Loading...
HomeMy WebLinkAboutRoof Mounted Solar System 2015 Field Inspection Notice Town of Montville Building Department 860-848-3030 Ext.382 Address: 27 Peter Avenue Job Description: Install a 4.68kW Roof Mounted Solar System Permit Number(s) B2015-0163,E2015-0112 Permit Date: May 18,2015 Not Approved Approval INSPECTION Date: Comments Special Date Conditions • Final inspection and certificate of approval • 07/16/15 VV **NOTE** After one re-inspection additional inspection fees payable prior to re-inspection,are as follows: t' ( Residential inspections(except SFR C/O& SFR Additions C/O)-$10.00 SFR and Additions C/O re-inspections -$10.00 Commercial re-inspections(except Certificate of Occupancy- $25.00 Commercial Certificate of Occupancy- $50.00 ( ( ( {g{ Rev.Date:1/18/06 Page 1 of 1 a' ( Page 1 of 2 Request Detail Request Number: 2534431 Print Contractor Customer Customer Name BARDALES,ELLEN C Address 27 PETER AVE UNCASVILLE, CT 06382 Phone (860) 608-8869 Other Job Location Building Number 27 Street PETER AVE Town, State. Zip Code MONTVILLE/UNCASVILLE, CT Cross Street Job Status / Prerequisites Status Date Completed Interconnection Application Received Completed 5/29/2015 Municipal Inspection Completed 7/16/2015 Job Assignments Technician Assigned Jennings, Cheryl Area Work Center (AWC) New London Area Work Center Technician Email jennicl@nu.com Technician Phone (860) 665-2744 Job Schedule Request created on 05/29/2015 Scheduled Start Date Not Available Customer Requested Date 06/05/2015 Completion Date Not Available Meter Information Job Information Service Type Dist Resources Cat 1 Interconnection https://www.eversource.com/clp/wms/requestdetail.aspx?cd_wr=2534431&st_rgmt=UNA... 7/16/2015 Page 2 of 2 General Remark Contractor is the primary contact Meter Number 885594662 Pole Number 8426 Circuit Number 1Q5 Requested Date 06/05/2015 Work Required Code Cat1 < 10KW No Witness Test Customer Type Residential Inspector Remark 07/16/2015 - VERNON VESEY Approved Request Note: If the work request is canceled, please contact the Clearing Desk toll-free at 1-888-544-4826 (1-888-LIGHTCO) Approve Fail Add Remarks BACK haps://www.eversource.com/c1p/wms/requestdetail.aspx?cd_wr=2534431&st rgmt=UNA... 7/16/2015 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860)848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: 82015_0163 Date: 18-Mav-15 Map/Lot: 70/024-000 Owner ID: 5452000 Project Location: 27 PETER AVENUE Unit: Job Description: lLq 468kIN1Zoof Mourted_SolaLSystern Owner Nam Hormel R Xc _o r B sales Tenant Name N/A Careof: 27 Peter Avenue lJncasville CT 06382- Telephone:186016 .0811a69 Applicant Name Genesis Carneio Telephone: (8601924-700n DBA: SoIarCity Lic/Reg Type HIC Lic/Reg N 632778 714 Brrok_Street.Suite 150 Exp Date: 30-NQy Rocky Hill CT 06067- R'no_bir tin6V a lemnitic C_onsbinti n 1 fn � r�nnti�n Building Value: 53.300.00 Building Fee: S48.00 Use Group: IRC Plumbing Value: S0.00 Plumbing Fee: 5.0.00_ Code: 2005 State Building Code Mechanical Valu S0.00 Mechanical Fe Electrical Value: S7.698.00 Electrical Fee: S9.6.00 Construction Type IRC Total Value: S10_,918,0 0 Penalty Fee: SD,no Permit Code: R4 C of 0 Fee: mon Comment Plan Review Fe — S0.00_ State Ed Fee: 52 86 . Total Fee Paid: $146.86 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL,ELECTRICAL PERMIT INSPECTIONS ❑ Footing-Prior to pouring concrete ❑ R Plumbing and leak test ❑ Deck Piers Q R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor frami ❑ Electrical Service CRS No: 0 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation 0 Certificate of Approval • - •rr ate of Occupancy uiidina Officiats Aooroval: Town of Montville Building Department 310 Norwich-New London Tpke. TeL 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-84$-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: , Type of Work Occupancy Type Permit Type 0 New Construction 0 Single Family (Building ❑Addition ❑Two-Family CI Alteration ❑Plumbing (]Townhouse Q Mechanical 0 Accessory Structure ❑Electrical CRS#: Property Address: 3--4 02-ier P .( (Number) ( treet) n (Unit) Job Description: I• I a C A A. i a in I tit IOwner: rl . Qj •Address: • dill. , City: ( )nee j'i I 'e_ State: C I Zip Code: J �} n ( /Q 3 Telephone(N(())�(� -Uc��)c Applicant: ► illi It AP DBA: c ( I a —I' Address: I, 4 c ( r 3. -� i �� T City �C . i 1 , State: 0 Zip CadeIC(i.(57 Telephone(7W) - -3(1-0 Contractors -Complete the Fallowing: License Type: H IL. License No.a. 3aR7 Exp 1 1 /3( nation i7afe.: I hereby certify that the proposed work will conform to the State Building Code and all other codes as adapted by the State of Connecticut and the Town of Montville and farther attest mat the proposed work is authorized by the owner in fee ani(that I em authorized to make application for a permit for such work as descrjIed a1 ova. Owner/Agent Signature: Il/ • � / Date: .J/'/ ' Construction Valu• Permit Fees Building Value: . ' �J � Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: ^ Mechanical Fee: :--q,Electrical Value: ` , ( _� { Electrical Fee: Total Value: `Th' I Q . - v) L Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: &vise&f agust 23,2007 Town of Montville Building Department Residential Accessory Structure Plan Review Form Date: 1//n //,..5 Job Address: 2-7 fete,- Avg Job Description: A00-, AA".n/e i �Zs�� A/7 Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION SITE PLAN Permit application not tc completed Site Plan required / Permit fee due$ Site Plan does not match the building plans Permit fee to be calculated Finish floor elevation not indicated Worker's comp.affidavit or worker's comp.certificate to be submitted Distance from the property line(s)to the structure not identified Copy of contractor's registration or license required Structure dimensions not provided Construction permit sign-off sheet required with appropriate approvals,it shall Existing and proposed contours are not provided or insufficient be the applicant's responsibility to obtain the required signatures Footing drain discharge not identified Affidavit required from the holder of the registration or license authorizing you Utilities not provided(electrical,phone,cable,sewer,water,gas) to apply for a permit with their information Delineation of flood hazard areas and design flood elevation is required per • Provide supporting documentation to show compliance with the 2009 IECC section R106.1.3 )vwxtenerercodes'."os)OR.shall meet the requirements of Table N1102.1 Private sewage disposal system to be identified along with all technical and soil based on climate zone 5 in Table.V1102.1 data as per section R106.2.1 Two sets of construction documents required, this includes all engineering Grading is to slope away from the building,provide more detailed information data,calculations and all other documentation(R106.1) Plan submitted is not the same plan that has been approved by the Zoning Documents are copyright protected,provide original plans or a letter from the Department and/or Health Department designer authorizing the duplication of the plans Retaining wall—construction documents required Field set of the approved construction documents are required to be picked up Retaining wall documents required to be stamped and signed by a Connecticut from our office and must be available on site during all inspections Registered Professional Engineer Construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work proposed as per section R 106.1.1 FOUNDATION Construction documents do not match the orientation of the structure on the No plans submitted or insufficient information site plan Dimensions required WIND LIMITATIONS Wall thickness not identified Footing size not identified Submit supporting data to show conformance with the wind limitations in table Frost protection not identified or is insufficient R301?(I)as determined from Appendix ppendir It of the 2013 CT.supplements. Column type,size,spacing not identified or insufficient Documents required to be stamped and signed by a CT registered Professional Waterproofing details not provided or insufficient Engineer Bracedwalls no(identifiedon the constructiondocuments or are insufficient Foundation type,size and anchor details not provided or insufficient Fonified n reinjure enrent bars required,size and location are not shown or Braced wall cnlcrrlrulmrs required specified Documents required to be stamped and signed by a CT registered Professional Engineered foundation plan required Engineer if based on ASCE 7-02 or WFCM chapter 2 Crawl space ventilation,location,type and size not provided or insufficient Ridge connection not identified or insufficient Crawl space access,location and size not provided or insufficient Roof-to-wall connection not identified or insufficient Wall-to-wall connection not identified or insufficient Wall-to-sill connection not identified or insufficient WINDOWS&DOORS Provide engineering data for the piers to resist gravity,lateral,shear and uplift Door sizes not identified loads,stamped and signed bya CT licensed designWindow size&type not identified professional Window header size not identified or insufficient Hold-down devices,location and type not identified or insufficient Foundation anchor spacing not identified or insufficient Door header size not identified or insufficient Construction documents do not match the engineering data submitted Cold-formed steel framing shall comply with the requirements of one of the GARAGE and CARPORTS un following standards:A.ST,II A 653:Grade 33,and 50(Class 1 and 3), -1ST.)! No plan submitted or insufficient information provided 1 792:Grade 33,and 50.4 or .1ST.)!.1 1003:Structural Grade 33 Type II, Building section required and co Tigre I/ Opening protection between the garage and residence is not identified or insufficient per section R309.1 Separation between the garage and the residence is not identified or insufficient per section R309.2 Detached garages shall be separated from dwellings on the same lot as required by section R309.2 with opening protection as required by section 309.1 when spaced 10 feet or less from the dwelling. ELEVATIONS No plans submitted or insufficient information Plans do not match the floor plans Finish grade not identified or does not match the site plan Building height(s)not identified Dimension height of chimney Roof pitches not identified &visaWarch 18,2014 Town of Montville Building Department File Receipt Date: 11-May-15 ReceiptNo: 10322 Received From: SolarCity Job Address: 27 Peter Avenue Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $146.86 State Check: Bldg Credit: $2.86 $0.00 State Credit: Fire Cash: $0.00 $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $10,998.00 Demolition Value: $0.00 CheckNo: 761729 Received By: Carmen Kneeland Can rytkAn ' ► `• � Address: 27 Peter Avenue ITEM QTY $/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA Basement,Finished SF $ 41.96 $ - $ Interior Renovations SF $ 36.09 $ - $ - $ AMENITIES Kitchen EA $ - $ $ Full Bathroom EA $ - $ Half-Bathroom EA $ - $ GARAGE Detached SF $ 71.53 $ - $ MECHANICAL Warm-Air n Y/N $ Hot Water n Y/N $ Electric n Y/N Air Conditioning n Y/N $ $ - ELECTRICAL SERVICE Upgrade Amps $ - Subpanel EA $ 699.00 $ _ Gen Set EA $ 3,850.00 $ _ SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonry w/lfireplace EA $ 7,096.65 $ - Masonry w/2 fireplaces EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck SF $ 44.07 $ - Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ _ POOLS&HOT TUBS Hot Tub EA $ 8,016.25 $ - $ - nground Pool EA $ 31,550.00 $ - $ Above Ground Round EA $ 6,299.46 $ - $ _ Above Ground Oval EA $ 7,019.75 $ - $ _ Pool Heater EA $ 8,984.25 $ - $ Inflatable Type Pool EA $ 1,200.00 $ - $ _ SHEDS w/o electrical SF $ 25.55 $ - w/electrical SF $ 26.85 $ - $ _ RENOVATIONS Roofing,Overlay SF $ 3.50 $ - Roofing,Strip&reroof SF $ 4.50 $ - Roof Sheathing SF $ 1.51 $ - Siding SF $ 6.75 $ - Windows EA $ 550.00 $ - Skylights EA $ 1,051.10 $ - Doors,Exterior EA $ 601.50 $ - Oil Tank,275 Gallon EA $ - Oil Tank,550 Gallon EA $ MISCELLANEOUS CALCULATIONS $ 3,300.00 $ 7,698.00 TOTALS $ 3,300.00 $ - $ - $ 7,698.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 3,300.00 $ 48.00 Plumbing y $ _ $ Mechanical y $ _ $ Electrical y $ 7,698.00 $ 96.00 Working before Permit Issuance $ Certificate of Occupancy Fee $ Plan Review Fee $ State Education Fee $ 2.86 TOTALS $ 10,998.00 $ 146.86 Figures are based on the 2006 RS Means Residential Cost Data SoIarCity Date:n/ 1/ )� Dear Sir or Madam: This letter is to verify that emrn V is an authorized representative and employee of SolarCity Corp tion and is authorized to pull any and all permits and any other project-related documents as needed for the following project: Address: 64JfY 1'\WI )nm3A rP, ar (16))36/ Description: Solar panel roof mount installation System size: u . KLO Start Date: Sincerely, :� f Mike Brignano Regional Operations Manager, Hartford, CT CT Contractor's License #HIC.0632778 445283 t, 1 .♦♦ / f t) F 1 ( ) \ �� - - - CORPORATION OE. P .1itT \IF \ TOF CONS _.. N r •wvktlL it_ t...1 , . �1►°M�1►°Po✓ • Attached is your Home Improvement Contractor Registration_ This registration is not transferable. The Department of Consumer Protection must be notified of any changes to your registration within thirty(30)days of such change. Questions regarding this registration can be directed to the License Services Division at(86o)713-6000 or email dcp_licenseservicesna ct.gov. Visit our web site at www.ct_govJdcp to verify registrations,download applications and the booklet for The Connecticut Contractor for Home Improvement and New Home Construction. S $ \TF ()I ( (1\ \ I ( 11( l 1 HOME IMPROVEMENT CONTRACTOR SOLARCITY CORPORATION SOLARCITY CORPORATION 3055 CLEARVIEW WAY 3055 CLEARVIEW WAY SAN MATEO,CA 94402-3709 SAN MATEO,CA 94402-3709 H1C_0632778 12/0-1/2014 11/30/2015 if • r • • • • . . • • • . • . . • • • . • • • • • w • • • • • • • • • • TTr • • STATE OF CONNECTICUT + DEPART\i t • r ( }1 1 t ►\st rt t k tett ► t t ( 1 tt)\ Be it known that • ' • SOLARCITY CORPORATION * •. . 3055 CLEARVIEW WAY , . SAN MATEO, CA 94402-3709 -lb. • is certified by the Department of Consumer Prot.c:.on as a registered • • HOME IMPROVEMENT CONTRACTOR ` Registration # HIC.0632778 • . , Effective: 12/01/2014 ` Expiration: 11/30/2015tosoes }; . • William M.Rubenstein,Commissioner i. Aco® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 41......---- 08/29/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME: 345 CALIFORNIA STREET,SUITE 1300 PHONE FAX CALIFORNIA LICENSE NO.0437153 E-MAILo.Ext): sA/c,No): SAN FRANCISCO,CA 94104 ADDRESS. INSURER(S)AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-14-15 INSURER A:Liberty Mutual Fire Insurance Company 16586 INSURED INSURER B:Liberty Insurance Corporation 42404 Ph(650)963-5100 - _ SolarCity Corporation INSURER C:N/A N/A 3055 Clearview Way San Mateo,CA 94402 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440269-02 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR - I POLICY EFF POLICY EXP -- LTR TYPE OF INSURANCE INSR MD POLICY NUMBER i(MM/DD/YYYY) (MM/DD/YYYY) LIMITS A GENERAL LIABILITY TB2-661-066265-014 109/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE RENTED X COMMERCIAL GENERAL LIABILITY PREM SESO(Ea occurrence) $ 100,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) _ $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X 281: LOC Deductible $ 25,000 A AUTOMOBILE LIABILITY AS2-661-066265-044 09/01/2014 09/01/2015 COMBINED SINGLE LIMIT 1,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per $ AUTOS AUTOS accident) X HIRED AUTOS x NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) X Phys.Damage COMP/COLL DED: $ $1,000/$1,000 UMBRELLA UAB _ OCCUR EACH OCCURRENCE _ $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ _ DED RETENTION$ $ B WORKERS COMPENSATION WA7-66D-066265-024 09/01/2014 09/01/2015 X WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS ER B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N WC7-661-066265-034(WI) 09/01/2014 09/01/2015 1,000,000 E.L.EACH ACCIDENT $ B OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) WC DEDUCTIBLE:$350,000' E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo �. ....- ."*"--7----- -( `` ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Version#43.1 SolarCity April 16, 2015 Project/Job # 0632109 RE: CERTIFICATION LETTER Project: Bardales Residence 27 Peter Ave Uncasville, CT 06382 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = 2003 IBC/2009 IRC w/ CT Amendments,ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 115 mph, Exposure Category C - Ground Snow Load = 35 psf - MP ALL: Roof DL= 9.5 psf, Roof LL/SL = 30.1 psf(Non-PV Areas), Roof LL/SL = 30.1 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22152 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project, the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the 2003 IBC/2009 IRC w/CT Amendments. Please contact me with any questions or concerns regarding this project. �'• Qy /e.G� Sincerely, 2 *4., Humphrey Kariuki, P.E. Digitally signed by Humphrey Kariuki * ta.1012 �v� Professional Engineer Date:2015.04.17 07:06:28-04'00' c, Nth rft Main: 888.765.2489, x3515 �18SIDtA�`�' email: hkariuki@solarcity.com 110/0.111111\ 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243''1 .. -�,....ra C�. � UI).. �%f `... ,x:'"41,-k... ii.i}`_. SO4b 2,l ?L. .z _:t.;C�, AC:.27 8 NI OR OCR 1804t08.PA 07734,TX TDLR 2:006 VSA CCC SOLARC"PIgo?.St 2013 206,C v_As!rights*were¢ k 04.16.2015 - PV stem Structural Version#43.1 Sola� � Software DesignSyS PROJECT INFORMATION &TABLE OF CONTENTS Project Name:' Bardales Residence AHJ:i Montville Job Number: 0632109 Building Code: 2003 IBC/2009 IRC w/CT Amendments Customer Name: Bardales, Ellen Based On: IRC 2009/ IBC 2003 Address:, 27 Peter Ave ASCE Code: ASCE 7-05 City/State: Uncasville, CT Risk Category: II Zip Code 06382 Upgrades Req'd? No Latitude/ Longitude: 41.433288 72.101472 Stamp Req'd? Yes SC Office: Hartford PV Designer: Melanie O'Neil Calculations: Kevin Houng EOR: Humphrey Kariuki, P.E. Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22152 < 0.4g and Seismic Design Category(SDC) = B < D 1 2-MILE VICINITY MAP '16°4 -' 4.-*'.- 41' ' ' :0 '''- ' t '-m .r.N *1-1., ' '4 At i ' ... - „v_,,,,c _, s Norton Poiret tr" mow r4 -4)0,44*.., = 4'4, . 440, CJ C) - t \ 4131** SIILLe. � � ' - u 5 ne /S of Ima•e. ai•it i , U S Geolosical Starve USDA Farm Service Air enc 27 Peter Ave, Uncasville, CT 06382 Latitude:41.433288, Longitude: -72.101472, Exposure Category:C LOAD ITEMIZATION - MP ALL y PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf) 0.5 psf PV System Weight(psf) 3.0 psf Roof Dead Load _ Material Load Roof Category Description MP ALL Existing Roofing Material Comp Roof ( 2 Layers) 5.0 psf Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 6 @ 24 in. O.C. 1.1 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 9.5 psf(MP ALL) 9.5 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 5/12 Tributary Area Reduction R1 1 Section 4.9 Sloped Roof Reduction R2 0.975 Section 4.9 Reduced Roof Live Load Lr Lr= Lo(R1) (R2) Equation 4-2 Reduced Roof Live Load Lr 19.5 psf(MP ALL) 19.5 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load pg 35.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 20° Horiz. Distance from Eve to Ridge W 13.8 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed 1.0 Table 7-2 Snow Thermal Factor Structures kept just above freezing 1.1 Table 7-3 Minimum Flat Roof Snow Load (w/ Rain-on-Snow Surcharge) Pf-min 30.0 psf 7.3.4&7.10 Flat Roof Snow Load Pr pf= 0.7 (Ce) (Ct) (I) pg; pf>_ pf-min Eq: 7.3-1 30.0 psf 86% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Roof CS-roof All Other Surfaces 1.0 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)pf ASCE Eq: 7.4-1 Surrounding Roof Ps`"°f 30.0 psf 86% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CSP Unobstructed Slippery Surfaces 1.0 Figure 7-2 Design Snow Load Over PV Ps-pv= (CS-P„)pf ASCE Eq:7.4-1 Modules ps°° 30.0 psf 86% • SIMPSON Simpson Strong-Tie Truss: MPIA ProjectName: 0632109 Daze: 4/16/2015 3:04:47 PM Component SolutIonsTM Page: 1 of 1 Truss Version:5.12.1[Build 5] Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WGT/PLY 11-9-0 5/12 1 0-11-0 0-0-0 0-0-0 0-0-0 1 24 in 45 lbs 12-8-0 0-11-0 I 4-1-0 I 7-8-0 4-1-0 11-9-0 4 I 12 I 51— T eco M 5x5/ 3 6 4x41 ,, i t 2 t 11,3 P,t1 5 d d_ 1.5X4/ N d 3x4- 1 }I 4x61 1213.19 0-0-o 2-0-7 4-1-0 7-8-0 4-1-0 I 11-9-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load (es0 Bldg Code: BC 2012/ TC: 0.48(3-0) Wel TL: 0.15 in L/912 (56) L/180 Roof Snow(Ps): 30 psf TPI 1-2007 BC: 0.50(6-1) \hn IL: Din L/999 5 L/240 TCDL: 95(mlo) Rephbr Increase: Yes Web: 0.31(2-5) Holz TL: Din 5 BCLL: 0 D.O.L.: 115% Creep Factor.Kcr=1.5 BCDL: 60ale) Plate OHseu(JnLXY.Ang): (1.6-80-90.) (2:3-8,4-8,22.) (3:1-12-9.22.) (5:9-1,1-3.4.) (6:0-0,35,7.) Reaction Summary 1T Type Big Conbo Btg Width Material Rqd Brg Width Max React Max Gm'Uplift Max MWFRS Uplift Max C&C Uplift Max Uplift Max Horiz I Pin(Wall) 1 3.5 in Spmce-Pine-Fir 1.50 in 611 lbs - - - 0 lbs 4 H Roll(Wall) I 3.5 in Spence-Pine-Fir 1.50 in 293 lbs - - - 0 lbs H Roll(Wall) I 3.5 in Spruce-Pine-Fir 1.50 in 321 lbs - - 0 lbs Material Summary Bracing Summary TC SPF#2 2x6 TC Bracing Sheathed or Pudins at 6-2-0,Pullin design by Others. BC SPF#2 2x4 BC Bracing Sheathed or Puffins at 10-0-0,Pullin design by Others. Webs SPF#2 2x4 Loads Summary 1)This truss has been designed for the effects due to 10 psf bottom chord live load plus dead loads. 2)This truss has been designed for the effects of a balanced design snow load(Ps=30 ps0 for hips/gables in accontance with ASCE?-10 except as noted.with the following user defined input:30 psf wound snow load(Pg).NOTE:All flat/sloped mot factors have been ignored and the ground snow load has been used for the roof snow load(Ps=Pg)DOL- 1.15. 3)This truss has not been designed for the effects of unbalanced snow loads. 4)In addition to the snow loading specified on this drawing this truss has also been designed for a roof lice load(ICLL)of 0 psf. 5)Minimum storage attic loading in accordance with BC Table 1607.1 has been applied Load Case Dl:Std Dead Load Distributed 1 rads Member Location 1 location 2 Direction Spread Stan Load End Load Trib Width Top Chd 16-0 10-9-0 Down Rabe 3 psf 3 psf 24 in Member Forces Summary Table indicates:Mentzer ID.rax CSL max axial force.(max compo force if different from ccx axial force) 2-3 0.320 -155 lbs BC 5-6 0.496 Webs 156 0.033 1.318-246 lbs I6-5 0.510 I.240lbs I3-0 0.479 -117 lbs lbsI Notes: I)When this truss has been chosen for quality assurance inspection,the Plate Placement Method per TPI 1-2002/A3.2 shall be used.Cq=1.17. 2) ®Indicates continuous lateral restraint(Cut)required at the location(s)shown.Rows of CLR nest be adequately diagonally braced,see D-WFBCLRBRACE Foraltematises to Cuts and diagonal bracing see D-WEBRE1NFORCE 3)Bearing material shown in the above table has only been checked for resistance perpendicular to grain,and does not indicate adequacy of anterial for other design considerations. NOTICE Acopy of this design shall be famished to the erection contractor.The design of this individual truss is based on design criteria and requirements supplied by the Truss Manufacturer and relies upon the accuracy Simpson Strong-Tie Company and completeness of the infomrtion set forth by the Building Designer A seal on this drawing indicates acceptance of professional engineering responsibility solely for the sass component design shown.See the corer page and the"Important Information&General Notes"page for additional information.All connector plates shall be manufactured by Simpson Stmng'le Company.Inc in accordance with FSR-2762.All connector plates are 20 gauge.unless the specified plate size is followed by a"-18"which indicates an 18 gauge plate,or"S#I8".which indicates a high tension 18 grog plate. • r SIMPSON Simpson Strong-Tie Truss: MPI B ProjectName: 0632109 Component SolutionsTM Date: 4/16/2015 3:03:17 PM Truss Page: 1 of 1 Version:5.12.1[Build 5] Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WGT/PLY 11-9-0 5/12 1 1-2-0 0-0-0 0-0-0 0-0-0 1 24 in 45 lbs 12-11-0 l 1-2-0 4-2-0 ) 7-7-0 4-2-0 11-9-0 • T 4 12 51— 0. co 505/ 3 4x4/ ,, 2 1/. 3x4- S I 0 104 0-0-0 0-0-0 ¢4-a-0o 7-7-0 t Syd) • 11-9-0 Loading General CSI Summary Deflection L/ floc) Allowed • Load (psi/ Bldg Code: IBC 2012/ 7'C: 0.49(3-4) Mat TL: 0.14 in L/988 Roof Snow s): 30psf (Sb) L/180 (Ps) TPI 1-2007 BC: 0.48(6-) art IL: 0 in L/999 5 L/240 TCDL: 9.5(d¢) Rep Ivor Increase: Yes Web: 0.34(2-5) HPa TL: 0.01 in 5 _ BCLL: 0 D.O.L.: 115% Creep Facto[Kcr=1.5 BCDL: 6 Plate Offsets pnt.X,Y,Angl. (1:6.8,0-9,0) (2:1-12,5-4.22.) (3:1-1,2-9,22.) (5:8-14,3-8,11.) (6:0-0.3-890.) Reaction Summary lT Type Brg Combo Brg Width Maternal Rqd Bug Width Max React Max Gay Uplift P Max MWFRS Uplift Max CRC Uplift Max Uplift Maxs I Pin(Wall) I 3.5 in Spruce-Pine-Fir 1.50 in 620 lbs - lb 0 lbs 5 H Roll(Wall) I 3.5 in Spruce-Pine-Fir 1.50 in 322 lbs - - 0 Ms 4 H Roll(Wall) I 3.5 in Soiree-Pine-Fir 1.50 in 300 lbs - - - - 0 lbs Material Summary Bracing Summary TC SPF#2 2x6 TC Bracing Sheathed or Purlins at 6-1-0,Pudin design by Others. BC SPF#2 2x4 BC Bracing Sheathed or Purlins at 104)-0,Pudin design by Others. Webs SPF#2 284 Loads Summary (This Miss has been designed for the effects due to 10 psf bottom chord live load plus dead loads. 2)This Miss has been designed for the effects of a balanced design snow load(Ps=30 psi)for hips/gables in accodance with ASCE7-10 except as noted,with the following user defined input:30 psf pound snow bad(Pg). NOTE:All flat/sloped fooffactors have been ignored and the ground snow bad has been used bribe roof snow load(Ps-Pp.DOL= 3)This Miss has not been designed for the effects of unbalanced snow bads. 4)In addition to the snow loading specified on this drawing this Miss has also been designed fora roof the load(fCIL)of 0 psf. 5)Minimum storage attic loading in acmdance with IBC Table 1607.1 has been applied Load Case Dl:Std Dead Load Distribaed Loads Member Location 1 Location 2 Direction Spread Start Load End Load Tnb IMdth Top Chd I6-0 10-9-0 Down Rale 3 psf 3 psf 24 in Member Forces Summary Table indicates Member D.not CSL Max axial force.(nmc conpr force if different from max axial force) BC 156 0478 1.269 lbs 16-1 0.478 1.269 lbs 13-0 0.494 -12116s I Webs 2-6 0.057 254 lbs 2-5 0.335 -1,300 lbs Notes: I)When this Imss has been chosen for quality assurance inspection,the Plate Placement Method per TPI 1-2002/A3.2 shall be used. Cq=1.17. 2) ®Indicates continuous lateral restraint(CLR)requited at the location(s)shown.Rows of CIA mist be adequately diagonally braced,see D-WFBCIRBRACE For alternatives to CIRs and diagmat bracing see D-WEBREINFORCE 3)Bearing material shown in the above table has only been ehedxd for resistance perpendicular to grain,and does not indicate adequacy of interval for other design consider tions. NOTICE Acopy of this design shall be famished to the erection conuaclor.The design of this individual truss is based on design cntetia and requirements supplied by the Tmss Manufacturer and relies upon the acw and completeness of the infonmtion set forth by the Building Designer A seal on this drawingSimpson Strom -Tie Company indicates plates acceptance manufactured Simpson responsibility solely for the Miss mrce with - s2own See the cover g y pap and the"hrys the Information plate Gee is " ye for-4 " cd indicates n.All me plate. olr" shat"be which indicates es by high tension SMinglie Company.Inc in accedence with ESR-2762.All connector plates ate 20 gauge,unless the specified size is followed by a"-18"which indicates an 18 gauge plate.or"SO 18",which indicates a high tension I S gauge plate. iL CALCULATION OF DESIGN WIND LOADS - MP ALL Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount"' Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C __ Roof Slope 20° Rafter Spacing 24"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 115 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 _ Table 6-1 qh = 0.00256(Kz) (Kzt) (Kd) (VA2)(I) Equation 6 15 Velocity Pressure qh 24.4 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC-0(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up prual -21.4 psf Wind Pressure Down Prdown) 11.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration _Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -385 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 76.90/0 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -426 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 85.3% n a E 17 N •c Q L.E a) rn N <4g ft, .c c IF go'EU m �QW cm c , X Ag-o0 ° o m NO l '''' W IN- paU 2 ° w 3 0 ° � CL)� a H w¢ Z �3 o 0 _2 ° o sow 0 ~m W cj a ° V w a w a Z z cc z c) p Mill co W 7 w •713 N Jt JPO UIES =Li o aoLL CCac)w¢ ¢ NJ W m o•NN� a m ®I111 < g ... t N 81111 p? CL CL CL CL - > y Q tYS .o a a) � � CFI v`o Q (...407,4iit,.;7,,,.:,,,: a+� aL. I a) w �r, CO I LI_ Q w jF'� 0 Z� . 1 ) WQ 1- t 1., ,.... i >7, (X>. - i >4, w CD w t ,{; • F '"`. w cin t mf � �Yix > CO 1 LU / v r � . 1 U mfgO 0 0 + 4) v U • r• CO Il }. CO ,.....u..„ . w i_ (3.) LuCnija-a-!__I-ILJC-3-* c:921 CO 2 >- w W U a W N .--. Fz r O ¢m m m ��-U O vi W O [b 0 1- J IA M (n ¢ p zN =ow tx� vv))t Q ¢ce o § CONS W O z 0 0 w F-L� Q F< z p O 0 2 0 0 1-- SHZZF- NZ�' wOCC Z N W W OarLd W Q Nj N OF z w U CC z z F- w a o�wwW LI0 Irl z•p�JooN Oxo oz o Z CC z1:0'- pj F-W Z 0 W .0 NOUm pN CDr�U' 2O F- U J zooCU NJ� �uo oZ3 0 � Cq UJ��E g3 wQaam moN Qo z a No U .2 17=Zp¢0QD 1--: F ¢> ^HGF- trWp QSJ ECS I ce J YU F� NO 2 pc J��O CD a,z=UJ Cs4 d NNZL` Nmz NCL VIW Q OU 3w Ce m 1 m J JQWZCC r�x�l�j NOw= Q2Ir <ZZ <d (_LJ Qw N ''I�i�zx� �L` aQ�w CC ZcHn>>p�x�o �rnw .8ax �o z N �z W CO W NJ N�����Wmmlr�ce�I- QZaF ZZ1 Wow WCC w W 2p O -J nolnZocwiW¢�nw2°Oov ���LN� F�Q �� �� o�JQ O `° cc W x I-z <mNUwZc) � W C) (5 o„P wio� 3-wz p z Q QOGQ- CYLDo J zo cyIro J0J d N F- N�QQJ ow Oro In z¢Qpn�F'..<..< JOJ� o 0 J 0d ZUQ Fvw) CL -63_, o W N Jj 0�0 QNQ� CD N O I+ mM <65 NJ J QI <n JU U JJ 1.Z(r 0 0 w 2 . ociNi�LI-<= ri�a� ��mw0ao��a �=�a, Z N M I QN� ro F-. QO qk c> O K M W W U ZZ U0 O 0 >- 0 p{ F ce O O O vl d d 1 _ O 1--1 0 z 0 Z 2 _ _ ffi HpU m pU p N N o g� to Q H w 0w W Z F Z K Ir 3 11 w Z U O N p30 w O WO a > O J 0 Z d Z U O 0-C:5 i- NA o z b t- LU ce F-p 1-- >< w ¢ ¢v= 3 8 Jz w Xw O w Lv+ ga sptW C.J L.0 CGd'0 a W 0 _ Z J Z W C.) Hit N m m 0 Z 2 J 8 qG" j W=$♦t 1-Uco ~ ¢--Le. L.9 ¢�¢ N w>-FZ-J N0 o << Z U . @,,x-��W SLi o Q L, CD wc��wzoorZZZO�<a, J F-F-L` CDJwd' ww r) z o 8. W�oUUd F�NQZz-wwr-O¢m ¢OztrO00-J0< r DU M aD a o'er '-8. 3 ° wJzwS (nl�jw�OOF—D Ooo�� ~�aZooZZ�zF ter¢ a o m�L�S�� mJOO�Or XJ=QLr CC oS�S JJ¢Z 37 O_O2¢Qd-JJJ�� (.'J aQmCOw wLU-00 D2 L)L)U, El 5i ZZZodd2N V~)U,FF--jo003Z w ° U �� U JOUCD ~O]JUDCD - J G?Pm8710 ,-W ~ ~ th v2E(n¢wzo E ti>3mZvw�UJa>c2i }tea E o rr 0 2 F- '2c1,Ez %2 Q QmU0 W W w CD CD CD2_ YY 23 5i Z Oa 0_ill.(nv)o, 25;> M m Q O 111 ' $tom$ gvzRR$mg op-12 A Vi QZ >▪ . -I.v m A m I o n ? c .w N W w▪ 73 r. O o a O -a W �Pitr_h D m j 'Efilch/ • I c NN O 0 o o (0 z o D A a0 N •_ O co s n (i D 73 Z e . m _, _ O 7 rt O 0 O 2O C M CNOD0 Oo ZVD a) nZJ o >- m rn CFlm — --, Oo • ��cn ITI CO <rn I, < I , nrnP m r O z , +< Q, I , W <01/4.). Li W _ _ II I n d/I0 O NFi :.1 co R —1 : rn D a m coo -n > O cn z < 0 a 0 t!)> $4,-cn ..• O�i° m F -C Ln l5 CQo 'oil S `'` IZ- C� O O rn a 3140 S•� tS`.•`Y:: 'lif -<s Omcf 0. iii 11 O R,a -3o Zp -< any aalad LZ 0 0 m � o N ::::-;:i cn \M FSI D cr, In 20 C70 Cn v r I v D v R.Z C m m- Cl, IX. O mm��vQ D m n 0 n ?A M �O m A AO z -n 0 z Z z z m r 3 co m vmCcr ,�* z z z "* r-j* (� v II O n Z Z O < A \ n n D\ y b �� �+ z Z O O D N R. p m z R' 7 D SSS ,a,„: z 0 zXz N y m 7o z f NA T. A rn 0 73 m a� §^ N --1 Af+�' (n Z fi• A A A rM* z CD D➢ N :i7 M Z r Z Z v Z N "ger.,, v > �O m C) D co z z O N-,�-< O z'e8 g- N m Z7 nF. O G) G) 0 D A n ',�.',�' W f m A A W N R' D D v CO xi 2 0 1 v m r m W vl r- 0 ',. N 1 SP (/�' + v N D r r n 00 o R 8 �f 03 V)m I-- 4-0 «a il <LLrg a. gta M Ln 17§68 N W LIJ a W V / a I- o 0Z a -,;, 0. � 0 L37.o ce Lu z • sZ ptups: ` CO z ° o aE �pr , �; = W j ° u o NI- TI -1. y` > o r m m �J4, awn ��`� C].[[ ;9 N z Z > Li o} Nt7 0 0 } w W z wN F. 1- 1 Q X O O UJ zN cr 12 1 U iNi in Gd @4 N m I—I o_ N I- I J //� (o w V/ X fV (V U>- ►�\1!1 W W Q cri a CO .°<& a1 w m ao ,_ W wQ > ® gZ �> w I g a ci cn eLCY J� F-- Q Y mgr gcn N 00 M J H (.O O oz 2 * p ,-,-Ti_ ¢ F- rn cc K2 N¢ Z r i-W �O, _1 cc 0000 m CC J N 2 OJ w Lai W> 00 - z o� 220w < 0 m¢ o(n ¢W I d- M D'pJ z �3 J3 NCrJ E w N N ,V,1, 0 W ¢ �¢2 O� 1- W -IZ �vf Ji_> (D ¢ ¢(¢.� (i)o z� f¢--m pCY]ND v, . N O O N _i z NJ NIO i 1 J 2 as Q z u N m� ,--I m co - r 1 o u u' o z U-a� o. �� ii1 LCL v m 0 } ¢ m c V) O N oe W (n Z O d N � - Qco 0 LU r N F. O N cn QZ ( ) \ (> I v' o / X U U n (0 c� a o O O �-= ro 1111 p o O d C w -.4 W z N N It MMI O V 121 ,,, (n o z ." I J X N rx Lk M o to v t = m 0 .. ::...... 5 O O c(7):, :si1 n N E N Z 2 Z Y w (=n-• � x-� a W m ¢ = 2 = w Z~3 0 c, .� SEN 3 Q m N N c' ¢O w m.)-.) ,,,„_z bg 0- 3 w 0- C` a o L"m z m tke l_x;� m J w Q NJ 0 0 JN N € w8uma Ji LO aS w •NJ w v wi cow rµ�d=R 36 N i �� UUOOZd O -v co igg§g dmag -p 0 vg n (� w yZO 2 o=-(=. �1--I a —4¢N z3 g� �*0*yyyy�Rey �_ �� I 1 _CSN CI wM 0-1 A *E.- N�gL, N� F D -� . fp VIVO $�� p gQo €s €, SK 3g x < nn FO) O Q- f op -I- �17R31 _^m '. O. o c Zv> Ao p <LSAQ�m f s W Z �m Z nm r^C tig^ ' FgD 1 mm xi 0 v0 �2 �� g •.g,.,, nx D nm n-gg I �sY 3mrn M A M •'1 m g - m a c z 3D G) D c L N A I III- ; l , 3 3 Cl) m g F r + I 1 A IV Z im o I m i , O � coWD Cr•I 70 0 I 0 Ln I 2 CO i �, I c ..tOy m o a C) O� L_ c $,om r 0 W c'y7 �v / /lao v m �i I N N n (/`/ o z oz rn cn CDg g a© D el ocn n 0 1 7z, U o Ow n co 1 I m I C3 >D D D ,co 2 02 02 § = v f m AAAg g G 1G g i/ ii ; S- 78- ..ft 70 2--Ez N 1`, .T.'e,E an csN+. M I o C OC:.N NW� RE 3 m C � O -0 1 81 1 C n D CO N r (J)P1 D m -.0 g = % I co rim g II - (n l' p m np <m m W n m r v rn m r co Z 3 o v 0 Q1 7 %) CWO � IV D N �a T Z � J !!�' I NO O 0 Fid zco M �� 7, CN V1 7 ri1 1 m PFI o 1 oa a g N om us c'f cfi3 A 2 E:rCA P-'S{ 8a -H v CO g, P Pt.o rn -4-I I No a,m fD T p d�D �1� o I zm m �3 1 N 1 1 coil m f-` mg n, N m mo NNN C3 Z -0 N m I c , m <70 "g 0 I DmD D 77 N 0 2701 I <a K 0-1 551111�11 ,. n S§ v mv� N <Z P<S v3 =a On A C 0 v 3 m m N '_ a ,I =O• C g N - ; Z N 1 CPcnc" W 44. f7 3 e < D N �ol C M R0 MEI I I Z cn 4I. rn n m ,., z in x -P O o o NMD N �"+ T m fir. A c V'< I P, SII 3 r>7. s 3. F c I ScZ n rn Bi 2 a Y I rny C CO cn A gx oo � ,/_ 3 Qac to g v 3 ao (zn A- •A• II II rn 9-8NU Sit U m4,R a)o >.rv,e; C 1.9ii 0 M- -(5 3 0 aP CD• C O o N I. U a D - C a .5 0 U x 0 0 0 C Uo a) o co a0 O .c `m C ma C O o 0 0D C o C li=MI U O O U Q)N 0 w„ D 7 N C U O a1 C Ce U o 0 : 0a) > a3 w.o < 00 .00 0 - 3aCZ 0 :-:00�U"> C��O Q U U 0 p U?J 2 a. O Z W I p 0 (np _ p In Z 0 > aJ M° W D JZ 0 co W � O 15.- U U m w U J -Q. ZHZD Cf)w � Fa NUU � Z =(nHQN Yp}Lu cc O(J Z °BUZZ ,V mQ ,°OZQOWU7gO w ° wa, v 0( 6 (0 U Lu Zv ,:tr N- Li.,E .. 0 o r o 0 ., m o m • CI CO is CO to co oo oo o o _ OU o 00O -oo - Do 0 J D7Jd 0 (p -JO (p J o J 0 TDUUU 9 ^UU T, —0 O�UU U Tij U mQ m`w ma 0w mO a)w . `mw a0 J W Z J d Z J a d Z CO d Z Jas a d Z 0° W(Z < > QOWZNI WC7Z O pV°o°V� „ CO NZZ[YO Hz =O(nOW_OciW U(nW w�a //�� F Z 2SWU OOUOZ°N��uwc) Znw(Fn z FULL V j HW °F°ma UZF-°KZO0.oK° Lu<Zacw9 OO�U OUQ �OOjW Z O7ZQa J° lou J°FwNOWZwMEr OJ ~wO� aU) /Z�// ZWera'> Q 0002°0 OW C9�JgWwO Ca�OxUx� =OZO oF- lL Fw-ZF>o <0 �5p1z Oz� a¢�= 0Di 0° rUa �=� w W (.0 a a F-0 o�Q O o. 0 O N a O J (0 N N o _� o �? o g U o v" o U o co (0 0 <- (0 U7 (0 in V - V L_0 J ^-o O J> a) m 0 Z -0 6 0 Z �0 O O m 0 O U ^ 0 ^ .. V co 0 (p ? O (p J — 0 co J_ 0 co J U 0 S J Cl- 0 m J a_ -8 m d g a U U U T) U U U 9 U U U U U U a ^U U a) ^U U Ti) ^U U � �a I-1-1 co III �U a`> w � U 0 J -aZ COJ -az J -az J °aZ J �0 iii aZ JQaZ JQ,D WaZ wo w z<o ` �1='o U o Q > > Q 0 O f(� pp Ii lJ "" rQ > (J 11-1 o Q �� bIa w N_0wo NZwuz Ww2 �' o !,2=z a <1.1.1 �n�a�—c F=ti. Z I. Z Y�2WU OF-UZ Q W gry�ia_ C H Z W w iw-?(=j- UFo(A❑ Qfw-oma wU`W L0 H Z UF-Uw iooN3a o O OF Ow>w �Z Z O=�C7p¢ no, ==mYZ HLuLu oO JQw ¢¢ cn��sw� O aw a(�(n c7 UW U�_IF0 N U,'5' Ua°F /-%.c �� » aw � co O U err MFQ MI-�, Q °nano Q QOFm n° >a2o O O 2o R> �'U`o€� co C_n U OU KZ ❑Z U �W W 05)_(,)CL 0 xU x> `..'o�� a ��R> X> 2U c~io�o=0 5 i-oz-2 waQC _� �Z�z - �Ut 0CD 2z 2z 2 ��ZU D; w0 0z a(nW O qa �¢ €a � a O O wQ z wO w0 = wa w ,L6- -- z Q. a 'i 0 )--.._1 �- o 0 , z� wbo.-u I N " z. g m III V1 ✓ 8So v 0 Ut em%% o — g 215 o NG s 2 al 0 n 6 v3< O �/ V7 N o o �sN vO o SY 9 _ 3 ^' 43 m . W B / .-$ O O 11< 11111(111 n gmV ,-n aowO Q4gg 75E-1y w " s1 1Sod mooi pca. C m �' F°�9, i v,fa SI a a c p$ �r ;las k - - .... I m '3 R o. IflIliJL a till IL u i N▪ a D 2 O N N 01 a f v N O 4 a ID H1:HP -3 m N .b"? mF_ pw pNn m0.; N a w vg^ O v : ITv Q m 0.7 ft1 3 N2 39 O N ` P 2. r o 3 t i n .o m u. a O 9�g a a o 0R. u i s n' O N Yn $ P C 3 r m -{ 3 e r z- 7 $u 0 O 14 cc R Un N u1 Wig" v 3 Cr, 1. «o3p v -§a 3 0 1,71 Zai S qm'd� Bjt1 IpJ /la iiii 0 is 7 11F ;wti • . pNN :88 N L v N n- W =8 N N ac;cs ,' mN. 5V k' t.iia i // / akN , / a F C a op m U \ i 3" s m '8cr fq Ci2-t . ,- p 0 n� "- 3 fig m 8 g g o m atL /:7* 0 m c n r g + C .q, 3, 8sgg Sio wco' 35 o ,Z3 f0 -----------" " i 80gm m s] 'iE W " a a W _N k_ 2 .moi pO C 11 gg O.- EE E L i W`. .---9, t1 i% 3 O a F > . f� �`- r 14 3▪ z Z o o e , ' tt O o o e E 8 a j' o a $5� G .. W m ,y ,y' sz 07 a '? 1 z ° z rz p ..O Q =, = 2 N , s. w a _ 8 §+— 9,1 p a o d w en 2 a 2 f Li o P c N E E a, u G >, ZO m 1 < o o 8 in I I FF K 0 3 w s o ff W pg NI 1101 1 0 E G i d 6 E_1 F 2 j g /I d C N _2`�1i ira 5 211 &''I9 „1 1 M y X E F P K 5;111110n � ' C €a a f a 8 d O//� 5 E l 5 E E E 4 d s s e C S E 1_ 1 1 2,p i i 'S^ !, {.Il gQi my : E '2 lma Ffs5 lyv N„ E € u _. 2 1 1 1 8'8 5 1 8 n Liz 5 0 3 1 oP=g o 5 a .'= f 1 1 i 1:13ZIWI1d0 1:13MOd ,,a79{ 3 3 3 to co a 1 m L U \ CDN : I .1 •- 4— ate-, = E ° E O. 0 O `o E f.. f Lx o• O .� '' v ' 51- ”! C of ty O 1 E .. u 3 - • O. D a .ys. q N 1 41 -o E c q CJ o o ''s. E sat - g. //�� W j i o d Egg \y y� _ : E _ ' A N E O a' O ,` , O Z `u 2 m u N cn d `` ] i5, ic LLz " a s' - ' .,;...4..., al Cn Cr) -n Cl) c t ttttt tt I -I rT, M 0 ai 1. 12 > 17 '. 1. 05Tr -,6, M CO 0 0 . . — 5 Tgilirg '4 "H1 ' . a. • .. s " -7 rn , cn cn = i•‘. ' IYT:: : ! C•1)•• § YALVITIAC2. - -- ---- C.C2 "3 1: g ri 15: g, i i -,-,! 2 — c„, --, , . n , 5 , g 0- CO 3 ... 0 ,=, 00 co CI) ;.:. 0,^ RF.), 73 o E ± a," 52, C:, IW --. . . g'3-, E A "-' g v, co > (-) -.. 0 > ' 1-1) co • p ,,, ns, '.2,1 5 - - - 1 ' ' C . . I 11 _. 'sow, ,,,,, cf) -- CD I Ng il . Z: ..:rtl t cn 10 o 9 -7",,tr° 6, _ 416 . ; ---,- ,,,,, ,- — r•-- 'AT..,_,‘ 4;or rn -. 0 0 'I'' rf, , i, g 3. st -a- ,' P.„ .4•Eia..‘I:I. 4. Cl) > 5 ,r7, 8_ ,.., '& ,';,....^ .1' g , ,,,, = c: 0 ro 0 ,.... cn < 111 cr, CD ...e z3 3 o .-4. A, -0 CD i' @ > •-s p,, c C,) Cl) i) Fi * I* ,,, 14 0 ,3 0. oa INVERTERS L., ii .,-.'mzS*Vg'F,AEFS"Et4grgF rq E r', 2 E E gEr4F-V3-5-1,1 E >-0 - 0')ft I 2 Cr) 2- 7 m . . . ;-. ,.,E '„" > a 4 ifttirgk.113-aa. ".E0g0 4F.ig I 2 g 2 kit-a s v .01,..1Fg'F-,•7' i t Z T.-2. 1 : ;,=:_a -,,, litriti, •§) ?".,t* Zia g ge. p2i & g ::' . .3- CD fi-, !WEI g .R2! !-1.-,z ,, °Z3 ,-;1 51 ,is.Z4 ; .•1,1"." K 3'; ,!, 4 f.1% &1°2 ? 4 I”: 3 „Ili a , ;.IEI a ,°',- 54F Fi- ig $3.9 1 il , t r =i ...;,k, , '1"I f 'z '51,0Fli -QT,A • "' 2 i -/ 4 i g re . 1 g a • EE ill i.g il:i! -. a ti; ri 40 -.. .-. !.... N . ' g 1 1 4 I v, 8 ;CI ti 1 :..4., 5, VI ...• 6 _ '; 0 R! .2. ..• '0g rz 2 I 2 i ... . — -, -f`!.. (13 aa-•,s -- ; t- ••• , ... ____ , 3 . _ 0, 0, ,., f ": ,... i ti• 3 ...-...'f, g .= - -.,!!`j,,',,•.i. !g..'.1 If 0F E1 it 4La 71, g g §- •‘••• ' 11 3 8 4 •m§'—•.:.1'gr-::•.:'. -.rz g F — r 4 ' I I —_ § I— i0 28xac.6:=',a_s>-,cc,g-nv,•_,n-,,,-- ., =<CMc.cozg.=>acnDoo, t - :I =I cv Fci •:,' ‘ ' ii i 01 :il, 4 t ,.. , - ,'• i. : * * * 4 4 *k- 3 . ,.. F, 3. > , „ 4 i Vllorts.nV N3 WSl t•>)a " �jj m n 9 N §§E 'o o r. .2" V "' m m i m - R - a '3 ,; n i U Q q u E 0 a E S 0 + ° o I c a - E E - < E ° Oc "' n m w m - etl - w d ro E E I n Ea 'm u9 <W P. a E E °u F o f>° f E o bn r m ..1 ''- m /„ o ° ° ..;' :K .'8. 2 -6 ,1—,f; u u ` ucu o ' _ w . « Ka.u0 o a aa; ° _ _ u 1 > ° n T n °q �+1 m m K °o a . E > ° c o o V © y O 4 a = E E- p” t I U ' �y O t = E i 4 y d •'". U ` ` m n LO O 3 < " t'l U U E Y _< Q O 9 O [ C > U s H l_{ 0 p C L",Eo < E E w ' a a d - ._ o a .o E P U V U ' o 0 n o i. o O 6 E o ii ; E E E : .a i = 1. o nI E' m _ t� 3`= .' 3 E `� s g a o W E E E U a i°- < o° o v - ` ` W o° gg F 2 e 1� 8 8 ="� Ill W a d s o oQ w $ f o r u° o ° s o f o g E8 E 1 g <_ o 1 s Y 8 NI J $ aa u �� � � � a � n '_ dff 0 180 150 990 LAI E , E._ iMi •C i p U„ 0 1= W ' r h x; ill_Lu a a �a i, oa .5r 0591 ( � ur I - mn ,nN- f,. iyid Lm 0 5 9) O h an U = y _ a O 1.5-Cf EO o - =jC-- l 2 ,'Oi LL' 3 1 O O �� 45 = a A'. 3 R C: s o ❑ oma orn 6 g o a c6 a V g p 9 s 0 h . Ti IA o 2 a o ti 4 a a � LLJ a m" o * N y I 'll O O U a rn L D ad -a.," d o f TA O�Q, p aG = 3 c 13 w Via " •O c3 � d `u n p- D O = O `a' J v-'a a v ■ o 'O >^� n '_�c GC o a LL O i �V= C g�7, W v O 2 . • • Z a S K o ' G51 Invj Ind Paolva°I N ) ) 9() C c W p •� Q C W "0 C lir= w0 14 L..I ZZ O Z wce ' oo.Gouodn dam ' rc U (1 .21,2.3rn«0E� 7 W N Q N 1Y_ O W � � �O'NYy,NWC �`0L,OC�N FLLI 02 OF 0 I V V . LC) m (�� ]� }CI m 9v3co�oo�moa3 ol�ea�F EZ �c�n g ..J11��..� _OA J "Zr �/ Q l } Q�Up of N� a1�C�Ly�Oa al „� •Cu v f 3 N ° • . * O o =`o„,Wy��6n-211 F' H- r Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL Applicant is responsible for obtaining all of the required apQrrovals, No permit will be issued until alt the required signatures are obtained. • 27 Peter Ave Property Address INSTALLATION OF ROOF MOUNTED SOLAR PANELS Job Description Required Approval Department Permit Issuance Approval ✓ 111 Tax Collector �� , J //S-- Comments: Signature/date ® Planning &Zoning Signature/ Comments: g tura/date Fire Marshal 0/4.1 "�( f Comments: _- ` 21' 3- T 1 Signature!date C� ❑ Health Department Required for properties with private septic or well Comments: WPCA, Administrative Required for properties on sewer Signature/date Comments: Q WPCA, Operations When Required by WPCA Comments: Signature/date ❑ Department of Public Works Required when prq ect includes driveway work or certain drainage requirements Signature!date Comments: ❑ Montville Police Department Required for all permits EXCEPT one and two family residential Signature/date Comments: ❑ State Dept. of Transportation Re uirec!for&truetures ever 100,000 sq;ft.or with more then 200 parking spaces-Official copy of STC Certificate of Operation required—per CGS 74-311 Signature/date Building Department Review Complete Signature/date QrzW.5?3,2Q1Z