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BSOL2016-0128
78-495 CALLE TAMPICO LA:QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description:' Property Zoning: Application Valuation: Applicant: ENERGY REMODELING INC 5520 RUFFIN RD #209 SAN DIEGO, CA 92123 4 haw DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT BSOL2016-0128 52253 AVENIDA VILLA 773273011• CHACON / 4A6kW PV SYSTEM - (16) 260W PANELS/(1) INVERTER $20,000.00 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/11/2016 Owner: EDMUNDO CHACDN 52253 AVENIDA IILLA LA QUINTA, CA 9:253 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. Lici;nse Class: B: C10 License No.: 968844 Date: �0 – I I – Contractor: O -BUIL ECLARATION ' I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason.(Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, 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 Section 7000) of Division 3.of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, 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 he or she did not build or improve for the purpose of sale.). (_1 I, as owner of the property, am exclusively contracting with licensed contractors to'construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , B.&P:C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one oll the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, provided for by Section 370C of the Labor Code, for the performance . of the won or which this permit is issued: I have and will maintain'workers' canpensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit " is issued. My workers' compensation insurance carrier and policy number are: Carrier: STATE COMPENSATION INSURANCE FUND Policy Number: 9057028 I certify that in the performance of the work for which this permit is issued, I shall not employ any person 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 Code, I shall fo Rh comply with those provisions. Date: 10-1 I – I " Applicant: WARNING: FAILURE TO SECUR KERS' COIAPATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT:'Application is hereby made to th•! Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is perform=d under or pursuant to any permit issued as a result of this application , the owne and the applicant; each agrees to, and shall defend, indemnify and hold harmless the =ity of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and stzte that the above"information is correct I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representa'.ives of'this city to� "upon above-mentioned property for inspection purposes. i )1-1(, i Date: G – Signature (Applicant x Agent � � 'c 61 Contractor: E; ENERGY REMODELING INCr— S520 RUFFIN RD If209 0 o SAN DIEGO, CA 92123 9 (858)922.9771 Llc. No.: 968844 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. Lici;nse Class: B: C10 License No.: 968844 Date: �0 – I I – Contractor: O -BUIL ECLARATION ' I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason.(Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, 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 Section 7000) of Division 3.of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, 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 he or she did not build or improve for the purpose of sale.). (_1 I, as owner of the property, am exclusively contracting with licensed contractors to'construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , B.&P:C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one oll the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, provided for by Section 370C of the Labor Code, for the performance . of the won or which this permit is issued: I have and will maintain'workers' canpensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit " is issued. My workers' compensation insurance carrier and policy number are: Carrier: STATE COMPENSATION INSURANCE FUND Policy Number: 9057028 I certify that in the performance of the work for which this permit is issued, I shall not employ any person 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 Code, I shall fo Rh comply with those provisions. Date: 10-1 I – I " Applicant: WARNING: FAILURE TO SECUR KERS' COIAPATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT:'Application is hereby made to th•! Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is perform=d under or pursuant to any permit issued as a result of this application , the owne and the applicant; each agrees to, and shall defend, indemnify and hold harmless the =ity of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and stzte that the above"information is correct I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representa'.ives of'this city to� "upon above-mentioned property for inspection purposes. i )1-1(, i Date: G – Signature (Applicant x Agent � � 'c SL Date: 10/11/2016 Application Number: ,. BSOL2016-0128 Owner:: Property Address: 52253 AVENIDA VILLA EDMUNDO CHACDN APN: 773273011 52253 AVENIDA VILLA Application Description:. CHACON / 4.16kW PV SYSTEM - (16) 260W PANELS/(1) INVERTER LA QUINTA, CA 9.253 Property Zoning: . Application Valuation: $20,000.00 Applicants Contractor: ENERGY REMODELING INC ENERGY REMODELING INC 5520 RUFFIN RD #1209 5520 RUFFIN RD k209 SAN DIEGO, CA 92123, SAN DIEGO, CA 94123 . (858)922-9771 Llc. No.: 968844 Detail: 4.16kW SOLAR ARRAY -'(16) 260W SUNMODULE PANELS'W/(1) FRONIUS PRIMO 3.8-1 INVERTER [MSF] 2013 CA'-IFORNIA ELECTRICAL CODE. r r FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 10170000-20306- 0 $1.00 Total Paid for BUILDING STANDARDS.ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PV SYSTEM LESS THAN.10KW 101-0000-42403 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT PV SYSTEM LESS THAN'10KW PC 101-0000-42600 0 $25.33 Total Paid for ELECTFICAL: $50.66.. DESCRIPTION ACCOUNT QTY AMOUNT PERMIT -ISSUANCE 101-0000-42404. 0 $96.27 Total Paid for PERMIT ISSUANCE: $96.27 DESCRIPTION ACCOUNT_ QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Bin if Permit # Project Ad ress: '9-5 '3 A. P. Number: Qty of La Qu«nta p Building &- Safety Division I°j 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-701,2 Building Permit Application and-Tracking Sleet A .Qh (.G, Ola-Owner's Name: )'!� Ute. P Q Ct ,CO ✓� cl i� 'S Address: vC ` Legal Description: City, ST, Zip: t6-. Contractor: n ti cn e !'7 O l: Tele h n P o C Address: 5t5.�' ' U roject Description: b 1. City_.ST, Zi 'le e, 1.5 . Te !e h n pp o P t5 0 ... l , State Lic. # C9 D cityLic. Arch., Engr., Designcr:1j60c% 5f rx lU(Qf . Address: �J 0 w �7- l ? 6� + , 260 City, ST, Zip:4r1G e .10 .50 S Tele hone:3D `- < Construction Con structi n T5 Pe: Occupancy: t cY: 5 State Lrc. #. 2 L 0Pr oJecttYP (circle one): New Add'n Alter Repair. Dc 'mo Name of Contact Person: Fri", /"� Sq. Ft.: # Stories: # Units: Telephone # of Contact Person:t r- 5 'b � 2 771 Estimated Value of Project:- 2 0 ^Cl C• 0 APPLICANT: DO NOT WRITE BELOW THIS LINE ff Submittal Req'4 Rcc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item - Amount - Structural Cates. Reviewed, ready for corrections , °' v Plan Check Depo6t Truss Cafes. Called Contact Ycrson Plan Check Balan=e. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2' . d Review,.ready for corrections/issue Electrical Subcontactor hist Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. ' H.O.A. Approval Plans resubmitted Grading IN HOUSE-- . ' 'id Rcyie� _ Developer Impact dee Planning Approval y�' Called ContaEt Person I Pub. Wks. Appr Date of permit issue school Fees, Total Permit Fees r w h Loyd W. Martin ProfessionalEngineer, Inc. 2510. W. 237th St. #206 Torrance,CA 90505 Tel: 1.310.464-.180.4 - Email- loydwmartin@gmail.com.' www.lo*ydwma'rtin.com Structural Calculations for Roof Moun ed Solar Photovoltaic System for Chacon Residence CITY OiFITOUINU �oQROFs Esio,�gl 52253 Avenida Villa, BUILDING.& SAFETY DEPT_ . AM APPROVED La Quinta. CA.92253 L2 No. C58724 FOR CONSTRUCTION a . * Exp. 3 31 17 A licable',Codes . Pp DATE BY • O! rF of C A1.� 2013 California Building Code, 201 California Electric Code, 20:13 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-10 Minimum Design -Loads for Buildings .end Other Structures, 2012 American Forest & Paper Association, National Design Specification for Wood Construction, Local Municipal Code, and all other codes which are adopted by reference or enacted by law. Assumed Design Parameters: The -existing structure has been built under a building permiLand is in its original condition. The. existing. roof structure is capable of its code required live load and the ability of the roof structure to support live loads has not been substantially reduced by the age of the structure, termites or mold, or unauthorized modifications to the existing structure. Solar Energy Contractor shall make inspection of the existing roof framing system prior to installation of the roof mounted solar energy system to verify that the existing roof is capable of supporting minimum roof live loads. Assumed Design Parameters: All 2x members are grade Douglas.Fir #2 or better All 4x members are grade Douglas Fir #1 or better All Roof.Connectors are Simpsons Strong -Tie or Equal All Concrete Foundations are f = 2500 psi or stronger Original Structure was built to the Type -V Wood Framed Standards of the Applicable Building Code at the time of Construction. Sht # 1 of 6 2016-3458 ESD Chacon Residence Date: September 30, 2016 f Loyd, Martin Professional Engineer, lnc. 2510`W. 237th St.: #206'Torrance,CA'90505 Tel:1.3.10.464:180:4 r' 'Email: loydwmartin@gmail:com: i www.loydwmartin:com ' Note to Building Official: ;7 Based upon a review of the 'proposedplansi I. am confident that,the existing .roof framing•system,is capable,of.safely supporting the:additional r loads :caused by the solar photovoltaic energy system. The -contractor shalt field verify that the existing roof structure is in its original permitted . condition andverify that it can support the normal °code required roof live Toads: Attached in this package are. several. calculations.showing. that the roof:members can support the•additional weightof the solar array. Furthermore, an analysis*of:the solar array's` support for wind forces and a seismic analysis of the existing structure are: also included:: Ctidck' Existing Roof Trusses: wDL+LC { W =:30 psf x 2 ft. 60 plf '. R1 r. R2 . • 17•: t . �oQ?,OFESS/0,V ` Total load on truss = 60 plf x 17 ft. = 1-,020 lbs co w No. C58724 Exp. 3-31-17 CIV 1 OF. 2016-3458 ESD Chacon Residence t Date:.Septembe(30, 2016 Loyd W. Martin'Professional -Engineer, Inc:.*:. 2510 W. 237th St. #206 Torrance,CA 90505 Tel: 1.3'-0.464.1804 - Ema.il: loydwmartin@gmail.com " Www.loydwmartin com Check Existing -:Roof Trusses. P PP PP P W DL + LL 777771w DL + LL=: 30 psf -x 2 ft. = 60 - pif W DL. -R1:: R2. 1 10' 6' :Total load on truss. 60 pif x 7 ft. + 28 plf x 10 ft. + ( 6' x 1.65'.x 3.'psf x_6 878 Ibs.. < ' 1,020 lbs OK .: Check attachmentattachment of: Support to Existing Structure for Wind Uplift':. Structure for Wind Uplift .: . CHECK SOLAR 'STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND , CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2 NOTE: PER DEFINITION ON SHEET'243 OF ASCE 7-10 EFFECTIVE WIND AREA: "FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT:BE GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER. PER FIGURE 30.5-1 OF SHEET 346 ASCE 7-10 WIND SPEED 130 MPH �oQR0F.ESS/OMA NgI EFFECTIVE AREA _ 15 SQ FT w. 6 c INTERPOLATION OF WIND UPLIFT FORCE: Noc5872a f Exp. 3-31-17.; Pnet30 = -46.5 psf c 1 v v 9TF OF C AIRF y t Sht # 3 of 6 2016-3458 ESD Chacon Residence Date: September 30, 2016 " Loyd W. Martin Professional Engineer, Inc'. y 2510 W.:237th St. #206 Torrar MCA 90505'Tel:1:.3,�0.464.180:4 - Email: loydwmartin@gmail.com: , wwW.loydwmartin.com Check attachment of Support to Existing:Structure for Wind Uplift - Cont'd Tributary. Area to Each Solar Mount. 6 ft: x 2.75 ft. =.16.5 sq. ft. (. Max ) Calculate Uplift: at each support; ' oWESSIO net .A Kzt I p net3o ' . _ -Pnet = , Eq'n 30:5-1 ASCE 7-10.:'- X =.1.35. Wind Speed 130 mph'Exposure C: No. C58, 24 KZt : = 1.0 :. • * Exp. M1-17 . = 1 0 sTgw civic.: pinet3o = -46.5 psf F OF C AOV� Pnet = 1.35 x 1.0 x:1.0 x (46.5 pSf) 62.8 psf Nominal (Unfactored) Uplift at each support = 62.8 psf.x 16.5 sq. ft. = 1,036 lbs Note: Section 2.4.1 of ASCE 77 10,. Basic Load Combinations for Allowable. Stress 'Design. Note:'Applicable. Load Combination #5 (D + 0.6W) - Design (Factored) Uplift at each support = 0.6.x 1,036 lbs ='622 lbs Load per lag screw = 622 lbs / 1 = 622 lbs Determin6.blloWablO load per 5/16" lag screw w/ 25`embedment into: wood' below: according to the 2012.NDS: , W' W x Cd x Ct. Table 10.3.1 2012 NDS'.' Where: W 266 lbs [in. of embedment per Table 11,.2a Cd = 1.6 per Table 2.3.2 of 2012 NDS Ct = 1.0-- per Table 10.3.4 of 2012 NDS t W'= 266 lbs/ in. x 2.5 in. x 1.6 x 1.0 = 1,064 lbs > 622 lbs OK OK. PER ASCE 7-10 SECTION, 11.6.4 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. OQRpFESS/oN9 'Alterations are.permitted to be made to any structure without requiring the o y existing structure to comply with this standard provided the alterations comply' � No. C58724 with the requirements for a new structure. Alterations that increase the * Exp. a-31-17, seismic force in any existing structural element by more than 10 percent or decrease the design strength of any existing structural element to resist„ j s� c 1 V 1 v qTF seismic forces by more than 10 percent shall not be permitted unless the OF entire seismic force -resisting system is determined to comply with, this standard for a new structure." ` _ End of Calculations Sht # 6 of 6 2016-3458 ESD Chacon Residence F, Date: September 30, 2016 �x Q N- O N -i n 'O f-+ N N Ut m LA U1 0 D N O_ N v O s da �.� �s OJ Z N m N< 1 0�� �lJv,z pI 3 4 N v O< O W- A G) cn C W rTt O C w ay � - -'-.N. � ` m �' 0 "-I ` M M C m .. �ro ro (� ��; <n 0 M Z N m C �% — � G m n —I vv* Z D 0A�Zo N M Z = O� 0 D Dm DQ-D D xro O N< o Cr M n M H 7 -0 N O Z 0 N< p W l0 C.i A r C rn L r 3 :3 (D� I o IN W w z w m w o cru W !T z CL = ro O v 3 ° (n O P. ,moi ° EL °' n (D Li '< m � m 61 (D Q N Q 00C) o Z < M C � n Cr<sQo F. r, as v m v O , - _ v S O a N a 'DG an fD a 0 -o mrnD0KDG)U5DD 0vnrZDProDrnrr v 0MM-i 700 0- * 0 A m m O Z n Z G) m n v D 0 O n 0 2 0 f') Z p O O Z Z r M X m H O C, Z T Z n p D Z u V)Z m n Z -I n W r G) A D C Zn Mton.n-Op Z x F- rn n r m r C 0< 0 z W < n 0 p W A O cn I G) m D u m n-0 C p Z 7�c D rM ox-inO O E n 2 O n C Ln < Z M 00 m p D C A0 Z GZj D r z um 'n Z (N) r n C -i x r D K c Z n Z W Z p Z O m D rn to p n z to Z v Z C O m < Z n D G) Z �° m 2 r p p m -0p n >> m D 2 LM C ao m O 0 m z O� cn O m D n m� Z p C N C Z r 2 Z m p C p O- W= 0 D CnM z �^ O p cn m n- to Z A A p C O O m 2 M cn � m 2 n Gz) m z rD S, C D.0 C n A m Z r O D Z z C N ?c _ z D n m A n to '-' K m p 0 p -� � rn O m p n 'O° V) Z z D* z N A n 0- -a _ D� 0 0 M 0Q0c) CrZO-4Z M o D p z m pm O to D N< z p w 0 z M r m O Z V m 0 C n 0 m Z 0 p r G) O- r 0 -1 n ;:a 0 z D i v � M D 0 z C Z D p m p K o m Z-, o 0 r n 0< z� rn-1 0-4 p ZZ� mn>--j>r. v C= 0 2 0 m r 2 0 n m rn chit a)-0 CD m0pm M2G�jD��O n Z G m n Z 0 0 n � D v Z n --j � D r r m 0 0 z -n m Z Cu � Z * m m rap 0 3 Xp� ::6-x DOz -I A to "o G) m N Z= m D c n p -n D D D_ A 2 W C C Z r z D Z Z m cn Z m- G1 W M O W -Cn S z D* z nO n A n D m m 2 0 O C W O o Z=. 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Ea m ,tfl VP { .A ■ Wi n z D n O z vy £>v ® 0"00 -� / Lp a c<m.0 9M: C zD m z It 70 m L/ID m.. z n m "W Flans b < 4.16 kWDC CHACON RESIDENCE E N E R ►� Y • • — Remodeling �■ O Photovoltaic 52253 AVENIDA VILLA �$ N i� System LA QUINTA, CA 92253 LIC: 968844 E-fficient Solar Design y PH: 858-737-1744 Efficientsolardesign@gmail.com 951-541-8848 %3 O_ E o U 01< C ay 0 FoAo �OE: M C z V) CDC Cn W C7 w D w Ci CO �Z T M cn 2 0 5 --4Jaz N M Q IM O� :3 m a O n z D n O z vy £>v ® 0"00 -� / Lp a c<m.0 9M: C zD m z It 70 m L/ID m.. z n m "W Flans b < 4.16 kWDC CHACON RESIDENCE E N E R ►� Y • • — Remodeling �■ O Photovoltaic 52253 AVENIDA VILLA �$ N i� System LA QUINTA, CA 92253 LIC: 968844 E-fficient Solar Design y PH: 858-737-1744 Efficientsolardesign@gmail.com 951-541-8848 %3 • fo4 Jr I PROPERTY LINE LU Z Cr J W Q_ CC z 0- J w n- o O Q_ DRIVEWAY PROPERTY LINE EQUIPMENT LUGATIUNS: OINVERTER OSERVICE PANEL (DUTILITY AC DISCONNECT ARRAY LAYOUT & SITE.PLAN N �oQROF ESS/pN9l W. �Y No. C56724 Q J * Exp. 3-31-17 Q`P�q C I V I\- Z lF OF C A0 LU Sept. 30, 2016 a www. Loyd W Martin .com Solar Structures Engineering #2016-3458 Structural Only 0-10TE NUTES: -ANY NEW ELECTRICAL EQUIPMENT SHALL BE A MINIMUM OF 3' AWAY FROM GAS METER. - ANY EXTERIOR DC CONDUIT SHALL BE LOCATED AS CLOSE TO THE HIP OR RIDGE OR VALLEY AS POSSIBLE. Location of ( Roof Mount Total Area: 16 ) SolarWorld SW260 Poly modules 289 SBFT Approx: 19.27 % of TTRA. OCCUPANY: R3/U AREA SQ FT: 289 CONSTRUCTION TYPE: VB NUMBER OF STORIES: 1 ROOF FOOTPRINT SQFT: 1500 0. CO � 00 nMimop-0 CnW� � C f6 rl 0. ► u4 0) a e t� N r r Iw .2. W r` V�� ry Lo Ice 4) 00n W E °1 00 Z 600 J UJ U g m Z J N W > N 0 Q rn W_0 Q Z U of > Q z Q z 0 Lm Z:) Q N C' L0 PV: 1.2 5/16" S.S. BOLT -0 UNIRAC RAIL (CONTINUOUS) ATTACHMENT NOTES: ALUMINUM MODULE -ALL ROOF PENETRATIONS TO BE SEALED WITH OUTDOOR RATED SILICONE/ADHESIVE. CLAMP - DRAWING AND EQUIPMENT SEEN HERE ARE FOR ILLUSTRATION PURPOSES ONLY. SEE DATA SHEETS FOR EXACT EQUIPMENT TO BE USED. .4-- SOLAR MODULE f-- ALUMINUM L BRACKET / 3S.S. BOLT 11 FLANGE NUT ENO CLAMP ATTACHMENT DETAIL. FLUSH MOUNT LCUP MOUNTING FLANGE NUT LAMP T -BOLT 5/16" S.S NUT & MID cAMP WASHER -i CAST ALUMINUM I T -BOLT MOUNTING BLOCK \ 1 / EXISTING ROOFING PAPER R; 12" X 12" ALUMINUM FLASHING EXISTING PLYWOOD 5/16"X 6" S.S HANGER BOLT (1 W MACHINE, 1 '/: SHANK, 3" LAG) MINIMUM EMBEDMENT 2.5" EXISTING ROOF FRAMING ~— (SEE TABLE FOR SIZE SOLAR MI RAIL _T -BOLT UGC -1 CUP RAIL Q�,OF ESS/0\ r 0 p, W No. C58724 0 Sept. 30, 2016 WWW. Loyd W Martin .coin Solar Structures Engineering #2016-3458 Structural Only SOLAR MODULE AL. RAIL ROOFING MATERIAL FOOTING BASE ROOFING PAPER EXISTING PLYWOOD LAG BOLT EXISTING ROOF FRAMING MODULE SPECIFICATIONS: STRUCTURAL SPECIFICATIONS: WEIGHT DISTRIBUTION: NOTES: Typical of One ROOF STRUCTURE CALCS: BRAND SolarWorld SW260 Poly Module Weight: 46.7 lbs Module Weight: 46.7 lbs - Fast Jack, TileTrac, or equal ROOF STRUCTURE RATED AT 30LBS/Sq QUANTITY 16 Module Quantity: 16 Total Module Weight: 747.2 lbs - Sized for wind loads up to 120mph Composition 2.7 LBS/SgFT VOc 38.4 VDC OTHER NOTES: Sum: Module Weight: 747.2 lbs Racking Weight: 65.33 lbs - 2"x4", 24"O.C. Truss Framing with Spans between Supports <10' Roofing Paper 2.8 LBS/SgFT Voperational 38.40 VDC MODULE I Sum: Mounts and Rail: 65.33 lbs Total Weight: 812.53 lbs Misc 1.9 LBS/SgFT ISC 8.94 AMPS Total Roof Area: 1,500 SgFT Aprox # of Stand-offs: 24 - Flush Mounted 5/8" Plywood 1.9 LBS/SgFT loperational 8.37 AMPS Installation Area: 289 SgFT Loading Per Stand-off: 33.8554 - All Stanchions minimum 6" from Nailing plate Total Existing Roof LBS 9.3 1 LBS/SgFT DIMENSIONS WIDTH= 39.41 HEIGHT= 65.94 % Of Roof Required: 19.267 % Total Area: 289 Sq Solar PV <16LBS/SgFT WEIGHT= 46.7 DEPTH= 1>,<2 Distributed Load: 1 2.8115 LBS/SgFT Loading (PSF): 2.811521 1 11 LLI QQ M z _j L0 04 W > (V o a am C, W Z U > Q Z Q Z O tci E5 Q N O' 0 L0 U 0 'cv E Y 0 o a U) PV: 1.3 65" APPROX. 48" APPROX. Face -on View of PV Array, Typical of One TYPICAL EQUIPMENTAREA Inverter With Service Utility AC Integrated DC Entrance Disconnect, Disconnect Mounted Below 6'7" O Notes: Drawing is for illustration purposes only. Actual equipment and placement may vary. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE MAINTAINED. Grounding & Equipment Detail 6/32 Stainless Steel Bolt Stainless Steel Flat Washer Direct Burial Ground Lug (ILSCO GBL4DBL) OR EQUAL 6/32 Stainless Steel Bolt and Star Washer PV modules attached to support channels with Rail Intermodule Clamps between each module (see cut sheet for engineering specs) and Rail End Clamps at the end of Bonded to every row. Support channels will be spliced on -end with Rail grounding Splice Kits. Two support channels laid approx. 48" apart electrode FLANGE NUT ENO CLAMP T—BOLT SOLAR MOUNT RAIL NOTE: SEE DATA SHEETS FOR EXACT PRODUCT TO BE USED. MOUNTINC CLAMP UGC -1 CLIP '00 ;t Ilk1W� LUErn o0 Z w 00 W ESS/491 �o00 W. c" 13 , y cd No. C58724 * Exp. 3-31-17 C)g� z J N `PLIJ �9 C/ V I L ��Q PF p Q� OF C V70 w Q z� Sept. 30, 2016 > Q www. Loyd W Martin .corn z Q z Solar Structures Engineering < N a #2016-3458 Structural Only v 0 g L PV: 1.4 �oQ�OFESS/pN9l No. C58724 * Exp. 3-31-17 cm �Q 9TF OF CA Sept. 30, 2016 www. Loyd W Martin .corn Solar Structures Engineering AA #2016-3458 Structural Only (1) STRING OF (11) SW260 POLY 1) STRING OF (5) SW260 POLY ELECTRICAL SCHEMATIC 0 C U CO'fQ d 00 E 0 i3 NC (0 c-1 O ��! vo LO D �•� U c, C p, a> 240 VAC SINGLE PHASE D Iw •� 240 VAC SINGLE PHASE O W L6 12 U NEUTRAL AND O GROUND BONDED HERE N O B O Ll Kt L2 N I 000M0 M V W r% I I EGC W 0 CT7 00 E 'a g o o conn O 4 �, 00 KWH 100A Z °� J °° CITY OF LA Q W NOTES:BUILDING &SAFETY DFPT. -Backfeed breaker must be at the opposite end of bussing from the main breaker or main lug ,U APPROVED supplvina current from the utilities. -Strain reliefs to be used with array home run conductors to the junction box. FOR CONSTRUCTION -Access to DC wiring will be restricted to qualified personal only. Placards/Stickers -Roof mounted interconnection wiring #10AWG PV WIRE @90C. Detailed on PV1.6 -No sheet metal or tech screws shall be used to ground disconnect enclosures. DAA BY -All metallic racking and panel frames will be bonded with ILSCO GBL-4DBT Ground Lugs or equal. 240 VAC SINGLE PHASE -Max allowable back feed breaker (1.2 x 100A Bussing)= 120A, 120A -100A Main =20A, Max allowable solar back feed breaker is 20A 0Ugm Z J LOLO W > CV 0 Q rn W_o Q Z U >Q Z Q z O 0 LO Q N CY = (N _] U Ln aZr 0 'F o a PV: 1.5 EQUIPMENT SCHEDULE: VOLTS, AMPS, GROUNDING, OVERCURRENT.PROTECTION: SolarWorld SW260 Poly 16 Total Modules WIRE RUN AND CONDUIT LEGEND: (TYPICAL OF ONE) Current Carrying Amps Amps Amps Max w /NEC EC Multiplier N Fuse or Breaker Amps Voltage one way Dist ft Design Vdrop (S) Grounding Conductors Worst Case Vdrop qty AWG (lmP) 0sc) Min VMP Max VOC DC/ AC Qty eGc AVG Qty GEC AVG 600V RATED NEMA 311 JUNCTION BOX USED TO TRANSITION FROM PV WIRE TO THWN-2 O ARRAY TO JUNCTION BOX 4 10 8.37 8.94 13.97 15.00 251.2 307.2 DC 25 2% 1 8 0.22% CONDUCTORS ARE ( 4 ) #10 AWG PV WIRE IN FREE AIR UNDER ARRAY AND GROUND IS 98 AWG BARE COPPER QFronius Primo 3.8-1(240v) INVERTER WITH INTEGRATED DC DISCONNECT & AFCI O JUNCTION BOX TO INVERTER 4 10 8.37 8.94 13.97 15.00 251.2 307.2 DC 50 2% 1 8 0.44% CONDUCTORS ARE ( 4 ) #10 AWGTHWN-2 (FROM 1 -BOX DOWN WALL TO INVERTER) IN 3/4" EMT OR 3/4 -FMC MAX POWER: 3800 W CEC EFFICIENCY: 95.0% % MAX AC OUTPUT: 15.8 A (@125%NEC): 19.75 A O INVERTER THROUGH AC DISCONNECT TO POC 3 10 i 15.8 i 19.75 i 20.00 240 AC t-3 1% 1 8 1 6 0.03% CONDUCTORS ARE ( 3)#10 AWGTHWN-2 IN 3/4" EMT OR FMC OR #10-3(NOT IN WET LOCATIONS) Total DC Vdrop 0.66% 30 A UNFUSED AC DISCONNECT SWITCH UL LISTED (KNIFE BLADE) Total AC Vdrop 0.03% O BOND #6 AWG BARE COPPER WITH IRREVERSIBLE SPLICE OR LISTED ACORN CLAMP CONNECTION TO GROUNDING ELECTRODE CONDUCTOR OR EXISTING HOUSE UFFER Avg Ambient Temp (F) 84 Typkot of One: EXISTING SERVICE 100 AMP CABNET MAIN BREAKER 100 AMPS For Module: For Array: Voc 38.40 Vlts Opn Circt-Mod Ise 17.88 Amps Short Circuit Vmp 31.40 Vlts Max Powr: Mod Voc 307.2 Average Total For System: Vmp 251.2 Average 3,510 AC Watts Imp 16.74 Amps Total For System: Total For System: 4,160 Watts STC 3,510 Watts PTC Min Historical Temp (F) 22 Q EXISTING UFFER OR GROUNDING ELECTRODE Temp Adder (F) 310.15(8)(2)c 40 Max/Free-Air Temp (F) Max Conduit/THWN-2 Temp (F) 124 0Ugm Z J LOLO W > CV 0 Q rn W_o Q Z U >Q Z Q z O 0 LO Q N CY = (N _] U Ln aZr 0 'F o a PV: 1.5 In I PLACARD LOCATED ON DOOR OF MAIN SERVICE PANEL PER 705.10 1 IMUM07N1 ,�S_'g _LF, 9 R1 EffE_GMRIC SYYt NEM I RCO_N_NEGMEDIA: N -Alternate power source placard(Ma�p 9saTI6"e piastic, engraved in a contrasting color to the plaque. This plaque will be attached by pop rivets or screws or other approved method. Durable adhesive materials must be suitable for the environment. If exposed to sunlight, it shall be UV resistant. -All plaques and signage req. by 2013 NEC will be installed as req. Signage and Labeling Specifications shall be: -Red background with white lettering for caution signage. -3/8" letter heights -All capital letters -Reflective -Arial or similar font, Non -Bold -Weather resistant material (i.e. engraved plastic). -Permanent labels shall be provided. No sharpie marker will be allowed within main service panel or subpanel. (Placards and Stickers shown here are for illustration purposes only. Actual size will be compliant with the requirements of the jurisdiction in which they will be installed) P.HOAtiO.V.O.M iC 4 MR D.1SGO.NNECT OPEN CIRCUIT VOLTAGE 307 VDC VOLTS MAX POWER 251 VDC MAx.SYS VOLTAGE mow O FRAYING CURRENT 16.74 A SHOR1TGIRGUITCURRENT 18 A MAX POWER 11510 W PTC PLACARD LOCATED ON INTEGRATED DCDISCONNECT`PER ? 690.51 P3 P.HOTL0V.OLT►AIC GENERATiOR DISCONNECT(: UTILITY OP.ERATiION OPERATING CURRENT 1b.74 A VOLTAGE 240 VAC PLACARDLOCATED ON AC DISCONNECT PER 690.14 C 2, 690.14(2) AND 690.54 WARNING: PHOTOVOLATIC POWER SOURC■E STICKERS LOCATED ON EXPOSED CONDUIT/RACEWAYS. APPROX EVERY 5'& AT TURNS AND ABOVE/ BELOW PENETRATIONS, AND AT ALL JUNCTION BOXES WARNING: THIS SERUI eEALSO SBRVBD STICKER LOCATED NEXT TO POC CIRCUIT BREAKER MAIN SERVICE PANEL 690.14(2) P4 SIGNAGE WARNING ELECTRIC H SHOCK AZARD THE DC GOnD�U'CCTORS OF TFII PHOTOVO`TI'C SY TEM ARE UNGROUNDED AND MAY BE ENERGIZED. DO NOT TOUCH TERMINALS THEY MAY BE Ef�ERGIZED IN THE OPEN POSITION PLACARD LOCATED ON INTERGATED OC DISCONNECT PER 690.36(F) WARNING ETE'CTRI( SHOCK HAZARD IF A GROUND FAULT IS INDICATED, THE NORMALLY GROUNDED GONDUC+TORS MAY BE 0 (ROt% AND ERIERGIZED PLACARD LOCATED ON FRONT OF AC DISCONNECT PER 690.17 AND 690.5 (WARNING INVERTER OUTPUT CONNECTION. DO NOT RELOCATE INVERTER CIRCUIT BREAKER PLACARD LOCATED ON MAIN SERVICE PER 690.14 C 2 AND 690.54 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY a0F ESS/p\ C o. No. C58724 Exp. 3-31-17 q CIVIC ��P �OF C p,0e_>/ Sept. 30, 2016 www. Loyd W Martin .com Solar Structures Engineering #2016-3458 Structural Only d 4�9 Ugm Z J N W > N 0 Q rn W2Q Z U > Q Z Q Z O � Q N CY L 0 O U UC -)o 'F o U o T r1 joc V5 IZI-a PV: 1.6 �� Sunmodule;,,,"Pro-Senes SW Zf 0 POLY (33mm frame F1 rr)u�lS ON a}+svrp u w�.uchvr. TUU Power controlled: Lmest nvmuring tnpranm in Indgstry Every component Is tested to meat Mimes IEE requirements 0esIgned to wtthsaand heavy acrurnutatlons of Snow and kE Suninad ulE PIUs: Po3ttive perfarrrence tatera nce eyes r Ilnea r performance 1w rranty and101sar productwarranty Glass with anti-refiective coating drrr+,ae=uas rlidild- lassqualfty I ■:Ma &' ■ ccme.as■ QL_ Fully-auEorrl�4ed produt:t:ion times. and seamless monitoring oftfie process.and math- � E ,.":.Y;",.u.�a�. nalQnswethoqualityrthatthe caMpany3Cl3aiitsbench mar kfuriisaileswL4kJw`L1e: - °��' 5d'arrl!Y<orM#�lus-5artulg RI us Sorting guarantees highest system efffclzncy. SolarWVorld only delivers modules r1 ' CE that have greater than or equal to the nameplate rated pawec (t-1 �J !lasaeinar�tSoa 2SwrUnwperfnrmaMuAra teeeandemnslonofp6lawarrarrtyto19yms SdarWorld guarantees a maximum perfetrmancedigressien al' 0.7% p.a. in the worse of 25 years, a signffica rit added value oompared to the two-phase wvarfa nties coal= '��' . � mon intoe industry; alongwith our industry-firstl0 year productwananty. In.aoecxdan_ewiththe applicable Sclarworld Umlted warranrtyat pumhare. www&olvwwW j6amdwarranty Luan)r r»a iu.,,z tn�YC�c�f.�ynzp, j solarworld.wrn Sunmodule;/Pro-Series SW 260 POLY (33m,m frame) .FE00111UNCE UNDER SIANFARDTST OONDMON5 G W fil.d_iggo P� +V– B60Y'P �i0jpaotdfarrfiYe-- _ i' Akaeh4am t■sarPow Vowe Y _ — ViAM � 3S4V � _yti4 V shartekca itainvid. IK 894A MatpfYsaurrrpowwpatertawmar• Icy 837A Ala&leeffidevcy % ISM 4s -_Mi XW %Wl; fsY,AMIs 11 Musurtrntaktarnajl_}tra'matlotaTlhrMiniand:4-2l MNM7.rmr0_artmIP4 TNBML CYARALTEg190 NOCT 46 °C TCF11 I1GOI16 rc TcV . -031wt CMM 'rrg timperadarae -I]t411a�'C. 4&c to 83'C 20. V4 6S)� ll� E M a 1132 L-19 sOJ. 1.30 [33j M.dJ. -i"V M V. Al units ptavLiad aro lmppaarlat.9 unnsanted tr ars+pthasc�. Sularwor rascrvoihadgttxtotnat■sparMcAL-arctu"wtfhnutnotta. pE618MNOEAT800Wjina, N0CT,AM 1.S / 4zMt truuw parr P. 1424 OprnotrMitwah"e V. 34.8 V AkaA—ropooa+rpdast rra'Pagey„ 3S- V ShortCJkCr�frCarr 1� ?M A A4zgrWMp0Wtrpd0towrer* (.ap. 636 A. Mtrorrcductkatn01%zlarr.�under rtlallaidcmrjtk-nsAIM–atiDDwrin;MdY. i+�irG1 artnvsrearnnmryIDaD �J►n91s achhvai. COMM NENTMATERMS Cet'hpmr rwdrle 6y Ceti" Pelycrystalllne cef drro azbra 6.141nx6:14rn03Emmx1%mm) Rod Tempered bass (HU 12130) Rmsre clearanod:-ed aluminum wa�y�t 3931155 V8Jat -. SYSM WTEGfJMON PARAMEMS Maadn®arosystem via[Gage SC NINEC 1000 y I4lld a uflo W else caafrant 25A Ilumb wof bypa a ddodes 3 C"gro da ib" Iwo aFio%ft p n3 psf downward 64 Fnf upward Destgn LMIA, Maitr■s9 Sp"M lis p4fdawnward 64 psf upward DwgmLW.A` Edgemou-nVag 173psfdownwird� 41 psf upward 'Pleas■.r�Ntotta 5dmrodulp Iretaihtlon Instru�Imsthrtha.dvtatls ass„W W d ankh thaw loadcasn.. ADDITID NAL DMA ?o■rersaa ion' -G.wp /:f3 Yip IM Abd lir fw& PV•wrre per UMA33-with H4 mnnecters /tbdbrde to (UL 1903) 1 Gym law Iron tempered with ARC a4ainl I • Compatible with both'rop-Oawn' and'eiattorn' mmnting methods •rgrounding 1.ocattcns: –4loeattua along the lengih ofthe modulelnthe extendcdfl'arigee. SVFC�1-?74iU5C'i O1�FDl3 Certificate of Compliance Certificate: 2593411 Master Contract: 257442 Project: 70016432 Date Issued: December 3, 2014 Issued to: SolarWorld AG 24 Martin Luther King Strasse Bonn, Nrth Rhine Westfalia 53175 Germany The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US' for Canada and US or with adjacent indicator 'US' for US only or without either indicator for Canada only. rata ta.Gatovya.- icp StojbavbferVi,G C US Issued by: Tatjana Galonja-Stojsavljevic PRODUCTS CLASS 5311 10 - POWER SUPPLIES - Photovoltaic Modules and Panels CLASS 531190 - POWER SUPPLIES - Photovoltaic Modules and Panels - Certified to US Standards PART A: Photovoltaic Modules with maximum system voltage of 600 V do or 1000 V do and with Fire Performance of Type 1, Model Series: Sunmodule Plus SW, followed by 200, 205, 210, 215, 220, 225, 230, 235, 240, 245, 250, 255, 260, 265, 270, 275, 280, 285, 290, 295 or 300 followed by "mono", may be followed by "black". Sunmodule Plus SW, followed by 200, 205, 210, 215, 220, 225, 230, 235, 240, 245, 250, 2552 260, 265, 270, 275 or 280 followed by "poly", may be followed by "black". XL modules - "Sunmodulc SW", followed by 260, 265, 270, 275, 280, 285, 290, 295, 300, 305, 310, 315, 320, 325, 330, 335, 340, 345, 350, 355 or 360 followed by "XL mono", may be followed by "black" I DQD 507 R- 2012-05-22 Peg.: 1 IN csa Group: Certificate: 2593411 Master Contract: 257442 Project: 70016432 Date Issued: December 3, 2014 3. Rated electrical characteristics are within +/-10°/" of measured values at Standard Test Conditions of 100 mW/ cm2 irradiance, AM 1.5 spectrum, and cell temperature of 25"C. 4. SolarWorld Type 1 and Type 3 modules with Sunfix Plus ® Mount mounting system in combination with roof coverings were evaluated to System Fire Class A Rating, Steep Slope 5/12 & Low Slope '/2 /12. Type I or Type 3 modules mounted as per Sunfix Plus Mounting Manual, and Sunfix Plus ® Mount mounting system construction as per Suffix Plus Mounting Manual. APPLICABLE REOUIREMENTS ULC/ORD- C1703-01 - Flat -Plate Photovoltaic Modules and Panels UL 1703 -3rd Edition - Flat -Plate Photovoltaic Modules and Panels DQD 507 R- 2012-05-22 Page: 8 j Perfect Welding ,( 5o: sr Enrrgy ! Perfect Charging J The future c f residential solar is here - Introducing the new Promus Primo. tr-l-,r•...:,.rr- --. 1„r.-.tuu�.�2r:..-1 vi VIL'F'I%,C TL13 LJ1,tI.S LTJ l' tiVith passer c-stegorias ranging from 3.8 kW to 15-0 kW, the tr=uformerless Promus Primo is the ideal rampart siagU-p }rasa inverter for resident; -Ml appiic2t°ons. The sleek design is equipped with the SnapINverter hinge mounting system which a3aws fcr lightwra:sht, secure and =rvenient installction. The Prorivs Priam has several integrated features that set it apart from competitors inc.uding dual powerpoint treckers, high system voltage, a wide input vajtnge range, lY-r^i' raid SunSpea Modbus interface, and Pranius' anline and mo`bdo monit2ring p!atforal Pronate Sobr-weh The Pronius Primo also works seanAestly with the Pronius Rapid Shutdown Bye for a re:inure NEC 2014 solution"-* and affers a Revernm Grcde Meterisngaptiorl comp'-eteyinregrated. rl-011=15 M:7.10 GLM IPA L DAlk otrserr'meaa lrtL#t: br-sa & -) mtlnot�a� ••.`l9r -. i -- ... F� At`.. tareTha - 1er�m �., ' r 1. rll'- -•! - n r- Ar- =nee -tea wrrc�aala I. . :, .-1 -*- .. 620Ecta End ==71� .m3, rt.eaw& PROTELTIY6 DEVICES ArC.7 et tau ri~ r �tyt DC dlran3t FRDNRJi PR1M1331- 8,2 FR£RMWIRIMO TA9 z 34.7 x a9 b► Lr s ]33; as In X' -MA 4z - 1 'rt - 1lrsfxTer-sea tatka*mdami�t rvb2Udt M111-•,. pt i; rr11 a-L03SS -,r u.;r ti?1}. rF: !:_:: ! 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Custom Composition Mount Specifications - 5/1611 - PV - Quick Mount PV ® is an all -in -one waterproof flashing and mount to anchor photovoltaic racking systems, solar thermal panels, air conditioning units, satellite dishes, or anything you may need to secure to a new or existing roof. It is made in the USA of all aluminum and includes stainless steel hardware. It works with all standard racks, installs seamlessly and saves labor by not need- ing to cut away any roofing, will out live galvanized 2 to 1, and is a better low -profile mount. Split Lock Washer SS 5/16" (Not a theft - prevention feature) Fender Washer SS 5/16" x 1" EPDM Rubber Washer 60 Durometer 5/16" Sealing Washer SS 5/16" Hanger Bolt SS 5/16" x 6" 1 1/4" Machine, 13/4" Spacer, 3" Lag Mount & Flashing Aluminum Mount 1 1/4" x 1 1/4" x 2 1/4" Beveled Block Flashing .05" thick For standard composition roofs: flashing is 12" x 12" mount is attached 3" off center Lag pull-out (withdrawal) capacities (lbs) in typical lumber: Douglas Fir, Larch Douglas Fir, South Engelmann Spruce, Lodgepole Pine (MSR 1650 f 8r higher) Hem, Fir Hem, Fir. (North) Southern Pine Spruce, Pine, Fir Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) Sources: Uniform Building Code; American Wood Council Notes: 1) Thread must be embedded 1n a rafter or other structural roof member. 2) See IBC for required edge distances. ICC --.� n Know Your Roof It is a good idea to do a thorough roof evaluation prior to your project installation. At this time you should do a layout on the roof confirming everything on the drawing will fit as it is intended. Any irregularities should be noted now, so that you can deal with them simply on install day. The quality of the roofing should be determined, so that any repairs or replacement can happen before or in conjunction with the installation. On a composition roof it is important to know as much as possible about the manufacturer, the age of roof, the type of substrate (plywood or oriented strand board [OSBI), the rafter size, the spacing and span, the age of roof structure, who roofed it, who built it, etc. Photos should be taken of all of the roof variables and associated with the job file for any future reference either short term or long. Typically the building owner can look in a file and find the composition manufacturer. If not, take apiece to the roofing yard, they can usually recognize the maker and the rough vintage_ It is then easy to obtain the written manufacturer's installation instructions for the roofing materials you are dealing with. The manufacturer's instructions will spell out exactly what does and does not void the warranty of their roofing product. Most have a clause about roof temperature. This Is commonly missed, but can easily be noted it you read the instructions. Officially, the roofing manufacturer's instructions supersede our instructions, as our product is weaving into theirs. It is also important to have their instructions in the job file, for any future reference. If the manufacturer cannot be found, there is obviously no warranty in place. On a roof that has a material and labor warranty in place (new roof), it is recommended to at least consult the roofer of record. Often the roofing contractor will void the labor portion of their warranty if another trade modifies their work. Give the roofing contractor the option of handling the roofing modifications, or at least give them the opportunity to inspect and approve the modifications you make_ There will be fees to this roofer, but if it maintains the labor warranty it should be good money spent. Product Selection The Composition Mount is intended to fit within most composition and wood shingle roof systems, but not all_ Specifically it is sized to fit within a standard 5' to 5 1/2" row or course. To confirm that the Comp Mount will match your roof, measure the course exposure of your roof. The "exposed' surface course height should measure no more than 5 3/4'. If it turns out the roof tiles are a non-standard size greater than 5 3/4", the alternative method is to use a Quick Mount Shake Mount instead. In this case, follow the directions for the Quick Mount Shake Mount. (See Compostion Mount Instru7ii�o� til Video at quickmountpv.com/tech.php, then Shake Composition Video: \ ESR -2835 High Definition Comp - Presidential (2) Hex Nuts SS 5/16" irregular surface - If the penetration lands in a low between two highs, it is best to shim the low under the flashing with extra asphalt to level out the surface. Irregular tooth pattern - If the shingles have a tooth pattern wherein the bottom edge jogs up and down to give it a higher profile look, it is important to understand that the excess shingle that hangs lower than the rest of the shingle is for looks only. The 5' rule starts at the top of the tooth. If a tooth interferes with the mount block, cut the tooth off. OvrxtisDultTw _--- CDURSGa�' 2.. WATR COARSE 21 ` PROOF COURSE 1 uxRa ONLY Lag Bolt Specifications Specific 3/16" shaft 6/16" sfiaft gravity per 3' per 1" thread depth thread depth .50 798 266 .46 705 235 .46 705 235 .43 636 212 .46 705 235 .55 921 307 .42 615 205 ..50 798 266 1 of 4 How Many Mounts Per Module? There are two questions that must be asked when adding anything to a roof. 1. Can the roof / building / foundation handle the additional load? 2. What is to keep the new load from blowing away? It is assumed that a licensed solar installer can answer these questions. If he / she can't, he / she will need to find somebody that can. A licensed engineer is the easiest solution. Some of the racking manufacturers have guides to calculating a code compli- ant install as well. Many variables must be considered and determined to complete the calculation. The spacing between mounts has the variables of strength of rail, distance between parallel rails, cantilever of modules over rails, pull out strength of mount, slope of roof, height of roof, wind zone, roof type, structural integrety of roof framing; etc. The only values in the variables above that we can provide is pull out strength and shear of mount. We provide structural test reports on all of our mounts as needed. You will need to gather the rest of the applicable information and do the calculations for your specific project. Further Resources In the .process of all the research we have done, we came up with what we call the "Wheel of Accountability. It is a graphical look at the many official entities that govern how waterproofing should be done. At our web site you can click on any wedge of the wheel and get the code snippets that pertain to that entity's focus on roof penetrations. 936 Detroit Ave Suite D, Concord, CA. 94518 Please don't hesitate to use it to your advantage. And of course if you have any feed Phone: (925) 687-6686 Fax: (925) 687-6689 back pro or con, let us have it. Take photos of your jobs using Quick Mount Products and submit them to us at info@quickmountpv.com, we'll put them up in our web gallery_ Email: info@quickmountpv.com www.quickmountpv.com Put Photo Gallery in the Subject line. Aug 2011 Product Includes Each box includes all necessary mounting hardware, mounts with flashing, and written instructions. Alternative Attachment Methods The Composition Mount is intended to be attached into a lumber rafter. Mounts are usually laid out based on the location of the rafters. In some cases it is desired to place a mount where there is no rafter. In this case it is -possible to place a block between rafters, then lag into the block. In the case of metal rafters, lumber blocking the rafters is a solution, but should be done per the building's engineer of record. Shared Rail & 5" Rule On a shared rail system, where the mounts must be in an exact spot, it is important to make sure the unit is flashed properly. Normally the vertical placement is guided by the exposed front edge of the shingle. If (on a 5' exposure comp) the flashing is flush with this, then you have 5" of flashing over course 1, 5' of flashing under course 2, and 2' of flashing under cours- es 2 and 3. This is important because if there is a vertical joint in course 2 the water cannot find its way under the flashing because it extends under course 3. When the flashing must be shifted to catch a shared rail, it is ad- vised to shift the mount up the roof only, leaving less flashing over course 1, and more flashing under course 3. If it is necesary to shift downward, it is advised to move down a whole course and then shift up accordingly. Sealants It is important to put a compatible sealant into any and all holes drilled into a roof. Most roofing manufactures list a suggested, approved sealant in their specifications. In the freeze -thaw zones, it is important to follow the manufacturers' rules for freeze -thaw conditions. Use the property rated sealant for each specific application and condition. Some that may be more appropriate for asphalt/composition roofs include Geocell 2300 and ChemLink M-1 but be sure to do your own research to confirm a compat- ible and appropriate sealant with the materials you are working with. 2of4 :o �`�`� International '%\ • Natkaul Building Roofing Roofing Code State Contractors Building Association Code Asphalt � Roofing International �(1 anufacturers Q M Association AHJ Residential Code Authority Sheet Metal & Having National AirConditionhig ?j Contractors' Jurisdiction Rre Protection 4F � National 2 Association OSHA Association rL Z 7 International Code A0. Council underwriters L taboratodes F9 UL Q� U .0 t U7 C3 w0 070 CU vo W Z a II I I I I I I i ------------ ---------------' �----------------- ---- --------J 3of4 uIck Mount,pyD 0 COMPOSITION MOUNTING INSTRUCTIONS - 5/1 W - PV - Installation Tools Required: Tape Measure, Roofing Bar, Chalk Line, Stud finder, Caulking Gun, 1 Tube of Appropriate Sealant, Drill with 7/32" long bit, Drill or Impact Gun with 1/2" Deep Socket. CS JAI .: A Locate, choose, and mark centers of rafters to — — — — — .— N Q N k_ E=:� O _ X O X =o X N Z= Q. O -he U - o`� X `o Co 0 O -1-- N -,0 NLO _ o� C1 Lo L O Lo N n to') 0o 'Ne �. U v U L � in a) rn Qi N U_ m La) N N Q N W O Z �— CN co -14' LO %o n co Cr w uIck Mount,pyD 0 COMPOSITION MOUNTING INSTRUCTIONS - 5/1 W - PV - Installation Tools Required: Tape Measure, Roofing Bar, Chalk Line, Stud finder, Caulking Gun, 1 Tube of Appropriate Sealant, Drill with 7/32" long bit, Drill or Impact Gun with 1/2" Deep Socket. CS JAI .: A Locate, choose, and mark centers of rafters to Lift Composition roof shingle with Roofing Bar, 61 be mounted. Select each row course of roofing just above placement of Quick Mount. for Mount placement of Quick Mounts. M K • 1 = i 5 ' 1 � i i t MIK21 .............N y7 C1 �.. ��1 T 7 ty J. i Lift Composition roof shingle with Roofing Bar, 61 be mounted. Select each row course of roofing just above placement of Quick Mount. for Mount placement of Quick Mounts. M K • 1 = i 5 ' 1 � i i t Slide Mount into desired position. Remove any nails that conflict with getting Mount flush with front edge of shingle course. Mark center for drilling. into roof and rafter, taking care to drill square ant to the roof. Do not use Mount as a drill guide. s� d'177 77.._ secure the rack of into Block. your choice (see 9*). Tighten to 16 foot pounds. For Questions Call 925-687-6686 www.quickmountpv.com QM-PV-Comp-Install©2011 4 of 4 Slide Mount hadc into oosition. Prenare Hanger Bolt with 1 Hex Nut and 1 Sealing Washer, insert through Block into hole and drive Hanger Bolt into rafter, tightohing to 13 fMet Paunch. * You are now ready for the rack of your 9 choice. Follow all the directions of the rack manufacturer as well as the module manufacturer. All roofing manufacturers' written instructions must also be followed by anyone modifying a roof system. Please consult the roof manufac- turers' specs and instructions prior to touching the roof. info@quickmountpv.com Aug2011 .............N y7 C1 �.. ��1 T 7 ty J. i Slide Mount into desired position. Remove any nails that conflict with getting Mount flush with front edge of shingle course. Mark center for drilling. into roof and rafter, taking care to drill square ant to the roof. Do not use Mount as a drill guide. s� d'177 77.._ secure the rack of into Block. your choice (see 9*). Tighten to 16 foot pounds. For Questions Call 925-687-6686 www.quickmountpv.com QM-PV-Comp-Install©2011 4 of 4 Slide Mount hadc into oosition. Prenare Hanger Bolt with 1 Hex Nut and 1 Sealing Washer, insert through Block into hole and drive Hanger Bolt into rafter, tightohing to 13 fMet Paunch. * You are now ready for the rack of your 9 choice. Follow all the directions of the rack manufacturer as well as the module manufacturer. All roofing manufacturers' written instructions must also be followed by anyone modifying a roof system. Please consult the roof manufac- turers' specs and instructions prior to touching the roof. info@quickmountpv.com Aug2011 SMmug MoUNT °UNIRAC ' A mi,,n uoUP@OMPr4NY OPTIMIZED COMPONENTS INTEGRATED BONDING & PRE—ASSEMBLED PARTS Crirrpnrms are ;are-aswmoled sna wan*td, to reduce his io&3g a to-Wr-drrc.t>jtj1cM gmarrdcig5 barr tM INTEGRATED BONDING on Ora ?tiurding sins or 00ndN lumPet% m Iedpfe OUS. •mtze Ina { MIDCLAMP mtrmirvettermarmc►pithaMteirdrbnernrrlttriaTu'til'3s� i$tioi' VERSATILITY �,, �� ---1 DNF PRODUCT • MANY APPLICATIONS t,�jtwy t{t nxHwes ilLm ca the roarm at a debred Lot,anda awoeir"Lik 064f aWn U) prctraiLar Ianr..:atx v#WL secuteg p large WAKI d fwac INTEGRATED BONDING rrocktta cnflst,trnvlooedar..>=kppe v-4rooter.Av--VZ;I?;elnmil..ttnratrtcub SPLICE BAR ,jnrx1zcdllr:.lus424utpift!nybutptutCxishr»rn alBntyU,sd +c» radarr4 AVAILABILITY',-`' NATIONWIDE NETWORK IAwWrv1i p1nv-Fs I-mUsfl "mtnck,gf MC0,M CIUVIRItOFtt'faroornclvn tl: 0a= Our p nrers. hater d6brt jhItgC thrtr iovvl a., curttimsr supper S. jktz- klty.wd at sentce to ®. jcsrdtlniraCptodutits,CA,moiicur pitttwr;fo-fay anda¢nrate aeUverrtfl rrw-,m your prcject *e<i7 W/W1 Urdrac:cm rw a Hg ar =tncutam AUTOMATE O DESIGN TOOL �---�� DESIGN PLATFORM AT YOUR SERVICE INTEGRATED BONDING' :ieetirxa s bnt of latenats IF lug a tgw Cudcs okay tt:trr &J-Birilfle . r MICROiNYER'I'EK MUUN`I a",--vkt "HAP tom tnat tvinamjines the ptcFms of deibrirtp a code w/ WIRf.MANAGEMENT .or6tkfant soar munting tj+siem. 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Ihttc kjttl, Ntz9mnrgTti ,a't no mood to titan Islip Ml 5e1,41 to a disinuutnr, Jum-aleti zna'trtsffi INTLERATLU•NUNVINU L -FOOT w/ T -BOLT UNIRAC CUSTOMER SERVICE MEANS THE fllGiIEST LEVEI OF PRODUCT SUPPORT �w UIF;MA` tNFD CEFLTInED IRFP wicr g1101" TECHNICAL SUPPORT Lmirae4 ttthniiA v+pp*n toam is dedicamc to m1werfng nt-ewom b. asidmw"Ig I;wr'F to le -4- urne, Act OnLIP OWN of documems Indudtrttl reports. zetmpad IITIV - and Lfchnical data ih eU grealiy wn06flan yatst ptrmi1tirt9 and ptcfect p0nnlnq prcce':F CERTf M QtML" PROVIDER Unfrx is the anly PV meuriting Nk-,Mdett Whh i50 0mlin atlnns far 9001100& 14WI20104 er'd 0115AS 1$001:200k which atasru ne. deiivr?t ttie nlgtWM .sisndm& fLrr fMft:rrr» end F.O OM rho= ccrtlfi=uars cknairsurte mr erztUerite and conY7x.nem;a fljltwtt bw6nez praaftes I PrOMIT DbtiJf•t-NYAtYbti BANKABLE WARRANTY urPgptt`tD.Ctin:arrpto{Uttf anrSrpmr=dyourrtst. Woo rseXe Of rNnd krKrA1rIQ VVA err" rrtalving ww cd gktotxirvra' quabrp SMA*sOUM tg mrt*d try 10 -pa► isnttrd pradust %%array and a 5-1i�rllrrl:ea posh 'AwTmtY. PROTECT YOUR REPUTATION WITH QUALM HCENG SOLUTIONS BACKED BY ENCINMINC WEILGICE AND A SUPERIOR SUPPLY CHAIN +CI1! iauc,, A 114:11L, ENC)INEER,iNG 9AN08LE kiUilfliti 'NA[' 41M'r' CERTf M QtML" PROVIDER Unfrx is the anly PV meuriting Nk-,Mdett Whh i50 0mlin atlnns far 9001100& 14WI20104 er'd 0115AS 1$001:200k which atasru ne. deiivr?t ttie nlgtWM .sisndm& fLrr fMft:rrr» end F.O OM rho= ccrtlfi=uars cknairsurte mr erztUerite and conY7x.nem;a fljltwtt bw6nez praaftes I PrOMIT DbtiJf•t-NYAtYbti BANKABLE WARRANTY urPgptt`tD.Ctin:arrpto{Uttf anrSrpmr=dyourrtst. Woo rseXe Of rNnd krKrA1rIQ VVA err" rrtalving ww cd gktotxirvra' quabrp SMA*sOUM tg mrt*d try 10 -pa► isnttrd pradust %%array and a 5-1i�rllrrl:ea posh 'AwTmtY. PROTECT YOUR REPUTATION WITH QUALM HCENG SOLUTIONS BACKED BY ENCINMINC WEILGICE AND A SUPERIOR SUPPLY CHAIN +CI1! iauc,, A 114:11L, BONDING SPLICE BAR o 0 0- ---------- 0 Y TYPICAL SPLICE BAR DETAIL -lc x. :g =Lr uml Lu vu z.s xncrrv- uva Luucw TYPICAL EXPANSION JOINT DETAIL USEDATA"AN W IONIOINT-.`' THE SPLICE SM DOES NOT BOND ACROSS AN EXPANSION JOINT. ■■O U 1 7 I RAC mt 9R(iADWAY BLVD NE ALBUQUERQUE. I811+187102 DSA VU'WWUNIRAC.CO M PRODUcr um: I SOMMI' LW MAWMTW8 PART & ASSEMBLY DEs IHIPTIG�: BONDING SPLICE BAR REM ION DATE. SEPT 2014 SOLARMOUNT STANDARD ON L -FOOT MINIMUM HEIGI-fT SOLAROUNT HD ON L -FOOT L FOOT MAXIMUM HEIGHT MINIMUM HEIGHT MAXIMUM HEIGHT PRODUCT urs SOLARMOUff ORA%ViG TVPE DRAWING NOT TO SCALE DESCR"Cft ■■■ NIRAC ALLIV61 Sl1ONSARE OMIN'AL SEPT 2014 on AiHiul GQid[t h !� � i4i.1®ROADWAY am N:E AL91DQ1 ERgLrf, Nps 87102 LISA _...-- PRO■lPCT PROTECTED 9Y ONE OR MORE S -M-7 SAS PATENTS VVM.UNIRAC.com LEf�AL NOTE@ SHEET MAXIMUM HEIGHT PRODUCT urs SOLARMOUff ORA%ViG TVPE PART & ASSEMBLY DESCR"Cft L -FOOT R><MON DATE SEPT 2014 g;-16 x T B .T FLANGE NUT DRAW11W. NOT TO SCALE ALL IHIAENISIONS ARE NDMINAL N PRO[YUCT PROTECTED 11Y ONE 02 MORE !� US PATENTS l&AL NUnCE S -M-7 BONDING SM MID CLAMP BONDING SM END CLAMP i VARIES - REFER TO SHEET SH4104 G4'. 141.1 BROADWAYBLVD ESE AUIMU�RQUE, NN 57102 USA WW1W. U N I RAC _CONI' PRODUCT LIME: SOLARM OUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: BONDING TOP CLAMPS REVISION DATE: SEPT 2014 B CLAMP 30mm to 32mm Module Thic.kn ss (1.18' to L26') E CLAMP 50mm to 52mm Module Thickness (L97' to 2.057 C CLAMP 34mm to 36mm Module Thidmess (L34' to 3.421 F CLAMP 45mm to47mm Module,Thkkness (177' to. 1.85') D CLAMP 38mm to 4flmm Module Thid ness (1-50'& L571 _F11 18. K CLAMP 39mm-.to 41mm Module Thidmess (1-5V to L61') 2 :. r. 16 i TYPICAL END CLAMP DETAILS PRODUCT LINE: SOL.OUIVT DRAWING TYPE: DRAWING MOTTO SCALE DESCRIPTION: � NIRAC ALL DIMENSIONS ARE lyOMIN& � 1A11 BROADWAY BLVD HE AUMVERQ,U& HN M02 USA PRODUCT PROTECTED BY ONE OR MORE US PATENTS WWW.UNIRAC.CO LEGAL NOTICE SHEET C CLAMP 34mm to 36mm Module Thidmess (L34' to 3.421 F CLAMP 45mm to47mm Module,Thkkness (177' to. 1.85') D CLAMP 38mm to 4flmm Module Thid ness (1-50'& L571 _F11 18. K CLAMP 39mm-.to 41mm Module Thidmess (1-5V to L61') 2 :. r. 16 i TYPICAL END CLAMP DETAILS PRODUCT LINE: SOL.OUIVT DRAWING TYPE: PART DESCRIPTION: END CLAMPS REVISION DATE: AUGUST 2014 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET na meoUNIRAC A I4ILTI 64OUP COMMY SolarMount Technical Datasheet Pub 110818 -ltd V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ........ :........................................................................................................... 2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot........................................................................................................................... 3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware 8E SolarMount Bottom Up Module Clip Part No. 302000C to I IMF I— u i.i1 Y r ►X Dimensions specified in inches unless noted • Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5, 6105 -T5,6061 -T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: •-0.031 lbs (14g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one %7-20 ASTM F593 bolt, one %%20 ASTM F594 serrated flange nut, and one %" flat washer • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs, (N) Resistance Factor, 4) Tension, Y+ 1566 (6967) 686(3052)- 2.28 1038 (4615) 0.662 Transverse, Xt 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 Sliding, Zt 66(2 ) 1 27 (119) 1 2.44 41 (181) 0.619 SolarMoutit Mid Clamp Part No. 302101C, 302101D, 302103C, 302104D, 302105D,3021060 Mid Clem, I LOO OCSTANCE wtvim MOOD ES _ fj Y , ►X Dimensions specified in Inches unless noted SolarMount End Clamp Part No. 302001C, 302002C, 302002D. 302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C is° 1 111�1G'ill�.` AN ILII GROUP COMPAW • Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 lbs (23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac %%20 T -bolt and one %"-20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory Applied Load Direction Average Ultimate lbs (N) Allowable Load. Ibs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667 Transverse, Zt 520 (2313) 229 (1017) 2.27 346(1539), 0.665 Sliding, Xt 11.94 (5312) 490 (2179) 1 2.44 1 741 (3295)1 0.620 •x �.►nua `, NEWVANES MH I MOM"Tn oxtsS Dimensions specified-lhlliictfds'unless-ndted • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight: varies based on height: --0.058 lbs (26g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac 1/0-20 T -bolt and one %7-20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory • Modules must be installed at least 1.5 in from either end of a beam Applied Load Direction Average Allowable Ultimate Load lbs (N) lbs (N) Safety Factor, FS Design Loads lbs (N) Resistance Factor, 0 Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 Transverse, Zt 63 (279) 1 14 (61) 1 4.58 21(92)1 0.330 Sliding, Xt 142 (630) 52 (231) 2.72 79 (349). 0.555 SolarMount Beam Connection Hardware SolarMount L -Foot Part No. 304000C, 304000D Y t ►X i t 3At V. AOT FOR % ntRDwnFf zm Dimensions specified in inches unless noted ma aUNIRAC A HIM GROUP COMPANY • L -Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi; Yield: 35 ksi • Finish: Clear or Dark Anodized • L -Foot weight: varies based on height: --0.215 lbs (98g) • Allowable and design loads are valid when components are assembled with SolarMount sedes beams according to authorized 3o/t UNIRAC documents L -Foot For the beam to L -Foot connection: • Assemble with one ASTM F593.'/s%16 hex head screw and one ASTM F594 %"serrated flange nut • Use anti -seize and tighten to 30 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third -party test results from an IAS accredited laboratory NOTE: Loads are given for the L -Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design : Load . lbs (N) Resistance Factor, m Sliding, Zt 1766 (7856) 755 (3356) 2.34 1141 (5077) , 0.646 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0,575 Compression, Y- 3258 (14492) 1325 (5893) --2.46 2.28 2004 (8913) 323 (1436) 0.615 0.884 Traverse, Xi 496 (2182) 213(949), s domUNIRAC A HIM. GP.OUP (IMPANY SolarMount Beams Part No. 310132C, 310132C-13, 310168C, 310168C-13; 310168D 310208C, 310208C -B, 310240C, 310240C -B, 310240D, 4101.44M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) plf 0.811 1.271 Total Cross Sectional Area in; 0.676. 1.059 Section Modulus (X -Axis) in9 0.353 0.898 Section Modulus (Y.Axis) in 0.113 0.221 Moment of Inertia (X -Axis) In 0.464 1.450 Moment of Inertia (Y -Axis) in 0.044. 0:267 Radius of Gyration (X -Axis) in 0.289 1.170 Radius of Gyration (Y -Axis) in 0.254 0.502 SLOT FOR T -BOLT OR 4" HEX HEAD SCREW -T 2X SLOT FOR BOTTOM QIP 2.500 1.316 SLOT FOR 3%" HDC BOLT .387 .750 - Y L ►X SolarMount Beam SLOT FOR T BOLT OR 1.728 VV HDC HEAD SCREW SLOT FOR BOTTOM CLIP 3.000 —TI SLOT FOR 1.385 3'8" HDC BOLT 1.207 Y 1.875 ♦ (- ►X. SolarMount HD Beam Dimensions specified in inches unless noted TRE/1KQ yr _Mig°f Fast -Curing TLow-Modulus;;-Sharia End -Capped, Polyurethane H Ndd'Sealant -Product Description Dymonic0 FC is a low -modulus, one=component, moisture=cure, polyurethane hybrid sealant ' Dymonic FC is formulated with, proprietary 'silane end -capped polymer technology Dymonic^FC provides the best performance.characteristics of polyurethane and silicone sealants.. Basic Uses Dymonic FC is a durable, flexible, sealant that offers excellent performance in'moving joints and exhibits tenacious adhesion once fully cured. Typical applications for Dymonic: FC include- ex nclude' expansion and control joints, precast concrete panel joints, perimeter caulking (windows, door panels); EIFS; aluminum; masonry and vinyl siding. Features and Benefits Dymonic FC is fast curing with a skin Uma of 60 minutes and a tack -free time of 3-4 hours to significantly reduce dirt pickup: It will not green crack due 6'early.moverrent and has an, exceptional movement capability of'i 35%. Dymonic FE is _ also IowKVOC, painti ble and will not crack or -craze under UV exposure. Colo�s Almond. Beige, Black, Anodized Aluminum, Aluminum Stone, Buff, Dark Bronze, Gray, Limestone;'Off White, Redwood Tan, Stony White, NaturelClay, Bronze and Ivory.' Packaging 10.1, oz. (300ml)`cartridges; 20 oz: (6061) sausages; 2 gal (7.61.), 3 gal. (11.41.) and S gal (191. pails' .. Coverage Rates 308 linear. feet of joint per gallon for a 114 in.x U4 in:: (6mm x 6mm) joint.. For specific coverage rates.that include jointsize and usage efficiencies, visitour website usage' calculator at viWw.tremcosealants.com.' Applicable Standards: Dymonic FC meets or exceeds the requirement's: of the fallowing specifications.''_ ASTM C 920„Type S; Grade NS, Class 35, Use NT, M, A and 0 ASTM C 1248 U.S. Federal Specification TT S•00236C Class A, Type II CAN/CGS819.13-M87 Fire•Rated Systems' FF -D;1063, FW -U-1059, HW-D*1054, WW -D-1054: Joint Design Dymonic fC may be used in any joint designed in accordance. with accepted architectural/engineering practices. joint width should be 4 times anticipated movement, -but not less than 114 in:*Mm). v Joint Backing .,.";L..1 -. Closed cell or;reticulated,polyethylene backer rod is: recommended as joint backing to control sealant'depth and: to ensure intimate contact of sealant with joint walls,when tooling. Where depthof joint will prevent the use of backer rod, an adhesive backed polyethylene tape (bond bleaker tape) should be used to prevent three -sided adhesion. All backing should be dry at time of sealant application: www.tremcosealants.com Page 16f 2 Sealant Dimensions'. W''=Sealant width, D = Sealant'depth; C ="Contact area. 5 .f ..ALjaT V z n EXPANSION JOINTS = The minimum width -and depth of any; 6lant application should be 1/4 K. by 114 In;'(6mm by,6mm). The depth' (D) of sealant may be equal to the width (W)' of joints that are less than 1R iii: (t 3mm) wide; For joints ranging from 1/2 m to 1 m. (13mm to 25mm) wide, the sealant: depth should be approximately one half of the joint width: The maximum depth (D) of any -sealant application; should_ be 1/2 m (136im).'Foi jointi that arivin icer than 1,in., " (25him),contact TremcoTethiiica{ Services or your local Sales Representative. .- _._.. _. WINDOW PERIMETERS - For fillet beads, or angle beads around windows and doors, the sealant should exhibit a minini6m'i66 a contact area (C) -of 114 in. (6mm) onto each substrate. Proper joint backing or bond breaking'should be provided to allow for anticipated movement Surface Preparations Surfaces must be sound; clean, and dry. A11 relea`s`e age_nts,t existing waterproofing; dust; loose mortar, laitance, paints, or other finishes must be removed. This can be' accomplished with a thorougWwire brushing, grinding, $cfblasting,"or solvent washing, depending 'on the contamination. Tremco recomniends'that surface te+nperatuies be'40'F (4'C) or above atthe time'the sealant is applied. 1f sealant must be' applied in temperatures bel&i 407 (4'C), please refer to the Tremco Guide for Applying Sealants in Cold Weather that'can be found on our website at www trem6kaIS66.'com. _ Priming Where deemed necessary; use Tremco Primer H171'or TREMprime.S{licone Porous Primer for'porous surfaiesrand TREMpnme Non Porous Primer for metals or plasfics. Dymonic FC ty _ icall „adheres to'c6inmon construction substrates without primers; however due to the variability TNE/l1CQ Application Dymonic FC is easy to apply with conventional caulking :equipment Ensure that the batkerrod i0riction'fitted properly and ariy1pnmers have beenapplied.`Fill the joint completely ;with a properwidth-to=depth ratio tool to ensure intimate "contad of sealant with joint walls; Dry tooling is always preferred; although zytene can tie used m limited amounts to, slick the"spatula if.needed following theinitial dry tooling, - For a cleaner finish mask the sides of the joint with tape prior - to filling:. _ ,. ........ CureTirne Dymonic FC general cures at agate of 3/32. in per'day at' 75°F (24'C) and SO% relative humidity Dymonic FC will skin in'l hour and be tads free in 3-4 hours.•The cure iime.will increase as temperatures.and/or humidity decrease. A'gootl rule of thumbis one additional day for every.l0°F decrease in- temperature. n temperature. Clean up Excess sealant and smears adjacent to the joint interface can be carefully removed with xylene or' mineral spirits before the :sealant cures Any utensils used for tooling can also be cleaned with xylene or mineral spirits. Limitations: i Do not apply over damp or, contaminated surfaces. Use`with adequate ventilation • Do not _use under polyurethane deck coatings unless the! sealant is fully cured: . ._ • Always utilize the accompanying MSDS for information on Personal Protective Equipment (PPE).a.nd health Hazards. Warranty. Tremco warrants its Products to be- freeof defects in materials.. but makes no warranty as to apperance or color since methodsof application and on-site conditions are beyond our control and can affect performance Tremco makes no `other,warranty expressed or implied inducting warranties of MERCHANTABILITY and FITNESS FOR A PARTICULAR PURPOSE, with respect to Tremco Products. Trernco's sole bbligetion shall be, atits'option, to replace nr refund the purchase of the ,quantity'of Tremco Products proven to tie defective and Tremco shall not be liable for any loss or damage: of substrate finishes such as Kynar and anodized `aluminum, please refer to our website St vvivw trenicosealantscom Trim, always recommends that'i mock-up orfield adhesion -for the mostup-t6=date Product Data Sheets." - test be perlbrmed on the actual materials being used on' the _ �. _ job to verify the need for"_`primer A`description of the field adhesion test can be found In appendix X1 of ASTM C 1193; Standard Guide for Use of Joint Sealants Trarnco Commercial Sealants & Waterproofing 3735 Green Road, 8ea6vaA OH 44122 11 Phwii 216.292.S000It 800.321.7906 22o wlcksteed Avenue 6t6nm oN M4H 1 G7 /t Phonei 416,421.3300 N 800.363,3213 1451 ikobsonAimitic;AshlaM OH 4480511 Phone: 419.289.205911800 311.6357 An RmCornPariq, Y vawvr.tremcos6alantacom 0312/DFCSfl Page 2'of 2 TYPICAL PHYSIC.A.L PROPERTIES Property Test Method TVpical Value Rheological Properties ASTM C 639 Non sag (NS), Obi sag in channel' Extrusion- Rate ASTM C 1183 93.1 mUmin. Hardness Properties ASTMC 661• 25 iNeight Loss ASTM C 1246 Pass Skin Time; 1 hour, -Talk Free Time` AS1M 0679 3=4 hours Stain & Color Change ASTM C 510 No visible color changeft stain Adhesion -in -Peel ASTM C 794 Aluminum 20-25 pli (89-112N) Concrete 18-22 pli (80.98N) No Adhesion loss Effects -of AfceIe'ra- d Aging'; ASTM C 793 Pass Movement capability 'Al t 3% www.tremcosealants.com Page 16f 2 Sealant Dimensions'. W''=Sealant width, D = Sealant'depth; C ="Contact area. 5 .f ..ALjaT V z n EXPANSION JOINTS = The minimum width -and depth of any; 6lant application should be 1/4 K. by 114 In;'(6mm by,6mm). The depth' (D) of sealant may be equal to the width (W)' of joints that are less than 1R iii: (t 3mm) wide; For joints ranging from 1/2 m to 1 m. (13mm to 25mm) wide, the sealant: depth should be approximately one half of the joint width: The maximum depth (D) of any -sealant application; should_ be 1/2 m (136im).'Foi jointi that arivin icer than 1,in., " (25him),contact TremcoTethiiica{ Services or your local Sales Representative. .- _._.. _. WINDOW PERIMETERS - For fillet beads, or angle beads around windows and doors, the sealant should exhibit a minini6m'i66 a contact area (C) -of 114 in. (6mm) onto each substrate. Proper joint backing or bond breaking'should be provided to allow for anticipated movement Surface Preparations Surfaces must be sound; clean, and dry. A11 relea`s`e age_nts,t existing waterproofing; dust; loose mortar, laitance, paints, or other finishes must be removed. This can be' accomplished with a thorougWwire brushing, grinding, $cfblasting,"or solvent washing, depending 'on the contamination. Tremco recomniends'that surface te+nperatuies be'40'F (4'C) or above atthe time'the sealant is applied. 1f sealant must be' applied in temperatures bel&i 407 (4'C), please refer to the Tremco Guide for Applying Sealants in Cold Weather that'can be found on our website at www trem6kaIS66.'com. _ Priming Where deemed necessary; use Tremco Primer H171'or TREMprime.S{licone Porous Primer for'porous surfaiesrand TREMpnme Non Porous Primer for metals or plasfics. Dymonic FC ty _ icall „adheres to'c6inmon construction substrates without primers; however due to the variability TNE/l1CQ Application Dymonic FC is easy to apply with conventional caulking :equipment Ensure that the batkerrod i0riction'fitted properly and ariy1pnmers have beenapplied.`Fill the joint completely ;with a properwidth-to=depth ratio tool to ensure intimate "contad of sealant with joint walls; Dry tooling is always preferred; although zytene can tie used m limited amounts to, slick the"spatula if.needed following theinitial dry tooling, - For a cleaner finish mask the sides of the joint with tape prior - to filling:. _ ,. ........ CureTirne Dymonic FC general cures at agate of 3/32. in per'day at' 75°F (24'C) and SO% relative humidity Dymonic FC will skin in'l hour and be tads free in 3-4 hours.•The cure iime.will increase as temperatures.and/or humidity decrease. A'gootl rule of thumbis one additional day for every.l0°F decrease in- temperature. n temperature. Clean up Excess sealant and smears adjacent to the joint interface can be carefully removed with xylene or' mineral spirits before the :sealant cures Any utensils used for tooling can also be cleaned with xylene or mineral spirits. Limitations: i Do not apply over damp or, contaminated surfaces. Use`with adequate ventilation • Do not _use under polyurethane deck coatings unless the! sealant is fully cured: . ._ • Always utilize the accompanying MSDS for information on Personal Protective Equipment (PPE).a.nd health Hazards. Warranty. Tremco warrants its Products to be- freeof defects in materials.. but makes no warranty as to apperance or color since methodsof application and on-site conditions are beyond our control and can affect performance Tremco makes no `other,warranty expressed or implied inducting warranties of MERCHANTABILITY and FITNESS FOR A PARTICULAR PURPOSE, with respect to Tremco Products. Trernco's sole bbligetion shall be, atits'option, to replace nr refund the purchase of the ,quantity'of Tremco Products proven to tie defective and Tremco shall not be liable for any loss or damage: of substrate finishes such as Kynar and anodized `aluminum, please refer to our website St vvivw trenicosealantscom Trim, always recommends that'i mock-up orfield adhesion -for the mostup-t6=date Product Data Sheets." - test be perlbrmed on the actual materials being used on' the _ �. _ job to verify the need for"_`primer A`description of the field adhesion test can be found In appendix X1 of ASTM C 1193; Standard Guide for Use of Joint Sealants Trarnco Commercial Sealants & Waterproofing 3735 Green Road, 8ea6vaA OH 44122 11 Phwii 216.292.S000It 800.321.7906 22o wlcksteed Avenue 6t6nm oN M4H 1 G7 /t Phonei 416,421.3300 N 800.363,3213 1451 ikobsonAimitic;AshlaM OH 4480511 Phone: 419.289.205911800 311.6357 An RmCornPariq, Y vawvr.tremcos6alantacom 0312/DFCSfl Page 2'of 2 October 30, 2014 UniRac 1411 Broadway Boulevard NE Albuquerque, New Mexico 87102-1545 TEL: (505) 242-6411 FAX: (505) 242-6412 Attn.: Engineering Department, -STRUCTURAL" ENGINEERS '900 ESS/1 ,pNELH q� m No. S3878 Exa.3-31-15 / *i �TAr TRUCTURP��N- OF CA\-\' Re: Engineering Certification for UniRac's SolarMount Design & Engineering Guide PZSE, Inc. -Structural Engineers has reviewed UniRac's "SolarMount Design & Engineering Guide" and specifically the enhancements of the SolarMount Flush -to -Roof System, Pressure Lookup Tables, and Downward & Upward Span Length Tables. This certification excludes connections to building structures and the effects on building structure components. All information, data and analysis contained within the Installation Manual are bas -,-d on, and comply with the following: 1. 2012 International Building Code, by International Code Council, Inc., 2012 2. 2013 California Building Code, by California Building Standards Commission, 2013 3. ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures 4. 2010 Aluminum Design Manual, by The Aluminum Association, 2010 5. AC428, Acceptance Criteria for Modular Framing_ Systems Used to Support Photovoltaic (PV) Panels, effective June 2012 by ICC -ES This letter certifies that the structural calculations contained within UniRac's "SolarMount Design & Engineering Guide" are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call. Sincerely, L_ Paul Zacher, SE - President 8150 Sierra College Boulevard, Suite 150 • Roseville, CA -95661 • "916.961:3960 * 91.6:961.3965 • www.pzse.com Business Stream Products Renewable and Solar Technology Attn: John Nagyvary Unirac Inc. 1411 Broadway Blvd Albuquerque, NM 87102 Phone: +505 242 6411 Email: john.nagyvary@unirac.com UL SU 2703 Fire Testing Completed Type of Equipment: PV Mounting System Model. Designation: Unirac Roof Mount Test Requirement: UL Subject 2703, Issue 2 Dear Mr. Nagyvary, TUV Rheinland File Number: L1-URC140731-RM TUV Rheinland Project Number: URC 140731 TUV Rheinland PTL This letter is confirmation that the Unirac Roof Mount (RM) PV Mounting System has successfully completed fire testing according to the UL Subject 2703 with references from UL1703 rev. May 2014 standard. Congratulations on this achievement. The Unirac Roof Mount (RM) PV Mounting System has demonstrated compliance with a Class A Fire Rating when installed with the following Fire Types: • Type 1 • Type 2 • Type 3 Complete test results, including any necessary mitigation measures for the fire rating, can be found in report R1-URC140731-RM. This correspondence may be used as a Letter of Compliance (LOC) indicating the Unirac Roof Mount (RM) PV Mounting System has met the relevant system fire requirements. Sincerely, Email: Mwitt@us.tuv.com December 19, 2014 TUV Rheinland PTL Photovoltaic Testing Laboratory 2210 South Roosevelt Street Tempe, Arizona 85282 Main Phone: 480-966-1700 Mark Witt Main Fax; 775-314-6458 Engineering Manager Email: info@tuvpti.com TUV Rheinland PTL, LLC TUV Rheinland North America Holding, Inc. 1 Federal Street Boston, MA 02110 Main Phone: 617-426.4888 Main Fax: 617-426-6888 Member of TUV Rheinland Group Certificate Number 20150106-E361971 Page 1 of 1 Report Reference E361971-20140619 Issue Date 2015 January 6 Issued to: QUICK MOUNT PV Bldg 2 2700 Mitchell Dr Walnut Creek, CA 94598 Labdratbdia This is to certify that MOUNTING SYSTEMS, MOUNTING DEVICES, representative samples of Quick Rack Have been investigated by UL LLC in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: UL 2703, Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat -Plate Photovoltaic Modules and Panels. Additional Information: See UL On-line Certification Directory at WWW.UL.COM for additional information. The Quick Rack system achieved a system fire classification `A' when tested in combination with UL1703 Listed Type 1 rated PV module. 'The system fire test method was in accordance to Standard For Safety For Flat -Plate Photovoltaic Modules and Panels, UL 1703, 3rd Edition, dated May 20, 2014. Only those products bearing the UL Listing Mark should be considered as being covered by UL's Listing and Follow -Up Service. The UL Listing Mark generally includes the following elements: the symbol UL in a circle: @ with the word "LISTED"; a control number (may be alphanumeric) assigned by UL; and the product category name (prodLct identifier.) as indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product Director, North American Certification Programs UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of U--. For questions, please contact a local UL Customer Service Representative at http://www.ul.conVglobal/eng/pages/corporate/contactus/