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HomeMy WebLinkAbout0087 PONDSIDE CIRCLE W' P f , i u ,4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3Parcel CAD Application # I 0 Health Division 'Date Issued Lf Conservation Division �,Application Fee . Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �4nA.5 to. ,hc Village Owner �[ R Address Telephone Q Perm .R`1�e�es `�(J� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay �--P-roject Valuation 40bM-6115 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room'Count _7 a 25 Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other ' Zz­ Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove; ❑Yes ❑ No C. Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing q new_:size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name R9Ma �-X>�2�� Telephone Number .(�C��- � T 5�� c�F�`((n L� V 1 Address Dn.S� l�� License # n 05�� AO U'�J41 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S GI NATURE DATE t t FOR OFFICIAL USE ONLY APPLICATION# r, DAME ISSUED MAP/PARCEL NO. � d ADDRESS VILLAGE OWNER DATE OF INSPECTION: .�Y FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT '.S ASSOCIATION PLAN NO. A_ 4 °Ft�E r Town of Barnstable Regulatory Services y assB'E i� � Thomas F.Geiler,Director q, s639 .� 'D�fcra Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 January 6, 2012 .Paramount Solar, LLC Attn: Joleen McGeoch 5760 Cedar St. Mays landing,NJ 08330 RE: 87 Pondside Circle, Centerville, Ma. Map: 233 Parcel: 080 Dear Applicant: This letter is in response to application number 201106880 submitted to do work at the above referenced address. The application as submitted does not show compliance with 780 CMR for the following reasons: 1) No CSL is listed for the project. 2) The plans state the truss connection is rated'for 100 MPH wind but installation is in.110 MPH designation. 3) No information is shown for the existing roof framing and its ability to support the additional loads. Based on the above,your application can not be approved at this time. If you have any questions regarding this matter, please do not hesitate to call this office. Respectfully, frey L. Lauzon - .. Local Inspector (508) 862-4034 i ,f Q:zoning5 3/7/2012 ROUSSEL ELECTRIC 33 OLD FORGE LANE SUDBURY, MA 01776 978-697-2762 Re; Solar panels S Hirtz i 87 Pondside Circle Centerville, MA Hi Jeff, Thank you for talking my call the other day about the building process for Centerville. Your last letter about this project explained that a couple of items were missing (copy attached). Missing items are enclosed as follows: CSL information is enclosed New plans with engineering stamp'showing rating for 110mph winds A letter from the engineer about roof framing was faxed directly to you on 3/6 If there are additional questions or concerns please contact me at the above phone# Thanks Again, Mark Roussel 03/06/2012 12:02 6099262212 . R. BRUCE & ASSOCIATE PAGE 01 ROBERT BRUCE 4 ASSOCIATES ,consulting Engineers and Planners Octot ar 15,2011 - r Thomas Perry,Building Commissiolier t _ Town of Barm bble 1309t-itm Fax Note 7671 Cate r ��o . 200 Main Street ► To ages xyannikMA 02601 From ' Co./De t. P C0: RE: S01U Panel Installation. Iittz' Phone a Phone 87 Poa"de ciltie a Fax p Centervrn7le,MA Dear Mr.Perry- , Please be mdvlsed.my offce has pneir ed the Roof Solar Plan dated 10-15-2011 for the rid �lY 8• The lam srngle ' P provides'for the installation.of thirty BP 32.15B roof mounted solar PCB., using.an bon Ridge rail and connection system.. 51le x 3„stainless steel lag screws with a minimum thread length.of ftiv0 inches-am required to ecuut-the SYSIM to the rdkeas..Related details and. insWiatioa sates.an on the plan I have&ftft and the roof in the area of panel installatilonof the e"lig.dwelling to be supported by 2",x 10"rafters Cpaccd 16 incbes on center with a rood lgle Cf aPpro mutely 33 degrees T1u<r±opf itself is in satisfactory Condition and able to resist wit generated urpliR The roof has not been overlaid wiW another layer of shingles. , Using those factors aground snow load of 30 psf will result in a roof snow load of 23.1 pd. I have accomplished the•necessary calculation and find the existing roof system will support that roof snow load. The added weight to the roof by the solar array win be less than three pounds per square foot. The =IshW roof system is capable of supporting this additional.load and keeps the roofing material and deck dead load at less than 10 poumds per square fb Wind load.has been determined per ASCE 7,Chapter 6,Wind Loads,,Using their Wnd-Lading Analysis for a wind speed of 110 mph,Building'Classification 11 and Exposure Category B the upM value is 13.36 pounds Per square foot or approximately 200 pounds per paneL The pull-out value"ofa 5/16"" stainless steel lag screw with a minimum thread length of two inches is a minimum of 500 pounds and' provides a factor of safety greater than 2.5 per lag screw. According to Iron Ridge the XR5 rail can be installed uup to a span of 7'-6"for a 110 mph.wind speed and a 30 psf snow load as governed by mid-spam flexural stresses or the deflection requirement that the rail not Conte into contact with the roof As the maximum span will be 32"the municipal requirement rag,will be met. with respect to the . According to their literatm,the BP 3215Bfsolar panel will withstand a snow load of 100 psf.A As'that rs_,, �. greater than the 30 psf local snow load requirement that the existing roof presently supports the solar Panels will,therefore,brave no impact on the present snow,load requirement tv ° nqs c6acation applies to the referenced plan and its,installation requirements.- `i 0' Should you 1equize additional inf� ' t, oraiatiom p ease feel free m contact me at any time. r Very tr ul # , Rrobert A Bruce, N.JY Eit2840 Temporary Permit Massachusetts 2011-142-PE 91 Mays Landing Road • Somers Point, New Jersey 08244-1 1 1 1 (609) 926-331 1 =Fax (609) 926-2212 • Email. rbruceassoc®verizon.net 03/14/2012 16:18 6096452704 PARAMOUNT SERVICES PAGE - 04/04 M CO1ViRAC ��Y• S0 l.h1r FAC1Utlf A1]b W r r,JH Ut;�ur`f ffiGND meat. mach the aingle-line diagram and gertal-vlew module lapovt ro f the Sat Factltty do th15 dbcu When transfer of the Ode to thO Work 61UMS pursuant to the Contract. a to the work 11•iU he transfeRed to the person(' IgQl1C7 designated in CxhlhltA-1. �j 01JtNEOtls jointrelationshlA between the Nalther thus Addendum,nor the contract.creates any smpiogment,age Y.Dar:rter Ship:Joint venture or otilCr hould a corrW%t arise between the terms of Cnis Addendum an 'tho Wms.of the Contce[t that cannot be retOOClled•the terms or this pia.S 90veitl�>���C, s9reement on a coflfll VfJ term in lh1S Addendum shall not gp*rate to modify the conflicting A4dendu Mall 0 Kecated between the ftMer is Addendum MY be executed ra Courteiparts,each ofwhLchwill be term is the'hall tfor future addlitda E dearncd an oFtgleal.but atl of which taken together will Constute but I he and the same iastrdmen>r UR'SOLAR PMER Signature SVA urlong SunRun Operations > a�:+-._•.�.._ �► ' - Name •. Name Title Title 11129/11 Date Date PG1.33BKCE,A3B-t(1,cwUpfront) page 2 or2. 1i11iTl�o>o. - ROBE RT BRUCE &ASSOCIATES Consulting Engineers and Planners October 15,2011 T 0;V- N 0FF B R ` i ,B LE Thomas Perry,Building Commissioner 7017 .A � 7 h . 3 5 Town of Barnstable 200 Main Street Hyannis,MA 02601 _ RE: Solar Panel Installation-Hirtz 87 Pondside Circle Centerville,MA Dear Mr.Perry: Please be advised my office has prepared the Roof Solar Plan dated 10-15-2011 for the referenced single family dwelling. The plan provides for the installation of thirty BP 3215B roof mounted solar panels using an Iron Ridge rail and connection system. 5/16"x 3"stainless steel lag screws with a minimum thread length of two inches are required to secure the system to the rafters. Related details and installation notes are on the plan. I have determined the roof in the area of panel installation of the existing dwelling to be supported by 2"x 10"rafters spaced 16 inches on center with a roof angle of approximately 33 degrees. The roof itself is in satisfactory condition and able to resist wind generated uplift. The roof has not been overlaid with another layer of shingles. Using those factors a ground snow load of 30 psf will result in a roof snow load of 23.1 psf. I have accomplished the necessary calculation and find the existing roof system will support that roof snow load. Tle added weight to the roof by the solar array will be less than three pounds per square foot. The existing roof system is capable of supporting this additional load and keeps the roofing material and deck dead`load'At,less"than 10 pounds per square foot Wind load has been determined per ASCE 7­Chapter 6,Wind Loads. Using their Wind-Loading Analysis for a wind speed of 110 mph,Building Classification H and Exposure Category B the uplift value is 0.36 pounds per square foot or approximately 200 pounds per panel. The pull out value of a 5/16" stainless steel lag screw with 4minimum thread length of two inches is a minimum of 500 pounds and provides a factor of safety greater than 2.5 per lag screw. ' According to Iron Ridge the XRS rail can be installed up to a span of 7'—6"for a 110 mph wind speed and a 30 psf snow load as governed by mid-span flexural stresses or the deflection requirement that the rail not come into contact with the roof. As the maximum span will be 32"the municipal requirement with respect to the rail will be met. According to their literature;the BP 3215B solar panel'will withstand a snow load of 100 psf. As that is greater than the 30 psf local snow load requirement that the existing roof presently supports the solar panels will,therefore,have no im ct 0i1 the present snow load requirement. This certification applies to the referenced plan and its'installation requirements: Should you require additional information please feel free to contact me at any time. Very truly yours Robert A.Bruce, N.J.P.E.#28404 Temporary Permit Massachusetts 2011-142-PE 91 Mays Landing Road • Somers Point, New Jersey 08244-1 1 1 1 (609) 926-3311 -,Fax (609) 926-2212 • Email: rbruceassoc@verizon.net i oven.4r iiarnstame °� Regulato ry S'V1ces y i+snss Thomas R.Gamer,Director. Building Diiision Tom Perry,Building Carnmissioner'. 200 Main Street,Hyai nis MA 02601 www.townbarnstablema.us. Office: 508-862-4.038 Fax; 508-790-6230 perty Omer Mint Pro ` Complete and Sign This Section If Us nL .A.►Ruflder (w er o the subject property hereby authonze. �' n7 �-�' �'U r' to act on bay be_ t t in all matters.relative to work authoxi e by this building permit:application for Address ©f Job) C?wner, Date r / Prmt Name 1. 1 f2p r � ������ �� ��p����tg f��penm please complete the, .84.1e:S�tii. am,-°i.3r■s�,e �r �_ =ia�• s°�e� � ri�`s.�,.2,�.ie�8 ■Ais� ��Rf7�1 1�7� �,�1�� �;���� �ides R. y. .fir.3, y Q:FORMS.OWNWkP:F.. I I� �FTHE J Town of Barnstable *Permit# Expires 6 monthsJrom issue date S PERMIT Regulatory Services Fee BARNST ABLE, + p MASS. Thomas F. Geiler, Director _ MA't � � ZOOS .5It�1 TOWN .BARIVSTA$LET Building Division o� om Perry, CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint .Map/parcel Number Property Address Y vplvo c)1 a e l i/2C-G(f VV ❑ Residential Value of Wort. Minimum fee of$25.00 for work under$6000.00 Owner's Name & Address Sierr—,0_d4W /_r47 - Contractor'sName « - C!�/L- 73 Telephone Number rjQ - yQ�-d�t I lome Improvement Contractor License#(if applicable) l ` It 6 Construction Supervisor's License# (if applicable) orkman's Compensation Insurance Check one: am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name _. Workman's Comp. Policy # Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to ❑ Re-roof(not stripping. Going over.existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum .44) 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. SIGNATURE.: ().`U PFll1SIP(AMS\building permit forms\EXPRESS.doc Revised 100608 THE r � Towns of Barn-stable Regulatory Services n.«wHAM sxeste Thomas F.Geiler,Director 019. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ' C-f-r-r�5- �fA 7-2 , as Owner of the subject property hereby authorize h A-'VJb DEB b to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address. of Job) Signature of Owner Date Si," T 2- Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION I ��oF ray Town of Barnstable iKE Regulatory Services BARNS.ABLY- : Thomas F.Geiler,Director htA4C • 0s9. R``� Building Division TFD µA't Tom Perry,Building Commissioner 200 MainStreet,j1yannis,MA 02601r_" r www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 d � HOMEOWNER LICENSE EXEMPTION r Please Print DATE: ' / JOB LOCATION: number streeti` village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: V M r k city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does notypossess a license,provided that the owner acts as supervisor. DEFINm6N O'.F HOME WNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached struAmsiaccessory to such use and/or farm structures. A person who constructs more than one home in a two-year periodlshall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building perioit% (Section 109.1.1) The undersigned"homeowner"assumes responsibility for com iianc with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that,he/she understands the To of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. e Y� � A Signature of Homeowner { ,Ak Approval of Building Official ' la Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'EXEMPTION .The Code states that: "Any homeowner performing work for hich a building permit is required shall be exempt from the provisions of this section.(Section 109.1.1 -Licensing of construction Supervisors);it rovided that if the homeowner engages a"erson(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that ` y are assuming the responsibilities of a sup sor(see Appendix Q. Rules&Regulations for Licensing Construction Supervisors,Section 2.151 This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible,w To ensure that the homeowner is fully aware of his/her rzsponnbilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a,form currently used by several towns. You may care t amend and adopt such a fonn/certification for use in your community. Q:forms:homcexcmpt �3 As ,map and lot number SEPTIC................. �t $ A �pF T E tp� IN T� L �Q o LED 11� � Sewage Permit number':..` ........ .�.v ; ..............::.....�: WITH LE 5 � �.► . j ENVIRO NTAL COD m @ ' A@CV6� UZ1 Z BJBH9TADLE, House number .... ... -li- ...... .......... T )�''�. / hy : TOWN - OF BARNSTABLE . 'BUILDING INSPECTOR 5, f APPLICATION FOR PERMIT TO ..... 1. T/LL!<rT............................................`............................................... TYPE OF.CONSTRUCTION .... ::.c:: K/4N!lE.......: .:.. . .. ... 4, ...............:..................................... t ................... y! y..........19....`t� TO .THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ., Location .. Ct7...... .5`.... �.10.... l,Ob.:...: l.K;:44 .............. ,5.0, !w� G............................................ ProposedUse ..... .......:41. ELL/tiJG-...... ....... ........................................................... Zoning District ............kle :4........................................Fire District ........ Q.! ................................................ Name of Owner ... ..4Oo.. ......Address .............. /APM ...bA e...... Nameof Builder. ..............................................Address ......... . J" k ......................................................... Name of Architect ............... .Address T Number of Rooms ...........................7.....................................Foundation Pfnee_..:.�cirvG.K.:c7.�.E........��.......�i`.:.....�doTi�►�`j Exterior k6...�kd�KC,.. 1AJ' 4idl ......�1T.. CE /41G:......Roofing :..ASP!►!!!L. .......5.}!l{A��r �. .................... Floors ��4lZP.�T.....-�...T 4, ..........................................:.....Interior ..r�........ 'P...5hA�!'�/ STEV2- i,. -r Heating j5// " . .....................Plumbing ✓..... '......�r�.5................... ........... .-c............:7"ri!S Fireplace .•� E,i! ...... .............. ... ....Approximate Cost ...........l,�C.?`..a aZ?..<..?�6........................ Definitive Plan Approved by Planning' Board ____:__:_____________________.:19________. Area---:: �-30 !. Diagram, of Lot and Buil ding.with Dimensions Fee SUBJECT TO. APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR- NEW DWELLINGS' . I hereby agree to conform ,to all the Rules and Regulations,of the Town of Barnstable regarding the above . construction. y � . Name ...... +' Construction Supervisor's License ....Ql.1-6.0.5......... i +" THEO CONSTRUCTION CO. , INC. c_ E . 3 ?15 ONE STORY ` N ?..:....... Permit for / ' ............ Location ...J4Q.it...A.9.,......8.7....ROxidsi_de...C.ircle . ....................cOxitexvil le............................... - ...`hQ.R...C.P.TXS.t;r.1 C.,J.Ck...Cb—. Ii?c.' Owner ,.... , Type of Construction ......Frain_e....................... , • 7 Plot ............. .............. Lot ................................ ' .. Permit Granted ........August...U.......19 92 >; Date of Inspection .....................................19 = '• Date Completed 7 ..........19 _ s 'dry %• - TOWN OF BARNSTABLE 35315 -- oiswr>o♦ ♦. Permit No. ................ t BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash ...... ......... +� HYANNIS.MASS.02601 Bond .....•x......,,, CERTIFICATE OF USE AND OCCUPANCY + \. Issued to THEO CONSTRUCTION CO. , INC. Address Lot #9, 87"Pondside Circle Centerville, Mass. w 'USE GROUP FIRE GRADING OCCUPANCY LOAD J`THIS PERMIT WILI"� OT BE VALID, AND-THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ti i r. .......July! .!.. . ... .• 1.9....9.3........ /.. .............. , Building Inspector r � TOWN OF BARNSTABLE, MASSACHUSETTSlu `NG PERMIT '. DATE G . 19 32 5 rT PERMIT NO. =` = eAtJ t^ �i APPLICAtNT (.itti.t:::l ADDRESS �1..y t�=' i>C_ OW 0.19 J 0 U (N0.) (STREET) (CONTR'S LICENSE) PERMIT TO BLalll i� ri, .J...__iiL- ( 1 ) STORY C:"i .i.�y :? A „c:7;i��t �.)'•✓lc`Zili;l% NUMBER OF J(TYPE OF IMPROVEMENT) N0. )PROPOSED LSE) DWELLING UNITS - f ZONING �� AT (LOCATION) �." ?:.. ;�7� i7 f ,..> :t-i .].;.1.� 1.i.1C:.;_i;P �.lt;i.ic.'.iV1J_S.• RD—i (NO.) (STREET) DISTRICT BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION LOT LOT BLOCK SIZE - BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: �)l.Y,�•..• ;; :j= i3> AREA OR 3 U J�1 1 VOLUME 1 ESTIMATED COST ,0 vG.0 UG FEE PERMIT s �'?" e (110 (CUBIC/SQUARE FEET) rn OWNER 24 ki%.roc ,` 1?oIut D J<Jl i i2 Y.a.Lta�:i ...is BUILDING DEPT. ADDRESS o + r By THIS PERMIT CONVEYS NO RIGHT TO J.CCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMi'ORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GaADES AS W_LL A! DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THI- PERM T DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MiNiMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR PERMITS ARE REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO LATHE FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION A0PRCV"'C z z . - � HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 11yL , r n �' 1 / ` J 93 ?D OF HEALTH 7 �-i s-93 OTHER R iWLkAN REVIEW APPR A WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT 'd!L L BECOME NULL AND VO.D IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN SE TOR HAS APPROVED THE VARIODUS STAGES OF I WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE LRRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. M �a% E PONDSIDE 8 / CIRCLE 10 a 32 / gA23 It R = 60.00' .. L = 188.50' ? DRAINAGE / �. ,,EASE ENT LOT 9 i 0 22.0' 13.0' 28.0 16.0' 59 , 164 S , F. / 12.0' ti N ,P O O / / ALI" �11 <I% I \d// / COMPUTATION LINE THIS PLAN IS NEITHER INTENDED 1 7/31/92 INITIAL ISSUE ALN0. DATE DESCRIPTION BY FOR, NOR SHALL IT BE USED FOR AS-BUILT FOUNDATION PLAN-LOT 9 MORTGAGE LOAN PURPOSES. PONDSIDE CIRCLE IN _ BARNSTABLE, MASSACHUSETTS :J.', /..,,''•'. !,.:'+(',•�:: FOR THEO CONSTRUCTION CO. I CERTIFY THAT THE FOUNDATION SCALE- 1" = 50' JOB N0. 1257/1257PER SHOWN ON THIS PLAN IS LOCATED 0 50 100 ON THE GROUN S INDICA -1. 7/31/92 _ LEVY, ELDREDGE & WAGNER ASSOCIATES INC. DATE REGI E ED LAND SURVEYOR ENCINEERs 'LANDSCAPE ARCHITECTS PLANNERS LAND SURVEYORS- 889 WEST MAIN STREET CENTERVILLE, MA 0263' • � fI -- `.a Oviv «�r"f'c';,:c i ___ .i � I -i ��.. I -�. 1_ ii 1. I ' I � ' r Ili � � �� i i � -� .•�I — Je. I� v '_ . / / t 5 1 � J I� � �.�• .._. ��..' � d II ICIt �� I �' � � _ li - I i ` j _ '�I�I i�3�.• � lots, p t l.n.�,��;dV•.f7I. r; i --. ... �_...__._ _..._....s-�.�....�.,.--:--ter— ter,�.+--.,..�-•�-.r.-- w•.—•�. veer s�es:+n•�e �h. _ Y �.. ,+m••�,•a.er _ m••'.w�te+t ". 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RIDGE 33° PITCH -� '°�''�� FMA — — — — — — — — — — — — — Temperature coefficient of P.nea Pl. �. �- — o VENT :,N 0 CT c 1:2`: a08��CE ` PANEL METER v No14g612O LOCATION Maximum series fuse rating 2C�A .0 9FGIPv SZ�P�� (� � SS10Np�-� • C 9 C 10 INVERTER METER Application class c.coara.no ea IEc st»o 200', .'4at��i' .a Al A2 A5 A6 A9 Al 0 B4 B5 B8 B9 C 1 C2 \ VENT a Maximum system voltage *.O(JV I;jtuh: a r !,.,: valuesi,�{1+71r' et•:: .� ,,,.-. I .t Stenaro Test Con60ons(51c1 t00ow#w,rredw.ca Ami 5 soief spnowum.nd 2rc module ter"wet re \ I 2 Akms at SO4W#W,"•&ante Pow rri Operemm Cd Twr VweNre tNOCT?and AMt S Id r spMrum 3 Nominal CtOerauon Cell'/npr.Rus Module oper,wRon temperatUn N WOW,►"+';rrstlw.ca 20'C ur femOsratw. t •Ns w.nd speed A 3 A 4 A 7 A 8 B 1 B 2 B 3 B 6 B 7 B 10 ANT C 3 C 8 C 7 M*cW mtltlulee are udti teed ono"to v pr,er,t.an sit s made wdh,r our,a<,�meeeuremen!to for the tVp,cai W poww doWadeson FLID effects wn.&occurs du"t1N fow few days of depiw#"wnt GENERAL NOTES: -------- -- ---- - --- I N i �- —� r-- —� / o DENT 1 . KARNAK RUBBERIZED FLASHING CEMENT TO BE g APPLIED WHERE EACH LAG SCREW IS INSTALLED. V C / I I C4 C5 C6 0VENT I O ,� rn J I 2. 3" LAG SCREW TO HAVE A MINIMUM OF 2" OF (� I I I I \ I I THREAD. ct v o 3. L FOOT WILL BE ATTACHED TO EXISTING ROOF o `` USING 5/16 , X 3 STAINLESS STEEL LAG SCREW. _ 4. NO TREES NEED TO BE REMOVED BEFORE INSTALLATION. PONDSIDE CIRCLE m W vAz O 28, _7„ (- - - - - - - - RIDGE i- 33° PITCH_ 28 cn F— L FOOT �- — — — -- p VENT �— — -- — — - - -- — — — — — - W \\ PANEL METER Cl) LOCATION ::D Pv 5/16"X3" LAG SCF EW \ INVERTER METER R � _ � \ VENT O j J .J <L a > Cn \ cc W II ` Q W z .� o W �- - - - - -- - e - - - - - - J VENT 3' u� C) L� _�. O = o LL cn o 0 0 /\ I � u. 0 z " o VENT W 5/16" X 3" STAINLESS � � 7- � � � I � 0 � O � STEEL LAG SCREW w SECTION ►� / �-- m iNSTALLED AT CENTERLINE Z = _ 0VENT 0 Q OF THE RAFTER/TRUSS � D I I I Z CONNECTION TO TRUSS W i IS RATED FOR ,. ,. EcoFasten C.�F-1 � CATEGORY 2 10 - -— - - - -� �- -- --- --- - - - - M P H WIND. �- _ 1 7' _ 32 _ 6 rr PONDSIDE CIRCLE DWN:SDM CKD: RBA SCALE: AS NOTED DATE: 10/15/11 PROJECT: 211112 SHEET: 1 OF 2 15A FUSE DC TYPICAL COMBINER BLOCK #10 USE FOR WIRING 2#10, 1#8 1 " CONDUIT DC DISCONNECT INTEGRATED TYPE XHHW PV PANELS TYP. DC z 0 4POS1 + - + - + - + - + - + - + - + - + - + - zmw N o - a Al A2 A3 A4 A5 A6 A7 A8 A9 A10 GFI PROTECTION w AC w 0 NEG r m GND w Q #10 USE FOR WIRING—1 HW 1 " CONDUIT #8 CU INVERTER PV PANELS TYP. YPE CONTINUOUS MANUFACTURER: Fronius IG 2000 EQUIPMENT GROUND 3#10, 1#8G 3/4" CONDUIT TYPE THHN / THWN " — + — + — + — + — + — + — + — + — + — DC + 15A FUSE COMBINER 1i , I TYPICAL BLOCK ` N B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 POS DC DISCONNECT INTEGRATED V ,� DC ` v C � I� ,y GFI PROTECTION AC Q OBT A NEG gaurE ct + - + - + - + - + - + - + - + - + - + o N 49 o I v 49672 � '°go9FG�SZ6Q'�O�'w � C 1 C2 C3 C4 C5 C6 C7 C8 C9 C 10 GNDSSlONA� W #8 CU INVERTER CONTINUOUS MANUFACTURER: Fronius IG 4000 EQUIPMENT 3#10, 1 #8G 3/4" CONDUIT GROUND TYPE THHN / THWN W " N 'Q` C 30 BP 3215B PHOTOVOLTAIC MODULES V 1 Fronius IG 4000 1 Fronius IG 2000 AC COMBINER G 100AMP RATED BUS Q �► o i° c 41 GENERAL NOTES W 1 . BOND PV SYSTEM AND PV RAIL ASSEMBLY TO SERVICE ELECTRODE. N ,C a, aD 2. CONNECT AC TO CUSTOMER SERVICE VIA AC COMBINER AND 30A / 2P BACKFEED BREAKER. j �o 3. ELECTRICAL INSTALLATION SHALL COMPLY WITH NEC 2008 c 7 30A 30A M� V 4. INVERTER SHALL COMPLY WITH UL 1741 AND IEEE 1547. 2 POLE 2 POLE 5. PROVIDE NAME PLATE ON DC DISCONNECT IN ACCORDANCE WITH NEC 690.53. 0 REVENUE GRADE METER / SUNRUN METER Cn UTILITY DISCONNECT G r 60A/2P BKR W NEMA 3R (OUTSIDE) U) Z = W U J _3 -j d 3— 2 MIN. a U > C (E)UTILITY SERVICE 1 1/4" CONDUIT CC � Q TYPE THWN (� < Q FN- W Z }} G _ cn U Z N = 0 LL N Z O O ILL. 0 Z U p -:tw p coom z Cc 200A Q TIE PV ARRAY MCB m (E)MAIN HOUSE BACK FEED INTO GROUNDING SYSTEM INCOMING UTILITY FEED BETWEEN THE METER AND (E)MAIN PANEL AHEAD OF THE 240 VOLT SINGLE PHASE (E)UTILITY METER MAIN BREAKER MAIN CICUIT BREAKER RATING: 200A DWN:SDM T­CKD: RBA BUS BAR RATING: 200 AMPS SCALE: AS NOTED DATE: 10/15/11 PROJECT: 211112 SHEET: 2 OF 2