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RC-000494-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: RC-000494-2016 Date Issued: Monday, August 21, 2017 This is to certify that work requested to be done as shown by Permit Number RC-000494-2016 has been completed. Tax Map Number: 295.10-1-29 Location: 1069 WEST MOUNTAIN RD Owner: MICHAEL HAYES, Darlene Hayes Applicant: Apex Solar Power This structure may be occupied as a: Solar Panel System Ground Mount Only By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 161L Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: RC-000494-2016 Tax Map No: 295.10-1-29 Permission is hereby granted to: Darlene Hayes,Apex Solar Power For property located at: 1069 WEST MOUNTAIN RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Darlene Hayes Single Family-Alteration $39,000.00 Owner Address: 1069 WEST MOUNTAIN RD Total Value $39,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Demarse Electric 64 MAIN ST Queensbury,NY 12804 Plans& Specifications Solar Panel System (No Rafter Upgrades) $ 30.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, July 28. 2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town oRu , 2016 f ury; es SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE APPLICATION Received DATE 7121116 Tax Map ID TAxMAPID 295.10-1-29 Permit No. -� eo:al g Permit Fee ZONING Rec Fee �ywnl1 U—) HISTORIC SITE Yes No Approvals SUBoiyis ON NAME Lot APPLICANT Apex Solar Power OWNER Darlene Hayes ADDRESS 64 Main St., Queensbury, NY 12804 ADDRESS 1069 W Mountain Road, Queensbury, New York, 12804 PHONE (518) 309-2786 PHONE (518)466-4176 CONTRACTOR Demarse Electric COST OFCONSTRUCTION(ESTIMATEQt $ 39,000.00 ADDRESS. 64 Main St. Queensbu NY 12804 BUILDING ADDRESS: 1069 W Mountain Road PHONE: (518) 309-2786 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE Apex Solar Power «PHONE(518) 309-2786 TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 154 floor sq.ft. 21 floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Nib Deck Detached Garage(#of cars `) Dock Pole Barn Porch-open "Porch—3 season,Covered,Enclosed Shed Other Accessory Structure(s) 315 sq ft (1 array) 70" roof mount solar ground mount solar "Considered floor area&must comply with FAR (floor area ratio)requirements If located In the WR zone(we will also be doing a reroof of south side roof of garage only) DECLARAnom I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true&complete statement description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. ✓I have read and agree to the above: Print Name: Olivia Baitinger 1 agent Date: 7/21/16 Signature: Date: 7/21116 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 UTAH OFFICES Sandy ECTORLayton n S in E E R S St. George Project Number: U1886-0374-161 July 21,2016 Apex Solar Power juL 2 8 2015 64 Main Street Queensbury,NY 12804 ATTENTION: Chris Hall REFERENCE: Darlene Hayes Residence. 1069 West Mountain Road,Queensbury,NY 12804 Solar Panel Installation Dear Mr.Hall: Per your request, we have reviewed the attached layout and photos relating to the installation of solar panels at the above-referenced site. Based upon our review,it is our conclusion that the installation of solar panels on this existing roof will not adversely affect the structure of this house.The design of solar panel supporting members is by the manufacturer and/or installer. The adopted building code in this jurisdiction is the 2010 Residential Code of New York State and ASCE 7-05. Appropriate design parameters which must he used in the design of the supporting members and connections are listed below: Ground snow load:50 psf per the Residential Code of New York State Design wind speed for risk category II structures:90 mph(3-sec gust) Wind exposure:Category C Roof Structure:2x6 Rafters G 16 in O.C. Cp Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight related to the r-1 solar panels is less than 3 pounds per square foot.In the area of the solar panels,no 20 psf live loads will be present. O Qa Regarding snow loads,it is our conclusion that since the panels are slippery and dark,effective snow loads will likely fV be reduced in the areas of the panels.Solar panels will be flush-mounted,parallel to and no more than 6"above the roof surface. Thus, it is our conclusion that any additional wind loading related to the addition of these solar panels is Q negligible.The attached calculations verify the capacity of the connections against wind,the governing load case.The p rails shall be attached at 48"O.C.maximum with adjacent rails attached to alternating rafters using 5116"diameter lag O -0 ::3 screws with a minimum of 2.5"thread penetration into the rafter. 0 O During design and installation,particular attention must be paid to the maximum allowable spacing of attachments and v the location of solar panels relative to roof edges. The use of solar panel support span tables provided by the E manufacturer is allowed only where the building type, site conditions, and solar panel configuration match the 0) Co description of the span tables.Attachments to existing roof joist or rafters must be staggered so as not to over load any C s✓ existing structural member. Waterproofing around the roof penetration is the responsibility of others. All work 0) t!1 performed must be in accordance with accepted industry-wide methods and applicable safety standards. Vector to Structural Engineering assumes no responsibility for improper installation of the solar panels. r-I ❑ Our conclusions are based upon our review of the photos and drawings which indicate that all structural roof ® vi components and other supporting elements are in good condition and are sized and spaced such that they can resist a) ) (7) ro standard roof loads. Roof framing type,size,and spacing are as indicated in the attached photos and drawings by Apex tT (D O Solar Power.A representative of Vector Structural Engineering has not physically observed the roof framing. ry V) Very truly yours, �e OF NES, VECTOR STRUCTURAL ENGINEERING,LLC j- NY FIRM LICENCE:COA0012807 C�POti� T. A�Gy r- - rc N { ud Roger T.Alworth,P.E. p 0Bc)t Principal 'QD r �' P SS10Ni'' RTA/cmp 7-21-2016 9138 S. State St., Suite 101 1 Sandy, UT 840701 T (801)990-1775 1 F (801) 990-17761 www.vectorse.com TR JOB NO.: U1886-0374-161 C] E n G 1 r-1 E E R S PROJECT: DARLENE HAYES RESIDENCE SUBJECT: WIND PRESSURE Com onents and Cladding Wind Calculations Label: Solar Panel Array Note: Calculations per ASCE 7-05 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 90 Notes: Exposure Category: C Occupancy Category: II Importance Factor, I: 1.00 ADDITIONAL INPUT& CALCULATIONS: Height of roof, h [ft]: 20 (Approximate) Comp/Cladding Location: Gable Roofs 27'<0:5 45° Enclosure Classification: Enclosed Buildings Zone 1 GCP: 1 Figure 6-11 D (enter largest abs. value) Zone 2 GCP: 1.2 (enter largest abs, value) Zone 3 GCP: 1.2 (enter largest abs. value) a: 9.5 Table 6-2 z. [ft]: 900 Table 6-2 Kh: 0.902 Table 6-3 Kzt: 1 Equation 6-3 Kd: 0.85 Table 6-4 Velocity Pressure, qh [psf]: 15.9 Equation 6-15 GCP;: 0 Figure 6-5 (largest abs. value) OUTPUT: p :--qh[(GCP)—(GCpi)jl Zone 1 Pressure, p [psfl: 15.90 psf(1.OW, Interior Zones*) Zone 2 Pressure, p [psf]: 19.08 psf(1.OW, End Zones*) Zone 3 Pressure, p [psf]: 19.08 psf (1.OW, Corner Zones* within a) (*a=assumed=3') JOB NO.: U1886-0374-161 T E n Q i n E E R S PROJECT: DARLENE HAYES RESIDENCE SUBJECT: CONNECTION CAPACITY Lag Screw Connection Capacity: Demand: Lag Screw Size: 5116 C�; 1.6 Pressure Max Max. Trib. Max. Uplift (1.0 Wind) Spacing Area Force Embedment: 2.5 in (psf) (ft) (ft) (lbs) Grade: SPF (G = 0.42) Capacity: 2Q5 Ibs/in. emb. Zone 1: 15.9 4 12 191 Number of Screws: 1 Zone 2: 19.1 4 12 229 Total Capacity: 820 Ibs Zone 3: 19.1 4 12 229 Demander Capacity: CONNECTION OKAY JOB NO.: U1886-0374-161 E n G i n E E R S PROJECT: DARLENE HAYES RESIDENCE SUBJECT: GRAVITY LOADS CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original DEAD LOAD (D) pitch loading Roof Pitch112 7.2 Composite shingles 5.2 1.17 4.50 psf 112" Plywood 1.7 1.17 1.50 psf Framing 3.0 psf Insulation 2.0 psf 112" Gypsum Clg. 2.2 psf M, E & Misc 1.3 psf DL 15.5 psf PV Array DL 3.0 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-05,Table 4-1 Roof Live Load With PV Array [psf] t015 2015 IBC, Section 1607.12.5 SNOW LOAD (S): Existing With PV Array Roof Slope (:12): 7.2 7.2 Roof Slope [°]: 31 31 Snow Ground Load, pg [psf]: 50 50 ASCE 7-05, Section 7.2 Terrain Category: C C ASCE 7-05,Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed JASCE 7-05, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-05, Table 7-2 Thermal Factor, C,: 1.1 1.2 ASCE 7-05, Table 7-3 Risk Category: II II ASCE 7-05, Table 1-1 Importance Factor, Is: 1.0 1.0 ASCE 7-05,Table 74 Flat Roof Snow Load, pf[psf]: 35 38 ASCE 7-05, Equation 7-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-05, Section 7.3.4 Unobstructed Slippery Surface? No Yes ASCE 7-05, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2c ASCE 7-05, Section 7.4 Roof Slope Factor, C,: 1.000 0.709 ASCE 7-05, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 35 27 ASCE 7-05, Equation 7-2 Design Snow Load, S [psf]: 35 27 JOB NO.: U18$6-0374-161 E n G In E E R S PROJECT: DARLENE HAYES RESIDENCE SUBJECT: LOAD COMPARISON Summary of Loads Existing With PV Array D [psf] 15 18 Lr[psf] 20 0 S [psf] 35 27 Maximum Gravity Loads: Existing With PV Array D+ L, [psf] 35 18 ASCE 7-05, Section 2.4.1 D+S [psf] 50 45 ASCE 7-05,Section 2.4.1 Maximum Gravity Load [psfl:1 50 45 Maximum Member Forces: LOCATION House GEOMETRY Span(ft) 12.00 (Approximate) Solar Panel Start, a (ft) 0.50 (Approximate) Solar Panel End, b (ft) 12.00 (Approximate) Truss/Rafter Spacing (ft) 1 Member Forces Existing With PV Array Ratio Vertical Reaction, Vf(lbs) 401 366 91.1% OK Vertical Reaction, Vz (lbs) 401 362 90.4% OK Moment @ Center, M (lbs-ft) 1204 1088 90.4% OK Moment @ Max from PV Array, M (lbs-ft). 1204 1088 90.4% OK Because the increase in gravity loads is less than 5%,this addition meets the requirements of Section 3403.3 of the 2009 IBC and is permitted to remain unaltered. 2 ; 0 ) / 0 ) < ! a • � � � � / � cn / \ (. � . § .. . f#■ / ) � / a ~ um §f mg § 42 .mm § f § $! %� | $ § m � 3 d ° 22 �| � |&�� / k ( ` �° 0' ! § 5 ` / J �_ §§) ; § - - 6 + / §§\ ; mo ; E ' �0z % 9 %;; Su t ; �2m U3 U3 � d\§a4 7 �d� mm# } om - §jjii ; r 2� )// % $ 2 ' )`�mm r ® § a(, « § ® R *�2rG § \ §§ o @f m}882 0 . \ 2 \�§)/ ; 2} . ) §Gmom | - m @ 4 { § ® § « 2 m m § Z> ° 0 ; — � - -� :— ---- - - � � 2 I w 0 z § ■EOE OO - � 7 $ m a\� 1: | [ \ E§� § o=,� a§ 2 | : r %§ , ; ; � §k$) 2■ [ wJ 66 ! ).£ Gm§; k0w� § | 11 . kab (/ § ! � S m e ■ d §� §& W § D 2 . « ' � ;®Q � F § . ■ 5C § � / & § § / ! ! §! § \ Ln mLd°r ZZA�s ;�k | §a§° � | }\)w ! 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N N Mono Multi Solutions �I■ THE I® ® ■■ versa MODULE I■ �11 a CELL ■I� MULTiCRYSTALLINE MODULE _ ■■ PD05.08 PD05 245-26OW POWER OUTPUT RANGE Our most versitile product Compatible with all major BOS components and system designs Tj • 1000V UL/1000V IEC certified 15.9170 MAXIMUM EFFICIENCY One of the industry's most trusted modules • Field proven performance POWER OUTPUT GUARANTEE Highly reliable due to stringent quality control • Over 30 in-house tests (UV,TC, HF,and many more) As a leading global manufacturer In-house testing goes well beyond certification requirements cf next generation photovoltaic PID resistant products,we believe close cooperation with our partners is critical to success. With local presence around the giobe.Trina is able to provide exceptional sorvicc to each customer in each market Certified to withstand challenging environmental and supplement our innovative. conditions reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable • 5400 Pa snow load partner. We are committed to building strategic,mutually beneficial collaboration with installers,developers,distributors and other partners as the backbone of our shored success In driving smart Energy Together. LINEAR PERFORMANCE WARRANTY 10 Year Producl Warranty • 25 Year Linear Power Warranty Trina Solar Limited. V.+ww.}ririCSClaf.^_DT 'y 1009 3 Additio ^ai value rra c90% Trina Solana"near warranty Trinasolar aa� 5mirtEnergy Together Years 5 0 15 20 ?5 0 Trmastandard 0 THE Universal MODULE PRODUCTS POWER RANGE ELECTRICAL DATA(STC) TSM•PD05 245-26OW Peak Power Walls-PMP.(Wp) 245 250 255 260 TSM-PD05.08 245-260w Power OutputTOferoince-PM.,(%) 0-+3 Maximum Power Voltoge-V.,,,(V) 29.9 30.3 30.5 30.6 DIMENSIONS OF PV MODULE Maximum Power Current-tarn(A) 8.20 8.27 8.37 8.50 unit:mm 941 Open Circuit Voltage-Vnc(V) 37.8 38.0 38.1 38,2 -- Short Circuit Current-Isc(A) 8.75 8.79 8.88 9,00 i Module Efficiency 4^+(%) 15.0 15.3 15-6 15.9 a ��ukcnae -.1 0 STC:Irradiance 1000%V/ml.Ce I Temperature 25°C,Air Mass AMI 5, nunrrERVE y} Typical efficiency reduction at 4.5%at 200 W/m2 according to EN 60904-1. j av,u oxSTALIxI(n IrJLE ELECTRICAL DATA(NOCT) , Maximum Power•R...(WPI 182 186 190 193 o _ Maximum Power Vollage-VMrr(V) 27.6 28.0 28.1 28.3 Maximum Power Current-IM>r(A) 6.59 6.65 6.74 6.84 Open Cireuif Volloge-Voe(V) 35.1 35.2 35-3 35.4 Short Circuit Current-Isc(A) 7.07 7.10 7.17 727 NOCT:Irradiance x1800 Wlm',Ambiens Temperature 20`C.Wird Speed r mis. e.g,..s Unwxowc.wEE I:.ozsrx iw¢r MECHANICAL DATA L Solar cells Multicryslolline 156<156 mm(6 inches) 812 .I i 8a ' Cell orientation 60,Cells 16 x 101 Module dimensions 1654.992 x 35 mm(64,95 x 39.05 x 1.37 inchesl Back View Weight 18.6 kg(411b) Glass 3.2 mm(a.13 inches),High Transmission,AR Coated Tempered Glass Backsheet White Frame Silver Anodized Aluminium Alloy(PDOS)t 81ock(PDo5.08) J-Box IP 65 or IP 67 rated Cables Photovoltaic Technology cable 4.0mm'(0.006 inches'). '( 700 mm(27.56 inches)/1000mm(39.371nches) Connector MC4 TEMPERATURE RATINGS MAXIMUM RATINGS I-V CURVES OF PV MODULE(245W) Nominal Operating Cell 44°C(.2°C) OperalionalTem peralure -40-+85°C Temperature(NOCT) Maximum System 1040V DC(iECI 1e -'--- Temperature Coefficient of P.. 0.4I%1"C Voltcge 1040V DC(UI) 9.J -l000wlm� 8� _ i lemperatureCoefficient ofVcc -0.32%/°C Max Series Fuse Roling ISA 7,,, SrOWlm TemperalureCoefficient oflsc 0.05%1°C c 6 -wlm+ : m 5.�� 0'��. ,r�wrm: I WARRANTY 2.�• - L^� 10 year Product Workmonship Warranty 0'p aF 20- 30:'. 40 r 25 year Linear Power Warranty (Please reser to proaucl wo•rnnr a¢details Vdtage(V) CERTIFICATION �I PACKAGING CONFIGURATION u>rTm a Modules per box:30 pieces i �� Modules per 40'container:840 pieces IRV CYCLE dt►' CAUTnN:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Trinasoc/�1Elfy1'Fl ll 0 20,4 Dino Solar Limiled.All eights reserved.Svt6ficc:l,uns included in This dotosheet are wblect to change without notice Smart Energy Together solar=@@ • SolarEdge Single Phase Inverters ■ For North America SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US / SE760OA-US / SE10000A-US / SE1140OA-US 14 err�� 25 ` �yaiiant4 ,'' �J�'fanJi. +3 � +� G f The best choice for SolarEdge enabled systems Integrated arc fault protection for NEC 2011690.11 compliance Rapid shutdown for NEC 2014 590.12 — Superior efficiency(98%) F Small, lightweight and easy to install on provided bracket Built-in module-level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation — Fixed voltage inverter, DC/AC conversion only Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI 012.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL wWw.solaredge.us so l a r _ @ � � Single Phase inverters far North America SE300OA-US 1 SE380OA-US/SE5000A-US/SE6000A-U5/ SE760OA-US 1 SE10000A-US/SE1140OA-US SE3000A-US SE380OA-US SE500DA-US I SE6000A-US I SE7600A-US SE10000A-US SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA 10000 @240V Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA 5450 @240V 10950 @240V AC Output Voltage Min.-Nom.-Max.ltl ✓ ✓ 183-208-229 Vac AC Output Voltage Min.-Nom:Max.ltl ✓ ✓ 211-240-264 Vac AC Frequency Min.-Nom:Max.M 59.3-60-60.5 Hz Max.Continuous Output Current 12.5 16 24 @ 208V 25 32 48 @ 208V 47.5 A 21 @ 240V I l I 42 @ 240V I GFDI Threshold 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT Maximum DC Power{STC} 4050 5100 6750 8100 I 10250 13500 15350 W Transformer-less,Ungrounded Yes Max.Input Voltage 500 Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max.Input CurrentO 9.5 I 13 15.5 @ 208V I 18 23 I 3303 @20 0 34. 5 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600LtSensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 CEC Weighted Efficiency 97.5 98 97 @ 208V 98 @ 24V 97.5 97.5 8775 @ 4 V I 97.5 "/ Nighttime Power Consumption I <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 OptionaPl Rapid Shutdown--NEC 2014 690,12 Yes STANDARD COMPLIANCE Safety UL1741,UL1699B,UL1998,CSA 22.2 Grid Connection Standards IEFE1547 Emissions FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/#of strings/ 3/4"minimum/1-2 strings f 3/4"minimum/1-3 strings 16 6 AWG / AWG range 14-6 AWG Dimensions with Safety Switch 30.5 x 12.5 x7.2/775 x 315 x 184 30.5 x 12.5 x 10.5/ in/ (HxWxD) 775 x 315 x 260 mm Weight with Safety Switch 51.2/23.2 I 54.7/24.7 88.4/' 40.1 Ib/kg Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user replaceable) Noise <25 <50 dBA Min.-Max.Operating Temperature Range -13 to+140/-25 to+60(-40 to+60 version available'n) 'F/'C Protection Rating NEMA 3R For other regional settings please contact SolarEdge support. Ill Ahigher current source may he used;the inverter will limit its input current to the values stated. Ia1 Revenue grade inverter p/N:SExxxxA-US000NNR7(for 7600w inverter.SE7600A-US002NNR2l. f47-40 version P/N:5ExxxxA-US000N N1,14(for 7600W rnverter.SE7b00A-US002NNU4). EM R OPTIMIZED,f 0 Sola'rEdge Techrolog�es,Inc.All fights reserved.SOLAREDGE,the SolarEdge logo, are trademarks or cegistered trademarks of •.i•- i f+- n - -- -. Cr w N ID rT, NJ. 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" "0 a W a e a X w In &f c o .y A 7 e 17 : M = O rte+ •�• `G 7 O _ ^ nei 7 rn p ,�^ V 1 UNIRAC f LARGE ::■■ ' RAC ARRAY - A HILTI GROUP COMPANY UN I RAC LARGE ARRAY wiUsupporta wider range of site and climatic challenges than any other PV structure on the market. ULA aluminum components merge with SOLARMOUNT rails and installer-supplied steel pipe to form durable, rigid truss structures. s GROUND 'MOUNT MODULAR FLEXIBILITY SYSTEMS MODULAR DESIGN • FLEXIBILITY AVAILABILITY • OUALITY PROVIDER O Pub140228 UNIRAC .. 4 LARGE it U N I RAC ULAARRU A HILTI GROUP COMPANY FLEXIBILITY MADE TO MEET YOUR NEEDS The size of a ULA is limited only by the size of your ground site or the structural strength of your flat roof. ULA supports a wide SLIDER range of site and climatic challenges. Aluminum components merge with SOLARMOUNT rails and installer-supplied Schedule 40 or 80 steel pipe (available anywhere) to create a durable structure that can accommodate uneven, rocky, sloping terrain, and is capable of withstanding Zone 4 seismic events or extreme wind or snow loads.Increase your Leading edge height or optimize your tilt angle to clear rooftop equipment or ground obstructions. FRONT CAP AVAILABILITY W/CROSS BRACE NATION WIDE NETWORK Unirac maintains the Largest network of stocking distributors for our racking solutions. Our partners have distinguished their Level of customer support,availability,and overall value thereby providing the highest Level of service to the users of Unirac products.Count on our partners for fast and accurate delivery to a RAIL BRACKET meet your project needs.Visit Unirac.com fora List of distributors. 0 SOLARMOUNT HD RAIL WITH BOTTOM MOUNT CLIP UNIRAC CUSTOMER SERVICE MEANS THE HIGHEST LEVEL OF PRODUCT SUPPORT UNMATCHED CERTIFIED ENGINEERING BANKABLE DESIGN PERMIT EXPERIENCE QUALITY EXCELLENCE WARRANTY TOOLS DOCUMENTATION TECHNICAL SUPPORT CERTIFIED QUALITY PROVIDER BANKABLE WARRANTY Unirac's technical support team is dedicated Unirac is the only PV mounting vendor with ISO As a Hilti Group Company, Unirac has the to answering questions & addressing issues certifications for 9001:2008, 14001:2004 and financial strength to back our products and in real time. An online library of documents OHSAS 18001:2007,which means we deliver the reduce your risk. Have peace of mind knowing including engineering reports. stamped letters highest standards forfit,form,and function.These you are receiving products of exceptional and technical datasheets greatly simplifies your certifications demonstrate our excellence and our quality. ULA is covered by a 10-year limited permitting and project planning process. commitment to first class business practices. product warranty.