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HomeMy WebLinkAbout19-0994 406 Federation Rd Solar Plans VECTOR E n O I n E E R s VSE Project Number:U3054-0081-191 March 1,2019 1 Solar ATTENTION: Ty Church 2391 South 1560 West Woods Cross,UT 84087 REFERENCE: Luke Visser Residence: 406 Federation Road,Twin Falls,ID 83301 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:International Building Code,2015 Edition Risk Category: II Design wind speed: 115 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 15 psf Existing Roof Structure Roof structure:2x4 manufactured trusses @ 24" O.C. Roofing material: composite shingles Roof slope: 35' Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced (2015 IBC, Section 1607.12.5). The member forces in the area of the solar panels are not increased by more than 5%; thus, the stresses of the structural elements are not increased by more than 5%. Therefore,the requirements of Section 807.4 of the 2015 IEBC are met and the structure is permitted to remain unaltered. 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number: U3054-0081-191 Luke Visser Residence TOR 3/1/2019 E n G I n E E R S The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The connections to the existing roof shall be spaced at 48" maximum. Regarding seismic loads, we conclude that any additional forces will be small. With an assumed roof dead load of 11 psf, solar array dead load of 3 psf, and affected roof area of 33% (maximum), the additional dead load (and consequential seismic load) will be 9.3%. This calculation conservatively neglects wall weight. Because the increase in lateral forces is less than 10%, this addition meets the requirements of the exception in Section 807.5 of the 2015 IEBC. Thus the existing lateral force resisting system is permitted to remain unaltered. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. The design of the solar panel racking (mounts, rails, etc.), the connection of the racking to the roof and electrical engineering is the responsibility of others.Waterproofing around the roof penetrations is the responsibility of others.Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC Pdqt ID Firm License: C2269 Ho�.�,� 03/01/2019 Wells Holmes,P.E. ID License:P-12264-Expires: 10/31/2019 Project Engineer Enclosures WLH/j sl 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com JOB NO.: U3054-0081-191 V E C TOR SUBJECT: GRAVITY LOADS E n G I n E E R S PROJECT: Luke Visser Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 8.4 Composite Shingles 2.4 1.22 2.0 psf 1/2" Plywood 1.2 1.22 1.0 psf Framing 3.0 psf Insulation 0.5 psf 1/2" Gypsum Clg. 2.0 psf M, E & Misc 1.5 psf DL 11 psf PV Array DL 3 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 0 12015 IBC, Section 1607.12.5 w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: 8.4 8.4 Roof Slope [°]: 35 35 Snow Ground Load, p9 [psf]: 15 15 ASCE 7-10, Section 7.2 Terrain Category: C C ASCE 7-10, Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ct: 1.1 1.1 ASCE 7-10, Table 7-3 Risk Category: 11 11 ASCE 7-10, Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10, Table 1.5-2 Flat Roof Snow Load, pf [psf]: 10 10 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 25 25 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No Yes ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 0.58 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 10 6 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 25 25 JOB NO.: U3054-0081-191 .. SUBJECT: LOAD COMPARISON S PROJECT: Luke Visser Residence Summary of Loads Existing With PV Array D [psf] 11 14 Lr[psf] 20 0 S [psf] 25 25 Maximum Gravity Loads: Existing With PV Array D + Lr [psf] 31 14 ASCE 7-10, Section 2.4.1 D +S [psf] 36 39 ASCE 7-10, Section 2.4.1 Maximum Gravity Load [psf]:1 36 39 Maximum Member Forces: LOCATION House GEOMETRY Span(ft) 30.0 (Approximate) Solar Panel Array Start, a (ft) 14.8 (Approximate) Solar Panel Array Length, b (ft) 11.0 (Approximate) Truss/Rafter Spacing(ft) 2.0 MEMBER FORCES Existing With PV Array Ratio Vertical Reaction, V1 (Ibs) 1070 1091 102% OK Vertical Reaction, Vz (Ibs) 1070 1115 104% OK Moment @ Center, M (Ibs-ft) 8024 8343 104% OK The member forces in the area of the solar array are not increased by more than 5%; thus,the stresses of the structural elements are not increased by more than 5%. Therefore,the requirements of Section 807.4 of the 2015 IEBC are met and the structure is permitted to remain unaltered. JOB NO.: U3054-0081-191 SUBJECT: SOLAR LAYOUT PROJECT: Luke Visser Residence D D D D D D D O oDDoaoD ® P U Solar Equipment Summary ARIAL VIEW Z MODULE TYPE NUMBER OF MODS MODULE SIZE: WATTS SYSTEM SIZE:WATTS - LL o a a c LONGI 16 305 4880 o si+ Inverter(S) L , N T � NUMBER OF MANUFACTURER MODEL SYSTEM OUTPUT MICROINVERTERS w a a r = o o AP SYSTEMS YC500i 8 16.6 JOB DETAILS ROOF MATERIAL STANDARD ASPHALT SHINGLE ROOF SQ FT OF ARRAY ARRAY AZIMUTH(S) 180° 290.2 RACKING TYPE UL LISTED IRONRIDGE RACKING SYSTEM USING 48"ANCHORED CENTERS INSTALLATION SURFACE ANGLE 35° o 0 M METER UPGRADE NO _ CO GENERAL NOTES LCIO a) > -0CU a) U- 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST UT CODE OF N LL C REGULATIONS, NATIONAL ELECTRICAL CODE EDITION AND ALL APPLICABLE LOCAL CODES AND J C REGULATIONS. (Construction shall comply with ID Building Codes,2017 NEC,And 2015 International Fire Code.) VICINITY MAP 2. ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS IN COMPLIANCE TO UL REQUIREMENTS TO ACCOMMODATE CONDUCTORS SHOWN. 3. WHERE WIRE SIZES ARE INDICATED ON PLANS, FOR INDIVIDUAL CIRCUITS,THE WIRE SIZE INDICATED SHALL APPLY TO THE COMPLETE CIRCUIT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL EXTEND WIRING FROM ALL JUNCTION BOXES,SWITCHES, ETC.AND MAKE FINAL CONNECTION AS REQUIRED TO ALL BUILDING EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. 5. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW DRAWING IN LAYING OUT WORK AND CHECK DRAWINGS OR OTHER TRADES RELATING TO WORK TO VERIFY SPACE IN WHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM AND MINIMUM CODE REQUIRED WORKING CLEARANCES AT ALL TIMES. * o 6. ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT INCLUDING THOSE THAT ARE N EXPOSED TO OUTSIDE ENVIRONMENT SHALL BE WEATHERPROOF TYPE, NEMA 3R. 2 7. DISCONNECT SWITCHES SHALL BE MOUNTED ON INDIVIDUAL SUPPORTS, OR OTHERWISE _ __ DIRECTLY ON EQUIPMENT, PROVIDED. ""''• - Zia 8. NO MODIFICATION TO EQUIPMENT IS NECESSARY.ALL ELECTRIC MATERIAL SHALL BE - LISTED BY"UL"FOR THE TYPE OF APPLICATION AND"UL"LABEL SHALL APPEAR ON ALL ELECTRICAL EQUIPMENT. — U CIO 9. WIRING METHOD SHALL BE EMT ABOVE GROUND AND MOUNTED IN CONCEALED SPACES N , (UNLESS APPROVED OTHERWISE)AND SCHEDULE-40 PVC FOR BELOW GROUND INSTALLATION 0 _ H UNLESS NOTED OTHERWISE. 330 0 0 c0 LO SHEET INDEX ID. CONTRACTORS LICENSE#&TYPE 30 0 0PAGE PV 0# DETLEBHE/EQT s036784 APPLICABLE CODES Ezoo,Ezoz d� W 27 0 Uq M N CO - PV-02 SITE PLAN/STRING DETAILS AZIMUTH ' 2017 NATIONAL ELECTRIC CODE(NEC) 24 20 20151 NTERNATIONAL BUILDING CODE(IBC) - PV-03 ELECTRICAL LINE DIAGRAM 210 150 enT PV-04 EQUIPMENT LABELS NABCEP CERTIFICATION SHEET# '-� PV-01 PV-05 RACKING DETAILS MICHAELGARRISON PV011818-019231 ^180 a J SCALE:N.T. U Solar Equipment Summary MODULE TYPE NUMBER OF MODS MODULE SIZE: WATTS SYSTEM SIZE:WATTS a LL O J LONGI 16 305 4880 0 Inverter(S) N NUMBER OF w MANUFACTURER MODEL SYSTEM OUTPUT MICROINVERTERS a a r = 0 0 AP SYSTEMS YC500i 8 16.6 JOB DETAILS ROOF MATERIAL STANDARD ASPHALT SHINGLE ROOF SQ FT OF ARRAY ARRAY AZIMUTH(S) 180, 290.2 RACKING TYPE UL LISTED IRONRIDGE RACKING SYSTEM USING 48"ANCHORED CENTERS -0 M T- o O INSTALLATION SURFACE ANGLE 35' CO c 00 NO L O U) vi -0LL (� Input #of INVERTERS (D LL o 1 7 H 2 1 © © D O D O 3 C SYMBOL KEY: sP 0 N Symbol: Meaning: N 3' Fire Code . . . . . . . . . . . . . . . . . 330 0 � ct Nema-4 Soladeck 30 0 jco � I.- CD D Meter Location W 27 ° E 0 24 AZIMUTH 20 0 vi o co U ,. CB PV Combiner Box Ln M 0 210 150 N O L 8�� � �D AC Disconnect 1S SP Sub-Panel SHEET# PV-02 scn�e16° = 1 U Z rn j Q L N J LL N O U) y NEW 200A MAIN BREAKER PER NEC 705.12 B 2 1 b SUBPIANEL o a 200A 120/240V BI-DIRECTIONAL 6i —, SINGLE PHASE N 200A-2P I UTILITY METER I Lij o LLI 1 ooaoP QQ 0 xQ ® I I I I I ---- NEMA- 50 BOXCK I I I WITHIN 10'OF El 14 M 11 2 M UTLITY METER—7 UTILITY GRID 120/240V I I EXISTING 200A O I RS I SERVICE ENTRANCE I I 3 PV AC 4 I I I I COMBINER BOX L----------J 100A 120/240V 30A 120/240V o I (13 -USED DISCONNECT 0 C) CO L • I coNEMA 3R �I �J-BOX 20A-2P PV AC OUTPUT I --- ------- ------- AC OUTPUT CURRENT 16.6 \\U) -0 NOMINAL AC VOLTAGE 240 VOLTS / IL L.L PV DC STRING INVERTER INPUT � o J � � MAXIMUM VOLTAGE N/A MAXIMUM CIRCUIT CURRENT N/A MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER AND OR DC-TODC CONVERTER N/A (IF INSTALLED) CONDUIT AND CONDUCTOR SCHEDULE MODULE SPECIFICATIONS MANUFACURER Long TAG# DESCRIPTION MODEL 305 N 0 MAX POWER-POINT CURRENT(IMP)-AMPS 9.49 RS RAPID SHUTDOWN COMPLIANCE DEVICE 1 (2)APSYSTEMS AC BUS LINE 2 (2)#10-3 ROM EX CABLE, (1)#10 THWN-2 EG MAX POWER-POINT VOLTAGE(VMP)-VOLTS 32.1 3 (1) V EMT, (6)#10 THWN-2, (1)#10 THWN-2 EG OPEN CIRCUIT VOLTAGE(VOC)-VOLTS 39.3 Notes: 4 1 (1) 1" EMT, (3)#10 THWN-2, (1)#10 THWN-2 EG SHORT CIRCUIT CURRENT(ISC)-AMPS 10.05 1. This system meets the requirements of NEC 690.41 2. The DC conductors are not bonded to ground and the inverters do not require GEC. Q MAX SMAX POWER(PMAX)AMPS 305 WATTS 3. NEC 690.43 C Structure as Equipment Grounding Conductor allows forequipment to be used as the EGC ALL ADDITIONAL SIGNAGE IS OUTLINED AND NOTATED ON PAGE 7 00 00 in a photovoltaic system. o D MAX VOLTAGE(VDC) 1000 V (9 M 4. The devices listed and identified for grounding the equipment may be stand-alone grounding components vi or UL-2703 listed mounting hardware. Modules are bonded to the racking with listed and approved grounding INTERCONNECTION INVERTER SPECIFICATIONS o CD components. 0 U — 5. Equipment or PCC IN R 240VAC, 200AAC 1 PHASE MANUFACTURER AP SYSTEMS protection may be r in theforng m olf conduts or taclosed shall cabinet or an l enclosure pwh which laced require lifuse of tools to opeied personnel. n METER MAEN PANIEL WITH LOAD STING OS DE CONNECTION USING (1) MODEL YC5001 N °o 0 6. Solar Photovoltaic System equipment will be installed in accordance with the requirements of Art. 690 of 30AAC 2 POLE SOLAR BREAKER RATED FOR BACKFEED. THIS MAX DC INPUT VOLTAGE 55VDC a the 2017 NEC. CONNECTION SHALL BE MADE IN CONFORMANCE WITH 2O17 7. Local utility provider shall be notified prior to use and activation of any solar photovoltaic installation. NEC 705.12(D)(2). BREAKER TO BE LOCATED ON EMPTY MAX OUTPUT POWER 500W 8. All solar modules, equipment, and metallic components are to be grounded in accordance with code and SPACE ON 200AAC BUS BAR WITH 2O0AAC MAIN BREAKER. NOMINAL AC OUTPUT VOLTAGE 240 VAC SHEET# the manufacturer's installation instructions. ((200AAC X 1.2)-200AAC —— 40AAC ALLOWABLE SOLAR). PV-03 NOMINAL AC OUTPUT CURRENT 2.08 A 9. Wiring must be permanently and completely held off of the roof surface per NEC 110.2, 110.3(A), 110.3(B) &300.4 MAX FUSE(OCPD) 20 A ALL SIGNAGE MUST BE PERMANENTLY ATTACHED AND BE WEATHER 0 RESISTANT/SUNLIGHT RESISTANT AND CANNOT BE HAND-WRITTEN z � a WARNING : PHOTOVOLTAIC T U) 3: O WARNIN .VO � 7 w POWER SOURCE cn N CONDUITS, ENCLOSURES, OR MC Cable THAT CONTAIN DC CIRCUITS EVERY 10' w DUAL I • POWER ii i o o u}PHOTOVOLTAIC AC DISCONNECT SOURCES- UT11LITY GRID RATED AC OUTPUT CURRENT: AND PV POWER SOURCE NOMINAL OPERATING A VOLTAGE 6. ,,,.ELECTRIC, SYSTEM LOCATED AT SERVICE PANEL BOARD NEC 690.54 LOCATED AT SERVICE PANEL NEC 705.10 _ oo o � MAXIMUM VOLTAGE N/AWARNINGzt co 00 MAXIMUM CIRCUIT CURRENT -pF a� a) `- INVERTER OUTPUT CONNECTION _1z.mmm 5 o 3: MAX RATED J � � OUTPUT CURRENT + RELOCATE THE CHARGE CONTROLLER fOi fENT i CONVERTEREVICE OR DC-TO-DC ■ (IFINSTALLED N/A LOCATED AT PV BREAKER IN PANEL BOARD NEC 705.12(B)(2)(3)(b) LOCATED ON STRING INVERTER (IF USED) NEC 690.53 CIO SOLAR PV SYSTEM EQUIPPED MAIN PHOTOVOLTAIC WITH RAPID SHUTDOWNco� c) � U � � co co TURN RAPID SHUTDOWN CDM SWITCH TO THE W SOLAR ELECTRIC � � p "OFF" POSITION TO PYPANLLS co 00 °° LOCATED AT MAIN PV DISCONNECT NEC 690.13(B) SHUT DOWN PV SYSTEM 'p RAPID SHUTDOWN SWITCH AND REDUCE N � � SHOCK HAZARD FOR IN THE ARRAY SHEET#SOLAR PV SYSTEMPV-04 LOCATED AT RAPID SHUTDOWN DISCONNECT NEC 690.56(C)(3) LOCATED AT SERVICE PANEL NEC 690.56(C)(1) JQSCALE:N.T.S U O Y Z Q L TYP.MID-CLAMP TYP.24"SPAN TRUSSE TYP.24"SPAN TRUSSES o TYP.L-FOOT Iii N W W F a Q N } 2 0 n Q TYP.L-FOOT YP.END-CLAMP TYP.END-CLAMP TYP.MID-CLAMP C) TYP.L-FOOT PV TYP.L-FOOT PV o � QUICK MOUNT QUICK MOUNT M 48"SPAN 48"@ O.0 MAX 00 00 \� / � LL 5 MEETS OR EXCEEDS 2015 IBC IRC J ~ CONSTRUCTION STANDARDS CASE 1 Load Calculations PRE-MANUFACTURED HOLD ��,-p" DOWN CLIP,4 AT EACH PANEL 2X4 Construction (TYP.)-ATTACH W/3/8"S.S BOLTS PRE-MANUFACTURED 24" on Center Trusses ALUMINUM MOUNTING RAIL PULL OUT STRENGTH SOLAR PANEL Longi LR6-60 - 305 WATT PV PANEL: CONNECTOR 5/16 LAG BOLT 40.12 LBS/PANEL 32 STANDOFFS (32 LAGS) M\N 4:12 PITCH COMPOSITE SHINGLE ROOF 32 x 3" EMBED x 205 LBS = 19680 LBS o PRE-MANUFACTURED2-1/2" EXISTING COMPOSITE ROOFING IRONRIDGE XR CONNECTION TALL x2"WIDE L-FOOT- HARDWARE: ROOF LOAD BEARING ATTACH TO RAIL W/3/8"S.S. ALUMINUM FLASHING BOLTS,ATTACH TO ROOF SEALED WITH CAULK .735 PLF * 6.66 FT/PANEL = 4.8951 743.84 LBS / 32 STANDOFFS = 23.25 WITH(1)5/16"x4-1/2"LAG BOLT INTO TRUSS WITH EXISTING ROOF SHEATHING LBS/PANEL LBS MINIMUM 3"EMBEDMENT 00 TOP CHORD OF EXISTING ROOF TRUSS U SYSTEM INCLUDES 16 PANELS AND TOTAL WEIGHT = PANELS + CO FLASHFOOT STANDOFF IRONRIDGE MOUNTING HARDWARE: HARDWARE � �� 16 X 40.12 = 641.92 LBS 743.84 LBS a 2 86 FLUSH MOUNTED ARRAY COMPOSITE SHINGLE 743.84 LBS / 281 .76 SQ F = 2.64 F a, cnm A = L x W (PANEL): N °o 0 17.61 SQ FT a ARRAY: 17.61 SQFTX16 = 281 .76x30PSF = 8452.8 LBS SHEET#PV-05 SCA�E:N.T.S SIEMEN c� Y 7W ir�Proof omb nation � � Q LL T O U) O h Y 7YYVS1�4 6 I 11T1 r1 _ N .,RCl iP4,iyr..Sy��: "Y4 �T.. • ''/�J �1e{•1 �'�y w .. 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AM4G]han L. `[itS l�1 _- -- 'Bi� I rrarrrsr- -� -•-•-- _ L� o �p r TERMhbli � � PI1 L_ N 3 "`jar U O It-It ao F- ~ "ORT r-*CuFt CUIRRENJ RAIIN4 M4 R"METER N0'r Jp ; �C MEM Apo �� T G.R .T giRT A+TIN3of u ou mps RMIa ' o D + r+tw+ .r tw ll1 m Two 1'a3earl'riy Id4rts EEltiiECCilI�!{+T4Mi TG B!UIL'Ft3fY • •+ � U + h'C uair ar"04 N�AIMM,RML�G VA P.D Mn,III - +J4[7 Mi.rE�d M?� t,OORECT"�YRI A$ILIDCATIM iM T,E T """ LOCD , T► r.�! _ Kai1�l ert4 a a - Y_Rxr,CI,�nF.xfR e_ U tWEy-HE'MAN an"Rig ANO-HR@"nC SREAjggk$ M Ta�,b4F ry N +4Rt l CWP-Nb rTPE o N O a SvI1w Ja �T CPF GPHP 4I 9Ip 9AP 0NAT4'arl.EaftTrlCIL 00C2 ro I RC #'E+RI7' •� h M CiEMahI OP NATQra,r,;,PIRK hIq r�r�r-y Ergijp j dkulCrr �,IPh1+l ,Aw - SHEET# P iL�' D;W�MWAMW'l GMM o �wdM, PV-05 ,md"l Wmco OP NUC 7PICA �raSk.a�T' SCALE:N.T.S R• • • Pi 295~315M +�••�m���r��gllllllllllHi—MO I High • nl . .r.��ailllllllllllllllllllllllllllMono PERC Technology . IIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIAesthetic appearance with black frameand IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII_IIIIII_IIIIIIIIIIIIIIIIIIIIIIIbacksheet, best " " installation IIIIII:IIIIIIIIIIIIIIII IIIIIIII 0-year Warranty for MaterialsProcessing; 25-year Warranty for Extra Linear Power Output 25 year Power Additional Value fr Warranty Annual °m LONGi Sol Power Attenuation 91.2% ------------ --eta+1.85% arSLinearbyarranty 0.55% n and Mod 87.7% --------------- --------------- --------uIQJiFlearpo wer lNarrant 80.7% = 1 5 10 15 20 25 Complete System and Product Certifications Positive power tolerance(0 +5W)guaranteed IEC 61215,IEC61730,UL1703 ISO 9001:2008:ISO Quality Management System High module conversion efficiency(up to 19.3%) ISO 14001:2004:ISO Environment Management System Slower power degradation enabled by Low LID Mono PERC technology:first year<2%, TS62941:Guideline for module design qualification and type approval 0.55%year 2-25 OHSAS 18001:2007 Occupational Health and Safety Better energy yield with excellent low irradiance performance and temperature coefficient _ Solid PID resistance ensured by solar cell process optimization and careful module BOM c Sus selection *specifications subject to technical changes and tests.LONGi Sotar Adaptable to harsh environment:passed rigorous salt mist and ammonia tests reserves the right of interpretation. Robust frame(40mm)withstands mechanical loading of 540011pa for snow load on front and 240013a for wind load on rear side ■ �' Solar Room 6-2 Building 8,San chill+Plaza,Lane 377 Z E-mail: o Road,Pudong District,Shanghai,201203 Tel:+86-21-61047332 Fax:+86-21-61047377 mail:module@longi-silicon.com Facebook:www.facebook.com/LONGi Solar Note:Due to continuous technical innovation,R&D and improvement,technical data above mentioned may be of modification accordingly.LONGi Solar have the sole right to make such modification at anytime without further notice;Demanding party shall request for the latest datasheet for such as contract need,and make it a consisting and binding part of lawful documentation duly signed by both parties. 20180701 LR6-60PB 295~315M OperatingDesign (mm) Mechanical Parameters Cell Orientation:60 (6x10) Operational Temperature:-40 C-+85 C O 0 1 i Junction Box:IP67,three diodes Power Output Tolerance:0-+5 W o e e Output Cable:4mm2,1000mm in length Maximum System Voltage:DC1000V(IEC&UL) Units:mm Tolerance: Connector:MC4 or MC4 comparable Maximum Series Fuse Rating:20A Length:±2mm 8 Width:±Zmm Height+1- Weight:18.5kg Nominal Operating Cell Temperature:45±2 C Pitch-row:±lmm a_a Dimension:1650x991x40mm Application Class:Class A Packaging:26pcs per pallet Electrical Characteristics Test uncertainty for Pmax:±3% Model Number LR6-60PB-295M LR6-60PB-300M LR6-60PB-305M LR6-60PB-310M LR6-60PB-315M Testing Condition STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT Maximum Power(Pmax/W) 295 218.5 300 222.2 305 225.9 310 229.6 315 233.4 Open Circuit Voltage(Voc/V) 39.9 37.2 40.1 37.4 40.2 37.5 40.3 37.6 40.5 37.8 Short Circuit Current(Isc/A) 9.69 7.81 9.81 7.91 9.94 8.01 9.98 8.04 10.10 8.14 Voltage at Maximum Power(Vmp/V) 32.6 30.1 32.8 30.3 33.0 30.5 33.2 30.7 33.4 30.9 Current at Maximum Power(Imp/A) 9.05 7.26 9.15 j 7.34 9.24 7.41 9.35 7.50 9.43 7.56 Module Efficiency(%) 18.0 18.3 18.7 19.0 19.3 STC(Standard Testing Conditions):Irradiance 1000W/m2,Cell Temperature 25 C,Spectra at AM1.5 NOCT(Nominal Operating Cell Temperature):Irradiance 800W/m2,Ambient Temperature 20 C,Spectra at AM1.5,Wind at 1m/S TemperatureLoading Temperature Coefficient of Isc +0.057%/-C Front Side Maximum Static Loading 5400Pa Temperature Coefficient of Voc -0.286%/-C Rear Side Maximum Static Loading 2400Pa Temperature Coefficient of Pmax -0.370%/-C Hailstone Test 25mm Hailstone at the speed of 23m/s Current-Voltage Curve(LR6-60PB-305M) Power-Voltage Curve(LR6-60PB-305M) Current-Voltage Curve(LR6-60PB-305M) 12 Celltemp.25°C 350 Cell temp.25°C 10 000w/m= 10 3W -aoow/W 8 c000w/m -60ow/m2 t000w/m -aoow/m= 8 2so -20ow/m2 aoow/m' ¢6 -Cell Temp=25°C 6 200 Cell Temp=35°C 60oW/m, 3 4 r3: 150 v 4 -Cell Temp=45°C 40oW/m' 100 -Cell Temp=55°C 2 -Cell Temp=55°C 2 2oow/m' 50 -Cell Temp=15°C 00 10 20 30 40 00 10 20 30 40 00 10 20 30 40 Voltage M Voltage M Voltage M �' Solar Room 6-2 Building 8,San x:+Plaza,Lane 377 Z E-mail: o Road,Pudong District,Shanghai,201203 Tel:+86-21-61047332 Fax:+86-21-61047377 mail:module@longi-silicon.com Facebook:www.facebook.com/LONGi Solar Note:Due to continuous technical innovation,R&D and improvement,technical data above mentioned may be of modification accordingly.LONG Solar have the sole right to make such modification at anytime without further notice;Demanding party shall request for the latest datasheet for such as contract need,and make it a consisting and binding part of lawful documentation duly signed by both parties. 20180701 APsy stems ALTE N ERGY POWER Leading the Industry in Solar Microinverter Technology YC500i XTM withEnergyMa High output microinverter with integrated ground I • Single unit connects two solar modules • Integrated ground • Peak output power 548W • Individual MPPT for each module • PLC communication &free monitoring • Ideal for today's high output PV modules DIMENSIONS The APsystems YC500i with EnergyMaxTM is a grid-tied Easy access to LED to check system microinverter with intelligent networking and monitoring performance systems to ensure maximum efficiency. Highly dependable 0 and cost effective, the YC500i with EnergyMaxTM is optimized 8.-r(221m) to accommodate today's high output PV modules effectively with up to 548W output and dual MPPT. An integrated ground a o• a a• allows for rapid installation for installers who prefer trunk cable m ® architecture. Half the inverters and half the installation time m means real cost savings for residential and commercial customers. 0 0 APsystems YC500i • • Datasheet INPUT DATA (DC) MPPT Voltage Range 22-45V Operation Voltage Range 16V-52V Maximum Input Voltage 55V Startup Voltage 22V Maximum Input Current 12A X 2 OUTPUT DATA (AC) Nominal Output Voltage 208V* 240V* Peak Output Power 548W 548W Maximum Continuous Output Power 500W 500W Nominal Output Current 2.4A 2.08A Default Output Voltage Range 183V-229V** 211V-264V** Peak Output Current 2.63A 2.28A Nominal Output Frequency 60Hz Default Output Frequency Range 59.3Hz-60.5Hz** Maximum Units Per Branch 6 for 20A Breaker I 7 for 20A Breaker EFFICIENCY Peak Efficiency 95.5% CEC Weighted Efficiency 95% Nominal MPPT Efficiency 99.5% Night Power Consumption 120mW MECHANICAL DATA Operating Ambient Temperature Range -40oF to+149°F(-40°C to+65°C) Storage Temperature Range -40oF to+185°F(-40°C to+85°C) Dimensions(WxHxD) inches 8.75"x 6.5"x 1.1" Dimensions(WxHxD) mm 221mm x 167mm x 29mm Weight 5.5 Ibs(2.5kg) AC Bus(trunk cable) 12AWG Enclosure Rating NEMA 6 Cooling Natural Convection - No Fans FEATURES & COMPLIANCE Communication(Inverter to ECU) Power line Communication Emissions&Immunity(EMC) Compliance FCC PART 15,ANSI C63.4, ICES-003 Safety&Grid Connection Compliance IEEE1547,CSA C22.2 No.107.1-01, NEC 2014 690.12, NEC 2017 690.12*** Monitoring Via EMA Software *The default AC output is 240V mode.Programmable to 208V mode. c�*1 Specifications subject to change without notice-please **Programmable per customer and utility requirements. I IY■ ensure you are using the most recent version found at ***Meets the standard requirements for Distributed Energy Resources usAPsystems.com (UL 1741)and identified with the ETL Listed Mark. Intertek 6.73.77©AN Rights Reserved • 600 Ericksen Ave NE,Suite 200,Seattle,WA 98110 1 844.666.7035 1 APsystems.conn APsyste ms • ALTEN ERGY POWER S IaDeck FLASHED PV ROOF-MOUNT COMBINER/ENCLOSURE ! —A Basic Features • Stamped Seamless Construction • 18 Gauge Galvanized Steel • Powder Coated Surfaces • Flashes into the roof deck 1 • 3 Roof deck knockouts .5", .75", 1" • 5 Centering dimples for entry/exit fittings or conduit • 2 Position Ground lug installed • Mounting Hardware Included SolaDeck Model SD 0783 SolaDeck UL50 Type 3R Enclosures Available Models: Model SD 0783-(Y fixed Din Rail) Shb Model SD 0786- (6" slotted Din Rail) SolaDeck UL 1741 Combiner/Enclosures Models SD 0783-41 and SD 0786-41 are labeled and ETL listed UL STD 1741 according to the UL STD 1741 for photovoltaic combiner enclosures. Max Rated -60OVDC, 120AMPS Model SD 0783-41 3" Fixed Din Rail fastened using Norlock System i� **Typical System Configuration 4- Din Rail Mounted Fuse Holders 60OVDC 30 AMP - 1- Power Distribution Block 60OVDC 175AMP 1- Bus Bar with UL lug Model SD 0786-41 6" Slotted Din Rail fastened using steel studs **Typical System Configuration 4- Din Rail Mounted Fuse Holders 60OVDC 30 AMP 4- Din Rail Mounted Terminal Blocks Bus Bars with UL lug **Fuse holders and terminal blocks added in the field must be UL listed or recognized and meet 600 VDC 30 AMP 110C for fuse holders,600V 50 AMP 90C for rail mounted terminal blocks and 600 V 175 AMP 90C for Power u "A' Distribution Blocks. Use Copper Wire Conductors. Cover is trimmed to allow Model SD 0783-41,wired with Model SD 0786-41,wired with conduit or fittings, base is Din Rail mounted fuse holders, Din Rail mounted fuse holders, center dimpled for fitting bus bar and power distribution terminal blocks and bus bars. locations. block. RSTC Enterprises, Inc • 2219 Heimstead Road • Eau Cliare, WI 54703 For product information call 1(866) 367-7782 GE Energy General Duty Safety Switches 30-600 Amps, 240 Vac For residential and light commercial applications Features & Benefits • UL Listed and CSA Certified 30A 60A 100A 200A • Meets or exceeds the requirements of NEMA Now with cover - • Standard KS-1 for type General Duty •Suitable for use as Service Equipment • Fusible and non-fusible construction • 100,000 RMS Amps,symmetrical IC rating on 30-200A disconnects when protected by class R fuses • NEMA Type 1(indoor)and Type 3R(outdoor)construction • Integral cover interlock on 30-200A disconnects for added protection • Lockable cover and handle(OFF position)to prevent unauthorized entry and use • Field installable accessories available(ground lugs,neutral lugs, class R fuse rejection kits,and universal raintight hubs) TGN3322 Ordering Information with integral cover interlock Fusi Aw*_— - Ampere 2-Pole 3-Pole 3-Pole 3-Pole Ampere7TG32271R 3-Pole 3-Pole Rating 3-Wire* 3-Wire 4-Wire* 3-Wire Rating 4-Wire* 3-Wire 30 T63221 — TG4321 TGN3321 30TG4321R TGN3321R NEMA 60 TG3222 — TG4322 TGN3322 NEMA 60 TG3222R — TG4322R TGN3322R Type 100 TG3223 — TG4323 TGN3323 Type3R 100 TG3223R — TG4323R TGN3323R (indoor) (outdoor) 200 TG3224 — TG4324 TGN3324 200 TG3224R — TG4324R TGN3324R 400 TG3225 TG3325 TG4325 TGN3325 400 TG3225R TG3325R — — 600 TG3226 TG3326 TG4326 TGN3326 600 TG3226R TG3326R — — *Includes factory installed neutral lug GE Energy a• ��� 41 Woodford AvenueLIL Plainville,CT 06062 I www.geindustrial.com ©2012 GE Company / Information provided is subject to change without notice.Please verify all imagination at work details with GE.All values are design or typical values when measured under / laboratory conditions,and GE makes no warranty or guarantee,express or 0 implied,that such performance will be obtained under end-use conditions. DEE-576 7112 IRONRIDGE Flush Mount System r, Or Built for solar's toughest roofs. IronRidge builds the strongest mounting system for pitched roofs in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 25-year warranty. Strength Tested PE Certified All components evaluated for superior ® Pre-stamped engineering letters structural performance. available in most states. Class A Fire Rating Design Assistant Certified to maintain the fire resistance ® Online software makes it simple to rating of the existing roof. create, share, and price projects. UL 2703 Listed System 25-Year Warranty ® Entire system and components meet Products guaranteed to be free newest effective UL 2703 standard. of impairing defects. XR Rails O XR10 Rail XR100 Rail XR1000 Rail Bonded Splices i A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability 8'spanning capability 12'spanning capability Self-drilling screws • Moderate load capability Heavy load capability Extreme load capability Varying versions for rails • Clear and black finish Clear and black finish Clear anodized finish Forms secure bonding Clamps & Grounding O — UFOs Stopper Sleeves Grounding Lugs Microinverter Kits Universal Fastening Objects Snap onto the UFO to turn Connect arrays to Mount MIS or POs to XR bond modules to rails. into a bonded end clamp. equipment ground. Rails. • Fully assembled & lubed Bonds modules to rails Low profile Bonds devices to rails • Single, universal size Sized to match modules Single tool installation Kit comes assembled • Clear and black finish Clear and black finish Mounts in any direction Listed to UL 2703 Attachments O — FlashFoot2 Conduit Mount Slotted L-Feet Bonding Hardware AIR !L P _ Flash and mount XR Rails Flash and mount conduit, Drop-in design for rapid rail Bond and attach XR Rails with superior waterproofing. strut, or junction boxes. attachment. to roof attachments. • Twist-on Cap eases install Twist-on Cap eases install • Secure rail connections T& Square Bolt options • Wind-driven rain tested Wind-driven rain tested • Slot for vertical adjusting Nut uses 7/16"socket • Mill and black finish Secures 3/a"or 1"conduit • Clear and black finish Assembled and lubricated Resources Design Assistant NABCEP Certified Training _.. GSRbAE� r - Go from rough layout to fully e' Earn free continuing education credits, engineered system. For free. NABCE F while learning more about our systems. Go to IronRidge.com/design Go to Iron Ridge.com/training o Others Pending.Version 1.50 AM& 1495 Zephyr Avenue IRONRIDGE Hayward, -9523 4 �•/ R y 1-800-227-9523 IronRidge.com The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no consideration of the structural adequacy of the chosen roof attachments, PV modules, or the underlying roof supporting members. It is the responsibility of the installer or system designer to verify the structural capacity and adequacy of the aforementioned system components in regards to the applied or resultant loads of any chosen array configuration. Sincerely, ortAL FN���� No.9677588-2202*; GANG XUAN TATE.oF Gang Xuan, PE, LEED AP Senior Structural Engineer ©2018 IronRidge,Inc. 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C M O N YO N Z Q W l0 lD O l0 l0 O1 l0 t0 01 l0 t0 00 l0 t0 t0 t0 t0 M M V V e-I e-I M 00 O1 N � n N N rl N iD iD O iD iD Oi i0 t0 O1 t0 t0 00 t0 t0 t0 t0 t0 M t0 t0 V t0 M M t0 M N vOi N OJ d M 0) O O N 00 m N i0 N c-I m V O M c-I m N 00 N M t0 M V a N N N ry N Q d O O N O O N 0 0 e-I O O O m O m i0 N N M V t0 e-I e-I M 00 O1 V C N N vt N N vt N N M N N N V N 7 V V V V V V V V V M M V ly N E e-I lfl C O O N O O N O O e-I O O O O O m O m N O W iD O W M O n V D n O N E vl N N vl N N N N N N N N V vl C R vl C 7 � a V � V V C � N O a) L M W OJ yM 0) O ti vl W Ol ✓1 4 nV N V V f VV NN O1 ti n 00 01 V N W n M E L O � M v1 vt 7 V ✓t M V vt M M O M M R V V W Q d V 7 O V R V V M V N m O '-I lD n !r M 7 00 c-I e-I n 00 O1 M -O O CO N N N ✓1 N N N N N V N 7 7 C 7 7 C V V V M M V CO m N N O ti = N aj 0) V C ✓1 Q C ✓1 R V V V V N V M ti N Ol ti W O n N M M '-' N O p N E x N m N O c ate.+ f6 Q T VCGG ` MV c-I V nM 0M0 NM MM ON NM MM WC tV0 00 p X N V V V N O C N ry W O O Q 0) O O Ol O O W 00 00 n M V N mO C iD n N M V O e-I e-I 00 00 M t0 O f0 O p lD lD lD lD N N M N N N V N 7 V M V V M V V V M M V Z L y ' N � � 0 0 Ol O O W O O n O 00 N O n V O O M V O1 N M n p O � iD � iD � vl iD tD M tD N N � N M tD M M M M M M M V N N V � m m r N m W O c-I M 00 O1 N l0 n c-I M V 00 Q M c-I 00 t0 O Q N N C Q N V V M c-I e-I N 00 00 c-I M V Ol m O N t n V M V e-I e-I e-I 00 00 Ol t0 N O p lD lD lD lD lD lD M M lD N N N V N N V V M N ro 0) n iD m n � N n N n V Ol n N n N e-I N 00 M M M t0 c-I N M Ol e � lD lD lD lD lD lD lD lD lD lD v1 lD lD N lD lD N M M M M M M M N � E N II M 0) O N V 00 Ol M t0 nV N (+1 V Ol M n n 00 V M c-I 00 t0 C N N lD V V l0 V t0 V V -zr N M V M M M M M M V V O N W N Q W e-I M 00 00 N M V m m O N tD N V M V c-I e-I e-I 00 00 O1 t0 O O l0 l0 l0 lD lD lD N N lD N N N V N N V V M V V M V V V M M V N N W 00 n 00 n M 00 l0 N 00 M m n M n N c-I N 00 O M N lD c-I N M O � t0 iD N iD tD iD tD tD iD tD tD N tD � N � � M M tD M N N N N N N O. O N - v m �o N II N N ' Q V a m O W 00 n M V N Ol O 00 lD n V M V •-I e-I e-I 00 00 O1 t0 O O l0 lD r N N tD N N lD V N �+1 7 V N V V N V V V M M V rl N I EL N 0) O m Ol O n M O1 N V � n M N 7 Oi W O lD vl iD M N M O � 00 W r n 00 r n n lD n n lD lD lD lD lD Ifl Ifl lD Ifl Ifl N N M M M O N M C fl. � O N M 00 m O i0 n n M V N Ol c-I 00 n 00 C V M ti N M o0 t0 N D � N n V V r Q 7 lD V V l0 M V � M M Ifl M M Ifl M M Q V O. O N _ 3 N rV V m O W W n M V N M O 00 lD N C M 7 ti W 00 O1 t0 C H O tD lD n lD lD n Ifl Ifl lD If1 M lD V N 7 7 Ifl 7 7 Ifl 7 7 7 M M V E -C N II 1 7 oc, � .-I V t0 M N V n O1 N N V n n 00 m N V Ol W O � vl iD M N M O � O 00 00 n n 00 n n n n n n i0 iD iD iO iD � N � iD N vl N N N N N N O 06 O o0 O o0 O o0 O o0 O o0 O o0 O w O 06 O "O N N N N N N N N N O w N N O-s O In O O O O O O O N IDn 00 '6 E rl N N N N N H rl rl 3 LOW PROFILE QUICKBOLT FOR ASPHALT SHINGLE ROOFS; PATENT #8448407 0 , D � Part # Box Quantity Screw Size 10 Washers; N/A B 17667 10 Bolts; 5/16" x 5.25" 10 Offset L-Foot; N/A 10 Serrated Hex Flange Nuts 5/16" 5830 Las Positas Road, Livermore CA 94551 3948 Airway Drive, Rock Hill SC 29732 Phone: (844) 671-6045 1 Fax: (800) 689-7975 1 www.solarroofhook.com SolarRoofHook is a division of Quickscrews International Corp. LOW PROFILE QUICKBOLT FOR ASPHALT SHINGLE ROOFS; PATENT #8448407 0 I�11P3,� D � Part #17664 5/16-18 X 5.25" 304 Stainless Steel Removable Hanger Bolts 0.39" 0.75" 0. 14"=�F 0.79" 350-400 4.15" Part # 17669 5/16" x 3" 304 Stainless Steel Compression Washer Black 5830 Las Positas Road, Livermore CA 94551 1 3948 Airway Drive, Rock Hill SC 29732 Phone: (844) 671-6045 1 Fax: (800) 689-7975 1 www.solarroofhook.com SolarRoofHook is a division of Quickscrews International Corp. CERTIFICATE OF COMPLIANCE Certificate Number 20171019-E493748 Report Reference E493748-20170817 Issue Date 2017-OCTOBER-19 Issued to: SOLARROOFHOOK, A DIVISION OF QUICKSCREWS INTERNATIONAL CORP 5830 Las Positas Rd Livermore, CA 94551 USA This is to certify that Mounting Systems, Mounting Devices, Clamping Devices representative samples of and Ground Lugs for Use with Photovoltaic Modules and Panels - Component See Addendum Page for Models Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s) for safety: See Addendum Page for Standard Additional Information: See the UL Online Certifications Directory at www.u1.com/database for additional information Only those products bearing the UL Certification Mark should be considered as being covered by UL's Certification and Follow-Up Service. The UL Recognized Component Mark generally consists of the manufacturer's identification and catalog number, model number or other product designation as specified under"Marking" for the particular Recognition as published in the appropriate UL Directory. As a supplementary means of identifying products that have been produced under UL's Component Recognition Program, UL's Recognized Component Mark: ,U, may be used in conjunction with the required Recognized Marks. The Recognized Component Mark is required when specified in the UL Directory preceding the recognitions or under"Markings"for the individual recognitions. Recognized components are incomplete in certain constructional features or restricted in performance capabilities and are intended for use as components of complete equipment submitted for investigation rather than for direct separate installation in the field. The final acceptance of the component is dependent upon its installation and use in complete equipment submitted to UL LLC. Look for the UL Certification Mark on the product. Brucenholz,Director American Certification Program UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC(UL)or any authorized licensee of UL.For questions,please contact a local UL Customer Service Representative at http://ul.com/aboutui/locations/ Page 1 of 2