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PMT16-02326 City of Menifee Permit No.: PMT16-02326 29714 HAUN RD. Type: Residential Electrical �CCEL/-> MENIFEE, CA 92586 MENIFEE Date Issued: 07/28/2016 PERMIT Site Address: 23506 BADGER CREEK UN,MENIFEE, Parcel Number: 351-241-032 CA 92587 Construction Cost: $15,500.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR SYSTEM,23 PANELS, 1 INVERTER,6.325 kW Work: Owner Contractor SUSAN McCAMMON SUNRUN INSTALLATION SERVICES INC 23506 BADGER CREEK LANE 775 FIERO LANE STE 200 MENIFEE,CA 92587 SAN LUIS OBISPO,CA 93401 Applicant Phone:4155806900 JORDAN AUDIFFEREN License Number:750184 SUNRUN INSTALLATION SERVICES INC 775 FIERO LANE STE 200 SAN LUIS OBISPO,CA 93401 Phone:7607986548 Fee Description Oft Amount(SI Solar, Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Electrical 158 157.50 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 3.00 General Plan Maintenance Fee-Electrical 1 12.60 $453.10 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Pennit_Template rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION ❑ 1 am exempt from Ifcensure under the Contraclod State License Law for the I hereby affirm under penalty or perjury that I am licensed under provisions of following reason: Chapter 9(commencing with section 7000)of Division 3 of the Business and By my signature below I acknowledge that,except for my personal residence in Professions Code and my license is in full force and effect. which I must have resided for at least one year prior to completion of License Class 6—10 improvements covered by this permit,I cannot legally sell a structure that I have Expires(P•20•I IR Signalu built as an owner-building if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law,Section 7044 of the WORKERS'COMPENSATION DECLARATION Business and Professions Code,is available upon request when this application is submitted or at the following Web site: ❑ I hereby affirm under penalty of perjury one of the following declarations: htioJ/www.leainio.ca.cov/calawhtml. I have and will maintain a certificate of consent of self-insure for workers' compensation,issued by the Director of Industrial Relations as provided for by Date Section 3700 of the Labor Code,for the performance of work for which this permit is issued. Property Owner orAuthodzed Agent Policy# ❑ By my Signature below, I certify to each of the following:I am the property ❑ 1 have and will maintain workers' compensation insurance, as required by owner or authorized to act on the property owners behalf. I have read this section 370D of the Labor Code, for the performance of the work for which this application and the information I have provided Is correct. I agree to comply permit is issued.My workers'compensation insurance carrier and policy number are: with all applicable city and county ordinances and slate laws relating to building construction.I authorize representatives of Ihis cilyor county to enter the above- Carrier2rL( OA q-wl-ej--j , II identified property for the inspection purposes. Policy#wr0 I3LP7I0 041 Expires_ !0*[/�I Date Properly Owner arAuthorized Agent ��} �J (This section need not be completed if the permit is for City Business License# ��✓ S L 0 one-hundred dollars($100)or less) ty ❑ I certify that in the performance of the work for which this permit is issued, HAZARDOUS MATERIAL DECLARATION shall not emotov any persons in any manner so as to become subject to the Will the applicant or future building occupant handle hazardous material or workers'compensation laws of Caliromia, and agree that if I should become mixture containing a hazardous material equal to or greater that the subject to the workers'compensation provisions of Section 3700 of the Labor amounts specified on the Hazardous Materials Information Guide? Code,I shall forfhwith ilh those provisions. DYES ^fNO Applica Date; S Will the intended use of the building by the applicant or future building occupant require a permit for the construction or modification from South WARNING: FAILURE TO SECURE WORKERS' Coast Air Quality Management District(SCAQMD)?See permitting checklist COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL for guidelfries SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND DYES OS-NO CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, Will the proposed building or modified facility be within 1000 feet of the outer DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary fa school? LABOR CODE, INTEREST,AND ATTORNEYS FEES DYES 1td0 CONSTRUCTION LENDING AGENCY I have read the Hazardous Material Information Guide and the SCAQMD hereby affirm that under the penalty of perjury there is a construction lending permitting checklist.)understand my requirements under the State of agency for the performance of the work which this permit is issued(Section California Health&Safety Code,Section 25505 and 25534 concerning 3097 Civil Code) hazardous material reporting. OWNER BUILDER DECLARATIONS 13S'ES ❑NO I hereby affirm under penalty of perjury that I am exempt from the Contractor's Date I' s lIO License Law for the reason(s)Indicated below by the checkmark(s)I have placed P E TY OWN OR AUTHORIZED AGENT next to the applicable item(s)(Section 7031.5.Business and Professions Code: Any city or county that requires a permit to construct,alter, improve, demolish, EPA RENOVATION,REPAIR AND PAINTING(RRP) or repair any structure,prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors provisions of the Contractor's Slate License Law(Chapter 9(commencing with receiving compensation for most work that disturbs paint in a pre-1978 Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firths and comply with she is exempt from licensure and the basis for the alleged exemption. Any required practices.This includes rental property owners and properly Violation of Section 7031.5 by any Applicant for a permit subjects the applicant to managers who do the paint-disturbing work themselves or through their a civil penalty of not more than($500).) employees.For more information about EPA's Renovation Program Visit: roe wwwepa.gov/lead or contact the National Lead Information Center at ❑ I, as owner of the p p rty, or my employees with wages as their sole 1-800.424-LEAD(6323). compensation,will do( )all of or( )porting of the work,and the structure is not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property ❑An EPA Lead-Safe Certified Renovator will be responsible for this project who, through employees'or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, Certified Firm Name: the building or improvement is sold within one year of completion,the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). Firm Certification No.: ❑ 1, as owner of the property an exclusively contracting with licensed No EPA Lead-Safe Certified Finn is required for this project because: contractors to construct the project(Section 7044,Business and Professions Code:The Contractor's License Law does not apply to an owner of a property who builds or improves thereon, and who contracts for the projects with a EsGil Corporation In Partnership with Government for Building Safety DATE: 07/26/16 p APPLICANT RIS. JURISDICTION: City of Menifee ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: PMT16-02326 SET: I PROJECT ADDRESS: 23506 Badger Creek Ln. PROJECT NAME: SUSAN McCAMMON 6,000 Watts Solar Photovoltaic System. ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® Esgil Corporation staff did not advise the applicant that the plan check has been completed. ❑ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: �- Telephone #: Date contacted: 1p � ) Fax #: Mail Telephone Fax In Person E-mail: ❑ REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 07121 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576 City of Menifee PMT16-02326 07/26/16 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02326 PREPARED BY: Sergio Azuela DATE: 07/26/16 BUILDING ADDRESS: 23506 Badger Creek Ln. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTALVALUE Ju nsd fiction Code mnf Manual Input Bldg. Permit Fee by ordinance Plan Check Fee by Ordinance Type of Review: ❑ Complete Review ❑ Structural Only ❑Repetitive Fee ❑ Other „ � Repeats 1.5 Hrs. @ / EsGil Fee $105.00 $157.50 ✓ Based on hourly rate Comments: 1 1/2 hours plan review. Sheet 1 of 1 macvalue.doc+ City of Menifee of ItI,.F,R Building & Safety Dept. GJ �'�"•.� "`��,s'F COUNTY OF RIVERSIDE JUL 2 0 2016 m � F BUILDING AND SAFETY DEPARTMENT A Checklist for Solar PV for Received -vCe�d4AFETI'D One- and Two-Family Dwellings Under 10kW Mike Lara Building Official GENERAL REQUIREMENTS A. System size is 10 kW AC CEC rating or less 9 Y ❑ N B. The solar system shall be placed on an approved permitted structure KI Y ❑ N C. The solar panel/module array is roof mounted on a permitted dwelling or garage fl Y ❑ N D. The solar panel/module array do not exceed the maximum allowable building height 91 Y ❑ N E. The solar system is utility interactive and without battery storage ❑ Y ❑ N F. A standard plan(Tool kit#3,or#4)is attached with all supporting documents k7 Y ❑ N ELECTRICAL REQUIREMENTS Q A. No more than four photovoltaic module strings are connected to each Maximum Power Point KI Y ❑ N Jl Tracking(MPPT)input where source circuit fusing is included in the inverter. 1) No more than two strings per MPPT input where source circuit fusing is not included. 91 Y ❑ N 2) Fuses(if needed)are rated to the series fuse rating of the PV module. RI Y ❑ N 3) No more than one non inverter-integrated DC combiner is utilized per inverter. 0 Y ❑ N B. For central inverter systems: No more than two inverters are utilized. FL7 Y ❑ N C. The PV system is interconnected to a single-phase AC service panel of nominal 120/220 &7 Y ❑ N Vac with a bus bar rating of 225-A or less. D. The PV system is connected to the load side of the utility distribution equipment. ❑ Y ❑ N C E. The existing main breaker and solar feed breaker(s)do not exceed: 1)120%of the top fed 0 Y ❑ N 400 bus bar rating or; 2)100%of the center fed bus bar rating F. Licensed C-10 or C-46 Contractor can prepare&sign PV plans only if they are performing the Work,otherwise plans shall be prepared by a licensed California civil engineer 9 Y ❑ N SPECIFIC SITE ASSUMPTIONS A. The dwelling is located in a zero snow load area(Non Idyllwild region) kl Y ❑ N B. The dwelling is located in a standard 110 mph design and wind speed area(Non desert regions) 9 Y ❑ N STRUCTURAL REQUIREMENTS A. Structural Criteria, pursuant to CBC 1603.1 and supporting documentation is attached. FE Y ❑ N B. Proposed racking system documents have been provided FU Y ❑ N C. Roof covering shall be Class A,in a non-deteriorated state and no more than 2 roof layers Y ❑ N Pursuant to CBC1506.3 FLI D. Installation of PV racking and standoffs are in compliance with Table 1 &2 or Part 3 of PV Tool Kit jo Y ❑ N for standoff spacing and roof rafter spans 1. The weight of the solar array(including mounting equipment)is less than 4 Lbs per sq.ft. 0 Y ❑ N 2. The roof anchors are industry standard 5/16 inch bolt with a minimum 2 rFh"penetration 9 Y ❑ N into the existing roof framing members. Page 1 Of 2 4080 Lemon Street•9th Floor* Riverside e CA•92502-1629 Form 284-78(10/07/2015) Telephone: 951-955-1800• Fax:951-955-1806•www.rctlma.ora ATTACHMENT C BCM 6807 Article 1 7/13/2016 Page 1 of 13 TOOLKIT DOCUMENT Your cr logo here Solar PV Standard Plan — Simplified Central/String Inverter Systems for One- and Two-Family Dwellings SCOPE:Use this plan ONLY for utility-interactive central/string inverter systems not exceeding a system AC inverter output rating of 10kW on the roof of a one-or two-family dwelling or accessory structure.The photovoltaic system must interconnect to the load side of a single-phase AC service panel of nominal 120/240Vac with a bus bar rating of 225A or less.This plan is not intended for bipolar systems,hybrid systems or systems that utilize storage batteries,charge controllers,trackers,more than two inverters or more than one DC combiner(noninwrter-integrated)per inverter.Systems must be in compliance with current California Building Standards Codes and local amendments of the authority having jurisdiction(AHJ).Other Articles of the California Electrical Code(CEC)shall apply as specified in 690.3. MANUFACTURER'S SPECIFICATION SHEETS MUST BE PROVIDED for proposed inverter,modules,combiner/junction boxes and racking systems.Installation instructions for bonding and grounding equipment shall be provided,and local AHJs may require additional details.Usted and labeled equipment shall be installed and used in accordance with any instructions included in the listing or labeling (CEC 110.3).Equipment intended for use with PV system shall be Identified and listed for the application(CEC 690.4[D]). Job Address: 23506 BADGER CREEK LN, CANYON LAKE,CA, 92587 Permit#: Contractor/Engineer Name: SUNRUN License#and Class: CA CL#750184(C10,C46,A) Signature: Date: Phone Number: Total#of Inverters installed: 1 (If more than one inverter,complete and attach the"Supplemental Calculation Sheets" and the"Load Center Calculations" if a new load center is to be used.) Inverter 1 AC Output Power Rating: 6000 Watts Inverter 2 AC Output Power Rating(if applicable): 0 Watts Combined Inverter Output Power Rating: 6000 <10,000 Watts Location Ambient Temperatures(Check box next to which lowest expected temperature is used): 1)OX Lowest expected ambient temperature for the location (Tt)=Between-1 to-5 °C []Lowest expected ambient temperature for the location (Tt)=Between -6 to-10'C Average ambient high temperature(TH)= 47 "C Note: For a lower Tt or a higher TH,use the Comprehensive Standard Plan DC Information: Module Manufacturer: REC Solar Model: REC275TP 2) Module V.(from module nameplate): 38.8 Volts 3) Module IK(from module nameplate): 9.4 Amps 4) Module DC output power under standard test conditions(STC)= 275 Watts (STC) Job Code:124R-506MCCA Contractor Name: SUNRUN - Customer Name:Susan McCammon Contractor License: CA CL#750184(CIO,C46,A) Customer Address:23506 BADGER CREEK LN,CANYON LAKE,CA,92587 Phone: sunrun Structural Calculations for the Susan McCammon Residence PV Installation Date: 7/14/2016 Job Address: 23506 Badger Creek Ln Canyon Lake, CA, 92587 Job Number: 124R-506MCCA Scope of Work These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 Structural Geometry, Live Load,Snow Load,Wind Load, Dead Load, & Roof(1) Framing Check 3 Roof(1) Framing Check Continued, Roof Attachment Check, Seismic Check, &Scope of Work Appendix: TJI Framing Check. Engineering Calculations Summary Code: 2013 California Building Code ASCE 7-10 Snow Load: S= 0 psf Live Load: LL= 20 psf Wind: Wind Speed Ult. (V) = 110 mph Exp.= C PV Dead Load: DPV= 3.0 psf Sincerely, e o Sage Lopez, P.E. Civil Engineer s "IO$70 a * F p Is- IS Sunrun, Inc C OFcwJ 133 Technology Dr.,Suite 100, Irvine,CA 92618 P 949.393.0993 Engineer:SVL s u n r u n Date:7/14/2016 Job: 124R-506MCCA Address:23506 Badger Creek Ln t; � ' Canyon Lake,CA,92587 2 of 3 Structrure Geometry: Mean Roof Height,hn = 24 ft Eave Height,he = 18 ft Buiding Length,L = 59 ft Building Width,B = 51 ft Module Area = 20 fte Roof Pitch,B = 22 degrees Live Load: Roof Live Load,Lr = 20.00 psf Equation 4.8-1 Snow Load: Ground Snow Load,pg = 0 psf Fig.7-1 Wind Load: Basic Wind Speed(3s-gust) = 110 mph Figure 26.5-1A Building Occupancy Category = 2 Table 1.5-1 Exposure Category = C Sec 26.7.3 Topographic Factor,Ku = 1.00 Equation 26.8-1 Adjustment Factor,A = 1.35 Figure 30.5-1 Edge Zone,a = 5.10 ft Figure 30.5-1 Uplift(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Peet30 = -19.40 -31.90 -47.90 Figure 30.5-1 Pnet=0.6 x 1 x Kzr x P.m = -15.71 -25.84 -38.80 Equation 30.5-1 Downward(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pn.m = 11.40 11.40 11.40 Figure 30.5-1 Peet=0.6 x K x Kzr x Nam = 9.60 9.60 9.60 Equation 30.5-1 Dead Load: Roof UL Roof Walls-Exterior Flat Tile 9.0 psf Stucco 10.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x4 Truss @ 24"OC 1.0 Gypsum 3.0 Misc.(Ceiling,Insulation,etc.) 1.0 Misc.(Insulation,etc.) 2.0 PV System,Pm 3.0 Total Roof DL= 16.0 psf Total Wall OIL 17.0 psf Roof(1)Framing Check: Roof Framing = 2x4 Truss @ 24"OC Timber Species = Doug Fir-Larch N2 Max Beam Span = 8.00 ft b = 1.50 in d = 3.50 in Moment of Inertia,I. = 5.36 in` Section Modulus,S. = 3.06 in3 Bending Stress,Fb = 900 psf Elastic Modulus,Emin = 580000 psi Co(Wind) CD(Snow) Cm Cm Ce Wood Adjustment Factors: 1.60 1.15 1.00 1.00 1.00 CL OF Cf. O Cr 1.00 1.5 1.00 1.00 1.15 133 Technology Dr.,Suite 100, Irvine,CA 92618 1 P 949.383.0993 Engineer:SVL s u n r u n Date:7/14/2016 Job: 124R-506MCCA J _ Address:23506 Badger Creek Ln Canyon Lake,CA, 92587 3of3 Roof(1)Framing Check Continued: PV Tributary Width,Wp� = 2.75 ft PV Tributary Length,Lpv = 6.00 It PV Tributary Area,At = 16.50 ftz PV Dead Point Load,PD=Pwx At = 46 lb Roof Distributed Load,wDL = 24 plf Load Case: 0.6DL+O.6W (CD=1.6) Roof Zone = 1 Pup=Pnetx At+0.6x PD x cos(a) = 232 lb Mb(wmd_up) = 332 lb-ft Fb'(wind)=Fit XCD XCLS XCM XCt XCLXCF XCru XCi XCr = 2484 psi Mallowable=Sxx Fb'(wind) = 634 lb-ft > 332 OK Load Case: DL+0.6W (CD=1.61 Pd.=Pnetx At+PD x cos(0) = 2041b Mblwind down) = 489 lb-ft Fb'(wind)=Fit XCD XCI5 XCM XCtXCL XCr XCfu XCI xCr = 2484 psi Mallpwable=Sx x Fb'(wind) = 634 lb-ft > 489 OK Rafter Attachments:0.6D+0.6W(Zone 21 Pupuft=At x Pnet(21 = 426 lb 5/16"Lag Screw Withdrawl Value = 266 IbAn Table 11.2A-Nos Lag Screw Penetration = 2.50 in Allowable Capacity with CD = 1064 lb > 426 OK Seismic Check: Existing Dead Load: Solar Dead Load: A.rexisting = 3009 ft' Wpanel = 42 lb Wroorexisdng = 391171b Numpanei = 24 Awagexisting = 3960 ft' Wpanel_tot = 1008 lb Wwallexisting = 673201b Wbp = 235 lb Wtotal = ####p lb Warray = 1243 Ib wincrease=(Wtotni+Warmy)/Wnual = 107680 •100%-100% = 1.17% " 106437 "The Increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis Is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes,professional engineering inspection and design experience,opinions and judgments.The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr.,Suite 100, Irvine,CA 92618 1 P 949.383.0993 F O R T E MEMBER REPORT Level,Roof.,Joist PASSED 1 p)ece(s)11 7/8"T3I@ 110 @ 16"OC 0 0 12 201 1 z All locations are measured from the outside face of left support(or left cantilever end)AII dimensions are horizontal. Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 277 @ 20'41/2" 819(1.75") Passed(34%) 0.90 1.0 D(All Spans) Member Type:Joist Shear(Ibs) 272 @ 20'31/2" 1404 Passed(19%) 0.90 1.0 D(All Spans) Building Use:Residential Moment(R-Ibs) 2785 @ 9'7 3/16" 5056 Passed(55%) 1.60 1.0 D+0.6 W(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.406 @ 10'4 3/4" 0.728 Passed(L/646) — 1.0 D+0.6 W(All Spans) Design Methodology:Aso Total Load Deft.(in) 0.920 @ So'4 5/16" 1.092 Passed(L/285) — 1.0 D+0.6 W(All Spans) Member Pitch:5/12 •DeflecUon o8erla:LL(IJ360)and TL(L/240). •Bracing(W)i All compression edges(top and bottom)must be braced at 2'113/8"o/c unless detailed othemise.Roper attachment and positioning of lateral bracing is required to achieve member stability. searing Length Loads to Supports(Ibs) Supports Total Available I Dead Wind Total Accessories 1-Beveled Plate-DF 3.50" 1 3.50" 1.75" 266 264 530 Bloddng 2-Beveled Plate-DF 3.50" 3.50" 1.75" 277 300 577 corking •Bbcidng Panels are assumed to carry no bads applied directly above them and the full bad Is applied to the member being designed. Dead Wind Loads Location(side) spacing (0.90) (1.60) Comments 1-UnBorm(PLF) 0 to 20'7" N/A 17.0 - Roof 2-Point(Ib) 6'95/8• WA 41 141 3-Point(lb) 9'73/16" N/A 41 141 4-Point(Ib) 12'315/16• N/A 41 141 6-PmiM(lb) 15'15/16" N/A 41 141 Weyerhaeuser Notes (tie)5USTAINl BLE FORBM INITIAnvE Weyerhaeuser warrants that the sang of its products will be in accordance with Weyerhaeuser product design criteria and published design values. ll Weyerhaeuser expressly disclaims any other warranties related W the software.Refer to current Weyerhaeuser literature for iMallation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculator is compatible with the overall pmject.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by 1CC ES under technical reports ESP.-1153 and E511-1387 and/or listed in accordance with applicable ASTM standards. For current mde e"twUon mparts refer co htp://wvw.woodbywy.com/w Aces/s_CDdeReparts.aspx. The product application,Input design bads,dimensions and support Information have been provided by Forte Software operator Forte software operator Job Nome 7/14/20161:47:54 PM Michael Evring Forte v5.1,Design Engine:V6.5.1.1 Summn 124R-5-1.4TE (970)7637380 michaetewin9 H'sunrunhome.com - Page 1 of 1 �IMEMBER REPORT Level,Roof:Joist PASSED F O fi T E 1 piece(s)11 7/8"TJI@ 110 @ 16"OC Overall Sloped Length: 22' 8 1/2" t t —9 12 r,F 20' 1 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual C Location Allowed Result LOP Load:OombineNen(Pattern) System:Reef Member Reaction(Its) 277 @ 20'41/2" 819(1.75") Passed(34%) 0.90 1.0 D(Al Spans) Member Type:Joist Shear(Its) 272 @ 20'3 1/2" 1404 Passed(19%) 0.90 1.0 D(Al Spans) Building Use:Residential Moment(R-lbs) 1538 @ 10' 2844 Passed(54%) 0.90 1.0 D(All Spare) Building Code:IBC 2015 Live Load DeB.(in) -0.633 @ 12'3 15/16" 0.728 Passed(L/419) — 1.0 D+0.6 W(All Spare) Design Methodology:ASD Total Load Dell.(in) 0.515 @ 10,IV, 1.092 Passed(L/509) — 1.0 D(All Spans) Member Pitch:5/12 •Deflection criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'115/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required bead Wlnd Total Accessories 1-Beveled Plate-DF 3.50" 3.50 1.75" 266 430 266/430 Blocking 2-Beveled Plate-DF 3.50" 3.50" 1.75" 277 490 277/490 Blocking •Blocking Panels are assumed to cam W bads applied directly above tbern and the full load is applied to the member being designed. Dead Wind Loads tocauon(Side) spacing (0.90) (L60) rammerNs 1-Uniform(PLF) 0 to 20'7" N/A 17.0 - Roof 2-Point(lb) 6'95/8' N/A 41 -230 3-Point(Ib) 9'7311V N/A 41 -230 4-Point(lb) 12'315/16" N/A 41 -no 5-Point(to) 15'15/16" N/A 41 -230 Weyerhaeuser Notes l 9USrAIrJABIE FORE51Ry INITIATNE Weyerhaeuser warrants that the suing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly tladaims any Urns warranties related to the software.Refer to current Weyerhaeuser literature far installation details. (www.woedbywy.com)Acressorles(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended W circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and FSR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.conilwr&m/s_CDdeReportsaspx. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Form Software Operator Job Notes 7/14/2016 1:57:08 PM Forte v5.1,Design Engine:V6.5.1.1 MlChael Ewing sunrun 124R-5-1.4TE (970)769-IMO michael.ewirg@wmmnhome.com Page 1 Of 1 ( §[ §§§g | LL zo §(\k �w�� M o .. ¥ 2 w - e „ r4 0 /- g §) § ) N5w 5 L §_ § \§kIL . . ( ( e § ]§ §§ §§ ( § § \ §k § w� � PW G § �� 0 ® \ § (2 `� §� ! \k §k(� w b §0 * w y §Omi ) oo f /\ \\/( \/ w< ) k ! § w - e ± \ §§ x | � )§ \( | ! to § B § Mw K k YZ §( z 0 Z a§ \§ ( 5§ § 1\ % ( ke*§§b) § (s& § rce 2M § #;./ § �] �§ ■a , ED § &2 §( � e [ 2 \§ )A\ | � n i ' N0w t @$!°BS • 2 )%q�m � -,(`§§ CA ) ( ))§ E! � „ �k 1I HI REE TWINPEAK BLK SERIES PREMIUM SOLAR PANELS WITH SUPERIOR PERFORMANCE REC TwinPeak BLK Series solar panels feature an innovative design with high panel efficiency and power output,enabling customers to get the most out of the space used for the installation Combined wi th industry-leading produc t p quality and the reliability of a strong and established European brand,REC TwinPeak BLK panels are ideal for residential and commercial rooftops worldwide o cam. n Ark Plo MOREPOWER HIGHER 100% REDUCES BALANCE OF , OUTPUTPERM' ENERGYYIELO PIDFREE SYSTEMCOSTS REC TWINPEAK BLK SERIES -- 1 - - Bq:UBCY 35 YEAR PROOUCT WARRANTY YEAR LINEAR POWH2- --- OUTPUT WARRANTY Moonnngholy */R�n U5 MDORT DUTY FREE aA3dea - -a> 47 NominalOperatingCell Temperatwe(NOCTI 44.6'C(d2'C) ref - Temperature Coefficientof Pw, -0.39%/'C Temperature CoefficientofV. -0.31%/-C r' Temperature Coefficient oflx 0.045%/'C All measurements in inches ' NominalPower-P.ft) 265 270 275 260 Celltype: 120REC HC multi-crystalline WattClassSorting-(W) 0/+5 0/+5 0(+5 0/+5 6 strings of20 cells(6'x 3') NominalPowerVoltage-V.M 31.1 31.2 31A 319 Glass: 1/8'mmsolar glass with anti-reflective surface treatment Nominal PowerCllrrent-I.I[A) &53 &66 &76 8.78 Batksheet: Double layer highly resistant polyester(white) OperrCrcuitValtage-VaM 383 38.6 38.8 39.2 Frame: Anodized aluminum(black) ShortCvcultCurrem-6(A) 921 9.29 9.40 9.44 Junctfonbox: 3-part with bypass diodes PanelEfficienry(%) 16.1 16.4 16.7 17.0 IP67rated 4 mmo solar cable.35' 47' Analysed datademcnstrata that597%ofpanelu Roducedhave arrest and voltage tolerance ofc3%fromnominal values. Connectors: Multi-Contact Values at starldam test conditionsSTC(alonanAM 15,1nediance 1000 W/me.coll temperature 25'C!. At law bradlance of 200 W/me(AM 15 and cell temperature25q at least 94%of the STCpanelemdenrywillbe achieved. Origin: Made in Singapore REC28OTP NominalPower-Pa„(Wp) 195 198 202 205 Operational Temperature: -40....85'C NominalPcwerValtage-V.M 28.75 28.85 29.03 29.49 Maximum System Voltage: 1000V Nominal PowerCurrent-Irp,(A) 6.77 6.87 695 6.97 Oesignl.oad': 75.2Ibs/ft2(3600Pa) OpenCircuftVoltage-VaM 35.25 35.53 35.71 36.08 33A lbs/h2(1600 Pa) 'Refertoiirstalla6onmanual Short ClrcuitCurrent-WA) 732 7.38 7.47 7.50 Max Series Fuse Rating: ISA Nominal operatbecell temperature NOCT(800 W/me,AM 15.windspeedl m/s,amblent temperature2dra Max Reverse Current: ISA c SP ♦ /� t0 year product warranty. Dimensions: 651/2x3911/2in = • F` `�Dtr�E 25 yearlinearpoweroutputwarranty Area: 173/4 fN C us (max.degression in performanceuf0.7%PA.). Weight: 391/21bs UL1703.-Fire classification Type IEC61215.IEC61730: Note! All given specifications are subject to change IEC6701(SaltMist-sevedryluwls146! withoutnotice atany time. a REC is the largest European brand ofsolar panels,with more than 15 million high-quality panels produced at the end of2014.With integrated manufacturing from polysilfcon to wafers,cells,panels and turnkey Solar solutions,REC strives to helpmeet the worlds REC 'sgrowing energy needs. In partnership with a sales channel of distributors,installers,and EPCs,REC panels are installed globally.Founded In 1996,REC is a Bluestar Elkem companywith headquarters inNorwayandopemtionalheadquarteminSingapore.REC'sl,800employeesworldwidegeneratedrevenues ofUSD 680 million in 2014. wwwxecgroup.com NOTICE OF COMPLETION 8AND AUTHORIZATION TO APPLY THE UL MARK Sunrun South Llc, Dba Snapnrack 0 9/2412 0 1 6 Greg McPheeters 775 Fiero Ln Suite 200 San Luis Obispo Ca 93401, United States Our Reference: File E359313,Vol. 1 Project Number 4786982467 Your Reference: 14914 Project Scope: Adding REC Solar PTE.LTD.(NRTL)models: REC260, REC265, REC270, REC275, REC280,all followed by TP to Series 100 and 200 Mounting and Bonding Systems Adding Hanwha Q.CELLS GmbH(NRTL)models: Q.BASE-GY XXX,Q.PRO-GY XXX, Q.PLUS-GY XXX, Q.PRO BFR-GYXXX,Q.PRO BLK-GYXXX,Q.PRO-GY/SC XXX,where Y is the generation number between 1 and 9,where XXX is the power output from 206 W to 295 W to Series 100 and 200 Mounting and Bonding Systems Dear Greg McPheeters: Congratulations) UL's investigation of your product(s)has been completed under the above Reference Number and the product was determined to comply with the appricable requirements. This letter temporarily supplements the UL Follow-Up Services Procedure and serves as autharization to apply the UL Mark at authorized factories under UL's Follow-Up Service Program. To provide your manufacturer(s)with the intended authorization to use the UL Mark, you must send a copy of this notice to each manufacturing location currently authorized under File E359313,Vol.1. Records in the Follow-Up Services Procedure covering the product are now being prepared and will be sent in the near future. Until then,this letter authorizes application of the UL Mark for 90 days from the date indicated above. Additional requirements related to your responsibilities as the Applicant can be found in the document'Applicant responsibilities related to Early Authorizations"that can be found at the following web-site: hfto--//www.ul.com/EAResponsibilities Any information and documentation provided to you involving UL Mark services are provided on behalf of UL LLC (UL)or any authorized licensee of UL We are excited you are now able to apply the UL Mark to your products and appreciate your business. Feel free to contact me or any of our Customer Service representatives if you have any questions. Very truly yours, Reviewed by: Long Vo Bruce A.Mahrenholz 847-664-3009 Engineer Project Associate CPO Director Long.Vo@ul.com Bruce.A.Mahrenholz@ul.com NBKBDCB-1F9491 This is an electronically generated letter.Signatures are not required for this document to be valid. Page 1 of 1 1 I, t . MECHANICAL INSTALLATION .•`FIRE Gtb�El.lTIES RECPeakEnergy Series pands have aaassC Typo IFredwAcalma The iuerat&geEMspaRksani vafdt enmoantedin.themamlerwfedto d;esemedtanicatmaarttrgtnstructlons•mom the faifowingFresafe#yguide neswt�eninst?t&�gRECPeakfrrergySeetespanals Checkvdthtoaaauthaittesfarfiresafety$Wettnesandregracementsfaranytpritd4gorsiuehaaonfoaAtcttthepanetstw7lhe csrattce • Thespstemdesignshaufdensurathatitcanheeasliyacczsserf!nH+eeventcfabuiiftrira CAeckwithtacal thatmayapplyforrodmou tdar:ays ThauseofOCgraatdfatdttntenvpterskrecommended.Thismayalsoberequiredhytacafandna*tW edas, • Altelectricalappliances area greriskThepaaelsftoutiltherefoaebemauntedoverafaaretart4rttraoicaver6rg rated for the appltcatioa;atda svitabledlstaneeaf4tnbetween thepanetxrd EhemcuntirgsurfacevatlawYrgFreerirculatlonof ak beneath the panels,shwtdbartspededatal! times; OWENTARON Tomaximizesystemoutputpanels simWdbekrstal[edaE theaptfmumorlentationand tiltargte.Thespecifus of this dependan locatlanandcmtw calcrdatedbyaquaRfiedsystemdeslgerer•A tower angle of pane@lostadatfoninc eases therenluinsmaatforragrlar dearting• The optimalmountitngposittanofpanetsresultstathasunwayrs FaitingpecpendcuFar(ie•at90'R tothen&rlem,Alt panels Ina stringshoutd.v£srerr possible:have the same orientation and tllt to ensure the system daesnotr:nderperfamtdue to mismatchednatputs Thepanels mm-tnotleeavpos_dtoaRinidagy saacon'.ratedsueligkC ENIRRONNIENTACFAC ORS RECPeakGvWSedes panels aredestgned to prosidedeodesof durable and stable output Operatingtemperahnes should be bebveea-40ard I85•F j-40 and T85*0 The panetsare not suitable forinstattacion in potentially hazardoustootions.nor should they be installed in the faltavring locations: • Near sourcesofttammable gases orvapors • Nearopea Raines • Underwateroriawaterfeatures. • Where exposed to suffurzg•nearsulfurspr1uparvatonces • Where the panels maybe exposed to harmfuidtenricals; t Ensumpenetsawnatespomdin directcanractntth saltwater[spray andavaidtnaTaHattosG�areassubjecteo Gtph sattmhttonienizg. caaKa[areas. PANELHANDLING - Panelsshoutdbehandledwithore.AI(wamkVand!nstructtarrsonthepackagingshouhiheobserved"Fo(lowtheseguidetineswheaunpackirf, tra nsportingor storing the panels Recardthe serWrurrrbersprior to lnstaUaHonand notetheinformationhthesystemdourro?ntatton • Carrythepanetsustngimthhandsandavoldusingthejunctioaboxasagrip. • Do notallow the pa elstosagarbowundertheiramwelghtwhmbelirgrarrted, • Do not subjectthepenektotaadsarstressese,g.,teaNngarplacingheavyobjectsonthem• • Domtsbndonthepanelsorausekmpactthmughdmpp(ngthem. • Keepattelectricaimntadscieenanddrg • Storepanelsina dry and properlyventilated mom. • Donotapplyforcetathebacksheet Avoidusingsharp arpointed*ectsifpanelsrequatemackiog. • Neverapptypalnts,ackstvesardetetgentstothebackaftbefaninate_ • Damtuseamyxolarpanelthattsdamagederbeentampemd.wW • Neverattemptto disassemble the panels. If the panelfmrrtglass is broken or laminate badtsheetis damaged,itoneupose personnel toharardous voltages. :Kl saeas.,ans..•�.,�� s 9/29/2015 Series 100 UL&Series 200 UL I SnapNrack Our system just, got a 'little HOTTLE. Our • -. Systern is now - . LEARN MORE u Y t LTL 2703: Class A Fire Rating Compliance ssKKKKIIII In addition to grounding and bonding,the roof mount system.Series 100 UL,is Class A Fire Rated when installed with Type 1 and Type 21 Modules. SnapAlrack's UL 2703 Certification and Compliance ensures that SnapNrack parmers can continue to proride the best in class installations in quality and safety. SnapNrack achieved our Class A Fire Rating through stringent testing that included the Spread of Flame tests and the Bunning Brand tests.This achievement certifies that the SnapNrack Series 100 UL system maintains a Class A Fire Rating when installed wart type I and Type 2 modules. This also ensures that the system raters the requirements of the California Building Codes set by local jurisdictions and the 2012 International Building Codes which became mandatory on January 3,201 S. '3fWule T3pc Oaa afrcndons are dclomdned b7 ranatruman smrlamwns.and:,m msuln through the UL 1703 L6tun„Mon,information on awro rwrorom s for clop An.ndn-s,UL M.and UL 2703 ran be rnund nt do fallowing rvebslte:hapJMwnsolamhta,oyabouVpubllntlotWreporu)aammabaltyientngllndeihtml 11 SnapNMck_Series_t(ML Brochure.pdf 60.42 KB 9 SnapNrack Series 100 UL Installation Manual.pdf 17.98 NB d SnapNrack_Serles 200_Brochure.pdf 1.38 NIB S200Insrall Manual.pdf 893 NIB SnapNracltConversionSheet.pdf 318.34 KB SnapNrack UL 2703 Fire Classifretion Tech-Budetin.pdf 109 Nib E7L SnapNrack Series 100 UL&200 UL system Identification Technical Bu0etin.pdf 375.04 KB Q1 SnapNrack Series 100 UL Certificate of Compllance.pdf 331.82 KB SnapNrack Series 200 UL Certificate of Compdance.pdf 33181 K8 M 2015 Series 100 UL&Series 20O UL I SmpNrack Call us: 877-732-2860 SnapNrack- Residential Configure Your System. Whereto Buy Resources, About-, . I ...cinilng Systems some.Resuaeccs-Serlm tan m.a series 2,W. Series 100 UL & Series 200 UL UL 2703:Grounding and Bonding Compliance At SnapNrack we have expanded our product line with our new Series 100 UL and Series 20o Ul.Both systems are fully listed to the UL 2703 Standard for Grounding and Bonding.With the UL listing,all system components have been certified by UL for electrical continuity,eliminating the need for additional grounding hardware. if there ever was the simatou where a live conductor contacted a metallic component ofthe mounting system or array,the array would remain unenergized. New Features of Series 100 UL and Series 200 UL Bonding pins are included in product assemblies including module clamps and rail splices, eliminating the need for bonding washers or splice jumpers. SnapNmckgrounding lug is a fully custom solution for grounding the completed system. Only one lug is required per individual row of modules tnot per rail).The lug is secured with a single 536'bolt just like every other component in the system and requires no drilling of A key rails. is. ` LISTED A key component of the listing our new bonding channel nuts,which provide electrical continuity into our anodized rails. P V Mounting System 2703 Mill finish speri0cadon on key components such as standoMs and metal roof seam clamps. Benefits of Series 100 UL and Series 200 UL The UL 2703 Listing is a huge benefit to distributors and installers of SnapNrack product.A few benefits include: A Fully Certified System The entire system,including all components,is now bonded together.In other mounting systems on the market.some clamps,roof anchors. flashings.etc aren't truly bonded to ground,and therefore not fully ode compliant. Overall Reduction in Material Costs With the UL Listed product,we have added features into our components that ensure an adequate bonding path,and in turn this has eliminated the need forgrounding lugs and washers at each module,and bonding jumpers between splices. Dramatic Reduction in Labor With the elimination of grounding and bonding jumpem on the array,installations should have a dramatic improvement in efficiency.reducing installations by 1 hrlkN'or more. Quality&Safety SnapNrack installations using our UL product ensures that even'metallic component on the system is bonded to ground the system See below for a library of supporting documents to help assist uith ordering and installing Series 100 UL and Series 200 UL. I Solar inverters in\,,,ertPrs- PVI-5000/6000-TL-OUTD 6kW AN 1 Designed for residential and small The wide input voltage range Highlights: commercial PV installations, this makes the inverter suitable to low - Single phase and split phase output inverter fills a specific niche in the power installations with reduced grid connection. ABB product line to cater for those string size. - Wide input range for increased installations producing between The transformeriess operation offers stringing flexibility. 5kW and 20kW. high performance efficiencies of up to _ The high speed and precise MPPT 97'1%. algorithm offers real time power This inverter includes dual input Free remote monitoring capability tracking and improved energy section to process two strings with available with every installation.This harvesting. enables homeowners to view their independent MPPT. - Outdoor NEMA 4X rated enclosure The ll high speed and precise MPPT energy production and offers installers 9 P P for unrestricted use under any algorithm offers real-time power a proactive and economic way of 9 p environmental conditions. trackingand energy harvesting. maintaining and troubleshooting the rgY 9 - Integrated DC disconnect switch Flat efficiency curves ensure high system. in compliance with international efficiency at all output levels ensuring Standards(-S Version). consistent and stable performance across the entire input voltage and output power range. This outdoor inverter has been designed as a completely sealed unit to withstand the harshest environmental conditions. Power and productivity ,, 11 It for abetter world"' JIMPIP Additional highlights: ` — RS-485 communication interface (for connection to laptop or data _ logger). — Integrated Arc Fault Detection and Interruption(-A Version). m { i - t ( Technical data and types Type code PVI-5000-OUTD-US PVI-6000-OUTD-US Input side Nominal output power..............................................................................'....................................._50OOW...................................._ .._6000W.................................. ... .Maximum output power So0oW 6000W .._., . .......... ......... .......... ... ... Ra[etl grid AC voltage 208V 240V 277V 208V 240V 277V Input side(DC) Number of independent.MPPT channels 2 __..... .._ _... .........................._...._.:................................._..............................._......._...................._......_..........................___..-._...............__.....__._ Maximum usable power.for each channel 4000W .... ..... _... Absolute maximum voltage(Vmax) ..... _ ... ... .. .... Start up_voltage(Vstart)_ ............. Full power MPPT voltage range - 200 530V Operating MPPT voltage range _ , , „ 0.7 x Vstart-580V Maximum current{Iticmax)for both MPPT m parallel ... . . . 36A ._....... ... ._.. _. .... ......... . _ .... ...... .. Maximum usable current per channel _-- 22A __.. __ .... ..._............... .. . ._.. ... ....... . _.... Number of wire landmg_fennmals per channel....., . . . 2 Pairs ... ..... .. .. ... _ ...... Array wiring termination Terminal block pressure clamp AWG76-AWG6 Output side(AC) Gdticonnection!ype....._................._....._._........................._._____.......i......-10/2W........i.._SpliFe/3W... 1O/2W 1O/2W S .Split,O/3W.._..._...1O/2W........ Adjustable voltage range(Vmjn-Vmax) ill 228V 221 V 264V 244V 304V 783V 228V i,..211V 264V ... V 304V .. .. .... .. Grid frequency ...__.. : _.._._. ... .60Hz _ Adjustable gnd frequency range 57 60.5Hz Maximum current(I�„m)!�1 27A 23Aw, .20A - 30A 28A ' ., 24Aar� .. _.. . MS.... .. . ... ............ . .WLS ....... 5 .... .... _ PYS ...... . .... Power factor ........................_..._..........._>_0.695 . .......................nic..............................................................................................:... ........................................................................_.............. Total harmonic distortion at ratetl power s < % .. . ..................................................................... . . ...................... .. Contdbutory fault cunen[' ........................ .........36.25 Ay,/ 36.5 Ate/ 31.75 Ac.% 36.25 Ao�� 36.5.A,/...... 37.75 ._.. . ..........................................25:63 25.81A 22,45A 25,63 25,81.Fs. .... . . ...................... ...... ......................................._ .Awws........... ...........w.tt......... ......... ... ... Gdd w"dng termination type �� Terminal block pressure clamp A t;14-.4VJG4 Input Reverse.polarity.protection es ..........................._............................:.::....:......................................................................................................................................................................................... Over.voltage,pro[ectionlype................................................................. .._............,_„ PV array grountl fault detection Pre start-up Riso and Dynamic G F D I(requires Floating arrays) Output Anti-islanding protection Meets UL 1741/IEEE1547 requirements Meets UL 1741/IEEE1547 requirements Over voltage protection type . Varistor 2(L, La/L,._G) _ Vanstor,2(L, Lz/L, G) Maximum AC OCPD Rating 35A 30A 25A 40A 35A 30A Efficiency Maximum efficienpy.._._......_................_._.____..............._.._.._. .... CEC effciencY...._....................................................._._.._..._._......._.. , 96%........_.i._...._96S%........i......._96;5%..... ...._96%....... 96:`'.`�?. .._96.5%......... User interface Graphic display Graphic display Operating performance Stantl-by consumption........._........._. '..._.._.................._......_<BW............_._...._._.._........1....................................._<8W�................................... Night time consumption <06W <0.6W,., Communication User-interface ......._........_.,.,_,,,,,,,,,,,,,,,,,,,,,_1.6 characters_x_2 lines_LCD display...____.........................._.......... ..._.. ......... ............... ............... . ................ ... .. . Remote_moni[onng(fxRS485_IncIJ _,_ _ ` VSN700Data Lo erot ............... . . ..... 99 (...P.).... .............................. . . ......... Wired local monitoring(1 xR5485 incl) PVI USB RS485 232(opt.) Environmental Ambient air operating temperature range -13°F to+140°F(-25°C to+60°C) -13°F to+140°F(-25°C to+60°C)with Berating above 122°F(50 C) __,_ Ambient air storage temperature ran_ge , ,-40°F to+176°F(40`C to+80 C) - _. 40 F to+1.7 F(40°C Relative humidity ._. _ ..._.._ 0 100%RH condensing ...... 0 100%RH condensing Acoustic noise emission level _ <50 db.(A)®1 m i <50 rib(A)®1 m .. ... mta umu n:o"p"e afing altitotde-witfiout d.....- 6560 ft{2000 m) ........... 2. ft.{2000 m) 2.Inverter can apply that much current-&eaxer will open 2 ABB Solar Inverters I Product flyer for PVI-5000/6000-TL-OUTD Block diagram of PVI-5000/6000-TL-OUTD ---------------------- • m mo wucAPs Im`�NnAq ux[ I.. INr WI ult"It.) rAtrA "I I� I 1 ' i Wt rot Ixv141 11QII.f •____t W211'I ' 4 v MVITr1l ' i `-AVERSION STANDARDVERSION ILal uu p�t�err _ y � i I I •m -TM , lKV p5p 11Ix • t T A i rttlfR rnHlt WA�grE�COMRJL'�� b d ---------- ---------------- au,, U .a Np �f--T c PVI-5000/6000-OUTD-US PVI-5000/6000-OUTD-US W 480 ,91 99 96e 98— 9115 400 19� x 97 5.9 "A 95 Os3 ss 345 MP" � 96 volay. �•T 93 "A 92 —vsova 300 43's —�� 93.5 s1 .rover 93.2 0 -- 9z9 0. 10 20 3o 40 w 60 70 e0 90 100 - 250 "b %of Rated output Power 10% 20% 30% 50% 75% 100% %aERar4dgllntawa Technical data and types Type code PVI-5000-OUTD-US PVI-6000-OUTD-US Mechanical specifications .Enclosure rating....................................„_._.,__ NEMA 4X Coolin ................................. ..... 9...n .... Natural convec325 Dimensions H x W x D .......... ... ( .).. .. ....... ..... . . . ..........................4x12 6x8 6 In(1052,x 325 x218 rem) Weigh[................ .. .. _. _. .S...h_.i.P.P.i.n..9..w....e_t._9h...[....... .. `..___._......................._.... . ..... .. ....... 5951b(27.:0_k9) .... .........._ ......................... <78 491.... _ ................. ....................................................._.._.....................__._................ ............................. V1 ..3 Montn .s stem._............._..- Wall bracket ..............._._ _ ......................... . e size Conduitconnections and[2eaxal 1/,4 3O aces s de/front mar...............itci..................................................................................................i............................................_.............. 1. . ... .... ..P.......................................... ................_.._................_........ DC switch rating(per contact) 25A/600V Safety Isolation level_ . ............._..........__......................................._...._._. Transformedess tfloa0ng array)..._. .. .. .. ......... ........ ... Safely and EMC standard i UL1 741,1EE1547,IEE1547.1. A-C22.2 107.1-01,U17998 UC 169Sf, CC Part 15 Safety ._..................................._................_.............>.._.........................-........................................................_Clao-CS. A.......................................................................................... Warranty Standard warren . .................................tY................................................................................................................................................................ ......._?0.years...--........................................................ Extended Extended warrant 15&20�15&20 Available models Standard.Wbc -with DCswRch-floating.Array... _ i PVI-5000-OUTD-US PVI-6000-OlJTD-US Rhswrtch,wiring box and arc fault tle[ec[or antl interrupter,,,,,_,,,.,. PVI-5000-OUTD-US-A PVI-6000-OUTD-US-A •Ali'dsia�s subiect to c ._............................_........_.............. ......................... ........................._..............._. twge vnlhout notice .............._.......:...__............._............................._......................... Product flyer for PVI-5000/6000-TL-OUTD I ABB Solar Inverters 3 O Z Q J Support and service For more information please contact m Copyright 2014 ABB.All rights ABB supports its customers with a your local ABB representative or visit: reserved.Specifications subject to change without notice. dedicated, global service organization in more than 60 countries,with strong www.abb.com/solarinverters regional and national technical partner networks providing a complete range of www.abb.com life cycle services. Power and productivity A BB for a better world" OpenWay@CENTRON° Cellular LTE The smart meter for the smart grid, the OpenWay CENTRON, is now available With an LTE Itron Cellular Module(ICM).This integrated OpenWay Cellular solution provides a complementary communication pathway by incorporating WAN functionality—under the OpenWay CENTRON meter cover—to connect the meter directly to the OpenWay Collection Engine via a public wireless network. The OpenWay CENTRON Cellular LTE FEATURES AND BENEFITS Automated Interval Data/Energy takes advantage of new advanced 4G Usage Retrieval LTE networks. This results in more Flexible Two-Way Communications Receive and transmit meter interval efficient coverage,higher bandwidth and p Execute all supported reading, data for up to four unique energy values longer network longevity.The OpenWay configuration and firmware download in intervals as small as five minutes. CENTRON Cellular LTE includes both a functionality through user-configurable Recorded events and exceptions with ZigBee®wireless component and an LTE schedules controlled by head-end meter each interval are also transmitted to the ICM that can be tailored to fit your unique data management software head-end software,which interprets needs.The module comes factory installed Acquire readings on an on-demand basis them and logs appropriate messages within the OpenWay CENTRON meter—the when necessary (such as time adjustments) solution ships as one complete unit,ready for field deployment. Pushing Intelligence to the Edge energy flow and power outages.The » Perform remote disconnects through » Enable future applications in edge OpenWay CENTRON Cellular LTE the Collection Engine by retrieving a final intelligence by utilizing on the newest architecture provides the power outage read for a customer and then an initial Itron Riva technology platform.By notification(PON and tamper associated read for a subsequent customer pushing computing power to the edge with a meter removal immediately . Allow service to be disconnected or devices,closer to where problems and upon power down.This results in two reconnected remotely as well via a opportunities occur,we enable faster, exception messages upon power down, load-limiting service switch in the meter, better decision making. PON and Removal tamper. eliminating the need to roll a truck to turn Automated Register,Self-Read and Secure Boot service on or off TOU Retrieval . The OpenWay CENTRON Cellular LTE 900 MHz ERT Reader » Configure the module to read and has the capability to validate digital » Collect Encoder Receiver Transmitter transmit totals,self-reads,maximum signature prior to uploading and applying (ERT)from 100G DLS Gas Modules. demand,time-of-use(f0U)and critical any new ICM firmware. The ICM can collect consumption data peak pricing(CPP)values BI-Directional Metering and tamper counts from nearby 100G Demand Reset Capability » Support bi-directional net metering ERT modules and report this back tothe » with the OpenWay CENTRON.Both Collection Engine and other upstream Perform demand resets,over the y systems. network or locally via tools or the received and delivered data metrics are demand resert switch stored in the meter and can be sent to Clock Synchronization the utility as needed to support green- » Synchronize the meter clock Power Outage and Restoration Alarms credit electricity programs for consumers automatically when time deviation falls » Transmit a real-time"last gasp" who own renewable energy facilities or within a user-defined boundary notification when detecting an AC power participate in vehicle-to-grid systems outage with built-in uhracapacitor energy Integration&Installation storage.The meter then notifies the Automated ID Tracking » Ensure simplified installation in the field. head-end when the AC power is restored = Attach barcode labels and important The ICM is a fully integrated,under- identifiers(such as the ICC-ID/MS- the-cover option installed within the Service Diagnostic and Tamper ISDN)to the integrated module for OpenWay CENTRON.The solution Detection Alerts tracking and troubleshooting purposes is shipped from the factory as one • The OpenWay CENTRON Cellular LTE complete unit with the module installed, can detect and report exceptions for On-Demand Reads for Move In/Outs meter inversion,meter removal,reverse and Remote Disconnect ready for field deployment » Remote disconnect available on all singlephase Class 200 devices HARDWARE CPU board(CPU) 32-bit ARM processor,128MB RAM,256MB flash Capacitor Storage Bank(CSB) Supplies power for data transmissions and all functions for outage notification ICM Modem Modem communicates with head-end using LTE and SMS Services ZigBee Transceiver Enables communication with Home Area Network (HAM devices Singlephase:Flexible dual frequency on board internal antenna for the modem and ERT available on all Internal/ExternalAntennas forms. Polyphase:Mufti-band internal antenna with diversity.External Omni Directional antenna for modem available on all polyphase forms. Tift Detector Detects unauthorized movement or removal of the device INPUT/OUTPUT SIGNAL ICM Power Input Voltage Singlephase:120-240 VAC I Polyphase:120-480 VAC Capacitor Storage Bank(GSB) 3.3V/TTL compatible asynchronous FAT Reader 900 MHz radio supports 100G Gas and 100W+Water endpoints VERSION AND COMPATIBILITY Meter Hardware Version 3.1 Meter Firmware Version Singlephase:SR 6.1 or higher I Polyphase:SR 6.6 or higher OpenWay Tools Compatibility Singlephase:4.00.91 or higher I Polyphase:4.20.00 or higher OpenWay Collection Engine Compatibility Singlephase:SR 6.1 or higher I Polyphase:SR 6.6 or higher SPECIFICATIONS Regulatory and Industry Specifications Humidity Range Carriers Supported • FCC Part 15 Class B • 0%to 95%non-condensing • Verizon Wireless • ANSI C37.90.1 —1989:(SWC) Accuracy • Rogers Wireless • ANSI C1Z20(Class 0.5)—1998 • Meets ANSI 12.20 for accuracy • PTCRB Certified class 0.5%(Singlephase)and 0.2% • Network Carrier Certified (Polyphase) • Measurement Canada Certified • Optional Singlephase Adder.0.2% • Industry Canada Certified Accuracy Class • UL2735 Supported Meter Forms Temperature Range: Singlephase without Disconnect • Operating:[-400C,+85•C) • CL 200: 1S,2S, 12S,25S • Transmission(wireless):[-30°C,+70•C) • CL 320:2S Singlephase with Disconnect • CL 200: 1S,2S, 12S,25S Polyphase • CL 20:3S,4S,9S,9S/36S,45S • CL 100:1S • CL200:2S, 12S, 1BS • CL320:2S, 12S,16S CORPORATE HEADQUARTERS Join us in creating a more 1esouroeful mold. 2111 N Molter Road To learn more,visit bw.00m Liberty Lake,WA 99019 USA mile ltmnslrivesto makathamntemofilsmaftfiwmateda wbmelyandaccumeas possible,lwnmakesnod.,rs,promses, Phone: 1.800.635.5461 or guammeas ahem the accuracy,completeness,or adequacy of,and expresslycisclaimslebihty for wromar omissions in,such materials.Nowart motanyWnd,impked,expmssed,orstatutory.ncludingbwnalimae zmewanarib sofnomirMngemernofthitd Fax: 1.509.891.3355 party rights,hi merchamabiity,and(Messfor a particular puemse,agivenwith respect tothacontemafthese marketing materials. ®CopyrgMW15,Itran.Pll righ[sreservetl.101407SP-053116 { ® 6ol2 f e > £ / \ . $# E10 ! � �— / ) OMR t /{ EE B © 0 ;) \k ( ) 33 �f$ 2 \ )( §!! \ ! 00 �} ) r7 & 2] \m $ » 0 §% f// D � ! f : | $ / k \ �\ } \ 2 m § ! {) gym ` u _ 0 »2 k i ƒ 2\ §!2G 7 2 k; 2. 0 § 2 N w � § § $!f4 k § § kk {/ 0( § j § ! ol % `~k� | !{ ! rs ! ) - 0w K kk a } § ;fmm ; ;emu 2 �u2M=wr !k 12 E f� 0 § � 7 a{ �00;w( 0§§m _ { t ;$7k t / / c *) !!/$ \ ! 3: • @ § , e _ � } wori E a CC �, m ® m {�\k k ) ! � ; % rE !3 433E ® � \ Snap racIS UL LISTED E'V Mounting System 2703 i07 of J*R-_� :.< :.1 emu,�-•�,,-�- gyp.-' - .-_. _� - ROOF MOUNT SYSTEM SnapNrack Residential • Mounting Systerns • • - Compliant Installation I QIMS.E359313 -Mounting Systems,Mounting Devices,Clamping Devices and Ground ... Page 1 of 2 UL ONLINE CERTIFICATIONS DIRECTORY QIMS.E359313 Mounting Systems, Mounting Devices, Clamping Devices and Ground Lugs for Use with Photovoltaic Modules and Panels Pane Bottom Mounting Systems, Mounting Devices, Clamping Devices and Ground Lugs for Use with Photovoltaic Modules and Panels See General i f T for M u tine Systems Mountino Devices.Clamoino Devices and Ground Lugs for Use With Photovoltaic Modules and Panels SUNRUN SOUTH LLC,OSA SNAPNRACK E359313 775 Fle o Ln Suite 200 San Luis Obispo,CA 93401 USA Investigated Investigated for System Fire Cat. for Mechanical Classification No, Bonding Loading (A,B or C) Tested in Combination With Photovoltaic mounting system i Series Y N - UL Listed PV Modules: 350 REC Solar AS:REC214,REC215,REC220,REC225,REC230, REC235,REC240,REC245,REC250,REC25S,REC260,REC265, REC270,all followed by PE,PE(BLK),PE-US,PE-US(BLX),PE Q2 or PEQ3. Hyundai Heavy Industries Co Ltd: HiS-MxxxMG Series-HIS-M2301413,HIS-M21.31,113,HIS-142151,113,HIS- M218MG,HIS-1,122014G,HIS-1,1223MG,HIS-1,1225MG,HIS-M228MG, HIS-M230MG,His-M233MG,HIS-M235MG,HIS-1,1238MG,H15- M240MG,MIS-M243MG,His-1,1245MG,HIS-M248MG,HIS-IQSOMG, His-1,1253MG,HIS-N255MG,HIS-A258MG,HiS-1,1260MG,HIS- M263MG,HiS-M265MG,HIS-M268MG,His-M270MG; HiS-SxxxMG Series-HIS-S220MG,HIS-S22314G,HiS-5225MG,HIS- S228MG,HIS-5230MG,HIS-S233MG,HIS-S235MG,HIS-S23BMG, HIS-S240MG,HIS-S243MG,HIS-S245MG,HIS-S248MG,HIS- S250MG,HIS-S253MG,HIS-S255MG,HiS-S258MG,HIS-S260MG, His-5263MG,HIS-5265MG,HIS-S268MG,HIS-S270MG,HIS- S273MG,HIS-S275MG; all may be followed by the suffix BK or blank. Renesola Jlangsu Ltd:JCxxxM-24/0B Series-JC200M-24/Bb, JC205M-24/8b,JC210M-24/Bb,JC215M-24/8b,3C220M-24/5b, i JC225M-24/8b,JC23OM-24/Bb,JC235M-24/Bb,3C240M-24/Bb, 3C245M-24/Bb,JC250M-24/Bb,JC255M-24/8b,JC2601,1-2418b, Series Y N - JC265M-24/8b,JC270M-24/8b. 100 Suniva Inc-MVX-235.60-5-701,MVX-240-60-5-701,MVX-245-60- 5-701,MVX-250-60-5-701,MVX-255-60-5-701,MVX-260-60-5-701, MVX-265-60-5-701; MVX-235-60-5-7B1,MVX-240.60-5-701,MVX-245-60-5-781,MVX- 250-60-5-781,MVX-255-60-5.7BI,MVX-260-60-5-781,MVX-265- 60-5-781; OFT-250-60-4-800,OPT-255-60.4.800,OPT-260.60.4-800,OPT- 265-60-4-600,OPT-270-60-4-800,OPT-275-60-4-800; OPT-250-60-4-880,OPT-255-604-880,OPT-260-60-4-680,OPT- 265-60-4-850,OPT-270-604-880,OPT-275.604.880. Yingll Energy(China)Co Ltd-YLXXXP-29b Series-YL215P-29b, I. YL220P-29b,YL225P-29b,YL230P-29b,YL235P-29b,YL240P-29b, YL245P-29b,YL250P-29b,YL255P-29b,YL260P-29b; YLXXXA-29b Series-YL220A-291b,YL225A-29b,YL230A-29b, YL235A-29b,YL240A-29b,YL245A-29b,YL250A-29b,YL255A-29b. Trina Solar Ltd-TSM-215PA05,TSM-220PA05,TSM-225PA05,TSM- http://database.ul.com/egi-bin/XYV/template/LISEXT/IFRAME/showpage.html?name=Q... 1/13/2015 QIMS.E359313 -Mounting Systems,Mounting Devices, Clamping Devices and Ground... Page 2 of 2 Series Y N — 230PA05,TSM-235PA05,TSM-240PA05,TSM-245PA05,TSM- 200 250PAOS,TSM-255PA05,TSM-260PA05; TSM-215PA05.05,TSM-220PA05.05,TSM-225PA05.05,TSM- 230PA05.05,TSM-235PA05.05,TSM-240PA05.05,TSM-245PA05.05, TSM-250PA05.05,TSM-255PA05.05,TSM-260PA05.05; TSM-215PA05.08,TSM-220PA05.08,TSM-22SPA05.08,TSM- 230PA05.08,TSM-235PA05.08,TSM-240PA05.08,TSM-245PA05.08, TSM-250PA05.08,TSM-255PA05.08,TSM-260PA05.08; TSM-215PD05,TSM-220PD05,TSM-225PO05,TSM-230PDo5,TSM- 235PD05,TSM-240PDo5,TSM-245PDOS,TSM-250PDOS,TSM- 25SPDOS,TSM-260PDOS; TSM-215PD05.08,TSM-220PD05.08,TSM-225PD05.08,TSM- 230PD05.08,TSM-235PD05.08,TSM-240PD05.08,TSM- 246PD05.08,TSM-2501`1>05.08,TSMQ55PD05.08,TSM- 260P00S.08. NRTL Listed PV Modules: Hanwha SolarOne:Models HSL60P6-PS-2-230%HSI_60648-2- 23SQ,HSL60P6-P8-2-240Q,HS1.601`648-2-245Q,HSL60P6-P8-2- 250Q,HSL60P6413-2-255%HSL60P6-PB-2-260%HSL60P6-PB-2- 265Q,HSL60P6-PB-2-270Q; HSL60P6-PS-4-230%HSL60P6-PB4-235Q,HS1.60P6-PS-4-2400, HSL60P6-PB-4-245Q,HSL60P6-PB-4-250Q,HSL60PI5484-2550, HSL60P6-PB-4-260Q,HSL606-PB4-265Q,HSL.60P6-P8-4-270Q; may be followed by additional suffixes. Suniva Inc-OPTXXX-60-4-YYY; where XXX may be numbers 240 to 2701n increments of 5; where YYY may be 100; OPTXXX-60-4-YYY; where XXX may be numbers 235 to 265 In increments of 5; where YYY may be 180. Series N N A Type 1 PV Modules 100 Trademark and/or Tradename:"SNAPNRACK" Last Updated on 2014-08-26 Questions? Print this page Terms of Use Page Top 02015 UL LLC When the UL Leaf Mark is on the product,or when the word"Environment"is included in the UL Mark,please search the UL Environment database for additional Information regarding this products certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Certified and covered under UUs Follow-Up Service.Always look for the Mark an the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Assemblies,Constructions,Designs,Systems,and/or Certifications(files)must be presented in their entirety and in a non-misleading manner,without any manipulation of the data(or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission from UL"must appear adjacent to the extracted material.In addition,the reprinted material must Include a copyright notice In the following format: V 2015 UL LLC". http://database.ul.com/cgi-bin/XYV/template/LISEXT/I FRAME/showpage.html?name=Q... 1/13/2015 SERIES 100 UL ROOF MOUNT SYSTEM SnapNrack Solar • • Solutions The SnapNrack line of solar mounting solutions is designed to reduce total installation costs. The system's technical innovations have been proven to drive down costs and improve installation quality on more than 350 MW of solar installations. Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System is an efficient,visually appealing, photovoltaic(PV) module installation system.Series 100 UL is Listed - - - _ to the UL Standard 2703 for Bonding, meaning that all system components have been Certified by UL for Roof System in 4 Simple Steps: electrical continuity,eliminating the need for additional 1) Go to the online Series 100 Configuration grounding hardware.The System's components provide Tool (configure.snapnrack.com)and select an adequate bonding path which has eliminated the "Yes"for UL 2703 Listed need for grounding lugs and washers at each module, and bonding jumpers between splices.The UL 2703 2) Identify Site Conditions (Array Tilt, Building Listing ensures that SnapNrack partners can provide Height, Roof Type, Wind and Snow Loads) the best in class installations in quality, safety,and 3) Build array in the online Configuration efficiency. Tool and automatically generate a Bill of Materials. • All bonding hardware is fully integrated into the components 4) Place order with your distributor. Purchase material for a single project or order in bulk • No grounding lugs required for modules for additional savings • Rail splices bond rails together, no rail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel, no drilling of rail or reaching for other tools required (One Lug per individual row of modules) • Class A Fire Rating Type 1 and 2 modules U� LISTED PV Mounting System Patent Pending 2703 -Stainless Bolt with _ Stainless Steel ,- SnepNmck Bonding SnapNrack Standard Rail Split-Lock Washer Bolt with Split- "� - Splice Insert Lack Washer SnapNrack Bantling ~" -SnapNrack Adjustable End SnapNrack Splice Clamp Top ��`- Mid CloBonding Base Mid Camp ! -SnapNrack --SnapNrack Bantling SnapNrack - Bonding Adjustable End Clamp Bottom Bonding Stainless Hardware with with" Channel Nu[ Channel Nut Split-Lock Washers SnapNrack Bonding Washer Adjustable End Clamp SnapNrack Bonding SnapNrack Banding Mid Clamp Standard Rail ll Splice SnapNrack Ground Lug 10-6 AWG Copper Wire - SnapNrack Ground Lug _ t - -.�._- Assembly (ONE REQUIRED PER ROW OF )/ MODULES) y M4� SnapNrack Bonding Universal /E-A 1 Ea - End Clamp Wave .� i� 7 r �� 4 P �l - -UEC Pull Strap UEC Wedge Stainless Steel Bolt u- �Z�— with Flat Washer SnapNrack Bonding Universal End Clamp SnapNrack Bonding Standoff Clamp Assembly SnapNrack Serrated Stainless _10 'SnapNrack SnapNrack Bantling Rubber _ Steel Flange Nut Banding Channel Nut Rain Collar - Channel t� -Stainless Serrated Stainless Nut Flange Nut Steel Flange Bolt SnapNrack �. Stainless SnapNrack _ 92 Degree i ti Flange Mill Finish Bolt Standoff L Foot d --SnapNrack SnapNrack / All Purpose Mill Finish T LFoot Standoff tttt Base(1-Hole SnapNrack j�■�P� SnapNrack SnapNrack Metal Roof Base Shown) Mill Finish / - L Foot r-^yam Flashing Base Assembly L Foot Base SnapNrack Bonding J SnapNrack Bonding SnapNrack Metal Standoff Assembly L Foot Base with Flashing Roof Base Fact Bonding L Foot SnapNrack • / UL Technical Data Materials • 6000 Series aluminum • Stainless steel • Galvanized Steel and Aluminum Flashing Material Finish •Clear and black anodized aluminum •Mill Finish on select components Installation •Quick and efficient mounting •Adjustable hardware to ensure clean and level finish •All components bonded to ground with integrated bonding features Calcs.&Certifications • Listed to UL Standard 2703 for Grounding/Bonding and Fire Classification • Class A Fire Rating Type 1 and Type 2 Modules • Stamped Structural Engineering Reports for all 50 States Grounding • SnapNrack Grounding Lug (One Lug per individual row of modules) Warranty • 10 Year material and worksmanship(download full details at snapnrack.com) Snap rack- (877) 732-2860 www.SnapNrack.com 0 Printed on recycled paper using soy based inks. UL low to Configure Your System Series 100 rst calculate the spans and penetration count. There is Roof Mount- • System SnapNrack span calculation table on the back of this anual. Determine site conditions: general building height, Safety ray pitch, the wind speed, and snow load or topographicalAlways wear the ••. OSHA approved )ndition. Find appropriate railspan from table. safety equipmentg on _ .. pan Table Exampleequipment . _• Wilding Height 0 - 30 ft annually for wear and quality. krray Pitch 160 - Always wear proper eye protection. .012 IBC Wind Speed 120 mphwalking , the roof avoid - , :now Load 8 IbS/ft2 on installed rails. If this is unavoidable opo. Cond. None L-feet for fatigue be . - :ail Span 104" - Appropriate fall protection gear should should be !ail Span on 24" spacing roof 96" (8 ft) used when near the edge of roof. )o edge/corner reductions apply Yes, shaded cell Age Zone Span 72" (6 ft) :orner Zone Span 24" (2 ft) 30 ft.Roof Height i Table 1A:Rail Spans(in)for Roof Slopes and Tilt Angles 0•to 19• 6063A110y Wind Laid WE IIU 115 120 1251 130 1 133 1 1A 145 1 I50 1 155 1 I40 ITU 1%U IYO W 13.5 W) 18.4 2U.0 21b 123.3 1 25.1 12&9 1 28.8 1 30.7 1 3U 37.0 1L5 JU2 P. Pa -10] .11.7 •127 -ISIt di.9 -16.1 -173 4" 1 499 1 211 1 _S 0 0 10 9 20 15 -- 30 8 73 75 75 i0 31 bs 66 fin M fifi fifi s' 39 fi0 M M H, u0 60 fi0 60 i6 35 55 55 55 55 35 55 55 55 55 55 i 70 SJ 51 51 51 51 <1 31 51 SI 51 51 51 51 51 . Al is ix u ix ix u is ,x as u ix u u u S-Consult MODULE OVERHANG Notes (NOT TO EXCEED 25 tructural Engineer OF MODULE LENGTH) wing 4 / J �`.. UL Listed modules:See Appendix on page module. These systems have been evaluated for bonding.only to the requirements of UL Subject 2703. RAIL SPAN \` / systemThis has also been evaluated Classification for a steep-sloped roof with Type I modules. RAIL END OVERHANG - (NOT TO EXCEED 34%OF ACCEPTABLE RAIL SPAN) if i SERIES 100 UL & 200 UL SYSTEM IDENTIFICATION SnapNrack Residential PV Mounting Systems September 2014 Overview The SnapNrack Series 100 UL and 200 UL are listed to UL Subject 2703 for Bonding, meaning that all system components have been certified by UL for electrical continuity, eliminating the need for additional grounding hardware. The electrical continuity is achieved through three (3) main features: • Stainless steel bonding pins inserted into specific contact surfaces between components • Mill finishes on specific components to reduce electrical resistance • Fasteners selected for improved bonding capabilities Because these features are difficult to identify once a system is installed this bulletin provides guidance on how to visually identify the Series 100 UL and 200 UL against other SnapNrack mounting solutions. Packaging Identification SnapNrack's primary recommendation for identifying OIn1Ai�H a Series 100 UL or 200 UL system is to check the f component packaging. Since the individual components - nrvao do not bear the UL label the packaging is intended to «1° be the main identifier. It should be noted that Snap- In Grounding Lug is stamped with the "GR" symbol, and no other components are marked with this symbol z as specified in UL Subject 2703, Section 8.4. This packaging should be kept on site and made available to • + inspectors to ensure there are no questions whether the Figure t components installed are part of the UL Listed system. Figure 1 shows a typical package of twenty (20) Bonding Universal End Clamps bearing the UL Listing label. Boxes and other SnapNrack product packaging will bear the same UL Listing label for all Series 100 UL and 200 UL components. Product Identification The primary feature providing an electrical bonding path between components is a stainless steel pin installed on some of the mating surfaces. A mounting system being installed with these bonding components will identify a O Series 100 UL or 200 UL installation. Figure 2 shows the bonding pins installed at the contact 4 surface of the Bonding Universal End Clamp on the right, and the lack of pins in the non-bonding Universal End Figure 2 Clamp on the left. Since these pins are between mating surfaces of the Series 100 UL and 200 UL components it will be difficult to use these features as an identifier for installed mounting systems. The additional SnapNrack bonding components can be found in the SnapNrack UL Conversion Sheet. Figure 3 shows a feature of the Bonding Mid Clamp that can be used to identify a Series 100 UL or 200 UL system after the installation. The Bonding Mid Clamp has an open channel for the module spacer whereas the non- bonding Mid Clamp has a closed hollow feature. Also, non-bonding Mid Clamps will typically have a WEEB or similar grounding washers to bond the module to the rail. Since the UL 2703 Listing supersedes the requirement for additional grounding washers they are not required on a the Series 100 UL and 200 UL systems. Figure 3 uL LISTED PV Mounting System 2703 Snap r_/.ck- (877) 732-2860 www.SnapNrack.com Ibis Inlo,+adonis Can+dentull a Proprctary.Arry rcpred:.ceon.Gscbsure,oruu Uorepf s expressly prohibnM vnthout viir[:on opnnissian pl Snapnrac..Mc 0 2014 by SnapNrack PV Mounting System.All rights reserved. Friday,January 31,2014 Snap rack- SnapNrack ((�l o r m a n 775 Fiero Lane,Suite 200 San Luis Obispo,CA 93401 "Series 100 Roof Mount"Cover Letter cheel To Whom It May Concern, We have performed calculations for the 100 series roof mount PV system based on t r u c t u r a 1 the information provided by SnapNrack. Included with this letter are the report and calculations. We did the calculations in accordance with the 2012 IBC,ASCE 7-10, 2012 NDS, and guidelines slated in the Solar America Board for Codes and Standards. ngineer Some of the components in the SnapNrack test data were used to determine the capacity and section properties of materials. We collected the test data using the Fair Oaks,CA 9562a Sunrise Blvd. procedures outlined in the 2012 IBC Chapter 17. Fair (916)536-9585 (916)536-0260(fax) We included the following types of load combinations and building parameters into 1989 2013 our calculations: 74 yrarr ofuc Vence • ASCE 7-10 wind speeds from 110 mph to 190 for B and C exposure categories • ASCE 7-10 Seismic Design Category E • ASCE 7-10 Snow Loads up to 120 psf ground snow • Buildings with mean roof heights up to 60 foot tilt angles / roof pitches Norman Scheel,S.E. from 0 degrees to 60 degrees. LEED AP SD.0 I.FED AP Horns The calculations have also been completed in accordance with the 20061BC,2009 Fcllm<—SEADC IBC,and ASCE 7-05. To use the data contained in this packet for projects that are Fcllmv-ASCE P p J E-nail:nnrnen•ns:<.<nm being evaluated to the older ASCE 7-05 wind speeds,refer to Appendix A for a Rob Coon wind speed conversion chart. Find the ASCE 7-05(BBC 200612009)wind speed in General M..'gi the Chart in Appendix A,identify the corresponding ASCE 7-10(IBC 2012)wind E-tea:robconnna<sc<mn speed value,and proceed with using the charts contained in this packet with the Steve Smith P.E. adjusted wind speed value. 1 Proiml Manager E-.il: In our opinion, the mounting system, outlined by SnapNrack Series 100 PV 1 Mounting System Code Compliance Installation Manual, is acceptable and meets i Steven Cootoey the loading requirements as stated above. See the report and calculations included cn0 svpRvrvisor c, with this letter for more information. Jackie Winslow if there are any further questions,please contact Norm Scheel. OQFOF ESy om<e Manager pY- J.'T l E-.ma:i°°'i<r•"« Norman Scheel PE,SE LEED-AP BD+C,LEED-AP Homes O Z Fcllow SEAOC w o.2J67 S ; sl�lRUCTU�� \P>} 9 OF CAltFO�a" JAN 3 12014 I Series 100 Snap rack- Structural Report and Calculations Table of Contents Section Page Cover Letter I Summary Report 2 to 17 Building Department Support Calculations Calculations 0 to 30 ft.Mean Roof Height(6063 Rail) Cl to C15 Wind Calculations Velocity Pressures&MFRS Cl Component and Cladding C3 Seismic Calculations C7 Snow Loads C8 Rail Properties C9 65"PV Panel Connection to Rail CIO 78"PV Panel Connection to Rail CI 1 Lag Bolt Connection to Roof C12 Rail Span Chart Tilt Angle 0-19 degrees C13 Rail Span Chart Tilt Angle 20-36 degrees C 14 Rail Span Chart Tilt Angle 37-45 degrees C 15 Rail Span Chart Tilt Angle 45-60 degrees C 16 Building Depatfinent Support Calcrdadons Calculations 31 to 60 ft.Mean Roof Height(6063 Rail) C17 to C32 Wind Calculations Velocity Pressures&MFRS C17 Component and Cladding C19 Seismic Calculations C23 Snow Loads C24 Rail Properties C25 65"PV Panel Connection to Rail C26 78"PV Panel Connection to Rail C27 Lag Bolt Connection to Roof C28 Rail Span Chart Tilt Angle 0-19 degrees C29 Rail Span Chart Tilt Angle 20-36 degrees C30 Rail Span Chart Tilt Angle 37-45 degrees C31 Rail Span Chart Tilt Angle 45-60 degrees C32 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12812013 Page 3 Series 100 Snap rack- Structural Report and Calculations Introduction This report describes, illustrates, and explains the Structural Calculation Packet for SnapNrack's Series 100 Mounting System,dated 4/1212012. The calculations have been performed in accordance with the 2012 International Building Code (IBC). The racking system has been designed to withstand code-prescribed Forces due to its own weight, the weight of the solar panels,the snow loads,and both the wind and seismic forces. Rail Spans This report covers two different material options for the system rails. Although they are both aluminum,one tail option uses a 6063 alloy(25 ksi yield)and the other uses a 6005 alloy(35 ksi yield). Despite having different yield strengths,both types of rails support the PV panels. As for the rails themselves,they are supported by mounting hardware which attaches them to the roof structure with spans that are expressed in inches. Refer to the tables below for rail spans under varying conditions of rail alloy and roof height. Shaded cells require an edge zone adjustment(see details following charts). Notes for Tables IA thru 2H 1. Determine the mean roof height, tilt angle, and rail alloy (if you are unsure, use the 6063 alloy values). For mean roof heights less than 30 feet, use Table IA/2A for tilt angles less than 19 degrees,Table 1 B/2B for tilt angles between 20 and 36 degrees,Table IC12C for tilt angles between 37 and 45 degrees,and Table lD/2D for tilt angles between 46 and 60 degrees. For mean roof heights between 31 and 60 feet use Table IE12E for tilt angles less than 19 degrees, Table iF/2F for tilt angles between 20 and 36 degrees,Table 1 G/2G for tilt angles between 37 and 45 degrees,and Table I H/2H for tilt angles between 46 and 60 degrees. 2. Determine the wind and snow load for the project site from the building department. Make certain to use 2012 IBC wind loads. Locate the wind load in the table across top rows and the snow load down the left columns to find corresponding maximum rail span. 3. For snow loads,column Pg equals the ground snow. 4. Shaded cells require application of an edge zone adjustment(details to follow). I I N$SE 5022 Sunrise Boulwud Fair Oaks CA 95628(916)536-9585 Rev. 12I312013 Page 5 I I Series 100 Snap rack- Structural Report and Calculations 0-30 ft.Roof Height Table SC:Rail Spans(in)for Roof Slopes and Tilt Angles 37'to 45' 6063 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 qh 153 16.9 18A 20.0 21.6 233 25.1 26.9 28.8 30.7 328 37.0 41.5 463 Pp Ps 4.7 •Z3 -7.9 4.6 .9.3 •10.0 •10.8 -11.6 .1+4 •13.2 •14.1 .15.9 •n.8 •19.9 0 0 120 120 120 120 120 120 116 111 106 102 98 91 85 80 .tea. 10 8 112 III 110 109 IN 107 105 104 103 102 I 98 91 85 8D e 20 15 89 89 89 89 89 89 88 88 87 87 86 85 83 80 0 '4 30 23 75 75 75 75 75 75 75 75 75 75 75 75 74 73 3 c 00 31 66 66 66 66 66 66 66 66 66 66 66 66 66 66 n 50 39 60 60 60 W 60 60 60 60 60 60 60 60 W 60 c I? 60 46 55 55 55 55 55 55 55 55 55 55 55 55 55 55 (7 70 54 51 51 51 51 51 51 51 51 51 51 SI 51 51 SI 80 62 4B 48 48 48 48 48 48 48 48 48 48 48 48 48 100 77 43 47 43 43 43 43 43 43 43 43 43 43 43 43 120 92 d0 40 d0 i0 40 40 40 40 10 40 40 40 1 40 40 0-30 ft.Roof Height Table 1D:Rail Spans(in)for Roof Slopes and Tilt Angles 46'to 60' 6063A11oy Wind Load Vull 110 115 120 125 130 135 1 140 145 150 155 160 170 180 190 qh 15.5 16.9 18.4 20.0 21.6 233 25.1 269 288 303 328 37.0 41.5 462 Ps P+ b3 46.9 -7.6 .8.2 -8.9 -9.6 .10.3 -11.0 -11.8 .12.6 -13.4 .153 -17.0 •18.9 n. 0 0 120 120 120 120 US 115 113 I 110 107 105 101 94 8B 92 .a. to 8 106 [as 104 102 101 too 98 I 97 96 94 93 90 3S 82 0 20 IS 89 8B 87 87 86 85 84 83 L 82 SI M48 6 3 30 23 75 75 75 75 75 75 75 74 74 73 72 In 40 31 66 66 66 66 66 66 66 66 66 66 66 3 'O 50 79 60 60 6D 60 60 60 60 60 60 60 60 9 c 2 60 46 SS 55 55 55 55 55 55 55 55 55 55 5 O 70 54 51 51 51 51 51 51 51 51 51 51 51 1 go 62 48 48 48 48 48 48 48 48 40 48 48 8too77 43 43 43 43 43 43 43 43 43 43 43 3120 52 d0 40 40 40 40 d0 40 40 40 40 40 0 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev.12/312013 Page 7 Series 100 Snap rack. Structural Report and Calculations 31-60 ft.Roof Height Table SG:Rail Spans(in)for Roof Slopes and T71tAngles 37'to 45' 6063AIloy Wind Load VUII 110 115 1 120 1 125 1 130 1 135 1 140 1 145 150 1 155 160 170 190 190 4h 17.9 19.5 1 21.2 123.1 1 24.9 1 269 1 28.9 1 31.0 33.2 1 35.4 1 37.8 1 42.6 1 47.8 1 533 Pa P4 -7.7 41.4 -9.1 -9.9 -10.7 -11.6 -12.4 -133 -143 -152 -162 .183 .20.6 .27-9 pC 0 0 120 120 120 120 116 111 106 101 97 93 90 84 79 74 p 10 1 8 IIO 109 108 107 106 101 107 I01 97 97 90 94 79 74 c 20 15 89 89 89 89 89 88 87 86 86 85 84 83 79 74 30 23 75 75 75 75 75 75 75 75 75 75 75 74 73 P- y40 71 � 66 66 66 66 66 66 66 66 66 66 66 66 66 i'c 50 39 60 60 60 60 60 60 60 60 60 60 60 60 60 60 2 60 46 55 SS 55 55 55 55 55 55 55 55 55 5$ 55 55 70 54 51 51 51 51 51 51 51 51 51 51 51 51 51 SI g0 62 46 48 48 48 48 48 46 48 48 48 48 48 48 48 100 77 tl 43 47 43 3 d3 43 43 q 47 43 43 43 43 120 92 40 40 40 40 40 40 40 40 40 40 40 40 40 40 31-60 ft.Roof Height Table 1H:Rail Spans(in)for Roof Slopes and Tilt Angles 46'to 60' 6063 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 I50 155 I60 170 180 190 9h 179 19.5 21.2 23.1 249 26.9 28.9 31.0 33.2 35.4 37.9 42.6 47.8 533 Pe P1 -73 .8.0 4.7 AS -102 -11.0 -119 -12.7 -13.6 4U -155 -17.5 -19.6 -21.8 C 0 0 1-0 120 119 116 113 110 107 I04 100 96 93 86 81 76 10 g 107 103 191 IW 98 97 96 94 97 91 90 96 SI 76 c 20 15 88 87 66 85 84 83 82 81 81 80 79 77 75 73 3 30 23 75 75 75 75 75 74 73 73 72 72 71 70 68 67 n 40 31 66 66 66 66 66 65 66 66 66 65 65 64 63 62 I 50 39 60 60 W 60 60 60 60 60 60 W 60 60 39 58 V 60 46 55 55 5S 55 55 55 55 55 55 55 55 55 55 54 70 54 51 51 SI 51 51 51 51 51 51 51 51 51 51 51 g0 62 48 48 48 48 48 48 48 48 48 48 48 48 48 48 100 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43 120 92 40 40 40 40 40 40 40 40 40 40 40 40 40 40 i NSS1: 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 9 I Series 100 Snap rack- Structural Report and Calculations 0-30 ft.Roof Height Table 2C:Rail Spans(in)for Roof Slopes and Tilt Angles 37'to 45' 6005AIloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 46 155 169 18A 20.0 21.6 233 25.1 26.9 18.8 30.7 32.8 37.0 415 46.2 Pe P4 &7 .73 -7.9 -8.6 -93 .10.0 -108 .11.6 -12.4 -13.2 .14.1 .15.9 -178 -191 0 0 1" 144 144 144 144 144 139 133 127 122 IN I 109 102 96 $ 10 8 134 133 132 130 129 128 127 125 124 1II 118 109 101 96 70 15 106 106 106 106 106 106 106 105 105 101 103 1 101 100 % o - 3 30 23 90 90 90 90 90 90 90 90 90 90 90 90 89 88 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79 c 50 39 72 72 72 72 72 72 P_ 72 P_ T_ 72 n 72 n ° 60 L6O6-6 66 66 66 66 66 66 66 66 66 66 66 66 66 7062 fi2 62 62 62 62 62 62 62 6262 62 62 60 58 58 58 58 58 58 58 58 58 58 58 58 58 100 52 52 52 52 s2 s_ 52 52 52 52 52 52 52 120 48 48 48 48 48 48 48 48 48 48 48 48 48 0-30 ft.Roof Height Table 20:Rail Spans(in)for Roof Slopes and Tilt Angles 46'to 60' 6005 Alloy Wind Load Vull 110 115 120 125 130 135 140 145 150 155 160 170 190 190 96 155 16.9 MAI 20.0 21.6 233 75.1 26.9 288 30.7 32.8 37.0 41.5 46.2 Pg Pt .63 .6.9 -7.6 -U �8.9 .9.6 -103 .11.0 .118 -1?6 -13A =153 -17.0 -189 C 0 0 W W 144 1" 142 139 135 132 IN 126 121 113 105 99 e 10 8 128 126 124 R3 121 120 118 116 115 IU 112 IN 105 99 a 20 15 106 106 105 104 103 102 101 100 99 98 97 95 93 91 30 23 90 90 90 90 90 90 90 89 88 88 87 85 84 82 0 40 31 1 79 79 79 79 79 79 79 79 1 79 79 79 78 77 76 N 50 39 72r2 72 72 n P- 72 72 n_ n 73 72 72 71 2 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 O 70 54 T_ 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/312013 Page I I Series 100 Snap rack- Structural Report and Calculations 31-60 ft.Roof Height Table 2G:Rail Spans(in)for Roof Slopes and Tilt Angles 37'to 45' 6005Alloy Wind Load VOit 110 115 120 125 130 135 140 145 150 155 160 1 170 190 190 96 179 195 212 23.1 24.9 26.9 28.9 31.0 332 35.4 37.8 1 426 1 47.8 1 533 Pb P$ 7 -8.4 -9.1 -9.9 -10.7 -11.6 -12.4 -133 -143 -152 -162 -18.3 -20.6 -229 C 0 0 174 144 144 144 139 133 127 it 117 112 109 101 94 99 10 8 132 131 129 IU 127 125 124 122 117 112 103 101 94 89 e 20 15 106 106 106 106 106 105 105 IN I 102 101 99 94 89 a' 3 30 23 90 90 90 90 90 90 90 90 90 90 90 89 87 86 y 40 31 M 79 79 79 79 79 79 79 79 79 79 79 79 79 c 50 39 T� n 73 r T_ r r 72 72 T_ 72 7-1 72r 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 1 6E 62 62 62 62 62 62 62 62 62 62 62 62 80 62 5B 58 58 58 58 58 58 58 58 58 58 58 58 58 IW Td s2 52 52 52 52 52 52 52 52 52 52 52 52 52 I20 92 48 48 1 48 49 48 1 48 1 48 1 48 48 1 48 1 48 1 48 48 96 31-60 ft.Roof Height Table 21-1:Rail Spans(in)for Roof Slopes and Tilt Angles 46'to 60' 6005A11oy Wind Load Vult 110 115 1 120 125 130 135 140 145 150 155 160 170 180 190 96 17.9 195 212 23.1 24.9 26.9 28.9 31.0 332 35.4 37.8 426 47A 533 i PE P. -73 . O - 7 AS -102 -11.0 -11.9 -177 -13.6 -145 -15-5 -175 -19.6 8I.8 G` 0 0 141 144 143 139 I 136 132 129 125 120 115 111 104 97 91 $ IO B 1'3 1, 122 120 118 116 115 113 I11 110 IN IN 97 91 j9243 105 IN 103 102 101 100 99 98 97 9690 90 90 90 90 89 68 BT 87 86C414 &'� 80 79 79 79 79 79 79 79 79 79 79 76 74 72 72 r_ r_ r r 72 72 72 r 70 6966 66 66 66 66 66 66 66 66 66 6562 62 62 62 62 62 62 62 62 62 6258 58 56 58 58 5S 58 58 5B 58 58 5852 52 52 52 52 5'_ 52 52 52 52SE48 d8 48 48 48 aB 4Ir 48 d8 A8 48 4E I i NSSE SOL Sunrise Boulevard Fair Oaks CA 95626(9I6)536.9585 Rev. 12/3I2013 Page 13 I C j Series 100 Snap crack- Structural Report and Calculations Summary Charts and Topographic Factors The attached pages of this summary contain some of the most common building configurations with varying wind speeds. These charts serve as quick references for looking up maximum rail spans based on the building and site conditions. However, it must be noted that for any building where a topographic factor is applied (e.g. hills, mesas,seashore),the rail span lengths given might exceed what is allowed for the given site condition. In that case, a registered structural engineer shall evaluate the exact topographic conditions for the specific site. End Zone and Edge Distances The edge zones and/or end zones of the roof area shall be determined based on the building's least horizontal dimension(LDH). The edge zone, "a", is equal to 10%of the LDH where a=.1 * LDH. It should be noted that if the solar panels installed cross two different roof sections,the smaller LDH shall be used. Rail spans in the comer zone shall be a maximum of 24 inches and this restriction will only apply to the rail attachments located in the end and edge zones (does not apply to modulus or rails that overhang into the zone). Furthermore, all edge zones requiring an adjustment (shaded cells in chart) shall be reduced by 24 inches to a minimum of 32 inches. END/EDGE7.0NE i i u 4 ZO I: 1 O I . LI %. • 1 CORNER ZONE. Detail 1 roof end/edge and corner zones NSSE 5022 Sunrise BoulcvaM Fair Oaks CA 95628(916)536.9585 Rev. 12131013 Page 15