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PMT16-02142
City of Menifee Permit No.: PMT16-02142 29714 HAUN RD. Type: Residential Electrical �I-�CCEL/? MENIFEE, CA92586 MENIFEE Date Issued: 07125/2016 PERMIT Site Address: 33679 DAILY RD, MENIFEE, CA 92584 Parcel Number: 384-020-011 Construction Cost: $11,000.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM 22 MODULES, 1 INVERTER,6.16kW Work: Owner Contractor ANTONIO RUIZ SOUTH WEST SUN SOLAR INC 33679 DAILY RD 5871 WESTMINSTER BLVD STE C MENIFEE,CA 92584 WESTMINSTER, CA 92683 Applicant Phone:7145823909 TUYEN NGUYEN License Number: 1004667 SOUTH WEST SUN SOLAR INC 5871 WESTMINSTER BLVD STE C WESTMINSTER, CA 92683 Fee Description gyt Amount fEl Receptacle, Switch, Outlet&Fixture 1 116.00 Building Permit Issuance 1 27.00 Additional Plan Review Electrical 158 157.50 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 2.00 General Plan Maintenance Fee-Electrical 1 5.80 $309.30 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_Permit Template.rpt Page 1 of 1 LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects I hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law). Chapter9(commencing with section 7000)of Division 3 of the Business and D I am exempt from licensure under the Contractor's State License Law for Professions Code and my license is in full force and effect, /r'' (/7 the following reason: License Class G 10 License No. !o to� By my signature below I acknowledge that,except for my personal residence ExF it �Signature in which I must have resided for at least one year prior to completion of WORKER'S COMPENSATION DECLARATION improvements covered by this permit.I cannot legallysell a structure that I have built as an owner-builder if it has not been constructed in Its entirety by o I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when compensation,issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code,for the performance of work for which this application is submitted or at the following website: this permit is issued. www.leainfo.ca.eov/calaw.html. P°R # Date�Lf- glF'lave and will maintain workers compensation insurance,as required by PROPERTY OWNER ORAUTHORIZED AGENT section 3700 of the Labor Code,forthe performance of the work for which ❑By my signature below l certify to each of the following:I am the property this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number are: /�� application and the information I have provided is correct.I agree to comply Cartier_�( y with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to Policy it?`�`7 /2 Expires_ / 7 enter the above identified property for inspection purposes. (This section need not to be completed is the permit is for one-hundred dollars($100)or less '` Date y4w D I certify that in the performance of the work for which this perm([is issued, PROPERTY OWNER OR AUTHORIZED AGENT I shall not emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE g workers compensation laws of California,and agree that if I should become subject to the workers compensation provisions of Section 3700 of the Labor HAZARDOUS MATERIAL DECLARATION Code Applicant ashall forthwithwith those Will mixture appcontaiant ning a futurehazardous ous ing material pant equal to or greater ousthat material or a Applicant Date to mixture tontaininga hazardous material equal to orgreaterthat the nis specified on the Hazardous Materials Information Guide? WARNING: am is FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑No UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN Will the intended use of the building by the applicant or future building ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR occupant require a permit for the construction or modification from South IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES Coast Air quality Management District(SCAQMD)7 See permitting checklist for elines CONSTRUCTION LENDING AGENCY es o No I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility he within 1000 feet of the lending agency for the performance of the work which this permit is issued ou boundary of a school? (Section 3097 Civil Code) ArYes D No OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAOMD I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of Contractors License Law for the reason(s)indicated below by the /hd s Health 14 Safety Code,Section25505 and 25534 concerning checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 us material reporting. Business and Professions Code).Any city or county that requires a permit to �Z°�� construct,alter,improve,demolish or repair any structure,priorto its Date2 issuance,also requires the applicant for the permit to file a signed statement PROPERTY OWNER OR AUTHORIZED AGENT that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING(RRP) License Law(Chapter 9(commencing with Section 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt from licensure The EPA Renovation,Repair and Painting(RRP)Rule requires contractors and the basis for the alleged exemption.Any violation of Section 7031.5 by receiving compensation for most work that disturbs paint In a pre-1978 an Applicant for a permit subjects the applicant to a civil penalty of not more residence or childcare facility to be RRP-certified firms and comply with than($500). required practices.This includes rental property owners and property managers who do the paint-disturbing work themselves or through their D I,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.ena.gov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 70",Business and Professions 1-800-424-LEAD(5323). Code;The Contractors State License Law does not apply to an owner of a property who,through employees'or personal effort,builds or improves the o An EPA Lead-Safe Certified Renovator will be responsible for this project property provided that the improvements are not Intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of completion,the Owner-Builder will have the burden of proving that it was Firm Certification No.: not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm is required for this project because: 01,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP Acknowledgement. Menifee PMT16-02142 07/15/2016 EsGil Corporation In(Partnership with Government for Buifding Safety DATE: 07/15/2016 ❑ APPLICANT Q--rRIS. JURISDICTION: Menifee ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: PMT16-02142 SET: I PROJECT ADDRESS: 33679 Daily Road PROJECT NAME: Ruiz 6,000 watt rooftop PV 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: �) Fax #: Mail Telephone Fax In Person E-mail: ❑ REMARKS: By: Morteza Beheshti Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 7/11 Menifee PMT16-02142 07/15/2016 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Menifee PLAN CHECK NO.: PMT16-02142 PREPARED BY: Morteza Beheshti DATE: 07/15/2016 BUILDING ADDRESS: 33679 Daily Road BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code nnnf iManual Input Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance W Type of Review: ❑ Complete Review ❑ Structural Only ❑Repetitive Fee ❑ Other Repeats —Hourly 1.5 Hrs. @ `/ EsGil Fee $105.00 $157.50 " Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc+ Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,California,92627 Email:dass.structural@gmail.com, Mobile No-9492957943 STRUCTURAL CALCULATIONS City at Menitep Building & Saletyept. JUL 0 8 2% R6oFC;-9av'Dd EVALUATION FOR PV INSTALLATION uilding Department Q�OFESS/ hQ°Q��1EEN 9�� ittal W No.74200 r * ly 6 , 2016 9 CIVIC o. ctAddress: Antonia Ruiz 33679 Daily Rd, O Menifee, CA 09 P Y010 Phone 949.295.7943 1 1931 Newport Blvd, Costa Mesa, CA 92627 Antonia Ruiz 1/11 Dass Structural Engineers 1931 Newport Blvd, Costa Mesa,California,92627 Email:dass.structural@gmail.com, Mobile No-9492957943 Structural Evaluation Report for Roof PV Installation Scope: Structural Evaluation includes checking of the added weight to be less than 5%allowable dead load and added mass is less than 10%of existing building mass per chapter 34 of CBC.The design involves the withdrawal design for lag screws for wind.All other component installation and design are per manufacturer recommendations Subject:Structural Evaluation of Existing Roof and Supporting Members for Additional Loading from PV Installation for the detached single unit building. Existing Structural Description: The Structural information for the building was obtained by site investigation performed by Southwest Sun Solar, Inc.The roof is made of 2x4 at 24"o.c,with 7' max span, with at least a min%:" plywood topped by shingles.The lateral force resistance for the building is achieved by light framed stud walls in both perpendicular directions.The%"thick plywood acts as a diaphragm and distributes lateral forces. Proposed PV Layout and System: Southwest Sun Solar Inc, proposes to install Solar Panels per the PV plans to produce the intended power output.A Typical PV System consists of Solar Panels installed on an Aluminum Racking system made of Rails and Connection angles.And the resulting lattice system is connected to the existing roof joists via lag screws.The panels and the racking system are rated for 130 Mph (Strength)wind velocity per manufacturer's specifications. Please see the Appendices for Layout and Connection method. Structural Calculations: Structural Assessment and Conclusion: Gravity Loading:The proposed PV system does increase the gravity weight on the structure, however, it does not increase more than 5%of the total dead load as stipulated by Chapter 34 of CBC-13. Please see the attached spreadsheet report under LOAD CRITERIA AND LOAD INCREASE CALCULATIONS for detailed calculations. Hence, no retrofit of the roof is required.As a conclusion,the roof can handle the additional weight from the PV Panels. Wind Loading: The proposed PV system has a very low profile and does not create any secondary eddies on the roof level and hence the Roof profile has no dynamic impact on the wind flow over the building. The Installation of the PV system does not increase the wind loading on the building.The panels and the racking system are rated for 130 Mph(Strength)wind velocity per manufacturer's specifications.As per the calculations,the uplift forces are well within the allowable connection capacity. Phone 949.295.7943 1 1931 Newport Blvd, Costa Mesa, CA 92627 Antonia Ruiz 2/11 Dass Structural Engineers 1931 Newport Blvd, Costa Mesa,California,92627 Email:dass.structural@gmail.com, Mobile No-9492957943 Snow Loading: No Snow load has been considered. Seismic Loading:The proposed PV system does increase the weight on the structure,however, it does not increase more than 10%of the seismic mass as stipulated by Chapter 34 of CBC-13.Therefore,no seismic retrofit of the structure is required. All the connections of the PV system to the existing roof members are designed to carry seismic forces generated during a seismic event. Installation of PV Racking: Typical PV panels are arranged in a portrait or landscape format.The entire array is supported by an aluminum racking system.The aluminum racking system consists of two continuous rails running parallel to the length of the panel in a portrait array format. Each of the rails are connected to two predrilled holes at the bottom of the panel frame as specified by the manufacturer.The rails are connected to the mounting angles/Fast Jack providing setoff distance to the roof.The angles/Fast Jack are connected to the roof joist/trusses with lag screws.Typically,a minimum of two bolts are common to each panel.The roof mounts with lag screws are arranged in an approximate grid format of 6'-0" maximum spacing. The rails are specific to each job and selected from the manufacturer catalog which are rated for applications at different wind velocities. Please refer to the lag screw design calculations. Serviceability Issues: The resulting deflection of the joist due to the added loads is negligible. Please note that this report doesn't warranty any existing deficiencies in structure or contractor's workmanship or work performed by other subs.This report and calculations have been performed based on information provided by the contractor. Please contact Dass Structural for any questions regarding this report. Thanks, Praveen Dass, P.E Structural Engineer Phone 949.295.7943 1 1931 Newport Blvd, Costa Mesa, CA 92627 Antonia Ruiz 3/11 Dass Structural Engineers 1931 Newport Blvd, Costa Mesa, California, 92627 Email: praveensjce@hotmail.com, Mobile No-9492957943 (Ex) LOAD CRITERIA & LOAD INCREASE CALCULATIONS CHECK FOR ADDED MASS << 10% OF BLDG WEIGHT PRE CBC CH 34 Location: (E) Roof System: 1/2"Plywood Roof with Shingles Gravity DL(psi) (Ex)Undedayment 1.0 (Ex)Shingles 2.7 (Ex)(1) 1/2"plywood 1.6 (Er)2x Framing 0.6 (Ex)Insulation 1.0 (Ex)Mech/Misc. 1.0 (Ex)Gyp Board 2.8 10.7 psi LL=20 psi reducible+Mech'I Units For Gravity Design Dead Load 10.7 Say 11 psf Seismic OL(psi) Partitions and Exterior Walls 16.0 26.7 Say 28 psi Noes: 1.Existing Framing a.(Ex)2x Framing=0.63 pat %Increase In Dead Load on the Existing Roof (Ex)Roof Area (EX)Roof Wl (M Add Roof %Increase in Remarks sq n Psi Load(R's) Roaf D.L 3000 1 11 880 1 2.67% 1 5%,Hence OK %Increase in Mass on the Existing Roof (Fx)Rooi Area (Ex)Roof Wt (N)Add Roof %Increase in Remarks sq fl psf Load(#'s) Roof D.L 3000 28 880 1.05% 1 10%,Hence OK Antonia Ruiz 4/11 COMPANY PROJECT Imo. WoodWorks somugnou worm os,cn Feb.21,201612:15 Typ Joist Check Design Check Calculation Sheet Wood Works Sizer 10.2 Loads: Load Type Distribution Pat- Location [ft7 Magnitude Unit tern Start End Start End Loadl Dead Full Area 9.50 (24.0)+ psf Load2 Roof constr. Full Area 20.00 (24.0)* ps£ Self-weight Dead Pull UDL 1.2 pJf *Tributary Width (in) Maximum Reactions(lbs), Bearing Capacities(lbs)and Bearing Lengths(in) : 7.54' 0. 7.5' Unfactored: Dead 76 76 Roof Live 151 151 Factored: Total 227 227 Bearing: Capacity Joint 469 469 Supports 586 586 Anal/Des Joint 0.48 0.48 Support 0.39 0.39 Load comb #2 #2 Length 0.50+ 0.50* Min req'd 0.50* 0.50+ Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.25 1.25 Fc au1 625 625 'Minimum bearing length setting used:1/2"for end supports Lumbersoft,D.Fir-L,No.1,20(1-1/2"x3-1/2") Supports:All-Timber-soft Beam,D.F[r-L No.2 Roof joist spaced at 24.0"a/c;Total length:7.64'; Lateral support top=full,bottom=at supports;Repetitive factor:applied where permitted(refer to online help); Analysis vs.Allowable Stress (psi)and Deflection (in) using NOS 2012: Criterion Analysis Value IDesign ValuelAnalysis/Design Shear fv = 59 Fv' = 225 fv/Fv' = 0.26 Beading(+) fb = 1660 Fb' = 2156 fb/Fb' = 0.77 Live Defl'a 0.31 = L/287 0.38 = L/240 0.83 Total Defl'a 1 0.50 = L 180 0.94 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' ISO 1.25 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 1000 1.25 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.7 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.62 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+Lr, V = 226, V design = 207 lbs Sending(+) : LC #2 - D+Lr, M - 424 lbs-ft Deflection: LC #2 = D+Lr (live) LC #2 = D+Lr (total) D=dead L=live S=snow W=wind 2=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 9e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow_) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection- Antonia Ruiz 5 1 Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,California,92627 Email:dass.stracutral@gmail.com,Mobile No-9492957943 Wind Design per ASCE 7-10 Data: Exposure= C Wind speed V 130 mph(ultimate) Kz= 0.94 Table 30.3-1 ASCE 7-10 Kd= 0.85 Table 26.6-1 ASCE 7-10 1= 1 ASCE 7-10 Kzt= 1.00 Ttpograpbk Mulllpllen for Exposure C K.Mullippler K Multl n K M11u111 Iler [III, 2-D 2-D 3-D s/L. 2-D AN a/L. 2-11 2-D 3-D Ridge Evan rp. Asisyym. Escarp. Other Ridge Escarp. Aidaym. H01 Cases HIM 0-20 0.29 -D.17 031 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.25 0.36 0.21 0.26 0.50 0.98 0.67 0.10 0.74 0.78 0.67 030 0.43 0.26 032 1.00 0.75 0.33 0.20 0.55 0.61 0.45 035 0.51 030 0.37 150 0-63 0.00 030 0.41 DA7 030 0.40 0.58 034 0.42 7-00 0-50 0.00 0.40 030 037 0.20 - 0.45 0.65 0.38 0.47 2.50 0.38 0.00 0.50 0.22 0.29 0.14 0.50 0.72 0.43 053 3.00 0.25 0.00 0.60 0.17 OM 0.09 3.50 0.13 0.00 0.70 0.12 0.17 0.06 4.00 0.00 0.00 0.90 0.09 0.14 0.04 0.90 0A7 0.11 0.03 1.00 0.05 010E 0.02 150 0.01 0.02 0.00 2.00 0.00 0.00 1 0.00 Notes: 1. For values of 111/I.s,u7-,and sfl.,,odwr than those shown.linear interpolation is permitted. 2. For III">0.5.tsnmm H/l.,=0.5 ror evnlunting K,and urbs0htte 211 for 4 for evalualing K,and K,. 3- Multipliers are baud on the assumption that wind approaches the hill ar eaenrptnent along the direction of ntacimum store. 4. Notation: H;Height of hill or aecarpritent relative to the upwind temim in feet finelers). Lh: Disteacc upwind ors t to where use difference in Around elevation it half the height of hill or a urpmeet,in fen(teeters). Kt: Factor to accoura for shape of topographic feature and trstsimmn specd-up emecl. Kt: Foam to account for reduction in speed-up with distance upwind or downwind of vest. K,: Foctm to account fm redusuon in speed-up with height above local terrain x: Distance(upwind or downwind)from the crest to the building she.in feet(rnetera). Z Hetght above Inca]gourd level-in feel(meters). µ Horimtrtal attenuation factor. Y. Heighl ancntration factor. q=0.00256K,KaKdV21 q= 21.60 psf(Allowable) Windforce Estimation for Mono Slog roof per fig 6-18A ASCE 7-10 Gust Factor G= 0.85 Rigid Structure Antonia Ruiz 6/11 Dass Structural Engineers 1931 Newport Blvd,Costa Mesa,California,92627 Email:dass.strucutral@gmail.com,Mobile No-9492957943 Component Forces per ASCE 7-10 +a ]a .0 a. — — .0 u I t u 7 10 a) SD 100270 SOotm1 ptl "P➢1 Its PA lilt, f= Input Data: El%ct a Wind Area,it 2(rn2) Roof Angle= 45 Degres Joist/Truss Spacing 24 in Joist/Truss Trib Span 14.67 ft ROOF COMPONENT WIND PRESSURES: VERTICAL FORCES GCPI. 0.18 Fig 26.11-1 ASCE 7-10 GCP,- -0.18 Fig 26.11-1 ASCE 7-10 Effective Wind Area 29.34 sq ft Note:The Panels are installed within the Zone 1 of the roof as per Fig 30.4-213 ASCE 7.10 Zone 1 GCP Values GCP+ 0.3 (Downward Pressure) GCP- -1 (Uplift Pressure) Max Downward Pressure= 10.4 psf Max Uplift Pressure= 25.5 psf Typical Bolt Trib Width 33 in Typical Bolt Trib Length 72 in Demand Boll Tentions 421 Ibs Demand Bolt Shear 153 Ibs Antonia Ruiz 7/11 Dass Structural Engineers 1931 Newport Blvd, Costa Mesa, California, 92627 Email: dass.strucutral@gmail.com,Mobile No-9492957943 Seismic Forces per Chapter 13, ASCE 7-10 0.4aPSDSu'P 2 - , QI ) Fp is not required to be taken as greater than tr Fp = 1 .6SDSI17WP 0 3. 3-2) and FP shall not be taken as less than Fp = 0.3SDSIP WP ( 13.3-3,) Input Data: Sds = 2.446 g's aP= 1 RP= 2.5 z/h = 1 Trib Area = 16.50 sf per bolt Trib Mass = 2.8 psf Wp= 46 Ibs per bolt FP= 54 Ibs per bolt(Ultimate) Antonia Ruiz 8/11 Dass Structural Engineers 1931 Newport Blvd,Costa Mesa, California, 92627 Email: dass.strucutral@gmail.com,Mobile No-9492957943 LAG BOLT DESIGN CHECK PER NDS 12 FOR TYPICAL FLAT BED SYSTEM Check for 5/16" Lag Screw w/2.25" minimum penetration, W/ Cd=1.6 Bolt Forces Seismci Loadings on bolts: Horizontal Force per Each Bolt 39 Ibs (Allowable) Allowable Shear Load per NDS 208 Ibs The Bolt is OK Wind Loadings on bolts: Vertical Force per Each Bolt 421 Ibs Horizontal Force per Each Bolt 153 Ibs NDS Values for 5/16" dia Lag Screw w/2.25" Embedment Allowable Tensile Load per NDS 957.6 Ibs The Bolt is OK Allowable Shear Load per NDS 304 Ibs The Bolt is OK Tension and Shear Interaction 0.94 < 1.0, The Bolt is OK Conclusion: Provide: 5/16" Lag Screw w/2.25" minimum penetration Antonia Ruiz 9/11 DOWEL-TYPE68 11.2 Reference Withdrawal Design Values 11.2.1 Lag Screws 11.2.1.2 When lag screws are loaded in withdrawal from end grain,reference withdrawal design values,W, 112.1.1 The reference withdrawal design values,in shall be multiplied by the end grain factor, Cg= 0.75. lb/in. of penetration, for a single lag screw inserted in 11.2.1.3 When lag screws are loaded in withdrawal, side grain, with the lag screw axis perpendicular to the the tensile strength of the lag screw at the net (root) wood fibers, shall be determined from Table 11.2A or section shalt not be exceeded(see 102.3). Equation 11.2-1, within the range of specific gravities and screw diameters given in Table 11.2A. Reference withdrawal design values,W, shall be multiplied by all applicable adjustment factors (see Table 10.3.1) to ob- tain adjusted withdrawal design values,W'. W=1800 G39)a° (11.2-1) Table 11.2A Lag Screw Reference Withdrawal Design Values MY Tabulated withdrawal design values(W)are in pounds per inch of thread penetration into side grain of main member. Leggth of thread penetration in main member shall not include the length of the tapered 6 see Appendix L . Specific Gravity, Lag Screw Unthreaded Shank Diameter D G V4" 5/16" 3/8" 7/16" 1/2" 918" 3/411 718" 1" 1-118" 1-1/4" 0.73 397 469 538 604 668 789 905 1016 1123 1226 1327 0.71 381 450 516 579 640 757 868 974 1077 1176 1273 0.68 357 422 484 543 600 709 813 913 1009 1103 1193 0.67 349 413 473 531 587 694 796 893 987 1078 1167 0.58 281 332 381 428 473 559 641 719 795 869 940 0.55 260 307 352 395 437 516 592 664 734 802 .868 0.51 232 274 314 353 390 461 528 593 656 716 775 0.50 225 266 305 342 378 447 513 576 636 695 752 0.49 218 258 296 332 367 434 498 559 617 674 730 0.47 205 242 278 312 345 408 467 525 580 634 686 0.46 199 235 269 302 334 395 453 508 562 613 664 0.44 186 220 252 283 312 369 423 475 525 574 621 0.43 179 212 243 273 302 357 409 459 508 554 600 0.42 173 205 235 264 291 344 395 443 490 535 579 0.41 167 198 226 254 281 332 381 428 473 516 559 0.40 161 190 218 245 271 320 367 412 455 497 538 0.39 155 183 210 236 261 308 353 397 438 479 518 0.38 149 -176 202 227 251 296 340 381 422 461 498 0.37 143 169 194 218 241 285 326 367 405 443 479 0.36 137 163 186 209 231 273 313 352 389 425 460 0.35 132 156 179 200 222 262 300 337 373 407 441 0.31 1 110 1 130 1 149 1 167 1 185 1 218 1 250 1 281 1 311 1 339 1 367 1.Tabulated withdrawal design values(w)fa lag screw wanectionsshall be multiplied by all applicable adjustment factors(aee Table 10.3.1). AMERICAN"WOf)9RU C IL 10111 ,I DOWEL-TYPE Table 11K LAG SCREWS: Reference Lateral Design Values M for Single Shear (two member) Connections1,2,3 with 1/4"ASTM A 36 steel side plate,or ASTM A 653,Grade 33 steel side plate(for ta<1/4") m wqo y� e a �� a m wgc03 i `i- A @ '$ i N- �m U n' N`aNs i6' 'e ffi �;Mi ib tUz t, D Zn Z, Zn Zy Z0 Zy Za 4 A. Zy Zp 4 Za 4 Zn Z1 A, Z4 Zn Zt in. in. Ibs lbs. Its Ibs. lbs. Ibs Ibs Its. Ibs Ina. lbs. Ins. Ina. Ins Ins Ibs. Ins Ina. Ins. Ins 0.076 1N 170 130 160 120 160 110 160 110 160 100 140 100 140 100 130 90 130 90 130 90 (14 gage) 6116 220 160 200 140 190 130 190 130 190 130 190 120 180 120 170 110 in 110 160 100 310 220 160 200 140 200 130 190 130 190 120 180 120 160 120 170 110 170 100 170 100 0.106 114 160 140 170 130 160 120 160 120 160 110 160 110 160 110 140 100 140 100 140 90 (12 gag W6 230 170 210 160 200 140 200 140 190 130 190 130 190 120 180 110 170 110 170 110 318 230 160 210 MO 200 140 200 130 200 130 190 in -190 120 180 110 180 110 170 110 0.120 M 190 160 180 130 170 120 170 120 160 120 160 110 ion 110 160 100 160 100 140 100 (i Igag 6l16 230 170 210 160 210 140 200 140 200 140 190 130 190 130 100 120 180 120 180 110 38 240 170 220 160 210 140 '210 140 200 130 200 130 190 120 100 110 180 110 180 110 0.134 1W 200 160 100 140 180 130 -170 130 170 120 160 in 160 110 160 110 100 100 ion 100 (10 gage 6/i6 240 180 220 100 210 160 210 140 200 140 200 130 200 130 190 120 180 120 180 120 3/0 240 170 220 160 220 140 210 140 21D 140 200 130 200 130 190 120 190 120 180 lie 0.170 1M 220 1" 210 160 200 160 200 140 190 140 190 130 190 130 180 120 170 120 In 120 f7 gage) Nib 260 190 240 170 230 160 230 160 230 ion 220 160 220 160 210 130 200 130 200 130 313 270 190 260 170 240 160 240 160 230 160. 220 140 220 140 210 130 2f0 130 200 130 0.239 iW 240 180 220 Ion 210 160 210 160 200 140 100 140 /90 130 180 120 180 120 180 120 (3 gage) U16 300 220 280 190 270 180 260 180 260 170 260 160 260 160 230 160 230 ion 230 140 ale -31U 220 200 19U 210 IN 2/9 180 200. 17V 2bU 160 2b0 160 240 140 23V 14U 230 14U i. — 7l18 420 290 390 260 380 2d0 370 240 380 230 360 00 360 'T20 339 200 330 200 320 /90 12 610 340 470 300 460 290 460 280 440 270 430 260 420 26U 400 240 400 230 390 230 6/8 770 490 710 430 680 400 fi80 400 660 300 840 370 630 360 600 330 690 330 600 320 314 1110 670 1020 600 900 660 970 660 950 630 920 600 910 600 860 450 850 460 840 "0 718 -1610 880 1390 780 1330 730 1320 710 1280 690 1260 660 1230 660 11" 690 1160 690 1140 670 1 1940 1100 1780 960 1710 910 1700 890 1960 a60 1600 820 1690 810 1600 740 1460 730 1460 710 114 114 240 ion 220 160 210 160 210 160 200 140 200 140 190 130 180 120 100 120 180 120 6116 310 220 280 200 270 180 270 180 260 170 260 In 260 160 230 160 230 160 230 140 318 320 220 290 190 200 180 270 180 2" 170 260 160 260 160 240 160 240 140 230 140 A 486 16 320 440 200 420 k _ 3 270 d2o 28b 410 260 �390 TA0 390 230 370 220 60 210 38 0 21 0 12 660. 390 M0 340 520 320 510 320 600 310 480 290 480 290 480 270 450 260 440 260 SIB 860. 630 780 470 760 449 740 440 720 420 709 400 690 400 660 370 060 360 640 360 U 1200 730 1100 $40 1060 600 1060 600 1020 670 090 640 980 630 030 490 020 480 900 470 7/B 1600 930 1470 820 1410 770 1400 760 1360 720 1320 690 1310 600 1240 630 1220 620 1200 600 1 1 2040 1160 1670 1000 1800 960 1780 930 1730 000, 1660 060 1660 040 ion 770 1650 760. 1630 740 1.71abulated lateral design values(Z)shall be multiplied by all applicable adjustment Motors(see Table 10.3.1). 2.Tabulated lateral design values(Z)are for"reduced body diameter"lag screws(see Appendix L)inserted in side grain with sinew axis perpendicular to wood fibers:minimum screw penetration.p,Imo the main member equal to 81);dowel bearing strengths(F.)of 61.850 psi fa ASTM A 653,Grade 33 steel and 87,000 psi for ASTM A 36 steel and screw bending yield strengths(Fy,):F,=7Q000 psi for D=1/4"; F�=60,000 psi for D=5/16'; Fib=45,000 psi for D>_319" 3.When 4D<p<8D,tabulated lateral design values(Z)shall be multiplied by p/8D. AMER%1 R?WCIL 11/11 Sheet Index Property Layout—] PV-01 PV-01....................COVER SHEET AND PROPERTY LAYOUT City of Menifee PV-02....................PV SITE PLAN Building & Safety Dept. Cover Sheet PV-03....................PV LAYOUT AND STRUCTURAL DETAILS Property Layout PV-04....................ELECTRICAL LAYOUT JUL U 8 2016 PV-05....................ELECTRICAL SINGLE LINE DIAGRAM PV-06....................WARNING LABELS AND WIRE SIZE CALCULATIONS Received General Notes ' - ------- __ � ._. VALLEVIST Scale: 1/32"= 1' INSTALLATION MEETS THE FOLLOWING CODES: — — -- _ CALIFORNIA BUILDING CODE-2013 — Rev:7/5/16 CALIFORNIA ELECTRICAL CODE-2013 1 — CALIFORNIA RESIDENTIAL CODE-2013 i — —'-7 Drawn:6/23/16 NATIONAL ELECTRICAL CODE-2011 I SOLAR SYSTEM SHALL NOT COVER ANY PLUMBING OR MECHANICAL I I DT VENTS. I J ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED OR CERTIFIED j BY A NATIONALLY RECOGNIZED TESTING LABORATORY APPROVED BY I A j rc OSHA. WHEN INSTALLED TOGETHER,SWH RACKING AND HYUNDAI MODULE IS 1 I w N v o u°pi CLASS A FIRE RATED. SEE ATTACHED SPEC SHEETS FOR DETAILS. PATIO SPACE ABOUT ELECTRICAL EQUIPMENT SHALL CONFORM WITH CEC j EXISTING j U, Z N ¢7 ' 110.26 i STRUCTURE i N W cfa LL CONDUIT TO BE MOUNTED A MINIMUM OF 1/2"FROM ROOF SURFACE IU c. COLOR MATCH ALL EXPOSED CONDUIT TO COLOR OF ADJACENT SURFACE. jo 00 0 I (1, j U m - PROPERYy[) I .Q __ > _ _ I CU O W U rn N � N h p! U)> CC O O C= Em1 a Z 15 ///d/'�am °�� x� -E ai T � mo t+ , •� ��y�f`{ �/0 �. N Aerial Image SCOPE OF WORK/ SYSTEM SUMMARY --- I INv AC MP PV-02 DC System Size: (New) 6.16 kW Roof Mounted PV System Main Service Panel Rating: (Existing) 200 A Site Plan AC Disconnect: (New) NEMA 3R 60 A Rated PV Model #: 22 (New) Hyundai HIS-S280RG Inverter Model #: (11) (New) Fronius Primo 6.0-1 (240) PV Structure: Quickmount/Solar Warehouse ROOFSUMMARY Modules on Roof: 22 scale: 1/8"= 1' Structure Type: SFR Roof Type: Shingle Rev:7/5/16 Azimuth: 2600 Drawn:6/23/16 Roof Tilt: 14° ° Number of roofs used: 1 ° DT Number of Stories: 1 story Roof Framing: 2 x 4 D.F. #2 rafters @ 24" O.C. Penetration spacing: 72" max PV Area: 387.59 sq. ft. Module Height: 64.57 " @ N 44 Module Width: 39.29 Module Weight: 41.20 Ibs JJJJJ JJJJJ ¢ a'� Mountinghardware wei ht= 110 Ibs JJJJJ JJJJJ z � Ijl 9 M JJJJJ a n''� O < ° m,wa 4Total weight on roof: JJJJJ [(41.201bs)x 22 ]+110= 1016.4 Ibs JJJJJ 1016.4 Ibs/ 387.59 sq. ft.= 2.62 Ibs per sq. ft. JJJJJ 1016.4 Ibs/ 32 attachments = 31.76 lb/attachment JJJJJ JJJJJ 3 JJJJJ JJJ 1724- I JJJJJ JJJJJ JJJJJ JJJJJ JJJJJ JJJJJ ci JJJJJ JJJJJ U m JJJJJ JJJJJ C: JJJJJ JJJJJ 22 JJJJJ JJJJJ L 1 m rn o JJJJJ JJJJJ (O < ci s u NEW UL LISTED PV MODULE JJJJJ JJJJJ O w `U M N JJJJJ JJJJJ AT260°AZIMUTH. MOUNTED ATI4° JJJJJ JJJJJ �� PARALLEL TO ROOF SURFACE. JJJJJ JJJJJ 3 Woo z JJJJJ M-1-1 5.0 XJ (/� � Wn C3 w++ N JJJJJ ° N JJJJJ JJJJJ JJJJJ JJJJJ JJJ LEGEND JJJJJ JJJJJ ®Main Electrical Service Panel JJJJJ JJJJJ p ®AC Disconnect IJJJJ JJJJJ I) ®Inverter ®Sub Panel/Electrical Load Center ®Electrical Load Center For Solar ------ -7T- PV Roof Layout -------`----- Connection Details PV-03 --------------- PV LAYOUT STRUCTURAL DETAILS 1/4" SS HARDWARE --I - -_ _- TOP OF MODULE SOLAR MODULE MODULE CLAMP SOLAR MODULE FROM ROOF SURFACE ANODIZED EXISTING 2 E ALUMINUM 2" MODULE ROOF RAFTERS AT --�- - -- -- AWMIN M 24"O.C.SPACING. - -I- -' 5' o MOUNTING RAIL -- -*--� -- 0 Scale:N.T.S. f—T - -- -- � 3' MIN Rev:7/5/16 I - I -- PV MOUNTING r -r 1/2"SHEATHING ROOFING MATERIAL Drawn:6/23/16 RAILS WITH - - -- -- SS-BOLT AND BRACKETS AT 72" -�--; - - -- (1) 5/16" X 3 1/2" FLANGE NUT O.C.MAX SPAC NG. __ I__I __ STEEL LAG SCREW T T GALVANIZED 12" X 12" FLASHING. DT I I PENEIRATION SPACING SEALANT APPLIED BELOW AND ON TOP OF FLASHING. '1--�- - -- 72" MAXIMUM --RAFTER MOUNTING _ _ MIN 2.5'LAG PENETRATION BRACKET INTO RAFTER I I PILOT HOLES REQUIRED r-- l0 m N K c 0 Q Q J U Z n J LL V„ 0 m LL O-: Z 4 r�i Z ` W Section Plan D 5 ci ) c U o \ E oIJN OW� 0 foOmAp teMo� rnmo� Z WVJ xE k � \ I I O O V) Electrical Layout PV-04 Electrical Notes Y �Ivac� �----I INV AC ------------- MP INSTALLATION MEETS THE FOLLOWING CODES: Electrical Layout CALIFORNIA BUILDING CODE-2013 I CALIFORNIA ELECTRICAL CODE-2013 CALIFORNIA RESIDENTIAL CODE-2013 COLOR MATCH ALL EXPOSED CONDUIT NATIONAL ELECTRICAL CODE-2011 TO ADJACENT SURFACE COLOR I INSTALLATION MEETS NEC ART 690. 3/4" EMT CONDUIT FOR WIRING O L ROOF AND EXTERIOR WALL _ I INTEGRATED GROUNDING CLAMPS TO BOND ALL SOLAR MODULES TO MOUNTING RAILS. j I ALL EXTERIOR CONDUITS, FITTINGS,AND BOXES SHALL BE RAIN-TIGHT Scale: 1/8"= 1' AND BE APPROVED FOR WET LOCATIONS. ° Rev:7/5/16 ALL CURRECT CARRYING CONDUCTORS ARE OF COPPER. ° Drawn:6/23/16 I I INVERTERS UL1741 COMPLIANT I DT ANY EXPOSED WIRING IS RATED USE-2 SUNLIGHT RESISTANT ° I I ° ALL CONDUCTORS ARE 90"C RATED. I SPACE ABOUT ELECTRICAL EQUIPMENT SHALL CONFORM WITH CEC 110.26 NEMA 3R JUNCTION BOX, N IT CONDUIT TO BE MOUNTED A MINIMUM OF 1/2"FROM ROOF SURFACE I of m ' Y °Nof IN EXISTING ELECTRICAL SYSTEM THAT ONLY USE WATER PIPINGI ¢ GROUNDING ELECTRODE SYSTEM,AN ADDITIONAL GROUNDING :OE ELECTRODE SHALL BE PROVIDED. (CEC 250.50) ro lu O rn ° Z Z ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND L ¢ w� a ELECTRICALLY CONTINUOUS. (CEC 250.90, 250.97) E+ 4 Ix II + + ci m C En ;m i�mm o STRING KEY + _N " MPPT #1 MPPT #2 O w` -m m + fn N C 64 O (✓ �� E'ro�o STRING#1 Z + + rn :'n x�;E (n � n3Cwx � + N + ° L + D O + (n Single Line Diagram PV-05 ELECTRICAL SLD - (I(N 11)SOLAR MODULES SERIES IN MPPT#1 INVERTER:(1)Fronius R2v:7/5/16 — — — — — — MODEL#:Prinno 6.0-1 (240V) Drawn:6/23l16 — — — — — — MODULES:(22)Hyundai MODEL M HIS-S280RG DT METERO+ O O (IN 11)SOLAR MODULES SO C ET SERIES IN MPPT#2 m EXISTING 200 AMP AIN ELECTRICAL . . - ) , I I - SERVICE PANEL (4)#10 AWG PV WIRE _ _ _ _ _ _ (1)#6 AWG BARE COPPER — — — — — © O c CO CONTINUOUS GROUND WIRE _ EXISTING 200 AMP `r. Q -IN FREE AIR --MAIN BREAKER p ¢. r ¢ U w Z c°321 W O O (Dw 660 NEMA3R JUNCTION BOX 2 Q w mw (3)#8 AWG THHNRHWN-2 WIRE (4)#10 AWG THHNFFHWN-2 WIRE (1)#8 AWG THHNITHWN-2 GND WIRE (1)#8 AWG THHNrFHWN-2 GND WIRE 66 O+ -IN 3/4"EMT ONDUIT NEW 35 AMP TWO POLE -IN 3/4"EMT CONDUIT BACKFEED BREAKER FOR LOAD LINE LOAD LINE SOLAR.TO BE MOUNTED AT LQ 06©O O O O THE OPPOSITE END OF THE BUS FROM MAIN BREAKER NEMA 3R,UL LISTED O Lo FEEDER. INVERTER WITH O V m INTEGRATED N N N - v M DC DISCONNECT IRREVERSIBLE �w W/INTEGRATED ROUNDING L"m cow o G v G G� i (9 �/ G CONNECTION �°� NEW ITRON VISIBLE 8 LOCKABLE 60 AMP 5 � '� ARC FAULT DIET. U 'Q rn U PRODUCTION METER RATED NEMA 3R AC DISCONNECT _ EXISTING LIFER OR Q w cE U o ROUND ROD PER U) :?M fD o CEC 250. m GNaM 0 CND E ��o z D m� y� ii E (n���C::1w X2 Wire Calculations Warning Labels T PV-06 Signage or Labeling Specifications C.3/8"Letter height Wire Calculations Per CEC690, CBC3111 and CRC331: D.All capital letters A.Aria[or similar font E. Reflective Warning Labels WIRE CALCULATIONS B. Red background with white lettering F.Weather resistant material DC SIDE: PV Modules are manufactured With 10 AWG PV Wires attached. Labels before inverter on conduit Label at Inverter Nmodules X Voc X1.12(CEC Table 690.7,-1°to 5°)=string Voc every 1 Oft and within 1ft of bends,or WARNING: ELECTRIC SHOCK HAZARD. 11 X 36_50 X 1.12=474.32 String Voc penetrations of walls, roofs,etc. DO NOT TOUCH TERMINALS. WARNING: PHOTOVOLTAIC TERMINALS ON BOTH THE LINE AND INDIVIDUAL STRING WIRE CALCULATION: POWER SOURCE LOAD SIDES MAY BE ENERGIZED IN Ise X#String in Parallel X 1.25 X 1.25(CEC 690.8(A))=DC Conductor(BAdc)and maximum OC overcurrent amperage rating. Labels after inverter on conduit every THE OPEN POSITION. 9.40 A X 1 X 1.25 X 1.25 = 14_69 A BAdc and maximum DC overcurrent amperage rating. 10ft and within 1ft of bends,or WARNING: ELECTRIC SHOCK HAZARD. Proposed Conductor amperage(CEC Table 310.15(B)(16),90°C column)X ambient temperature correction factor(CEC Table 310.60(C)(4),use 0.71) penetrations of walls, roofs,etc. IF GROUND FAULT IS INDICATED Rev:7/5/16 X fill factor(CEC Table 310.15(B)(3)(a))=minimum DC Conductor amperage CAUTION SOLAR CIRCUIT NORMALLY GROUNDED CONDUCTOR Drawn:6/23/16 #10 awg THHNrrHWN-2 wire=40A(CEC Table 310.15(B)(16))X 0.71(CEC Table 310.60(C)(4))=28AA MAY BE UNGROUNDED AND Label at combiner box.Only required if ENERGIZED. 28.4 A X 0_6 fill factor(per table 310.15(B)(3)(a)4.6 current carrying Conductors)=22_72A there are overcurrent devices Inside. result >or=io BAdc 1( 4.69 A)and less than the entry for(CEC Table 310,15(B)(16))for runs greater than 3%VD. WARNING: ELECTRICAL SHOCK Label at AC Disconnect DT HAZARD. DO NOT TOUCH PV SYSTEM AC DISCONNECT AC SIDE: TERMINALS.TERMINALS ON BOTH OPERATING CURRENT: 31.25 A THE LINE AND LOAD SIDES MAY BE OPERATING VOLTAGE:240 V Inverter maximum output current X 1.25=Minimum overcurrent device rating. ENERGIZED IN THE OPEN POSITION. 25A X 1.25=31_25A WARNING: ELECTRICAL SHOCK Proposed conductor amperage(CEC Table 310.15(B)(16),90'C column)X ambient temperature Correction factor(CEC Table 310.60(C)(4),use 0.84) Labe[ at DC Disconnect HAZARD.DO NOT TOUCH WARNING: TERMINALS.TERMINALS ON BOTH y #8 awg THHN/THWN-2 wire=55 A(CEC Table 310.15(8)(16))X 0.84(CEC Table 310.60(C)(4))=46.2 A PHOTOVOLTAIC POWER SOURCE THE LINE AND LOAD SIDES MAY BE N a result >or=to BAac 3( 1.25 A)and less than the entry for(CEO Table 310.15(B)(16))for runs greater than 3%VD. ENERGIZED IN THE OPEN POSITION. W' ` y rn PV SYSTEM DC DISCONNECT Q Breaker for Solar Circuit:35 A RATED MPP CURRENT:8.80 ADC Q .. .. Label at Main Service z N' r7 U LLJ RATED MPP VOLTAGE:348.70 VDC WARNING U MAXIMUM SYSTEM VOLTAGE:474.32 VDC ' �a� LL SHORT CIRCUIT CURRENT:14.69 ADC DUAL POWER SOURCES. SECOND p zQ rn M w SOURCE IS PHOTOVOLTAIC SYSTEM I a l _ Label at Production Meter RATED AC OUTPUT CURRENT: 31.25 A z PHOTOVOLTAIC SYSTEM kWh METER NOMINAL OPERATING VOLTAGE:240V I.I I FWARNING INVERTER OUTPUT I NNECTION. DO NOT RELOCATE ,I THIS OVERCURRENT DEVICE U U m Plaque at Main Service v m CAUTION ° �m" \V �y< Un O W CUrn^oN POWER TO THIS BUILDING IS ALSO CO N y 04 a SUPPLIED FROM THE FOLLOWING C3:3 z SOURCES WITH DISCONNECTS 0 � X .€ LOCATED AS SHOWN: (n 00n 3 C W x 3 2 1 1 SERVICE POINT _AND UTILITY METERING 2 PV SYSTEM DISCONNECT FOR 1 UTILITY OPERATION J 3 SOLAR INVERTER O WITH INTEGRATED SOLAR DC DISCONNECT N//) PHOTOVOLTAI ON ROOF O 0 www.hhi-green.coMwlar/en • \ �� l7O PERL: Passivated Emitter, Rear Locally-Diffused Cell Hyundai �\\ �� Higher Cell Efficiency M Conventional Selective-Emitter Cell:Max 19.3% H 6vnr.l.ceod. Enhancing quantum efficiency PERL Cell:Max 20.4% atshorSolar Module _-_- gth Aa ,�,,.> �,�,,�, Minimi gfronco �- ` �t . Mlniml:lll fiontmntact I Higher Module Output �'� .lt��� I resistance 275 W,280 W,285 W Hyundai Heavy Industries was founded in 1972 and is a Fortune 500 company.The company employs more than 48,000 people,and has a global T me1tli a _.. Minimizing backside election- leading 7 business divisions with sales of 513 Billion USD in 2013.As one of our core businesses of the company,Hyundai Heavy Industries is rarpe v warm I hole pair recombination I Lower Temperature Coefficient committed to develop and Invest heavily In the field of renewable energy. ^'&uur �`_ Enhancing quantum elfidency Lower output loss at higher temperature • Hyundai Solar Is the largest and the longest standing PV cell and module manufacturer in South Korea.We have 600 MW of module production atlong wavelength capacity and provide high-quality solar PV products to more than 3,000 customers worldwide.We strive to achieve one of the most efficient PV Minimizing hack mrroct Affordable Price modules by establishing an R&D laboratory and Investing more than 20 Million LSD on innovative technologies. N°aaOe°� - - - - resistance Premium mono-crystalline technology with affordable price PERL Mono-crystalline Type Electrical Characteristics RG—Series HIS-S275RGIHiS-S280RGIHiS-S285RG Mono-crystalline Type Nominal output(Pmpp) W 275 280 285 Mechanical Characteristics Voltageati'matc(Wnpp) v 31L 31] 31d8 Curmntati,max(Impp) A 8.7 8.8 85 998 mm(3929')(W)x 1,640 mm(64570)(U x 35 mm(138')(14) Open circuit voltage(Vac) V I 384 30.5 387 APprox 18.7 kg(41.2 lbs) Shortdreui[cument(Isd A 9.3 9.4 95 60 cells In series(6 x10 maVW with PERL technology(Hyundai cell,Made In Korea) 0utputmleranae % +3/-0 Noofo® Centypells&cpnneaiam pcs 601t technology Output 4 mm"(1ied(U cables with ph 1.0 polarized weatherproof rproof connectors, Ccg type _ 6'Mono-crystalline silicon with PERLtechnology 0lyundal all,Made In Korea)" eO° IEC certified(UL listed),Length 1.0 m(39.4� t 17.41 ®' IP67,weatherproof,IEC certified(UL listed) Module efficiency % GA -OAS OAS Bypassdiodes 3b bypass diodes to prevent power decrease Temperature coefficient ofVoc %1K -033 -0FS -033 t o ® YPa P P tempered 3.2 Temperetureccefidentof Voc %/K -033 QM2 33 r From:AMFreflecthre mating low-Iron tempered glass,32 mm(0.126') Temperature coelfident oflsc 9MK 0II32 0.032 lun2, Enapsulam:EVA BaekShee[:Weatherprooffilm HAll data atSFC(StandardTest C.rdllIons).Above data may bs changed vahcut prior notice. c c I Ccceo Clear anodized aluminum alloy type 6063(Black) OC' cp o c cc e c c o occco Module Diagram (unu:mminch) jl-VCurvear e cc o 00 0 - r 000co rM.aPl High Quality cc 1 •IEC 61215(Ed2)and IEC 61730 byVDE ra+owM _,n 000cc oa •UL listed(UL 1703),Type 1 for Class A Fire Rating ® ® a 4XM1r ostan < <IV:i ocoa •Output power tolerance+3/-0% vo,,,,,is ;`m,,,,, ^ • aw m cave •ISO 90012000,ISO 14001:2004and 150 500012011 Certified ® ® e.rc�a[a .wCourt ' •OHSA5180012007 Certified ox.«a n IeH•M I „ . . a a a e •Advanced Mechanical Test(8,000 Pa)Passed(IEC) rnawwax osrwa _ /Mechanicel Load Test(401bs/k')Passed(UL) ,NBrS hl - —eOW/M •Ammonia Corrosion Resistance Test Passed omuxoxar m¢at _aa`WM •IEC 61701(Salt Mist Corrosion Test)Passed .® "- ss, sse c —,aowM Limited Warranty we c 19 "1., ha sahpW« •Ist year.97% •After 2nd year.0.7%annual degradation 80.2%for 25 years . ® IInstallation Safety Guide l — — 46•C*2 .Please refer to the Hyundai Limited Warranty for more details. •Only qualified personnel should install or perform maintenance. . !'Fm' "'-"� -40.85•C •Be aware of dangerous high DC voltage. DC IAM V OEC) -Do not damage or scratch the rear surface ofthe module Dcbv . t r1 dU'Pu1!)i �' �3naW,a_it:<...�_ � � (mNU The wanan B Important Natively Warranty h _ des apply only to the PV modules with Hyundai Heavy Industries Co-L[d.'s •Do not handle or Install mOdUIe6 When they are W2L 15 A logo(shown below)and product serial number on it I Nrned Date:March 2eh51 V sOm vv cr LE _ f11 q$ m� � 5alesayundai pE CE ® ©• tiv - _"=! HYUNDAI 2^'rLHyundaiBldg,75,Yulgok-ra,longno-gu,Seoul110-793,Korea HYUNDAI °a ' HEAVY INDUSTRIES Pa0 bpoW Tel:+82-2-746-4671,7635,W56 Fax:+82-2-766-7675 HEAVY INDUSTRIES J Perfect Welding/Solar Energy/Perfect Charging TECHNICAL DATA FRONIUS PRIMO i SHIFTING THE LIMITS INPUTDATA PRIMO 3.8-1 PRIMO 5.0-1 PRIMO 6.0-1 PRIMO 7.6-1 PRIMO 8.2.1 h..,n I iI', er 11,14y1 M, nll ktti lu :dkW J.i 9t Ik\v bl 117LW 66.L']k\v FRONIUS PRIMO A' TI/AIPIT 21 A'ITd tlA/IpA Ib A,'INA bA(IbA tlAi 15A 3 . I1C ,:- 1 11,.1 MA, ..na..I,nrl nru... ..ncnl a>'5.5 /The future of residential solar is here-Introducing the new Fronius Primo. 111A:,,nn;.I,A,e.Ange so v 1,10 V © ,Nu, nw)V V,•n.i....1 in1.nn.1'A" 410 V 41n V nO v 410 V I M V Adlnis.ablrmndnam,>inn OC AWG 14 AWG6 Inn, .OII so 1n1 480V 2411.4,10% 250 4SOV '70 480V S NuIlncrul Al PPP slnrun,,rdh—,.l n..... 1117091,0h 1..ln,t y.r,al innnber 150 V I I'CFnrd JSInplNwder /lYl-Fiy' /5alerFles 75nmA Gid /A¢Rndi Cim,i1 rrydmmt.mn proem resumingry.0em - inlnlari Ikrsign Ne.uly Inlennptlml - OUTPULDATA PRIMO 3.9-1 PRIMO 5.0-1 PRIMO 6.0.1 PRIMO 7.6-1 It 11.2-1 / With power categories ranging from 3.8 kW to 8.2 kW, the transformerless Fronius Prime is the ideal compact Nt.n,npnlp,w0 4UV Isoe 1Y so00\v GodO lv 7600w snloIV single-phase inverter for residential applications.The sleek design is equipped with the Snapl Nverter hinge mounting ;osv 3Nopw 5600w now w 76WW 7400w system which allows for lightweight,secure and convenient installation and service. MA..ggm„nan—u,tl..I,„"'1 140 V 15.4 A Ens A 16o A 31.7 A 34.2 A 208v 18.3A 24.0A L98A 36.5A MAIA Nrcmuniendrd OCIUAC I-Aker siw 140V 11.A 10A 19A 41)A 45A J The Fronius Primo has several integrated features that set it apart from competitors including dual powerpoint 20nv 25A to 40A IDA 50A trackers,high system voltage,a wide input voltage range.and unrestricted use indoors and outdoors.Other standard .\l.-E1h,:i.'nr 9r,7 "1. 96`I-. 911.9•". 970^6 features include a Wi-Fi*and SunSpec Modbus interface for seamless monitoring and datalogging,Arc Fault Circuit CU End.., '40V 95.01;. 95;•:. e6.0 96.0% 'In.5••1. Interruption (AFCi), and Fronius's superb online and mobile platform Fronius Solar.web. The Fronius Primo is Adnd>.ade„""I""".a.L AC AW,II designed to adjust to future standards,offering a complete solution to code restrictions and technical innovations of rldlom"`ui"n 1nA/2-ov rn.pu.n.v 6011, tomorrow. It also works seamlessly with the Fronius Rapid Shutdown Box for a reliable NEC 2014 solution. nrlai hamnmic di......in. -5,0 < C ' ra,.er lannr lu., ,,,1 q55 1�nd,r,n' r - a TECHNICAL DATA FRONIUS PRIMO CCCOCC 0 0 GENERAL DATA STANDARD WITH ALL PRIMO MODELS c .. c e r c c c 0 0 d,nn P r,d ,A d beidln IVO'l •Jeplhl I1�'1:1 9 A n 1,u lvugln i7.!9Ih. ' C. o GLGOO COCU O usree,a pr„Ie.:nn" .vl:aol4] <.� l oC•oeo N,gtn it..onoutnulon .I W - oa. . 11 O 00000 Iu.Lun uq.'I"4.' 11.nulbi niv,I•.li C o 1 o O O Curling iSrialdr npavla, 0 00 c . o 0 oe In"rill.ninn Ind—rAnd m"d,n,r in,InN.lim, 0000 O O 00e00 Amblenl-wsaling lemperalnm—se 40 1T'P(40 On o000CC 1 0 O0 R9nii nod Iwmidill 11 IIO'9. 110000 DC.rv_mmtmriantgrlil"s UDC.and 4x OC O gmrtunumLlal.opp,l�$iJ/slrandpl/fine.>n:ulJ.dlmal.noinum lsnlid/auandedl COOCe Lr, 0000 rwatif[alci and mmplianR•n,uh Alun,Lnd: to 17 4 1 2 0111.U1.199b lint funol luro:AFCl And-Inion inmhming),nll 1:472I113,IffF.1547.621103,AN11/IFFF-C624LFCIt 0000 O An.15AR 0.NEC Amd,-690.C22.INg.107.101 I5...umlwr20I111 IILI,.9•Dll..ue2�2013,ESATILS1071"A,re1201.1 PROTECTIVE DEVICES STANDARD WITH ALL PRIMO MODELS AFCIA 21n 1 NEC Nendf lb Omulul Fanit Prmedioll"id,I VALdion Mmdtur oc di-.:nn.It \.,,, /Perfect Welding/Solar Energy/Perfect Charging - m ram.,.,.pmarpy Prnlarina v.o WE HAVE THREE DIVISIONS AND ONE PASSION: SHIFTING THE LIMITS OF OSSIBILITY. INTERFACES STANDARD WITH ALL PRIMO MODELS /Whether welding lechnolohy,pholovnitaics or ballery Charging lechnolo6y-ourgual is clearly defluLd:In be[he innovation lender.Will,around 3,000 employees worldwide,we shift the limits of what's Possible our record of over 1.000 granted patents is testimony to this.While others Progress step by Step,we innovate in leaps and bounds.just as we've always done The responsible use of our resources forms the basis of our corporate poliq•. 6 inpms or 4 digirel in,,Danpms EolcmAI relay anawls 11.501A..I." nA6dn......t i...opdnVng rla USN Funlmr Information aimul all Flonbn pilldnesand nor gluh1sale>panners andxpn-semalisCS urn be fundal www.fmniuscnm h KS4110045—lAvlt Funins Sala,Nm,rned.,r o.Dxnl _ n:nAl,,,,rA II1,I....rv.r Lmin.l.+l -•�. 'Theleuo W;•F®ma D,,inend nedmnaikof ILL Wi-n MICA— Fronius USA LLC 6797 Fronius Drive Portage,IN 46368 USA .....1,r 1 I;IISA. pv-support-usa@fronius,cmu www.fronius-usa.com Classic Composition Mounting Instructions SOLARWAREHOUSE SWH Racking System Data Sheet Versionl2.10.v2 InstallationTools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, SWH Solar Mount Rail drill with 7/32"long-style bit,drill or impact gun with 1/2"deep socket. MFG-PN: MR-SW-SR-10.5, MR-SW-SR-12, MR-SW-SR-14, MR-SW-SR-14B, MR-SW-SR-17 SLOT FOR • . • •• • •- • -• • • • • • •- -• • - • • • - • -• • 1/4-T-BOLTT� OR HEX BOLT • Rail material:6063-T5 extruded aluminum alloy t3S LOT FOR Finish:Clear or black anodized 8"T:OLT2nd course R HEX BOLT 2.25" CONFORMS TO UL SUB 2703 Y ►XSLOT FOR EtI US 3/8"T-BOLT OR HEX BOLT Intertek 750" 4009330 Locate,choose,and mark centers of rafters to be Carefully lift composition roof shingle with roofing Insert Bashing between 1st and 2nd course.Slide Properties Units Solar Mount mounted. Select the courses of shingles where bar,just above placement of mount.Remove nails up so top edge of Flashing is at least 3/4"higher Beam Height mounts will be placed. as required.See "Proper Flashing Placement"on than the drip edge of the 3rd course and lower in 2.250 next page. Flashing edge is above the drip edge of 1st course. Mark center for drilling. Approximate Weight 9 plf 0.700 4040 3rd course Total Cross Sectional Area in' 0.588 °occn° ooro< <. 4U Lt Area Moment of Inertia X-Axis in 0.299+ bCU 4 (I 4 , eo ce L4o[r� '4+ Area Moment of Inertia Y-AxisKtg' ° ° c ` c I' ll Tensile Strength o4c [I4coc< co c L[II Yield Stregth ° oo°o °4c 0Elongation (G.L.=25mm)Hardness(HR15T) 0000 0 0 0 --- +updated 6/12/2012 0° 4 Using drill with 7/32'bit,drill pilot hole into roof Clean off anysawdust,and fill hole with sealant Slide Flashing into position, Prepare hanger bolt and rafter,taking care to drill square to the roof. compatible with roofing materials. with hex nut and sealing washer. Insert Into hole Do not use mount as a drill guide.Drill should be and drive hanger bolt until Q81ock stops rotating 'long style bit'aka aircraft extension bit'to drill a easily.Do NOT overtorque. 3'deep hole into rafter. Typical Composition - 0 You are now ready fortheMaterial %Si %Fe I %Cu % Mn I %Mg %Zn %Ni %Cr %Pb %Sn %TI %All —•. choice.the rack manufacturer as well as the 6063 0.3972 0.2679 0.0469 0.0666 0.4936 0.0436 0.0056 0.0205FOOD044 0.0186 98.6 roofingmodule manufacturer. All instructions must also be followed anyoneby modifyingroof Please . .. specs and •f.instructions prior to Solar Warehouse is a registered trademark and DBA of Calmonte Corporation. touching the ro Insert EPDM rubber washer over hanger bolt into Using the rack kit hardware, secure the racking block. (L-foot) to the mount using torque specs from racking manufacturer.If racking manufacturer does 817.2.3-7 not specify torque setting,tighten to 13 ft.-Ibs. Apr-2014,Rev 6 9628 Valley Blvd. Rosemead, CA 91770 1 Phone 626-579-3288 1 info@esolarwarehouse.com SOLAR WAREHOUSE SWH Racking System Data Sheet Version 12.10.v2 SOLAR WARE HOUSE HOUS SWH Racking System Data Sheet Version l2.lO.v2 _ SWH Grounding Mid Clamp Part No.EA-SW-GM-25B, EA-SW-GM-25K - Conforms to UL STD 467(10 AWG) SWH Solar Mount Splice Bar • Splice bar material:6005-T5 extruded aluminum alloy EA-SW-GM-25E • Mid clamp material:304 or 316 stainless steel MFG-PN: MR-SW-SB-01, MR-SW-SB-01 B • Finish:Clear or black anodized • Bolt 8,nut material:304 and/or 316 stainless steel • Self-tapping screw material: 304 stainless steel • Assembled mid clamp weight: 0.078 Ibs(with hardware) • Splice bar weight:0.36 Ibs • Assemble mid clamp with one 1/4" Grounding T-bolt and Rail '- _-_ • A thermal break is required every 40 feet of continously connected rail. one 1/4"-20 ASTM F594 serrated flange nut � For additional concerns on thermal breaks in your specific project,please _ ,,. Use anti-seize and tighten to 8 ft-Ibs of torque I � consult a licensed structural engineer. Expansion joints prevent buckling of rails due to thermal expansion. t MODEL# T--BOLT LENGTH MODULE HEIGHT Splice bar - 1. Splice bars may be used for thermal expansion joints.To create a thermal t EA-SW-GM-25B SOMM <=32mm expansion joint,slide the splice bar between the rail segments.Secure the EA-SW-GM-25K 60MM 33-42mm splice bar with two screws on one side only. Footings(such as L-brackets EA-SW-GM-25E 70MM 43-50 mm Self-tapping screws or standoffs) should be secured normally on both sides of the splice. No PV module or mounting hardware component should straddle the expan- sion joint. CONFORMS TO IULL SUB 2703 _ --� SWH stainless steel &I us FRONT SIDE mid clamp penetrates RECOGNIZED Q� solar module frame COMPONENT Intertek d anodization to create 4009330 J ;_ grounding path. ETA us SWH stainless steel Intertek grounding -bolt 4009330 - penetrates solar rail anodization to create grounding path. es BOLNLUG Y^ .25"DISTANCE BETWEEN MODULES - ,.- _ -s:� - MODULE MODULE - ' � � -v Y �x RAIL OFF* M.- , Dimensions specified in inches unless noted 9628 Valley Blvd. Rosemead, CA 91770 I Phone 626-579-3288 I info@esolarwarehouse.com 9628 Valley Blvd. Rosemead, CA 91770 1 Phone 626-579-3288 1 info@esolarwarehouse.com Hai Hong Structural Engineering Services Feb.17, 2014 Calmonte Corporation DBA Solar Warehouse 9628 Valley Blvd. Rosemead, CA 91770 Phone: (626)579-3288 Attn: Engineering Department Subject: Engineering Certification for SWH Racking System Data sheets (Version 12.10.v2) I, Hai Hon being a registered Professional Engineer in the State of California, P.E. #C68610 and being duly competent as regards photovoltaic (PV)mounting systems design and construction, has reviewed SWH Racking System Data sheet. (Version 12.10.v2) By my attached P.E. seal, I certify that the procedures which are used to determine the calculation of Lag pull-out(withdrawal) capacity is based on and comply with the design criteria specified in: 1. 2012 International Building Code, by International Code Council, Inc. V 2. 2013 California Building Code, by California Building Standards Commission. o°0000 o °oocoo 3. National Design Specification(NDS 2012) American Wood Council °°°° ° 00 4 Axial Load Capacity is based on the 3rd party laboratory test. This engineering certification shall not be construed as relieving the manufacturer or installer of their responsibilities, liabilities or contractual obligation. It is the installer's responsibility to verify that the existing building structure to which the PV mounting system is to be fixed is adequate to support the load forces induced by PV mounting system. Please contact me if you should have any questions. Yours faithfully �oQR R\ sloryg4 C68610 Hai Hong, PE * FXP• 41 1041 sr ClvIN, 9�FQFCAlkF Hai Hong P._ 4499 Mission hills Dr. rhino Hills :.4 0 1709 . Phonc: 909.60o.E54C ® 8431 Murphy Drive Middleton,WI 53562 USA Telephone: 608.836.4400 CERTIFICATE OF COMPLIANCE Facsimile: 6 .9279 wevw.intertek.corncom Certificate Number 20150414-E325005 Test Verification of Conformit,., Report Reference E325005-20131209 Issue Date 2015-April-14 In the basis of the tests undertaken,the sample(s)of the below product have been found to comply with the requirements of Issued to: HYUNDAI HEAVY INDUSTRIES CO LTD the referenced specifications at the time the tests were carried out. 1-5 DAEJANG-RI SOI-MYEON EUMSEONG-GUN Applicant Name&Address: Calmonte Corporation CHUNGCHEONGBUK-DO 369-872 KOREA 9628 Valley Blvd. Rosemead,CA 91770 USA This is to certify that PHOTOVOLTAIC MODULES AND PANELS representative samples of Product Description: Photovoltaic Mount p P "HiS-SxxxRF, HiS-MxxxRF, HiS-SxxxRG and HiS-M1oDcRG Series with specific construction described in installation Ratings&Principle Fire Class Resistance Rating: instructions compliant to Photovoltaic Module Fire Characteristics: -Flush Mount(Symmetrical). Class A Fire Rated for Steep Slope applications when using Type 1 Performance Type 1" listed photovoltaic modules. Tested with a 5"gap(distance between the bottom the module frame and the roof covering), per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. Have been investigated by UL in accordance with the No perimeter guarding is required. °r Standard(s) indicated on this Certificate. Models: SWH—standoff PV Racking " Brand Name: Solar Warehouse Relevant Standards: UL 2703(Section 15.2 and 15.3)Standard for Safety Mounting Syscem;, Mounting Devices, Standard(s)for safety: The fire test method was in accordance to "Standard For Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovol*aic Modules Safety For Flat-Plate Photovoltaic Modules and Panels", UL and Panels,First Edition dated Jan.28,2015 Referencing U1_3703'i hird sdition c'.ated'Nov.18, 11 < ro 1703, 3rd Edition, dated December 18, 2014. 2014,(Section 31.2)Standard for Safety for Flat-Plate Photovoltaic l'ccules and?ancls. < ULC ORD/C1703-01 "Flat-Plate Photovoltaic Modules and Verification issuing Office: Intertek Testing Services NA,Inc. f C°G ° °O°°°° Panels", 8431 Murphy Drive ° c°appo c c oc Additional Information: See the UL Online Certifications Directory at Middleton,WI 53562 °Of° Oa°O OGOG www.ul.com/database for additional information ° a Date of Tests: 3/18/2015 to 03/20/2015 Test Report Number(s): 101988205MID-001. Only those products bearing the UL Certification Mark should be considered as being covered by UL's This verification is part of the full test report(s)and should be read in conjunction with them.This report does not automatically Certification and Follow-Up Service. imply product certification. This Test Verification of Conformity document may be used as a Letter of Compliance(LOC),as the above has met the relevant fire requirements of the standard. Look for the UL Certification Mark on the product. completed by: Chad Naggs Reviewed by: Gregory Allen Title: Technician 11,Fire Resistance Title: Engineering Team Lead,Fire Resistance Signature: Signature: Date: 03/30/2015 Date: 03/30/2015 6YA svil This Verification is for the exclusive use of Interrek's client and is provided pursuant to the agreement between Intertek and its Client,Intertek's responsibility and liability are B.M.hnnh.n,e .macaws enoin.r,amh.1 lne.caon.n.a.,a e.raw limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,ather than to the Client in accordance with the agreement,foronv loss,expense u.uc O or damage occasioned by the use of this Verification.Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one ofits my lnf m cn w ao.uio.m nm..mn uc B.d..mn..n n�oym.a.nhn.eoruc uc tuy oruy.mmmw flans"muLFn.u.. mFw... marks for the sale or advertisement of the tested material,product orservice mustfirst be approved inwriring by Intertek. The observations and test/inspection results en.mnr s.mn wwn.m.w.rtrwx.m.nnvnnuam referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material,product or service is or has ever been under on Intertek certification program. Page 1 of 1 GFT-OP-1 1 a(24-MAR-2014)