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PMT16-02098 City of Menifee Permit No.: PMT16-02098 29714 HAUN RD. 47%CCEL/-> MENIFEE, CA 9258E Type: Residential Electrical MENIFEE Date Issued: 08/05/2016 PERMIT Site Address: 25584 GALA CIR, MENIFEE, CA 92585 Parcel Number: 329-380-008 Construction Cost: $8,000.00 Existing Use: Proposed Use: Description of INSTALL SOLAR 2.6 KW 10 PANELS NO MAIN PANEL UPGRADE Work: Owner Contractor JUAN RODRIGUEZ ENERGY REMODELING INC 25584 GALA CIRCLE 22120 CLARENDON STREET STE 200 WOODLAND HILLS, CA 91367 Applicant Phone:8772454672 NICHOLAS ANDERSON License Number:968844 ENERGY REMODELING INC 22120 CLARENDON STREET STE 200 WOODLAND HILLS, CA 91367 Phone:8487371744 Fee Description Qb[ Amount($1 Solar, Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Electrical 158 157.50 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 2.00 General Plan Maintenance Fee-Electrical 1 12.60 $462.10 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Pennit Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects I hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law). Chapter9(commencing with section 7000)of Division 3 of the Business and o I am exempt from licensure under the Contractors State License Law for Professions Code and my license is in full force and effect. the following reason: License Class r -10 Uoimii Ll By my signature below I acknowledge that,except for my personal residence Expires ) ' ) 7 Signature f� - �r in which I must have resided for at least one year prior to completion of improvements covered by this permit.I cannot legally sell a structure that I WORKER'S COMPENSATION D RATION have built as an owner-builder if it has not been constructed in its entirety by hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website: by Section 3700 ofthe Labor Code,for the performance of work forwhich w,,vw.Ieeinfo.ca.eov/calaw.html. this permit is Issued. Policy# CIO — S 70 2 $— 15 Date o I have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Code,for the performance of the work for which o By my signature below I certify to each of the following:i am the property this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number are: application and the information I have provided is correct.I agree to comply Carder S-I—o-re— CC) j 7 S with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to C Policy#�o— 5 -7 0 ^I .Expires 2 — I enter the above identified property for inspection purposes. (This section need not to be completed is the permit is for one-hundred Date dollars($10D)or less PROPERTY OWNER OR AUTHORIZED AGENT o l certify that in the performance of the work for which this permit is issued, I shall not employ any persons in any manner so as to become subject to the CRY BUSINESS LICENSE# workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers compensation provisions of Section 370D of the Labor Code,I shall ford 'hcomply�nith those provisions. C Will the applicant or future building occupant handle hazardous material or a Applicant // Date 15 —�6 mixture containing a hazardous material equal to or greater that the amounts specified on the Hazardous Materials Information Guide? W NG:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS o Yes 9 UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguideP94 CONSTRUCRON LENDING AGENCY o Yes fMo I hereby affirm that under the penalty of perjury there is a construction Will the prop9s6d building or modified facility be within 1000 feet of the lending agency for the performance of the work which this permit is issued outer boys ary of a school? (Section 3097 Civil Code) o Yes d� o OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD permitting checklist I understand my requirements under the State of I hereby affirm under penalty of perjury that I am exempt from the CalifuryeHeaith&Safety Code,Section 25505 and 25534 concerning Contractors License Law for the reason(s)indicated below by the haz�fdous material reportin checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 dies Business and Professions Code).Any city or county that requires a permit to 0 Date AU construct,alter,improve,demolish or repair any structure,prior to its PERTY 0 THORIZED AGENT 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 Contractors State EPA R VATION.REPAIR AND PAINTING(RRP) License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978 and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property than($500). managers who do the paint-disturbing work themselves or through their 01,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.eoa.eov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323). Code;The Contractors State License Law does not apply to an owner of a ❑An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees'or personal effort,builds or improves the property provided that the improvements are not intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of Firm Certification No.: completion,the Owner-Builder will have the burden of proving that it was not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm is required for this project because: ❑I,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP Acknowledgement. U , EsGil Corporation In partnership with Government for Buifding Safety DATE: 07/08/16 ❑ APPLICANT J-MRIS. JURISDICTION: City of Menifee ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: PMT16-02098 SET: I PROJECT ADDRESS: 25584 Gala Circle PROJECT NAME: JUAN RODRIGUEZ 2,500 Watts Solar Photovoltaic System ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® Esgil Corporation staff did not advise the applicant that the plan check has been completed. ❑ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted— Telephone #: Date contacted: (b ) Fax #: Mail Telephone Fax In Person E-mail: ❑ REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 07/05 9320 Chesapeake Drive,Suite 208 ♦ San Diego, California 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576 City of Menifee PMT16-02098 07/08/16 ADO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02098 PREPARED BY: Sergio Azuela DATE: 07/08/16 BUILDING ADDRESS: 25584 Gala Circle BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code mnf Manual Input Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: ❑ Complete Review ❑ Structural Only ❑ Other [-]Repetitive Fee HOurl 1.5 Hrs. @ ' � Repeats � EsGil Fee $105,00 $157.50 Based on hourly rate Comments: 1 1/2 hours plan review. Sheet 1 of 1 macvalue.doc+ City of Menifee Building 4 Safety Dept. Loyd W. Martin Professional Engiheev§ Inc. 2510 W. 237th St. #206 Torrance,CA 90505 Tell&.L36¢ 4.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Structural Calculations for a Roof Mounted Solar Photovoltaic System for: Rodriguez Residence ROFESS/ONq� 25584 Gala Circle, Sun City, CA 92585 �Y No. C58724 * Exp.3-31.17 Applicable Codes: �'9� cjv\OF C \FOR�`P 2013 California Building Code, 2013 California Electric Code, 2013 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-10 Minimum Design Loads for Buildings and 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: 9 The existing structure has been built under a building permit and 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 fc = 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 2016-2060 ESD Rodriguez Residence Date: June 23, 2016 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance,CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Note to Building Official: Based upon a review of the proposed plans I am confident that the existing roof framing system is capable of safely supporting the additional loads caused by the solar photovoltaic energy system. The contractor shall field verify that the existing roof structure is in its original permitted condition and verify that it can support the normal code required roof live loads. Attached in this package are several calculations showing that the roof members can support the additional weight of 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. Check Existing Roof Trusses: wDL+LL w = 30 psf x 2 ft. = 60 plf R1 R2 20' �o0,0FESS/4 W. AMI Total load on truss = 60 plf x 20 ft. = 1,200 Ibs o r y No. C58724 Exp.3.31-17 r� 01V1\ �P 9 OF C AL\FO�� Sht # 2 of 6 2016-2060 ESD Rodriguez Residence Date: June 23, 2016 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance,CA 90505 Tel:1 .310.464.18O4 Email: Ioydwmartin@gmail.com www.loydwmartin.com Check Existing Roof Trusses: p pp PIP p F-w DL+LL w DL+LL = 30 psf x 2 ft. = 60 plf I w DL R1 R2 20' 14.3' 5.7' 1 Total load on truss = 60 plf x 5.7 ft. + 28 plf x 14.3 ft. + ( 4' x 2.75' x 3 psf x 4 ) + ( 4' x 1.65' x 3 psf x 2 ) = 914 Ibs < 1,200 Ibs OK Check attachment of Support to Existing 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 1 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 110 MPH �oQROFESS/ONE W. EFFECTIVE AREA = 15 SQ FT INTERPOLATION OF WIND UPLIFT FORCE: No. C58724 * E:xp.3.31-17 Pnet3o = -19.65 psf �T4 civOF CLFO��\P Sht # 3 of 6 2016-2060 ESD Rodriguez Residence Date: June 23, 2016 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance,CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Pressure - Cont'd Tributary Area to Each Solar Mount = 4 ft. x 2.75 ft. = 11 sq. ft. ( Max ) Calculate Load at each support: OQROF ESSIp yq� Pnet = A Kzt I Pnet3o Eq'n 30.5-1 ASCE 7-10 y o �' 2 A = 1 .35 Wind Speed 110 mph Exposure C �2 No. C58724 Kzt = 1 .0 * Exp.3-31-17 1 = 1.0 Pj CIVI\- �Q Pnet3o = -19.65 psf 9lFCF CA\.\F Pnet = 1.35 x 1.0 x 1.0 x (-19.65 psf) = -26.5 psf Nominal (Unfactored) Pressure at each support = 26.5 psf x 11 sq. ft. = 292 Ibs Note: Section 2.4.1 of ASCE 7- 10, Basic Load Combinations for Allowable Stress Design. Note: Applicable Load Combination #5 : D + 0.6W Dead Load = 3.0 psf Wind Load = 26.5 psf Design (Factored) Load at each support: 3 psf + (0.6 x 26.5 psf) = 18.9 psf where: Y = Distance between 2 lag screws = 1 .75" v1 v Y' = Moment arm to 1 st lag screw 8.75" W 3M UM SB E BOLTGN'IT11 3'MINM"M EMBEDMENT Sht # 4 of 6 2016-2060 ESD Rodriguez Residence Date: June 23, 2016 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance,CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Uplift - Cont'd Moment due to Load = (18.9 psf x 11 sq. ft.) x 8.75 inches = 1,819 in-lb Load to lag screw = 1,819 in-lb / 1 .75 in = 1,039lbs Determine allowable load per 5/16" lag screw w/ 3" embedment into wood below according to the 2012 NDS. W ' = W x Cd x Ct Table 10.3.1 2012 NDS where: W = 266 Ibs / 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 W ' = 266 Ibs/ in. x 3 in. x 1.6 x 1.0 = 1,277 Ibs > 1,039 Ibs OK OK. Use Tile Hooks with (2) 5/16" x 4" Lag Screws with 3" min. embedment into wood, at 48" O.C. max, as per Plans to Manufacturer's instructions. �O9 OFEss/OH� 9! No. C58724 m * Exp.3-31-17 sT clv1 �P 9�OF C Sht # 4.1 of 6 2016-2060 ESD Rodriguez Residence Date: June 23, 2016 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance,CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of (E) Building = Approximately 2,400 sq. ft. Approximate Effective = 2,400 sq. ft. x 30 psf ave. = 72,000 LBS Seismic Weight DETERMINE BASE SHEAR V = Cs W EQ'N 12.8-1 ASCE 7-10 Cs = SPs EQ'N 12.8-2 ASCE 7-10 rRl le R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 6.5 WOOD SHEAR WALLS �OQRpFES8/0 w. le = 1.0 IMPORTANCE FACTOR y o y 91 No. C58724 Sos = 2/3 x SMs EQ'N 11.4-3 ASCE 7-10 * Exp.3-31-17 SMs= FA x Ss EQ'N 11.4-1 ASCE 7-10 �T9lF CI V \-OF C F SMs = 1 .0x1.5 = 1.5 Sps = 2/3x1.5 = 1.0 1.0 EQ'N 12.8-2 ASCE 7-10 Cs = L6 5] = 0.154 1 Sht # 5 of 6 2016-2060 ESD Rodriguez Residence Date: June 23, 2016 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance,CA 90505 Tel:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com EXISTING BASE SHEAR V = 0.154 x 72,000 LBS = 11,088 LBS EQ'N 12.8-1 ASCE 7-10 DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: EXISTING SEISMIC = 72,000 LBS WEIGHT NEW SOLAR ARRAY = 3 PSF x 10 PANELS x 3.3' x 5.5' = 545 LBS NEW SEISMIC = 72,000 LBS + 545 LBS = 72,545 LBS WEIGHT THEREFORE NEW BASE SHEAR: V = 0.154 x 72,545 LBS = 11,172 LBS EQ'N 12.8-1 ASCE 7-10 /o a 11,172 LBS - 11,088 LBS x 100 = 0.8 % < 10% OK CHANGE = 11,088 LBS OK. PER ASCE 7-10 SECTION 11.B.4 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS QROFESS/Oh LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. c3 'Alterations are permitted to be made to any structure without requiring the W No. C58724 existing structure to comply with this standard provided the alterations comply * Exp.3-31-17 with the requirements for a new structure. Alterations that increase the mr OlV 1� �\P seismic force in any existing structural element by more than 10 percent or q decrease the design strength of any existing structural element to resist TF OF C A\.\F seismic forces by more than 10 percent shall not be permitted unless the entire seismic force-resisting system is determined to comply with this standard for a new structure." End of Calculations Sht# 6 of 6 2016-2060 ESD Rodriguez Residence Date: June 23, 2016 H IGUEZ RESIDENCERODR City of MenifeeBuilding & Safety Dept.kW P H OTOVOLTAIC SYSTEM JUL 0 5 2016 2 . 6 Receivedto Pins preJ1Z at qt Watson Rd watwnnd t 25584 Gala Cif _ • P.. V 0 two m ,. . e � 01 r Cthanac Rd 3 _ _ �v la 11J GO to $ ® > 00 Rd M<uuvN^Rd �a<°qtl a av" C7 F•: W y PWfI Rd Y s � 'J Z Rouse Rd Roos.Rd ' � C , f.f0 OODOOC 00 lI � $ too 000nRo m'ca11 nh Golf Costme X f GENERAL NOTES f.f f PROJECT ADDRESS: -UL LISTED PRODUCTS:PHOTOVOLTAIC SOLAR MODULES UL 1703,INVERTERS UL 1741 -PHOTOVOLTAIC MODULE ARE TO BE CONSIDERED NON-COMBUSTIBLE W °o° -ALL EXTERIOR CONDUIT IS TO BE PAINTED TO MATCH THE BUILDING IN WHICH THE CONDUIT IS ATTACHED U 25554 GALA CIRCLE , , . . WQ U co -ALL CONSTRUCTION SHALL O BEP AINT UTILITY PROVIDER SHANS LL BE NOTIFIED ED P BUILDING USOE AND ACTIVATION ON OF AN SOLAR P OTOVOLTA C INSTALLATION OE RLIFORNIA PLUMBING CODE,CALIFORNIA FIRE i.l t,. SUN CITY,CA 92585 AND CALIFORNIA ENERGY CODE.LO t �y -ALL MODULES AND RACKING GROUNDING LUGS SHALL BE UL 467 APPROVED(ISCO GBL-0DBT) EZ -NO SHEET METAL OR TECH SCREWSHALL BE USED TO GROUNDCONDUCTORS SHALL BEOELECTRICALLYOCONTINUOUSSURE WITH I OR BONDED INN AICCORDANCEPROPER WIITH ART Y50N641€G/GROUND BAR KITS WILL BE USED OWNER/CLIENT:JUAN RODRIGU -FERROUS METAL RACEWAYS ENCLOSINGN Q 5584 GALA CIRCLE ULJ _ E CONTRACTOR SHALL PROVIDE A WRITTEN LETTERTO THE BUILDING INSPECTOR IF REQUESTED,STATING THAT ALL INACCESSIBLE EXPIRE CONNECTIONS HAVE BEEN INSTALLED IN CONFORMATION WITH THE �` < W C' � 2 TH SUN CITY,CA 92585 REQUIREMENTS ORTHE APPROVED PLANS W U (951)928-4959 _AppUCATION5 FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICA E INVALID SHALL BE A RENEWAL FEE OF 50%OF THE ORIGINAL PERMIT FEE AMOUNT WHEN THE PERMIT HAS BEEN EXPIRED FOR UP TO 1 YEAR.WHEN A PERMIT 0 LO !n -THIS PERMIT ISSUED SHALL BECOME IN UNLESS WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS,A SUCCESSFUL INSPECTION IS NOT OBTAINED IN 180 DAYS,OR IF WORK IS To OR ABANDON FORLO SOLAR CONTRACTOR:B 968844 A PERIOD OF 180 DAYS,PERMITS WHICH HAVE BECOME O ENERGY REMODELING INC HAS BEEN EXPIRED FOR A PERIOD IN EXCESS OF 1 YEAR,THE RENEWAL FEE SHALL BE RATE SLEEPING THE ORIGINAL PERMIT FEE Cr 5520 RUFFIN RD#209 -SMOKE ALARMS TO BE INSTALLED PER JURISDICTIONS REQUEST OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH ROOM FOR SLEEPING PURPOSES,IN EACH STORY,INCLUDING BASEMENT SAN DIEGO,CA 92123 -CARBON MONOXIDE DETECTORS TO BE INSTALLED AS COMBINATION UNITS WITH SMOKE DETECTORS IN ALL REQUIRED LOCATIONS PERIURISDICTIONS REQUEST 848-737-1744 -THE SOLAR PV INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING,MECHANICAL,OR BUILDING ROOF VENTS. N IN COMPLIANCE WITH OSHA -THISDSDYSTEMAS AN UTILITY INTEORACTIN E SYIO REGULATIONS. TEM WITH NO TORAGE BATTERIES PROJECT SCOPE: ELECTRICAL NOTES: CONDUITU m E 1.The Installation consists of(10)260 Watt solar DC EVERYY o T E BUILDING IT SHALL BE IDENTIFIED AS"CAUTION:HIGH VOLTAG ED TO DAMAGE.IF EXPOSED TO DAMAGE,#6AWG WILL BE USED L WILL BE:DC UNGROUNDED CONDUCTOR=BLACK,OC GROUNDED CONDUCTOR=WHITE OR OTHER OPPOSING COLORS. OS photovoltaic modules roof mounted and connected to -ALL EXPOSED ROOF WIRING SHALL BE PV WIRE TYPE RATED FOR C9DeC)WETT CONDITIONS.OTHER OUTDOOR WIRING SHALL BE COPPER THW P-2 RATED FOR(90"C)APPLICATIONS IN EMT TE SYSTEM pho (1)Inverter and related electrical switchgear as -ALL DC WIRING N o_ 1lcable codes and the by the utility -WHERE METALLIC CONDUIT CONTAINING DC CONDUCTORS15 USED i required by app• -#8AWG SOLID BARE COPPER GROUND WILL BE USED AS AN EQUIPMENT GROUND TO CONNECT THE PV RACKING ER AND BONDED WHEN company. -GROUNDING ELECTRODE CONDUCTORS SHALL BE NO LESS THAN#10AWG AND NO GREAJER THAN#6AWG COPPER AND BONDED TO THE EXITING GROUNDING ELECTRODE 70 PROVIDE FOR A Total Size:2.6 kW DC -ALL DISCONNECT SWITCHES SHALL BE WIRED SUCH THATTHE LINE SIDE W ILL HAVE LIVE CONDUCTORS WHEN THE SWITCH IS IN THE OPEN POSITION THE DC SOURCE LL BE 2.The system will be inter connected and will be -MARKING OF THE W I SYSTEM DISCO NECT" HA WITH ACCORDANCE 69054E WITH 690.17.MAR ING OF OR USE A WETL LOCATION HALL BE IN ACCORDANCE WITH NEC 690.53.MARKING OF THE INTERACTIVE SYSTEM O AND JUNCTION BOXES SHALL BE RAIN TIGHT AND APP OVED F REGARDLESS OF VOLTAGE operated in parallel with the utility electrical grid per POINT OF CONNECTION SHALL BE IN A PV. 1.1 the requirements of the utility and applicable codes. -ALL EXTERIOR CONDUIT,FITTINGS, -EXPOSED NON-CURRENT CARRYING METAL PARTS OF MOD EFRAMES, ES, OSEDELECTRICALENT,ANQU PMEONT W�ENCLOSURES SHALL MAINTAINED. GROUNDED IN ACCORDANCE WITH 250.134 OR 250.136(A) System will not be activated until serving utility has EACH MODULE WILL BE GROUNDED USING THE SUPPLIED CONNECTIONS POINTS IDENTIFIED ON THE MODULE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. been notified. -PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING ARRAY LAYOUT & SITE PLAN m i m M_m � � MWEryLO d yo U� a� rn W � w AP O,o F� U 2 Z F (D Z � w 4 O 0000 ri :E io m w m 00 } Ln 00 PATIO COVER C7 s w w 00 rLLj _j 20' 14' 7 . . W Ua`¢ . - O 3'MIN - J U F ^ T N Q yy en C I W 0 F N a l = L) 00 O13 0 N M) O B 23' A �O DRIVEWAY A Z218"MIN F� 2� GALA CIRCLE M� 2 NOTES: Location of ( 10 ) SolarWorld SW260 Poly modules EQUIPMENT LOCATIONS: Roof Mount Total Area: 180 SgFT Approx: 12 %ofTTRA -ANY NEW ELECTRICAL EQUIPMENT SHALL BE A MINIMUM OCCUPANY: R3/U AREA SQ FT: 180 OA INVERTER OC SERVICE PANEL OF 3' AWAY FROM GAS METER. -ANY EXTERIOR DC CONDUIT SHALL BE LOCATED AS CLOSE CONSTRUCTION TYPE: VB UMBER OF STORIES: 1 PV; 1.2 OUTILITY AC DISCONNECT TO THE HIP OR RIDGE OR VALLEY AS POSSIBLE. ROOF FOOTPRINT SQFT: 1500 ATTACHMENT NOTES: ATTACHMENT DETAIL ALL ROOF PENETRATIONS TO BE SEALED WITH OUTDOOR RATED SILICONE/ADHESIVE. C o LW DRAWING AND EQUIPMENT SEEN HERE ARE FOR ILLUSTRATION PURPOSES ONLY. SEE DATA SHEETS FOR EXACT EQUIPMENTTO BE USED. C 0 [L W O LL7 4 . w u FLANGE NUT \ W END CLAMP \ ALWINUM MODULE ` OF MOUNTING FLANGE NUT 5116,S.S.BOLT —► CLAMP CLAMP Z MID CLAMP _ T—BOLT f— SOLAR MODULE Z RT 00 UGC-1 LU CLIP 0 T—BOLT 0 � i 0 oo I� � (.D m LU rn UNRAC yp�C.^. P"T ac [d ob (CONTINUOUS) i ` Ln SOLAR MOUND } f / RAIL �F LLJ o LU �--TILE HOOK ' T—BOLT < < << UCC-1 CLIP r ( c rc RAR t ( (2)5(1G'X 4-SS LAG BOLTS WITH O < < < U ` 3'MINIMUM EMBEDMENT W LLJ LOG < END CLAMP C) 5`N PROFILE VIEW: MID CLAMP 61 LU v �--SOLAR MODULE < c) _. - . . AL. RAIL w 0 - ROOFING MATERIAL v 00 6" MIN FOOTING BASE M LO Z) ROOFING PAPER 0 (N U) EXISTING PLYWOOD LAG BOLT EXISTING ROOF FRAMING 24" 2411 MODULE SPECIFICATIONS: STRUCTURAL SPECIFICATIONS: WEIGHT DISTRIBUTION: NOTES: Typical of One ROOF STRUCTURE CALCS: BRAND SolarWorld SW260 Poly Module Weight: 46.7 Ibs Module Weight: 46.7 Ibs Fast Jack,TileTrac, or equal ROOF STRUCTURE RATED AT 30LBS/SqF1 o 5 1= QUANTITY 10 Module Quantity: 10 Total Module Weight: 467 Ibs - Sized for wind loads up to 120mph Tile 9.8 LBS/SgFT s >Qc� Ln VOC 38.4 VDC OTHER NOTES: Sum: Module Weight: 467 Ibs Racking Weight: 39.83 Ibs - 2"x4", 24"O.C.Truss Framing with Roofing Paper 2.8 LBS/SgFT N a c/J Voperational 38.40 VDC MODULE Sum: Mounts and Rail: 39.83 Ibs Total Weight: 506.83 Ibs Spans between Supports<10' Misc 1.9 LBS/SgFT L 8.94 AMPS Total Roof Area: 1,500 SgFT Aprox#of Stand-offs: 14 - Flush Mounted 5/8" Plywood 1.9 LBS/SgFT (TCvOC=.35%/C)tional 8.37 AMPSInstallation Area: 180 SgFT Loading Per Stand-off: 36.2021 - All Stanchions minimum 6" from Total Existing Roof LBS 16 LBS SgFT SIONS WIDTH= 39.41 HEIGHT= 65.94 %Of Roof Required: 12 % Total Area: 180 SqF Nailing plate Solar PV<16LBS/SgFT MV1. WEIGHT= 46.7 DEPTH= 1>,<2 Distributed Load: 2.8157 LBS/SgFT Loading (PSF): 2.81572 Grounding & Equipment Detail �0 WC0 Co m M� to Face-on View of PV Array, Typical of One co O L7 co Cry II IIII I IEL G N32 Stainless Steel Bolt � N w _ I — � 9 Stainless Steel Flal Washer W I Direct Burial Ground Lug (ILSCO GBL40BL) ,_ .... I I I� _ _ — L. _. OR EQUAL 65" APPROX. U _ ~ — M2 Stainless Steel Bolt and z Star Washer _ L L — —_-_ _ (D ULI oGO II � a) � LLJ00 - IIII 00 PV modules attached to support channels with Rail >_ — I — I Intermodule Clamps between each module (see cut sheet w — - - I for engineering specs) and Rail End Clamps at the end of z T ___ - - every row. Support channels will be spliced on with Rail 4B ----- - � Bonded to < ` ` APPROX. �I grounding Splice Kits.Two support channels laid approx. 48" apart L electrode TYPICAL E UIPMEN TAREA , � I . W J Do CN NOTE:SEE DATA LU FLANGE NUT SHEETS FOR ¢ v Inverter With END CLAMP EXACT PRODUCT w (� Service Utility AC Integrated DC TO BE USED. 00 C) Disconnect, Disconnect � LO D Entrance OP MOUNTING I) N `n Mounted CLAMP 0 Below 67' T-BOLT UGC-I CLIP \ U U ® 0 CO O s o N a SOLAR MOUNT RAIL 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. PV: 1.4 ELECTRICAL SCHEMATI7rVciLic.- 02 E Un D w 2 C D rb 240 VAC SINGLE PHASE LAO VAC SINGLE PHASE O w A GROUND O I BONDED HERE ( )STRING O�— 0)SW260 POLY N G I z 1 O g O2 I Z ............................. ................... e� I F 4 v N L] L2 I LLI 400 r� LU1 0 Do I• o- -----�- 10- a a o- o- CON EEC O ® 200A w -- - -- ——-- In oG KW H 0`00 NOTES: Or breaker must be at the ooaosite end of bussing from the main breaker or main lug w suooh•%^^c••••^^r from the utilities. z -Strain reliefs to be used with array home run conductors to the junction box. LL.I -Access to DC wiring will be restricted to qualified personal only. Placards/Stickers -Roof mounted interconnection wiring R10AWG PV WIRE @90C. Detailed on PV3.6 -No Sheet metal or tech screws shall be used to ground disconnect enclosures. 240 VAC SINGLE PHASE -All metallic racking and panel frames will be bonded with ILSCO GBL-4DBT Ground Lugs or equal. -Max allowable back feed breaker(1.2 x 200A Bussing)=240A,240A-200A Main=40A, Max allowable solar back feed breaker is 40ALJJ ` VOLTS,AMPS,GROUNDING,OVERCURRENT PROTECTION: 0 ` ` EQUIPMENT SCHEDULE: Amps Max O"e Design Z ` Current Carrying Amps Amps Fuse or Volta e g Grounding Conductorsorst W J L SolarWorld SW260 Poly g - etVdropse way w/NEC Breaker Min Max DC Disc vdrop eGc GEC Vdrop � r:'L� ` WIRE RUN AND CONDUIT LEGEND: MPICAL OF ONE) Multiplier Amps VMP VOC AC (`-) City AWG Qty AWG (n O- 04 ' 10 Total Modules Qty AWG (IMP) px) Ittl LIJ J'6Y 600V RATED NEMA 3R JUNCTION BOX USED TO ARRAY TO JUNCTION BOX 2 10 8.37 8.94 13.97 15.00 314.0 384.0 DC 25 2% 1 8 0.17%' N g v a > CONDUCTORS ARE 2 ^10 AWG PV WIRE IN FREE AIR W F- TRANSITION FROM PV WIRE TO THWN 2 O ( ) 0 00 Fronius Galvo 2.5-1 (240v) INVERTER WITH UNDER ARRAY AND GROUND IS"S AWG BARE COPPER INTEGRATED DC DISCONNECT&AFCI JUNCTION BOX TO INVERTER 2 10 8.37 8.94 13.97 15.00 314.0 384.0 DC 50 2% 1 8 0.35% Q N MAX POWER: 3800 W O CONDUCTORS ARE ( 2 ) 410 AWG THWN-2 � CEC EFFICIENCY: 95.0% % (FROM i-BOX DOWN WALLTO INVERTER)IN 3/4"EMT OR 3/4"FMC MAX AC OUTPUT: 11.8 A INVERTER THROUGH AC DISCONNECT TO POC 3 10 11.8 14.75 15.00 240 AC 3 1% 1 Total DC vdrop OD52%° (@125% NEC): 14.75 A O CONDUCTORS ARE ( 3 ) d10 AWG THWN-2 Total ACVdrop 0.02% 30 AUNFUSEDACDISCONNECT IN3/a"EMT OR FMC ORRSO-3(NOTIN WET LOCATIONS) Avg Ambient Temp(F) SWITCH UL LISTED (KNIFE BLADE) BOND>"6AWG BARE COPPER WITH IRREVERSIBLE SPLICE OR Typical One: 84 o N Q EXISTING SERVICE 200 AMP CABNET O LISTED ACORN CLAMP CONNECTION TO GROUNDING ELECTRODE YP f s o CONDUCTOR OR EXISTING HOUSE UFFER For Module: For Array: Min Historical Temp(F) r9 0 >, MAIN BREAKER 200 AMPS 22 CV a Vac 38.40 =;d Isc 8.94 Amps Short Circuit Q EXISTING UFFER OR GROUNDING ELECTRODE vmp 31.40 voc 3B4 AverageTemp Adder(F}310.15(8)(21c Total For Syst Vmp 314 Average 40 2,194 AC Watts Imp 8.37 Amps Max/Free-Airiemp(F) Total For System: Total For System: Max conduit/THWN-2 Temp(F) 2.600 Watts STC 2,194 Watts PTC 124 SIGNAGE D1 PLACARD LOCATED ON DOOR OF MAIN SERVICE PANEL PER 705.10 P2 P4 00,� WARNING • PHOTOVOLTAIC • • • SHOCK . . • m�mm o v, A • = W1L � •. VOLTAGE • • • • •• • • • • d worn SOLAR • • • • l • •• • SYSTEM ARE UNGROUNDED • �.. VDC w ,ERATING CURRENT p, •• POSITION • I9 I MAX •• E • e NI OINVERTER O PLACARD LOCATED ON INTERGATED DC DISCONNECT U 'I . • • PLACARD LOCATED ON INTEGRATED DC DISCONNEC PER PER 690.36(F) Z @SERVICE PANEL 690.51 C7 Z P3 P5 w PHOTOVOLTAIC • ' ' 0 00 c-I O e0 � LID M ,DISC• OPERATIONSHOCK HAZARD W T n •,ERATING CURRENT 8.37 A GROUND • • aC m 00 OPERATING VOLTAGE r VAC • Ln • • • • • • • LID 00 UNGROUNDED • • LU w Z PLACARD LOCATED ON AC DISCONNECT PER 690.14 C 2, L.0 690.14(2)AND 690.54 PLACARD LOCATED ON FRONT OF AC DISCONNECT PER I o o a o 0 0 - 690.17 AND 690.5 I o 00 00 o c000cc P6 -i OHERE OOOOC O POWER SOURCE INVERTER OUTPUT CONNECTIOPUbb'NOT Z w Lp LLJ .J oo STICKERS LOCATED ON EXPOSED CONDUIT/RACEWAYS RELOCATE INVERTER CIRCUIT BREAKER0 ��'Lo U) G APPROX EVERY 5'&ATTURNS AND ABOVE/BELOW L.LJ NOTES: PENETRATIONS,AND AT ALL JUNCTION BOXES CC :� U PLACARD LOCATED ON MAIN SERVICE PER 690.14 C 2 AND W -Alternate power source placard(Map) shall be plastic, engraved in a contrasting color to the plaque. 52 690.54 � c) This plaque will be attached by pop rivets or screws or other approved method. Durable adhesive WARNING: THIS SERVICE ALS• , Q LO materials must be suitable for the environment. If exposed to sunlight, it shall be LIV resistant. BY A PHOTOVOLATIC0 -All plaques and signage req. by 2013 NEC will be installed as req. STICKER LOCATED NEXT TO POC CIRCUIT BREAKER INSIDE Signage and Labeling Specifications shall be: MAIN SERVICE PANEL 690.14(2) -Red background with white lettering for caution signage. U -3/8" letter heights ° E -All capital letters Y O > -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. PV: 1.6 (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) I . 1 Sunrnodule, Pro-Series . ' Sunmodule Pro-Series SW 260 POLY (33mm frame) SW 260 POLY (33mm frame) REALVALUE PERFORRIANCEUNDER STANDARD TEST CONDMONS(VC)' PERFORAI6NCEATS00'iYim1,N0CT-AM1.5 ,W.rhnsm pnixv PI. IfiD Wp A1arlm¢m power _ P. 7924 wp opvn r1fCJr2v&.'GYe V_ 384V ap®dyorrtra4oq¢ i------ V. as 6 V t 314Y TUJ P[•Mercrn[rDllzd: __-- --- -- � M¢stmumpaxapnnr>•d!Iry c' v�- swr7nsum stv a'�rokoya t 2gsv Lo AKst mea-uringtrlerance In Industry - . . .. ..._ 55ortikoikanauo<� I __- 723A ShartcYarcarnra[t I 994A - _• .. _ _.._ .-___ Abxhoum awr aM a'rent I 676A Muhraampowerpa'nt circa! I E.____ _R,3TA .- __p -____.__ 3..___ I AbdlM..... --- ---- u -_-- DA% Minor mdurtkn In Wkiar" unGr Wrltat lmdeendtlonsatnt-at nn" tons -- ff2x1¢renostcamrlmtypaoowlmAls�mtrro-f. •sTG io?i slfit 25Y,AM75 --—__-- Every�mpcnentls tested tDmeet IlNaasudngtopranalR..}tn[samo-toTlNeraiNand:./-2%{rwp�wrcrntmreq. COMPONENTMATERUIiS 3 times l EC requirements THEMALCIIARACTERISTICS teNspcv modi�z_ 60 J Csr7typQ Pdycrystalllne MDCT _—46T [eAdlsrrm siow. GA In x 6141n Q36rrmx 1%mm) nasiTaJ'c - — — wit: - FMW Ttrrpered glagiev T2Tsol ! -- 0esl , ed to withstand hear ( - -n4i t4'e Nmaa tlatranodsed aiumtrurn D 1 TCPaaa yy 3971bs sv �iR-. _ accumulattonsoisnoandKz p�gaypU� �tpQp}y�Q .lo'eeoes'e - - � J SYSTEM INTEGRATION PARAMETERS iDoowJma — - - _-_ hftomumry rzd ot�ge Sr N/NEC 1D00 3_ $tlrimikt nIE pin5: Maestm¢rm Raerse nlfent _ —_ R=5nh'e F?rf[•rm3nr_tolerance wmLsnfbypassdwdo n3 i'clownwdr6 aewyr,madr _•oNh ° 64.F..fup_ard .. Destgm tamtts` :6taeroll system T7Qcnfdawnwz7eo � WDTNJm• FuR pxn �8�sfdaNnw+•A 25 25-yEarllnearperformanceaarranty awgneoods' Tdjlie[damg 41pfupNrd yea, and10 rcductstarran 7O0w�n -- '�ear P ty � •nwseraartotra3drmodW lratillatbnirrkol'mMdteM dafalls B[Jdatatl with 700 __ _ tlrasrlos�asR. vr , l , n I - modd..1o.M V. ADDITIDN4tQATA �_ Pawrsatlrg' ti Wp J rs wp ,�.• elas;with antl-mflectivacoating sT$ly /.&W IFds — — Abdrle lands PV•Hire per lIL4U=with H4 mnned¢t1 (ID&ES) 4a-6 Jb ktype(UL❑na4 7.2 I t.'lo.26 l6E) tales _____ - Lors'IrcntemperedwRh ARC [main]wodd-dass quality ��rr¢aas Fully-automated production lines and seamless monitoringof the process and mat aE ;y y a r O �035tut c L_ I ¢ainl •CampatlNe•w'Ith L'Mh TcyChn'n' rialensurethequalitythatthemmpanysetsas its bench mark for itssites worldwide. — npya o and ruttcm nunungmethodz . UL 1703 �LGSdarftrld Plus-Sorting -4l oundmgalong the Plus-Sating guarantees highest system efficiency.SolarWodd only delivusmodules c -n3dull¢rnheexthalengariSe. e 1 E I G moduleln the elrfended8arge. that have greater than crequal to the nameplate rated power. �tr)Y,il•tl•1••W � I N Q lSyearlmear performance gL[aranteeartj extension efpnadr_t'xarramytol0}ears „• �, j Sclafflorld guarantees a maximum performancedigressicrt ofO.F p.a.in the course f of 25 years, a significant added Value compared to the two-phase warranties ccm- I mon i n the industry.along with our industry-first 10-}ear prat u[twarranh,..' 'In=udancewtth the apf11r4Ne sdamork!urnmed warranty at purchu , 0035(9rj w"4oLwvecrWoamA""nty I 1T32 t 17uoRry ma'M.l+s —'�4 PSI ,lutr ra 1.30 E33) solarworld.oDm I Atuntlspmridad III lmpanal.slunn5PMkiRdh renttmscx Sour'N[ru AQ rassrws9r.dgte to mate spactntason ctserW w+umutnotka. sw-0-714zusG al-lots _ FRONIUS GALVO 3.1-1 EFFICIENCY CURVE FRONIUS GALVO 3.1-1 TEMPERATURE DERATING Perfect 4Vlding;SOIaT Er•erZy Perfect C1~arging !` t,aea T m SHIMNC, THE. LI'MM r 96 - - - - - FRONIUS GALVO !, The future-proof 1n.Verier for small self-COnsumptiOn svitems. - AZ 1 '• U96 - 45 so LPN � 4 0.1 as oa GA es a,h a7 4.a as t i:e " 'd a , , �:ej Kc N1AVu. r:Na Vu I STANDAH0159M OJ1TPUFP417ER q:fP�J ■Yes vQ !l9DYrc aJill Vrc AMBIENT 7EMPERATURY VC] r 3n.pCixlx jlsl•II=vc:=mn rinvar.led a.t. rtmnt rod 6a12 - „ TECHNICAL DATA FRONIUS GALVO Ir.hulLgg .erit�vic ez.murtuLLn Itmdt EFRQEMCY GALVO 5.5-1 GAlY6 ZO-f GALVO 2.4-7 GALVO 3.4411 GALVO 3.117 - M. r1Erlr=cr ns a I J Ys>': Y.1 L Ltc pm rl6rLccy lril:l:l ga15`: r.L F: I - .J•.. adG�XO.d.t35••. k tlnl.- rnYl :: IIhJ h _•Li`.w 471th power categories ranging from IS to 3.1 kW, the Pronius Galvro is perfect for households - and is especially b !l3>. 11.E 1sRYr 9R-4< suitable for self-consumption systems. The integrated energy management relay all the self-consumption .lt.+ rari :a ,.o;YJd;Y,.s1. X; component o ie maximised. A host of other smart features make the Fronius Galvo one of the most future-proof dxs cP.rr7 wsx 9a}J9s t;vs[a wort slY,dti K�J f# F q.l p_•.f.ni' '�' 2 H.J 1J 91nt•JS.tS 11.X 11 '99d". 'N.l Y1Xi i56ti inverters in its class: for example,the integrated dataloong,the simple connection to the inlernet by Wl rLTIr or the arss zt nalus.� asxl. Ysa1 Jdni Ys» ,suJ t I s'" qa) arty '.4.. J .. ... 'JJ.b;'159l YS.dS .1 A,b6r9tiA•. 'll SA, S-i n!-. p€ugi card technology for retrofitting additional .functions- atarls n u.4�usa yssx t3ofasiru 3t o alss3ti rl al 200-.P.rr tr9a a' MI•I•ai�ptacn elFrlrvey TECHNICAL DATA FRONIUS GALVO PROTECTION DEVILS CIYLY87.S-i GALVO Ztf-7 GALY02S-1 GALVO',9-7'I GALJn 3.1-7 IIkVf DATA GALVO 1.5-7 6AOfD 2.04 6A11I0 23-1 GALVO 3.9-ill GALVO 1.14 t+L.,ng'.hmdmvn(4.pne3v-c r,nmmr/. WPI.I Run-ds?k 'I"n 1w:.-.-.I.•^n maunramrun ]9-1.A IihA IdA.S :'Ja 1, 1.1n nl.vlaad f+haeln: 11E.vtingldN.trd;rm�cllm.Mmn , ur-rA.l:r„ol y1DA 1D.RA +"•+ 2J}V .iL• 710,t Ix:r�.rrnn<:mr Induisj „ • , 1. ,hat esnrY mu,uz6 �J$ .,Input rll.gn 111, •Y itoV yav t�Y INT€HFAC€s Gu.Y41.5.7 GALVO ZI7.1 GALVO 2.54 GALVO l;11-111 F/'LIM 3.1-7 . 4 Exaur.rm:113ilpfUd..el nncv - lrmiuulln Irdl IIJd.1 3tIv irrnim xla:arhM .LutCP x•-Ypec:mrtw IuhY:rl9:Jlil w n N .[^ 'iwv wIA`.rtlhun.t-.W 1' - SGs.Ju>ylwlEq.Ilaa...l n ma4 dtIPb4 tnpXgl-"- L:rtns:'Ic r'rpl.mnhdr Kr r b•r' v�_L��,,e.,� I,. :: i• � I14v1:vGZ1 r rslai i UgN tluhci.v ><b 5!n•m ann.;l.':. I bbM rh.xJrn' Eel• •• vFMPF lrati... +tea hs.JJ221111J9a�rr]" _ 14r.-..Y•=tlrf_ tinvrriU nerve:nzns :1 L'mn•1 cure-e t Hatlnc xl.Y<ulprnl Y bguu.limgcmpuun a GALVO GA1Y -1 GM1LY0 6AV03l-1 C4 4Jna ma nhrs liar to lmrrcrr Input I. GALVO 1. -t PatB icn,, OUTPUT DATA m+=tcllrgr p:ntar 5 A�vrmdnulp':It•,,,! J.prn+',+ }.IDp VA 'U 1Alm.rul.Ele In ih.11ylvt Vnrlan Ye:u, I::r:+l+'� J '•A �:vA "M-.r1alL fremeaeNx uh.r.:lYNa apldls..pplq. r'Auud.i LyR,= i• E.fc Pi1 P°"ti ;.1 X A t'_`.l furdw InE maum.xyar3y ih.aralL4.i-ry.f 16e Im+ra.in T-v.ermr�yr+n E.Fnur+t ai r+^wirueivarmn. SA X:1. IIDA 4 Pda nvnaniT(Yn0.7FraR`I I-II(k 2711 V 1.1 - F f. ` ?n-gnr-sy Ifr+rtunY nn�l =U i1z)AX 4z j41f_ dt Itzj b` '.ondlwln-nc3'+fmX:a Ja4 j Pa-F.InI',Y.Jdin sear E n.rf.vE C6. e Y.+vn rrn:r Ir:e 9..1 WE HAVE THREE DIVISIONS AND ONE lA5316N: SHIFTING iN@ LIMITS OF POSSIBILITY. � GALVO 1.5-1 GALVO 2.04 GALVO 2.5.1 GALY4 3.0411 GALVO 3.1-1 i+yh�„�.�12i:.A earskralars} p6xe+•ak�iw m 6uau.ry n]-�rrinC 1oS�_vvz r�aal i.elaa:lr e.6z+ad:to hs e6 GENERAL 016Aa izmn�:tiers I.ad.r.u Lln ern-u-.d y u5 r as:z J114 mm Lm man lleeCty zeru:3 z:iplhl S.LKIE7.rupLe,+..sw:)•i+vida w.. ofvnr 1,OM artd p. . mtti..A16.vt6n Erns... a 7Rif th.lii � *� tat Fs 7dB� ,,.•,la;•eira.*v.aenvr.+.en Irapa and 6e•Ada lust e.v+i+a a}'.+'n'.dvo.-7'r,.ra.vaJs.:bl.ua.of our r..>.u=•x fezmr tiv aa.i.ae'evr wzaw.t.paliq: Urzr«rE:nlnylcn t fauv � C lv prilm d.x 1`,ru3..r`_-.rvr=rWm.hat all Frnnine-yvd�Iravd n,rLkha'-.a'+np.rm.n.ni:wg:eercebe++.rro lv vvn�.in.niu..rem ba w.mlaa vi cx+.iap.ntrrv::ItK:i Ay= !W D wgd.Fitne,zmaurrQlR� JU lr.nefsnnr _ Imrtr a:opt - o Cadiq Rqu6Na ak maYoR _ Indaa and mtasr nlaW4-^^ Frvnim JLa.- '• 11L Fton.m VA L.iaail.d F. [nE.mativuat Gm6H A lnulatirn as-, a• .. pcn-atr t imiMd "' _ :,"�-+?U'Y. GAT na 97:,t`Iav6aa+radi SQ92IJ<-ubroE r7rv. \Lidatvrs Fast.]izogrtan ytld0 l°•L7�1 l+Int'Inu tmSXv.Xnal� J lv I:AI`+ £`a-xl1.e 6iatiel T.11Jazrs.ain.V5G n.Opa .lti7tno.T.aptee.,NW10 O51D $ f rrntne3 haai=--v G'.n;�Y c• Unibd}�og2nm 3.39]mt'to++.vlzl.d;xuluicl.d+'°Iiq.r'^P) Paara.4lO303 i+ssatrvua iva.En. L. YILo cl:a re3andzry rrrw rm Irr 4n 4nei• It mmr 1rL1:a pv-aalaf.ue4.1v:91tvniu..vv.n a'.^.alaru):IGto�_s-� F^-aal - 1i-eru.-v..nn:u ��� Sn.u.>srlronl nnc+tl{an10 nm• 14rrnt rvrr+r-.Fret-ivannm..0 n+� -}r s�.+a.wa:l vr.f c iur.avm d pv-.alasial2iara`beeeru.xrn ^� OY2rI_'YKJI.At E,IOG[l,-'1 t1,N a! J'RA%t 5-h.tt l.',UIH ll'E t;llf. iA ,1'LR.4:h t:115, 9z1�,•� ;�..in cicHrc.lu.a. .xmp1,•^vallh a.rrs=. IELd21uY1t-2,IfL't).1.6.IEcdt..i,iS1L e:>-1Y4 E2-'tl M.}N 4NYy^^.Sl,lSY,±lAS N1f X1..aa.F.L ilr sun'nx.IMn Shri mtry._.atp}r. a[U�e{to tY.[:6k1�-1. Es11x ermm.l:.,.xprdag tL a.Yla}div:f t!u cwtrrs murrss®umrycmhe fvr..d.l rrrrw trmEurlmu. L.-R • �! If'NFt I TS ��� U , y I RA I 1 smmowl '„ 11 J AHILTICRMIRCOMMV ( • Lv/ OPTIMIZED COMPONENTS • ` 1 , INTEGRATED BONDING & PRE-ASSEMBLED PARTS ' ' � t • - i i • i • i r'nnlnonertt are Ore-asxrraded ana gin-&'d to raduce PutalidtiOn 511J5 * i ► ! 1. 1 0 1 - '+ 1 1 •. <rAaaye 4Ttxrr time:our haw gmurdng s ham"prarrw eLf inatassc9m ��-\ ^ INTEGRATED BONDING - ,Nm acrd gratarufinq strarr, or hcnding rompers tO redltce cans. Udltae tha L MIDCLAMP ml[TalnYerter TauYYiietu Nimnylttarjl,'iThICf110 tpr'afl 3f,.•ft+tsCatlatlan i - 1 - • i � � .! i i VERSATILITY ONE PRODUCT - MANY APPLICATIONS Qulmly w. module:ll� to the rucr ui at s denied ttt rot,z Change gviautt Br4cUtbn m portrait or ionrs.:ape eYhile xarriq a lame harlet} rp kamga INTEGRATED BONDING j mcriaiacmFlar,tartivpd Lca'reppdOtBn rOois.iU4ilYTRIAmAi.cloararN Fork SPLICE BAR i y anodlacc firsrrttes:a autperirmn.yVw wuyxf;ttnanealanV aesosrda asprapora. �' r AVAILABILITY ` NATIONWIDE NETWORM IA mainmm the lagesi nefwark of tsrxl:og di5trbJIG35-fpr our roc IN r INTEGRATED BONDING .••.•. .dubon_ our parfras Fave ds6rqulfhld rhea Wyal of Cdrtamcr sappor_ 8 L-FOOT W/T-BOLT •..• J.•••• 2ksu kitY.nTd wefg;l gdrue,rrteletN[royiding,tt-p hlgg4-A S l of s•_r to ••• • ••'••• �ssifUnhdcorcduOb CUd1lt4)n0urpam%m for faz4 andamuree dEbwnyto rznet your project nbjattivts.YeY,umra:,tamrora lie ofecrieurnrs. • • • • : i AUTOMATED DESIGN TOOT . . y"' ..... DESIGN PLATFORM AT YOUR SERVICE INTEGRATED BONDING H Creatiry a biU Or r'ia[erlalt Is Its a to-w cU_.a ❑way win U-Bpilder, a MICROINVERTER MOUNT 1 - - - ••'+•�- - power ILA GOV1e toN That atroamlincs inc preens of deslipling a woe W1 VARE MANAGEMENT - '• _hmlxianl sa'ar rmuntln.7 YoWrn.Save time by creating a asm PrcfilE.and '- -eretl Ptefertnte5 Rod projects amomarically whan yea LCCJ Ott. YOU Q-11 enjoy fife abiltly l0 5llaro VraJltis with caJttamar ;ttr!e't nc need to�ritd 7CSUL:wd.�erd to a 051rlwtw j4%(tick ane:hart UNIRAC CUSTOMER SERVICE MEANS THE HIGHEST LEVEL OF PRODUCT SUPPORT �:: : i UN#1ATt.wo CF3T1i IED EN01NURIN£ 3ANKAOU I DE54GH PERMIT EXPERIENCE QUALITY EXGeLLLucli WAIRRANTY TGo_; ia[]CUMi N?AIit141� I NICAL SUPPORT CERTIRM QUALITY PROVIDER BANKABLE WARRANTY irx,S tMww suPPon Warn it dadiomd Unlrae i the only Fv mmmtmp yendnr with 15n As a H .i. .-romp Laawwtny,Ur�r ha trio hnrt ji L td anec�tirini ques[lare h accidre;sing la'ras m-cr`l=siinrrs far 40111: 6, 14WI A04 and -qrrngth to to . wr promts anc reoiv-your rgk in leaf Lim+ 641 oulrre library 01 J"i.mrnts OHW, t8CA1'7m7, which meam Nr d-11•er Nee oea[e of rrind krowN. yw are rrwylr»} U&ng .Mginee-�lq !eport5. statrvea irtier5 tha n.3r ,c. ;umlam fir fn,form,&-e fi nwt ptWutu A eggrJurvl gaahry. SOt\{L LJKF sr! txmicEt data thegls ufl:nt r•mpldios That¢:artifiolians cdenorsaate orr e.ce:lemce i5 trwerwd by a l.q-yaa+ Irmitad praduct I MOUNT :, un pe"rmrd and prom:[ Nanning process and cony ."ant to first cats bwne peacircj t arram aM a 5-54� urri2C RR5n Yra'rs w PROTECT YOUR REPUTATION WITH OVAtITY RACKING SOLUTIONS BACKED BY ENGINEERING E'%CEILENCE AND A SUPERIOR SOPPLY CHAIN g 1. a BONDING SPLICE BAR g-16x-TSOLT g-16 _ - - FLANGE NUT 1Z L FOOT 16 4 k— 2. 2 SOLARMOUNT STANDARD ON L-FOOT e ocoo 0 � 000a 0000cn� 0 0 00 00 #12X SELF DRILLING 55 SCREWS INCLUDED C O O V TYPICAL SPLICE BAR DETAIL MINIMUM HEIGHT MAXIMUM HEIGHT c o0000 0 . o0 ZI c °oonOo III- SOLARMOUNT HD ON L-FOOT °0000c c o 0 0 qq o0 0 TYPICAL EXPANSION JOINT DETAIL NOTE THAT ONLY SIONJOINT- $ USED AT AN EXPANSION JOINT THE SPLICE BAR DOES NOT BOND ACR055 AN EXPANSION JOINT_ f , MINIMUM HEIGHT MAXIMUM HEIGHT ---------------------- 7�U I�I RAC' PRODUCT LRE. (SOLARMOI.rNT DRAWING NOT TO SCALE ■■ I I FR`I R PRDOIILT LINE SOLARMoIJNT DRAWING NOT TO SCALE _. __ _...___ _ --- - ALL DIMENSIONS ARE NOMINAL �N.E V k � I RAC -. _ ___ _ . --__- .____—_ ALL DIMENSIONS ARE NOMINAL � r,xuTi i.fil vCnWrxyr DRAWINGTYPE PART&ASSEMBLY 0 x nnil 4W1�.�C�aNhrr DRAWINGTVPE PART&ASSEMBLY 1411 BROADWAY BLVD NE CCI 14LI BROADWAY BLVD NE ALRUQUERQUE,NM 87102 USA PRODUCT PROTECTED BY ONE OR MORE G ALBUQUERQUE,NM 87102 USA DE56UFPDTt L-FOOT PRODUCT PROTECTED BY ONE DR MORE L BONDING SPLICE BARDESCRIPTION: US PATENTS in US PATENTS � WWW_UNIRAC.CUP9 WWW.UNIRAC_CO 1 REVISION DATE: SEPT 2014 REI�IONDATE SEPT 2014 LEGAL NOTICE SHEET LE(ALNOTiCE SHEET BONDING SM MID CLAMP BONDING SM END CLAMP i 04 T 3 . 12 116 116 15. B J 114—S B CLAMP 30mm to 32mm Module Thickness C CLAMP D CLAMP w. 15. 34mm to 36mm Module Thickness 16 (118'to i26') 38mm to 40mm Module Thickness T (1.34'to 1.42� T( (1.50'to 1571 VARIES-REFER TO SHEET SM-PO4 �I 4 t 116 1$. 16 K CLAMP END CLAMP F CLAMP 39mm to 4im.n Module T hi�kxess E CLAMP 45mm to 47mm Module Thidmess (1-;4'to 1_61') 50mm to 52mm Module Thickness (1J7'to 1.851 (1.97'to 2.051 MID CLAMP 12 I 6•- — ;0 TYPICAL END CLAMP DETAILS '� PRODUCT LINE' SOLARMOUNT DRAINING NOT TO SCALE ■B PRODUCT LINE: SOLAR1'IOUNT DRAINING NOT TO SCALE UNIRAC >. UNIRAC - ALL DIMENSIONS ARE NOMINAL ALL DIMENSIONS ARE NOMINAL d DRAWING TYPE' PART d.ASSEMBLY a tint s,iv.cnns.w DRAWING TYPE' PART 14116ROADWAY BLYD NE --- - - - - - - - - 1411 BROADWAY BLVD NE - - - AUUQUERQUE,NM 87102 USA DESCRIPTION: BONDING TOP CLAMPS PRODUCT PROTECTED BY ONE ALBUQUERQUE,NMB7102 USA N DESCRIPTION: END CLAMPS PRODUCT PROTECTED BY ONE N WWW.UNIRACCDM WWW_UNIRAC.COM OR MORE US PATENTS OR MORE US PATENTS REVISION DATE: SEPT 2024 LEGAL NOTICE SHEET REVISION DATE: AUGUST 2014 LEGAL NOTICE SHEET J . . • . . . . UNIRAC . • . . . . :il ' UNII:'I,,A` SolarMount Mid Clamp Part No.302101C,3021011),302103C,3021041), SolarMount Technical Datasheet 302105D,302106D \- Bolt Mid clamp material:One of the following extruded aluminum Pub 110818-ltd V1.0August 2011 a Mid '� la a Nu alloys:6005-T5,6105-T5,6061-T6 Clamp Ultimate tensile: 38ksi,Yield: 35 ksi SolarMount Module Connection Hardware.................................................................. 1 `� Finish: Clear or Dark Anodized Bottom U Module Clip 1 Mid clamp weight:0.050 Ibs(23g) P .........•..............•••••••••-••••-•"............•••••••••••••••"'•'•"""............•••••• - Allowable and design loads are valid when components are Mid Clamp....................................................................................................................2 assembled according to authorized UNIRAC documents End Clamp....................................................................................................................2 Values represent the allowable and design load capacity of a single SolarMount Beam Connection Hardware......................................................................3 mid clamp assembly when used with a SolarMount series beam to L-Foot...........................................................................................................................3 retain a module in the direction indicated SolarMount Beams............. Assemble mid clamp with one Unirac 1/4%20 T-bolt and one'/."-20 4 ASTM F594 serrated flange nut Beam \ . Use anti-seize and tighten to 10 ft-Ibs 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]AS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1.00 DISTRIa - - Direction Ultimate Load Factor, Load Factor, SolarMount Module Connection Hardware ms (N) Ibs(N) Fs Ius(S4) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 SolarMount Bottom Up Module Clip Transverse,Z± 520(2313) 229(1017) 2:27 346(1522i) O:E55 Part No. 302000C Sliding,X± 1194(5312) 490 (2179) 2.44 741 (3295) 0'.620 Washer Bottom Up Clip material: One of the following extruded aluminum W X ' ` ` Bottom Nut (hidden..see alloys:6005-T5,6105-T5,6061-T6 Dimensonsspadfedininchesunlessnoted ° °°°°°° Up Clip nofa _ Ultimate tensile: 38ksi,Yield:35ksi SolarMount End Clamp • Finish: ClearAnodized Part No.302001C,302002C,302002D,302003C, o° • Bottom Up Clip weight:-0.031 Ibs (14g) 302003D,302004C,302004D,302005C, 302005D, o° Bolt Allowable and design loads are valid when components are 3020o6C,302006D,302007D,302008C,3020080, Beam i assembled with SolarMount series beams according to authorized 302009C,302009D,302010C,302011C,302012C End clamp material:One of the following extrude]&luminuril UNIRAC documents alloys:6005-T5,6105-T5,6061-T6 Assemble with one ''/,"-20 ASTM F593 bolt, one'/,"-20 ASTM F594 It Ultimate tensile:38ksi,Yield: 35 ksi serrated flange nut,and one'/4"flat washer / Finish:Clear or Dark Anodized • Use anti-seize and tighten to 10 ft-Ibs of torque �J End clamp weight:varies based on height-0.058 Ibs(26g) Resistance factors and safety factors are determined according to End Clamp Allowable and design loads are valid when components are part 1 section 9 of the 2005 Aluminum Design Manual and third- Serrated assembled according to authorized UNIRAC documents party test results from an AS accredited laboratory Flange Nut Values represent the allowable and design load capacity of a single Module edge must be fully supported by the beam end clamp assembly when used with a SolarMount series beam to * NOTE ON WASHER: Install washer on bolt head side of assembly. retain a module in the direction indicated DO NOT install washer under serrated flange nut Assemble with one Unirac /. 20 T-bolt and one /, 20 ASTM F594 serrated flange nut Be Use anti-seize and tighten to 10 ft-Ibs of torque Applied Load Average Allowable Safety Design Resistance Resistance factors and safety factors are determined according to Direction Ultimate Load Factor, Load Factor, part 1 section 9 of the 2005 Aluminum Design Manual and third- 4 Ibs(N) Ibs(N) FS Ibs(N) 4) y art test results from an IAS accredited laboratory rvl'''- �z, � party rY Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 . Modules must be installed at least 1.5 in from either end of a beam Y Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 X A - - iw - rs Applied Load Average Allowable Safety Design Resistance WX Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 "u:w"- Direction Ultimate Load Factor, Loads Factor, Ibs(N) Ibs IN) FS Ibs(N) m sn, Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 Dimensions specified in inches unless noted rcc•.as Transverse,Zt 63(279) 14(61) 4.58 21 (92) 0.330 Dimensions specified in inches unless noted Sliding,X± 142(630) 1 52(231) 2.72 79(349) 0.555 a . . • Technical . , , :E° UNIRAC . • , . , , :?UNIRAC A)11111 GP.i IJP COMMY 4 MITI rt:rvT i'�'4"h SolarMount Beam Connection Hardware SolarMount Beams SolarMount L-Foot Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D Part No. 304000C, 304000D 310208C, 310208C-B,310240C, 310240C-B, 310240D, • L-Foot material:One of the following extruded aluminum alloys:6005- 410144M, 410168M, 410204M, 410240M 'r T5,6105-T5,6061-T6 Ultimate tensile: 38ksi,Yield: 35 ksi i Finish: Clear or Dark Anodized Properties Units SolarMount SolarMount HD i L-Foot weight:varies based on height:—0.215 Ibs(98g) Allowable and design loads are valid when components are Beam Height in 2.5 3.0 Bea assembled with SclarMount series beams according to authorized Bolt UNIRAC documents Approximate Weight(per linear it) plf 0.811 1.271 L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 3/e%l6 hex head screw and one Total Cross Sectional Area in' 0.676 1.059 errated ASTM F594%"serrated flange nut Flange Nu \ ._ • Use anti-seize and tighten to 30 ft-Ibs of torque Section Modulus(X-Axis) in 0.353 0.898 Resistance factors and safety factors are determined according to part 1 section 9 of the 2005Aluminum Design Manual and third-party test Section Modulus(Y-Axis) in 0.113 0.221 y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be Moment of Inertia(X-Axis) in` 0.464 1.450 X sure to check load limits for standoff, lag screw,or other attachment method Moment of inertia(YAxis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Applied Load Average Safety Design Resistance « x sor ron Direction Ultimate Allowable Load Factor, Load Factor, Radius of Gyration(Y-Axis) in 0.254 0.502 Ibs(N) Ibs(N) FS Ibs(N) m zm _ Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 •`• ' " " Dimensions specified in inci unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 1 0.664 .... SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1'7z8� Y4"HEX HEAD SCREW rL n7 1/a"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP I 3.000 1.316 SLOT FOR 85 HEX BOLT SLOT FOR 1.3 HEX BOLT 387 750 1.207 Y Y 1.875 A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specked in inches unless noted © a FIGURE I R!AT Tjj_R ROOF ROOK(P R� T NFTF�R061 reBT FLAT TILE ROOF HOOK(PART 9MZMO) PROJECT MSS�WEE lE2 PROJECT NUMBER 112448C An --4 !_nn 10 / �t ?heel_Compmsao¢Test Photo..Cc=rmssic¢Ta--t Closo--? zooy = --tall "P - Y ; � � - - ono 0 00 on y _yam °oo onoaoo FLAT TILE ROOF HOOK(PART iFi'Rg90) cool o0000 j J TYPICAL BRACKET BENDING AT MANM U!ti LOAD ` < n a n °n n n 00 Photo 3.Tousla Test Photo 4.Tonsil*Toot Clmo 4 PROJECT N nMER 112448C o a / onaoo � 15 peon F i Pap7ofi 5 f,� �a FTRH90 aw �. Page 6 of 8 PfF UED MTEM98 A VAIMVkMe, l0o, >«ti TABLE II TENSILE (UPLIFT)LOAD TEST RESULTS TABLE I FLAT TILE ROOF HOOK(PART AFTRH90) COMPRESSIGE LOAD TEST RESULTS PROJECT NUMBER 112448C FLAT TILE ROOF HOOK(PART#FTRH90 PROJECT NUMBER 112448C ALA miUAi MAMiUM FAILURE SAMPLE ID TENSILE DEFLECTION MODE LOAD (lbf) (in.) MAXM U MAN4iUAi FAILURE FTT-1 - - —- 230 _ -- 3.7 Bent Hook SAMPLE ID COMPRESSIVE DEFLECTION MODE Bent Ho LOAD (1bf) (in.) 17T-2 200 3.3 ok - FTC-1 135 2.2 Bent Hook FTT-3 179 2.9 Beut Hook FTC-2 141 2.2 Bent Hook AVERAGE 203 3.3 ea° ° o FTC-3 146 2.2 Bent Hook AVERAGE 141 23 (' O°O° 0°°°0 ° O . o0000 < coo • oonoco 0 0 ooaa o000 0 0 00 0 Page 4 of 8 ° f�llGf fe3b 11=[l:J fi Fp8f1 �? , ia}E Page 3 of 8 AMUEb WATMAIS 4 Z'PQmPfi-G-A:Wz, iW— AMIME 9tl0 41`-t Street Tel: (5f.0) 42"190 Dskiand, CA 94608 FAX (510) 420.8166 Mr. Rick Gentry Project Number 111-448C e-mail: Info@appmateng.com QUICK5CREWS INTEIZNAHONAL Spanish Tile Adjustable Rixtf Hook Juh• 25.2012 July 25, 2012 Test setup and typical bracket bending at ntaxitnum load are provided in .Appendix A. Based on the above testing,the average maximum tensile load of the Spanish tile adjustable roof hook attached to a r-Rick Gentry Project Number 112448C 1"x4" Douglas Fir rafter using#12 Quickscrcw wis determined to be 1238 M. QUIC)KSCREWS MERN_ ANAL 3.S 5830Ias PositasRoadSpecific Gravity of Wood Livermore,CA 94551 'Ilse specific gravity and moisture content of the lumber(rut-ter) were tested in accordance with AST 4t D2395, Method A torch-dn-1 and %vas det€trrhtcd to be 0,457 and 12.9`.!'i.respectively. Subject: Flat Tile Roof Hook(Part¥FfRH90]Laboratory Load Test ins Dear Mr-Gentry_ If you have any questions regarding the chow,pl arse do not luaitatc to call the undersigned. As requested,Applied]Materials&FEugi'tr3rrina Inc-(AME)has completed load-testing flat file roof Respectfully Submitted, hook (see Appendix A,Figure 1).The purpose of our testing was to evaluate the tensile and compressive 0000 °°° ° load capacity of the flat the roof hook attached to a 2"x4" Douglas Fir rafter using 412 Quickscrew APPLIED MATERIALS & ENGINEERING. INC:. Reviewed By: 10. ° .0000 ° c (5?16"Ox3"LT17302SS)- - °° °°°°°° O O O SAWLE DE SCRD'TIUN Mockup samples were delivered to our laboratory on.Tul fi 2012-Mocks configuration of o t�t?ts siy4z Arme?� Tai;rlar„ Ph.[), V.17. Y l.alxsratory t<fanxgcr Prinei0:tl ! three 16"long rafters at 7"o.c-,screwed to 1 2"OSB sheathing-The flat tile roof hook is attached ` essl S 10 through the OSB into the rafter with two fasteners- tic�Hf TA J,o�% �eR, 't ' TEST PROCEDURES&RESULTS 4 So.3s5MU5� n Fri w r, V m 1. Compressive Load Test * tVts :y k .gt q'13 A total of three bests were conducted for compressive load capacity on July 9,2012 using a United 'rF ��vtt t;4 sr4r crvv4 {9 Universal testing machine. Samples were rigidly attached to the testing machine and a compressive load was applied to the hook- The samples were loaded in compression at a constant rate of axial deformation of 0-09 in. +min.adthout shock until the bracket was in contact with the OSB sheathing; maximum deflection at maximum, load was recorded.Detailed results are provided in Table L Test setup and typical bracket bending at maximum load are provided in Appendix A- Based on the above testing, the average maximum.m.compression load of the flat the roof hook attached to a 2"x4"Douglas Fir rafter using#12 Quickscrew was determined to be 1411b£ 2. Tensile Load Test A total of three test v 6 ere conducted for tensile load capacity on July 9,2012 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a tensile load was applied to the hook.The samples were loaded in tension at a constant rate of axial deformation of 0.09 in. +min. without shock until the bracket was bent and the bolt began to pull-out;maximum deflection at maximum load was recorded-Detailed results are provided in Table IT Page 3 of 8I lIFilb#:68 !lft"sfKsS:;$? , iw�. Page 1 of 3 a. ' irzlal t .-ti .;l.�a. i.�ymalfll:Fa:ii�; oYcti�. Flat Tile Roof Hook W 90 ° For Side Mount Rails Type 304 Stainless Steel Part _ VM Screws January 23,2014 FTRH9038S 14 20 honks Yes-40; 04 x_3' FTRH9038814-1 1 Hook Ypa-2;#14 x 3' To whom this may concern, FTRH9038 20 Hooks No FTRH9638-1 1 Hook No SofarRoofHook-corn is committed to excellence.All of our parts were tested by a third party test facility for the following. 1. Uplifttest 2. Downward load test 3. Water Proof-QuickBOLT only 1 AME Research facility had a current engineer license per the State of California in 2012 and 2013- Ter apin Testing had a current engineer license per the State of Ca6iomia in 21111. r r The following is an excerpt from: Coco, ` cnoo oaoae, 000000 r CALIFORNIA BOARD FOR PROFESSIONAL ENGINEERS AND LAND S'r EYORS. g u i d e to Engineering & Land Surveying for City and County Olfr ialz ' Page 12, Line 27 coo„ - �o 0 = ,00 Coco. C, Coco, 10min Rail Slot for , 3M-W or 541& Bolts 27 if the license has expired between the time the engineering documents were ° ° ,coo ' prepared and the time when the local agency's review is performed,do the ° OCO00 ' documents need to be re-sealed by a licensee with a current license?(S&P Dude §§ .0001. 6733, 6735, 6735-3, 6735.4) 0 0 1-314' As long as the license was current at the time the engineering documents ¢1 were prepared, the documents do not need to be re-sealed prior to review by rZ the local agency-However, any changes(updates or modifications) to the documents that are made Following the review by the local agency would 5 718" have to be prepared by a licensed engineer with a current license and those 7" changes would have to be signed and sealed. We trust ifs,information provided will alleviate any request for the test reports submitted to have a stamp �,sue• from the current year_ i-ii2° Respectfully. Ym itraneis -- �f -- "F Rick Gentry -314� 9mm Mounting — Strew Hale: for#14 or 5116 V.P-of Sales&Marketing Mounting 5830 Las Positas Rd Litrermore, CA 94551 --_— - - - Screws - Phone: (844)-V1-6045 1 Fax: (800)-689-7975 500 Las Positas Road, Livermore, California 94551 3948 Airway Drive, Rock Hill, South Carolina 29732 wumsolamoofhook.com Phone: (844}671-6045 1 Fax: (800)689-7975 1 www.solarroofhook-tom