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2015 - Roof Mounted Solar System
Field Inspection Notice Town of Montville Building Department 860-848-3030 Ext. 382 Address: 54 Pires Drive - - - Job Description: Install a 19.76kW Roof Mounted Solar System Permit Number(s) 82015-0308, E2015-0207 Permit Date: July 28,2015 Not Approved Approval INSPECTION Date: Comments Special Date ,ns Roof reinforcement 11/13/15 DJ • No access to house. 12/7/15 DJ Roof mounts 11/13/15 DJ • No access to house. 12/7/15 DJ • Inverter 11/13/16 DJ • Electric 11/13/16 DJ Grounding 11/13/16 DJ • Panel labeling 11/13/16 DJ Conduits 11/13/15 DJ • Water in conduits. 12/7/15 DJ Final inspection and certificate of approval 12/7/15 DJ Rev.Date: 1/18/06 Page 1 of 1 Page 1 of 2 Request Detail Request Number: 2596067 [ Print Contractor Customer Customer Name HUDSON,KIMBERLY J Address 54 PIRES DR OAKDALE, CT 06370 Phone (860) 237-0519 Other Job Location Building Number 54 Street PIRES DR Town, State. Zip Code MONTVILLE/OAKDALE, CT Cross Street Job Status / Prerequisites Status Date Completed Interconnection Application Received Completed 9/23/2015 Municipal Inspection Completed 12/7/2015 Job Assignments Technician Assigned Davenport, Ryan R Area Work Center(AWC) New London Area Work Center Technician Email davenrr@nu.com Technician Phone (860) 665-3251 Job Schedule Request created on 09/23/2015 Scheduled Start Date Not Available Customer Requested Date 09/30/2015 Completion Date Not Available Meter Information Job Information Service Type Dist Resources Cat 1 Interconnection General Remark https://www.eversource.com/c1p/wms/requestdetail.aspx?cd_wr=2596067&st rgmt=UNA... 12/7/2015 Page 2 of 2 Customer is the primary contact Meter Number 868601932 Pole Number PAD 1680 HHA Circuit Number 1Q01 Requested Date 09/30/2015 Work Required Code Cat1 < 10KW No Witness Test Customer Type Residential Inspector Remark 12/07/2015 - 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) 2 Approve Fail 2 Add Remarks BACK https://www.eversource.com/c1p/wms/requestdetail.aspx?cd_wr=2596067&st rgmt=UNA... 12/7/2015 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:J32035_0308 Date: 28_,411_15 Map/Lot: 039/08:000 Owner ID: 5521000 Project Location: 54 PIRES DRIVE Unit: Job Description: Iostal�a_19J6k1N Roof NLou.Qted SoJaLSVstem Owner Nam Kimberly.1.&George R.Hudson Tenant Name N/A Careof: 54 Pire&DrivP Oakdr le CT _06370- Telephone: (850)23740519 Applicant Name Genesis Cornejo Telephone: /B601924,7005 DBA: SolorCity Lic/Reg Type HIC Lic/Reg N 6,3277& 714 Brook Streef.Suite 150 Exp Date: 30_Nov-15 Rocky Hill GL_ .06067_ (�npe n�rtG+n Vn��p faml real Consigichoninionnofinn Building Value: S13.931.00 Building Fee: SJhB 01L Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: Sl100 Code: 2005 State Building Code Mechanical Valu S1100 Mechanical Fe S0.00 Electrical Value: $32-505,C10__ Electrical Fee: $39_b 0n_ Construction Type IRC Total Value: $46_4_3 600 Penalty Fee: SO,f10 Permit Code: R4 C of 0 Fee: S0.011_ Comment Plan Review Fe SO OlL Roof Framing Inspection Required State Ed Fee: SLUZ_ Total Fee Paid: $576.07 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 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 Certificate of Approval ❑ Certificate of Occupancy Building Officials Aoorovol: ` / ✓ " Town of Montville Building Department 310 Norwich-New London Tpke. TeL 860-848-3030, Ext 382 Uncasvilie, CT 05382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: f -G3& Type of Work Occupancy Type Permit Type ❑New Construction ❑Single Family ❑Building B Addition 0 Two-Family L Plumbing 0 Alteration 0 Townhouse Q Mechanical 0 Accessory Structure ❑Electrical CRS#: Property Address: 54 Pires Dr t4 Job Description:Installation of 76 Roof Mounted Solar Panels, Requires Structual Upgrades Owner: Kimberly J Hudson Address 54 Pires Dr CityOakdale stoic CT 06370 gso 237 0519 ?gip Code: Telephone( Applicant Genesis Cornejo DBA: SolarCity • Address 714 Brook St, STE 150 city Rocky Hill State: CT rip Code:06067 Telephone e60 924 -7005 Contractors -Complete the Following: License Type: H 1 C cense 11/30/15 License No: Expiration Date: t heretrycenify that the proposed want vvgr conform to the State Birt tthg Code and art other codes as adopted by the State arConneativat and Me Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make apjtication for a permit for such work as described above. 4/1 •Owner/Agent Signature: v. D 7/2/1 5 Construction Value Pennft Fees Building Value: $13," Building Fee: Plumbing Value: _ Plumbing Fee: Mechanical Value: Mechanical Fee: Etectrical Value: $32,505 Electrical Fee: Total Value: $46,436 Penalty Fee: Cof0Fee: Plan Review Fee: State Ed Fee: Total Fee: 4s raise&_August 23.2007 Town of Montville • Building Department Residential Accessory Structure Plan Review Form Date: /// 27//S Job Address: --s'4 1 S Job Description: COL Yl7U 1.r h 4 I a�j t.)„, S few Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION SITE PLAN Permit application not completed Site Plan required Permit fee due$ 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 (((wit'.eneri vcodes.r.:or)OR shall meet the requirements of Table:\7102.1 Private sewage disposal system to be identified along with all technical and soil based on climate zone 5 in Table:\7102.1 data as per section R 106.2.1 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(8106.1) 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 R106.1.1 FOUNDATION Construction documents do not match the orientation of the structure on the No plans submitted or insufficient information site plan _ Dimensions required Wall thickness not identified WIND LIMITATIONS Footing size not identified Submit supporting data to show conformance with the wind limitations in table Frost protection not identified or is insufficient 11301.2(I)as determined front Appendix ppendix R 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 Pier type,size and anchor details not provided or insufficient !Braced walls not identified on the construction documents or are insufficient Foundation reinforcement bars required,size and location are not shown or Braced wall calculations 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 WINDOWS&DOORS Wall-to-sill connection not identified or insufficient Door sizes not identified Provide engineering data for the piers to resist gravity,lateral,shear and uplift Window size&type not identified loads,stamped and signed by a CT licensed design professional Window header size not identified or insufficient Hold-down devices,location and type not identified or insufficient Door header size not identified or insufficient Foundation anchor spacing not identified or insufficient Construction documents do not match the engineering data submitted GARAGE and CARPORTS Cold-formed steel framing shall comply with the requirements of one of the No plan submitted or insufficient information provided following standards:A STI1.-I 653:Grade 33,and 50(Class 1 and 3),:I ST.11 A 792:Grade 33,and 50.1 or :15Th ,l 1003:Structural Grade 33 Type iI, Building section required and 50 Type iI 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 ?ffv sedMarch 18,2014 Town of Montville Building Department File Receipt Date: 10-Jul-15 ReceiptNo: 10531 Received From: SolarCity Job Address: 54 Pires Drive Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $576.07 State Check: $12.07 Bldg Credit: $0.00 State Credit: _ $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $46,436.00 Demolition Value: $0.00 CheckNo: 762739 Received By: Carmen Kneeland C r17\. k kixd Address: 54 Pires ITEM QTY $IUNIT TOTAL Building Plumbing Mechanical Electrical $ BUILDING Ai .: 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 FULL 7PLIANCES 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 $ - $ - Inground 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 $ - $ - x 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 $ 13,931.00 $ 32,505.00 TOTALS $ 13,931.00 $ - $ - $ 32,505.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 13,931.00 $ 168.00 Plumbing y $ - $ _ Mechanical y $ - $ _ Electrical y $ 32,505.00 $ 396.00 Working before Permit Issuance $ Certificate of Occupancy Fee $ _ Plan Review Fee $ _ State Education Fee $ 12.07 TOTALS $ 46,436.00 $ 576.07 Figures are based on the 2006 RS Means Residential Cost Data SolarCity Date: -7 ) Dear Sir or Madam: This letter is to verify that Ge :Z[3 Q( Yt) l J is an authorized representative and employee of SolarCity Corporation nd is authorized to pull any and all permits and any other project-related documents as needed for the following project: Address: C(4 Pire ty Oc*Gble LICIRC) Description: Solar panel roof mount installation System size: \ `-� 1 co k Start Date: ) 11 ) 1 L Sincerely, Mike Brignano Regional Operations Manager, Hartford, CT CT Contractor's License #HIC.0632778 A�� CERTIFICATE OF LIABILITY INSURANCEDATE(MMlDD/YYYY) 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). RODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME: 345 CALIFORNIA STREET,SUITE 1300 PHONE CALIFORNIA LICENSE NO.0437153 -MAExtErtl: (A ci,Not: EMIL SAN FRANCISCO,CA 94104 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIL t/ 398301-STND-GAWUE-1415 INSURER A_Liberty Mutual Fire Insurance Company 16586 ,ISURED Ph(650)963-5100 INsuRER B Liberty Insurance Corporation 42404 SolarCity Corporation INSURER c:N/A N/A 3055 Clearview Way San Mateo,CA 94402 INSURER D: INSURER E: INSURER F: ;OVERAGES 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. .TR R ADDSUER TYPE OF INSURANCE INSB_tnAm POLICY NUMBER POU�DEFF POLICY EX? . l DIYYYY} LIMITS SNrIy �• • A GENERAL LIABILITY T92-661-066265.014 09/01/2014 09/01/20151,000,000 EACH OCCURRENCE $ DAMAGE TO RENTED 100,000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ X CLAIMS-MADE OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 — GEN L AGGREGATE� LIMIT APPLIES(�� R All PEPRODUCTS-COMP/OPAGG $ 2,000,000 ( POLICY IMI 1 JEcar I lin LOC Deductible s 25,000 1 AUTOMOBILE LIABILITY AS2-661-086265-044 09/01/2014 09/01/2015 COMBINED SINGLE LIMIT X ANY AUTO (Ea BINE rt) 3 1,000,000 AUTOS ED ��ULED BODILY INJURY(Per person) S NONAWNED BODILY INJURY(Per accident) $ X HIRED AUTOS X AUTOS PROPERTY DAMAGE X Phys_Damage (PeraociderC) $ COMP/COLL DED: $ $1,000/51,000 UMBRELLA MB OCCUR EXCESS UAB EACH OCCURRENCE $ CLAIMS-MADE _ AGGREGATE S DED RETENTION S _ B WORKERS COMPENSATION WA7-664066265024 09101/2014 09/01/2015 X IT LIM sI � �R $ AND EMPLOYERS'LIABILITY e ANY PROPRIETOR/PARTNER/EXECUTtVE Y/N WC7-661066265034(WI) 09/01/2014 09(01/2015 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A EL EACH ACCIDENT $ B (Mandatory in NH) WC DEDUCTIBLE:$350,000' E If yes,describe under L.DISEASE-EA EMPLOYEE$ 1.000,000 DESCRIPTION OF OPERATIONS below 1,000,000 EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation 3055 Ciearvie Way SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE San Mateo,ie 94402 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS_ AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services 1 Charles Marrnolejo C- . ,. .. — -ter- —s ACORD 25 2010/06 ©1988-2010 ACORD CORPORATION- All rights reserved. 4 ) The ACORD name and logo are registered marks of ACORD u - CORPORA • A ched is your Eton,e 7mproverrserat Contractor Regstration. This r The Depar' zent of Consumer Proteetdon•znnst be no ed of any�'zan s to youation r not tri a�sfer a'inle. thi y(so)days of such charge. Q' a Ber eed t to ion -i Services oivisi®n atsuch (86o) b est�ons:regarding this regis a on can e -ectesl the License 7x3-6000 or ernall dev licenseser-aicesa9V. Visit our web site at wwvwv_c.�gsv�d1 �to verify :e Corneeieet Can etor for I-Zorn Zzn rov n ds'�o wnlo`er applaea oras and. e boo t for P New Alone CoL-StrS1G:`.G031. SO iR� 'TV CORPORATION l(ON .-uME IMPROVEMENT CONTRACTOR 3055 CJLEARV EW WAY S®1 ARS 2'Y CORPORATION SAN MATEO,CA 94402-3709 3055 ClLEt3 V W WAY SAN MATEO,CA. 94402-3709 k-NO_0632778 32/0 '201'L U/30/2025 Beit known that SOLARCITY CORPORATION .. i 3055 CLEARVV EW WAY SAN MATEO, CA 94402-37:: is certified by the Department of Consumer P_ 'on as a registered 4. _Oi L': :MPRoV�. '. CO `IT AC7OR } -egsta ©n # =1_C_u632778 Ji' Efiec ve: jai-2,014 4.' ,f,,, ,..-",---,"‘c.,71) ---- M.Rubenstein,Commissioner Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL Applicant is responsible for obtaining all of the required approvals. No permit will be issued until all the reguired signatures are obtained. 54 Pires Dr Property Address INSTALLATION OF 76 ROOF MOUNTED SOLAR PANELS (19.76 kW) Job Description Required Department Approval Permit Issuance Approval Tax Collector G&--�- l 7/� 1 ..�_ -7113/16- Comments: Signature!date Planning&Zoning Ci I I.g iS Comments: Signature/date Fire Marshal / sin ref dot Comments: 71.3 ❑ Health Department Required for properties with private septic or well Comments: ❑ WPCA, Administrative Required for properties on sewer Signakrr idata Comments: ❑ WPGA, Operations When Required by WPCA Signature/date Comments: [1 Department of Public Works Required when project includes driveway work or certain drainage recruitments Signature/date Cornments: ❑ Montville Police Department • Required far all permits EXCEPT ono and two family residentialSignature/date Comments: El State Dept. of Transportation Required forStructates ever700,oco sq.fL or with more then 200 parking spaces-Official copy of STC Certificate of operation required—per CGS 1¢3f7 Signature/date Building Department Review Complete Signature,date Revsasl{ay23,2011 Version#46.4 2°4%' SolarCityR June 17, 2015 Project/Job # 0632338 RE: CERTIFICATION LETTER Project: Hudson Residence 54 Pires Dr Montville, CT 06370 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 - MP1: Roof DL = 11.5 psf, Roof LL/SL = 30.1 psf(Non-PV Areas), Roof LL/SL = 30.1 psf(PV Areas) - MP2: Roof DL = 11.5 psf, Roof LL/SL = 30.1 psf(Non-PV Areas), Roof LL/SL = 30.1 psf(PV Areas) - MP3: Roof DL= 9.5 psf, Roof LL/SL = 30.1 psf(Non-PV Areas), Roof LL/SL = 30.1 psf(PV Areas) - MP4: 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 = 0.22413 < 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 requires structural upgrades as detailed in the plan set 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 including the specified upgrades 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. I t$Ill Sgt/ Please contact me with anyON questions or concerns regarding this project. ‘NI ONE ir `��O �+K.K'dPi C'G le 4E Digitally signed by Humphrey �p. �0 ,� Sincerely, Kariuki .� Lic $ ..�� Date:2015.06.1709:58:38-04'00' ��j O�TSS1tt14;�‘�� Humphrey Kariuki, P.E. SSiON Professional Engineer10 T: 443.451.3515 email: hkariuki@gmail.com 3055 arview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY v(650)638-1029 solarcity.cor- 06.17.2015 PV System Structural Version #46.4 %, SolarCit V Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Hudson Residence AHJ:, Montville Job Number: 0632338 Building Code:',2003 IBC/2009 IRC w/CT Amendments Customer Name: Hudson, Kimberly 3 Based On: IRC 2009/ IBC 2003 Address: 54 Pires Dr ASCE Code: ASCE 7-05 City/State: Montville, CT Risk Category: II Zip Code 06370 Upgrades Req'd?i Yes Latitude/ Longitude: 41.468373 -72.145436 Stamp Req'd?j Yes SC Office: Hartford PV Designer: Jenny Cooper 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 = 0.22413 < 0.4g and Seismic Design Category (SDC) = B < D 1 2-MILE VICINITY MAP a d'^ wr J „..). t. \ A vii ilek i , � I N t •ogIS.c&nes/S•ot Ima•e. Di•itaiGlobe U. . Geob•icei Surve USD - .Farm Service A•enc 54 Pires Dr, Montville, CT 06370 Latitude: 41.468373, Longitude: -72.145436, Exposure Category:C STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Member Properties Summary MP1 Horizontal Member Spans Upgraded Rafter Properties Overhang 1.16 ft Net W 3.00" Roof System Properties Span 1 12.17 ft Equiv D 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 16.50 in.^2 Re-Roof No Span 4 S. 15.12 in.^3 Plywood Sheathing Yes Span 5 I, 41.59 in.^4 Board Sheathing None Total Span 13.33 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.58 ft Wood Species HF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.75 ft Wood Grade #2 Rafter Slope 22° PV 2 Start Fb 863 psi Rafter Spacing 16"O.C. PV 2 End F„ 143p si - Top Lat Bracing Full PV 3 Start E 1350000 psi Bot Lat Bracing At Supports PV 3 End Emin 490000 psi Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.5 psf x 1.08 12.4 psf 12.4 psf PV Dead Load PV-DL 3.0 psf x 1.08 3.2 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load LL/SL1'2 35.0 psf x 0.86 I x 0.86 30.1 psf 30.1 psf Total Load(Governing LC) TL 42.5 psf 45.7 psf Notes: 1. ps= Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(Is)P9; Ce=0.9, Ct=1.1, s=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D + S 1.15 1.00 0.97 1.3 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 35 psi 1.2 ft. 164 psi 0.21 D + S Bending(+)Stress 874 psi 7.3 ft. 1483 psi 0.59 D+S Bending (-) Stress -35 psi 1.2 ft. -1431 psi 0.02 D + S Total Load Deflection 0.61 in. I L/260 7.3 ft. 1.31 in. i L/120 0.46 D + S CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff(Attachment Hardware) Comp Mount Tvpe C Roof Slope 22° Rafter Spacing 16"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 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 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)(V^2)(I) Equation 6 15 Velocity Pressure qh 27.2 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(un) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCE,(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GCp) Equation 6-22 Wind Pressure Up Pian -23.8 psf Wind Pressure Down Prdown) 12.3 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64., 39 Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -384 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 76.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowable Cantilever Portrait 16" NA Standoff Configuration Portrait Staggered — Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -320 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 63.9% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Properties Summary MP2 Horizontal Member Spans Upgraded Rafter Properties Overhang 1.16 ft Net W 3.00" Roof System Properties Span 1 12.01 ft Equiv D 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 16.50 in.^2 Re-Roof No Span 4 S. 15.12 in.^3 Plywood Sheathing Yes Span 5 IX 41.59 in.^4 Board Sheathing None Total Span 13.17 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.58 ft Wood Species HF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.75 ft Wood Grade #2 Rafter Slope 22° PV 2 Start Fb 863 psi Rafter Spacing 16"O.C. PV 2 End F„ 143 psi Top Lat Bracing Full PV 3 Start E 1350000 psi Bot Lat Bracing At Supports PV 3 End Emin 490000 psi Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.5 psf x 1.08 12.4 psf 12.4 psf PV Dead Load PV-DL 3.0 psf x 1.08 3.2 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load LL/SL1,2 35.0 psf x 0.86 I x 0.86 30.1 psf 30.1 psf Total Load(Governing LC) TL 42.5 psf 45.7 psf Notes: 1. ps = Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Cr)(Is)pg; Ce=0.9,Cr=1.1, I5=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D+ S 1.15 1.00 0.97 1.3 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 34 psi 1.2 ft. 164 psi 0.21 D + S Bending (+)Stress 852 psi 7.2 ft. 1483 psi 0.57 D+S Bending(-) Stress -35 psi 1.2 ft. -1432 psi 0.02 D + S Total Load Deflection 0.57 in. I L/271 7.2 ft. 1.3 in. 1 L/120 0.44 D+ S CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount'"' Spanning Vents No Standoff(Attachment Hardware) Comp Mount Tvoe C Roof Slope 22° Rafter Spacing 16"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 ASCE 7 05 Wind Design Code 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 25 ft Section 6.2 Wind Pressure Calculation Coefficients Table 6 3 Wind Pressure Exposure KZ 0.95 Topographic Factor KA 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)(V^2)(I) Equation 6 15 Velocity Pressure qh 27.2 psf Wind Pressure Ext. Pressure Coefficient(Up) GC,,(Up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.6-11B/CJD-14A/B Design Wind Pressure p p = qh (GC,) Equation 6-22 Wind Pressure Up Pow) -23.8 psf Wind Pressure Down P(down) 12.3 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64„ 39 Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -384 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 76.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowable Cantilever Portrait 16" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -320 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 63.9% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Properties Overhang 0.66 ft Actual W 1.50" Roof System Properties Span 1 6.26 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 Span 2 5.33 ft Nominal Yes Roofing Material Comp Roof Span 3 A 5.25 in.^2 Re-Roof No Span 4 Sx 3.06 in.^3 Plywood Sheathing Yes Span 5 Ix 5.36 in.^4 Board Sheathing None Total Span 12.25 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 3.17 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.42 ft Wood Grade #2 Rafter Slope 20° PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi _ Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.5 psf x 1.06 10.1 psf 10.1 psf PV Dead Load PV-DL 3.0 psf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/SL" 35.0 psf x 0.86 I x 0.86 30.1 psf 30.1 psf Total Load(Governing LC) TL 40.2 psf 43.4 psf Notes: 1. ps= Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Cr)(Is)p9; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D + S 1.15 1.00 0.94 1.5 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 50 psi 0.7 ft. 155 psi 0.33 D + S Bending(+)Stress 626 psi 3.2 ft. 1736 psi 0.36 D+ S Bending (-) Stress -943 psi 6.9 ft. -1625 psi 0.58 D + S Total Load Deflection 0.13 in. I L/594 3.4 ft. 0.67 in. i L/120 0.20 D+ S CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff(Attachment Hardware) _ Comp Mount Tvoe C 20° Roof Slope 162 O.C. Rafter Spacing 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 —— ASCE 7-05 Wind Design Code 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 0 85 Table 6 3 Wind Pressure Exposure KZ Section 6.5.7 Topographic Factor KA 1.00 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 qh = 0.00256(Kz)(Kzt) (Kd)(V^2)(I) Equation 6-15 Velocity Pressure qh 24.4 psf Wind Pressure 0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Up) GCp WO0.45 Fig.6-116/CJD-14A/B Ext. Pressure Coefficient(Down) GC°(Down) Equation 6 22 Design Wind Pressure p p = qh (GC P) Wind Pressure Up Poo) -21.4 psf Wind Pressure Down P(down) 11.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape _Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -342 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 68.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowable Cantilever Portrait 16" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -284 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 56.9% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Properties Overhang 0.66 ft Actual W 1.50" Roof System Properties Span 1 6.34 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 Span 2 5.33 ft Nominal Yes Roofing Material Comp Roof Span 3 A 5.25 in.^2 Re-Roof No Span 4 Sx 3.06 in.^3 Plywood Sheathing Yes Span 5 IX 5.36 in.^4 Board Sheathing None Total Span 12.33 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 3.17 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.42 ft Wood Grade #2 Rafter Slope 20° PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F,, 135 psi _ Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 EndEmin 510000 psi Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.5 psf x 1.06 10.1 psf 10.1 psf PV Dead Load PV-DL 3.0 psf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/S0'2 35.0 psf x 0.86 I x 0.86 30.1 psf 30.1 psf Total Load(Governing LC) TL 40.2 psf 43.4 psf Notes: 1. ps = Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(Is)pg; Ce=0.9,Ct=1.1, I5=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr _ D + S 1.15 1.00 0.93 1.5 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 51 psi 0.7 ft. 155 psi 0.33 D + S Bending(+)Stress 646 psi 3.2 ft. 1736 psi 0.37 D+ S Bending(-)Stress -959 psi 7.0 ft. -1622 psi 0.59 D + S Total Load Deflection 0.14 in. I L/565 3.5 ft. 0.67 in. I L/120 0.21 D+ S CALCULATION OF DESIGN WIND LOADS - MP4 Mounting Plane Information Comp Roof Roofing Material PV System Type SolarCity SleekMount"' Spanning Vents No Standoff(Attachment Hardware) Comp Mount Tvpe C 20° Roof Slope 162 O.C. Rafter Spacing 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 ASCE 7-05 Wind Design Code Wind Design Method Partially/Fully Enclosed Method Basic Wind SpeedV 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 o 85 Table 6 3 Wind Pressure Exposure KZ Section 6.5.7 Topographic Factor KA 1.00 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 Velocity Pressure qh 24.4 psf Wind Pressure Ext. Pressure Coefficient(Up) GC,„(up) -0.88 Fig.6-11B/C/D-14A/B 0.45 Fig.6-118/C/D-14A/B Ext. Pressure Coefficient(Down) GCo(Down) Equation 6-22 Design Wind Pressure p p = qh (GC p) Wind Pressure Up pion) -21.4 psf Wind Pressure Down Pidowni 11.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64„ 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -342 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 68.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowable Cantilever Portrait 16" NA Standoff Configuration Portrait Staggered — Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -284 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 56.9% a y V �N; III 111 mp z x tifqI LLJ L qf o > a,) a� z 30� �4� oa o way' / - c I E U 1-- mom U Qcct``�`�+�� 1, L G� /\ Whh9 Q JLu tn p[�L Illilili 0 �_ V tp Q CI_CL d 0_Q_U gill! �Q F � LL v Oc.) 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