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12090139 CITY OF CUPERTINO BUILDING PERMIT I BUILDING ADDRESS: 10705 TRESSLER CT CONTRACTOR:GREEN POWER PERMIT NO:12090139 INSTALLERS,INC OWNER'S NAME: PEDDADA TARAKAM AND SUHASINI TRUS 3404 SOUTH CT DATE ISSUED:09/17/2012 i I OWNER'S PHONE: 4083933316 PALO ALTO,CA 94306 PHONE NO:(650)424-8984 LICENSED CONTRACTOR'S DECLARATION r r BUILDING PERMIT INFO: BLDG ELECT PLUMB License Class 6— Lic.# 5 r r MECH RESIDENTIAL COMMERCIAL Contractor <� Date 7 I hereby fii`m that I am licensed under the provision of Chapter 9 JOB DESCRIPTION:PHOTOVOLTAIC 16X2=32 PANELS(7.52KW) (commencing with Section 7000)of Division 3 of the Business&Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance,as provided for by Sq.Ft Floor Area: Valuation:$30000 Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. APN Number:35607078.00 Occupancy Type: APPLICANT CERTIFICATION I certify that I have read this application and state 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 representatives of this city to enter PERMIT EXPIRES IF WORK IS NOT STARTED upon the above mentioned property for inspection purposes. (We)agree to save indemnify and keep harmless the City of Cupertino against liabilities,judgments, WITHIN 180 DAYS OF PERMIT ISSUANCE OR costs,and expenses which may accrue against said City in consequence of the 180 DAXS FROM ST CALLED INSPECTION. granting of this permit. Ad 'tionally,the applicant understands and will comply with all non-p urce eg lations per the Cupertino Municipal Cod ,Section 9.18. Issued by: Date: Signature Date q 17 1/2 ❑ OWNER-BUILDER DECLARATION RE-ROOFS: All roofs shall be inspected prior to any roofing material being installed.If a roof is I hereby affirm that I am exempt from the Contractor's License Law for one of installed without first obtaining an inspection,I agree to remove all new materials for the following two reasons: inspection. I,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(Seo.7044, Signature of Applicant: Date: Business&Professions Code) I,as owner of the property,am exclusively contracting with licensed contractors to construct the project(Sec.7044,Business&Professions Code). ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER I hereby affirm under penalty of perjury one of the following three HAZARDOUS MATERIALS DISCLOSURE declarations: I have and will maintain a Certificate of Consent to self-insure for Worker's I have read the hazardous materials requirements under Chapter 6.95 of the Compensation,as provided for by Section 3700 of the Labor Code,for the California Health&Safety Code,Sections 25505,25533,and 25534. 1 will maintain performance of the work for which this permit is issued. compliance with the Cupertino Municipal Code,Chapter 9.12 and the Health& I have and will maintain Worker's Compensation Insurance,as provided for by Safety Code,Section 25532(a)should I store or handle hazardous material. Section 3700 of the Labor Code,for the performance of the work for which this Additionally,should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I will permit is issued. maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the I certify that in the performance of the work for which this permit is issued,I shall Health&Safe Code,Sections 25505,25533$and 25534. not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If,after making this certificate of exemption,I On n uU•) d 4n 4? become subject to the Worker's Compensation provisions of the Labor Code,I must / Date: Z forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LE DING AGENCY APPLICANT CERTIFICATION I hereby affirm that there is a construction lending agency for the performance of Nwrk's I certify that I have read this application and state that the above information is for which this permit is issued(Sec.3097,Civ C.) correct.I agree to comply with all city and county ordinances and state laws relating Lender's Name to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes.(We)agree to save Lender's Address indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the ARCHITECT'S DECLARATION granting of this permit.Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section I understand my plans shall be used as public records. 9.18. Licensed Professional Signature Date CITY OF CUPERTINO FEE ESTIMATOR—BUILDING DIVISION WDDRESS: 10705 tressler court DATE: 09/17/2012 REVIEWED BY: larrys PN: BP#: "VALUATION: $30,000 YPE: Building Permit PLAN CHECK TYPE: Addition j PRIMARY PENTAMATION USE: SFD or Duplex PERMIT TYPE: SOLAR-RES WORK [pjj"Itaic 16x2=32 panels SCOPE Xfc0i. Plan('beck Phwlb.Pknr Check Elee. Plan Check Allech,Permit Fee: Pltrrrrh. Permit Fee: Elec, Permit Fee: Other rllech, lisp. Other Plumb hasp. Other Eley.Insp, !Meeh.In.sp,Fee: Numb. hap. Fee: Der.Insp,Fee: NOTE:This estimate does not include fees due to other Departments(i.e.Planning,Public Works,Fire,Sanitary Sewer District,School District,eta). These ees are based on the prelitninar in ormation available and are only an estimate Contact the De t or addn'1 info. FEE ITEMS (Fee Resolution 11-053 fff. 7/1/11 FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 = # Alternative Energy System Suppl.PC Fee: Reg. OT 0.0 hrs $0.00 $219.00 IPHOTOVRES Photovoltaic System PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp.Fee:Q Reg. ® OT F0.0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: 7F $0.00 Conslolction 7as: Ac%ninisircrlive Fec: Work Without Permit? 0 Yes (j) No $0.00 Advanced Planning Fee: $0.00 Select a Non-Residential G Trurel Doctnnentolion Fees: Building or Structure Strom Motion Fee: 1BSEISMICR $3.00 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $2.00 SUBTOTALS: $5.00 $219.00 TOTAL FEE: $224.00 i Revised: 07/01/2012 12 ALTERNATIVE ENERGY PERMIT APPLICATION AV M COMMUNITY DEVELOPMENT DEPARTMENT• BUILDING DIVISION 10300 TORRE AVENUE •CUPERTINO, CA 95014-3255 AW ILF= CUPERTtNO (408)777-3228• FAX(408)777-3333•building-kupertino.org PROJECT ADDRESS 7r �e S S C 7AP 10 OWNER NAA '� �� a ��� I �� (_._ PHOq©8 3C� 3<?/G7E-MAIL (� II STREET ADDRESS $yt-rr' CITY, STATE,ZIP FAX CONTA PHONE E-MAIL STREET ADDRESS CITY,STATE, ZIP --- FAX ❑ OWNER ❑ OWNER-BUILDER ❑ OWNER AGENT ❑ CONTRACTOR ❑CONTRACTOR AGENT ❑ ARCHITECT ❑ENGINEER ❑ DEVELOPER ❑TENANT CONTRACTOR NAME , LICENSE NUMBER LICENSE TY BUS.LIC k � � �x ,?/j COMPANY NAME y,_ jC E FAX STREET ADDRESS �f r CITY,STATE, PH NE ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS.LIC t/ COMPANY NAME E-MAIL FAX STREET ADDRESS CITY,STATE,ZIP PHONE USE OF •' SFD or Duplex ❑ Multi-Family PROJECT IN SVILDLAND PROJECT IN STRUCTURE: ❑ Commercial URBAN INTERFACE AREA ❑ Yes ❑ NO FLOOD ZONE ❑ Yes ❑ NO ❑SOLAR PANELS ❑ ELECTRIC VEHICLE CHARGING STATION ❑ SOLAR WATER HEATING ❑ OTHER: FOR SOLAR PANELS: NUMBER OF PANELS/UNITS: H KILOWATTS: TOTAL VALUATION. 9 DESCRIPTION OF WORK Z RECEIVED BY• By my signature below,I certify to each of the following: I am the property owner or authorized agent to act on the property owner's behalf. I have read this application and the information I have provided is correct. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to building construction. I authorize representatives of Cupertino to enter the above-identified property for inspection purposes. Signature of ApplicandAgent: Date: SUPPLEMENTAL INFORMATION REQUIRED OFFICE USE ONLY W ❑ OVER-THE-COUNTER a E" ❑ EXPRESS L U i ❑ STANDARD zU a ❑ LARGE a ❑ MAJOR PVApp_2012.doc revised 06/20/12 h s 2012 Fr R COD h Peview y: i _-A e - ase i - Maximum energy production The Enphase Energy Microinverter P ROD L_1 C,*T I V h - Resilient to dust, debris and shading System improves energy harvest, - Performance monitoring per module increases reliability, and dramatically - System availability greater simplifies design, installation and R C L I A B L F than 99.8% - No single point of system failure management of solar power systems. The Enphase System includes the - Quick and simple design, installation SMART [ and management microinverter, the Envoy Communications - 24/7 monitoring and analysis Gateway, and Enlighten, Enphase's monitoring and analysis software. - Low voltage DC 5 A F F. - Reduced fire risk C CWS i I M215 MICROINVERTER TECHNICAL DATA Recommended input power(STC) 190-260W Maximum input DC voltage 45V Peak power tracking voltage 22V-36V Operating range 16V-36V Min./Max.start voltage 22V/45V Max.DC short circuit current 15A Max.input current 10.5A r Maximum output power 215W 215W Nominal output current 1.0A (arms at nominal duration) 0.9A(arms at nominal duration) Nominal voltage/range 208W183-229V 240V/211-264V Extended voltage/range 208W179-232V 240V/206-269V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 60,0/59.2-60,6 Hz 60.0/59.2-60.6 Hz Power Factor >0.95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles;25,2 Apeak, 1.74ms duration r CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes,reference EN50530) 99.3% Nighttime power consumption 46mW Ambient temperature range -401C to+65°C Operating temperature range(internal) ATC to+85°C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8"x 6.45"x 1.0")* Weight 1.6 kg(3.5 lbs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 *without mounting bracket i 1 - x Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547,FCC Part 15 Class B CAN/CSA-C22.2 NO.0-M91,0.4-04,and 107.1-01 Enphase Energy, Inc. 201 1 st Street Petaluma,CA 94952 Phone:877-797-4743 Fax:707-763-0784 infoC?enphascenergy.corn } hitp://www.enpliase.corn 142-00010 Rev 03 I I I a I i CS6P is robust solar module with 60solar cells. These modules can be used foron-grid solar applications.Our meticulous design and production techniques ensure ahigh-yield,long-term performance for everymodule produced.Our rigorous quality control and in-house testing facilities - W guarantee Canadian Solar'smodules meet the highest quality standards possible. Best Quality • 235 quality control points in module production Key Features • EL screening to eliminate product defects • High module efficiency up to 15.54% • Current binning toimprove system performance • Accredited Salt mist/Ammonia resistant • Positive power tolerance:0—+5W Beat Warranty Insurance • Robust frame to up to 5400 Pa load ® 25 years worldwide coverage • Anti-reflective with self-cleaning surface • 100%warranty termcoverage Providing third partybankruptcy rights • Outstanding performance at low irradiance • Non-cancellable • Immediate coverage • High energy yield at Low NOCT • Insured by world topinsurance companies Comprehensive Certificates • Racked By Our New 10/25 Linear Power Warranty IEC 61215, IEC 61730, IEC61701 ED2, UL1703, Plus ouradded 25year insurance coverage I<EMCO, CEC Listed,CE,JETand MCS 10 • ISO9001:2008:Quality Management System 971 Added Vatt1e • ISO/TS 16949:2009:The automotive quality j 90% Pro"'Warranty management system j e0% • ISO14001:2004:Standards for Environmental 0 management system 5 10 15 20 25 • QC080000 HSPM:The Certification for • 10 yearproduct warrantyon materials and workmanship Hazardous Substances Regulations •25 year linearpower output warranty • OHSAS 18001:2007 International standards for occupational health and safety Reach Compliance i (S—).GI (.fin X C C ;�9p�}m a YE t PVC - L SENT www.canadiansolar.corn i -22330/23 / f5/ Electrical data I STC CS6P-230MCS6P-235MCS6P-240MWCS6P-245MCS6P-250Wi-250M Temperature Characteristics Nominal Maximum Power(Pmax) 23OW 235W 240W OWOptimum Operating Voltage(Vmp) 29.9V 30.1V 30.2V AV Pmax -0.45%fCO timum Operating Current(Imp) 7.70A 7.82A 7.95A 2A TemperatureCoefficlent Voc -0.35%/b Open Circuit Voltage(Voc) 37,1V 37.2V 37.3V .5V Ise 0060% , Short Circuit Current(Ise) 8.22A 8.34A 8.46A 4A Normal Operating CeIlTemperatur 45t2CModule Efficiency 14.30% 14,61% 14.92% 4% Operating Temperature -40'C-+85C Performance at Low Irradiance Maximum System Voltage 1000V IEC /600V UL Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification ClassA irradiance of 1000w/m't0 200w/m' Power Tolerance 0—+5W (AM 1.5,25°C) Under Standard Test Conditions(STC)of Irradlance of to00W/me,spectrum AM 1.5 andcell temperature of25'O Engineering Drawings NOCT OSUP-230M CS6P-235M CS6P-240MZSGP-245M CS6P-250M Nominal Maximum Power(Pmax) 166W 170W 173W 177W 180W i Optimum Operating Voltage(Vmp) 27.3V 27.5V 27,5V 27.6V 27,7V Optimum Operating Current(Imp) 6.09A 6.18A 6.29A 6.40A 6.51A Open Circuit Voltage(Voc) 34.OV 34.1V 34,2V 34.3V 34.4V Short Circuit Current(Ise) 6.65A 6.75A 6.85A 6.97A 7.08A Under Normal Operating Cell Temperature,Irradlance of800 W/m',spectrum AM 1.5,ambient temperature 20'C, HIM wind speed 1 m/s Mechanical Data Cell Type Mono-crystalline 156 x156mm,2 o 3 Busbars Cell Arrangement 60(6 x10) Dimensions 1638 x 982x 40mm(64.5x 38.7 x 1.571n) Weight 19kg(41.9 lbs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J-BOX IP65,3 diodes Cable 4mm'(IEC)/12AWG(UL),1000mm Connectors MC4 or MC4 Comparable Standard Packaging(Modules per Pallet) 24pcs Module Pieces per container(40 ft.Container) 672pcs(40'HQ) I IN Curves(CS6P-250M) I =� Section A-A U171'!350 _ t 11.5 912 'Specifications Included in this datasheet are subject to change without prior notice. About Canadian Solar Canadian Solar Inc.is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of ingots,wafers,cells,solarmodules and November 2006. Canadian Solar has module manufacturing solar systems, Canadian Solar delivers solar power capacity of 2,0513W and cell manufacturing capacity of 1.3GW. products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. of - -- , .e o EN-Rev 9.50 Copydght 0 2012Canedian Soler Inc. I i re® ecc Tile Roof Hooks Installation Manual ®Attachments I ft r r For SolarMount SolarMount Light SolarMount Heavy Duty SunFrame CLICKSYS0 ` front mount-KULS80525 j Allowable Load (lbs)(2.0 Safety Factor) Downforce 292 Uplift 292 0 , Shear 332 _71) top mount-I ML580505 Ii Allowable Load (lbs)(2.0 Safety Factor) Downforce 219 uJ l Uplift 180 Shear 191 1 side mount-KML580526 Allowable Load (lbs)(2.0 Safety Factor) Downforce 292 � r'OF Uplift 292 Shear 332 0 mom EINEN U N I RAC e•e ee Bright Thinking in Solar Unirac welcomes Input concerning the accuracy and user-fiiendliness of this publication.Please write to publications@unirac.com. i I I ®IOUNIRAC• Creotecc Tile Roof Hooks i Step 1:Attach Creotecc roof hooks to the rafters •Remove or slide up the roof tile W •Position the roof hook above the roof batten(for high roof battens,lay a thin wooden board underneath if necessary) •Place retaining clamp in the middle of the underlying interlocking x tile(if necessary, use roof hooks with side retaining clamps) :f l✓ •Pre-Drill the screw holes*.(Never drill the holes vertically above each other,rather offset each hole to one side or the other) •Using an appropriate lag bolt,secure the tile hook to the Figure 1 structure(if spacer boards are used,the provided lag bolts may need to be replaced with longer ones. For proper embedment, refer to Table 2[page 3]for lag bolt pull out values). •Slide down or re-insert the tile *Self tapping screws are not standardized so please follow your local building regulations and observe the minimum penetration depth,screw offset distances and wood thickness) Step 2:Attach rails to Creotecc the roof hooksPool r e •Slide in the slot nut and position it to the height of the lug •Position the rail onto the side of the roof hook(Fig 2) •Insert the screw with washer and tighten f Figure 2 Figwwe3 Pie 2 Creotecc Tile Roof Hooks woUNIRAC j Table I.Tile Hook Load Chart I Basic Wlnd Speed 0 psf snow 1-20 psf snow 21-40 psf snow ' 85 mph 54" 51" 41" 86-90 mph 54" 49" 40" 91-120 mph 51" 45" 35" The table above is subject to the limitations listed below. It is Intended as a quick reference guide based on the most common configurations. Please refer to load tables on page I for design loads. Engineering Guide Limitations • Flush roof installations only Please refer to Unirac Technical Support for more • Roof slope must be 0-45 degrees(0/12-12/12 pitch) Information on roof zones • Installation must have atleast4 modules grouped Span for Roof Zone 2= 1/2 maxspan together Span for Roof Zone3= 1/3maxspan • Module dimensions must be less than 40"x65" Max Cantilever=1/3 maxspan • Surrounding ground area must not slope more than 10 degrees Please refer to your distributorfor lnstallatlonsthatdo not • Locatlon must fall into Exposure Category B or C comply with the limitations above, • Building height must be lessthan or equal to 30'0" Table 2. Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Specific Lag screw specifications Gravity5/16"shaft,* Use Table 2 to select a lag bolt embedment per inch thread depth depth to satisfy your Uplift Point Load Force Douglas Fir,Larch 0.50 266 (lbs),requirements, Douglas Fir,South 0.46 235 Engelmann Spruce,Lodgepole Pine(MSR 1650 f&higher) 0.46 235 Itis the installer's responsibility to verify that the substructure and attachment Hem,Fir,Redwood(Close Grain) 0.43 212 method is strong enough to support the Southern Pine 0.55 307 maximum point loads calculated. Spruce,Pine,Fir 0.42 205 Spruce,Pine,Fir(E of 2 million psi& higher grades of MSR&MEL) 0.50 266 SourcesrAmerkan Wood Council,NDS 1005,Toble I Notes, (I)Thread must be embedded in die side grain of a rafter or other structural member intergral with the building structure. (2)Lag bolts most be located in the middle third of the structural member, (3)These values are not valid for wet service. (4)This table does not include shear capacities.I f necessary,contact a local engineer to specify lag bolt size with regard to shear forces. (5)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See table 10.3 in theAmerican Wood Council NDS forWood Construction Psgc 3 I I s ®® O� U N Creotecc Tile Roof Hooks i t 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac,Inc„warrants to the original purchaser practices specified byAAMA 609&610.02— If within the specified Warranty periods the ("Purchaser")of product(s)that it manufactures "Cleaning and Maintenance for Architectu rally Product shall be reasonably proven to be ("Product")at the original installation site that Finished Aluminum"(www.aamanet.org)are not defective,then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser.This Warranty does not defective Product,or any part thereof,in Unirac's and workmanship for a period of ten(10)years, cover damage to the Product that occurs during sole discretion.Such repair or replacement shall except for the anodized finish,which finish its shipment,storage,or installation. completely satisfy and discharge all of Unirac's shall be free from visible peeling,or cracking or This Warranty shall be VOID if installation of liability with respect to this limited Warranty. chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable for a period of five(5)years,from the earlier with Unirac's written installation instructions, for special,indirect or consequential damages of 1)the date the installation of the Product is or if the Product has been modified,repaired, arising out of or related to use by Purchaser of completed,or 2)30 days after the purchase of or reworked in a manner not previously the Product. the Product by the original Purchaser("Finish authorized by Unirac IN WRITING,or if the Manufacturers of related items,such as PV Warranty"). Product is installed in an environment for which modules and flashings,may provide written The Finish Warranty does not apply to any it was not designed.Unirac shall not be liable warranties of their own.Unirac's limited foreign residue deposited on the finish.All for consequential,contingent or incidental Warranty covers only its Product,and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are exciuded.The Finish Warranty isVOID if the Purchaser under any circumstances, i I I Page i 4 1 ` . CEO Mal NFUN0RA�� SK rMount Technical ~ t= h ~t Pub 10000c-lm\n.0 June 2010 SolmrK8ount k0wdu|m Connection Hmndxxono..-..--.—.-----.--................ 1 BottomUpModule Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L,Font...........................................................................................................................3 SwlarK0ountBeams..........................................................................................................4 �~oUarMount Module Connedion Hardware R-,'oRoyn UP Q0oduUe� Clip Pari No. 3210U1, 321O02 Washer ° Bottom UpClip material: One of the following extruded aluminum Bottom Nut (hidden se alloys: OOO5'T5.O1U5-T5. 8O81-T6 UP C//'P zf�ut no , Ultimate tensile: 38hsi'Yield: 35ko| , Finish: Clear Anodized ^ Bottom UpClip weight: -O.031lbs(14g) Bolt ^ AJ�walloand deu�n�adoamvo|�when oompono�aare Beamassembled with So|orKXoundseries beams according hoauthorized UN|RACdooumenta ^ Assemble with one 1/4"-2OASTM F593bolt,one 1/4"-2OASTM F594 serrated flange nut,and one 114^flat washer Use anti-seize and tighten to1Oft-lbs nftorque ~ Resistance factors and safety factors are determined according to part section 0of the 20O5Aluminum Design Manual and third- party toutmou|tafrnman |AGounmdihad |aborohu;/ -- -~- -~ ^ Module edge must bofully supported bythe beam � NOTE ON WASHER: |nato||washer on bolt head side of assembly. OONOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, 1.24 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 � Dimensions specified ioinches unless noted �� 01 R i MEMO= Elm Part No,320008,320009,320019,320020,32002.1, 320084,320085,320086,3200,',17,320121),320122 Mid\ rra Bolt Mid clamp material: One of the following extruded aluminum la e Nu alloys:6005-T5, 6105-T5,6061-T6 Clamp ° 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'/d'-20 T bolt and one'/4"-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-lbs of torque Beam _-- - - Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- - to party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1.00 DISTANCE Direction Ultimate Load Factor Load Factor, 13ETWEEN MODULES _ i J lbs(N) lbs(N) FS lbs(N) 4) Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 --- Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) , 0.665 Y - -- _- Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 ►X Dimensions specified in inchesunless noted tg Clamp Pail No.320002,320003,320004,320005,320006, 320012,::320013,320014,320015,320016,320017, :320079,320080,320081,32.0002,320083,3201'17, 320118,320123,320124,320173,320185,320220, ° End clamp material: One of the following extruded aluminum 32.0233,32023,1,320331 alloys: 6005-T5, 6105-T5, 6061-T6 olt ° Ultimate tensile: 38ksi,Yield:35 ksi Finish: Clear or Dark Anodized ° End clamp weight: varies based on height: 0.058 lbs(26g) dfi Clamp • Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut • 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'/"-20 T-bolt and one'/4°-20 ASTM F594 Bea _ 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 -.x • Modules must be installed at least 1.5 in from either end of a beam Ts Applied Load Average Allowable Safety Design Resistance Mmmub'` Direction Ultimate Load Factor, Loads Factor, All HEIGHT lbs(N) lbs(N) FS lbs(N) (1)j �`�" VARIES f vnrn Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODULE THICKNESS Transverse,Z± 63(279) 1 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions spec; .,Vin-Inc es-un esT steno ed ( I I �m0 �M� � 0 �� �� �= ���� N��� 0 �� �= � mi'm � ~ ~ �~ Solarlftunt BeaKnConnect^on Hardware, PwdNo. 818085' 31QU06, 318O67. Ji&0GQ " L'Pocdmaterial: One ofthe following extruded aluminum alloys:0005- T5.O1O5-T5.8O01-TO ^ Ultimate tensile;38koi.Yield:O5koi ^ Finish:Clear nrDark Anodized ~ L-Foot weight;varies based onheight:-O215lbs(9Og ^ Allowable and design loads are valid when components are assembled wi�Oo|arMountuohoobeams according 0oauUhor�ed Bea Bolt UN|RACdocumonts Lfon ^ For the beam hoL-Footconnection: -Assemble with one ASTM F593W-1Ohex head screw and one e ted ASTM F584Woormtodflange nut Flange Nu ^Use anti-seize and tighten tn8Oft-lbs oftorque ^ Resistance factors and safety factors are determined according k,part 1section 8ofthe 2OO5Aluminum Design Manual and third-party test Y results from anIAS accredited laboratory 4 NOTE: Loads are given for the L'Fooutobeam connection only; hn x sure tncheck load limits for standoff,lag screw,nrother -. attachment method 3.01 Applied Load Average Safety Design Resistance ,3X SLOT FOR Direction Ultimate Allowable Load Factor, Load Factor, RDWARE Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 2.01 Dimensions specified minches unless noted Compression,,Y-_ 3258(14492) 1325(5893) 2.461 2004(8913)1 0.615 ® ® ® ® O ® d IF ,-:� iA IilEl�G!iOtJ'COiviPniJ'i t SolarMount Bearris I 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 int 0.676 1,059 Section Modulus(X-Axis) in3 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 1728 SLOT FOR T-BOLT OP. HEX HEAD SCREW %"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 3.000 1.316 SLOT FOR 3/8"HEX BOLT O SLOT FOR 1.385 3�" HEX BOLT .387 .750 1.207 y y 1.875-- X ®X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted i i i I (