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HomeMy WebLinkAboutRoof Mounted Solar System 2014 Field Inspection Notice Town of Montville Building Department 860-848-3030 Ext. 382 Address: 33 Pennsylvania Avenue Job Description: Install Roof Mounted Solar Panels Permit Number(s) B2014-0251, E2014-0162 Permit Date: July 17,2014 INSPECTION Not Approved Approval Comments Special Date Conditions Two invertors 8/28/14 DJ Roof mounts 8/28/14 DJ Electric 8/28/14 DJ Bonding 8/28/14 DJ Exterior manual disconnect • 8/28/14 DJ Final inspection and 4 certificate of approval 8/28/14 DJ Rev.Date: 1/18/06 Page 1 of 1 Connecticut Light & Power : Work Management System Page 1 of 2 INSPECTOR APPROVED REQUESTS Please select a town from the drop-down menu below: Towns: IMONTVILLEequv� SEARCH Rest Date tat lild'S Street Status Approved BP MQ ,lob Tvoe ❑ 2253224 8/12/2014 835 OAKDALE RD APPROVED Elec Svc New Residential MeteWork ID2293087 8/8/2014 31 HALEHAVEN CT APPROVED Only-NOND (CT) Dist ❑ 2360433 8/22/2014 16 PEACHVALE DR APPROVED Cat 1 Resources Interconnection Elec Svc New ❑ 2361320 8/13/2014 835 OAKDALE RD APPROVED Residential DESG(DN) Elec Svc Existing ❑ 2367290 8/13/2014 15 ELBERTA PL APPROVED Residential OH NOND-CT (DV) Elec Svc ❑ 2368130 8/22/2014 77 CONNECTICUT APPROVED Existing BLVD Residential DESG(DN) Elec Svc ❑ 2368899 8/13/2014 23 MASSAPEAG APPROVED Temporary POINT RD Install DESG (PT) Elec Svc New C:12369206 8/12/2014 344 MAPLE AVE APPROVED Residential- OH NOND CT (DV) P NNSYLVANIA Dist Resources AVE APPROVED Cat 1 Interconnection Elec Svc New 0 2377428 8/13/2014 20 LOOKING APPROVED Residential UG GLASS CIR NOND-CT (DV) Fail UnAoorove https://www.cl-p.com/wms/Inspector/inspectorapprovals.aspx?nl=insptrkrgst&a=1 9/3/2014 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: 02034_0251 Date: 17-.Ii II-14 Map/Lot: 092115,3-000 Owner ID: 5401000 Project Location: 33 PENNSYLVANIA AVENUE Unit: Job Description: __Insfall,28 RooJ M_ouito_d Solar Panels Owner Nam iMIliam A.Gilliland Tenant Name N/A Careof: 33 Pennsvlvanio Av_e Qakdole _CT -063710- Telephone: C86011184-0391 Applicant Name rjia Aiwinnilomo Telephone: ffihfllma_ZQ(1_5 — DBA: SalotClty Lic/Reg Type _HIC Lic/Reg N 63217P Brook Street s site 150 Exp Date: 3_0zNov=L4 Rocky Hill CT _(fi0h7_ Cnogint tion Vniuc _rmjt Feet Conctr_uc m_nfomnQtinn Building Value: S4.935 00 Building Fee: S60.I10 Use Group: IRC Plumbing Value: S0.00 Plumbing Fee: $D nJZ Code: 2005 State Building Code Mechanical Valu S0.00 Mechanical Fe $O0_ Electrical Value: SLL515.00 Electrical Fee: 5144.011_ Construction Type IRC Total Value: 016,450.00 Penalty Fee: 50,00— Permit Code: R4 C of 0 Fee: 511.00 Comment Plan Review Fe SO_0o_ State Ed Fee: $� Total Fee Paid: S208.28 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: ❑ Framing 0 ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation 0 Certificate of Approval ❑ Certificate of Occupancy B�iildi�a Officic7l;s Aoorrov l: Town of Montville Building Department Residential Accessory Structure Plan Review Form Date: 7//y/it Job Address: �� Ra G1 v7-5)/I v yl r� Ve , Job Description: S� /c,t' 1�rt l� e 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'squired Permit fee due S 2 c72 Z f3 Site Plan noes 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 (wwwenergrcorles..or)OR shall meet the requirements of Table NI/02.1 Private sewage disposal system to be identified along with all technical and soil baser)on climate zone 5 in Table N1102./ data as per section 8106.2.1 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 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 iii table Frost protection not identified or is insufficient R301?(1)as determined frau Appendix 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 rva//s not identified on the construction documents or are insufficient Foundation reinforcement bars required,size and location are not shown or Bracea wall calculations required specifier) 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 Crawls ace ventilation,location, Ridge connection not identified or insufficient p 4 type and size not provided ore insufficient Roof-to-wall connection not identified or insufficient Crawl space access,location and size not provided 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 following standards:'ISMA 653:Grade 33,and 50(Class 1 and 3),:ISTlI No plan submitted or insufficient information provided .1 792:Grade 33,and 50A or ASTlI A 1003:Structural Grade 33 Type Il, Building section required and 50 Type 11 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 9Zevised.'March 18,2014 Town of Montville Building Department 310 Norwich-New London Tpke. Tel.860-848-3030, Ext 382 Uncasvilie, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: eme(t--a Q5) Type of Work Occupancy Type Perm�pe 0 Newt Construction Q Single Family Building n ❑Two-Family Plumbin ❑Alteration 0 Townhouseg 0 Mechanics{ 0 Accessory Structure ❑Electrical CRS#: Property Address: 3 3 Pe Yl M1¶1.i u& u c. J I b 1 (Number) (Street) Job Description: � (Unit) '�T � can rob f l kf o.1 Crll o& t' Owner: W 111_tctil l 61 /it /et-rd Address: 5 (dennsvItxtn M? Clty 4 TV► I 1 - State: ! Zip Code: ©(,) S-76 Telephone( of) ) � (rl Applicant: S. '1T l l)l. l'h,L t 044 C) DI3A: & 11 Address: 71 L i (- 14f,a)C 1 so city:�'r�t^r.. ti{ State: zip code;ON ) Telephone(qj_LCI J- LQ-,_20C)(' Contractors-Complete the Following: 1 License Type: + '' � /� ��Y license No.:4 )7 S Expiration Date: r/ I 1 I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the to osed work is authorized b the owner in fee and that I ant authorized to make application for a permit for such workas descrilxed above. Owner/Agent Signature: b 4. J Date: 1 I 71/41 Construction Value Permit Fees Building Value: -! q 3 S , 0 CU Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Electrical Value: t / •� (Cs .cJ ) ElechaniElectrical l=cFlee: Fee: Mal Value: !fii Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: 4-trisect_August 23,2007 Town of Montville Building Department File Receipt Date: 07-Jul-14 ReceiptNo: 9513 Received From: SolarCity Job Address: 33 Pennsylvania Avenue Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $208.28 State Check: Bldg Credit: $4.28 $0.00 State Credit: Fire Cash: $0.00 $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $16,450.00 CheckNo: 758549 Demolition Value: $0.00 Received By: Carmen Kneeland Q `/ Address: 33 Pennsylvania 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 8 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 $ - 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 $ 4,935.00 $ 11,515.00 TOTALS $ 4,935.00 $ - $ - $ 11,515.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 4,935.00 $ 60.00 Plumbing y $ $ Mechanical y $ $ Electrical y $ 11,515.00 $ 144.00 Working before Permit Issuance n $ Certificate of Occupancy Fee $ Plan Review Fee $ State Education Fee $ 4.28 TOTALS $ 16,450.00 $ 208.28 Figures are based on the 2006 RS Means Residential Cost Data ,4.#0 `., SolarCity Date: 71 -2 , , U! Dear Sir or Madam: This letter is to verify that Sadia Aiwinnilomo is an authorized representative and employee of SolarCity Corporation and is authorized to pull any and all permits and any other project-related documents as needed for the following project: Address: 33 Pe-n ns t oct4A-, IAThiG 140{0-v 1 11 f O X570 Description: Solar panel roof mount installation System size: -714..v.) Start Date: I/ 17` 1 l l Sincerely, (76�`�� Josh Abrams Regional Operations Manager, Hartford, CT CT Contractor's License #HIC.0632778 391175 i ► I I' ‘ k I \I I \ I OI t O \ tiI \II k t' kts I I I ! iv `, • .\itachecl is your Home Improvement Contractor Registration- This registration is not transferable. ? cr questions,contact the Trade Practices Division at(86o)713-6.to or email rfcp.t:adepracticesebet_gov. Visit our web site to verify registrations and download applications at w^svw.et,gov/dcp. ST.%TF: OF CONNECTICUT til f'tkl I i4 t{)\'I tlI N PNtlfiCt1(1% HOME IMPROVEMENT CONTRACTOR SC)LARCJTY CORPORATION SOLARCf'I'Y CORPORATION .705 CL A.RVIEW WAY 3055 CLEAR VIFEW WAY SAN MATEO,CA 94402-3709 SAN MA'I EO,C. 94[02-3709 IJJC.063 778 i2/Ul/2013 11130/2014 AR® CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY) I 11/20/2013 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-MAILNo.Ext): (A/C.No): E-M SAN FRANCISCO,CA 94104 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC i 998301-CAS-ALL-13-14 INSURER A:Liberty Mutual Fire Insurance Company INSURED • SolarCity Corporation INSURER B:Liberty Insurance Corporation 42404 — 3055 Cleanriew Way INSURER C: San Mateo,CA 94402 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002422182-03 REVISION NUMBER:1 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 SUER POLICY EFF PLICY LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER M DD/YYYY) (MM/DD/EXP LIMITS A GENERAL LIABILITY TB2-661-066265-053 09/01/2013 09/01/20141,000,000 EACH OCCURRENCE $ X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 1 PREMISES(Ea occurrence) $ ,000,000 X CLAIMS-MADE 1 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 X POLICY PRO- JECT LOC $ A AUTOMOBILE LIABILITY AS2-661-066265-043 09/01/2013 09/01/2014 COMBINED SINGLE LIMIT X (Ea accident) 1,000,000 ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED X SCHEDULED — AUTOS AUTOS BODILY INJURY(Per accident) $ — X HIRED AUTOS X NON-OWNED , AUTOS PROPERTY DAMAGE (Per accident) $ - COMP/COLL $ $1,000/$1,000 B X UMBRELLA LIAB X TH7-661-066265-013 10,000,000 OCCUR 09/01/2013 09/01/2014 EACH OCCURRENCE — $ EXCESS LIAB CLAIMS MADE AGGREGATE $ 10,000,000 0 DED X RETENTION$10,000 B WORKERS COMPENSATION $ WA7-66D-066265-023 09/01/2013 09/01/2014 X WC STATU- OTH- B AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE WC7-661-066265-033(WI) 09/01/2013 09/01/2014 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A E.L.EACH ACCIDENT $ (Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE,$ 1 000.000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 - DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Evidence of insurance only with respect to liability arising out of the Named Insured's operations CERTIFICATE HOLDER CANCELLATION Solarcity Corporation 3055 Clearview Way SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE San Mateo.CA 99402 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo -�-. : - .�7--e--f -• ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Town of Moutviile Building Department CONSTRUCTION PERMIT APPROVAL Applicant is responsible for obtaining all of the required approvals. No permit will be issued until all the required signatures are obtained. Property Address ern ,Q c ui ka s'cflick,r piltO (c Job Description Required Department Approval Permit Issuance Approval 111 Tax Collector - . � � _ / r Comments: date I Planning &Zoning , , 71/7/7/ y Comments: Signature!date 't Fire Marshal ( � ( (c41 Comments: Signature!date Health Department Required for properties with private septic or well Comments: WPCA, Administrative Required forproperties on sewer Signature/date Comments: WPGA, Operations When Required by WPCA Signature!date Comments: Department of Public Works 4equired when project includes driveway work or certain drainage requirements Signature!date Comments: Montville Police Department . lequired for all permits EXCEPT one and two family residential Signature/date Comments: State Dept. of Transportation ?equired for Structures ever 1 po Opo sq ft.or with more than 200 parking spaces-Official copy of SIC Certificate of Operation required—per :GS 14-311 Signature/date 3uilding Department Review Complete Signature/date euisr� 1.3,2011 c: SolarCity Version#37.4 3055 Clearview Way. San Mateo. CA 94402 (888)-SOL-CITY (765-2489) l www solarctty corn June 25, 2014 Project/Job # 0631636 RE: CERTIFICATION LETTER Project: Gilliland Residence 33 Pennsylvania Ave 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 Ammendments, ASCE 7-05, and 2005 NDS - Risk Category = II -Wind Speed = 105 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1: Roof DL = 9 psf, Roof LL/SL = 30 psf 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 structural roof framing has been reviewed for loading from the PV assembly on the roof.The structural review only applies to the section(s)of the roof that directly supports the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the 2003 IBC/2009 IRC w/CT Ammendments. 011111/10 `%‘ GONNEcr"44, 1�i Please contact me with any questions or concerns regarding this project. :40::t- t, O VG-S, �.. . �: Sincerely, =t,.• Humphrey Kariuki, P.E. Digitally signed by Humphrey Kariuki yam:F� Mlail Engineer 888. 65.2489,x3515 Date: 2014.06.25 09:22:47 04'00' Aro n E �`, .�� email: hkariuki@solarcity.com "1/01110" 3055 Clearview Way San Mateo, CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com \.t . 06.25.2014 y ,�,SDIarCit SleekMountTM PV System Version #37.4 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Gilliland Residence AHJ: Montville Job Number: 0631636 Building Code: 2003 IBC/2009 IRC w/CT Ammendments Customer Name: Gilliland, William A Based On: IRC 2009/IBC 2003 Address: 33 Pennsylvania Ave ASCE Code: ASCE 7-05 City/State: Montville, CT Risk Category: II Zip Code 06370 Upgrades Req'd? No Latitude/ Longitude: 41.471903 -72.196945 Stamp Req'd? Yes SC Office: Hartford Pv Designer: Orson Homer Calculations: Humphrey Kariuki, P.E. EOR: Humphrey Kariuki, P.E. Certification Letter 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 FaC O� ` - z Co/Chester Y.' CY s ? s i.w f \ r V 3 W -�• • o.„ r • •bE - r c • . *1,1,, _ . , . . : . 4 . 6 11 -�r.,...,_..,. 44 ;a ...fir -46 ,. ZO'f ,czl e S•ot Ima.e Di italGlobe U.S. Geol • o•Ical Surve USDA Farm Service A•enc 33 Pennsylvania Ave, Montville, CT 06370 Latitude: 41.471903, Longitude: -72.196945, Exposure Category: C LOAD ITEMIZATION - MP1 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 MP1 Roofing Type Comp Roof ( 2 Layers) 5.0 psf Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous _ Miscellaneous Items _ 1.3 psf Total Roof Dead Load 9 psf(MP1) 9.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Iro 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= L0 (R1) (R2) Equation 4-2 Reduced Roof Live Load Lr 19.5 psf(MP1) 19.5 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load Pg 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 21° Horiz. Distance from Eve to Ridge W 15.8 ft Snow Importance Factor I. 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 1.0 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load (w/ Rain-on-Snow Surcharge) Pf-min 30.0 psf 7.3.4&7.10 Flat Roof Snow Load Pf Pf= 0.7 (Ce) (Ct) (I) pg; pf>_ pf-min Eq: 7.3-1 - 30.0 psf 1000/0 ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof CS-roof 1.0 Figure 7-2 Design Roof Snow Load Over Ps-roof Ps-roof= (CS-roof) Pr ASCE Eq: 7.4-1 Surrounding Roof 30.0 ,sf 100% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS.0 Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV p5-p„ = (C5-pv) Pf ASCE Eq: 7.4-1 PS-p" Modules 30.0 •sf 100% CALCULATION OF DESIGN WIND LOADS - MPI Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT' Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope 21° 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 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 105 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 Heighten- h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure Kt 0.85 Table 6-3 Topographic Factor K2 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz) (Kzt)(Kd) (VA2)(I) 20.4 psf Equation 6-15 Wind Pressure _ Ext. Pressure Coefficient(Up) GCD(UD) -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 (GCD) Equation 6-22 Wind Pressure Up Pruo) -17.8 psf Wind Pressure Down praaxm) 10.0 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 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -312 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity . DCR 62.5% X-Direction Y-Direction Max Allowable Standoff Spacing -^ Portrait 48" 64" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -347 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 69.5% 1111 COMPANY PROJECT %%'oodworks` 3055Cley CrviewWey 3055 Carview Wa .If+,«,RF,OaWOOD DI San Mateo, CA 94402 June 25, 2014 09:20 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 9.00 (24.0) * psf PV DL Dead Full Area No 3.00 (24.0) * psf SL Snow Full Area Yes 30.00 (24.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 15'-1.6" 0' 1'-10" 7'-7" 13'-10" Unfactored: Dead 113 180 67 Snow 272 426 Factored: 163 Total 385 Bearing: 606 230 F'theta 476 Capacity 476 476 Joist 624 Supports 586 637 357 Anal/Des 606 586 Joist 0.62 1.90 0.65 Support 0.66 1.00 Load comb #5 0.37 8 #7 Length 0.50* 0.52 0 * Min req'd 0.33** 0.50* Cb 0.52** 0.50* 1.75 1.72 Cb min 1.75 1.00 1.25 1. Cb support 1.25 5 1.25 1.225 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports 625 **Minimum bearing length governed by the required width of the supporting member. MP1 Lumber-soft, S-P-F, No.11No.2, 2x4 (1-1/2"x3-1/2") Supports: All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c; Total length: 15.-1.6"; Pitch: 5/12; Lateral support: top= full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 80 Fv' = 155 fv/Fv' = 0.51 Bending(+) fb = 1118 Fb' = 1736 fb/Fb' = 0.64 Bending(-) fb = 1436 Fb' = 1642 fb/Fb' = 0.87 Deflection: Interior Live 0.20 = L/406 0.45 = L/180 0.44 Total 0.27 = L/300 0.68 = L/120 0.40 Cantil. Live 0.09 = L/264 0.26 = L/90 0.34 Total 0.09 = L/263 0.40 = L/60 0.23 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cf rt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 8 Fb'+ 875 1.15 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 7 Fb' - 875 1.15 1.00 1.00 0.946 1.500 1.00 1.15 1.00 1.00 - 8 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 7 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 7 CRITICAL LOAD COMBINATIONS: Shear : LC #8 = D+S (pattern: sSS) , V = 302, V design = 279 lbs Bending(+) : LC #7 = D+S (pattern: SsS) , M = 285 lbs-ft Bending(-) : LC #8 = D+S (pattern: sSS) , M = 366 lbs-ft Deflection: LC #7 = (live) LC #7 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 8e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. 'I', '1 ` 3 i. . 28 ilt LI 0 4,,Yrs, ��tM 0 zM , •:Lii 1-1 >J Q 0 . . . z L L) U 8 . W Q J W,, S EM CC.2 EE LJ W NQ 0 U=.O. I- O CC dCV W Q 0 W Q Q . o Jcl m . N a U <n N 0 H W m a c co L Z . * . . >>>>> > > < N yy d d d d 2 U W ffi d' s . . . . 0 S c iA in ISP I r .,.,°. 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