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PMT14-01102
i City of Menifee Permit No.: PMT14-01102 29714 HAUN RD. Type: Residential Electrical ';Fv /-> MENIFEE, CA 92586 4 4 31A., MENIFEE Date Issued: 06/30/2014 PERMIT Site Address: 28791 TULITA LN, MENIFEE, CA 92584 Parcel Number: 388-055-006 Construction Cost: $65,000.00 Existing Use: Proposed Use: Description of INSTALL RESIDENTIAL ROOF MOUNTED SOLAR PV SYSTEM 52 MODULES 52 MICROINVERTERS Work: 13.00KW Owner Contractor DANNY BENSON VIVINT SOLAR DEVELOPER LLC 28791 TULITA LN 4931 N 300 W MENIFEE, CA 92584 PROVO, UT84604 Applicant Phone:8058772974 NICOLE POWELL License Number: 973756 VIVINT SOLAR DEVELOPER LLC 4931 N 300 W PROVO, CA 84604 Fee Description Qy Amount($) Solar, Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Electrical 129 129.07 Additional Plan Review Electrical 129 129.07 GREEN FEE 1 3.00 SMIP RESIDENTIAL 1 7.00 $547.14 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 building 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 a City Of Menifee I LICENSED DECLARATION I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner of the property an exclusively contracting with licensed III Chapter 9(commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions Professions Code nd my license is in full force and effect, Code:The Contractor's License Law does not apply to an owner of a property License Class 0iU License No. 7 ExpiresAo 7� who builds or improves thereon, and who contracts for the projects with a ,I Signature wl mow. licensed contractor(s)pursuant to the Contractors State License Law). { WORKERS'COMPENSATION DECLARATION ❑ 1 am exempt from licensure under the Contractors'State License Law for the ❑ I hereby affirm under penalty of perjury one of the following declarations: following reason: I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that, except for my personal residence in compensation,issued by the Director of Industrial Relations as provided for by which I must have resided for at least one year prior to completion of Section 3700 of the Labor Code, for the performance of work for which this improvements covered by this permit, I cannot legally sell a structure that I have permit is issued. built as an owner-building if It has not been constructed in its entirety by licensed Policy# contractors. I understand that a copy of the applicable law, Section 7044 of the I have and will maintain workers' compensation insurance, as required by Business and Professions Code,is available upon request when this application is /section 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:htto'//www.leciinfo.ca.gov/calaw.html. permit is issQsued.My workers' n�compensation insurance carrier and policy number are: j Carrier ll"� �7 VI��Yr� Y]`V, p r7�/ `' �/ �2 f Property Owner or Authorized Agent Date Expires 11 f I I_l Policy#V\1 tw_d 2,-3-3' ❑ By my Signature below, I certify to each of the following: 1 am the property Name of Agent Phone# owner or authorized to act on the property owner's behalf. I have read this (This section need not be completed if the permit is for application and the information I have provided Is correct. I agree to comply one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to enter the above- El I certify that in the performance of the work for which this permit is issued, I identified property for the inspection purposes. shall not employ any persons in any manner so to become subject to the workers'compensation laws of California, and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall forthwith comply with those provisions. Property Owner or Authorized Agent �7 2 /� Date /,/ / ////7",/Q City Business License# (l 3 / 3l O Date;_ Applicant;��� ""V" 'a y��"�w( WARNING: FAILURE TO SECURE WORKERS' HAZARDOUS MATERIAL DECLARATION COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING ($100,000), IN ADDITION TO THE COST OF COMPENSATION, ❑YES OCCUPANT HANDLE A HAZARDOUS MATERIAL ORA DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES )2iJO EQUAL TO OR GREATER THAN THE AMOUNTS CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS I hereby affirm that under the penalty of perjury there is a construction lending INFORMATION GUIDE? agency for the performance of the work which this permit is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE 3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE Lender's Name DYES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION FROM THE SOUTH COAST AIR QUALITY MANAGEMENT Lender's Address NO DISTRICT(SCAQMD) SEE PERMITTING CHECKLIST FOR OWNER BUILDER DECLARATIONS GUIDE LINES I hereby affirm under penally of perjury that I am exempt from the Contractor's PRINT NAME: License Law for the reason(s)indicated below by the checkmark(s)I have placed DYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY next to the applicable item(s) (Section 7031.5. Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A Any city or county that requires a permit to construct, alter, improve, demolish, N NO SCHOOL? 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 provisions of the Contractor's State License Law (Chapter 9 (commencing with I HAVE READ THE HAZARDOUS MATERIAL Section 7000)of Division 3 of the Business and Professions Code)or that he or �S INFORMATION GUIDE AND THE SCAQMD PERMITTING she is exempt from licensure and the basis for the alleged exemption. Any �" CHECKLIST. I UNDERSTAND MY REQUIREMENTS violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY a civil penalty of not more than ($500).) HOD, SECRDOUS MAN 2550, 25533REPORT,AND 25534 CONCERNING ❑ I, as owner of the property, or my employees with wages as their sole compensation,will do ( ) all of or ( ) porting of the work, and the structure is PROPERTY OWNER OR AUTHORIZE AGENT 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 X who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for 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 not built or improved for the purpose of sale). CITY OF MENIFEE City of Menifee PLCK No: RPM It 29714 Haun Road Building & Safety Dept. I W714 —O (IOa Menifee, CA 92586 JUN 2 3 2014 DatyS (y ly Date: 9`t'A Phone: (951)672-6777 Amount: G00 Amount:��� '� Fax:(951)679-3843 Received Ck# Ck#: Building Combination Permit C3►3 S To Be Completed By Applicant Legal Description:12 LAD7 P02- Planning Case: F: L: Rt: R Property Address:2'�- i Tu i i t W Wilt _1C� �I q2 S ,! Assessor's Parcel Number. `�S Unit#: ✓, 000 Project(Tenant Name: _I Floor Name: Phone No Fax No. DU✓l�l y �Ls�(('�i 4�-,-%!e 8-Z4r2 Property Address:2Go79) TUjiI a LJ7- INPM) i U�, aZS-`D-Z-f Unit Number Zip Code Owner 4,9 6-B-9 Email Address: Name: (�ry�4 Phone No. �i(,012 `t'uvvvr� -' (.{ fiYl. RS1-719'$7Q Fax No. Applicant Address: ,r + A �L r....n L T�,r,„rp�, 1 i.fn Unit Number Zip Cade Email Address:'iCQte 42.9w i (a VIVIVj+ol1t w. L0Jrp;I I Name: ViVI`ni (SMOW- 2 �f / Olin-hone No` 3iis Fax No. Contractor Address:27j(i4a coj� cw l�V cltyTeWWW10 State Zip CodeaZi�..�� Contractor's ``i'tyv1 BusinessLicense o. Contractor's City State of California License No. Classification: C_ Number of Squares: 'T Square Footage Description of Work:tioor of 11'lw&, is,00 KW V 6 , 52 OIpdwns I t YIVAi tb j 1110 1�'�GI. Cost of Work:$ Applicant's Signature ` aw - *���^ Date: /f g6141 To Be Completed By City Staff Only Indicate As R-Received or N/A-Not Applicable 5 Completes sets of fully dimensioned,drawn to sale plans which include: 1 set of documents which include ❑ Title Sheet ❑ Elevations ❑ Electrical Plan ❑ Geo Tech/Soils Report(on cd only) ❑ Plot/Site Plan ❑ Roof Plan ❑ Mechanical Plan ❑ Title 24 Energy(on 8 Y x 11) ❑ Structural Calculations ❑ Foundation Plan ❑ Cross Section ❑ Plumbing Plan ❑ Single Line diagram for elec.services over 400 AMP ❑ Floor Plan ❑ Structural Framing Plan&Details ❑ Shoring Plan 1 ❑ Sound Report-Residential Class Code: Indicate New Construction Alteration* Addition* Means/Methods Work Type. Repair* Retrofit' Revision to Edsffng Permit' Required? YES NO Proposed Building Use(s): Existing Building Use(s): #Buildings: #Units: #Stories: Will the Building Have a Basement? Y of N Bldg.Code Occupancy Group Indicate Indicate if YES or NO Indicate all Geo-tech.Haz.Zone At Project Construction Sprinklered that apply: Coastal Zone Completion: Type(s): C Of O Noise Zone Required? YES or NO Listed on Historic Resources Inventory CITY PLANNING STAFF ONLY APPROVALS: Costal Commiss Arch.Review Board Landmark Comm. Planning Comm.Zoning Administrator Fee Exempt: City Project Else-Vehicle Charger Landmark Seismic Retrofit special case:slag. OffivalA royal Expedite Project(s): Child Care City Project Green Building Landmark Anordable Housing For Staff Use Only 9umin /Safely I Permit Specialist 1 City Planning Civil Engineering EPWM-Admin I Transportation Mgml, I Rent Control THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY City of Menifee Permit No.: PMT14-01102 29714 HAUN RD. Type: Residential Electrical q tCCEI MENIFEE, CA 92586 MENIFEE Date Issued: 06/30/2014 PERMIT Site Address: 28791 TULITA LN, MENIFEE, CA 92584 Parcel Number: 388-055-006 Construction Cost: $65,000.00 Existing Use: Proposed Use: Description of INSTALL RESIDENTIAL ROOF MOUNTED SOLAR PV SYSTEM 52 MODULES 52 MICROINVERTERS Work: 12.48KW Owner Contractor DANNY BENSON VIVINT SOLAR DEVELOPER LLC 28791 TULITA LN 4931 N 300 W MENIFEE,CA 92584 PROVO, UT 84604 Applicant Phone: 8058772974 NICOLE POWELL License Number: 973756 VIVINT SOLAR DEVELOPER LLC 4931 N 300 W PROVO, CA 84604 Fee Description Oft Amount($) Solar, Residential or SmalfCommercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Electrical 129 129.07 Additional Plan Review Electrical 129 129.07 Additional Plan Review Electrical 129 129.07 GREEN FEE 1 3.00 SMIP RESIDENTIAL 1 7.00 $676.21 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. I SI bo AA_Bldg_Permit_Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner of the property an exclusively contracting with licensed Chapter 9 (commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions Professions Code and my license is in full force and effect. Code:The Contractor's License Law does not apply to an owner of a property License Class License No. who builds or improves thereon, and who contracts for the projects with a Expires Signature licensed contractor(s)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLARATION ❑ I am exempt from licensure under the Contractors'State License Law for the ❑ I hereby affirm under penalty of perjury one of the following declarations: following reason: I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that, except for my personal residence in compensation,issued by the Director of Industrial Relations as provided for by which I must have resided for at least one year prior to completion of Section 3700 of the Labor Code, for the performance of work for which this improvements covered by this permit, I cannot legally sell a structure that 1 have permit is issued. built as an owner-building if it has not been constructed in its entirety by licensed Policy# contractors. I understand that a copy of the applicable law, Section 7044 of the ❑ I have and will maintain workers' compensation insurance, as required by Business and Professions Code,is available upon request when this application is section 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:http' w w.leginfo ca gov/calaw html. permit Is issued.My workers'compensation insurance carrier and policy number are: Property Owner or Authorized Agent Date Carrier Expires Policy# ❑ By my Signature below, I certify to each of the following: I am the property Name of Agent Phone# owner or authorized to act on the property owner's behalf. I have read this (This section need not be completed if the permit is for application and the information I have provided is correct. I agree to comply one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to enter the above- El I certify that in the performance of the work for which this permit is issued,I identified property for the inspection purposes. shall not employ any persons in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Property Owner or Authorized Agent Date Code,I shall forthwith comply with those provisions. City Business License# Date; Applicant; WARNING: FAILURE TO SECURE WORKERS' HAZARDOUS MATERIAL DECLARATION COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING ($100,000), IN ADDITION TO THE COST OF COMPENSATION, OYES OCCUPANT HANDLEA HAZARDOUS MATERIAL ORA DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑NO EQUAL TO OR GREATER THAN THE AMOUNTS CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS I hereby affirm that under the penalty of perjury there is a construction lending INFORMATION GUIDE? agency for the performance of the work which this permit is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE 3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE Lender's Name OYES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION FROM THE SOUTH COAST AIR QUALITY MANAGEMENT Lender's Address ❑NO DISTRICT(SCAQMD) SEE PERMITTING CHECKLIST FOR GUIDE LINES OWNER BUILDER DECLARATIONS I hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME: License Law for the reason(s)indicated below by the checkmark(s)I have placed OYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY next to the applicable item(s) (Section 7031.5. Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A Any city or county that requires a permit to construct, alter, improve, demolish, O NO SCHOOL? 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 provisions of the Contractor's State License Law(Chapter 9 (commencing with I HAVE READ THE HAZARDOUS MATERIAL Section 7000)of Division 3 of the Business and Professions Code)or that he or OYES INFORMATION GUIDE AND THE SCAQMD PERMITTING she is exempt from licensors and the basis for the alleged exemption. Any CHECKLIST. I UNDERSTAND MY REQUIREMENTS violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY a civil penalty of not more than ($500).) HCODE AZARDOSECTION S ON 25AL5 255 3,RI AND 25534 CONCERNING ❑ I, as owner of the property, or my employees with wages as their sole compensation,will do ( ) all of or( ) porting of the work, and the structure is PROPERTY OWNER OR AUTHORIZED AGENT 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 X who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for 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 not built or improved for the purpose of sale). l�L7sSiib t�sxvxa:�� Ir'IC STRUCTURAI.£PIG1N££RS April 15, 2014 Mounting System 820 Riverside Plcwy Sacramento, California 95606 TEL: (855) 731-9996 FAX: (916) 287-2269 Attn.: Mounting System - Engineering Department, Re: Engineering Certification for the Mounting System 13/52 Rail Span Chart PZSE, Inc.-Structural Engineers has reviewed Mounting System's 13/52 rail span charts. All information, data and analysis contained within the Mounting System 13/52 rail span charts are based on, and comply with the following: 1. Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-10 2. 2012 International Building Code, by International Code Council, Inc. 3. 2013 California Building Code, by California Building Standards Commission 4. 2010 Aluminum Design Manual, by The Aluminum Association 5. AC428,Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV)Panels,November 1, 2012 by ICC-ES This letter certifies that the loading criteria and design basis for the Mounting System 13/52 rail span charts are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call. ess1 Qa oN EaNr:rH q! Sincerely, w r yFy a m ml. A Na.598]6 � Paul Zacher, SE -President ��rF�o, 8137 Sunset Avenue,Suite 120 • Fair Oaks,(A 95628 • 916.961.3960 916.961.3965 f • WWW.P SE.COM 13/52 Rail Zone 15pan Chart Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 105 10.0 8.5 7.0 6.0 5.5 5,0 4.5 4,0 4.0 3.5 110 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Category 130 9.5 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 B 140 9.0 8.5 7.0 6.0 5.5 5.0 150 8.0 8.0 7.0 6.0 5.5 5.0 4.5 160 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 170 7.0 7.0 6.5 6.0 1 5.5 1 5.0 4.5 4.0 4.0 3.5 180 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 p 11 sf 90 psf iqo,," 100 ' g5 7Q 50 55 5:0 105 t�0 0 r i 8-$ 7 0 =6t05 5 0? 4.,5 r: 4 0 ' 4 0 1110 E5 85 yPx1 5.0`. , '4S%''. 40:'0; 40 r 45.. 40' 40 3.5 Category Y,`30 ;r S 0 ' $0 7,017 1�{F a140>r 75. 75 0 4.5 ; 1 :d 5Q"r. ,7 „ 70 y'r 55 . 60 ,5t5 5,b•' 4.5 ` 'S;O, _4.5; ` Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 1001 10.0 815 7,0 &0 ..5.5 5.0 4.5. ' 4.0 105 9.5 8.5 7.0 i 6,0 5.5 5.0 4.5 " 4.0 4.0 3.5 -` 110= 9.0 8.5 TO =6.0 S.5 5'.0 4.5'. 4.0 4.0 3.5 DO 8,5 $.0 ` 7.0 6.0 '5.5 5.0 4.5 4.0 4.0 '. 15 Category 130 ` 7.5 7.5 7.0 6.0 '$.5 5,0 4.5 ' 4.0 4.0 3.5 D'. 140 7.0 7.0 6.5 6.0 '5,5 5:0 4.5' 4.0 4.0 3.5 150 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 .. 160''. 6.0 6.0 6.0 "" 5 5 5.0 4.5 4.5. 4.0 - 4.0 3.5 170:: 1.1 5.5 5.5 5.5 1 5.0 4.5 1 4.5.. 4.0 40 3.5 180:: 5.5 5.5 1 5.5 " 5.5 1 5.0 1 45 1 4.5 1 4.0 4.0 3.5 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof attachment or roof capacity check L. Wind risk category 0 per ASCE7-10 C. Topographic factor,kzt is 1.0 -- d. Maximum mean roof height Is 60 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is SO lbs h. Height of solar panel is between 2"and 10"to roof 13/52 Rail Zone 2 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psfM35 100 9.5 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 105 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 110 8.5 8.0 7.0 6.0 5.5 5.0 4.5 4.0 4.0 120 7.5 7.5 7.0 6.0 5.5. 5.0 4.5 4.0 4.0 Category 130 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.Q 4.0 B 140 6.5 6.5 6.5 5.5 5.0 5.0 4.5 4.0 4.0 3.5 150 6.01 0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 - 160 5.5 5.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 3.5 170 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 180 5.0 5.0 5.0 5..0 5.0 4.5 4.5 4.0 4.0 3.5 Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf '100 80 80 + 70 ¢0 5{s 50 5 r it p £ r 40 4(,� g 7r3^S, T777 > ]�' at ,; 70 t t6c' ::. 5 0 n 4S "`a�€ 4L ,:.i -";SI Q'" }]]' .as ad t^l 5 ,vfE ° ,y-y •..�?' 5," . t PIP e""�,i',. 'a� 4 771 4 B" A. x,55 45 """&"40£"`.g 150 ` 5 0 f Sa0 a . 5 0 5 0r,- 5 0 �' r <4 5 �+, s t''4 5� zf t.£,p4.0 `3 5 fl„Ot€'�t t`,3S! ✓. a 160 5_ `7 A r 170 tr 4'S' i 45)> �,..�4 r a a Y��{��,4�t£fr f£"x45a;„,✓ 4*5 f� -r�s''�Oc az�' a ra'xs f k '% 5i"", ,t Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf r100;,, i "'. 7.5,,. ,75. :-6.St,"'. '0.4 5S 5.0 : -4.Ss . 40 ;.-i 4.0 ,','3,s 105 7.0 - ',7.0, - 5.5 "6A ', 5.5 „5•Q -R.5't-: ...'s(.0 40".,.).:'`, ,110 6.5 6.5 -` i 6.5 6.0 '4,5 ,`: 120 -6.0 .:6.0 $5 ., 5.0 46 Category 1130 = ,5.5 - 5.5 5.S .5.5 'S.Q; :4.51 .d.5 '�-; '4.0 ,4:0 D ,_ -' 140 5:0' ,5.0, I SA '.5.0 S,g ;a4.5` 45 i` 40 " ,: 40 150 . S,O; 5.0 5,0 " 5.© ' ,4.5 4.5,',. ` ,4A 4 0 " '3t5 160 ` 4.5 t '4.5 r4.5 ; 4.5 ' 4.5 4.5�, ', .45 " 41 `�",. 4,0- ,170 . -4.0 ,- , '4.0 4.0 , 0 A.0 4.0':` ''4cQ' A.0. ,`. -4 0 =3.5` 4.0 ' 4.0� a.4.0 4 0 a. The table above ONLY includes 13-52 rail capacity check. It does not include roof attachment or roof capacity check b. Wind risk category II per ASCE7-10 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 60 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 50lbs h. Height of solar panel is between 2"and 10"to roof 13/52 Rail Zone 3 Span Chart Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 105 7.0 7.0 6.5 110 6.5 6.5 6.5 fi.0 5.5 5.0 4.5 4.0 4.0 3.5 120 6.0 6.0 6.0 Category 130 5.5 B 140 5.0 150 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 160 4.5 4.5 4.5 4.5 4.5 1 4.5 4.5 4.0 4.0 3.5 170 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 180 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 3.5 Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf SO psf 60 psf 70 psf 80 psf 90 psf 66 65 , `55 50 5.0 4<5-' 40 ;l f40 60 .: 60 60 '�55 { 0 A.5 4.S ,40 40 35 ; v a ` 310 55 55:. 4.,�5 7J5., 4b 40 35 5OV, 5T7 �a;egory 5 Sap50� 50 50 i5050 k5 4 ! 4.0 4p �35 .,.0 140,: A5 4S " 45 i4545 4,$ 45 40 4p 4,0 4,0' 40 4p .' 35 , 40 - 40 40 ` ? 4p 40 , 40 ti 40 40 ';40 :`.40 .=g.0 - 170j 35 ,i 38 35 ',`35 35 '3.`5 35 3b 35 �35 -"kg0 Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf '3 psf 100: 6.0 6.0 6.0 5.5 5.0 4,5 4.5 4.0 4.D ,5 105` 5,5 5.5 5.5 : 5.5 5.p 4.5 4.5 4.0 4.0 3.5 110'- 5.0 5.0 5,0 5.0 5.0 4.5 4.5. 4.0 4.0 3.5 120: 5,0 > 5.0 5:0 5.0 'S0 4.5 4.5 ' 4.0 4.0 3.5 Category 13,0. 4.5 rl 4.5 4.5 ' 4.5 4.5 4:5 45 . 4.0 4.0 3.5 .0 0 1,40u. 4.0 `: 4.0 4.0 4.0 "4.0 4.0 4 4.0 4.0 3.5 150- 4.0 ' 4.0 4,0 4.0 '4 0 4:0 4.0- 4,0 4.0 3.5 160 3.5 :` 3.5 3S 3,5 3.5 3:5 3.51' 3.5 3.5 3.5 170" 3.5 15 3.5 3.5 B S 3:5 3,5.'. 3.5 3.5 15. 180' 10 3.0 3.0 3.0 1 3.0 1 `3.0 1 3.0 3.0 3.0 3.0 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof attachment or roof capacity check b. Wind risk category II per ASCE7-10 C. Topographic factor,kzt is 1.0 -- d. Maximum mean roof height is 60 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 50lbs In. Height of solar panel is between 2"and 10"to roof o � O N m m o � V1 N m ri O � M ti O � Cp N m m o � O N m m m o � V N N tI1 m O O N N N N u m `o ti LL 9 p K I� N ri IA ri a F-Ti ti � o h m ^� N N R o � ri ry M N N O � O N m N o � m N m r � n � a �o m u tt .`ri .v rvi m w n io o m o v e o 3 N O \ a m c+ c ° C m o �n o in o i.n o 16 o m o m o �n o � o � o o in n h rvl m V d' vt vl lO to I� ri o] [O O1 O1 ¢ .y , c rw_. Emg & Safety ot § ±NZ ] 2« \\ §§ Received (/(§ \\)0 „ ! ! 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IV T Benson Residence 3m 1-LINE 3mINSTALLER NUM N.4129 m y J M791 Tulba Ln E 1.0 TA DIAGRAM CA LICENS :e]3 8) Menke,CA 925 DRAWN BY:AMS, 394 Last Modified:823Q814 UTILITYACCOUNT NUMBER:21 2 2 8 2 9118 k_...,� �'�' .� �,,. ���.:w, , q t➢"�1k+KiRM \ � # / . 9!@ � !R om !!! § . � § \ � \ �� t % ƒ � ^ � ) a �ae � ± ,a /\ ; � m „ ; . &� ; ® / © | ! r . S (3( 2122620115 oa 00 J rn p 0 N N w d w 3 fD fD 1 � N C w > > d N CD J . = a�. w N w CD 3 O'2 5. D w N = m o rn o S J J r a O - m fO (O r < w a m o 0 CO fD fD F N N 'D w Q w N O. 1e n J .C—J C N v (D e (D 0 a 0 O w • aco N N N Q w N O ® N v w N m m _ a a p O J w N 3 N N fD CD O OIN . D w �. CD ? w �_ W. 0 ti J �' N O. m m a CL -I J tl N CD w J 0 N �D 01 w J• 6 C (D (D • a - m w m m o a w 0 n w D < • n N 0 0 - 0 w O ® 0 (D _. 1 17 w O N B - O fD Np s W 0 p OO. 0' CSC • • lO C p 0 C. J ® O ' CD J m O " ® a c n M. • Q N ® O m • w N O. O ' • FAfD ~ CD O. N (D `E' J 1 (D w 1 — e x p ® D N O C tl e O ® < J N n , 0 - ' • foil 01 N A • X N N Q j O' wO ! m X N (D S D w ® S J 3 0 e y a BI O w O (D N z fD .w. n 0 3 e ® O ® O a O o' J 1 s (D J C� 1 fD • f0 N fO -+. a _ D N J N w pl • 0)IM m m w w ® a J a a 7J m a ® (D y p m ® ® N `c' 0 9) p e a • a 0 a �' m .. ]OC (D a 0 J Oa w J O O ,N. X ® p O N y • O N O fD e O w J w ® w w S J ® fD J 0 ® fD (N � � N • O D N w �. (D O (D - D U • J O w D m D • 0 CL ® w a 3 f) J < a 2 c ? o O J 0 (D w OR w N cALIFORNIA Q46#-973756 NAME-COOV ORAM �i INSTALLER',VIVINTSOLAR M ) Benson Residence DESIGN 3 m INSTALLER NUMBER:1.6]]4044129 {, p"' `r k"' WL1.O m GGIC m CA LICENSE'9]3]6(C4fi) ivint& .1 €E4` f; 26]91TulieLn A ORAWNBV'.AMS JAR3639473 I L.M M.d f,.d'6/23/2014 UTILITY ACCOUNT NUMBER',21 2 2 6 2 011fi 0>3> yy3>pA -I%OXyDi m 3A3mo c c0 n 303D3D D3y O v'I y OCA<� O y�zym53 N -Z19m� �`e mDODo3D O AC y -1 mA pCZfOn CNIOm D O D A mC m�0 AytiNZ2y O OSD � Zm9 _ -iA W m�OOy O m C A A 6 my OCm2D00 Z ID w IN I I O m Z Z I Z 00 � C m D D r ■ O Z O Z fz11-IC 6) IZII~CGl F Cam IuCtim m zm0 mzm0 O y3� OD3A mODy NS mONS •r _I Oj cp1 O DytO'l • • • z 'rrOm7� 9omx z N32 Zy3= � • O O c z O O z •, N NSA yN� A A y 0 H N O O O O c ti y �a • z n 0 r y � Sn O pyZ �ZCy Cn •• Or0 mmZ ADy00Cr'A n?Z tOn D'ry 5 rZil 011 oZ' -Zic3Ocm `LZ '�ZA �'CA� n o y z 0 C . :,.OK N -CI py Om0 ry yZ y c � • m n Benson •- A r"®' I i a Cl) z G Cl) 4 00 om� CO) CD z0 O mA r cX U .® Km 0" n CO X0o � � -um a U) om mn ozc m -4 �Cl) O-n Omn co _ ® ® o z -i v 00= mC� OHO ® ® 2 m-I-I O*W n oo XPP -n:qp Z = c zq-qX r OZ -' r- O Z cn * > = zr, Off ® z I Service/Feeder calculation for (address): 128791 Tulita Ln. Menifee I Section 220.82 (A)Alternate Method used because service is over 100amps&fed with 120/240V Section 220.82 (B) General Lighting/Receptacles: Building Square Footage VA(watts) Amps House 3800 11400 47.5 Garage 1800 5400 22.5 Total 220.82 (B)(1) @ 3 VA per sq ft 16800 70 Dedicated circuit Size in VA Dedicated circuit Size in VA Dishwasher 1170 Pool/Hot Tub Pump Disposal 1000 Pool/Hot Tub Heater Range Water Heater 3800 Oven 720 Dryer Cooktop Sewer Pump Refrigerator 1000 Water Pump Microwave 500 Welder 31000 Appliance Circuits (2) 3000 Laundry 1500 VA Amps Total 220.82 (B)(2)- (4) 43690 182.0416667 Total Section 220.82 (B): Total VA 220.82 (B) (1) -(4) 60490 First 10,000 VA @ 100% 10000 Remainder @ 40% 20196 Total VA for General Lights/Receptacles &dedicated circuits: 30196 Total Amps for General Lights/Receptacles&dedicated circuits: 125.8166667 Section 220.82 (C) Heating and A/C loads: 100%of Heat or A/C unit in kVA 65%of supplemental Heat or A/C unit in kVA Total Heating and A/C loads in kVA: 3,600 Total Heating and A/C loads in amps: 15.00 Totals from Section 220.82 VA Volts Amps Section B: 30196 240 125.8166667 Section C: 3,600 240 15.00 Totals Service/Feeder Load: 140.82 i j Vivint Solar - PV Solar Rooftop System Permit Submittal 1. Protect information Project Name: DANNY BENSON Project Address: 28791 Tulita Ln, Menifee CA A.System Description: The array consists of a 13 kW DC roof mounted Photovoltaic power system operating in parallel with the utility grid.There are (52) 250- watt modules and(52)215-watt micro-inverters,mounted on the back of each PV module.The array includes (4)PV circuit(s).The array is mounted to the roof using the engineered racking solution from Mounting Systems Inc.. B.Site Design Temperature: (From Palm Springs Int'I AP weather station) Average low temperature: -2.2°C (28.04°F) Average high temperature: 42.9°C (109.22°F) C. Minimum Design Loads: Ground Snow Load: 0 psf (ASCE 7-10(7.2)) Design Wind Speed: 100 mph (ASCE 7-10(26.5.1)) 2. Structural Review of PV Array Mounting System: A.System Description: 1.Roof type: Comp. Shingle 2.Method and type of weatherproofing roof penetrations: Flashing B. Mounting System Information: 1.Mounting system is an engineered product designed to mount PV modules 2.For manufactured mounting systems,following information applies: - a.Mounting System Manufacturer: Mounting Systems Inc. b.Product Name: Alpha+ c.Total Weight of PV Modules and mounting hardware: 2189.7 Ibs d.Total number of attachment points: 142 e.Weight per attachment point: 15.42 Ibs/square foot f.Maximum spacing between attachment points: * See attached engineering talcs g.Total surface area of PV array: 911.47 square feet h.Array pounds per square foot: 2.4 Ibs/square foot i.Distributed weight of PV array on roof sections: -Roof secton 1: (14)modules,(36)atachments 16.37 pounds per square foot -Roof section 2: (9)modules,(36)attachments 10.52 pounds per square foot -Roof section 3: (29)modules,(70)attachments 17.44 pounds per square foot 3. Electrical Components. A. Module (UL 1703 Listed) Qty Yingli Energy YL250P-29b 52 modules Module Specs Pmax-nominal maximum power at STC - 250 watts Vmp-rated voltage at maximum power - 30.2 volts Voc-rated open-circuit voltage - 37.8 volts Imp-rated current at maximum power - 8.11 amps Isc-rate short circuit current - 8.63 amps B.Inverter (UL 1741 listed) Qty Enphase M215-60-2LL-S22 52 inverters Inverter Specs 1. Input Data (DC in) Recommended input power(DC) - 260 watts Max.input DC Voltage - 45 volts Peale power tracking voltage - 22V-36V Min./Max.start voltage - 22V/45V Max.DC short circuit current - 15 amps Max.input current - 10.5 amps 2.Output Data (AC Out) Max.output power - 215 watts Nominal output current - 0.9 amps Nominal voltage - 240 volts Max.units per PV circuit - 17 micro-inverters Max.OCPD rating - 20 amp circuit breaker C.System Configuration Number of PV circuits 4 PV circuit 1 - 17 modules/inverters (20)amp breaker PV circuit 2 - 12 modules/inverters (15)amp breaker PV circuit 3 - 13 modules/inverters (15)amp breaker PV circuit 4 - 10 modules/inverters (15) amp breaker vivant. -solar I D. Electrical Calculations 1.PV Circuit current PV circuit nominal current 15.3 amps Continuous current adjustment factor 125% 2013 CHC Article 705.60(B)) PV circuit continuous current rating 19A25 amps 2.Overcurrent protection device rating - PV circuit continuous current rating 19.125 amps ' Next standard size fuse/breaker to protect conductors 20 amp breaker Use 20 amp AC rated fuse or breaker 3. Conductor conditions of use adjustment(conductor ampacity derate) a.Temperature adder Average high temperature 42.9 °C (109.22°F) Conduit is installed 1"above the roof surface Add 22°C to ambient 2013 CEC Table 310.15(B)(2)(a) Adjusted maximum ambient temperature 64.9°C (148.82°F) b.PV Circuit current adjustment for new ambient temperature Derate factor for 64.9°C (148.82°F) 58% 2013 CEC Table 310.16(bottom of table) Adjusted PV circuit continuous current 32.9 amps c.PV Circuit current adjustment for conduit fill Number of current-carrying conductors 12 conductors Conduit fill derate factor 50% 2013 CEC Table 310.15(B)(2)(a) Final Adjusted PV circuit continuous current 65.9 amps Total derated ampacity for PV circuit 65.9 amps Conductors(tag2 on 1-line)must be rated for a minimum of 65.9 amps THWN-2(90°C) 96AWG conductor is rated for 75 amps (Use#6AWG or larger) 2013 CEC Table 310_16 4.Voltage drop(keep below 3%total) 2 arts: 1.Voltage drop across longest PV circuit micro-inverters(from modules to j-box) - 2.Voltage drop across AC conductors (from j-box to point of interconnection) 1.Mirco-inverter voltage drop: 0.48% The largest number of micro-inverters in a row in the entire array is 10 inCircuit 2.According to manufacturer's specifications this equals a voltage drop of 0.48%. 2.AC conductor voltage drop: =I x R x D C 240 x 100 to convert to percent) _ (Nominal current of largest circuit)x(Resistance of#6AWG copper)x(Total wire run) _ (Circuit 1 nominal current is 15.3 amps)x (0.00051Q)x(380') . (240 volts)x(100) 1.23% - Total system voltage drop: 1.71% I 3. Important Installation Information 3.2. Mounting Preparations 3.1.Conditions of Use Mounting Systems Gmbh recommends you inquire about the local conditions before ordering the The Alpha- on-roof system is designed with different Alpha*. In particular, acquaint yourself with: rail and on-xoof fastener variations in accordance with Eurocode 1-DIN EN 1991-1-1 for various maximum The roof structure and any irregularities loads.The suitability of the material must therefore be Dimensions, material, quality and distance of the ,t verified for each system, e.g. by means of the Alpha' rafters 1 purlins configuration tool. Please also observe the constraints, Type, quality and fastening method of the roof listed in chapter 2.3 'Technical Data". tiles I roofing 3.3. Mounting Aids and Required Tools Y ; For the installation of the mounting system,you will Risk of fatal injury from require the following tools: r'V damage to roof DANGER Allen key 1 hexagon socket drill bit, 5 mm Excessive loads can severely Socket key 1 socket key attachment size 13 damage the roof. Cordless screwdriver 1 electric drill with attachment for fastening the wood screws; (varying depending •:Before mounting and installation, on the roof hooks selected): please make sure that the building. • Cross recess (far chipboard screws) and especially the roof cladding • AW 30 (for 6x80 wood screws) -meets the increased.structural • Socket key attachment size 13 requirements for the PV.system. (for 8x80 wood screws) and the mounting operation. - • Socket key attachment size 9 (for M12x300 hanger bolts) .......... .............................::....................:...`......... • Socket key attachment size 7 ......... .............................................................. (for M12x200 hanger bolts) - Angle grinder with Risk of fatal injury from • Metal cutting disc falling objects • Stone disc DANGER Chalk Line Parts falling from the roof can result . Spirit level in serious injuries or death. Yard stick 1 tape measure Before commencing with the 3.4.About the Installation Instructions installation, please ensure that the material.used meets the - In the following chapters all steps for the planning structural requirements of the:. and mounting of the Alpha*are listed in the correct site:. sequence. Chapters 5, 6 and 7 describe the mounting steps for a portrait layout of the modules with interior ........................................................ .................. rail connectors; chapters 8-11 describe the mounting steps for other material and installation variations. Please adhere to the mounting steps listed and be ensure to follow the safety instructions. Important Installation Information 7 mounting systems ..............................................0.............................................. 4. Planning the Module Area For installation,the base rails are fastened to the r„f rafters or purlins(for metal roofs)of the building with ,�. • roof fasteners(e.g, roof hooks).The roof fasteners must �. , • �,rr ,� be mounted at defined distances, depending on the `�" ;` � " f ° • distance of the rafterslpurlins,the position on the roof and on the on-site conditions*.The layout is defined using a configuration tool or project-related structural r analyses. Layout required according to local conditions in U;. + accordance with Eurocode 1-DIN EN 1991-1-llEurocode 9-DIN EN 1999-1-1. F .. Risk of fatal injury from damage to roof Image 4. -1 Modul Area DANGER Excessive loads can severely a Height of the module field: Number of modules damage the roof. vertically x module length (+ any clearances) • Before mounting and installation, b Width of the module field: Number of modules please make sure that the building horizontally x(module width + 19 mm) + 41 mm and especially the roof construction meets the.increased structural c Distance of the base rails vertically(taking into requirements resulting from the PV account the tile pattern as well as the number system and the assembly and positioning of module clamping points operation. approved by the manufacturer):Approx. quarter ........................................................................... points of the modules = 1/2 x module length. ........................................................................... _ d Distance of the roof hooks horizontally:According Risk of fatal injury from. to the project layout, depending on the rafter '& falling objects distance and the structural calculations" DANGER Parts falling from the roof can result e Distance between the modules= 17-19 mm in serious injuries or death. Layout required according to local conditions in Before any mounting of installa- accordance with Eurocode 1-DIN EN 1991-1-11 tion, please make sure that the Eurocode 9-DIN EN 1999-1-1. material used is suitable for the building structure and meets the structural requirements applicable on-site. .............................................................. ............ 8 Planning the Module Area i Risk of fatal injury due to falling- . Falling from.the roof can result in DANGER serious injuries or death. Please wear the:statutory z, protective equipment. f • Secure yourself against falling. .. Do not perform any workin strong winds. 1 y Risk of fatal injury from s falling objects tK4 DANGER Parts falling from the roof can result "� t>= in serious injuries or death. • Block off the hazard area on the ground prior to the.mounting work to prevent falling objects injuring persons. Ensure that no parts can fall - off the roof. • Please wear the statutory protective equipment. Do not stay in the hazard area. • Do not perform any work in strong winds. • After completion of the installation, - checktheraekingsystemandthe modules for a tight fit. Planning the Module Area 9 mounting systems 5. Installation of Roof Fasteners The roof fasteners are fixed to the roof structure and serve as a connector to the base rails.The permissible -, distance between the roof fasteners depends on the k y structural requirements and must be laid out specifically for the project, e.g. with the Alpha* configuration tool.The type of roof fastener must be selected according to the respective structural load, substructure and roof cladding. Depending on the roof construction and the type of roof fastener, the installation process or the preparation of the substructure can vary or require additional structural measures.If you have any doubts, please contact a � l specialist roofer. In the following,the installation of a standard roof hook is described.The mounting steps for other types of roof fasteners are described in chapter g. 5.1. Preparation of the Roof Substructure Mounting steps: • Determine the position of the base rails and the roof fasteners on the roof,taking into account the system planning,the tile and rafter pattern and the permissible clamping points of the PV modules used. Push up or remove the roof tiles at the appropriate points. Damage to the building and the PV Image 5.1. -1l I! i system due to incorrect mounting CAUTION Incorrect distance between the roof fasteners can cause damage to the building and the PV system. • Select the distance of the roof fasteners according to the.tool layout and adhere to it. • Adhere to the potentially different distance values defined for roof fasteners to be placed in the middle of the roof or along the edge f in the corners of the roof. Image5.1. -2 ........................................................................... 10 Installation of Roof Fasteners _ 1 Prepare the fastening points of the substructure for professional mounting of the roof fasteners and ensure sufficiently load-bearing,wide and level contact surface. fi Note: e , Depending on the roof structure, s 1 type of roof fastener and structural requixemedts various additional � structural measures might be required ; _€ Image 5.1. —3 Image 5.1. —4 at the fastening 5 g g g points. For example,. �{J 6� in a counterbatten construction,the �x contact surface might need to bet„.f� _ expanded.by additional squared timber screwed to the rafters..With - ` a frame structure,the roof trusses .might need to be doubled up at the appropriate positions. ,r. ... ............... Image 5.1. —5 Image 5.1. —6 j jp_ I AA Image 5.1. — 7 Installation of Roof Fasteners 11 mounting systems 5.2. Placing the Roof Fasteners- Here:Standard Roof Hook Mounting steps: ri,•ta Position the roof hook and,if required, underlay it; �r neither the vertical nor the horizontal stay of the ?^ roof hook may touch the underlying roof tile. pg Align the roof hook, m r f S Image 5.2. —1 rk o tlh y Image 5.2. —2 • Fasten the roof hook with 3 wood screws 6XR0 to the rafter. Observe the permissible edge distance for wood drilling. Image 5.1. —3 Image 5.1. —4 - 12 Installation of Roof Fasteners i �I i .x.. ........................................................................... Damage to the building and the PV system due to incorrect mounting r i 1r� CAUTION Incorrectly installed roof hooks can x' break away wr a • Fasten each roof hook to the substructure with the stipulated o- number of screws. ssa • Adhere to the permissible edge Image 5.2. — 5 distances distance when positioning the screws. : r $ If necessary, structurally widen the substructure. S w Image 5.2. -6 Installation of Roof Fasteners 13 mounting systems 5.3. Placing the Roof Tiles Mounting steps: v` • Correctly process the underside of the removed roof tiles to ensure that the roof tile can be replaced cleanly and does not stand up due to the underlying `=3 roof hook. �1 ..................... . ..... Damage to building from leaking era CAUTIDN: Incorrectly installed roof hooks and s, incorrectly performed restoration of Air the rain proofing of the roof Image 5.3. —1 cladding can result in leakages.. Prior to installation, make sure to choose aroof fastener variant I� .that is suitable for the roof and its requirements. • Do not install:unsuitable roof fasteners. When mounting the roof fastener adhere precisely to the mounting instructions. • Make sure to perform cut-outs on the tile or any additional structural measures that might be required in a professional manner.If you have any doubts Image 5.3. —2 please contact a specialist roofing company. • Reinstall the roof tiles. • If required,take additional structural measures to restore rain proofing. Image 5.3. —3 14 Installation of Roof Fasteners 6. Installing the Base Rails The base rails serve as module support and are available in different strengths and lengths. m$1 6.1. Plating and Alignment of the Base Rails ,. 7Y. r Mounting steps: f P y F P"` � •. Pre-mount the T-head bolt and serrated lock nut to r' the roof hook(nut must point in the direction of the 3 eaves,T-head bolt in the direction of the ridge) t f Image 6.1. -1 Image 6.1. -2 P"M • Lay out the total rail length per rail track (see chapter 4) and perform any rail cut-outs that might be necessary. • Distribute the base rails on the roof. Image 6.1. -3 " Hold the rail against the roof hook,insert the T-head bolt in the side channel, loosely fasten the screw with a quarter-turn in the side channel of the base rail, and loosely tighten the nut. Align the base rails by using a chalk line or spirit level. ......................................._.................................. Image 6.1. -4 Note: Connected rails should not exceed 1 a length of 12 m.Thereafter, an expansion joint(approx. 5 cm)must be considered. Do not install modules over expansion joints.The total rail length required depends on the width of the module field. (see chapter 4) ..................................................._...................... Installing the Base Rails 15 mounting systems • Tighten the lock nuts -torque: 20 Nm. Make sure the T-head bolts are positioned correctly in the rail channel. i Note: The permitted cantilever(overhanging of the loose rail ends over the last roof fastener)is limited.to 30 cm. Do not exceed this limit Image 6.1. -5 s Note: � Do not fasten all the base rails at once, but alternate between installation steps 6.1. and 6.2. Install the individual base rails plugged together with a connector. Material damage due to Image 6.1. -6 incorrect mounting - u CAUTION Incorrectly mounted T-head bolts. can slip out. •. When inserting the T-head bolts, always ensure the correct, . vertical fit of the bolt head in the channel • When aligning the rails and during the final fastening of the T head bolts, make sure that the 'head of the bolt does not slip into Image 6.1. - 7 an incorrect position. • Adhere to the specified torque of 20.Nm. 16 Installing the Base Rails i i I 6.2. Connection of the Base Rails Rail connectors are provided for the linking of the individual base rails.There are two different versions of connectors available for each rail thickness; an interior connector and an exterior connector.The mounting steps for the interior connector are specified below; •r�„ the mounting of the exterior connector is described in ' chapter 10.1. xsr, Mounting steps: ' zF Insert the rail connector into the first base rail until the stop. M Image 6.2. —1 .....,� Slide the next base rail onto the placed rail connector until the stop. Image 6.2. — 2 I�t Dlil� � I i'r i idilly� Yil II' III Image 6.1. —3 Installing the Base Rails 17 mounting systems Placing the ma_ The m caps are optional components and only have . an optical:ma __. a . From the outside, push the end :ram the w, z the base m« \ __6 o __ 6.3. « 18 Installing the Base Rails . I 7. Module Installation The modules are installed on the base rails one by one. Mounting Systems GmbH recommends mounting the modules starting from one side. Module clamps and module end clamps are used for the fastening of the nt. modules.The module end clamps can hold one module each.The module clamps are positioned between two r " modules. � s 7.1.Installing Clicicstones „} Clicicstones are used for the fastening of the modules. The Clickstone is a special clip with which the module r clamps are fastened in the base rail.You only need an Allen I(ey(5 mm)for the installation.You can insert the Clickstone from above into the top channel of the base �z• rail Mounting steps: Insert the Clickstone at a slight angle into the rail channel. Push the Clickstone down. Make sure you hear the Clickstone clickinginto the base rail. Note: j The shape of the Clickstone g corresponds exactly to the profile of i .wl LL--- the rail channel. It has been consciously constructed not to run I easily in order to prevent 1 unintentional slippingin vertical rail tracks.To move the Clickstone, press lightly on the bolt,from above,and move the stone with a little pressure along the rail channel r Tighten the bolt with a torque of B Nm. Image 7.1. —1 Mounting steps from top left to bottom right Module Installation 19 mounting systems ........................_.............................................. Note: The lugs on the inside of the Clickstones are designed in such a v= IA way that once the bolt has been tightened,they prevent a "click out' '¢- mechanically.Accordingly,the bolt s t"< must first.be unscrewed to above the ,` —+� �---- lugs before the Clickstone can be removed from the base rail by pressing the sides of the stone together and lifting. i i 1 � Material damage due to incorrect installation n,.. CAUTION Incorrectly mounted Clickstones can slip out. PV modules can fall and be damaged. Mount all Clickstone connections in.accordance with the ---- instructions. .� Material damage caused by Image 7.1. —2 S deformed Clicicstones Mounting steps from top left to bottom right CAUTION If clearly deformed Clickstones are used,the safety of the module fastening is not guaranteed.PV modules can fall and be damaged. • Only use Clickstones where the lugs are.parallel to each.other and you can clearly hear them clicking into the rail channel Replace deformed Clickstones prior to installation.. 20 Module Installation II i 7.2.Fastening the Modules on the Outer Side The margin modules of the PV system (for portrait mounting,the left and right module column) are fastened on the outer side with two module end k clamps each. r} Mounting steps: mx,ti t • Place and align an outside module.The base rail must protrude the module frame by 30 mm. Image 7.2. —1. 'n au� r Image 7.2. —2 • Insert the Clickstone of the module end clamp into the channel of the base rail. Push the module end clamp right to the module frame. MEN • Tighten the bolt(torque 8 Nm) and thus clamp Image 7.2. —3 Image 7.2. —4 Image 7.2. —5 the module. Material damage due to 'incorrect mounting CAUTION. Incorrectly fastened modules can fall and become damaged. Make sure.the Clickstones click in correctly. Push the module end clamp all the way:to the module. • Adhere to the stipulated torque of- 8 Nm when tightening the bolt. : Check the module fits tightly after mounting. Module Installation 21 X mounting systems 7.3. Fastening the Modules on the Inner Side Two module clamps are fastened between two modules. ,?r*. Mounting steps: fn¢t "sI •:� Insert the Clickstone of the module damp i into the channel of the base rail. Push the module clamp all the way to the .�ts'n ✓�" x:� frame of the already mounted module. ra Image 7.3. -S Image 7.3. -2 Push the second module to the module s` clamp and align. .Material damage due to incorrect mounting CAUTION: Incorrectly fastened modules can fall and become damaged. • Make sure the Clickstones click in Image 7.3. -3 - correctly.: • Push the modules all the way to the module clamp. Adhere to the stipulated torque of 8 Nm when tightening the bolt. Check both modules fit tightly after mounting. ........................................................................ Image 7.3. -4 • Tighten the bolt(torque 8 Nm) and thus clamp the modules. Image 7.3. -5 Image 7.3. -5 22 Module Installation 1 7.4. Fastening Additional Module Rows Mounting steps: Push the modules in the upper rows from above r t down to the modules in the lower rows. k` For optical reasons you can also keep a distance V to the lower module. ?'W k 21 Note . Use e.g. a module clamp as a spacer , gauge. way f y"gg .This. yyou will achieve _ r A11F identical horizontal and vertical ✓v distances between modules. Image 7.4. —1 ... ... ...... ..... ..:: w • Fasten the modules analogously to the Ist row a with module end clamps and module clamps (cf. chapters 7.2 and 7.3). All Module Installation 23 mounting systems 8. Installing Additional Roof Fastener - Variants ,,day 8.1.Installation of the Heavy Load Roof Hooks e The heavy load roof hook is designed for increased snow loads and therefore has a slightly different shape and is made from thicker material.Adjustment of the .�' roof tiles or additional structural measures for the restoration of the rain-proofing is therefore more likely to be necessary than for the standard roof hook. r`' ' Mounting steps: (; • Position the roof hook and,if required, underlay it; neither the vertical nor the horizontal stay of the roof hook may touch the underlying tile. ° Align the roof hook. Pre-drill with a diameter of 5 mm at the 2 fastening x.- points. Observe the permissible edge distance for wood drilling. Image 8.1. -1 Image 8.1. -2 • Fasten the roof hooks to the rafters with 2 wood screws 8x80 and 2 washers. ......... ........... / "'.•`' Damage to the building and the PV system due to incorrect installation " CAUTION Incorrectly installed roof hooks can break away. Fasten each roof hook to the substructure with the stipulated Image 8.1. -3 Image B.I. -4 number of screws. • Adhere to standard edge.distance when positioning the screws.If necessary, structurally widen the substructure. . Pre-drill-holes, e e ...................................................:................:...... Image 8.1. - 5 24 Installing Additional Roof Fastener-Variants 1 8.2.Installation of Roof Hooks on Concrete All standard roof hooks can be used on concrete, provided that the holes in the base plate are large enough for the positioning of the necessary concrete -'k dowels. _ To ensure a tight fit, both correct installation and especially sufficient thickness and quality of the concrete layer are crucial. Please note that for the ,. 't+ , i ` ,.r • fastening on Italian Pignatte structures, slightly t a� • � r" y r `Y,v q � +� � .� ^�"« different conditions apply. Dnui hole Clean dAl m t a ei rshc o Clew Tighten sae. Conditions of Use We e d ne,n Image 8.2. -I Concrete class: C20125 • Thickness of the concrete layer: Min. 4 cm r ' • Minimum distance to the edge: 50 mm (standard), 100 mm (Pignatte) Minimum distance between dowels: 50 mm Mounting steps: Position the roof hook and,if required, underlay it; neither the vertical nor the horizontal stay of the Image 8.2. -2 Image 8.2. - 3 roof hook may touch the underlying roof tile. Mark the fastening points and remove the roof hooks again. Make sure to keep to the permissible distances for concrete fastening. • Pre-drill fastening points. Male sure to drill at least 10 mm deeper than the length of the dowel. CAUTION. Drill without impact for Pignatte. Clean the drill holes thoroughly. Reposition and align the roof hooks. Image 8.2. -4 Image 8.2. -5 Insert dowel with screw. Tighten the screws. Image 8.2. -6 Installing Additional Roof Fastener-Variants 25 v mounting systems ........................................................................... Damage to the building and the PV system due to incorrect installation CAUTION Incorrectly installed roof hooks and „ry 3' concrete dowels can pull out. Only use concrete dowels in 'compliance with the specified Conditions of use. ;ct • Fasten the roof hooks to the " r substructure with the stipulated ryf � number of screws. Adhere to standard distances when positioning.the dowels. • Pre-drill holes in the specified depth.andclean them. 8.3.Installing Adjustable Roof Hooks Adjustable roof hooks allow for more mounting flexibility and are thus suitable for a larger range of roof tiles and batten strengths than standard roof r: hooks.The necessity of underlying the roof hooks is less likely. Please ensure safe blocking of the adjusting points. Image 8.3. - 1 Mounting steps: Position the roof hook and select the stay height. Position in such a way that neither the vertical nor the horizontal stay of the roof hook touches the underlying roof tile. • Tighten the connecting bolt at the adjusting point (torque of 20 Nm). Image 8.3. -2 • Align roof hook. Image 8.3. - 2 26 Installing Additional Roof Fastener-Variants • Fasten the roof hooks to the rafters with 3 wood screws 6xBO. Observe the permissible edge distance for wood drilling. .............................. ............................ .............. IN Damage to the building and thePV r ` system due to incorrect installation t Image 8.3. - 3 CAUTIONIncorrectly installed roof hooks - ; can break away. - ng Fasten each roof hook to the {. substructure with the stipulated + number of screws. • Adhere to standard edge distance when positioning the screws. , • If necessary, structurally widen h the substructure. Image 8.3. -4 f Image 8.3. - 5 Image 8.3. -6 Installing Additional Roof Fastener-Variants 27 mounting systems ...I............................................................... 8.4.Installation of Plain Tile and Slate Roof Hooks Damage to building from lealcing Unlike other file roofing, for plain file or slate roofs Incorrectly performed additional the roof tiles 1 slates above the roof hooks need to be CAUTION structural measures can lead to completely cut out as the material is often too thin for leaks. a partial cut-out on the underside.In this case, F)", appropriate additional structural measures need to be When installing the flat tile or carried out in order to ensure the restoration of the slate roof hooks adhere precisely rain-proofing of the roof. to the mounting instructions. m r _ Use appropriate shims adhering _ to the national and local roofing regulations. ' Make sure to perform cut-outs on the roof tile or any additional structural measures that might be required in accordance with the national and local roofing regu- lations.If you have any doubts please contact a specialist roofing company. ............................................................................ Mounting steps: ''•, Loosely fasten the supplied L-bracket with bolt, washer, lock washer and nut to the roof hook. �¢ Apply water drips to a shim made from a suitable material (e.g. aluminium or titanium zinc) -width of the shim fox flat tile at least 10 cm,for slate at least 20 cm. Image 8.4. —1 28 Installing Additional Roof Fastener—Variants I Place the shim and roof hook together at the fastening point and align. F r, : i� k X� Image 8.4. - 2 Image 8.4. -3 r Fasten flat-tile roof hooks to the substructure with 2 wood screws 6x80, slate roof hooks with 3 chipboard s' screws 6x100, drilling through the shim. Observe the > '` permissible edge distance for wood drilling. o 4ffi,t r h�t Q Image 8.4. -4 Image 8.4. - 6 Work the flat tiles I slates of the next row towards the roof hook,i.e, by notching or cutting. 10i Image 8.4. -6 • Lay the flat tiles I slates of the following row as normal. Image 8.4. - 7 Image 8.4. -8 • Align the loosely pre-mounted L-brackets in one row and tighten finally(torque of 20 Nm). Image 8.4. - 9 Installing Additional Roof Fastener-Variants 29 mounting systems .......................... ........ .._................. ....... ..........,"' 8.5.Installing Hanger bolts Damage to building from lealcing _ Hanger bolts can be used as roof fasteners on tin or Incorrectly positioned hanger bolts cement asbestos roofs.These roof types have different CAUTION .can lead to leaks. . sealing methods(rubber seal or caps) and different ''. threading types on the lower part of the bolt(for wood • Always place hanger bolts on or metal purlins). the correct fit of the seals is crucial e the high beads, never in the low to a coixect installation. beads. Additionally,tin roofs or cement asbestos roofs usually Ensure aclean fit and sufficient have a puxlin substructure.This means that the base x" 'contact pressure of the rubber rails run vertically instead of horizontally,in contrast to :5 ;T".r seal or cap. the the roofs mentioned above.Therefore, landscape _ orientation of the modules is the preferred type of „ ., , .., ., ,. . ........... installation; otherwise the mounting steps for the rail %;. and module fastening remain identical. y, Mounting steps: • Pre-drill holes for the hanger bolts.Always make sure that the hanger bolts sit on the high beads. Also observe the permissible edge distance when drilling into the substructure. Insert screw. • Sufficiently tighten the sealing or cap with the nut, Image 8.5. -1 Image 8.5. -2 without damaging or deforming the roof cladding. Mount the supplied L-brackets on the hanger bolts. Position all brackets at one height, e.g. by using a chalk line. ........................................................................... Damage to the building and the PV system due to incorrect installation CAUTION. Incorrectly mounted hanger bolts Image 8.5. -3 Image B.S. -4 .can pull out. • Pre-drill holes for the hanger.bolts. • Make sure to observe the permissible edge distance for drill holes in wood 1 metal when fastening in the purlin. ........................................................................... Image 8.5. - 5 Image 8.5. -6 30 Installing Additional Roof Fastener-Variants I V I ....................................... ................................... 8.6.Installing Standing Seam Clamps Damage to the building and the PV system due town unsuitable Standing seam clamps can be used as roof fasteners roof structure on standing seam roofs.The design of standing seam CAUTION clamps varies according to the type of standing seam. �vj Installation on unsuitable or It is important to note that for this type of fastening, {� inadequately fastened standing the roof cladding must be able to absorb the wind seam roofs can resu It in severe suction forces flowing from the PV system.The '? damage to or the breakaway of the suitability of the roof cladding and fastener must t` t` sheet metal elements. therefore be verified on site for each project. Additional structural measures such as e.g. an • Prior to installation.; make sure improved fastening of the sheet metal elements the sheet metal elements and the on to the purlins might be required. fastening thereof are suited to t permanently carrying the ......... ...... .. . ... . .... additional PV-system. r'r • Do not install standing seam Damage to the building and the PV clamps on unsuitable roof system due to incorrect installation `s .structures! ���+++++���••��� Make sure to perform any CAUTION Incorrectly installed standing seam additional structural measures clamps can break away. -that might be required in accordance with the national and When installing the standing local regulations.If you have any seam clamps, adhere to the doubts please contact a specialist torque specified by the roofing.company! manufacturer. Installation steps: Place the standing seam clamps at the defined fastening points on the standing seam. Align standing seam clamps, e.g,with the help of a chalk line. • Tighten the standing seam clamps. Make sure to adhere to the torques specified by the respective manufacturers of the standing seam clamp. Image 8.6. -1 Image 8.6. -2 Fasten the supplied L-bracket with bolt,washer, lock washer and nut to the clamp (torque 20 Nm). Installing Additional Roof Fastener-Variants 31 mounting systems 9. Option: Fastening the Base Rails with Rail Suppoxt Optionally,instead of a simple base rail connection to Fn the roof fastener, a more convenient variant can he ,r used,which makes placing and alignment of the rails easier. In this case, the rail connection is supplied reassembled to the roof hook. Installation steps: Place the base rails on the pre-assembled bracket r e at the roof fastener. Align base Tails horizontal ly. Lightly press the T-head bolt and nutin the direction of the rail and turn left by 900 to the stop. The T-head bolt is now in a vertical position, inside the side channel of the base rail. Image 9. -1 Image 9. -2 Position bracket and base rail in the desired height. Finally tighten the locking nut(torque 20 Nm). t ,... .. . Material damage due to incorrect installation CAUTION. Incorrectly installed T-head bolts can pull out. _ Image 9. -3 Image 9. -4 When inserting the T-head bolts, always ensure the correct,vertical -fit of the bolt head in the channel! • When aligning the rails and during the final fastening of the T-head bolts, make sure that the head of the bolt does not slip into an incorrect position! • Adhere to the specified torque of 20 Nm! ...........................................................I............:.. 32 Option:Fastening the Base Rails with Rail Support i 10. Option: Base Rail Installation with Outer Connectors and Telescopic End Pieces Optionally,you can choose an outer variant instead ofr the inner connector.The same connector profile in a kw. longer design with two pre-assembled base rail £• sections can also be inserted as a telescopic end piece, which allows for on-site installation with no cutting i required. m " lio, m : 10.1.Connecting Base Rails c ............. Mounting steps: • Slide the connector halfway into the side channel on the back of the base rail. t a. .3gr Image 10. —1 'f -- Push the second base rail to the stop on the connector. Image 10. —2 Image 10. —3 • Tighten both bolts manually,thus completing the connection. r Image 10. —4 Note: For this connection type,the base rails can be pre-assembled on the ground. This may facilitate transport onto and placing on the roof. Image 10. —5 Option: Base Rail Installation with Outer Connectors and Telescopic End Pieces 33 mounting systems 110 mm - 10.2.Using Telescoping End Pieces 660 mm ,�,.,,......�, The telescoping end pieces allow for the cut-out-free setting of the base rail length, precisely to the ,.-fir fir, r fp,a f arey i_ g millimetre;They are placed on the right side of each continuous base rail row.You can lengthen the base rail by a maximum of 66 cm.The telescoping end ? ' ,� pieces are supplied pre-assembled including a narrow t' t base rail section for fastening to the roof fastener(c) fl� as well as a slightly wider base rail section for fastening the module end clamp(d). a Connector piece for variable insertion into ,r m Image 10.2. -1 the base rail OFF; m r%r ''- — b Bolt and square nut for fastening to the base rail ? c, c Loose base rail section for connection to a roof +, fastener(if required) d Permanently mounted base rail section to take the module end clamp. Mounting steps: �.jllll I, Do not finish the base rail row with a pre-cut base rail but with the telescoping end piece. • Slide the telescoping end piece into the side channel on the back of the base rail. Image 10.2. -2 34 Option:Base Rail Installation with Outer Connectors and Telescopic End Pieces I { If required, push the loose base rail section to the position of the last roof fastener.Adjust the slide-in to achieve the desired length for the rail row- for a clean finish,the rail and telescope should protrude by the width of the module + 50 mm over the 'ZhM second last module. ;' y� Image 10.2. - 3 ro :2r g yz p N ro o ' AFC x AN Image 10.2. -4 Fasten the telescoping end piece by manually III I I I 'I' tightening the bolt at the base rail. Image 10.2. - 5 Image 10.2. -6 Image 10.2. - 7 - Option:Base Rail Installation with Outer Connectors and Telescopic End Pieces 35 Y mounting systems • If required, push the loose base rail section to the position of the last roof fastener.Adjust the slide-in to achieve the desired length for the rail row- for a clean finish,the rail and telescope should protrude by the width of the module k 50 mm over the zj= second last module. �R w m Image 10.2. -8 Image 10.2. - 9 C N >a ry C 1 � f� Image 10.2. - 7 Image 10.2. -8 • Fasten the telescoping end piece by manually tightening the bolt at the base rail. • Mount the last roof fastener and the module as described above(chapters 6.1.19. and 7.2.). Image 10.2. -9 Image 10.2. -10 Image 10.2. -11 36 Option:Base Rail Installation with Outer Connectors and Telescopic End Pieces i ........................................................................... 11. Cross Rail Installation Material damage.due '.. to incorrect installation For certain structural requirements or roof conditions, a cross rail layout might be necessary. In this case, _ CAUTION Incorrectly installed T-head bolts cross rail connectors are used, which connect both base can pull out. rail layers with each other.The type of the base rail is 4 . irrelevant. • When inserting the T-head bolts, There are 2 cross rail connector types available, one py always ensure the correct,vertical simple variant and a variant with position-locked r** fit of the bolt head in the T-head bolt for extra mounting convenience. channel. When When aligning the rails and during the final fastening of the T-head bolts, make sure that the head of the bolt does not slip into ( an incorrect position unnoticed. Adhere to the specified torque Tf' of 20 Nm. Mounting steps: Place the base rails of the 2nd rail layer at an angle Of 90 ° over the previously mounted rail layer and align. Image 11.1. -1 Image 11.1. -2 Hook the cross rail connector into the side channel of the upper base rail and position in such a way - that the T-head bolt fits into the lower base rail. Turn the T-head bolt by 900 up to the stop, so that the head sits quarely in the channel of the lower ...... base rail. • Convenience variant: Before turning, gently press Image 11.1. -3 Image 11.1. -4 down the bolt.After turning, the bolt is locked in position. Tighten the locking nut(torque: 20 Nm), thus completing the connection. Make sure the T-head bolt sits correctly in the rail channel. Image 11.1. -5 Image 11.1. -6 Cross Rail Installation 37 ' e � mounting systems Mounting Systems GmbH Mittenwalder Straf3e 9a D 15834 Rangsdorf Tel.+49(0)33708 529-0 Fax+49(0)33708529-199 info@mounting-systems.com www.mounting-systems.com Technische Anderungen vorbehalten 2013 9 Mounting Systems GmbH : fl a aw YL250P-29b Y 60 YL24SP-29b YL240P-29b YIN"i 1 LAIC ' I i m ,9 . r YL23SP-29b YL230P-29b U.S.Soccer Powered by Yingll Solar • x1l, Ideal for residential and commercial applications where cost savings, installation time, and aesthetics matter most, i'Lower balance-of-system costs with Zep Compatible-frame. 2 Reduce on-roof labor costs by more than 25%. s Leverage the built-in grounding system— if it's mounted,it's grounded. e Lower your parts count—eliminate rails,screws, mounting clips,and grounding hardware. 3 Design and permit projects easily with access to layout calculator and stamped drawings. 2 Lower installation costs with savings across equipment and labor. S Minimize roof penetrations while maintaining the system's structural integrity. 0 Invest in an attractive solar array that includes a black frame,low mounting profile,and aesthetic array skirt. s Increase energy output with flexible module layouts(portrait landscape). • „1 - I y 6 Trust in the reliability ity and theft-resistance of the Zep Compatible'system. Leading limited power warranty ensures 91.2%of rated powerfor 10 years,and 80.7% of rated power for 25 years. AC SOLUTION OPTION # The YGE-Z Series is now available as 10-year limited product warranty. an Enphase Energized'"AC Solution. ,£311p1'12,. This solution delivers optimum performance and integrated intelligence. 'In mmpllencewlth ourwananry tiring andcondltlons. The Enphase M215-Z Zep Compatible Microinverter is designed to connect directly into the Z Series module groove,eliminating the need for tools or fasteners— all with one easy step. UL 1703 and AC 1703,CEC,FSEC,ISO 9001!2008, ISO 14001:2004,BS OHSAS 180011007,SA8000 L us Intelligent reaLtime ,moo LISTED d.;,.✓ pgg,1 rnr _ monitoring at the system 4400 and module level with Enlighten. , YINGLISOLAR.COMIUS I Yingi Anlr ricas YG-' E - Z 60 c�E-: Powered by YINGLI ELECTRICAL PERFORMANCE GENERAL CHARACTERISTICS Module type YUSOP-296 YL245P-29h YU40P.29b YL23SP49b YCI30P-296 DI....[...(L,`t%YH) 5,1-96 in fact)rume/38,98 1,(9g)arm) Power output P W 250 245 240 235 230 1.81 r(46 morl Power output tolerances Ap- W -0/+5 Weight 45.2 Iba(20,5kg) Modele irifflalum, ri % 15.3 15.0 14.7 14.4 141 Voltage at Prus V." V 30.4 30.2 29.5 29.5 29.5 Current at P... I.,, A 8.24 8.11 8.14 7.97 7.110 PACKAGING SPECIFICATIONS Open-circult voltage Va. V 26.4 37.0 37.5 37.0 37.0 Number of modules per pallet 22 cement 1. A 8.79 11.63 8.65 8.54 8.40 Number of pallets per 531 container 36 STC:W,OmOVlaoin'fad.e..n.c.e,25-6 cell te mper atue,AWM1,I.159spaskt,rum a accordng o EN 60904-1 Av.Ol,.imi. .adI of5-%st 2CO --on EN 60904-1 Packaging box dimensions(L/W/H) 671,(1700 mri f45 In(1150 min)/ 471,,(1190 mm) milliBe.weight 1076 low(488 k,) Power output Ps W 181.1 177.9 174.3 170.7 167.0 Voltage at P- V.1. V 27.6 27.2 26.6 26.6 26.6 Units:Inch(mm) Current at P- lama A 6.56 6.54 6.56 6,42 6,29 open-circult voltage Va. v 35.4 34.5 34.2 33.0 33.8 Short-clocult current lo A 7.12 6.99 7.01 6.92 6.01 R (46) NOCT oper-circuit module opennon remperatun,a,800W/rul Imai 20°C malkwar tin er,raturs,I ran,end speed THERMAL CHARACTERISTICS Tore'annit......ffi'limt of Rom %/-c 0T45 Temperature cosiffIclort of Va. otes "C A33 rimmi.,motin,.11 temperature Noerr -c 46+/-2 8 tl-i- Temperate,.aceefflaiwat of 6 %/nc 0.06 Guescifins notes 0 Temperature coefficient of V," 0,- W'C .0.45 as ca OPERATING CONDITIONS a. I Mo.. at.. 601 1 gi 12 (..3 1a,eas Ell Mot.series fm.'ral., 15A m Limning reverse current ISA J'aamushrieks & Opearrain,temperature .a,. -40 to 194-F(4 .'hter,6 to 90°C7 a"re, n-a,U Max.static].ad,free, oriavv and wind) 50 bef(2400 PS) 3y4(100) Max.armed load,back(e.g.,wind) 50 bef(2400 Pa) ------- Hailstone Impact 1 in(25 mm)at 51 mp4(23 rus) I/ CONSTRUCTION MATERIALS SECTION Fr..t c x.,knated.lit,.it Mck..a Law-iron glass/too)P ared13,2 min SECTION roc Cie.Inc,hose,and-rallsobse-all,,, t I Call tit,/orreaddi-1.1/tcr/dirreackme/ 60/pul,alken/ sultior,rolim./ .ow/4 of knolmor) 156 min.1.96 In,/243.3 run'/2 or 2 Eirmarpolant(material) Ethylene vinyl acetate(EVA) I'LU35) Funna(raxtamiidtcol,sm) Ancreme! Imnear,alloy/black JimEters be.(protection do,-.) Warning:Read the Installation and User Manuel In its entirely aIP65 A� before handling,Installing,and operating Yrgli modules. Cable(typwUngth/graugeonutilde diameter) PVVVj,. 43.31 in(1100 min)/12 AWE/0.244 in 16.2 mm) Plug osam.d., Arr,h.rml/T4/Pat da,bi Our Partners The sper if crr ions in this dAnalrept are net guaranteed and ane subject:to charge without prior notice This datashoet complies with EN 50380:2003 requirements, Yingil Green Energy Americas, Inc. infc@yingliamer[cas.com Tel: +1 (888)686-8820 YIN LAR YINGLISOLAR.COM/US NYSENGE 0 Ye,li Green Ere,,Hold,C.,Ltd I YEEZ60C.IIS.ri.s2012-F.N-2.01206 VOI U.S.Sector Powered by YI,gII 501., i Enphase-Microinverters Enp hase@, M215 ,•:' 'M enphase ^* E N E R C Y The Enphase' Microinverter System, improves energy harvest, increases reliability, and dramatically simplifies design, installation, and management of solar power systems. The Enphase System includes the microinverter, the Envoy Communications Gateway;M and Enlighten® Enphase's monitoring and analysis software. P R 0 D U C T I V E SMART - Maximum energy production Quick and simple design, installation, - Resilient to dust, debris and shading and management - Performance monitoring 2417 monitoring and analysis RELIABLE SAFE - System availability greater than 99.8% Low-voltage DC - No single point of system failure Reduced fire risk � l enphase- � O E N E R G Y 0 us j Enphase®M215 Microinverter//DATA INPUT DATA(DC) M215-60-2LL-S22/S23 and M215-60-21-L-S22-NA/1323-14A(Ontario) Recommended input power(STC) 190-270 W Maximum input DC voltage 45 V Peak power tracking voltage 22-36 V - Operating range 16-36 V Min./Max.start voltage 22 V/45 V Max. DC short circuit current 15 A Max.input current 10.5 A OUTPUT DATA(AC) @206 VAC 0240 VAC Rated(continuous)output power 0 215 W 215 W Nominal output current 1.0 A (Arms at nominal duration) 0.9 A(Arms at nominal duration) Nominal voltage/range 208/183-229 V 240/211-264 V Extended voltage/range 179-232 V 206-269 V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 57-60.5 Hz 57-60.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles;1.04 Arms over 5 cycles EFFICIENCY CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes, reference EN50530) 99.3% Night time power consumption 46 mW MECHANICAL DATA Ambient temperature range -400C to+650C Operating temperature range(internal) -400C to+85°C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8"x 6,45"x 1.0")without mounting bracket Weight 1.6 kg(3.5 Ibs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 FEATURES Compatibility Pairs with most 60-cell PV modules Communication Power line Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547, FCC Part 15 Class B CAN/CSA-C22.2 NO.0-1091,0.4-04,and 107.1-01 To learn more about Enphase Microinverter technology, enphase- visit enphase.Ccm E N E R G Y 0 2013 Enphase Energy,All rights reserved.All trademarks or brands In this document are registered by their respeotive owner. mounting systems �fY ro Y� A �}Ypps } 810-0116 mounting systems 4W Content 1 Introduction 2 1.1 Short Description 2 Alpha' -A stroke of genius with a plus 1.2 About These Instructions 2 1.3 Warnings 3 1.4 Safety 3 t"t 2 Technical Description 4 2.1 System Overview 4 2.2 Components 5 2.3 Technical Data 6 ,,s•In � 3 Important Mounting Information 7 3.1 Conditions of Use 7 rrq 3.2 Mounting Preparations 7 3.3 Mounting Aids and Required Tools 7 if° 0 3.4 About the Instructions 7 4 Planning the Module Area 8 5 Installation of Roof Fasteners to 5.1 Preparation of the Roof Substructure 10 5.2 Placing the Roof Fasteners - Here: Standard Roof Hooks 12 5.3 Placing the Roof Tiles 14 6 Installing the Base Rails 15 6.1 Placing and Alignment of the Base Rails 15 6.2 Connection of the Base Rails 17 6.3 Placingthe End Caps 18 7 Module Installation 19 7.1 Installing Clickstones 19 7.2 Fastening the Modules on the Outer Side 21 7.3 Fastening the Modules on the Inner Side 22 7.4 Fastening Additional Module Rows 23 Alpha'-MA-ENG-1308 I i 8 Installing Additional Roof Fastener- Variants 24 8.1 Installation of the Heavy Load Roof Hooks 24 8.2 Installation of Roof Hooka on Concrete 25 8.3 Installing Adjustable Roof Hooks 26 8.4 Installation of Plain Tile and Slate Roof Hooka 28 :ItI 8.5 Installing Hanger bolts 30 x1 8.6 Installing Standing Seam Clamps 31 tS 9 Option: Fastening the Base Rails "ss with Rail Support 33 m "a aS', 10 Option:Base Rail Installation with Outer Connectors and Telescopic Ends 34 � 10.1 Connecting Base Rails 34 10.2 Using Telescoping End Pieces 35 Y 11 Cross Rail Installation 39 a, Introduction 1 mounting systems 1. Introduction You are provided with the information required for the safe and complete installation, maintenance and 1.1.Short Description disassembly.Should you have any questions, please contact Mounting Systems GmbH. The Alpha*on-roof system is a robust mounting system MN pis for the installation of PV modules on pitched roofs. User Group It consists of aluminium support rails and all necessary Mounting Systems GmbH's installation instructions are r small parts for the fastening of the rails to the roof,the intended for the following persons(user group): i modules on to the rails as well as for the connection �t of the components with each other.Alpha*allows • Skilled personnel for both portrait and landscape installation of the • Instructed personnel modules. Skilled personnel 1.2.About These Instructions Skilled personnel are individuals who, on the basis of their professional training, are able to execute Content installation, maintenance, and disassembly work These instructions describe the mounting of the on- appropriately. roof system Alpha*and all system-specific information for planning, components and safety warnings. Instructed personnel The first part of the Instructions(chapters 5-7) Instructed personnel are individuals who have been demonstrates the complete portrait installation of instructed and taught appropriately regarding the framed modules.Thereafter, (chapters 8-11)the assigned tasks and the possible risks in the event of mounting steps for certain specific roof types and improper conduct.An instructed individual must have material options are explained. received instructions regarding the required safety policies, precautions, relevant regulations, accident Applicable Documents prevention regulations, as well as operating conditions In addition to this document,the document and must have demonstrated hislher competence. "Installation Instructions for PV Mounting Systems: The implemented work must be approved by skilled General Part"is part of each product delivery.This personnel. document describes the general applicable information for Mounting Systems products on standardisation, Orientation Guide safety, transport, maintenance, disassembly and The following visual aids will make installation easier. disposal. Both the present Instructions and the _ "Installation Instructions for PV Mounting Systems: Pictograms: General Part" are an integral part of the system Alpha* and must be adhered to for each installation. This symbol indicates important information T and useful tips. It is crucial to carefully read these Instructions as well as all applicable documents prior to carrying out any This symbol indicates tips and tricks to make installation,maintenance or disassembly work. 21 processes easier. 2 Introduction 1.3.Warnings 1.4.Safety The warnings used in these Mounting Instructions All generally applicable safety regulations for products indicate safety-related information.They include: of Mounting System GmbH can be viewed in the document"Installation Instructions for PV mounting F if • Warning symbols(pictograms) Systems: General Part". Please read this document , • Signal words for the identification of the hazard level carefully and adhere to the described points - only use ' • Information about the type and source of the hazard the system for its intended purpose, comply with the • Information about potential consequences in case of obligations of the building proprietor and follow both , the hazard being disregarded the general and specific safety instructions. n r Measures for the prevention of hazards and the In addition, please observe the specific safety prevention of injuries or damage to property. instructions which precede the process steps in the present product-specific Mounting Instructions. The signal words of the warnings respectively indicate - � one of the following hazard levels: - Indicates a great.and extraordinary danger,which may result in death :DANGER or serious injury if ignored.. Indicates a potentially dangerous situation,which may result in WARNING serious or medium injury or.. damage to theproperty. Indicates a potentially dangerous situation,which may result in CAUTION minor injuries or damage to the property if ignored. Indicates potential danger, which can result in damage ATTENTION to the property. ........................................................................... Introduction 3 mounting systems 2. Technical Description The design of the individual system components can vary, or additional components(e.g. cross rail 2.1.System Overview connectors) may be required, depending on: rkg; In the following,the most important system Type of roof(substructure and roof cladding) # parts are described. • Type of module .'v Number of modules and configuration sra • Local conditions N 4*� n �ti1 L J.yi a Image 2.1. -1 a Roof hook b Base rail c Connector d Telescoping end piece (optional) e Module clamp J Module end clamp 4 Technical Description 2.2.Components In the following all mounting system parts of the Alpha, are shown,which can be included in the scope of the delivery. The exact scope of the delivery and the number of individual ">z components depends on your order. a Alpha, base rail (BR), options: t21' ° BR 4135 in various lengths N'r� BR 6140 in various lengths • BR 10148 in various lengths ?� 0.6 m pieces, either mill finished or black b Alpha, connector, options: =° • Internal connectors (respectively for BR 4135, BR 6140 and BR 10148) ^ External connectors(respectively for BR 4135, s ` BR 6140 and BR 10148) ;n c Telescoping end-piece (optional), options: For BR 4135, BR 6140 and BR 10148 Either with mill finished or black end piece d Module end clamp, options: For different module frame heights Mill finished or black e Module clamp, options: • For different spans of module frame heights Mill finished or black f Roof fastener,options: Roof hooks in various designs (example shown here: standard roof hook) Hanger bolts in various designs (example shown here: hanger bolt with rubber seal) • Sheet-metal clamps in various designs (example shown here: Kalzip clamp) g Fastening materials for roof hooka in various designs depending on type of roof hook oo Technical Description 5 mounting systems h Small parts for connecting the roof fastener to the base rail, options: • L-bracket + small parts(required for some roof hooks, hanger bolts and sheet-metal clamps) x • T-head bolt and serrated lock nut(supplied loose) F ? • Rail support with position lock(pre-mounted to r. the respective roof hook) „. i Cross rail connector, options: ro • Simple design, pre-assembled • Design with position lock of the T-head bolt, pre-assembled c O End caps, options: f For BR 4135, BR 6140 and BR 1014B Grey or black z 2.3.Technical Data Application Pitched roof- on-roof Roof cladding Suitable for most types of roof cladding Roof slope Up to 6001 _ Building height Up to 20 in 1 PV modules Framed Module orientation Landscape, portrait _ Size of module array Any size possible' Position of the module array No special requirements Distance between roof Up to 2m 1 - fixing points Standards Eurocode 1 -Actions on structures Eurocode 9 - Design of aluminium structures Supporting profiles Extruded Aluminium (EN AW 6063 T66) Hooks,small parts Stainless steel(V2A) Colour Aluminium:plate finish;on request: Visible components available in back Warranty 10 Years 3 1 Different maximum values may apply,depending on site, building,choice of roof fixations and module type. Using the Alpha calculation tool, you can have the exact values for your specific project calculated quickly and easily. 2 Due to thermal expansion of the material,we recommend an interruption of the array after 12 M. 3 Pleasefind the exact terms in the Mounting Systems GmbH warranty document. 6 Technical Description mounting systems Construction 17 C C C C py i CCOO WW WW V dW' V S p er n II 3 II II II II II vai H Q M V 0 w u_ x o N M _ m a rn m m - - - - _. - - - - _a - - - - - - - - - - - - - - - V — — — — — — _ _ _ — — —V— — — LL , LL d V V d _.Vw d V V i b n N Developer: Page 9 of 11 Date 5/1/2014 MS Version 2.0.19.0 I mounting systems co o .y N N M n m m � a m s 0 D W M M II C O U O — N D N 0 — — W r W .ti O N N Developer: Page 10 of 11 Date 5/1/2014 MS Version 2.0.19.0 I mounting systems BOM I Item No. Description Weight Quantity add. Items Sum 706-0061 Cross rail connector 48x31 0.000 Ibs 44 0 qq 720-0854 Set 12:Quickmount Comp Shingle PV Mount 12'S 0.000 Ibs 3 0 3 702-0187 Module end clamp CS FH 50mm 0.112 Ibs 36 0 36 720-1200 Ersatz-Set 5 Clickstones 0.000 Ibs 1 0 1 800-1089 BR 10/48 CS; 1211 13.623 Ibs 27 0 27 800-1085 BR 10/48 CS;16ft 13.623 Ibs 2 0 2 706-0057 Splice,external,f. SR 10/48 CS 0.000 Ibs 1 2 0 2 Total 399,126 Ibs m d m m m m t a Q Developer: Page 11 of 11 Date 5/1/2014 MS Version 2.0.19.0 mounting systems Project information Project data Project description 3639473 Contact Name Benson Zip code 92584 site Menifee House number,street 28791 Tulita Ln Phone Email m n v rn m m io s a Q Developer: Page 1 of 11 Date 5/1/2014 MS Version 2.0.19.0 i mounting systems Building data Site data Country USA CBC _ Terrain height Building specifications Rooftype Gable roof Roof specifications Roofing Composition Shingle Rafter width 1.5 in Roof pitch 23" Rafter height 5.5 in m n m m g¢k7 �YSS 1:Y 2p�� ooih g"- o" Developer: Page 2 of 11 Date 5/1/2014 MS Version 2.0.19.0 mounting � systems Loads Snow load Importance Factor II: 1.00 Ground snow load pq= 20.010lb/ft2 Shape factor C�= 0.723 Snow load-flat pr= 14.0101b/ft2 Snow load-sloped ps= 10.130 Ib/ft' Wind load Basic wind speed v= 100.00 mph Terrain category B: Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions m having the size of single-family dwellings or larger. d^. Wind Gust Velocity Pressure q= 26.380lb/ft2 m io t Roof areas a Distributed Wind Loading per Base Rail Pressure[lb/ft] Suction [lb/ft] Field 28.898 -45.897 Edges(eaves) 28.898 -79,895 Dead load Module area Ann= 18.29 ft' Modul weight GM= 44.31lbs Dead load gm= 2.4701b/ft2 Developer': Page 3 of 11 Date 5/1/2014 MS Version 2.0.19,0 mounting systems Load combinations (ASD) LFK1: Ed=D+F LFK2: Ed=D+H+F+L+T LFK3: Ed=D+H+F+(L,or Sor R) _ LFK4: Ed=D+H+F+0.75* (L+T)+0.75* (L,orS or R) LFK5: Ed=D+H+F+(Wor0.7* E) LFI(6: Ed=D+H+F+0.75* (W or 0.7* E)+0.75* L+0.75* (L,or or R) LFK7: Ed=0.6* D+W+H LFK8: Ed=0.6* D+0.7* E+H max action [lb/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel m n Field 17.270 4.922 -14.680 0.965 m a m Edges(eaves) 17.270 4.922 -27.240 0.965 r a max action [lb/ft] (Top layer) Roofarea Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 14.250 4.061 -12.110 0.796 Edges(eaves) 14.250 4.061 -22.470 0.796 Developer: Page 4 of 11 Date 5/1/2014 MS Version 2.0.19.0 mounting systems j max action [lb/ft] (Lower Layer) usability validation [lb/ft] Roof area Pressure Pressure Suction Suction Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel Field 18.720 6.177 -16.450 1.211 18.720 6.177 -16.450 1.211 Edges(eaves) 18.720 6.177 -24.330 1.211 18.720 6.177 -24.330 1.211 m n a m m m A L a Q Developer: Page 5 of 11 Date 5/1/2014 MS Version 2.0.19.0 mounting systems Module field layout Module manufacturer Yingli Module length 65.0 in Module type YL 230(156) Module width 40.6 in Module power 230.00 Watt Frame height 2.0 in Number of modules 29 Modul weight 44.31 Ibs Module orientation Landscape Overall power output 6.7 kWp m n m m o. Developer: Page 6 of 11 Date 5/1/2014 MS Version 2.0.19.0 140,N WOW mounting systerns Configuration Fastener capacity Description Set 12:Quickmount Comp Max. pressure load 816 Ibf Max. suction load -8161bf Max. lateral load 677lbf Rail Description GS 10/48 Moment of inertia Iz 0.14 1n^4 � Moment of inertia ly 0.24 in^4 m Resistance moment Wz 0.20 in^3 Resistance moment Wy 0.23 in^3 _a Cross section area 0.21 in^2 4 yield stress 31.6 ksi modulus of elasticity 10153.0 ksi Cross rail Description GS 10/48 Moment of inertia Iz 0.14 in^4 Moment of inertia Iy 0.24 in^4 Resistance moment Wz 0.20 in^3 Resistance moment Wy 0.23 in^3 Cross section area 0.21 in^2 yield stress 31.6 I<si modulus of elasticity 10153.0 ksi Load Developer: Page 7 of 11 - Date 5/1/2014 MS Version 2.0.19.0 .lo � `, mounting systems Rail Stress Deflection under load (%A=L/150) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 11.2 % 28.8% 87.1 % 9.8 in Edges(eaves) 14.6 % 35.6% �0.0 in Cross rail Stress Deflection under load (% 0=L/150) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 22.3% 40.2 % 0.o in 38.4% Edges(eaves) 27.1 % 49.7% �0.0 in 60.5% The system was successfully verified. Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever, and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. m s a Q Developer: Page 8 of 11 Date 5/1/2014 MS Version 2.0.19.0 mounting systems Construction ffi � v g N v 0 1 0n 0 0 o o a a a o c � II n II II 3 II II II II II II e o S d _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - n rn _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - __ _ - - - - _. .. ._ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - vq - - 4 8 - _ .. ._ a - - - - - - - . .. - - - 9 - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Developer: Page 9 of 11 Date 5/1/2014 MS Version 2.0.19.0 1 ' I mounting systems r N N ✓e N — - - - - — - — — - — — — — — - - - - - - - - - - - - — — — - - - - - - - — - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - m m _ s a Q ca cn w m v w m _ p W N U v - -- - - - - - - - - - - - - - - - n m w - - - - - - - - - - - - - - - - DEW O N N M N ,. Developer: Page 10 of 11 Date 5/1/2014 MS Version 2.0.19.0 II I mounting systems BOM Item No. Description Weight Quantity add. Items Sum 706-0061 Cross rail connector 48x31 0,000 Ibs 62 0 62 720-0854 Set 12:Quickmount Comp Shingle PV Mount 12") 0.000 Ibs 5 0 5 702-0187 Module end clamp CS FH 50mm 0.112 Ibs 24 0 24 700-0082 Module clamp CS FH 38-50mm 0.090 lbs 46 0 46 720-1200 Ersatz-Set 5 Clickstones 0.000 Ibs 1 0 1 800-1089 BR 10/48 CS; 12ft 13.623 Ibs 21 0 21 800-1085 SR 10/48 CS;16ft 13.623 Ibs 16 0 16 706-0057 Splice,external,f.SR 10/48 CS 0.000 Ibs 16 0 1 16 Total 510.901 Ibs m n m m Lo m A a Developer: Page 11 of 11 Date 5/1/2014 MS Version 2.0.19.0 ggo rlr-� STRUCTURAL OWNERS April 15, 2014 Mounting System 820 Riverside Pkwy Sacramento, California 95606 TEL: (855) 731-9996 FAX: (916) 287-2269 Alto.: Mounting System -Engineering Department, Re: Engineering Certification for the Mounting System 13/52 Rail Span Chart PZSE, Inc.-Structural Engineers has reviewed Mounting System's 13/52 rail span charts. All information, data and analysis contained within the Mounting System 13/52 rail span charts are based on, and comply with the following: l. Minimum Design Loads for Buildings and other Structures,ASCE/SEI 7-10 2. 2012 International Building Code, by International Code Council, Inc. 3. 2013 California Building Code, by California Building Standards Commission 4. 2010 Aluminum Design Manual, by The Aluminum Association 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV)Panels,November 1, 2012 by ICC-ES This letter certifies that the loading criteria and design basis for the Mounting System 13/52 rail span charts are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call ---,> /pFLOF ESS10N NNE TH Sincerely, y A m' Paul Zacher, SE -President F OF crL 8137 Sunset Avenue,Suite 120 • lair Ouks,CA 95628 + 916.961.3960 * 916.961.3965 f + WWWF.S".(OM City of Menifee Building & Safety Dept. W sslln Conlsultin CONSULTING Y b' $ �® JUN 2 3 7.O q 321 West Main Street Boonton, NJ 07005 Scott E Wyssling, PE, PP, CME office(973)335-3500 Received cell(201) 874-3483 fax(973)335-3535 swyssling@wysslingconsulting.com June 19, 2014 Mr. Dan Rock, Project Manager Vivint Solar 9847 Pioneer Boulevard Santa Fe Springs CA 90670 Re: Structural Engineering Services Benson Residence 28791 Tulita Lane, Menifee CA AR#3639473 13.00 kW System Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site VisitlVerification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of trusses for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by Vivint Solar and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal prepared by Vivint Solar identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of truss system with all chords constructed of 2 x 4 dimensional lumber at 24" on center. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Doug-Fir#2 or better with standard construction components. The existing roofing material consists of clay tile shingles and the dead load has been adjusted to account for the additional loading. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached MSI calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of 100 mph based on Exposure Category "C" and 23 degree roof slopes on the dwelling areas. 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. i Page 2 of 2 B. Loading Criteria 7 PSF= Dead Load roofing/framing • 3 PSF = Dead Load solar Panels/mounting hardware Total Dead Load=10 PSF The above values are within acceptable limits of recognized industry standards for similar structures in accordance with the 2013 California Building Code. Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and truss system show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Mounting System Inc. Installation Manuaf', which can be found on the Mounting System Inc. website (usa.mounting- systems.info%n/solar-mounting-systems-company). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. Maximum allowable pullout per lag screw is 235 Ibs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for Doug-Fir (North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 Mz", is less than what is allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 '/" with a minimum size of 5116" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed at and attached to no greater than the panel length when installed parallel to the trusses (portrait). No panel supports spacing perpendicular to the trusses shall be greater than three (3) trusses or 72"c/o, whichever is less. 4. Panel supports connections shall be staggered to distribute load to adjacent trusses. Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2013 California Building Code, current industry and standards, and based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. 3Vetriy yours, ESSIO,ael W. D c m California License No.4011 4 Nu,4011 a, Evp.1231.2014 w ual, G ( ) \/R\ � / 0 l4 7 \/ \ \\\ j \ \ / )/) \ y 2 \ § ! ( \ % m w mom c ¥ I � y q (D \ \ 1,.::_ \ / k 5R00 \ \ \©© ) ;,,, ; \%\ \ ZR `! : \)\ ()| !) ) / \/\ / ) a ) � * ) ;.... \ /§; j§/ .: r _. Y ) a s Residence & ws�PLAN »�.— . . j \ /\ _ \ § 2 c ) , > y /2 § § [ { \ // \/ , ; / // / , � —/�\� \ \ p § . 2\ _ m \ !) — -- - \ / o !§ z / \ $ /�\ �— ^\ j / 0 ! § / . ; > / § ��� § m m / \ / . 2 mm & § \. z ) . \ ® \ ( w ! \ !, _ ] \ � j �/ � \ . ^ < ��� \i 2❑ - /� � 33 / mu# / = 5 | BnsgR /enc , o*a _,v_ a_, » __wi a : » « . __ 2122620115 1.ALL SUBMITTALS WILL COMPLY WITH 2O13 CEC,CBC,AND FC. 2.SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE 28791 Tulita Ln Menifee CA 92584 RETROFITTED INTO AND CARBON MONOXIDE DETECTORS REQUIRE SMOKE ALARMS AND CARBON MONOXIDE DETECTORS SHAL l LOCATED AS REQUIRED PER SECTIONS R314&R315 WITHIN n N 2010 CRC. o N_ U N C W m N VanZ CMODULE EM SIZE: =OZ wo DC Nc Q N NQ IGHT: 42.11 LBS City of Menifee C M NGTH: 5'-5 1/2" Building & Safety Dept. O N F DTH: 3'-3 5/8" m PTH: 0'-2.16" OCT 2 4 2014 �- Received Q 3'OFFSETFOR ROOFACCESS � a (52)Yingli Energy YL240P-29b MODULES WIT 90'OF 1 1/2"EMT (52) Enphase M215-60-2LL-S2x-ZC MICRO-INVERTERS. FROM JUNCTION BOX TO ELEC PANEL + (ONE ON THE BACK OF EACH MODULE) EF, PHOTOVOLTAIC INVERTER WILL BE LISTED AS UL 1741 COMPLIANT t (LL),�(; AND SAFETY DEPARTMENT o LAN APPROVAL r J r r , REVIEW BY T -•'•- o, r / JUNCTION BOX ATTACHED TO ARRAY USING ZEP ZS-GAB TO ' KEEP JUNCTION BOX OFF r�OF it for.or an �T ¢ Ians shall net be coostn'ek k'�ap ,if��proval o ties P approval oL anv violation of any PrIll ns of the federal,state a a0 n kept J v m / O � <? a "g"Iaoons and nnLnanec%.This set o(aPproved plans must be P 4 N a o job until completion. Z W � O > n U U — O m Y > Z .. Q p K W rA T W J Z CO W O J J U Z r�r U Z ? ? U Q r SHEET NAME: V INTERCONNECTION POINT, LOCKABLE DISCONNECT SWITCH, J COMBINER PANEL(IF APPLICABLE) a &UTILITY METER LOCATION SHEET (KEEP 3'CLEARANCE FROM NUMBER: NATURAL GAS EQUIPMENT) O PV SYSTEM SITE PLAN 1 STORY HOUSE SCALE: 1/16" = V-0" ROOF VENT(S) Roof Section 3 ................... RI %.fT,lt M ............... w 00 PLUMBING VENT(S) NZ mm < OZ - 60 C: C) w CC) � 0 ... MISTING ROOF FRAMING 0 "x4"AT 24"O.C....... 3 PVCIRCUIT#3--, 13 MODULESix ....... .. .. .. .. ------ Roof Section 1 ...... ..... ...... O Roof Azimuth:181 Roof Tilt 23 PV CIRCUIT#4 11 MODULE \\NN PV CIRCUIT#2: 0 11 MODULES L3,j COMP. SHINGLE rn 0 V CIRCUIT#1: vF, 17 MODULES < 0 C) M O I— w In z m 0 5; 5; to < Of z 2 TIE INTO METER# 0 0� 5: w W z M 222012-101432 (K 0 W 0 EXISTING ROOF FRAMIN o U- W Q Q 0 2"x4"AT 24"O.C. ::J 2 --1 (J z Z- z SHEET NAME u— Z MISTING ROOF FRAMING 0 2"x4"AT 24'0 C. 0 0 In SHEET Roof Section 2 NUMBER: R.f�.�.181 0 R.dTit23 PV SYSTEM ROOF PLAN N SCALE: 3/32" = V-0" > a- o L N �\ N \{/ N N V . PV MODULE,TYP.MOUNT O •� m oN�m TO RAFTERS OF COMP. ❑ �U SHINGLE ROOF, PARALLEL RISE/RUN-12 El Z WITH PLANE OF ROOF m 5 L-FOOT WITH CONNECTION MID CLAMP DETAIL oN�° FLASHING WITH Q 3 MOUNTING NOT TO SCALE WATERPROOF SEALANT PV4.0 DETAIL ^, co :D 5/1 S"Ox 4 1/2"MINIMUM STAINLESS STEEL LAG SCREW TORQUE=1322 fl-Ibs. PV ARRAY TYP. ELEVATION END CLAMP DETAIL NOT TO SCALE L-FOOT DETAIL sign v NOT TO SCALE 2 o NOT TO SCALE 3 M E2 c 0 0 PERMITTED LEVELING L-FOOT WITH CONNECTION o mmg FOOT SPACING w J END CLAMP m N FRAMING SHOWN END CLAMP DASHED FOROR CLARITY 2 n I 1 1 1 I I PHOTOVOLTAIC MODULEr PV4.0 M I I I I I Q ° M 1 I 1 1 I I END CLAMP JO K K Q I I I I I I I I I I I I I Z W 1 I I 1 I I PHOTOVOLTAIC MODULE Z m I I I I I 1 1 I I 1 I 1 I CANTILEVER=Ll3 L=PERMITTED SPACING I 1 I I 1 I I OR LESS VERIFY WITH QUICK CONFIGURATOR OUTPUT D Z M Q I I I I I I I of y Z m W Z I I I I I I I I I I I J I I I I I I I N Q o I I I I I I I I I I I I Z Z _ I I I I I I I I I I I SHEET I I I I I I I I I NAME: I 1 I I I 1 I I I I I I 1 I L-FOOT WITH MID CLAMP L-FOOT WITH CONNECTION Z Q 1 I 1 I CONNECTION C Q PV4.0 G MID CLAMP ROOF FRAMING ERMFOOT FTED SPACINGLEVELING PV SYSTEM MOUNT DETAIL Fool SPACING SHEET NUMBER: MODULES IN PORTRAIT/LANDSCAPE SCALE:N.T.S. (y NOT TO SCALE > q ®® Inverter Ratings (Guide Section 4) Tag Description Wre Gaug #of Conductors Conduit Type Conduit Size M®®��� ®��/1�� InverterMake/Model EnphaseM215-60-2LL-S2x-ZC d2THM12 phase engage cable-THWN-2 12 AWG q N/A-Free Air N/A-Free Air re Copper Grountl(EGC/GE 6 AWG 1 N/A-Free Air N/A-Free Air MaX DC Volt Rating 45 Volts 8 AWG 12 EMT 0'-1 1/2" Max POwerQ40°C 215 Wafts -Grountl 8AWG 1 EMT 0'-11/2"Yingli Energy YL240P-296SOLAR MODULE Nominal AC Voltage 240 Volts WN-2 8AWG 3 EMT 0'-11/2" Max AC Current0.9 Amps WN-2-Ground SAWG 1 EMT Max OCPD Rating 20 Amps Max Number of Panels/Circuit 17 U n !, NOTES FOR INVERTER CIRCUITS(Guide Section 8 and 9): ! w 1.) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS ! PV Module Ratings @ STC (Guide Section 5) - (D a m SWITCH MEET THE REQUIREMENTS? Model Make/Model Yingli Energy YL240P-29b N Enphase M215-60-2LL-S2x-ZC YES NO X NA r rn z Max Power-Point Current(Imp) 8.11 Amps '—`'¢I— MODULNVERTERAT P N I 2.) IF GENERATION METER REQUIRED, DOES THIS METER Max Power-Point Voltage Vm � �"o� EACH MODULE,ATTACHED 9 ( P) 30.2 Volts SOCKET MEET THE REQUIREMENTS? m wo o WITH MSI HARDWARE YES NO X NA Open-Circuit Voltage(Voc) 37.8 Volts �,�Ct Short-Circuit Current(Ise) 8.63 Amps O N m¢ 3.)SIZE PHOTOVOLTAIC POWER SOURCE(DC)CONDUCTORS Max Series Fuse(OCPD) 15 Amps (1) > BASED ON MAX CURRENT ON SIGN OR OCPD Nominal Maximum Power at STC(Pmax) 245 Watts N RATING AT DISCONNECT. ! Maximum System Voltage 1000(IEC)/600(UL) m r 4.)SIZE INVERTER OUTPUT(AC)CONDUCTORS ACCORDING Voc Temperature Coefficient -0.32 %/°C MICRO-INVERTER CONNECTION TO INVERTER OCPD AMPERE RATING(See Guide Section 9). 1 i NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix D): ENPHASE ENGAGE TRUNK CABLE 5.)TOTAL OF 3 INVERTER OCPD(s). ONE FOR EACH r. PV CIRCUIT. DOES TOTAL SUPPLY BREAKERS COMPLY 1.) Lowest expected ambient temperature based on ASHRAE minimum mean extreme dry WITH 120%BUSBAR EXCEPTION X YES NO bulb temperature for ASHRAE location most similar to installation location: -1.5"C , - _ 'i a' #6 BARE CU GROUND SIgnS (See GUlde S0C'110r1 �) 2J Highest continuous ambient temperature based on ASHRAE highest month 2%dry bulb temperature for ASHRAE location most similar to installation location: 37°C (GROUNDING MODULE _��I Sign for inverter OCPD and AC Disconnect: &INVERTER) If Main Disconnect Is 3.)2005 ASHRAE fundamentals 2%design temperatures do not exceed 47"C in the United Solar PV Sys C int of rated less than the States (Palm Springs, CA is 44.1°C). For less than 9currem-carrying conductors in .4 nection Busbar rating: roof-mounted sunlit conduit at least 0.5"above roof and using the outdoor designa AC Output Curr nt 46.800000 A ps "Caution-Solar temperature of 47°C or less(all of United States). PV CIRCUIT 1: 17 MODULES/PARALLEL Nominal ACV t. 1 240 V Its connection.Do Not a.) 12 AWG, 90°C conductors are generally acceptable for modules with Isc of 7.68 Amps increase size of main or less when protected by a 12-Amp or smaller fuse. wig - a THIS PANEL ED BY MULTIPLE SOURCE increase (UTIL ND SOLAR) b.) 10 AWG, 90°C conductors are generally acceptable for modules with Isc of 9.6 Amps or less when protected by a 15-Amp or smaller fuse. 1. AKERS LOCATED AS ILLUSTRATED.ALL BREAKERS INSTALLED OPPOSITE END OF BUSS BAR FROM MAIN(as per CEC 705.12, a 0 PV CIRCUIT 2: 11 MODULES/PARALLEL 1 I J on I N .n . • ,r .n I v v r Co M a M MAIN DISCONNECT o v ae PV CIRCUIT 3: 13 MODULES/PARALLEL 1 m ae ro ¢ POINT OF DELIVERY COMBINER < z m AND INTERCONNECTION � 0 O O E 1.0 PANEL � o > � on 125A/240V ¢ o z L ¢ EXISTING m m VISIBLE/LOCKABLE z o w w z m • 240V/200A o w — 'S'C% 20A KNIFE'A/C LOAD-CENTER u- w ¢ ¢ %Gy DISCONNECT Aa ¢ N a 15A U Z Z Z U ❑ - PV CIRCUIT 4:11 MODULES/PARALLEL 1 00�F.L,CAL 175A� SHEET 15A NAME: ` 20A < LU 60A Z Q � J r Q `. Siemens SHEET 1 2 3 # LNF222R — NUMBER: NOTE:MODULE GROUNDING PER JUNCTION BOX \`� 100A/240V ZEP SOLAR CONNECTORS E 1.0 E 1.0 `�\ 1.0 UNFUSED E .0 O WITH IRREVERSIBLE NOTE: NEUTRAL NEUTRAL CONDUCTOR(S)OMITTED FOR CLARITY GROUND SPLICE NEMA3 ALL INVERTER OUTPUT CIRCUITS WILL HAVE A NEUTRAL CONDUCTOR w i I 1 i s N N N V N I I W JNz Z THIS ROOF SECTION NOT USED.USAGE � Q-- WAS REACHED WITH OTHER SECTIONS. �/ F U LL a O U O NQ V) . ..... _ MMC J '.. THESE ROOF SECTIONS WERE NOT SURVEYED 29 MODULES AT SUN 1420.55 HOURS jt WON WH'': !� v a d o J N a d n o v T m M ¢J W C) M m O — U f1 14 MODULES AT SUN 1644 HOURS z M i p > m z p w w N m w' K U z O ' J J W Z W q U Z z Z U O SHEET NAME: Z U C7 9 MODULES AT SUN 1691.55 HOURS OMP. SHINGLE o O SHEET USAGE CONSTRAINT "The contractor shall provide a written letter to the building NUMBER: inspector stating that all inaccessible structural connections have been installed in conformance with the requirements of the approved plans." r J I i 0 ';o` tir r it ! N U W V m 4.The following plaque shall be installed on the Main Service Meter Panel �N� mo . . '�z 60 5.The following plaque shall be installed on the inverter output circuit breaker opposite of the load end 690.E (B) (7)ELM (n �g J 6. The following plaque shall be installed on the AC Disconnect which is to be installed on the face of the AC disconnect: 7. If a switch or circuit breaker has all the terminals energized when in the open position, the following label will be placed on the electrical panel/s and disconnects indicating: 690.17 N 8. Marking is required on all interior and exterior DC conduit, raceways, enclosures, cable assemblies, and junction boxes. Marking shall be placed every 10 feet, at turns, and above and/or below penetrations and at all DC combiner and junction boxyes.The following label shall be installed at the inverter 6i90.5(C) g 9. Plaques shall be metal or plastic with engraved or machine printed letters, or electro-photo plating, in a RED background with WHITE lettering, A minimum of 3/8" M J M height and all capital letters o � U) 10. Marking is required on all interior and exterior DC conduit, raceways, enclosures, cable assemblies, and junction boxes. Markings shall be placed every 10 feet, z m at turns, and above and/or below penetrations, and at all DC combiner and junction boxes, ¢ i; ' Z W Z O W CL w Z m y m U Z Z ? U O SHEET NAME: SIGNS SHALL BE POSTED ADJACENT TO EACH PV DISCONNECT AND INVERTER TO INDICATE: 00 SHEET NUMBER: O r J i i ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF A WEATHER PROOF ADHESIVE,THEY SHALL BE REFLECTIVE, AND SHALL CONTAIN NO SMALLER THAN 3/8" WHITE ARIAL FONT TEXT. 0 N N • s • 4;7 N V N C I a)✓' • • • J` f cm CN� J � OTC ARRAY (MODULES AND MICROINVERTERS) i ~ a6=O / Q.. m,c U co D JUNCTION BOX011 ; / Mani ONE ♦ ' # + r M ' x r � o a `. COMBINERR OF THE BUI ! wl NO PANEL (IF REQUIRED) # s o • J t ! l ! N M � A/C DISCONNECT O • v rn Ir M z m O > � . O > > Z ¢ * • Z 0 W W m m r e i o v w z LL w ¢ ¢ U g UTILITY METER& EXISTING z z z 0 ° ®# * SHEET BUS NAME: Z J O LU I— . m Q U O J SHEET !'0 1 NUMBER: PV SYSTEM LABEL AND WARNINGS r J SCALE: N.T.S �j mounting =A1phcaa+ ngineering and Technical Data systems Alpha+ Rail Composition Data Base material Aluminum Allo —tem er 6005-T5 Alloy composition En-AW-AISiM Designation EN AW-6005-T5 Densit 0.0975 Ibm/in3 (2.70 gm/cm3) Coeff of thermal expansion aT 13x10 /°F (2.35x10 /°C) Modulus of elasticity 10,100 ksi 69,600 MN/m2 Shear modulus G) 39.2 ksi (2,703 kN/cm2 Ultimate tensile strength fe k 38.0 ksi 2,620 kN/cm2 Tensile yield strength f k 35.0 ksi 2,413 kN/cm2 Alpha' Rail Section Properties (English) ModulusRadius Radius Rail Moment Moment Section Section Type Area (A) Weight of Inertia of Inertia . . 16/48 0.557 inz 0.67 Ibm/ft 0.246 in 0.154 in 0.241 in 0.210 in 0.661 in 0.530 in 13/52 0.594 inz 0.70 Ibm/ft 0.311 in 0.169 in 0.291 in 0.229 in 0.723 in 0.532 in AI ha+ Rail Section Pro erties (Metric) Rail Moment Moment Section Section Radius Radius Type Area (A) Weight of I Inertia of Inertia Modulus Modulus of of Gyration Gyration 10/48 3.595 cmz 972 g/m 10.22 cm 6.42 cm 4 3.95 cm 3.44 cm3 1.679 cm 4m . c3.835cmz 477m 3.76 cm 1.839 cm .35 cm3 1,037 cm 7.0m Clickstone Stainless Steel Connectors N of 7 „Property CO o Splice Designation 16-8/304(A2-70) Chemical composition X5CrNi1810 Density 0.285 Ibm/in (7.9 g/cm3) Coefficient of thermal 9.6x10 6/°F(1.6x10'PC) 2.05 in expansion aT (52 mm) Modulus of elasticity(E) 28,000 ksi(193,053 MN/m2) Shear modulus G 12,500 ksi (86,184 MN/m2) (48 mm)9 in Ultimate tensile strength 73,.2 ksi(504,696 MN/m2) uk I Tensile yield Strength 31.2 ksi (215,116 MN/m2) 1 M8 T-bolt 1.47 in 10/48 (37.3 mm) 13/52 + Serrated nut M6 Allen socket head bolt Alpha Rail Section 1 mounting Alpha+ Engineering and Technical Data systems Clickstone Composition Data Base material Aluminum Alloy—temper 6063-T66 Alloy com osition En-AW-AIM Sio.7 Desi nation EN AW-6063 T66 Densit 0.0975 Ilo ,/in3 (2.70 gm/cm3) — — Coeff of thermal expansion (CIT) 13x10 /°F (2.35x10"s/1C) j Modulus of elasticity 10,100 ksi 69,637 MN/m2) Shear modulus (G) 39.2 ksi 270.3 MN/mz) Ultimate tensile strength fu k) 30.0 ksi (206.8 MN/mz �`_- J Tensile yield strength f k 25 ksi 172.4 MN/m2 Clickstone Section Properties (English) ModulusRadius Radius Moment Moment Section Section of of Area (A) Weight of Inertia of Inertia . . s 0 °0.357 in .4 0 09 n 0079 in' 1 0.057 in3 0.661 in 0.530 in Clickstone Section Properties (Metric) ModulusRadius Radius Moment Moment Section Section of of Area (A) Weight of Inertia of Inertia . . 2.305 cm2 622 g/m 2.395 cm° 0,791 cm' 11.294 cm3 10.931 cm 3 1.019 cm 0.586 cm Clickstone Pullout Load Data LRFD DesignMaximum Average ASD Safely Allowable Resistance . . . Ultimate Load Ultimate Load Factor (0) • Factor „ 1,4431b, 1,424lb, 20 7121b, 075 1,.7075TN N) 6.42 kN 6.22 kN 3.17 kN 4 Pullout farce /Clickstone Rail Clickstone Pullout test Alpha' Clamp 2 IWAN =Alpha' n ineerin and Technical DmountingEngineering Data systems Alpha' Splice Composition Data Aluminum— Alloy—temper 6063-T66 Alloy composition En-AW-AIM SiO.7 Designation EN AW-6063 T66 Density 0.0975 I1bm/1n3 (2.70 gm/cm3) Coeff of thermal expansion (aT 13x10 /°F (2.35x10 //°C) Modulus of elasticity ( 10,100 ksi 69,637 MN/m z Shear modulus G 39.2 ksi 270.3 MN/M2) 00 Ultimate tensile strength fu k 30.0 ksi 206.8 MN/mz Tensile yield strength f k 25 ksi 172.4 MN/m2 AI ha+ Splice Section Properties (English) ModulusRail Moment Moment Section Section Radius Radius Type Area (A) Weight of Inertia of Inertia . . 10/48 . in t 0 0.152 inn 0.231 0.200 in 0.606 in 0..480 in 0.259 0.215 n 0.657 i 013/52 0594 W m 7 16 488 in AI ha+ Splice Section Pro erties (Metric) Rail Moment Moment Section Section Radius Radius Area (A) Weight of Inertia of Inertia Modulus Modulus of of • • Gyration Gyration 10/48 4.236 cmz 1,144 g/m 10.07 cm 6.33 cm 3.79 cm3 3.28 cm3 1.54 cm 1.22 cm 13/52 NE cm2 1,197 g/m 12.37 cm 6.76 cm 4.25 cm3 1 3.52 cm' 1.67 cm 1.24 cm Notes } 1. Specifications are subject to change 7 without notice. 1.89 in 2. All major components described (48 mm) herein are available in black anodized J I finish. Such finish has negligible effect 1 i on structural engineering properties. �i 10/48 13/52 3. Mounting Systems, Inc. shall not be I liable for nor assume any responsibility for the adequacy of any underlying structure on which Alpha'components 1_22 in or the Alpha'system is installed. (30.9 mm) 13/52 1.45 in 10/48 4. The Mounting Systems Quick �— (37.5 mm) Configurator (MSQC) should be used to verify planned installations. The Alpha+ Splice Section MSQC is available at www.mounting- systems.com 3 Alpha+ Engineering and Technical Data mounting systems Typical Rail Span Capability' Alphe Rail Spans(ft)l . a �toot' ofr6�1€slgllfWlntl SPeed�tSkx�` fL 7"i ytJ rYs s � a>vfrvardak°� 'f;`r ,y Rail Size Rail Size h Rel Size Rail Size Rail Size Rail Size Rail Size Rail Size 10/48 13/52 10148 1 13/52 10/48 13/52 70/48 13/52 70/48 13152 70/48 13/52 10/48 13/52M 6 6 4 6 4 fi 4 4 4 4 4 4 4 4 p 4 6 4 6 4 6 4 4 4 4 4 4 4 4 p 4 4 4 4 4 4 4 4 4 4 4 4 4 4 V� 4 4 4 4 4 4 4 4 4 4 4 4 4 4 *. 4 4 4 4 4 4 4 4 4 4 4 4 2 4 Vr'""' S 4 4 4 4 4 4 4 4 4 4 2 4 2 4 t.Rail spans assume 2h"raper spacing antl are sM1own to tM1a IartFest acceptable railer;Parameters'.Gable roo1515'M1igF,slope 525°,850'MSL,Occupancy Cologory II imperianaa factor=L61,Terrain wale o 6,Partiall Engine Q cents,zone inslella ion."NS=Nol Suitable" 2.one ..Bans assume sand-aloneAlpha- Rail Spans(ft)l L-loot or Lfoot mounted Is Ouick Mount PV OMSC mounVllashing hr equivalent. m mounting Universal Barrel/Curved/Flat Tile Roef Hooks �vsterns »o ,'`. a p fit s fis' vyypp `Yyp,rD psi> 1 r,66=:vq5 !x, r4. 0, s ^."'n•31'0°�l; Rail Size Rail Size Rail Siu Rail Sixe Rail Sze Rail Sze Rail Size Rail Size 1, 10148 13152 70/48 73/52 10/48 13/52 10/48 13/52 M44 t0/48 13/52 10/48 13/52 10/48 13/52 fi 6 4 fi 4 6 4 4 4 4 2 2 2 2 0• 4 6 4 fi 4 6 4 4 4 4 2 2 2 2 4 4 4 4 4 4 4 4 4 4 2 2 2 2 " 4 4 4 4 4 4 4 4 2 2 2 2 2 2 k 4 4 4 4 4 4 4 2 2 2 2 2 2 4 4 2 2 2 222 2 2 2 2 2 2 1.Rai spans assume 44",altar spacing and are sM1own to Na fart est accepiable faller;Parametershigh,slope 525°,85o'HMSL,Occupancy Category in offence factor-1.0,Terrain cafe or S,Partiall a osed Center zone Inelalletihn."N6=Not Suitable" 2.Tlla roof hooks sscumd"in Iwo 5116"x 34z"Iqq screws. Alpha+Rail Spans(It� Flat/Plain Tile Roof Hooks 010 ing i„J4'ri+Y TD Ign K'fhiTSP ed{ R :� s „86 .+'0 a° s1 < 19(+?x '"t Rail Size Rall S ze Rall Size Rall Size Rail S ze Rail Size Ra11 Size Rall S ze;M.' 10148 13/52 10/48 13/52 10148 13152 10/48 13152 10148 13/52 10/48 13/52 10148 13/52 10/48 1315;� 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS NS4 q 4 4 2 2 2 2 2 2 NS NS NSN6 N6 N8 q 4 4 q 2 2 2 2 2 2 NS NS NSN6 NS NS 4 4 q 4 2 22 2 2 2 NS NS N6 NS N6 NS q q 2 2 2 2 2 2 2 2 Ns N6 NsNS Ns Ns 2 2 2 2 2 2 2 2 22 N6 N6 N6 NS N6 NS s assume 24"rafter apecinB and ere shown to IFe farthest acceptable rafter;Parameters:Gable reel s 15'M1iBh,slope 525°850'AMSL,OccupancyGatsgory II ease=LB,Terrain sal R,Partiall a sed,center zone Installation"NS=Net 6uitabla" hooks secured with two 5118"z 31k"lag screws. Alpha Slate Root Hooks' offn AR1 ' . z<"^ Wti 'F`'- `F3UN Reil Size Rail Size Rail Size /48 Size Rel Size Rail Size Rad Size Rail Size 10/48 13/52 10/48 13/52 10/481 13152 10/48 13/52 10/48 13/52 10/48 13/52 10/98 13/52 10/98 1 /526 6 4 6 2 2 2 2 z z4 6 4 4 2 2 2 2 2 2 2 2 z z z z 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 NS Ns ? 2 2 2 2 2 2 2 2 2 2 2 2 N6 Ns NS Me 24",offerspScinB antl era shown Is the teMest acceptable roller,Parametersor=l.o Terrain hate o S,Partiall exposed,center zone installation."Nfi=Not Suitable" 1. Rail spans shown are tyical for the conditions and parameters listed. Please consult the Mounting Systems Quick Configurator for specific array planning,layout,static verification and calculations. 4 mounting systems owl r``411 gym; ram,, rl Alpha f The Alpha system is a robust mounting system designed for exceptionally fast, easy installation of PVmodules on pitched roofs. Patented Quickstone technology, extensive component pre-assembly and unique assembly features simplify r s` planning,speed installation and enhance system safety and reliability. Unlimited flexibility With the Alpha, both framed and unframed photovolta modules can be easily ic mounted on various types of pitched roofs.' ` Significant savings Alpha has been specifically designed to minimize installation times. A high degree of pre-assembly,intelligent design of the connections and the - use of a single tool on the roof all result in a sizeable reduction in installation time and cost. Precision accuracy without cutting The use of telescoping rails rail ends allows precision rail lengths with no cutting or sawing of metal - in the shop or on the roof. Vertical adjustability The ability to vertically adjust the base rails allows a level PV array to be established,in spite of height variations in the roof surface. Structural reliability Using Mounting Systems' configuration software,the Bill of Materials (BOM)for any specific configuration can be calculated in minutes along with a PE-stamped, project-specific structural analysis and verification to the appropriate building codes and national standards. Maximum service life s�JJSA- . All components are made of extruded aluminium and stainless steel. This guarantees both full recyclability and maximum service life due to i. high resistance to corrosion. x= 1 POW,a is colnpotib l e with nearly a very Lyp- "cunL(orderaile d information,phase cantaj us du,, :he h,,,,,r,,,phase. mounting oyster wn Application Pitchxisoof e , Roof types Suitable for most types ofzoofcladding Roof slope Up to 60. Building height Up to 66 ft•20 rn PVmodules Framed,unframed , Module orientation Landscape,portrait zzF t r, Splice technology 4;'_ Size of module away not limited' Height allowance he to 1.5 in •38 mm ts2''s r Rail span Up to 6.6 ft•2 in 1 Vllv r§ Standards International Building Cade IBC 2009 i. California Building[ode CEC 2010 ASCEISEI 7-10 Aluminum Design Manual 2010 . ., , ; 1.. ANSIIAISC 360-05 &y AC131B-08 Supportlng profiles Extruded Aluminum(EN Ally 6063 T66) Telescoping end-piece Honks,small parts Stainless steel(112A) Ca/or Natural(silver) a Base rail Warranty 10 years b Telescoping end-piece c Module end clamp If Roof hook e Splice 1 oiffecent maximum values may apply,and are dependent on site,building,choice of not attachments and modules,Using the son calculation tool the correct values for each project calculated quickly and easily. For[under information',wwva.mou nting-systenu.us l Due to thermal expo neion of the inatenal,Mounting Systems nrommend...Ight gap in the array Subject to change without notice every 12 m(39.4 ft.) 2012 0 Mounting Systems,Inc. YL250P-29b YGE — 0 YL245P•29b YL2401?-29b YINI. _`�L AR CELL S 'R � S YL235P-29b YL230P-29b U.S.Soccer Powered by Yingli Solar Ideal for residential and commercial applications where cost savings, installation time, and aesthetics matter most. EMIMEMMUMMOMMM t Lower balance-of-system costs with Zep r kr Compatible'frame. D Reduce on-roof labor costs by more than 25%, Leverage the built-in grounding system- if it's mounted, it's grounded. r Lower your parts count-eliminate rails,screws, mounting clips, and grounding hardware. f Design and permit projects easily with access to layout calculator and stamped drawings. Jr Lower installation costs with savings across equipment and labor. 8 Minimize roof penetrations while maintaining the system's structural integrity. o Invest In an attractive solar array that includes a black frame, low mounting profile,and aesthetic array skirt. Increase energy output with flexible module layouts(portrait or landscape). COMPATIBLEZRP . '-'9 t D Trust in the reliability and theft-resistance of / MIS the Zep Compatible-system. Leading limited power warranty,ensures 91.2%of rated power for 10 years,and 80.7% of rated power for 25 years, AC SOLUTION OPTION The YGE-Z Series is now available as 10-year limited product warranty. an Enphase Energizedr'AC Solution. This solution delivers optimum performance and integrated intelligence. `In compliance with ourwarranty terms and conditions. The Enphase M215-7 Zep Compatible Microinver ar 0 is designed to connect directly into the Z Series module groove,eliminating the need fortools orfasteners- - all with one easy step. UL 1703 and 11LC 1703,CEC,FSEC,ISO 9001:2008, ISO 14001:2004,nS OHSAS 18001 rz007,SAaOoo c@ us r^ N t.i"'ta-1 S M Intelligent real-time »ora�o$TEgou °o_✓' :'�.„ monitoring at the system 440D and module level with a Enlighten. YINGLISOL/AR.GOMIUS i yirngh Truth' iCd> Jr , 0 ,_ ., _ .: Powered by VINGLI ELECTRICAL PERFORMANCE . . GENERAL CHARACTERISTICS Module type YL250P-29b YL245P-296 VL240P-296 VL235P496 Yt230P-296 Dlm nslons(L14V/H) 6496 in(16FOm )/3096'n(990 mm)/ Poway output P... W 25D 245 240 235 230 1.B1 n(46rem) Power output tolerances AT- W A/-S Wei 45.2 the(20,5 kg) Module e(ficienry q % 15.3 15.0 14.7 14.4 14.1 Voltage at Pi- V." V 30.4 30.2 29.5 29.5 29.5 Current at P... I.px A 8.24 8.11 9.14 9.99 zee PACKAGING SPECIFICATIONS__ Open-circuit voltage Va. V 38.4 37.6 37.5 39.1) 39.0 Number of modules per pellet/ 22 &Aprtvlmult uhood, h= A 8.79 0.63 8.65 8.S4 8.40 Nurnbarofpallive Per53'mmainer 36 STC.1 eOMInn Irradia nine,25°C cell mmperemm,AM1.5g in-sons according to EN 60904-3 Average relative aPc,r,ryreducdon of 5A6 ar 200Wmi according m EN 60904-1 Packaging box dimeeflons(L/W/H) 69 in(1900 ni145 in(1150 mmi/ 47 in(1190 mmi •,. • Box weight 1076 by(488 kgl Power output P.- W 181.1 177.9 194.3 170.2 167.0 Voltage at Pm.. V.po V 27.6 27.2 26.6 26.6 26.6 Units:inch(mm) Current at P.°. Mm A 6.56 6.54 6.56 6.42 6,29 39.46 tYWl_. Open-dreul[voltage V°= V 35.4 34.3 34.2 33.6 33.8 181 i46)_ Short-dreuit cement 6= A 7.12 6.99 7.01 6.92 6.81 o c1 NOCT:oirer-cir-11moduleop.mtion temperature at 800W/m'imianae,20°C ambient temperature,l Wit wind speed A THERMAL CHARACTERISTICS Nominal operating cell temperature NOV °C 46+/-2 Temperature coefficient of P.- V �/°C '0.45 is Temperature co.ffidan4 of V°. Or. W-C .0.33 A e 0.06 Qmutlain hales 000E O ql M Temperature s effldon'of I.. m.= `M/° gg ' d 4-•R.2361b) to or Temperature caeffiaient of V.ox Oil %/°C .0.45 a OPERATING CONDITIONS ....�...__�.... e....._,.___... .._......v_.._........__'_.___.v.__.. _.____...__....,.... ounting holes Max.system voltage 600Voo 4.6.2M56x0.31SI6 try) Max.sous fuso rating 15A Limiting reverse current ISA Drained.hales G C 8=12M6,316(3d) a: operating temperature rang. 40 to 194'F(40 to 90f-Y---- Max.static load,from(e.g.,snow and wind) 50 par(2400 Pe 3.194(tm) Max.static load,back(e.g.,wind) 50 at(2400 Pal v 4h9(t2) Hailstone impact 1 In(25 mmf at 51 mph(23 rt,It) r� wlx CONSTRUCTION MATERIALS c-c Front cover(materiel/typ/thlckneszJ Lawms glass/tampered/3.2 nnn i sEcilON / Glass may have anti-reflective coating 11 r Call(qufandoi aterlel{type/d menaianz/ 60 im.16 on/multiccore/2 1� 1i arse/#of busbaoJ 156 trim mm/243.3 cm'/2 or3 ♦ ,a2 E......lant(material) Ethylene vinyl acetate(EVA) Frame proerial/color) Anodlzed aluminum alloy/black Warning,Read the Installation and User Manual in Its entirety Jimcdc n box(pmtec irso degree) -P65 before handling,installing,and operating Yingh modules. Cable(type/length/gaugetheresde diameter) PV Wire 143.31 in 0100 mm)/12 AWG 10,244'in(62 mine Plug connector Amphenal/H4/IP68 Our Partner. (menufactunrotype/protection degree) The specifications In this datasheet are not guaranteed and are subjectto change without prior notice. This datasheet complies with EN 50380:2003 requirements. Yingli Green Energy Americas, Inc. info@yingliamericas.com Or Tel: +1 (888) 686-8820 YIN LAR YINGLISOLAR.COWUS NYSENGE a Ymgli Green Energy Holding Co.Ltd. I YGEZ60CellSeries2012 EN 201206 V01 U.S.Soccer Powered by Yingli Solar En phaseO Microinverters Enphases 215 IQ _ [ ] enphase E N E R G Y S"*** The Enphase" Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation, and management of solar power systems. The Enphase System includes the microinverter, the Envoy Communications Gateway,TM and Enlighten,° Enphase's monitoring and analysis software. PRODUCTIVE .SMART - Maximum energy production - Quick and simple design, installation, - Resilient to dust, debris and shading and management - Performance monitoring -2417 monitoring and analysis RELIABLE SAFE - System availability greater than 99.8% - Low-voltage DC - No single point of system failure - Reduced fire risk enphase & E N = R C Y G US EnphaseeM215 Microinverter//DATA INPUT DATA(DC) M215-60-2LL-S22/S23 and M215-60-2LL-S22-NA/S23-NA(Ontario) Recommended input power(STC) 190-270 W Maximum input DC voltage 45 V Peak power tracking voltage 22-36 V Operating range 16-36 V Min./Max.start voltage 22 V/45 V Max. DC short circuit current 15 A Max. input current 10.5 A OUTPUT DATA(AC) @208 VAC @240 VAC Rated(continuous)output power 215 W 215 W Nominal output current 1.0 A (Arms at nominal duration) 0.9 A(Arms at nominal duration) Nominal voltage/range 208/183-229 V 240/211-264 V Extended voltage/range 179-232 V 206-269 V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 57-60.5 Hz 57-60.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles;1.04 Arms over 5 cycles EFFICIENCY CEO weighted efficiency 96.00/0 Peak inverter efficiency 96.3% Static MPPT efficiency(weighted, reference EN50530) 99,6"/u Dynamic MPPT efficiency(fast irradiation changes, reference EN50530) 99.3% Night time power consumption 46 mW MECHANICAL DATA Ambient temperature range -40°C to+650C Operating temperature range(internal) -400C to+830C Dimensions(WxHxD) 17.3 em x 16.4 cm x 2.5 cm(6.8"x 6.45"x 1.0")without mounting bracket Weight 1.6 kg(3.5 lbs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 FEATURES Compatibility Pairs with most 60-cell PV modules Communication Power line Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547, FCC Part 15 Class B CAN/CSA-022.2 NO,0-M91,0.4-04,and 107.1-01 To learn more about Enphase Microinverter technology, enphaseo visit enphase.com E N E R G Y ©2013 Enphass Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner.