MUST BE WEARING OSHA APPROVED SAFETY INSTALLATION CONTRACTOR IS ALSO REQUIRED TO HAVE ALL INSTALLATION CONTRACTOR WILL COORDINATE ALL LOCATIONS WITH THE C CIRC WHITMAN EQUIPMENT INCLUDING BUT NOT LIMITED TO HEAD COMPONENT SWITCHES IN THE OFF POSITION AND FUSES OWNER/GENERAL CONTRACTOR AND ANY OTHER TRADES THAT THE NEW I CB CIRCUUITIT BREAKER PROTECTION AND STEEL TOED SHOES. REMOVED PRIOR TOTHE INSTALLATION Of ALL RISE BEARING ROUTING MAY AFFECT. SYSTEM COMPONENTS. CKT CIRCUIT 116 TICES LANE, UNIT B-1 S3. WHEN LANDING THE CRATES ON THE ROOF,BE SURE THAT E3. WHERE THE WIRING AND CABLE ROUTING IS NOT SHOWN AND THE DESTINATION FUSED DISCONNECT SWITCH COND CONDUCTOR EAST BRUNSWICK. NJ 08816 THE CRATE IS FACING THE CORRECT DIRECTION FOR PANEL G3, ONCE THE PHOTOVOLTAIC MODULES ARE MOUNTED, THE IS ONLY INDICATED, THE INSTALLATION CONTRACTOR WILL BE RESPONSIBLE FOR CT CURRENT TRANSFORMER TEL: (732) 390-5858 REMOVAL. THE END THAT IS MARKED'OPEN THIS END' INSTALLATION CONTRACTOR SHOULD HAVE A MINIMUM OF ONE DETERMINING THE EXACT ROUTING AND LENGTHS REQUIRED CU COPPER FAX: (732) 390-9490 SHOULD BE ACCESSIBLE SO THAT THE PANELS CAN BE ELECTRICIAN WHO HAS ATTENDED A SOLAR PHOTOVOLTAIC IN ACCORDANCE WITH THE BUILDING OWNER AND THE NEC. REMOVED SAFELY. INSTALLATION COURSE. E4. ALL WIRING SHALL BE RUN IN SPECIFIED CONDUIT. THE CONTRACTOR WILL BE T MEDIUM VOLTAGE CONTACTOR DC DIRECT CURRENT S4, PANELS ARE WRAPPED AND SECURED IN THE CRATE BY C4. FOR SAFETY IT RE BY THE MANUFACTURER REWIRED TO SEEK APPROVAL BY THE GENERAL CONTRACTOR/DESIGN AGENCY DISC DISCONNECT SWITCH MEANS THAT WILL ALLOW THE INSTALLER TO REMOVE ONEE THAT THE INSTALLATION CREW ALWAYS HAVE A MINIMUM OF PRIOR TO CHANGING ANY MATERIAL SPECIFICATIONS. ON DOWN PANEL AT A TIME WITHOUT COMPROMISING THE STABILITY TWO PERSONS WORKING TOGETHER AND THAT EACH OFTHE I DP DOUBLE POLE OF THE REMAINING PANELS. (IF THE CRATE IS OPENED AND INSTALLATION CREW MEMBERS BE TRAINED IN FIRST AID AND E5. ANY BENDS IN THE CONDUIT OR RACEWAY SHALL NOT DAMAGE OR ) CIRCUIT BREAKER EC ELECTRICAL CONTRACTOR PANELS ARE REMOVED FROM THE WRONG END,PANEL CPR. SIGNIFICANTLY CHANGE THE INTERNAL DIAMETER(NO KINKS). EM EMERGENCY STABILITY WILL BE COMPROMISED AND WILL CREATE A I EMT ELECTRICAL METALLIC TUBING DANGEROUS SITUATION) G5. THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO BE INSTALLED E6. ANY CONDUCTORS RUN IN A VERTICAL CONDUIT WILL BE SUPPORTED IN ER EXISTING TO BE REMOVED FOLLOWING THE CONVENTIONS OF THE NATIONAL ELECTRIC ACCORDANCE WITH NEC REQUIREMENTS. CONDUIT NUMBER (REFER S5. EACH INDIVIDUAL PHOTOVOLTAIC MODULE WEIGHS 43.7 LBS. CODE. ANY LOCAL CODE WHICH MAY SUPERSEDE THE NEC PIX TO CABLE SCHEDULE) FS FUSIBLE SWITCH FOR THE EASE AND SAFETY OF LIFTING,IT IS SHALL GOVERN. E7. THE INSTALLATION CONTRACTOR WILL INSTALL ALL WIRING MATERIALS IN A NEAT FU FUSE RECOMMENDED BY THE MANUFACTURER THAT THIS AND WORKMANLIKE MANNER, USE OF GOOD TRADE PRACTICES WILL BE OPERATION BE PERFORMED BY NO LESS THAN TWO G6. ALL SYSTEM COMPONENTS TO BE INSTALLED WITH THIS ENFORCED AS REQUIRED BY CHAPTER 3 OF THE NEC - 51 SEAL , : INSTALLERS. EACH INSTALLER SHALL USE THE CORRECT SYSTEM ARE TO BE •UL•LISTED. ALL EQUIPMENT WILL BE GFI GROUND FAULT INTERRUPTER METHOD OF LIFTING AND PLACING. NEMA 3R OUTDOOR RATED UNLESS LOCATED INDOORS. E& THE INSTALLATION CONTRACTOR WILL ARRANGE CONDUIT IN SUCH A MANNER 50 CURRENT TRANSFORMER CND/G GROUND THAT WILL MAINTAIN HEADROOM AND IN A NEAT,INCONSPICUOUS MANNER, RUN (RATING AS SHOWN) GS. gs GROUND SHOT(ELEVATION SHOT AT ROOF) S6. ONCE A MODULE IS REMOVED FROM THE CRATE,NEVER C7, THE DC VOLTAGE FROM THE ARRAY IS ALWAYS PRESENT AT PARALLEL AND AT RIGHT ANGLES TO STRUCTURAL MEMBERS,PROVIDE BOXES, AND PROTECTIVE DEVICE HZ FREQUENCY LEAVE THE MODULE STANDING UNSUPPORTED OR THE DC DISCONNECT ENCLOSURE AND THE DC TERMINALS OF FITTINGS, AND BENDS FOR CHANGE OF DIRECTION. INSTALLATION CONTRACTOR $1E (CYCLES PER SECOND) UNSECURED. REMEMBER THAT DURING DAYLIGHT HOURS THE INVERTER DURING DAYLIGHT HOURS. ALL PERSONS IS TO FASTEN ALL CONDUIT SECURELY IN PLACE. JB JUNCTION BOX THE MODULE WILL BE PRODUCING 60OVDC. IF THE MODULE WORKING ON OR INVOLVED WITH THIS PHOTOVOLTAIC SYSTEM IS DAMAGED THERE IS A CHANCE OF BEING EXPOSED TO ARE WARNED THAT THE SOLAR MODULES ARE ENERGIZED E9. THE INSTALLATION CONTRACTOR WILL SUPPORT CONDUIT USING STEEL OR K KEY OPERATED THE FULL VOLTAGE AND CURRENT BEING GENERATED. IF A WHENEVER THEY ARE EXPOSED TO LIGHT. MALLEABLE IRON STRAPS, LAY-IN ADJUSTABLE HANGERS,CLEVIS HANGERS AND KVA MODULE IS SHIPPED DAMAGED OR BECOMES DAMAGED AT SPLIT-HANGERS OR PVC STRAPS FOR PVC CONDUITS. HANGER SPACING SHALL KILOVOLT AMPERE(S) THE JOBSITE,CAREFULLY HANDLE THE MODULE AND PLACE C8, ALL PORTIONS OF THIS SOLAR PHOTOVOLTAIC SYSTEM SCALE BE 5'-0•MAXIMUM. THE CONTRACTOR WILL BE RESPONSIBLE FOR USING GROUNDING CABLE KW KILOWATT BE MARKED CLEARLY IN ACCORDANCE WITH THE NATIONAL KWH KILOWATT HOUR IT OUT OF THE SUNLIGHT, ELECTRIC CODE ARTICLE 690. APPROVED BEAM CLAMPS FOR CONNECTION TO ANY STRUCTURAL MEMBERS. S7, EVEN IF THE MODULE IS NOT DAMAGED,KEEP IN MIND L LINE EIO. THE INSTALLATION CONTRACTOR WILL PROVIDE PULL AND.UNCTION BOXES GROUNDING TERMINATION JOHN W.COLAGIRANDE JR.,P.E. DATE THAT WHENEVER THE MODULE OR SYSTEM IS EXPOSED TO C9. PRIOR TO SYSTEM START-UP, THE INSTALLATION CONTRACTOR WHHERE REQUIRED TO FACILITATE THE INSTALLATION OF WIRING,IN ADDITION TO ® mA COMMONWEAL7H S OF MAACHUSETTS SUNLIGHT IT CAN GENERATE UP TO 60OVDC AND AS HIGH SHALL ASSIST IN PERFORMING ALL INITIAL HARDWARE CHECKS THOSE THAT MAY BE SHOWN ON THE DRAWINGS. BENDS IN THE CONDUITS MCB MAIN CP PROFESSIONAL ENGNEER-OIL 148784 AS 480VAC. WHEN WORKING WITH THIS EQUIPMENT, TAKE AND DC WIRING CONDUCTIVITY CHECKS THE FINAL START-UP BETWEEN THE PULL BOXES SHALL NOT EXCEED THE EQUIVALENT OF FOUR 90 TRAY CONDUIT CLAMP MLO MAIN CIRCUIT BREAKER DRAWING EVERY PRECAUTION TO AVOO CONTACT WITH ANY SHALL BE PERFORMED BY CONTRACTOR. DEGREE BENDS, MAIN LUGS ONLY NOT S: ELECTRICAL TERMINAL OR WIRE UNLESS SYSTEM VOLTAGE IS ARCM THOUSAND CIRCULAR MIL(S) 1. IF THIS DRAWING DOES NOT CONTAIN TESTED,LOCKED OUT AND DEEMED SAFE FOR WORK. GIO.FOR THE PROPER MAINTENANCE AND ISOLATION OF THE E11. ANY BENDS IN THE CONDUIT RUNS SHALL UTILIZE MANUFACTURERS STANDARD OC- N NEUTRAL THE RAISED SEAL OF THE INVERTERS,REFER TO THE ISOLATION PROCEDURES IN THE ELBOWS WHERE PRACTICAL. NC NORMALLY CLOSED PROFESSIONAL ENGINEER, IT IS NOT A 5& THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE INVERTER OPERATIONS MANUAL. DC TO AC INVERTER NEC NATIONAL ELECTRICAL CODE VALID DOCUMENT AND NO LIABILITY IS BRACING AND PROTECTION OF ALL WORK DURING E12. WHERE FIELD CUTTING IS REQUIRED, THE CONDUIT SHALL BE CUT SQUARE AND NF NON FUSE ASSUMED FOR THE INFORMATION CONSTRUCTION TO AVOID DAMAGE,COLLAPSE, GI 1. THE OWNER MAY HAVE WORK PERFORMED UNDER THE INSTALLATION CONTRACTOR WILL PROVIDE THE NECESSARY PROTECTION IN CAC DISTORTION,MISALIGNMENT, VOIDING ROOFING SEPARATE CONTRACT, CONCURRENT WITH THE WORK OF ORDER TO PREVENT ANY DAMAGE TO THE ROOF MEMBRANE. WHEN COMPLETE, NO NORMALLY OPEN SHOWN. WARRANTIES, ETC. PROTECTION SHALL BE IN THIS CONTRACT. THE CONTRACTOR SHALL COORDINATE ALL METAL FILINGS WILL BE DISPOSED OF PROPERLY. OCP OVER CURRENT PROTECTION 2. THIS DRAWING HAS BEEN PREPARED COMPLIANCE WITH ALL APPLICABLE CODES,STANDARDS, ALL CONSTRUCTION ACTIVITIES WITH THE LANDLORD TO AS AN 'D' SIZE DOCUMENT. DO NOT AND BEST PRACTICES. ALL SURFACES SHALL BE AVOID ANY CONFLICTS WITH SITE ACTIVITIES OR CURRENT E13. WHERE CONDUIT SIZES ARE NOT SPECIFIED THE INSTALLATION CONTRACTOR WILL PB PANEL BOARD SCALE THIS DRAWING IF IT IS PLOTTED RESTORED TO COMPLETE WATER TIGHTNESS WITH THE USES. BE REQUIRED TO CONFORM TO THE NEC SPECIFICATIONS. THE MINIMUM VENDOR SUPPLIED EQUIPMENT APPROVED MATERIAL AND AS PRE-APPROVED BY THE PH PHASE AS ANY OTHER SIZE. ALLOWABLE CONDUIT SIZE SHALL BE 3/4'. PRI PRIMARY oWINER IN WRITING. ROOF WARRANTY PROVISIONS BY (�) PVC POLYVINYL CHLORIDE S9. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR ORIGINAL ROOFING INSTALLER: E14, THE MINIMUM ALLOWABLE WIRING SIZE WILL BE /12 AWC. THE ONLY EXCEPTION THE MEANS AND METHODS OF CONSTRUCTING THE WORK GENERAL, WILL BE FOR SIGNAL AND/OR CONTROL WIRING ALL CONDUCTORS SHALL BE R EXISTING RELOCATED SHOWN ON THESE PLANS• ALL WORK SHALL BE COPPER UON. IS STATION RECPT RECEPTACLE - PERFORMED IN ACCORDANCE WITH LOCAL LAWS, RULES IN ORDER TO MAINTAIN ROOF INTEGRITY AND THE ROOF RGS RIGID GALVANIZED STEEL AND REGULATIONS CONCERNING CONSTRUCTION HEALTH WARRANTY, THE FOLLOWING PROVISIONS MUST BE MADE E15.SAFETY REGULATIONS INCLUDING BUT NOT LIMITED TO THE INFORMATION O AND SAFETY STANDARDS. THE CONTRACTOR SHALL DURING INSTALLATION. CONTAINED IN THE OPERATIONS MANUAL MUST BE OBSERVED BY THE SL SKY LIGHT INSURE ALL WORKING CONDITIONS ARE SANITARY AND INSTALLATION CONTRACTOR DURING THE CONSTRUCTION OF THIS PROJECT IN PV WIRING SN SOLID NEUTRAL ACCORDANCE WITH THE SAME ESTABLISHED BY THE GENERAL CONTRACTOR. SW SWITCH ARE NOT HAZARDOUS OR DANGEROUS TO THE HEALTH PROVISIONS: SWBD SWITCHBOARD AND SAFETY OF THE WORK CREWS OR BUILDING E16. ALL CALCULATIONS FOR WIRING SIZE ARE BASED ON THE ESTIMATED CONDUIT OCCUPANTS. PRECAUTION SHALL BE EXERCISED AT ALL 1, ALCROOF PENETRATIONS MUST BE FLASHED AND DESIGNED ROUTING AS SHOWN ON THESE DRAWINGS. SHOULD THE CONDUIT LENGTHS SUB-ARRAY NUMBER T TELEPHONE TIMES FOR THE PROTECTION OF PERSONS AND PROPERTY. TO MANUFACTURERS SPECIFICATIONS.' O INCREASE DUE TO RELOCATION OF THE SOURCE OR REROUTING OF THE TB TERMINAL BLOCK ti ALL SAFETY PROVISIONS OF APPLICABLE LOCAL LAWS, CONDUITS, THE WIRING SIZES MAY NEED TO BE INCREASED. STRING NUMBER TEFC TOTALLY ENCLOSED FAN COOLED j OSHA REGULATIONS AND BUILDING AND CONSTRUCTION 2. THE ORIGINAL ROOF INSTALLER MUST BE NOTIFIED IN WRITING TYP TYPICAL NO. DATE: REVISION DESCRIPTION CODES MUST BE OBSERVED FOR ALL CONTRACTORS. DETAILING THE UNITS THAT WILL BE INSTALLED. COPIES OF E17. ALL GROUNDING TO INSTALLED IN ACCORDANCE WITH 2O08 NATIONAL �" THE UNIT DRAWINGS AS WELL AS PROPOSED LOCATIONS ELECTRICAL CODE ARTICLE 250, V VOLT(S) O 9/28/11 HOT FOR CONSFRUON SIM THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHALL BE PROVIDED SO THAT THEY MAY PROPERLY FLASH CMVA VOLT AMPERE(S) CONSTRUCTION SCHEDULING AND ASSOCIATED HOSTING, THE UNITS.(� SOLAR PANEL j STAGING AND ERECTING OF MATERIALS ALL ELEMENTS E1& ALL ELECTRICAL WORK RELATED TO THE SOLAR INSTALLATION SHALL FOLLOW VIA VENT TO ATMOSPHERE OF THE EXISTING PROPERTY SHALL BE PROTECTED 3. ANY SOLAR PANEL, LEG OR ANY OTHER OBJECT MUST NOT THE 2008 NATIONAL ELECTRICAL CODE ARTICLE 690. WH WATT HOUR k AGAINST DAMAGE RESULTING FROM THESE ACTIVITIES. SIT DIRECTLY ON TOP OF THE ROOF SURFACE, THESE E19. ALL ELECTRICAL WIRING SHALL CONSIST OF STRANDED SINGLE COPPER OR ALUMINUM W WATT(S) �a1 OBJECTS MUST SIT ON TOP OF AN APPROVED SLIP-SHEET CONDUCTOR AS SHOWN,90-C CONDUCTOR TEMPERATURE, WITH 600 VOLT CROSS WP wEA7HERPROOF Q PROTECTION PAD. THESE PADS ARE GENERALLY SUPPLIED IN LINKED POLYETHYLENE INSULATION. ALL TERMINATIONS THAT CAN BE MADE WITH (rT 4'X8'SHEETS SHEETS CAN BE CUT TO FIT THE OBJECT SHALL BE MADE WITH CRIMPED TYPE TONGUE CONNECTORS WITH NON-INSULATED XFMR TRANSFORMER y THAT WILL SIT ON TOP OF THEM. THE PADS SHOULD NEVER SHORT SHANKS. THE CRIMPED TOOLS SHALL BE DESIGNED TO PREVENT OPENING OF J BE PLACED TOGETHER AND SHALL BE SPACED WITH ENOUGH THE HANDLES UNTIL FULL PRESSURE HAS BEEN APPLIED AND STAKING ACTION IS 160OAF/40OAT 1600 AMP FRAME/400 AMP TRIP W GENERAL NOTES: ROOM TO ALLOW FOR PROPER DRAINAGE. COMPLETED, EQUAL TO T&B•SHURE STAKE'INSTALLING TOOL. NOT MORE THAN TWO 1600AS/400AF 1600 AMP SWITCH/400 AMP FUSE Z 4. ANY ELECTRICAL CONDUITS OR OTHER LINES MUST BE RUN (2) TERMINATIONS TO A SINGLE TERMINATION PONT WILL BE PERMITTED. p 1. CONTRACTOR SHALL HAVE A MINIMUM OF 5 YEARS THROUGH A PORTAL CURB OR PITCH POCKET,NO LINES OR -GAS UNDER GROUND GAS LINE EXPERIENCE OF PHOTOVOLTAIC INSTALLATIONS,AND A CONDUITS SHALL BE RUN THROUGH A CURB OR WALL. E20.POWER CIRCUIT WIRING SHALL NOT BE RUN THROUGH CONTROL CONDUITS OR IT PROJECT.• MINIMUM OF 3 EQUAL SIZE COMMERCIAL INSTALLATIONS. CONTROL TERMINAL BLOCKS. SEPARATE POWER TERMINAL BLOCKS AND CONDUITS U UNDER GROUND DUCT BANK/CONDUIT CONTRACTOR SHALL SUBMIT WITH BID PACKAGE FULL SHALL BE PROVIDED FOR POWER CIRCUITS. REFERENCES WITH CONTACT NAMES AND PHONE NUMBERS. 5. ANY ELECTRICAL CONDUITS MUST BE SUPPORTED WITH 47.94 kW (DC) oAPPROVED BLOCKS PER NEC CODE REQUIREMENTS. E21. GROUNDING LEADS TO ELECTRICAL EQUIPMENT MUST BE SIZED IN ACCORDANCE WITH E OVERHEAD UTILITY LINE PHOTOVOLTAIC SYSTEM 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND OBTAIN NEC 250 BUT NOT SMALLER THAN /4(AL)OR /6(CU). E26.GROUNDING LEADS TO ELECTRICAL MOTORS: GREEN THW 600V GROUND WIRE TO WRITTEN= BEFORE PURCHASIAL NG OR OR FABRICATING DRAWINGS FROM THE ENGINEER E22.ALL ACCESSORIES WHICH REQUIRE WIRING SHALL BE PROVIDED WITH PVC SCHEDULE 40 BE RUN IN CONDUIT TOGETHER WITH POWER CONDUCTORS AND AS PART OF A CLASSIC KITCHENS DESIGN MULTI-CONDUCTOR CABLE. SIZE AS SHOWN AND IN ACCORDANCE WITH NEC TABLE. CONDUIT(OUTDOOR)IN ACCORDANCE WITH NEC 2008 ARTICLE 352,WHICH SHALL BE 127 AIRPORT ROAD i 3. THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE CARRIED TO CONVENIENTLY LOCATED AND READILY ACCESSIBLE TERMINAL BOX(NEMA E27.BURIED GROUNDING CABLE CROSSING METALLIC STRUCTURES, SUCH AS CONDUITS OR REPAIR PROMPTLY AND ASSUME RESPONSIBILITY FOR ALL - 3R). IN THIS TERMINAL BOX, THERE SHALL BE INSTALLED ADEQUATELY MARKED, GR PIPELINES SHALL BE SEPARATED A MINIMUM OF 12•FROM SUCH STRUCTURES. - HYANNIS, MA 02601 EXPENSES INCURRED,FOR ANY WORKMANSHIP AND EQUIPMENT IN APPROVED SCREW TYPE TERMINAL BLOCKS FOR THE CONNECTION OF THE CONTROL, , WHICH DEFECTS DEVELOP WITHIN ONE YEAR FROM THE DATE OF ALARM, CT, AND POWER SUPPLY WIRING. THE TERMINAL BOX SHALL BE E2&DO NOT USE PIPES AND EOUIPMENT BODIES AS A GROUNDING PATH. V FINAL CERTIFICATE FOR PAYMENT AND/OR FROM DATE OR ACTUAL WEATHERPROOF(NEMA 3R)AND THE DOOR(S)SHALL BE ARRANGED FOR PADLOCKING. USE OF EQUIPMENT OR OCCUPANCY OF SPACES BY OWNER, INCLUDED UNDER THE VARIOUS PARTS OF THE WORK,WHICHEVER E29.LOOPED GROUNDING RISERS MUST BE CONTINUOUS OR HAVE EXOTHERMIC WELD C E2S ALL CONDUCTORS SHALL BE NEATLY BUNDLED INTO GROUPS WITH THOMAS&BETTS CONNECTIONS. 1 14L• 1 U DATE IS EARLIER. THIS WORK SHALL BE DONE AS DIRECTED BY TY-RAPS',OR APPROVED EQUAL,IN A MANNER THAT WILL PERMIT THE REMOVAL OF THE OWNER THIS GUARANTEE SHALL ALSO PROVIDE THAT WHERE AS SHOWN IdSlL: 1 DEFECTS OCCUR,THE CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ANY CONDUCTOR WITHOUT UNDUE INTERFERENCE WITH ADJACENT CONDUCTORS. E30.UNLESS OTHERWISE NOTED,USE EXOTHERMIC WELD CONNECTIONS UNDERGROUND H AND IN ALL INACCESSIBLE LOCATIONS. 1108127 ALL EXPENSES E24.UNLESS OTHERWISE NOTED OR DIMENSIONED,LOCATION OF GROUND RODS AND EXACT s/zD/11 PAvuEcr Ne. of 4. THE CONTRACTOR SHALL SECURE AND PAY FOR AND FILE LOCATIONS SHALL BE DETERMINED IN FIELD BY THE CONTRACTOR, AND GROUNDING E31. USE PRESSURE CONNECTORS ABOVE GROUND ONLY. (SEE NOTE 32) DRAWN ar j.w. REwE7vED sr.C,R, PERMITS, LICENSES, APPLICATIONS AND OR CERTIFICATES FOR CONDUCTORS ARE SHOWN ON THE GROUNDING PLAN DIAGRAMMATICALLY. : THE WORK UNDER THIS DIVISION. E32.ALL GROUNDING CLAMPS AND CONNECTORS SHALL HAVE (SILICONE BRONZE) DRAWING TITTLE E25.UNLESS OTHERWISE NOTED,GROUNDING LEADS TO NON-ELECTRICAL EQUIPMENT AND HARDWARE. 5. CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL A STRUCTURAL MEMBERS MUST BE 04/0 AWG(AL)OF /2/0 AWD(CU)MIN.' A. ALL SURFACES SHALL BE CLEANED TO BARE METAL BEFORE MAKING DETAILED SCHEDULE OF WORK GROUNDING CONNECTIONS NOTES AND SYMBOLS B. APPLY ELECTRICAL JOINT PASTE 'NO-OXIDE'UNDER FITTINGS, 6. CONTRACTOR SHALL NOTIFY OWNER ONE WEEK IN ADVANCE OF C. PAINT EXPOSED SURFACES OF ALL PRESSURE CONNECTIONS WITH ZINC Q ANY INTERRUPTIONS TO BUILDING SERVICES,WITH AN CHROMATE. - DRAWING NO.: ESTIMATED TIME OF THE INTERRUPTION. T O - E33,ALL CONNECTIONS AND LUGS SHALL BE RATED FOR USE WITH BOTH ALUMINUM AND COPPER CONDUCTORS. • THECOPY/NGOR REUSEOF THIS DOCUMENT,OR PORTIONS THEREOF,WITHOUT THE SHEET NO.: WRITTENAGREEMENTOFWHITMANISPROHIBITED,COPYRIGHT7011,WHITMAN ^1 DONOTSCALETHISDRAW/NG 2 OF 15 CP TRUE WHITMAN NORTH "A V O l' t 1"'-� r' ...- r j ,: ' E1113 AST TICES LANE, UNJI B-1 BRU 8816 ' �'- _:,'n '� " _ , '• w. TEL: (732) 390-5858 FAX: (732) 390-9496 SOLAR t SOUTH O' c180°, Al 1 MODULE " MAGNETIC • (176°) 17 x , . . ... '' • ,. � � � �-��'"`"• ,,K�A+'^�`;`��� ,- . s k=.,�'� ,""� SEAL,. " JOHN W.COLACRANDE JR.,P.E. DATE .. _ LOMMONHEALIN OF MASSACHUSET7S p : eyi',pe •~ ^.1 �. PROFES90NAL ENGINEER-CML#48784 ,yyp•.i+?a a _ ewe. 1 - - - . r - CONTAIN� THIS DRAWING DOES NOT N '.,' ?•_.,. E'""""F "' '' - - - AL OF THE PROFESSIONAL ENGINEER. IT IS NOT A - - _ - � 1. IF THE PR VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN. A IS DRAWING HAS BEEN PRO NOT S AN D SIZE DOCUMENT. OT SCALE THIS DRAWING IF IT IS PLOTTED ,• ,p' ,,w�e^ ;d•, n AS ANY OTHER SIZE I N W - , o .. f NO. DATE,: REVISION DESCRIPPON t{. , •-" _, f .a��c .'. - ,t - - u�, + D 9/28/11 NOT MR CONSrn UION PROPOSED 235W SOLAR PANELS N ROOF TOP PROJEC47.94 T.• °a, v � kW m VF PHOTOVOLTAIC (DC) a AE • 4yt �-�-' �,,..�. �. �, � ;.; �... CLASSIC127 AIRPORT ROAD DESIGN HYANNIS, MA 02601 U yi " + �„ -. �.erg .,.�.• �.1�•>�..... IdSlf..'569LE' AS SHOWN 1 I N GENERAL NOTES: PIOT DAM' 9/27/11 PR ENE_Ng, 110812T S 7 DRAWN BY. J.W. REVIEWED BY.C.R. 0 1. THIS PLAN IS A GRAPHIC REPRESENTATION OF APPROXIMATE SITE CONDITIONS, AND SHOULD NOT BE USED AS A SITE PLAN. T SITE MAP 2. LOCATIONS SHOWN ON THIS PLAN INCLUDING STORAGE AND WORK AREAS MUST BE CONFIRMED WITH ON SITE MANAGEMENT _Tp SCALE:f1"=10' DRAWING TITLE AND MAY CHANGE. 3. CONTRACTOR IS DIRECTED TO FOLLOW ALL ONSITE RULES AS GOVERNED BY LANDLORD AND MANAGEMENT. GRAPHIC SCALE SITE MAP 4. CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN ALL SITE SAFETY REGULATIONS AS OUTLINED BY ONSITE 10 0 5 10 20 40 N MANAGEMENT. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF SAFETY AND RIGGING, THESE PLANS SHOULD DRAWING NO.:2 NOT BE UTILIZED AS VERIFlCATION FOR POINTS OF ATTACHMENT OF SAFTEY EQUIPMENT AND OR PLACEMENT OF VERTICAL — O O e EQUIPMENT LIFTS. IN FEET) 5. CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE AWARE OF AND NOT DISRUPT ANY ONSITE ACTIVATES BY LANDLORD, AND I INCH = 10 FT.` OR ANY OTHER CONSULTANTS, SUBCONTRACTORS AND LEASEES. CONTRACTOR SHALL PERMIT LANDLORD AND THEIR THECOPYINGGRaEusEOFn+isDOcunoENr,oaPORnONSTHEREDF WiTNDurTyE SUB—CONSULTANTS AND SUBCONTRACTORS TO PERFORM OTHER WORK ONSITE AND NOT INTERFERE WITH THEIR ACTIVITIES. wRirrENAGROR REUSE OF T ISDOC MENT iORP RONSTYEREOi WrHOUT SHEET NO.: ry 6. EXISTING TRAFFIC PATTERNS ARE APPROXIMATE AND MAY CHANGE DONOTSCALETH/SDRAWING 3 OF 15 II- ---ll 3'-3" 1 13/16' .�.i.` KYOCERA 235 - WATT MODULE MODULE SPECIFICATIONS WHITMAN KYOCERA 235 WATT MODEL 116 _ EAST TBRUNSWICK.ICES LANE, UN 1 08818 MIDNo. KD235GX—LB TEL: (732) 390-5858 rn PEAK POWER OUTPUT Pp(WATTS) 235 FAX: (732) 390-9496 fV fV Y RATED VOLTAGE VP(VOLTS) 29.80 OD �_ I RATED CURRENT Ip(AMPS) 7.89 - . N M OPEN CIRCUIT VOLTAGE Voe(VOLTS) 36.90 0 1 SHORT CIRCUIT CURRENT le(AMPS) 8.55 I in �a MODULE LENGTH L(IN) 65.4 MODULE WIDTH W(IN) 39.0 MODULE DEPTH 0(IN) 1.8 0 MODULE WEIGHT W(LBS) 46.3 S•4 FRONT BACK SIDE FRONT SIDE �\ STRAIGHT CONDUIT RUNS GREATER THAN 50 FEET JOHN W.COIACRANDE JR.,P.E. DATE / 1 KYOCERA 235 WATT MODULE MUST CONTAIN A CONDUIT EXPANSION JOINT. INSTALL COMMONWEALTH ENGINEEER-a�L 148784 1 FRONIUS 11.4-1 INVERTER DETAIL —10o SCALE: N.T.S. QUANTITY AND BARREL SETTING IN ACCORDANCE WITH p-10Q NOT TO SCALE NEC CODES AND NEMA GUIDELINES. WING Norfs: 1. IF THIS DRAWING DOES NOT CONTAIN ,. _I7mniw Config—tion:Tool, Pagelof.2 DURA BLOK UV THE RAISED SEAL OF THE RESISTANT FOAM PROFESSIONAL ENGINEER,IT IS NOT A VALID INVERTER SPECIFICATIONS 1 s MAX OR EQUIVALENT ASSUMED FOR T AND R LIABILITY IS SEE TABLE BELOW PIPE SUPPORT ASSUMED FOR THE INFORMATION Z (BY INSTALLATION 2. THIS DRAWING HAS BEEN PREPARED FRONIUS 11 .4-1 F�.®nog 2 CONTRACTOR) AS AN SIZE DOCUMENT. DO NOT RATED OUTPUT Pr(KW) 11.4 - SCALE THIS DRAWING IF IT IS PLOTTED AC RATED OUTPUT Vac(VOLTS) 240 Configgraition, T06J I F.j AS ANY OTHER SIZE. POWERING YOUR FUTURE,. EXPANSION JOINT FITTING EXISTING ROOF MAXIMUM CONTINUOUS OUTPUT CURRENT (AMPS) 47.8 SURFACE POWER FACTOR - 1 1'en9li�t aspattd Help 4 PEAK INVERTER EFFICIENCY EFFX 96X TYPICAL CONDUIT SUPPORT PROFILE VIEW INVERTER PleaseselE#yuuesVRempaameters P"sibleSyuemCmf.i9Yrations IR-100 SCALE: N.T.S. INVERTER WROTH W(IN) 17.1 kim-tetttpenena A:STRIIN 99 INVERTER DEPTH 0 ) M+�-M IN 9.6 =or - PVC SUPPORTS ( R'Ordu51G PIuS 11.V-1 UNl(20BJ/'e 3 4 S 6 10 9405 1 6 14107� LLI INVERTER HEIGHT H(IN) 48.1 Manitadva I1 7759;1034 il•982 Kyoga. REFERENCE NEC 352.30 (B) ?I INVERTER WEIGHT WT(LOS) 104 Z NodUaType K0235GX-LF8 MAXIMUM SPACING O 12 84e4°lazes 14 T TRADE SIZE h ? t4 oT7r, ,7P BETEWEEN SUPPORTS U EriNr ncpl celtdmdna Cl^F ro;•C NO. DATE: REVISION DESCRIPTION J 'r INVERTER REGULATORY UL1741 CERTIFIED - N 1/2~ - 1" 3'-O" H=.t 0 9/28/11 NOT FOR CONSTRUCTION TESTED TO IEEE 1547 FCC PART 15 Anlbiert 25,^C'....:3q^C ° 1 1/4" - 2 5'-0~ " CLASS A 79riip. R, - 0.ICBst U V - Ambient -20°C;..-114E L Tamp: _ 2 1/2" 3" 6'-0" f: NOTE: REFER TO MANUFACTURERS ShpwMpduleO 9 3 i/2" — s" r—o~ INSTALLATION MANUALS FOR 6- 8'-0" EXACT BOLT LOCATIONS AND Pleasapresaa Array May Be OPti— b1114l11 Undersized o ATTACHMENT REQUIREMENTS. ^d.y PROJECT.• a I Module Getty Q Nandadura Kyocera 47.94 kW (DC) PHOTOVOLTAIC SYSTEM Modde �KDY35GY_LF9 �, ooe GRux 36.9v Short t: R:55A CLASSIC KITCHENS DESIGN = VdteDe Current � P at 2Wp mD MPP 35 � da 29.9V. 127 AIRPORT ROAD HYANNIS, MA 02601 `Cunenlat tiFOri[ CI mile, 7.89 A Vdte9e: 41.3 V m.a at- V MPp Vd[a09. mpp M3 Z.V Vdtzaa at '26 48.V C.1 a[7U^C' Scm AS SHOWN Sd5lL: 1 h ^ AOr DA 9/27/11 P / -T Ne• iwal T N I OAAWN Rl'J.W. RLVI£WfO RM C.R. .9IIbI2011 DRAWING TITLE: I hup://www fr9mus.com/frmnus�,iwloadhool.li4Ti EQUIPMENT DETAILS N 3 FRONIUS STRING CALCULATION (PV-1l 2 -10 SCALE: N.T.S. DRAWING No.: D - 1 00 THE COPYING OR REUSE OF THIS DOCUMENT,OR PORTIONS THEREOF,W/rHOUT THE SHEET NO.: WRITTENAGREEMENrOFWH/TMAN/SPROH/BITED,COPYR/GH7-2011,WHITMAN n 00 NOTSCALE TH/SORAW/NG 4 OF 15 + SOLAR MODULES BOND INDIVIDUAL PARTS OF ARRAY TOGETHER NTH GROUND LUGS (ILSCO GBL-4DBT) OR "WEER' (690.43) IAV WHITMAN SOLAR MODULE RACKING 118 TICES LANE, UNIT 8-1 EAST BRUNSWICK, NJ 08816 Oj TEL: (732) 390-5858 COMBINER BOX FAX: (732) 390-9498 � — — — — — — — — 1 — — 1—#4 AWG (AL) FROM METAL RACKING (TYPICAL) 1 I DC—EQUIPMENT GROUNDING GROUNDING ELECTRODE CONDUCTOR (GEC) 1 SEAL. O CONDUCTOR (EGC) (690.47(D);250,166(B);250.64(B)) 3 WHERE ,s$° (250.122) I D-101 REQUIRED 1 I AC—EQUIPMENT GROUNDING MAIN I 1/4" x (250.122) 4" x 12" TWO HOLE LUG (TYP. CONDUCTOR (EGG) PANEL O1 #6 AWG (CU) COPPER GROUND BAR ) , 1 #4/0 AWG (AL) I O7 I O SEE SHEET E-200 JOHN W.COLAGRA JR.,P.E. DATE COMMONWEALTH OF NASSASSACN85ETT5 O //1/0 AWG (AL) PRC ESSONAL ENLTNEER-CIWL i 48784 3 DRAWING � /Nl/ERTER 4 SEE SHEET E-200 �—BUILDING STRUCTURAL STEEL OR GROUND ROD 1. IF THIS DRAWING DOES NOT CONTAIN I O THE RAIS ED SEAL OF THE ( ) SO 4 AWG AL CADWELD OR AC GROUNDING ELECTRODE CONDUCTOR PROFESSIONAL ENGINEER, IT IS NOT A TO BUILDING STEEL OR GROUND ROD VALID DOCUMENT AND LIABILITY IS ASSUMED FOR THE INFORMATION I O #4/0 AWG (AL) SHOWN. r3_ GROUNDING ELECTRODE CONDUCTOR (GEC) GROUND BAR 2• THIS ORAWING HAS BEEN PREPARED D-101 SCALE: N.T.S. AS AN .D'SIZE DOCUMENT. DO NOT OSCALE THIS DRAWING IF IT IS PLOTTED 6 I AS ANY OTHER SIZE. AC BREAKER WATER MAIN —1 — — — — ' NOTES: 1 O1 1. COORDINATE EXACT LOCATION IN THE FIELD. 3 AC GROUNDING ELECTRODE CONDUCTOR (GEC) 2. GROUNDING AND BONDING SHALL BE INSTALLED IN GROUNDING ELECTRODE CONDUCTOR (GEC) (250.50) ACCORDANCE NTH NEC 2008 ARTICLE 250. (690.47(C);250.28(D)(1);250.66;250.64(B)) o GROUNDING SCHEMATIC i D-101 SCALE: N.T.S. j NO. DATE., REVISION DfSCRlP770N (n o s/xa/++ rror row coNsmucnDN O V h J FEEDER CONDUITS BRANCH CIRCUIT Z CONDUITS R SERVICE ENTRANCE PROJECT.• ENCLOSURE 47.94 kW (DC) o PHOTOVOLTAIC SYSTEM U) CLASSIC KITCHENS DESIGN a f 127 AIRPORT ROAD r HYANNIS, MA 02601 I U \ SCAL AS SHOWN IBSK, I ~ `GROUND LUG GROUNDING JUNCTION BOXES PLOT DA s/z7/n Iloalzr N j BUSHING TYPICAL. mO DRAWN Bl". J.W. REWEWED Rri C.R. DISTRIBUTION PANELBOARDS DRAWING TITLE: GROUNDING SCHEMATIC N NEW CONDUIT INSTALLATIONS ONLY AND DETAILS _ DRAWING 0 TYPICAL METAL CONDUIT GROUNDING DETAIL NO.: O—101 SCALE: N.T.S. D- 1 01 THECOPY/NG OR REUSE OF THISDOCUMENT,ORPORT/ONS THEREOF,W/THOUTTHE WR/TT£NAGREEMENTOF WHITMAN IS PROHIBITED,COPYRIGHT2011,WHITMAN - SHEET NO.: DONOTSCALETHISORAWING 5 OF 15 REFERENCE DRAWINGS, - 1. REFERENCE WILEY ELECTRONICS LLS, INSTALLATION - INSTRUCTIONS FOR DP&W SOLAR POWER FAB CRS ONLY, DOCUMENT NUMBER 104-0404-000036-005 FOR GROUNDING INFORMATION WHITMAN 118 TICES LANE, UNIT B-1 EAST BRUNSWICK, NJ 08818 TEL: (732) 390-5858 FAX: (732) 390-9498 TYPICAL FRONT BRACKET (1) WEEB-DPF CLIP AT MID CLIP TYPICAL BACK BRACKET PROVIDE CONDUIT SLEEVE BETWEEN ROWS OF PANELS AS REQUIRED _ GROUNDING WIRE WHERE DC WIRES CROSS BETWEEN S . ROWS EAL DPW POWERBEAM TYPICAL POWER BEAM TYPICAL SOLAR PANELS WEEBL-8.0 LUG �-� GROUND LUG DETAIL -10 SCALE: N.T.S. TYPICAL BALLAST JOHN W.COLAGRANDE JR.,P.E. MTE COu ONWEALTN OF WASSACKLI TTS m PROVIDE CONDUIT FOR ALL PROFESSIONAL ENGwEER-OVL 1 18T91 EXPOSED DC WIRING, DRAWING NOTES: SUPPORT AS PER DETAIL. 1. IF THIS DRAWING DOES NOT CONTAIN WIRING BENEATH RACKING IN THE RAISED SEAL OF THE 1 NON—READILY ACCESSIBLE PROFESSIONAL ENGINEER, IT IS NOT A TYPICAL CONDUIT/ MODULE GROUNDING LOCATIONS CAN BE ROUTED VALID DOCUMENT AND NO LIABILITY IS WITHOUT CONDUIT UNLESS ASSUMED FOR THE INFORMATION ti-10 N.T.S. SHOWN. REQUIRED BY CODE. 2. THIS DRAWING HAS BEEN PREPARED AS AN .D'SIZE DOCUMENT. DO NOT SCALE THIS DRAWING IF IT IS PLOTTED AS ANY OTHER SIZE. O - O r; V NO. DATE.• REVISION DESCR/P 77ON (2) 11.5 WEEB CLIPS AT (3) 11.5 WEEB CLIPS AT LLn EACH CORNER PLATE EACH TIE PLATE (2) WEEB-WMC CLIPS AT 0 9/28/11 NOT FOR CONSrRLCTtON o EACH SPLICE PLATE U (1) 11.5 WEEB CLIP AT EACH BRACKET A TYPICAL Lo D-102 J W Z GROUNDING ELECTRODE CONDUCTOR (GEC) TO BUILDING STEEL OR PROJECT.• GROUND ROD (TO GROUND BAR ON Q 47.94 kW (DC)TYPICAL POWER BEAM ROOF FOR MULTIPLE ARRAYS) o PHOTOVOLTAIC SYSTEM CLASSIC KITCHENS DESIGN W 127 AIRPORT ROAD 2 (2) 11.5 WEEB CLIPS AT U //6 AWG (CU) GROUNDING h_ EACH BRACKET WIRE TO COMBINER BOX HYANNIS, MA 02601 REFER TO DRAWING D-101 U y & E-201 Q (3) 11.5 WEER CLIPS Al TO COMBINER v EACH BRACKET BOX ScAl AS SHOWN ASX I A TYPICAL PLOr DA 9/27/11 PROJECT N„ n0B1zT m o-toz O DRAWN BM J.W. RMFWFO Bl^C.R. i DRAWING TITLE GROUNDING DETAILS 2 TYPICAL POWERBEAM GROUNDING DRAWING NO.: -10 N.T.S. D- 102 THECOPYING OR REUSE OF THIS DOCUMENT,OR PORT/ONS THEREOF,WITHOUT THE N p WRITTENAGREEMENTOFWH/TMAN/SPROH/BITED,COPYRIGH7"2011,WH/TMAN DO NOTSCALE TH/S DRAW/NG 6 OF 15 w t _ FORMED COMBO BALLAST PAN POWER BEAM SEE DETAIL SEE DETAIL BACK BRACKET FRONT ON srr.z ON sHr.2 SEE DETAIL c CORNER PLATE TIE PLATE BRACKET MID CLAMP ON SHT.2 END CLAMP SEE DETAIL IAV /: ON SHT.2 \ A \ WHITMAN / \ / \ � SEE DETAIL K SEE DETAIL G • I U ���j \ T 2 ON SHT.2 Y p ! to O I' % I O 0 O I 116 TICES LANE. UNIT B-1 TEL: (7R_ EAST BRUNSWICK, NJ 2) 390-5858 08818 300^ 12.25" FAX: (732) 390-9849 5: DETAILA DETAIL B DETAIL C �'�_ 300 ;g53,pT•. N-SryPCING 204.15" DETAIL D 300" 300" =s04.1s" + _r 280" +25 0" +26.3Y' =555.24" 300' MID CLAMP =6a6.32" P. ' FRONT FRONT BRACKET 2PLC5. 66.43" MODULE LENGTH BRACKET POWER 1" MIN, OR AS NOTED /------- - --\: BEAM nP. 30T e O O POWER j BALLAST PAN BALLAST PAN _ _ +701.99" o \ BEAM F-V -,\ 407.99" I TYP, `_' 299.83" SEAL.. •I F__ ` nP. p' ° ° 2 PLCS. p ° ___________ 0 0 _e e i'�_ 0TYR \ `,- �' i MID CLAMP DETAIL J 3PLCS. �: / BACK DETAIL H BRACKET ._ FRONT BRACKET SEE DETAIL F SEE DETAILH SEE DETAIL J SEE VIEW B iON SHT.2 ON SHT.2 ON SHT.2 DETAIL G &ENP 660.28" JOHN W.COLAGRANDE JR.,P.E. GATE SPLICE PLATE TOP VIEW COMMORMEALTH ov MASS4HUSET1S ------ ------ POWER Al ENGINEER-ONL 148784 % BEAM AREA 1 DRAWING NOFRONTMID CLAMP \ 3DPW SOLAR MODULE LAYOUT PLAN SA2-2 1 THE RIIS DRAWING EAL DOES NOT CONTAIN BRACKET END CLAMP I I -20 SCALE: N,T.S. PROFESSIONAL ENGINEER, IT ISNOT A VALID DOCUMENT AND NO UABILITY IS ASSUMED FOR THE INFORMATION BACK POWER 1BRACKET BEAM \ %/ SHOWN. 2. THIS DRAWING HAS BEEN PREPARED POWER BEAM �- �' �- AS AN 'D'SIZE DOCUMENT. DO NOT ­4::�L... / SCALE THIS DRAWING IF IT IS PLOTTED f DETAIL K - AS ANY OTHER SIZE. SEE VIEW A EPDM GASKET DETAIL F VIEW A EPDM GASKET VIEW B 300" THE PROPOSED SOLAR FRAME IS TO BE UNIFORMLY SUPPORTED >7 +1o1.s9" o BY THE ROOF MEMBRANE. THE CONTRACTOR IS TO COORDINATE 300^ =401.99 W FIELD INSTALL .060 MIL. REMOVAL OF ROOFING BALLAST STONE/EPDM PROTECTIVE SHEET .50.91, 3PLCS. FACTORY APPLIED EPM SLIP SHEET WITH ROOFING MANUFACTURER. REMOVED HA s7.6s =3so.s1' EPDM PROTECTIVE SHEET E E OSTR S LL BE i nP. zss.63' . 2 2 TAKEN OFF THE ROOF AND NOT REDISTRIBUTED TO OTHER AREAS 21LCS. 24s.7s' O OF THE ROOF. Ty- U - - - - PLC NO. DATE: REVISION DESCRIP77ON • 3PLCS. J THE DPW SOLAR FRAME AND BALLAST APRE—MANUFACTURED SYSTEM AND SHOWN HERE ONLY TO ILLUSTRATE THE PROPOSED 9 0 9T2a/1, NOT FM 00N RUCnON _ - - - - METHOD OF INSTALLING THE PANELS. THE CONTRACTOR MUST O - - - - - - REFER TO THE MANUFACTURERS SPECIFICATIONS AND DOCUMENTS U FOR ALL FRAMING AND BALLAST INSTALLATION REQUIREMENTS. IN THE CASE OF DISCREPANCIES BETWEEN THIS DRAWING AND THE BOTTOM VIEW OF BALLAST PAN DPW DOCUMENTS. THE DPW DOCUMENTS WILL GOVERN, y 660.28" I TOP VIEW 1 DPW SOLAR MODULE MOUNT CONNECTION DETAILS i AREA 2—20 SCALE: N.T.S. • INFORMATION SHOWN IS REFERENCED BY _ 4 DPW SOLAR MODULE LAYOUT PLAN (SA1-1� PROJECT: DPW SOLAR I t2091 SCALE: N.T.S. Q NORTHSIDE SPOILER 47.94 kW (DC) PHOTOVOLTAIC SYSTEM o (Nor sHlowN ON TOP vlEw) CLASSIC KITCHENS DESIGN 127 AIRPORT ROAD U MODUBLE FRONT BRACKET PAMLILAST HYANNIS, MA 02601 WIDTH TYP, 9" 197' END 60, CLAMP Q —BACK BRACKET 5° 5.50- BALLAST BLOCK SCHEDULE SHOWN TASK, ' AREA No. BLOCK SIZE WEIGHT QUANTITY .w. PROJECT MP 7.R. I ORAMiV BH J.W. REY/EM7b RM C.R. 0 2.s 1 4%8"x16" 32 Ibs. 186 DRAWING TITLE: .25" REF, 13.88" L POWER BEAML 24.46 2 4"x8"x16" 32 Ibs. 153 rPANEL MOUNTING DETAILS Z USE INTER—MODULE JIG USE UNDER MODULE JIG J DRAWING NO.. 2 DPW SOLAR MODULE SECTION INFORMATION SHOWN IS FOR REFERENCE NOTE: OALL MATERIALS ARE ALUMINUM AND D— O O ONLY, REFER TO DRAWINGS PREPARED BY STAINLESS STEEL. THE COPYING OR REUSE OF THIS DOCUMENT,OR PORTIONS THEREOF,W/THOUT 7NE —20 SCALE: N.T.S. DPW SOLAR FOR MODULE LAYOUT AND WRITTENAGREEMENTOF WH17MANIS PROH/SITED,COPYRIGHT2011,WHITMAN SHEET NO.: ti RACKING DESIGN, DONOTSCALETHISORAWING 7 OF 15 k + WHITMAN 118 TICES LANE. UNIT B-1 EAST BRUNSWICK. NJ 08816 TEL: (732) 390-5858 FAX: (732) 390-9496 SEAL.• JOHN W.COIAGRANDE JR.,P.E. 047E OONYON9ENTH OF UASSAOIUSET,S PROFES40NAL ENGINEER-ONL 148784 DRAWING NOTE. 1. IF THIS DRAWNG DOES NOT CONTAIN THE RAISED SEAL OF THE PROFESSIONAL ENGINEER, IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION 148.58" ' 197.66' 4 PLCS 2. THIS DRAWNG HAS BEEN PREPARED TYP. _ _ AS AN 'D' SIZE DOCUMENT. DO NOT 6 PLCS. 211.71' SCALE THIS DRAWING IF IT IS PLOTTED TYP. AS ANY OTHER SIZE. 2 PLCS. 300" 299.83" +50.97" =350.91" TYP. 5 PLCS. p 2 p ti �J I NO. DATE.' REWSION DESCRIPTION ~ 1120.91"- 0 9/211/11 NOT FOR CCNBTxuCROx Z p TOP VIEW U W ^ AREA 3 DPW SOLAR MODULE LAYOUT PLAN (SA2-2) PROJECT.• D-20 SCALE: N.T.S. Oz 47.94 kW (DC) o PHOTOVOLTAIC SYSTEM Z CLASSIC KITCHENS DESIGN x 127 AIRPORT ROAD HYANNIS, MA 02601 Q BALLAST BLOCK SCHEDULE AREA No. BLOCK SIZE WEIGHT QUANTITY SCAL AS SHOWN TACY. ti I 3 4"x8"x16" 32 Ibs. 261 9/26/11 PRQUECT Nn' ,108,27 ODRAWN BN J.W. REVIEWED BM C.R. - DRAWING TITLE., N PANEL MOUNTING DETAILS DRAWING NO.: NOTE: D-2 01 ~ INFORMATION SHOWN IS FOR REFERENCE ALL MATERIALS ARE ALUMINUM AND ONLY. REFER TO DRAWINGS PREPARED BY STAINLESS STEEL. THECOPYINGORREUSEOFTH/SDOCUMENT,ORPORTIONSTHEREOF,W/THOUTTHE SHEET NO.: DPW SOLAR FOR MODULE LAYOUT AND WRITTENAGREEA4ENTOFWHITMANISPROH/BITED,COPYRIGHT2011,WHITMAN �' RACKING DESIGN. DONOTSC4LETHISDR4WING 8 OF 15 a, 71,4 EQUIPMENT TAG SCHEDULE FOR PV-1 TAG NO. O O O ® ® © O Q WHITMAN NEC ARTICLE 690.14 (C)(2) 690.17 690.14 (C)(2) N/A N/A 690.64 690.53 690.53 118 TICES LANE, UNIT H-1EAST BRUNSWICK, NJ 08818 TEL: (732) 390-5858 SIGN RED WITH WHITE LETTERING RED WITH WHITE LETTERING RED WITH WHITE LETTERING RED WITH WHITE LETTERING BLACK WITH WHITE LETTERING RED WITH WHITE LETTERING WHITE WITH BLACK WHITE WITH BLACK FAX: (732) 390-9498 APPEARANCE LETTERING LETTERING "A LOCATION(S) DC DISCONNECT AT INVERTER COMBINER BOX AC SOLAR BREAKER IN MOP MAIN ELECTRICAL SERVICE PANEL SOLAR SUB-PANEL AC SOLAR BREAKERS IN MDP DC DISCONNECT AT INVERTER DC DISCONNECT AT INVERTER TEXT HEIGHT TEXT HEIGHT 4 1/4" 4 1/4" 4 1/4- 4 1/4" 4 1/4- I(3/32"TYP.) (3/32'TYP.) 4" I. WARNING ELECTRIC SHOCK PHOTOVOLTAIC CAUTION. I TOVOLTAIC DISCO NECT PHOTOVOLTAIC DISCO NECT SIGN s1ZE PHOTOVOLTAIC HAZARD. SOLAR THIS PANELISONLVFORCOMBINING it WARNING INVERTER OUTPUTR'DO NOT TOUCH TERMINALS. DISCONNECT \ ASI,r Tm•A>vllrAND TEXT TERMINALS ON BOTH THE LINE AND SOLAR INVERTER OUTPUTS. CONNECT ON.DO NOT RELOCATE p4T v0.Tn0E: n.roc ry Rp T gmix:ETJDI CONNECT n ERMINLOAD LS MAY BE ENERGIZED IN FOR UTILITY ELECTRIC ti ONOT ADD LOADS n THIS VER-CURRENT DEVICE H fv �,�OPEN POSITION OP RATION C NNECTED "'"" ARTAfXfryTEXT HEIGHT TEXT HEIGHT TEXT HEIGHT TEXT HEIGHT TEXT HEIGHT TEXT HEIGHT TEXT HEIGHT BOX HEIGHT TEXT HEIGHT BOX HEIGHT (3/8"TYP.) (1/8"TYP.) (3/8' 1W.) (3/8'TYP.) (1/8-TYP.) (1/8"TYP.) (1/8"TYR) (1/4"TYP.) (1/8"TYP.) (1/4" TYP.) QUANTITY 1 N/A 1 1 1 4 (3) PV-1, PV-2 & (1) PV-4 PV-3 EQUIPMENT TAG SCHEDULE F 0 R P V—1 JOHN W.COLAGRANDE JR.,P.E. DATE COMMONWTALN OF MASSACKUSETTS PROFESSIONAL ENONEER-OML 148784 TAG NO. ® O 1 D 11 1© 1® 14 DRAWING NOTES: 1. IF THIS DRAWING DOES NOT CONTAIN NEC ARTICLE N/A N/A N/A N/A N/A N/A T E RAISED SEAL OF THE 690.54 PRHOFESSIONAL ENGINEER, IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS SIGN SEE PANDUIT PART i/ ASSUMED FOR THE INFORMATION APPEARANCE BLACK WITH WHITE LETTERING BLACK WITH WHITE LETTERING BLACK WITH WHITE LETTERING BLACK WITH WHITE LETTERING PPANDUIT PAR SEE PANDUIT PART # PPS0305D75 YELLOW WITH BLACK LETTERING SHOWN. 2. THIS DRAWING HAS BEEN PREPARED AS AN . T. DO NOT LOCATION(S) COMBINER BOX DAS SYSTEM & WEATHER STATION INVERTER PHOTOVOLTAIC METER COMBINER BOX COMBINER BOX MAIN ELECTRIC SERVICE PANEL SCALE THISSIZE DRAWING 11F r1T IS PLOTTED AS ANY OTHER SIZE. TEXT HEIGHT TEXT HEIGHT TEXT HEIGHT TEXT HEIGHT PANDUIT.PART PANDUIT PART TEXT HEIGHT (3/8"TYP.) 5. (3/8"TYP.) 5. (3/8"TYP.) (3/8"TYP.) /PPSD2041V2100 /PP50305D75 OR (3/8"TYP.) OR EQUAL DUAL 5" 3" 6 1/2" 6 I/2' 4" _ ---SA-ARRAY COMBINER QC UTION SIGN SIZE BOX#1 DAS V-X �_ SOLAR HOTOVOLTAIC .r F I AND TEXT DATA ACQUISITION SYSTEM ^ SOLAR PHOTOVOLTAIC �01'BI7la� - - - VOLTAGE RATING 60OVDC INVERTER-12.O kW KWH METER �1L ca�S�4,nR.�. ■y/�■�4�II NSYSTEM BREAKER IS BACK FED.TURN FOR SOLAR PHOTOVOLTAIC - 1'EP1ash H�IY4lI ■'.++1��� � •nl OFF BREAKER PRIOR TO WORKING ON MAIN - CURB NT RATING 360 AMPS °-'- _ aHAx AC OPERATING ICE PANEL. SYSTEM Hazard p�FFpp �TT����pp��TT�� �pI[DQ� OPESERRATING CURRENT:1 g4.1�r.NFH�1.AAtH I'Fi-:lYA�fl� -0PERATINGAC OLTAGE:I08 VAC TE%T HEIGHT TEXT HEIGHT = TEXT HEIGHT TEXT HEIGHT p� 2 p�v (1/4"TYP.) (1/4"TYP.) ... ...... .. ..:...... (1/8"TYP.) (~,1 N/A IF SUPPLIED BY N/A IF SUPPLIED BY NO. I DATE: I REVISION DESCRIP77ON o QUANTITY N/A 2 (1)PV-3 & (1) PV�4(1) 1 COMBINER BOX COMBINER BOX 1 D 9/2a NOT FOR CONSTRUCTION MANUFACTURER MANUFACTURER REFERENCE DRAWINGS: 1. REFERENCE DRAWING T-101 TYPICAL NOTES, SYMBOLS AND ABBREVIATIONS W Z 2. REFERENCE DRAWING E-300 OVERALL SOLAR ROOF PLAN O PROJECT.• 1 O 47.94 kW (DC)IF IN A LOCATION NOT NEAR 7 1 PHOTOVOLTAIC SYSTEM OTHER DISCONNECTS A SIGN SHOULD BE PROVIDED TO CLASSIC KITCHENS DESIGN Ln INDICATE LOCATION OF SERVICE a DISCONNECT AND SOLAR 127 AIRPORT ROAD DISCONNECT HYANNIS, MA 02601 0 y 3 2 0� OO 0 =JwD I 1 O O O O o 0 0 0 o Q e o SrAl F., AS SHOWN TASK' 1 Pi OT M 9/27/11 PBa7rcT NO mal2r I e o 0 o e e a 11 DRAWN BY.•J,W, RM2f1 EO iW C.R. 14 5 o 0 0 0 o e e DRAWING TITLE,• EQUIPMENT TAG SCHEDULE = COMBINER BOX SOLAR AC DISCONNECT SWITCH DC DISCONNECT SWITCH MAIN ELECTRICAL SERVICE PANEL SOLAR SUB—PANEL INVERTER PHOTOVOLTAIC METER DRAWING No.: g 1 EQUIPMENT TAG INFORMATION THE COPY/NGOR REUSE OF THIS OOCUMENT,OR POR770N5 THEREOF,WITHOUT THE D-300 -3O SCALE: N.T.S. WRITTENAGREEMENTOFWH/TMANISPROH/RITEO,COPYR/GHT2011,WHITMAN SHEET NO.: ~ - DONOTSC4LETH/SDRAWIN6 9 OF 15 , v] r REFERENCE DRAWINGS: - 1. REFERENCE DRAWING T-101 TYPICAL NOTES, - SYMBOLS AND ABBREVIATIONS 2. REFERENCE DRAWING E-200 PHOTOVOLTAIC ONE LINE DIAGRAM. WHITMAN KEYED NOTES: 116 TICES LANE. UNIT B-1 OPROVIDE 2 #12 & #12 GROUND IN 3/4" CONDUIT EAST BRUNSWICK. NJ 08818 FROM NEW 1P-20 AMP CIRCUIT BREAKER IN FAX: (732) 390- FAX: (732) 390-94969498 PYRONOMETER EXISTING 120/208 VOLT PANEL WITH SPARE THERMOMETER CAPACITY. MODULE TEMP. SENSOR (LOCATED UNDER NEAREST MODULE) LOCATED O PROVIDE 2 #12 & #12 GROUND IN 3/4" CONDUIT OUTDOORS FROM NEW 1P-20 AMP CIRCUIT BREAKER IN LOCATED OUTDOORS Tit I---------------------- EXISTING 120/208 VOLT PANEL WITH SPARE ----------------- -T III I V INSIDE CAPACITY. PROVIDE TVSS RECEPTACLE HUBBELL yHBL5360S OR EQUAL TO SERVE NEW DATA ACQUISITION PANEL IN ELECTRIC ROOM. ------------- -- I I_---------I BUILDING COORDINATE EXACT LOCATION IN FIELD. I MODULE TEMP. SENSOR SEAL.• LOCATED INSIDE BUILDING I (LOCATED UNDER II NEAREST MODULE) II 110V AC OR 24V DC SCHED. I� 40 RIGID CONDUIT .5" (OUTSIDE) (1) .75" EMT SATCON POWERGATE CONDUIT (INSIDE) SEE DECK I I PLUS INVERTER 135 KW Iy18 GA, SHIELDED, TWISTED PAIR NOTE # 1 II BELDEN Q1120A OR EQUAL RATED I I FOR 60OV. .75" PVC SCHED. 40 0 I I RIGID CONDUIT (OUTSIDE) JOHN W.COIAGRANOE JR..P.E. DATE COMMONWEALTH OF MASSACHUSETTS OPTIONAL: .5" EMT CONDUIT PROFESSONAL ENGINEER-OML 148794 (INSIDE) DRAWING NOTF /{18 SHIELDED. TWISTED PAIR I ______[:w ____-_�__- 1. IF THIS THE RAISEDWNG SEAL OFETHEOT CONTAIN .75" PVC SCHEDULE 40 I r —may PROFESSIONAL ENGINEER. IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS RIGID CONDUIT (OUTSIDE) ASSUMED FOR THE INFORMATION OPTIONAL: .5" EMT (INSIDE) IMODBUS LOOP SHOWN. CONNECT TO: VERIS CT'S 2. THIS DRAWING HAS BEEN PREPARED AS AN 'D'SIZE DOCUMENT. DO NOT & INVERTER'S COMM LINK, SCALE THIS DRAWING IF IT IS PLOTTED AS ANY OTHER SIZE. SE CAT 5 ETHERNET 7 _ +, // 11 __ -) I SEE DECK NOTE #2 I LINE TERMINATED BY RJ45 JACKS ACQUISUITE I I DATA LOGGER J o J EXISTING - CUSTOMER TO ------------ COMPUTER SUPPLY INTERNET INDOOR ONLY ROUTER OR OR OUTBOUND = ONLY PORT 80 I' EXISTING NO. DATE: REVISION DESCRIPTION a SERVER & O o 9/2a/T1 NOT FOR con9mucnox INTERNET LINE p 6 FT. LINE SUPPLIED BY CORD PROVIDED OTHERS 1 DECK MONITORING DIAGRAM W -40 SCALE: N.T.S. Z DECK DAS NOTES: O PROJECT.• a 1. 24 VOLT DC POWER SUPPLY CONDUCTORS CAN BE RUN IN THE SAME CONDUIT AS THE 18 GA., SHIELDED MODBUS CABLE. 47.94 kW (DC) Q 2. THE VERIS CT'S ARE LOCATED EITHER IN THE INVERTER CABINET BY THE PHOTOVOLTAIC SYSTEM AC BREAKER, OR IN THE AC FUSED DISCONNECT CABINET. CLASSIC KITCHENS DESIGN z 127 AIRPORT ROAD x 3. THE MODULE TEMPERATURE SENSOR'S CABLE CANNOT BE MODIFIED. HYANNIS, MA 02601 � LOCATE THE MET STATION SO THAT THIS SENSOR'S CABLE WILL REACH UNDERNEATH, AND SECURE IT TO THE CLOSEST MODULE. U 4. INSTALLATION OF WEATHER STATION TO BE COORDINATED IN THE FIELD Q WTH CONTRACTOR BL1 Zvi 1 U SCB1L• AS SHOWN SBSfL: ,1 hPLOT DAN • 9 29 11 PROJECT N"• 110812T OI .. DRAM BN J.W. REWEx'EO BM C.R. DRAWING TITLE., DECK MONITORING DIAGRAM 0 � - DRAWING NO.: D- 400 THE COPYING OR REUSE OF THIS DOCUMENT,OR PORTIONS THEREOF,WITHOUT THE SHEET NO.: WRITTENAGREEMENTOFWHITMANISPROHIBITED,COPYRIGHTIDI.y WHITMAN ti DONOTSCALETHISDRAWING 10 OF 15 TRUE - NORTH (01 WHITMAN 118 TICES LANE, UNIT B-1 EAST BRUNSWICK, NJ 08818 EXISTING ME FAX TER BANK : (732) 390- FAX: (732) 390-9498 9498 EXISTING UNDERGROUND I U7/LITY CONDUITS I ' I I NEW HANDHOLE FOR UTILITY CONDUCTORS I ' I ' NEW HANDHOLE FOR FEEDERS TO E)aSTING METER BANK i A I I 1 ' I ' I ' I ' I ' I ' I ' I ' I ' I NEW UNDERGROUND AC l I CONDUITS TO RE-FEED E)4STING METER STACK I JOHN W.C AGAGRANDE JR..P.E. DATE • COMMONWEALTH OF MASSAOIUSETTS L• PROFESSIONAL ENGNEER-OVIL 148784 NEW UTILITY CONDUCTORS PIN DRAWING NOT�c• I , 1. IF THIS DRAWING DOES NOT CONTAIN THE RAISED SEAL OF THE PROFESSIONAL ENGINEER,IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS NEW CT & METER CABINET I ASSUMED FOR THE INFORMATION SHOWN. n 2. THIS DRAWING HAS BEEN PREPARED AS AN 'D'SIZE DOCUMENT. DO NOT SCALE THIS DRAWING IF IT IS PLOTTED NEW 600A SERVICE DISCONNECT U AS ANY OTHER SIZE. n TRUE NORTH NEW 400A SOLAR SUB PANEL 10') o i 0 V NO. DA T£: REVISION DESCRIP77ON 0 9/29/11 NOT MR CONSTRUCTION (� 00 U NEW 11.4 kW INVERTER (TYP. OF 4) Lo ❑ ❑ o 0 Q. PROJEC Ql� 47.94 kW (DC) Q e ENLARGED AREA PHOTOVOLTAIC SYSTEM CLASSIC KITCHENS DESIGN i 127 AIRPORT ROAD HYANNIS, MA 02601 Q &L 1 bPS 1 U - SCAL AS SHOWN IBSfL; 1 h • 9/27/11 PROJECT Na 1108127 DRAWN BN J.W. REWEWED BM L.R. 0 ENLARGED SITE LAYOUT -100 SCALE: 1/4"=1 -O_ DRAWING TITLE GRAPHIC SCALE ELECTRICAL SITE PLAN N a o z a e Ws REFER TO ONE-LINE DIAGRAM FOR WIRE/CONDUIT SIZES, e Q E-200 DRAWING NO.: (IN FEET) - LC— 1 00 ~ 1�4 INCH = 1 FOOT . THE COPYING OR REUSE Of 77YIS DOCUMENT,OR POR77ONS THEREOF,WITHOUT THE WR/TTENAGREEM£NT Of WHITMAN IS PROHIBITED,COPYRIGHT 2011,WHITMAN SHEET NO.: DONOTSCALETHISORAWING 1 OF )S REFERENCE DRAWINGS: - A,C WIRE AND CONDUIT SCHEDULE 1, REFERENCE DRAWING T-101 TYPICAL NOTES, SYMBOLS AND ABBREVIATIONS MINMINAL MINIMUM - LOCATION WIRE SIZE AC TYPE NOTES 2. REFERENCE DRAWINGS E-300 OVERALL ROOF PLAN AND PANEL LAYOUT VOLTAGE_ CONDUIT AREAS. A EXISTING SERVICE CONDUCTORS NOTES: WHITMAN B 24OV 1PH 2 3 350 MCM + 1 GND (2 3' C 240V 1PH 3 3 O. THWN + IS GND, 2' 1. ALL CONDUITS ON ROOF SHALL BE PVC SCHEDULE 40. UNDERGROUND D 240V 1PH 3. #8 THWN + #Ilk GND: 3 4- CONDUITS SHALL BE SCHEDULE 40 EXCEPT WHERE SUBJECT TO VEHICULAR 118 TICES LANE, UNIT B-1 TRAFFIC CONTRACTOR SHALL INSTALL SCHEDULE 80 PVC. EAST BRUNSWICK. NJ 08816 TEL: (732) 390-5858 2. ALL CONDUITS IN BUILDING SHALL BE EMT. FAX: (732) 390-9496 KEYED NOTES: 3. ALL CONDUITS ROUTED ON THE EXTERIOR OF THE BUILDING SHALL BE a INSTALLED IN ACCORDANCE WITH NEC ARTICLE 300.50. Ol EXISTING UNDERGROUND UTILITY FROM POLE 120/240V i PHASE. 4, CONTRACTOR'MAY USE THE MC CABLE EQUIVALENT FOR THE AC HARING OPROVIDE NEW HANDHOLE TO INTERRUPT EXISTING UTILITY FEEDERS TO INDICATED ON DRAWINGS WHERE RUN IN CONCEALED SPACES AND OUTSIDE METER STACK. EXTEND UTILITY CONDUCTORS FROM HANDHOLE TO NEW OF THE ELECTRICAL/MECHANICAL ROOMS. MC CABLES SHALL BE INSTALLED CT CABINET, IN ACCORDANCE WITH NEC ARTICLE 330. O3 PROVIDE NEW CT CABINET AND Ell—DIRECTIONAL METER IN NEMA 3R 5. ALL DC CONDUCTORS ON ROOF HAVE BEEN SIZED BASED ON A DERATING ENCLOSURES. FACTOR OF ,82 WITH AN AMBIENT TEMPERATURE OF 34'C AND 90'C SEAL.. ONEW 600A SERVICE DISCONNECT FUSED AT 600A WITH LINE SIDE O CONDUCTOR INSULATION, 4 CONNECTION FOR SOLAR SUB PANEL IN NEMA 3R ENCLOSURE. PROVIDE 7 UTILITY 6. CONTRACTOR SHALL COLOR CODE SOURCE WIRING AS FOLLOWS LUGS AS REQUIRED FOR CONNECTION, POSITIVE-RED NEGATIVE-BLACK TAPED AT WHITE TERMINATIONS. OS PROVIDE NEW HANDHOLE TO CONNECT NEW METERED CONDUCTORS TO EXISTING METER STACK, A I OEXISTING SIX POSITION 120/240V METER STACK. CONTRACTOR SHALL 6 REPLACE EXISTING UTILITY METERS WITH TENANT METERS. I (DNEW 400A 120/240V 1 PHASE SOLAR SUB PANEL IN NEMA 3R I JOHN W.COfAGRANDE JR.,P.E. DATE ENCLOSURE WITH BI—DIRECTIONAL MAIN BREAKER, (4) 50A — 2P 2 COMMONWEALTH OF MASSACHUSETTS BI—DIRECTIONAL BREAKERS FOR INVERTERS AND (1) 20A 2P BREAKER eRaRAWNFESSLONAL Exax TES: 1 oRia� DRAW/NG NOTES: FOR MONITORING. 1. IF THIS DRAWING DOES NOT CONTAIN THE RAISED SEAL OF THE PROFESSIONAL ENGINEER, IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS 3 ASSUMED FOR THE INFORMATION B SHOWN. 2. THIS DRAWING HAS BEEN PREPARED AS AN 'D'SIZE DOCUMENT. DO NOT SCALE THIS DRAWING IF IT IS PLOTTED M AS ANY OTHER SIZE. 5 B B o C W O 400A 120/240V 1 PHASE o. SOLAR SUB PANEL 6 I A o: O EXISTING SIX POSITION METER STACK O _______ 1200A I i 2P NO. DATE: REWSION DESCRIPTION Ll \ \ 0 9/28/11 NOT TOR CONSTRUCNON 120A 150A �SOA �SOA �SOA 200A b` 200A 200A �` 200A d` 200A 200A I O /2P /2P 2P 2P 2P I )3P )3P )3P )3P )3P )3P I j I I I I I I I I D Q. PROJECT.• I I I I I I I I 47.94 kW (DC) Q L___I— I___J TO TO 11.4KW TO 11.4KW PHOTOVOLTAIC SYSTEM y I I I I I I M NITORI G INVERTER INVERTER CLASSIC KITCHENS DESIGN � I I I I (PV-2) SEE (PV-4) SEE x I I I I I I D-400 DRAWING DRAWING 127 AIRPORT ROAD EXISTING I I I I I FEEDERS TO TO 11.4KW E-201 TO 11.4KW E-202 HYANNIS, MA 02601 REMAIN INVERTER INVERTER II (DRAWING E (DRAWI G E I I E-201 E-202 SCA AS SHOWN DiSL; 1 1 9/27/11 PROJECT T—�No•— 110812T /� � . W ALL WORK SHALL BE COORDINATED WITH DRAWN BY.'J,W ReW9EweD Rr C.R. o EXISTING LOADS UTILITY PRIOR TO INSTALLATION. OTrawiNc nrzf PHOTOVOLTAIC SYSTEM o ONE LINE DIAGRAM N Z DRAWING NO.: Q 1 PHOTOVOLTAIC SYSTEM ONE LINE DIAGRAM E- Z O O -2O SCALE: N.T.S. THE COPYING OR REUSE OF THIS DOCUMENT,OR PORTYONS THEREOF,W/rHOUT THE WR/TTENAGREEMENTOFWHIrMANISPROH/B/rED,COPYRIGHT201l,WHITMAN SHEET NO.: DONOTSCALETHISDRAWING 12 OF 15 REFERENCE DRAWINGS: - PANEL KYOCERA, 235, STRING SIZE 13 vmP 29.s Imp 7,89 DC WIRE AND CONDUIT SCHEDULE P V- 1 & 2 1, REFERENCE DRAWING T-101 TYPICAL NOTES, SYMBOLS AND ABBREVIATIONS Voc 36.9 Isc 8:55' 2. REFERENCE DRAWINGS E-300 OVERALL ROOF PLAN AND PANEL LAYOUT - AREAS. SHORT OPEN CIRC. _IIIT ,MAX.POWER VOLTAGE AMPERAGE WIRE dt NUMBER OF MAX POWER DISTANCE NOT WIRE TYPE SIZE & STRING # CIRCUIT AMPS VOLTAGE' VOLTAGE DROP FUSE SIZING MINIMUM CONDUIT STRINGS AMPS (Imp) TO EXCEED (FT) (FROM 'ARAY TO INVERTER) WHITMAN (Isc) (Voc). (V-P) AMPERAGE- (Isc x 1:56),: - NOTES: _SA1-1 1 8.6 7.9 479.7 _ 387.4 7.9 290 13.34 2 #10 THWH + 6 GR-CU SA1'-2 _ 1 ____ 8.6 7.9 _479.7 -_387-4 7`9 290 13.34 _.__..._._._......2_.#10 IHWN - CU 1• ALL CONDUITS L ROOF SHALL BE PVC SCHEDULE 40.SUBJECT TO 11S TTCEB LANE, UNIT 81 1 1/2.' CONDUITS SHALL BE SCHEDULE 40 EXCEPT WHERE SUBJECT TO VEHICULAR EAST 732) 390-5 58 06816 SA1-3 1 8.6 7.9 479.7 _ 387.4 _7.9 290 13.34 _ 2 10 THWN - CU TRAFFIC CONTRACTOR SHALL INSTALL SCHEDULE 80 PVC. TEL: (732) 3s0-5s5a 6 -- 7.9 ST _ 479 5- 387.4 7.9 _ 290 13.34 TH N- - FAX: (732) 390-9496 SA2-1 .1 -- 8 6: ___. 479.7-- 387 __-79 __ .�_,__ G __._� _- ._._.,._..--.._.__2.......�d. ��GR-GLT 2. ALL CONDUITS IN BUILDING SHALL BE EMT. 8.61 9. N _SA2-3 1. 8 6 7.9 479C7 387.4 7.9 290' 13=34 2 �10 THWN - CU 1 1/2 3. ALL CONDUITS ROUTED ON THE EXTERIOR OF THE BUILDING SHALL BE SAZ-4 1_-____ B.6 _._:.. 7 9. 479.7. ___387.4 T__ 7.9_ _-_ 290,.._� _ _13:34.___...-:__._ __:___2_j[L_,THWN - CU INSTALLED IN ACCORDANCE WITH NEC ARTICLE 300.50. 4. CONTRACTOR MAY USE THE MC CABLE EQUIVALENT FOR THE AC WIRING KEYED NOTES: INDICATED ON DRAWINGS WHERE RUN IN CONCEALED SPACES AND OUTSIDE O OF THE ELECTRICAL/MECHANICAL ROOMS. MC CABLES SHALL BE INSTALLED 13 A WATT PANELS WIRED SERIES. 8 STRINGS TOTAL PV-1 IN ACCORDANCE WITH NEC ARTICLE 330. & PV-2.-2. EACH MODULE INCLUDES 2 #10 AWG OUTDOOR RATED QUICK CONNECTS FOR MODULE INTERCONNECTION. DO NOT REMOVE THE QUICK 5. ALL DC CONDUCTORS ON ROOF HAVE BEEN SIZED BASED ON A DERATING SEAL-• CONNECTS. OTHERWISE THE MODULE WARRANTY AND THE UL LISTING MAY FACTOR OF .82 WITH AN AMBIENT TEMPERATURE OF 34'C AND 90'C BE INVALIDATED. CONNECTORS TO BE LOCKING TYPE IN ACCORDANCE CONDUCTOR INSULATION. WITH NEC 690.33 (C). STRING WITH CONTINUOUS #10 USE-2 SUNLIGHT RESISTANT CABLES. 6. CONTRACTOR SHALL COLOR CODE SOURCE WIRING AS FOLLOWS O #6 AWG BARE GROUNDING WIRE WILL BE USED TO CONNECT THE METAL POSITIVE-RED RACKING TO THE INVERTERS. USE APPROVED UL LISTED LAY-IN GROUND NEGATIVE-BLACK TAPED AT WHITE TERMINATIONS. LUGS (ISCO GBL-4 (AL/CU) OR APPROVED EQUAL). USE STAINLESS STRING #SAl-1 STRING #SA2-1 STEEL SERRATED STAR WASHER OR OTHER APPROVED METHOD TO CREATE OO + O + A DISTINCTIVE SEPARATION BETWEEN DISSIMILAR METALS. PROVIDE ONE GROUNING CONDUCTOR TO EACH SUB ARRAY. O 11.4-1 KW FRONIUS STRING INVERTER. JOHN W.CO-RANDE JR.•P.E. DATE COIWONWEAM OF MASSACHUSETTS PROFESSIONAL ENGINEER-OWL 1 48784 O O DRAWING • 2 G 2 G 1. IF THIS DRAWING DOES NOT CONTAIN THE RAISED SEAL OF THE PROFESSIONAL ENGINEER, IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS O + STRING #SAI-2 O STRING #SA2-2 ASSUMED FOR THE INFORMATION t 2. THIS DRAWING HAS BEEN PREPARED AS AN 'D' SIZE DOCUMENT. DO NOT SCALE THIS DRAWING IF IT IS PLOTTED AS ANY OTHER SIZE. o O + STRING #SAl-3 O STRING #SA2-3 + o - NO. DATE: REWSION DESCRIPTION h o 9/2e/11 NOT FOR wnsrRUCnan Ln U Q O11.4 KW INVERTER 11.4 KW INVERTER PV-1 O + STRING #SA1-4 O PV-2 O + STRING #SA2-4 Lo OC DGDC DC _ W Q. D ISCONNECT "�� DISCONNECT PRO✓ECr.• Q 15A 47.94 kW (DC) o PHOTOVOLTAIC SYSTEM y 1sA CLASSIC KITCHENS DESIGN i 127 AIRPORT ROAD 15A HYANNIS, MA 02601 U 15A Q _- -- RL1 1PL' I r---T AS SHOWN IBSIL' 1 N SEE E-200 FOR i I SEE E-200 FOR I 9/27/11 PROJECT- 110812T I� CONTINUATION �- _� o CONTINUATION DRAWN er J.W. REWfWFD Bf+C.R. ! D SEE E-200 D SEE E-200 ORAWING TITL PHOTOVOLTAIC SYSTEM O GROUNDING - GROUNDING GROUNDING ONE LINE DIAGRAM j CONDUCTOR FROM CONDUCTOR FROM CONDUCTOR FROM (PV-1) & (PV-2) 2 INVERTER PV-2 INVERTER PV-1 INVERTER PV-3 DRAWING NO.: E-201 1 PHOTOVOLTAIC SYSTEM ONE LINE DIAGRAM PV-1) & (PV-2) 7HE COPYING OR REUSE OF THIS DOCUMENT,OR PORTIONS THEREOF,W/THOUT ME SHEET No. E-201 SCALE: N.T.S. - WR/TTENAGREEMENTOFWH/TMANISPROH/B/TEO,COPYR/GHT2011,WH/TMAN I� - DO NOTSCALE THIS DRAWING 13 OF 15 PANEL IKYOCERA 235 STRING SIZE I r3 REFERENCE DRAWINGS: - Ymp 20_8 Imp 7.99 DC WIRE AND CONDUIT S C H E,D U_L E P V-3. 1. REFERENCE DRAWING T-101 TYPICAL NOTES, SYMBOLS AND ABBREVIATIONS Yoe 36.9 Isc 8.55 SHORT OPEN CIRCUIT MAX POWER VOLTAGE AMPERAGE WIRE & 2 AREAS. CE DRAWINGS E-300 OVERALL ROOF PLAN AND PANEL LAYOUTAN NUMBER OF MAX POWER • •- DISTANCE.NOT ,• WIRE+SIZE AE TYPE REFERENCE STRING # CIRCUIT AMPS VOLTAGE VOLTAGE DROP FUSE SIZING MINIMUM CONDUIT STRINGS (Isc} AMPS (Imp) (yoc) (Vmp} AMPERAGE TO EXCEED_ FT (�sc x 1.56) (FROM ARAY TO INVERTER) WHITMAN ( ( .} NOTES: SA3-1 1 8.6 7.9 479.7 387.4 7 9' 290 13.34" 2 fl6 THWN t6_GR-CU - SA3-2 _ 1 8.6, 7.9. 479.7 _ 387.4 _ 7.9 _ 290 _ 13.34 ___ _ 2�10, THWN - CU _ 1. ALL CONDUITS ON ROOF SHALL BE PVC SCHEDULE 40. UNDERGROUND 116 TICES LANE. UNIT B-1 SA3=� 1 8.G �---- - 479'.9 ,87.$- --Y9 -29f). -�'3$� 2 10 TAT--CiT Y-- 1 1/2 CONDUITS SHALL BE SCHEDULE 40 EXCEPT WHERE SUBJECT TO VEHICULAR EAST BRUNSWICK, NJ 08816 A3 479. 8 .9 29 ., - THW C TRAFFIC CONTRACTOR SHALL INSTALL SCHEDULE 80 PVC. TEL: (732) 390-5858 ._._._..- �_-_'---= --'- - --- ...._.:_- FAX: (732) 390-9496 PANEL IKYOCERA 235 STRING SIZE 1. 12 2. ALL CONDUITS IN BUILDING SHALL BE EMT. VmP 29.8 Imp. 7.89 DC WIRE AND CONDUIT SCHEDULE PV-4 3. ALL CONDUITS ROUTED ON THE EXTERIOR OF THE BUILDING SHALL BE Yoc 36.9 I'sc 8.55 INSTALLED IN ACCORDANCE WITH NEC ARTICLE 300.50. SHORT OPEN CIRCUIT."MAX POWER VOLTAGE AMPERAGE 'WIRE & 4. CONTRACTOR MAY USE THE MC CABLE EQUIVALENT FOR THE AC WIRING NUMBER,OF MAX POWER DISTANCE.NOT WIRE SIZE dE TYPE INDICATED ON DRAWINGS WHERE RUN IN CONCEALED SPACES AND OUTSIDE STRING4'1 - CIRCUIT AMPS .VOLTAGE `VOLTAGE DROP FUSE SIZING - ;MINIMUM+.CONDUIT STRINGS (Isc} AMPS (Imp) (Voc) TO EXCEED .(FL) (Isc x 1`.5,6) (FROM ARAY TO INVERTER) OF THE ELECTRICAL/MECHANICAL ROOMS. MC CABLES SHALL BE INSTALLED (Vmp} AMPERAGE' IN ACCORDANCE WITH NEC ART SA4-1 15 _128.3 _ 118.4 442.8 357.6 _ _118.4 370, 200.07 2 10 THWN _ #--N - CU ---- 5. ALL DC CONDUCTORS ON ROOF HAVE BEEN SIZED BASED ON A DERATING S SA4=2 15 128.3 118.4 -� 442.8 •--- 357.6' � 118.4- ---370• -- ---� 200.07 2 #10 THWN - CU EAL.• SA4-3 ��5 128.8 11.8. 442,8 357.E 118 --370 200.07 2 10 TT WN - GU 1. 1/2, FACTOR OF .82 WITH AN AMBIENT TEMPERATURE OF 34'C AND 90'C SA4=4 5 .__�:......28�3`._- 118. 442.8_.._. 357.6---118.4, 37 - 200.01 .�.____,._.�____ `� THW�-_CU--_• ._. -_- CONDUCTOR INSULATION, 6. CONTRACTOR SHALL COLOR CODE SOURCE WIRING AS FOLLOWS KEYED NOTES: POSITIVE-RED O13 KYOCERA 235 WATT PANELS WIRED IN SERIES. 4 STRINGS TOTAL PV-3. NEGATIVE-BLACK TAPED AT WHITE TERMINATIONS. EACH MODULE INCLUDES 2 #10 AWG OUTDOOR RATED QUICK CONNECTS STRING #SA3-1 STRING #SA4-1 FOR MODULE INTERCONNECTION. DO NOT REMOVE THE QUICK CONNECTS. O + 1A + OTHERWISE THE MODULE WARRANTY AND THE UL LISTING MAY BE INVALIDATED. CONNECTORS TO BE LOCKING TYPE IN ACCORDANCE WITH NEC 690.33 (C). STRING WITH CONTINUOUS #10 USE-2 SUNLIGHT RESISTANT CABLES. JOHN W.coAcwwOe JR.,P.E. DATE CWIMONMEALTN OF MASSACKUSETTS 1A 12 KYOCERA 235 WATT PANELS WIRED IN SERIES. 4 STRINGS.TOTAL PV-4. PROFESSIONAL ENGNEER-CML 148784 DRAWING NOTF EACH MODULE INCLUDES 2 #10 AWG OUTDOOR RATED QUICK CONNECTS O r7/ FOR MODULE INTERCONNECTION. DO NOT REMOVE THE QUICK CONNECTS. G O G i. IF THIS DRAWING DOES NOT CONTAIN OTHERWISE THE MODULE WARRANTY AND THE UL LISTING MAY BE THE RAISED SEAL OF THE INVALIDATED. CONNECTORS TO BE LOCKING TYPE IN ACCORDANCE WITH PROFESSIONAL ENGINEER, IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS NEC 690.33 (C). STRING WITH CONTINUOUS #10 USE-2 SUNLIGHT O STRING #SA3-2 O STRING #SA4-2 ASSUMED FOR THE INFORMATION RESISTANT CABLES. + 1A + SHOWN. 0 #6 AWG BARE GROUNDING WIRE WILL BE USED TO CONNECT THE METAL - z. rHls DRAWING HA s BEEN PREPARED RACKING TO THE INVERTERS. USE APPROVED UL LISTED LAY-IN GROUND AS AN 'D' SIZE DOCUMENT. DO NOT SCALE THIS DRAWING IF IT IS PLOTTED LUGS (ISCO GBL-4 (AL/CU) OR APPROVED EQUAL). USE STAINLESS AS ANY OTHER SIZE. STEEL SERRATED STAR WASHER OR OTHER APPROVED METHOD TO CREATE A DISTINCTIVE SEPARATION BETWEEN DISSIMILAR METALS. PROVIDE ONE GROUNING CONDUCTOR TO EACH SUB ARRAY. 3O 11.4-1 KW FRONIUS STRING INVERTER. STRING SA3-3 CD + # 1A + STRING #SA4-3 J� N0. DATE: REWSION DESCRIP77ON a 0 9/28/11 NOT FOR CONSTRUCTION U k It4 KW INVERTER 11.4 KW INVERTER Q O PV-3 Oj + STRING #SA3-4 O PV-4 1A + STRING #SA4-4 DC DC W Ac'1� DISCONNECT Act DISCONNECT PROJECr• Q 15A 15A 47.94 kW (DC) o PHOTOVOLTAIC SYSTEM h '� 15A CLASSIC KITCHENS DESIGN x 15A 127 AIRPORT ROAD U 15A IJ I HYANNIS, MA 02601 U ISA 15A J I I BLO 1 101' 1 � r­ -- r__, AS SHOWN TASK, 1 SEE E-200 FOR i I SEE E-200 FOR PIOT Q,47F.' 9/27/11 Pa- F"E"Ns' 1108127 1 CONTINUATION CONTINUATION '- _� ODRAWN BY.•J.W. RENEWED RY•C.R. ! D SEE E-200 0 .SEE E-200 DRAWING TITL PHOTOVOLTAIC SYSTEM p GROUNDING GROUNDING - GROUNDING ONE LINE DIAGRAM • N CONDUCTOR FROM CONDUCTOR FROM CONDUCTOR FROM (PV-3) & PV-4 Q INVERTER PV-2 INVERTER PV-4 INVERTER PV-3 DRAWING NO.: E- 202 1 PHOTOVOLTAIC SYSTEM ONE LINE_ DIAGRAM PV-3) & (PV-41 THE COPYING OR REUSE OF THIS DOCUMENT,OR PORTIONS THEREOF,WITHOUT THE SHEET NO.: -20 - SCALE• N.T.S. . WRITTENAGREEMENTOF WHITMAN ISPROHIBITED,COPYRIGHT2011,WHITMAN ni "' - DONOTSCALETH/SDRAWING 14 OF 15 TRUE NORTH ' (01 AV D SOLAR p WHITMAN Sou-+ (1601 116 TICES LANE, UNIT H-1 EAST BRUNSWICK. NJ 08818 TEL: (732) 300-5858 MODULE FAX: (732) 390-9496 MAGNETIC (176°) sAa sAa S-2 s- sA-z sAa '2 - s-L S. SEAL.• 1 �2 JOHN W.COLAGRANDE JR.,P.E. DATE CONMON,IEALTH OF MASSACHUSETTS PROFESSIONAL ENGINEER-DML 148784 RAWING NOTES: 1.D IF THIS DRAWING DOES NOT CONTAIN THE RAISED SEAL OF THE SAi PROFESSIONAL ENGINEER, IT IS NOT A VALID DOCUMENT AND NO LIABILITY IS ---------- — — — X/MATE SHADE ASSUMED FOR THE INFORMATION ----- ----- ----- ------- ----- ------ ----- -------------------------------------------------------------------------------------------- ----- ----- ------ ----- ------------ ----- ------ -- SHOWN --------- ---------- AREA ' SA-2 2. THIS DRAWING HAS BEEN PREPARED EXIS77MG MECHANICAL AS AN •D•SIZE DOCUMENT. DO NOT EOU/PMENT SCALE THIS DRAWING IF IT IS PLOTTED AS ANY OTHER SIZE. e sA 5-3 SA:; = 3s CONDUIT TO INVERTER h DC CONDUITS AND GROUND DO EXTERIOR WALL FROM -03 NO. DATE.• REVISION DESCRIPTION ROW U D 9/2a/,, NOT FOR CONSTRUCTtOM L� SA-3 1 Ln 5-3 S2 PROJECT: Q 47.94 kW (DC) 34" CONDUIT TO NEAREST MODULE y PHOTOVOLTAIC SYSTEM Z FOR TEMPERATURE PROBE CLASSIC KITCHENS DESIGN W )POSED WEAIHER 127 AIRPORT ROAD ti STATION HYANNIS, MA 02601 U h e p i SGBLE AS SHOWN FASX.: , 9/27/11 PROJECT Na.-N 110812T OD DRAWN BI^J.W. RENEWED RM C.R. DRAWING T/TLE.• OVERALL SOLAR 0 1 OVERALL SOLAR ROOF PLAN ROOF PLAN N —30 SCALE: 3/16•=I'-0" NO.: = GRAPHIC SCALE DRAWINGE -3 0 0 Q a ,6 a o z a THE COPYING OR REUSE OF TH/SDOCUM£NT ORPOR770NSTHEREOF,WITHOUT 7HE SH T ( IN FEET) WR/TTENAGREEMENTOF WH/TMANISPROHISITED,COPYRIGHT2011,WHITMAN I 3/16 INCH = 1 FOOT DONOTSCAL£THISDRAWING 15 OF 15 ~ ea ra -0'2 HOUR P%TEDSEPARATIONBOOKKEEPING E"AM OFFICE I g OFFICE 27!E CABINET 78a98 0 MANAGER n/ Ur++�■11 x 4-78'O.C.WI 1'RIGID INSULATION T 8 G PLWD.SUB FLOOR WI CARPET&PAD °° r•'�� CLOS. OF DOOR U O c LL V II cLos. ��. ��• Z V� Lu CLOS. WINE CE I--I BATH IN h W (V NFRENCE FILL7CLOS. ROOM Lu V STEP INF LL �' ra z8xa DOWN TITLE: KITCHEN SAMPLE ROOM SUNROOM ADDITION ' ° INTERIOR SAMPLE FLOOR PLAN ROOM E LL S M DEMO EXISTIN 'w c WALLS (/1 i E v ■ ^u E 0 m o� LINE OF FACIA ON 7-111 STL.COL ABOVE v O CENTER OF BEAM t , g-0 ARCHED CASED �S O DEMO I I OPENING HANDICAPPED z ■ .ps > m • g h � i CLR V 1 8 DISPLAY m m 3'-0° 74• 47 H.C.GRAB E o c$m ++-0• BATH OP�ENINGCASED b AFF,BLOCKING ob + CD F m NEW H.C.ACC. x iv co Q' sad 4 EXISTING LOCA v O SHELFp v o h CN 4-3 O INFILL EXIST.DROPNG c DISPLAY AREA 4 NENTRY +r+� ea °, 00 p o NEW WINDOWS / L� o a TO MATCH EXISTING EXISTING WALL b �� R�% - NEWW� File No. dwg 31'4° VARL ++• , -Q' Date MARCH 26, 2004 lu �. + ® 0. No.80!�6 zc � Sheet No y - �t� r3@ Am 1 i F.G.SHINGLES TO MATCH EXISTING� g 12 z � TYPE W GUTTER R'I O [4- .Hw Em ILL. LU UOve z o � w PARTIAL NORTH ELEVATION U �" w 1 NEW ADDITION ELEVATION TITLE: SCALE:1'8'=1-W SUNROOM ADDITION ELEVATIONS wT� a SECTIONS ct !� n 10 am®,saa � c walroa Ct TYPExame, E 0 u ,.B81MN IO0. �pwoaRa) 8 2 M d m Mo VJ M W N m O 2-C7x1225 STEEL CHANNELS f Ob m x E x � ii U g'BOLTS @ 24'O.C.STAGGERED •oamraFsue a m U) r� 'T O `n o � a a) ao O c) o L a 3 BEAM DETAIL SECTION File No. dwg SCALE:314'=1'-0' Date MARCH 26, 2004 I 2 SECTION THROUGH NEW ADDITION Sheet No SCALE:Or_,'-0' A= 2 r � COMPUTER r '-0 �' MLI 2 HOU13 RATEDSEPARATION mOFFICE, OFFICE 2 BOOKKEEPING Eau+.isro z 74rxV4r o MANAGER U x 4-18'O.C.WI 1'RIGID INSULATION r T&G PLWD.SUB FLOOR WI § CARPET&PAD CLOS. OF DOOR O 0 c Lu Ua � V ►-� a/ aos. ,ot ,o}• w CLOS. WINE � Lu CZ BATH H ,� INFILL TNFRENCE Lu CLOS. p� U S P INFLL sa DC WMN KITCHEN SAMPLE z$x� DOWN TITLE: ROOM SUNROOM ADDITION INTERIOR SAMPLE FLOOR PLAN ROOM LL f'154 t0 DEMO EXISTIN M WALLS c �■■� iF `v cu y sa O ALIGN u 7�o rn LINE OF FACIA In 3?STL.COL ABOVE CENTER OF BEAM g O DEMO ea ARCHED CASED OPENING HANDICAPPED ` L s ■ m THROOM J `m a b, g CLR c n m DISPLAY M 00 " z4k 42'H.C.GRAB E o Ln 3-0 ARCHED CASED rrr BATH OPENING a AFF,BLOCIONG CD Cg CD - 4 m NEW H.C.ACC.' O x 5 e ao R Q; 4 EXISTING LOCA A U 0 O SHELF m N �� Ln O v Ln � INFILLEXIST.DROPNG DISPLAY AREA a NENTRY tt'-tp ea pp o wLn NEW WINDOWS a TO MATCH EXISTING O EXISTING WALL { b EDP NEW NEW WALL File No. dwg O 31'-4" V.I.F. x +�-tt• Q���� �� �� Date MARCH 26, 2004 N0.8096 Sheet No CHA � N NN1� A 1 TIM prm m v o , r A0 L J 110 z O mrZ W cl I� V ao N S N > r v 00 0 o o Z = z M � 0 z o x z 11 o , z A 1y1 'S RESIDENCE FOR: z Polhemus Savery DaSilva 'Ord�rn 0 0 3 o4=z Q CLASSIC KITCHENS N N 101 Depot Road Chatham,MA 02633 O CD Ph 508-945-4500 Fax 508-945-9803•�•psdarchitectsbuilders.com.email:info@psdab.com Z 127 AIRPORT ROAD c/' HYANNIS, MA OWNER OF RECORD ZONING CLA551FICATION Ldward H. Kneale, III, Trustee �c Kneale Realty Trust ZONE B (BU51NE55) Deed Book 857G Page 84 nu MINIMUM FRONTAGE 20 FEET Plan Book 205 Page 119 Parcel A FRONT YARD SETBACK 20 FEET --L OCY9 SITE 15 LOCATED WITHIN GP OVERLAY D15TRICT Pta"r �r 51TE 15 LOCATED OVER 1000 FEET FROM CLOSE5T WP OVERLAY DISTRICT d�oL 51TE 15 NOT LOCATED WITHIN A FLOOD PLAIN h SITE 15 NOT LOCATED WITHIN ACEC Saw 5454 0 CAPE GOD MALI f Or' INDUSTRIAL ZONE PROPOSED LANDSCAPE NOT TO SCALE 15LAND TO RUN ALONG EDGE Of EX15ITNG R PAVEMENT `n O PLAN BOOK 205 PAGE 1 19 N DEED BOOK 857G PAGE 84 91 PROP05ED MODIFIED A55F550R5' MAP 3 12 PARCEL CURET CUT / #t352 7H 5410 \ �— LEGEND EXISTING LOAD AREA #332/6.112 1 - EXISTING CONTOUR, FOR GAS COMPANY / CM" - -32 PROPOSED CONTOUR «:� _ PROPOSED LANDSCAPE PROPOSED ISLAND TO RUN ALONG MODIffED CURB CUT EXISTING SPOT GRADE sa_M EDGE OF EX151TNG _-__--- x 1--4X` PROPOSED SPOT GRADL PRC1C'OSETJ MODIFICATION "' PAVEMENT —'N— WATER 5ERVICE LINE ll TO EX157ING CURB CUT EXISTING LANDSCAPE I. �' —0 — OVERHEAD UTILITY SERVICE BED TO BE REMOVED —U— _ / EXISTING CATCH BASINS �x�„�` UNDERGROUND UTILITY SERVICE �'— GA5 SERVICE LINE TO REMAIN TEST HOLE/ BORING LOCATION sseo un - --- --- - [cc fol RO AU is W 5T SEPTIC TANK E� A DB DISTRIBUTION BOX 5A5 501L AB50RPTION 5Y5TFM 7 --- V for -__ — RPS«tiP RESERVED FOR FUTURE RP O RT F dge of Pavement __ . \ un I FOR EX15T[NG WAT. K `� UTILITY POLE _. . ., ,. -_ ,, _.-------------- MAIN ® CATCH BA.�It`� __- 7A O DRAINAGE MANl1011 tM OP ■ CONCRETE BOUND, I (_)UNI 54.0W5 36 541, .a..,. / iA SKN N R !OP �,A V '° CO + I 52 V FOR rap 37 I 2 11�1 m[7E/E■ 96 53.9E rsv / m o. ` �ep n v " Bottom of 7 'RN°,wn, "-- ,. --Bottom of Excavation `� e3 Excavdtlon FL=52.3 XISTING RETAINING WAIL BENCHMARK: "T eft Pate Et=52.4 Top of Concrete Bound MHr _ BUILDING ? ALONG PROPFRTY LINE u FL=53.9G(Assmed) O, `t f,r5t Ftoor EL=E;O.O 0.REn Et=T,of Foundat'on FL=55.1 54.34 s. ,A 5 EXISTING EDGE OF PAVEMENT - - EXISTING FENCE PROPOSED NEW 1 i; EDGE OF PAVEMENT BU51NE55 70NF t —__f First Fbcx Et_=5A-7 ssss s as K sne C) 4 r r ! 635 DUILDING I I ink Pad / 1�291 BUSINESS ZONE , LXISTING CATCH BASIN TW RIME[ = 52.9 c i Top of Foundat'on - PROP05EO TWO(2) -I(YxG' 54.G Koe LEACH PITS TO BE CONNECTED TO EXISTING CATCH BASIN , 52 .ws ®. 1 vad ng(imp psas i _ PARCEL A .5147 Area=43.424 SF± i 'M -- — S,iK 0 �O �s� 0 20 4U E; ` l SCALE 1 "=20' BU51NE55 ZONE GFp REV15ED 02/1 2/04: Added more detail and proposed par.rv�. - ADULT USE OVERLAY Il5 POLH EM U 5—5AV E RY—DA51 LVA lO S� ARCHITECTS- BUILDERS Depot Road, Chatham, MA 02G33 SITE PLAN 127 ! ?9 Airport Road, tlyannl,3. MA BENNETT A UREILLY, Inc. Engineering, Environmental and Surveying-� Services 0 1573 Hain Street - Route 6A P.O. Box 1667 (508)896-6630 Office Brewster, MA 02631 (508)8"-4687 Fax DATE 01/2 1/U4 JMO/e JMO 8003-3893 1 �y�•fit. 14�� �.�`� • *J' '� � ' �.b �_ Y.. •� '- 4/;"'"Y, kr owlive - e �^,' L�y k� �' �'� � �•1 ,t 4-0 6,ow � .. �,'i'. tr Y -' *� `y, •'�Jes'}°. 't'ilk \ yY,,,;: " ;a r •' Ivan . � ,' '• . °s * � • 1'e Y IJ . } •��i i �t,R „�• ���� a t,. a, ��y pry W 'i f . r,� � '■ � �p � + �.. ' �x�• •� •� err- ul I _ * � pow x 1 . �`iMw�"�"• ��, a r` 1. •�� � : Mb l' .aa„A� � w'�i t r a►. ,�.LyY 4X�..nt. rt 1�....w'{k Ys � �- #r a• •�• s•, r •- '*! ^f,�" �r,� •• xe lrI 1 '�S y r 1 0 ism WNS ke � 1f1 it ./ v •rI.nJ• + . f • .1 T_�♦.IY°oT'� t�s ZA '{. r,aAii.Vt�CIIF�d �/Y•+ All AIL l � � t ; } t»�;a .ib !e t► a ` '�"� � .:,iir.-:AY1> o �` :a�'.:., �:ui..at�S;A ='t"' j �.u..� ��i. a' art^ `�''• ►''1'. Ai Z1e . 07 rim 1•..�•a • +1. r�.lkJa. • iaK.rii.. gig1 J, 0 E ' r ( t'rf�r Ak► • s e _ • .., _1 .. - � ,s, y }.. may...'. n a M a; i , , - ° -` ,�,�, , a ., r.N t,.K . ., r. ,. • -,d` ,, y, � .,�_ �.. � _�. ,r ... , �.' ... ,.' " -.,• :.. ,.. - u<r+ 1, J - - .;.'•� ;;{P� •> is f ,.., .• .s 0 --1 L 6 C_ C SV a ci i S L Fr- T"T ICt"ML Wde d#11 64LN. hAPV,- V X; ►s tOtL M M P • 3 MAT - fXlW A^411 • •� t� / )tr1 L7{/�Mom`.+ ��i •J3 I�� 501E 'R� tr tWL EWA WIceXf, it -I 1 j 1 1 . k •�.t.5�x � .� ' -—2'7AM /1'ZA&V , it + {i yJ 4._' Tree Plant in no scale HDI PLANT LIST QTY SYM COMMOM NAME SIZE DECIDIOUS TREES 3ST Red Maple. Hon-, rust _ondon Pane Zelkove,Green Mtn Ash Linden.Tulip Tree. Sweet um Hybrid Elm 3-3 1�2"CAL Irti 4FT Aristocrat Pea ght-iower�ng Crabapple Kousa Dogwood Yellowwood Tree Amaianch+er Hawthorn Winterking Flowering Do9wood 4-4 5 CAL . k ��- 4 fir± W)CSX- 6 3FT Aristocrat Pear Apr ht FloweringCrabapple. Kousa D wood.Cher Sp.Thundercloud Plum,Silverbell, Flower' D 3-3.5 CAL oi�� r ," FIACJ` P5411_ F 1 W(C71ilt EVERGREEN SHRUBS r , 38 Hybrid Rhodo ,P. Laure ;shade only) Jap Andromeda, China Holly Cherry Laurel 3-3 1;2 HT A. • r s 2B pJM Rhodu Comp + tr:c Rhodo :h'na Hot�, Dw! Mtn _aurei.Jap Andromeda Otto Lutkw Laurel 2-2 �� k leg ymus, D\vf g Harlequin Euonymus, Var. Euonymus. 1B Var sled Euor� Leucothae. bwf Evergreen Azalea 3'I�PtN. �4l�lC Mt((�{ Gumpo Azalea Pink 8 White Yaku 8 BixbyAndromeda 18-24"SPR C �1t1 2EY Spreading Yew Comp ;:.a Holly, B,xwood•Shamrock Inkberry 2.2 1/2 SPR �b 3Ltj MLjL� lE Low Spreading 'pet �Sargen! R ` / xk.Anddrra 'am. Broadmoori Birds Nest Spruce 8-24` SPR _ r-.r Zy711h�E �IM s Mdi4�D 3.) mv- stLIMICIP! RIM DECIDUOUS SHRUBS S rub Pinfini — Classic Kitchen Pope 1 30 Comp Burning Bush Snowmound Sp�rea Gwt Lilac. Bayberry Ciethera Sp. Red Sprite Winterberry FA n0 f/AIG Itea Little Henry Kenna Broom, Miss Kim L;laC Beaux rry Dwf Ninebark, Broom Comp Cranber Viburnum Butterf Bush 3-3 1!2 �' t�pf�tt t scale i e '2 2D Compact Ciethera '.?w' Sp�rea. Conip Hydrangea Bluebeard Minuet Weigela Little Princess Spires , SIV 1 a DUN ,MR Hummingbird ti ,wsv.eet Dwt Fotner ilia Goic Tide Fors ,hia. Pink Whisper Potentiiia. St Johns Nor, 2-2 112 HTbe bft OL OW-- ----^ - _ _ C Cotoneaster r'_' asl Wiilowteaf Royal Burgundy Barberry Deutz!a Compact Hydrangea(Low Varlies) 1II�Y9?Q3 {{ 77__ Pia Hydrangea A ey . .arpet Spires Aipina. Gracu J e ,bu m rnu Opulus Nana, Dwarf Greenstem Forsythia Stephandra Crispa 18-24' SPR I,W� �- m lct�: I n SD ICarol Mackie Daphne Rose Daphne 'Walking Stick,�� " AWK oesrs•I.NC 61 7-Z41•M d*I}y uh rYwe sewng and all Woor"tK"Wfulfaa h•raon.e PrxA,eter,, M/SC. u+-u.b:iCr or HAflK CIfh IK NC.ens"nct to copiac v _--- •p ocUCAW.wlthar K.thole a in put.eY m+y ftwxr_ warcwt av•;a 15 DL Daylity Vanhes 1 GAL �;"►St t pswi"!on cr HAW DESIGN.N_ +ojr Lejv ,)3