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2016 - Roof Mounted Solar System
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: 62016-0060 Date: 29-Feb-16 Map/Lot: 028/005-050 Owner ID: 5484000 Project Location: 64 PHEASANT RUN Unit: Job Description: Install a 15.75kW Roof Mounted Solar System Owner Nam Steven C and Kathryn M Kienle Tenant Name N/A Careof: 64 Pheasant Run Oakdale CT 06370- Telephone: (860)848-3364 Applicant Name Genesis Cornejo Telephone: (860)899-4625 DBA: SolarCity Lic/Reg Type HIC Lic/Reg N 623778 714 Brook Street,Suite 150 Exp Date: 30-Nov-15 Rocky Hill _ ______—_ CT___ 06067_- Construction Value Permit Fees Construction Information Building Value: $11,103.00 Fee: $144.00 Use Group: IRC Plumbing Value: $0.00 PlumbingFee: $0.00 Code: 2005 State Building Code Mechanical Valu $0.00 Mechanical Fe $0.00 Electrical Value: $25,908.00 Electrical Fee: $312.00 Construction Type IRC Total Value: $37,012.00 Penalty Fee: $0.00 Permit Code: R4 C of 0 Fee: $0.00 Comment Plan Review Fe $0.00 State Ed Fee: $9.62 Total Fee Paid: $465.62 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 ❑d 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 Certific to of Approval il e irate of Occupancy Building Official's Approval: — ‘---‘-- 41////1":.--- - Town of Montville • Building Department 310 Norwich-New London Tpke. Tel.860-848-3030, Ext 382 Uneasvile, CT 06382 Fax 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: e 01 Le- D Type of Work Occupancy Type Permit Type 0 New Construction 0 Single Family 0 Building B Addition 0 Two-Family 0 Plumbing 0 Alteration 0 Townhouse ©Mechanical 0 Accessory Structure 0 Electrical CRS#: Property Address: 64 Pheasant Run (Number) (Street) (Ural) Job Description: Installation of 63 Roof Mounted Solar Panels Owner: Steven Kienle Address: 64 Pheasant Run City: State:State: Ct �ptyode; 06370 T net860 X848 3364 Applicant: Genesis Cornejo DBA: SolarCity Address: 714 Brook St, STE 150 City: Rocky Hill State: CT tip Code:06067 Telephone f860 t 899 4625 Contractors -Complete the Following: License Type: H IC License No_ 0632778 tion o e:11/30/15 t herehy-certtry that the proposed want waft conform to the State tiled/rig Code and alt other codes as adopted by the State of Connect out and the Town of Montville and further attest that the proposed work, iii-zed by the owner in fee and that I am authorized to stake application for a permit for such work as described above. / Date: 10/22/15 Owner/Agent Signature:. - •42.1!— Nue Construction Write / � permit Fees Building Value: s1, 1os Building Fee: U1 LgC) •ncl Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: i EtectricatValue: $25,908 Electrical Fee: .L) - �--t_ Total Value: S37,012 Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: t Total Fee: ,)L-I r (() 4VvisedE'rugust 23.2007 energize CONNECTICUT (' T pemlt#CyoI Jur;sdlthjOf1 uSEl' .------------ i =ii, Connecticut StcnddrdiZ ed Solar Photovoltaic (PV) Permit Application date 219116 ercial(G) ❑Other(specify):commPANELS ❑ MOUNTED SOLAR 15 75k ert Ze cr Residential ) 63 ROOF e W DG7 Prop y Solar PV Array: System S z General Description of Steven Kienle Parcel Ili#` 06370 Property Owner: State: CT 'p Street address: 64 Pheasant ToMONTVILLE Phone: 860-848-3364 Cell: Fax: wn Email: AdditionallnfoSOLARCITY CT p: 06067 Zi Contractor: 714 BROOK ST SUITE 150 State �.— street Address: PERMIT COORDINATOR' ROCKY HILL Title: TO"'n' Genesis Cornejo Feu: Contact Names Fax: 1-866-556-7744 Phone: 860-899-4625 corne'o • solarcit .com State: CT Email: g gyp,pate: 11130 License Type: FiI License Number' 0632778 Scope of Work: subcontractor or Professional Engineer: State: �+p Street Address: Title: Town: Cell: Contact Name: Fax: Phone: State: Email Address: LiCenSe Type: License Number: Exp pate: Scope of Work: _ . — «.=,ri ig f. ej.: 1 ' , ,, e .0 ._• ,, ..r^ r'' ll ' rintafn , r r i , I�,�bi ,,m� ,7 145e'iatitiBday`acienerfl :•ia0fi.f • v :;.. ,,� := ibr ja —T7VP` r ,i � x� ivti`•.: 4 7 : . . ' sit3r s i. .. zt��.��`. <.'r.:P. .:. .fMrb; ta �144NdrrLo iP. , � r . �- r ;u/ ^ fit:t>• Rt 54'" ; zy:.�fi,. ,:: :�':r::- w; a ' .r.•r, a +.•+:•T.' � .x i •,t,.,,• '�•,a SOLAR PV SYSTEM INFORMATION iViDescription ROOF °u"ting other-specify): and Mode #: Type(roof,pole,ground, Produce Name l a (Confined) Mounting yp Manufacturer: ZEP Mounting System Manu{e Version 5..2014 energize " CONNECTICUT CT Standardized Solar PV Permit Application Building Information(For Roof-Mounted Systems Only) HOUSE Building Type(e.g.house,shed,barn,slab): Building Height(in feet): 12 FEET Is the building permitted? ['Yes ❑No Q NA If no,reason: Are there other permits associated with this application? Q Yes 0 No Describe: Electrical Description 200A SINGLE PHASE120/240V Size(amps)and type(phase,voltage)of electrical service: Amperage of main breaker:_--- 200A--Will the value of main breaker change? ❑Yes 0 No To: 200A Rated amperage of the bus bar in the main panel: SSC Type of interconnection(e.g. breaker-load side,supply-side interconnect): Electrical panel location: BASEMENT If load side interconnect,will solar intertie into a subpanel? ['Yes D No subpanel bus bar? If yes,rated amperage of the subpanel bus bar? Value of breaker protecting p Attachments for application (See Instructions on the next page.Example Attachments are available for download at www energi7�ct•com/_sunriseneJ ❑ 1,Additional Subcontractors and information ❑ 2-One-Line Electrical Drawing ❑ 3.One-Line Site Plan Drawing ❑ 4.Attachment Details(Line Drawing)* ❑ 5.Solar PV Module Specification Sheets From Manufacturer ❑ 6.Inverter Specification Sheets From Manufacturer ❑ 7.Pole or Ground Mount Information(if applicable)* ❑ 8.Structural Review Worksheet(if applicable) ❑ 9.Additional Information for Large Solar PV Systems(as Specified by the Municipality) *NOTE:Applicants should submit either Attachment 4 for roof-mounted systems OR Attachment 7 for pole/ground- mounted systems,not both. Certification certify that 0 I am the owner of record of the named property or;d the proposed work is authorized by the owner I hereby Yo make agree to conform to all of recordapplicable and/or I l have been authorized a d ordinances.sAa�pnformation contained within es true d aurate to the best of my kknowledge and laws,regulations Noo my knowledge belief. No work shall start until the Jurisdiction has approved ".e it or until the Contractor has received approval from ,�. (Jurisdiction Signature of Property Owner or Authorized Agent: � �,j Date: 2_g_1 s Genesis Cornejo Typed or Printed Name of Signatory: Version 5.1.2014 sM energize CONNECTICUT CT Permit [For Jurisdiction Use]: CT Standardized Solar Pv Permit Application Supplement Please fill in the following information and submit ALL applicable attachments. Date: 2-9-16 63 ROOF MOUNTED SOLAR PANELS General Description of Solar PV Array: System Size(kW DC): 15.75kW ' Solar PV Mounting Information ROOF Mounting Type(roof,pole,ground,other-specify): ZEP Mounting System Manufacturer Leveling Foot 850-1397,Ground Zep 850-1172,End Cap 850-1467,Interlock 850-1388,Grip 850-1421,Comp Mount C850-13 82 Product Name and Model if: Building Information(For Roof-Mounted Systems Only) Building Type(e.g.house,shed,barn,slab): HOUSE Building Height(in feet): 12 FEET Is the building permitted? El Yes ©No 0 NA If no,reason: Electrical Description 200A SINGLE PHASE120/240V Size(amps)and type(phase,voltage)of electrical service: 200A Amperage of main breaker:________,Will the value of main breaker change? Cl Yo�✓ Q No To: 200A Rated amperage of the bus bar in the main panel: SSC Type of interconnection(e.g.breaker-load side,supply-side interconnect): Electrical panel location: BASEMENT If load side interconnect,will solar intertie into a subpanel? 0 Yes 0 No If yes,rated amperage of the subpanel bus bar? Value of breaker protecting subpanel bus bar? Attachments for application(See instructions on the next page. Example Attachments are available for download at www.energizect com/s nJ- Df) ❑ 1.Additional Subcontractors and Information [I 2.One-Line Electrical Drawing ❑ 3.One-Line Site Plan Drawing ❑ 4.Attachment Details(Une Drawing)` ❑ 5.Solar PV Module Specification Sheets From Manufacturer ❑ 4. Inverter Specification Sheets From Manufacturer ❑ 7.Pole or Ground Mount Information(if applicable)* [] 8.Structural Evaluation cif required by municipality). See page 3 for documentation requirements. LI 9.Additional Information for Large Solar PV Systems(as Specified by the Municipality) *NOTE:Applicants should submit either Attachment 4 for roof-mounted systems 01 Attachment 7 for pole/ground- mounted systems,not both. Version 8.1.2014 Tr Town of Montville Building Department File Receipt Date: 24-Feb-16 ReceiptNo: 11132 Received From: SolarCity Job Address: 64 Pheasant Run Town Fees C�ect d _ State of Connecticut Fees Collected Bldg Cash: $O,QQ.._ State Cash: $0.00 Bldg Check: 465.63 State Check: $9.63 Bldg Credit: $0.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $37.011.00 Demolition Value: $0.00 CheckNo: 765847 Received By: Carmen KneelandC Ji\ 111 JviiS C'/d Address: 64 Pheasant Run ITEM OTY $/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 $ - i 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 $ - I Masonry w/lfireplace EA $ 7,096.65 $ - i Masonry w/2 fireplaces Flt $ 11,095.70 $ - Wood Stove,free standing EA $ 2,69225 $ 3 - Wood stove insert EA $ 1,859.77 $ - i E 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 $ - $ 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 $ 11,103.00 $ 25,908.00 TOTALS $ 11,103.00 $ - $ - $ 25,908.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 11,103.00 $ 144.00 Plumbing y $ - $ - Mechanical y $ - $ - Electrical y $ 25,908.00 $ 312.00 Working before Permit Issuance $ - Certificate of Occupancy Fee $ - Plan Review Fee $ - State Education Fee $ 9.62 TOTALS $ 37,011.00 $ 465.62 Figures are based on the 2006 RS Means Residential Cost Data bSe• h SolarCity Date:_/q) I(0 Dear Sir or Madam: This letter is to verify that Ei pal 0 AI , is an authorized representative and employee of SolarCity Corporatio .nd is authorized to pull any and all permits and any other project-related documents as needed for the following project: Address: (LOU 0 igtOn ( kc = O (iU Description: Solar panel roof mount installation System size: ) L'743 K W Start Date: q / injico Sincerely, Mike Brignano Regional Operations Manager, Hartford, CT CT Contractor's License #HIC.0632778 PL-o_Hi•,IN,I 192437 CORPORATION STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION 165 (' apitol Avenue + Hartford Connecticut 06106 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(3o)days of such change. Questions regarding this registration can be directed to the License Services Division at(86o)713-6000 or email dcp.l censeservices(&ct.gov. Visit our web site at ww .ct.govIdcp to verify registrations,download applications and the booklet for The Connecticut Contractor for Home Improvement and New Home Construction. STATE OF CONNECTICUT DEP4RTMEN'T OF COASUMER PROTECTION HOME IMPROVEMENT CONTRACTOR SOLARCITY CORPORATION SOLARCITY CORPORATION 3055 CLEAR%'IEW WAY 3055 CLEARVIEW WAY SAN MATEO,CA 94402-3709 SAN MATEO,CA 94402-3709 LIC 'f EC '11 FFFEC lVI- EXPIRES_ HIC.0632778 12/01/2015 11/30/2016 STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION ' ' ,, , ` Be it known that SOLIAR.CITY CORPORATION f : 3055 CLEARVIEW WAY • • t p SAN MATEO, CA 94402-3709 7 is certified by the Department of Consumer Protection as a registered ! + j'"._' HOME IMPROVEMENT CONTRACTOR Registration # HIC.0632778 . ,ate, i + :,} F ! ,`'. Effective: 12/01/2045 6._. • r , X'f_- Expiration: 11/30/201J�+1! a6 T Ju att+an:L i tarsi+,(.nn,i. tont:rA \' 7.+.' 4 ,'P. i .4 .^ o f.`{ ti 1 b y II ', 'Y{sem iXnY t „. ti,, K -• I. V\ f :'� M', 1. ,�'.•, uff y i x ms � . .. Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL Applicant is responsible for obtaining ail of the required approvals. No permit will be issued until all the required signatures are obtained. • 64 Pheasant Run Property Address Installation and wiring of 63 roof mounted solar panels Job Description Required Department Approval Permit Issuance Approval Tax Collector- Comments: Sigrraturel date i ® Planning &Zoning Signature/date Comments: 11 Fire Marshal ` /�'� z.;), 2. ik Comments:I � Signature!date r�� El Health Department Required for properties with private septic or well Comments: WPCA, Administrative Required for properties on sewer Signature/date Comments: ❑ WPCA, Operations c /5/0/211// When Required by WPCA atu Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements Signature!date Comments: ❑ Montville Police Department • flequired for all permits EXCEPT one and two family residential Signature/date Comments: • n State Dept. of Transportation e. ed for Structures over 100 000 s.,ft.or with more than 200 .arkin•s aces-Official co. of STC Certificate of0•erationre.mired—.er CGS 14-311 Signature/date Building Department Review Complete Signature/date Rei dAfay23,2Ql1 K Version #53.6-TBD SolarCity January 19, 2016 RE: CERTIFICATION LETTER Project/Job # 0632873 Project Address: Kienle Residence 64 Pheasant Run Oakdale, CT 06370 AHJ Montville SC Office Hartford 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&MP2: Roof DL = 9 psf, Roof LL/SL = 30.1 psf(Non-PV Areas), Roof LL/SL = 30.1 psf(PV Areas) - MP3 UPPER: Roof DL = 9.5 psf, Roof LL/SL = 30.1 psf(Non-PV Areas), Roof LL/SL = 30.1 psf(PV Areas) - MP3 LOWER: Roof DL = 9 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 To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluationl certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. •‘' oNNEe f K O 0/1.77/1%.6....),41. Qr��y Sincerely, Digitally signed by HKariuki =1-:_ Humphrey Kariuki, P.E. .:u> Professional Engineer Date: 2016.01.19 14:16:05 -05'00' : * N"' ��•` � T: 443.451.3515 i� .c •. Lice: email: hkariuki@solarcity.com "iliZSSip,;`o' 3055 Clearview Way San Mateo.CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 16 Version#53.6-TBD SolarCity LHARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1&MP2 72" 24" 39" NA Staggered 86.4% MP3 UPPER 72" 24" 39" NA Staggered 76.9% MP3 LOWER 72" 24" 39" NA Staggered 76.9% Portrait Hardware-Portrait Modules' Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1&MP2 48" 17" 65" NA Staggered 96.0% MP3 UPPER 48" 18" 65" NA Staggered 85.4% MP3 LOWER 48" 18" 65" NA Staggered 85.4% Mounting Plane Framing Qualification Results Structure Type Spacing Pitch Member Evaluation Results MP1&MP2 Pre-Fab Truss @ 24 in.O.C. 23° Member Analysis OK MP3 UPPER Stick Frame @ 24 in.O.C. 23° Member Analysis OK MP3 LOWER Pre-Fab Truss @ 24 in.O.C. 23° Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo. CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com 7 LOAD ITEMIZATION - MP1&MP2 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&MP2 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 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 9 psf(MP1&MP2) 9.0 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 0.95 Section 4.9 Reduced Roof Live Load Lr L,= L°(R1) (R2) Equation 4-2 Reduced Roof Live Load Lr 19 psf(MP1&MP2) 19.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load pg 35.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Snow Guards to be Installed? No Effective Roof Slope 23° Horiz. Distance from Eve to Ridge W 16.5 ft Snow Importance Factor IS 1.0 Table 1.5-2 Fully Exposed Snow Exposure Factor Ce 0.9 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 Pf= 0.7(Ce) (CO (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 Othel OSurfaces Figure 7-2 Design Roof Snow Load Over Ps-root= (Cs-roof) Pt ASCE Eq: 7.4-1 Surrounding Roof Ps-roof 30.0 psf 86% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C5-p Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV Ps-pv= (Cs-pv)Pf ASCE Eq: 7.4-1 Ps-pv Modules 30.0 psf 86% SIMPSON Simpson Strong-Tie Truss: MP1&MP2 Strong-Tie Project Name: 0632873 Date 1/19/2016 10:32:24AM Component SolutionsTM Pape: 1 of 1 Truss Version:5.19.50[Build 7] Span Pitch Qty OHL OHR CANTL CANTR PI.1'S Spacing WGT/PLY 28-0-0 5.09/12 1 1-2-0 1-2-0 0-0-0 0-0-0 I 2)111 91 lbs 30-4-0 _ I 1-2-0 7-7-0I 6.50 I 6-5-0 I 7-7-0 11-2-0 I -_- 7-7-0 14-0-0 20-5-0 28-0-0 - 4x8- 3 41 tit 12 2 s.os ls.os 1x4( 184/ 2 4 Aiiiiiiiii..._ iii 8 5x4- 584- i1 5 Z 8 , 9 z { - 7 6 ia1- 3x4- 3x4- 0-0-0 0-0-0 989I _ 8-10-14 I 9-6-9 _.. - 9-6-9 18-5-7 28-0-0 Loading General CSI Summary Deflection L/ (los) Allowed Load (ps0 Bldg Code: IBC 2012/ TC: 0.95(4-5) Vest IL: 0.49 in L/665 (6-7) L/180 Roof Snow(Ps): 30.1 psf TPI 1-2007 BC: 0.88(5-6) \hl IL: 0.3 in L/999 (6-7) L/240 TCDL: 9(iale) Rep bbr Increase: Yes Web: 0.18(36) Hold 1L: 0.09 in 5 BCLL: 0 D.O.L.: 115 u Creep Factor,Ker=1.5 BCDL: 6 Plate Offsets(JoC$Y,Anad (1:2-0,3-4,0.) (2V43,3-13,57.) (3:0-0,3-13,0.) (49-0,3-13,57.)(5:2-0,34,0.) (6:0.0,3.8,0.) (7:0-0,3.8,0.) Reaction Summary JT Type Big Combo Big Wdth Material Rqd Big Width Max React Max Gray Uplift Max MWFRS Uplift Max C&C Uplift Max Uplift Max Horiz I Pin(Wall) 1 3.5 in Steel 2.30 in 1.466 lbs - - - - 0 lbs 5 14 Roll(Wall) 1 3.5 in Steel 2.30 in 1.466 lbs - - - - 0 lbs Material Summary Bracing Summary TC SPF#2 284 TC Busing Sheathed or Purlins at 2-5-0,Pudin design by Others. BC SPF#2 2x4 BC Bracing Sheathed or Purlins at 10-0-0,Podia design by Others. Webs SPF#2 2x4 Loads Summary 11 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=30.1 psf)for hips/Wbles in accordance with ASCE7-10 except as noted.with the following user defined input:30 psfgound snow load(PM.NOTE:All fiat/sloped rooffactors have been iproied and the ground snow load has been used teethe roof snow load(Ps=Pp).DOL= 1.15. 3)This cess has not been designed for the effects of unbalanced snow loads. 4)In addition to the snow loading specified on this drawing this cess has also been designed fora roof live load(MIL)of 19 psf 5)Mininum stonagie attic loading in acaidance with IBC'Fable 1607.1 has ban applied Load Case Dl:Std Dead Load Distributed Loads Member Location I Location 2 Direction Spread Slam Load End Load Trib Width Top Chd 0-0-0 13-0-0 Down Rale 3 psf 3 psf 24 in Top Chd 15.0-0 28-0-0 Down Rake 3 psf 3 psf 24 in Member Forces Summary Table indicates,Member ID,max CSL rias axial forte,(max conpr forte if different from nmx axial force) it 8-1 0.131 36 lbs 2-3 0.632 -2,285 lbs 4-5 0.947 -2.608 lbs 1-2 0.947 -2,608 lbs 3-4 0.632 -2,285 lbs 5-9 0.131 36 lbs I BC 5-6 0.884 2,284 lbs 6-7 0.779 1,581 lbs 7-1 0.884 2,284 lbs Webs 2-7 0.160 -549 lbs 3-6 0.183 746 lbs 3-7 0.183 746 lbs 4-6 0.160 -549 lbs Notes: 1)When this miss has been chosen for quality assurance inspection,the Plate Piacaierrt Method per TPI 1-2002/A3.2 shall be used. Cq=1.17. NOTICE Acopy of this design shall be furnished to the erection contractor.The design of this individual cess is based on design criteria and requirements supplied by theTmss Manufacturer and elies upon the accuracy Simpson Strong-Tie Company old completeness of the infommtion set forth by the Building Designer A seal on this drawing radiates acceptance of professional engineering responsibility solely for the truss congonent design shown.Sec the coxer page and the"Important Infommtion&General Notes"page for additional infoirmtion.All connector plates shall be mmnufactunb by St pson Soong-11e Company.Inc in accordance with FSR-2762.All connector plates .tie 20 gaugo unless the specified plate size is followed by a"-18"which indicates an 18 gauge plate.or"S#18".which indicates a high tension 18 gauge plate. L CALCULATION OF DESIGN WIND LOADS - MP1&MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount"' Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope 23° 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 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 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 Velocityqh = 0.00256(Kz)(Kzt) (Kd)(V^2) (I) Pressure qh 27 2 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GCp(un) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GCp) Equation 6-22 Wind Pressure Up Pon)) -23.8 psf Wind Pressure Down p(down) 12.3 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 3.0 psf Net Wind Uplift at Standoff T-actual -432 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 86.4% 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 -480 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 96.0% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 UPPER Member Properties Summary MP3 UPPER Horizontal Member Spans Rafter Properties Overhang _ Actual W 1.50" Roof System Properties Span 1 7.50 ft Actual D 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 8.25 in.^2 Re-Roof No Span 4 Sx 7.56 in.^3 Plywood Sheathing Yes Span 5 I, 20.80 in.^4 Board Sheathing None Total Rake Span 8.15 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 0.01 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 5.75 ft Wood Grade #2 Rafter Slope 23° PV 2 Start Fb 875 psi Rafter Spacing 24" 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 1.09 10.3 psf 10.3 psf PV Dead Load PV-DL 3.0 psf x 1.09 3.3 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 40.4 psf 43.7 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, I5=1.0 LMember Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D + S 1.15 1.00 0.80 1.3 1.15 Member Analysis Results Summary Governing Analysis I Max Demand @ Location Capacity DCR Result Bending (+) Stress 967 psi 3.7 ft 1504 psi 0.64 Pass CALCULATION OF DESIGN WIND LOADS - MP3 UPPER Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope 23° 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 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) Velocity Pressure qh 24.4 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up p(pp) -21.4 psf Wind Pressure Down p(down) 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 19 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 76.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" 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 -427 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 85.4% LOAD ITEMIZATION - MP3 LOWER 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 MP3 LOWER 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 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items _ 1.3 psf Total Roof Dead Load 9 psf(MP3 LOWER) 9.0 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 0.95 Section 4.9 Reduced Roof Live Load Lr Lr= Lo (R1) (R2) Equation 4-2 Reduced Roof Live Load Lr 19 psf(MP3 LOWER) 19.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load Pg 35.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Snow Guards to be Installed? No Effective Roof Slope 23° Horiz. Distance from Eve to Ridge W 31.4 ft Snow Importance Factor IS 1.0 Table 1.5-2 Fully Exposed Table 7-2 Snow Exposure Factor Ce 0 9 Snow Thermal Factor 4 Structures kept just above freezing 1.1 Table 7-3 Minimum Flat Roof Snow Load (w/ 30.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Pf-min Flat Roof Snow Load Pf Pf= 0.7(Ce) (Cr) (I) pg; p, >_ Pf-min Eq: 7.3-1 30.0 psf 86% ASCE Design Sloped Roof Snow Load Over Surrounding Roof All Other Surfaces Figure 7 2 Surface Condition of Surrounding Roof CS-roof 1.0 g Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 Surrounding Roof Ps-roof 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-pv)Pf ASCE Eq: 7.4-1 Modules Ps-pv 30.0 psf 860/0 h I SIMPSON Simpson Strong-Tie Truss: MP3 Stroh{ Tae Project Name: 0632873 Component SolutionSTM Date: 1/19/2016 10:50:36AM Tnfss Page: 1 of 1 Version:5.19.50[Build 7] Span Pitch Qt) OHL OHR CANTL CANTR PLYS Spacing WGT/PLY 20-2-0 5.09/12 1 1-2-0 0-0-0 0-0-0 0-0-0 1 24 in 771bs 21-40 HI 1-2-0I 6-3-0 6-5-0 I 7-6-0 6-3-0 12-8.0 20-2-0 1.5x31 5 ii 12 5.08 I- 3x4f 4 e 3x4/ l� 3 1 1x4 i 4x4- 1 ...iiiillillidlil$ S { r4 8 7 •,,:,-,10- i 3x4- 3x4- g I 9-0-0 I 11-2-0 3x3 9-0-0 20-2-0 Loading General CSI Summary Deflection L/ (bc) Allowed Load (psi) Bldg Code: IBC 2012/ TC: 1.05(4-5) Wt TL: 0.49 in L/477 (6-7) L/180 Roof Snow(Ps): 30.1 psf WI 1-2007 BC: 0.71(8-I) Writ IL: 0.04 in L/999 (75) L/240 TCDL: 9 Rep Mn Increase: No Web: 0.44(46) Noun: 0.04 in 6 BCLL: 0 D.O.L: 115% Creep Facto;Kcr=1.5 BCDL: 6 Plate Offsets OMX,Y,Aney (1:2-0,3-4,0.) (2:0-0,3-13,43.)(3:0-11,1-10,23.)(40-0,3-13,23.)(5:1-12,4-9,90.)(6:34,34,0.) (744,1-12,0.) (8:0-0,35,0.) Reaction Summary 3T Type Brg Combo Btg Width Matenal Riad Bin Width Max React Max Cav Uplift Max MWFRS Uplift Max C&C Uplift Max Uplift Max Heinz I Pin(Wall) 1 3.5 in Steel 1.66 m 1,056 lbs - - - - 0 lbs 6 H Roll(Wall) 1 3.5 in Steel 1.54 in 980 lbs - - - - 0 lbs Material Summary Bracing Summary TC SPF#2 2x4 7'C Barring Sheathed BC SPF#2 2x4 BC Bracing Sheathed or Purlins at 10-0-0,Pudin dais",by Others. Webs SPF#2 2x4 Loads Summary I)This truss has been designed for the effects of a balanced design snow load(Ps=30.1 psf)for hips/gables in accordance with ASCE7-10 except as noted,with the following user defined input:30 psf ground snow load(Pg) NOTE:All flat/sloped roof factors have been ignored and the pound snow load has been used for the roof snow load(Ps=Pg)DOL= 1.15. 2)This truss has not been designed for the effects of unbalanced snow loads. 3)In addition to the snow loading specified on this drawing this truss has also been designed fora roof live load(ICIL)of 19 psf 4)Minimum storage attic loading in accordance with IBC Tabic 1607.1 has not been applied 5)m accordance with BC Table 1607.1,'annum BCLL's do not apply. Load Case Dl:Std Dead Load Distributed Loads Member Location 1 Location 2 Direction Spread Start Load End Load Tub Width Top Chd 1-0-0 20-2-0 Down Rake 3 psf 3 psf 21 in Member Forces Summary Table indicates:Menter m.nnx CSI max axial force.(max conpr force if different from max axial fome) TC 9-1 0.147 36 lbs 2-4 0.950 -1,378 lbs 1-2 0.614 -1,755 lbs 4-5 1.054 -147 lbs BC 65 0.559 878 lbs 8-1 0.707 1,522 lbs Webs 2-8 0.142 -174 lbs 4-6 0.445 -1,098 lbs 4-8 0.138 562 lbs 5-6 0.096 -264 lbs Notes: 1)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(CLR)requited at the location(s)shown.Rows of CLR must be adequately diagonally braced,see D-WEBCLRBRACE Foraltematises to CUD and diagonal bracing see D-WEBREINFORCE NOTICE Acopy of this design shall be famished to the erection contractor.The design of this individual truss is based on design criteria and requienents supplied by theTruss Manufacturer nnd telies upon the accuocy Simpson strong-Tie Company and completeness of the information set forth by the Building Designer.A seal on this drawing indicates acceptance of professional engineering responsibility'solely for the buss component design shown.See the corer page and the"Important Infomsetion&General Notes"page for additional infomution.All connector plates shall be nnnufaaured by Simpson Strong-Le Company,Inc in accordance with ESR-2762.All connector plates are 20 puts.unless the specified plate size is followed by a"-18-which indicates an 18 gauge plate,or"S#18".which indicates a high tension 18 gauge plate. CALCULATION OF DESIGN WIND LOADS - MP3 LOWER Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount"" Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope 23° 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 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) (IQ!) (V^2)(I) Velocity Pressure qh Equation 6-15 24.4 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = gh (GCp) Equation 6-22 Wind Pressure Up [hum -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 19 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 76.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Confi.uration 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 -427 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca.aci DCR 85.4% A-, : kJ i to i „ m ra X .1.z a Q N M IIII �...� e z 3 F �s�w¢CD f'I--a 5-1¢ w ¢-1Oa w, J C) ZQ 11111111 \ N¢O U J O WK a U W" W =1,-w -J0) 0 ,.._, U N N O 0 m < L W ���._a � esss U � ,,,d Z . C > Q _o_ „, 0...„ o o a O '� EU a, c01 ci) (Q m rn— d `) a Q) U m ...0_ ��N +. 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