Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PLANS
Y ... ,, ,F. , , ,_, _ . E iii...i T CI R ,, t`i C 1 i i F2 S , in r_r;,-! A-7,„, , ,, . t., ri VSE Project Number:U1886-1640-191 MAY 032019 April 24,2019 TOVV6.,h OF a.,.EENc' U¢ y Apex Solar Power CO ^4�ri�is=, ;� 1 `L+ELO i $irNT 64 Main Street Queensbury,NY 12804 REFERENCE: Gumuka Residence(421179):62 Northwood Drive,Lake George,NY 12845 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:New York State Uniform Code,2017 Edition(2015 IBC) Risk Category:II Design wind speed: 115 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 50 psf Existing Roof Structure Roof structure:2x6 manufactured trusses @ 24"O.C.(timber grade:SPF#2) Roofing material:composite shingles Roof slope:21° Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"embedment into framing at max.48"O.C.along rails 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(New York State Uniform Code, 2017 Edition(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 as adopted by the 2017 NYSUC 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:U1886-1640-191 Gumuka Residence V L i t (' 111 4/24/2019 E sl i f 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 attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift), the governing load case. 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 as adopted by the 2017 NYSUC. 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.),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 _ NY Firm License:COA0012807 ;-' f NE, , ' '`,1 Al.)tte _,...„,„ isip , \ t..„,,_ , „ __ ti%.le ''''': s.dri*ak. ti :-mow. \4‘,0 09001 , rf OP S5 04/24/2019 Wells Holmes,P.E. NY License:90187-Expires:09/30/2020 Project Engineer Enclosures WLH/ejb 651 W.Galena Park Blvd.,Ste.101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com JOB NO.: U1886-1640-191 Ec.r 0 R SUBJECT: WIND PRESSURE E 11 GI n E E R PROJECT: Gumuka Residence Components and Cladding Wind Calculations Label: Solar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 115 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT&CALCULATIONS: Height of Roof, h [ft]: 15 (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7°<0 s 27° Hip? No Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 30.4-2B (enter largest abs. value) Zone 2 GCP: 1.7 (enter largest abs. value) Zone 3 GCP: 2.6 (enter largest abs. value) a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 Kt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 24.4 Equation 30.3-1 GCP;: 0 Table 26.11-1 (largest abs. value) OUTPUT: P=q,,I(GCp)-(GCp;A Equation 30.9-1 Zone 1 Pressure, p [psf]: 22.0 psf(1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 41.5 psf(1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 63.5 psf(1.0 W, Corner Zones*within a) (a= 3 ft) =�^A - � JOB NO.: U1886-1640-191----T fer, ..._,1),)111, : 1 rl i ; SUBJECT: CONNECTION PROJECT: Gumuka Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. T2ib. Max. Uplift (0.6 Wind) Tributary Area Ibs Force Embedment' [in]: 2.5 (psf) Width (ft) (ft2) ( ) Grade: SPF (G = 0.42) Zone Capacity [lbs/in]: 205 NDS Table 12.2A 1 13.2 4.0 11.0 145 Number of Screws: 1 2 24.9 4.0 11.0 274 Prying Coefficient: 1.4 3 38.1 4.0 11.0 419 Total Capacity[Ibs]: 586 Demand< Capacity: CONNECTION OKAY 1.Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment length. 2.'Max.Trib Area'is the product of the°Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). w .„ e JOB NO.: U1886-1640-191 CT0 SUBJECT: GRAVITY LOADS E r1 G 1 rI E E R S PROJECT: Gumuka Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 1 4.6 Composite Shingles 2.1 1.07 2.0 psf 1/2" Plywood 1.1 1.07 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 10 psf PV Array DL 3 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 19 ASCE 7-10,Table 4-1 Roof Live Load With PV Array [psf] 0 New York State Uniform Code,2017 Edition(201E. w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12): 4.6 4.6 Roof Slope [°]: 21 21 Snow Ground Load, pg [psf]: 50 50 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: II II 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]: 35 35 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No No 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 1.00 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, Ps [psf]: 35 35 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 35 35 JOB NO.: U1886-1640-191 V ri--7i (7 "Th-i:ri''.---.. 1 rn _.,_ __), SUBJECT: LOAD COMPARISON PROJECT: Gumuka Residence Summary of Loads Existing With PV Array D [psf] 10 13 Lr[psf] 19 0 S [psf] 35 35 Maximum Gravity Loads: Existing With PV Array (D+Lr)/Cd [psf] 24 15 ASCE 7-10,Section 2.4.1 (D+S)/Cd [psf] 39 42 ASCE 7-10,Section 2.4.1 (Cd=Load Duration Factor=0.9 for D,1.15 for S,and 1.25 for Lr) Maximum Gravity Load [psf]: 39 42 Maximum Member Forces: LOCATION House GEOMETRY Span(ft) 30.0 (Approximate) Solar Panel Array Start,a (ft) 0.4 (Approximate) Solar Panel Array Length, b(ft) 13.0 (Approximate) Truss/Rafter Spacing(ft) 2.0 MEMBER FORCES Existing With PV Array Ratio Vertical Reaction,V1(Ibs) 1170 1223 104% OK Vertical Reaction,V2(Ibs) 1170 1186 101% OK Existing With PV Array Ratio Moment @ Center, M (lbs-ft) 8778 9012 103% 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 as adopted by the 2017 NYSUC are met and the structure is permitted to remain unaltered. Project Name: Dennis Gumuka SHEET INDEX Project Address:62 Northwood Dr,Lake George,NY 12845 1 SCOPE OF WORK,VICINITY MAP,SATELLITE MAP 2 GOVERNING CODES,NOTES AHJ:TOWN OF LAKE GEORGE 3 ROOF PLAN PHOTOVOLTAIC SYSTEM SUMMARY THE INSTALLATION OF SOLAR ARRAYS AND PHOTOVOLTAIC INSTALLER SYSTEM SIZE:DC STC:9.00 KW POWER SYSTEMS SHALL COMPLY WITH THE FOLLOWING 4 THREE LINE DIAGRAM SYSTEM SIZE:AC CEC:8.13 KW CODES: APEX SOLAR POWER 5 ELECTRICAL CALCULATION SOLAR MODULES:(30)TRINA SOLAR 300W COMPANY ADDRESS: 6 CODE REQUIRED SIGNAGE INVERTER:(1)SOLAR EDGE SE10000H-US000NNC2-S 2015 IRC CODE 64 MAIN ST QUEENSBURY,NY 12804 MOUNTING SYSTEM:SNAPNRACK RACKING SYSTEM 2017 NYS UNIFORM CODE SUPPLEMENT PHONE NUMBER: 7 STRUCTURAL DETAILS 2014 NATIONAL ELECTRIC CODE 8 INVERTER MAP ELECTRICAL INFORMATION: {518)-309-2786 EXISTING �T r7-� o �NSI3U RY 9 MODULE MAP MAIN SERVICE PANEL BUS SIZE:200A LrC�RC3E9V`L'IE'& MAIN SERVICE BREAKER SIZE:200A ` 99(�l '�"' 10 INVERTER DATA SHEET BUILDING INFORMATION: BUILDING CODES DEP Ii r 11 OPTIMIZER DATA SHEET NUMBER OF STORIES:1 `Ay CONSTRUCTION TYPE:V-B Reviewe B " C 12 MODULE DATA SHEET OCCUPANCY:R r„ (J 13 RACKING DATA SHEET ROOF:COMPOSITION SHINGLE {j/ / TRUSSES:2"X6"@ 24"O.C. Date: 6 I"' 14 RACKING SPECS UTILITY:NATIONAL GRID 15 MODULE&RACKING CERTIFICATION APN:52340028816138 ••e°°•°a`.a ex 16 ATTACHMENT DATA SHEET OWNER'S PHONE NUMBER: NOTIFY SERVING UTILITY BEFORE I•• (518)441-6626 ,• �; * 17 SE RAPID SHUT DOWN SPECS ACTIVATION OF PV SYSTEM ." silk.** Solar Power 18 SE RAPID SHUT DOWN CERTIFICATION SATELLITE VIEW VICINITY MAP SCALE:NTS SCALE:NTS Vector Structural Englneenne hes reviewed the existing sWCWre �T with inading from the sorer array and leg sinewem,con ons to the i w z•'•� 4,•�. t rZ♦,r.t.1_ F ;Is • existing Ing from The sdesip oreraratandlegsrwsoncvnnecs to P Af '9:-= },d µ "y/� and all other structure is by others.Electrical o tEncal, pr 4p?-- a2Niectural and all other nonstreaurel aspects of the des/en are S:.cCa?na AcCoitrock Dr ..:-. y A e n o t n e e R a •L y? l' 9,62 Northwood Drive e „":•, :; .,.,e, ,He�,fend 9ea.,s TOWN OF QUEENSBURY ,� ra,.,<L>,PARK r waw.a r.a«o BUILDING DEPARTMENT '" «' r *, . �� Homer Based on our limited examination,compliance t4 Q /' �Yti ��t vl0691jtrl Q r�its shall not be construed as �y.>��.,. r >l, 1t\ Al', aM�tiaad�` ,i /1 �' •1 ,. `1 indtc rag p'fans and specifications arena a * A ,, rrc� '' r ; ��L1 I full compliance with the Building Codi9 of 34 , . =- a - a• 0 \ /'tor, .• 1 New York State.....0r COA0012807 % $+a 04/24/2019 ov yi `s � i}.i �`~ Firm License Number: .dart 'la- a w0'..o .raca 11%.7Aas. ,, VSE Project Number:U188 6-1640-191 li DATE:04.23.19 288.16-1-38 SOLAR-0280-2019 ^^ m4 � ,I II i . ,rEy I f Gumuka, Dennis 1 d i FILE COPY 62 Northwood Dr T N OF QUEE S 3URV Solar Panel Installation COMMUNITY DEVEL�. PMEi°T PM*NOM GENERAL NOTES GOVERNING GENERAL CONSTRUCTION NOTES CODES,NOTES 1,THESE CONSTRUCTION DOCUMENTS ARE BASED ON FIELD INSPECTIONS AND OTHER INFORMATION AVAILABLE AT THE TIME OF INSPECTION.ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OF CONSTRUCTION DETAILS. 2,THE APPLICANT OF RECORD HAS NOT BEEN RETAINED TO SUPERVISE CONSTRUCTION OR INSTALLATION OF ANY EQUIPMENT AT SITE. 3,CONTRACTOR SHALL FURNISH ALL LABOR,MATERIAL,EQUIPMENT,TOOLS,OBTAIN ALL PERMIT AND LICENSES AND PAY ALL REQUIRED FEES AND COMPLETE INSTALLATION OF SOLAR PANELS AND EQUIPMENT. 4. THE CONTRACTOR HAST THE FULL RESPONSIBILITY TO CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS.1 NCLUDING THE ROOF AND STRUCTURE.ANY DISCREPANCIES SHALL BE REPORTED TO THE APPLICANT OF RECORD BEFORE PROCEEDING WITH THE WORK.ANY WORK STARTED BEFORE CONSULTATION AND ACCEPTANCE BY THE APPLICANT 0 RECORD SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE SUBJECT TO CORRECTION BY HIM WITHOUT ADDITIONAL COMPENSATION. INSTALLER 5. DAMAGE CAUSED TO THE EXISTING STRUCTURE.PIPES,DUCTS,WINDOWS,WALL,FLOORS,ETC.SHALL BE REPAIRED TO ORIGINAL CONDITION OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. M.—•. 6. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER INSTALLATION AND COMPLETION OF THE WORK WITH APPROVED MATERIALS. 7. NO CHANGES ARE TO BE MADE WITHOUT THE CONSULTATION AND APPROVAL OF THE ARCHITECT. APEX SOLAR 8. THE CONTRACTOR SHALL OBTAIN BUILDING PERMIT.NO WORK TO START UNLESS BUILDING PERMITS PROPERLY DISPLAYED. POWER 9. ALL WORKMANSHIP AND MATERIALS SHALL BE OF FIRST QUALITY AND IN COMPLIANCE WITH THE REQUIREMENTS OF THE NEW YORK CITY BUILDING CODE,THE DEPARTMENT OF ENVIRONMENTAL PROTECTION Company Address ALL PERTINENT AGENCIES. 64 Main ST dreensbury, 10. IT IS ESSENTIAL THAT ALL WORK PROCEED WITH THE MAXIMUM COOPERATION OF ALL PARTIES AND WITH MINIMUM INTERFERENCE TO THE OCCUPANTS WITHIN THE BUILDING.THE OWNERS DIRECTIONS IN 64 1ain THIS REGARD SHALL BE FULLY COMPLIED WITH. 11. ALL EXPOSED PLUMBING,HVAC,ELECTRICAL DUCTWORK PIPING AND CONDUITS ARE TO BE PAINTED BY GENERAL CONTRACTOR Phone Number: 12. THE CONTRACTOR SHALL PERFORM THE WORK IN STRICT CONFORMANCE W/LOCAL LAWS AND REGULATIONS AND THE NATIONAL ELECTRIC CODE (518)-309-2786 13. THE CONTRACTOR SHALL OBTAIN ALL PERMITS,APPROVALS,AFFIDAVITS,CERTIFICATIONS,ETC AND PAY ALL FEES AS REQUIRED BY THE LOCAL AUTHORITIES. 14. CONTRACTOR SHALL OBTAIN FIRE CERTIFICATION UPON COMPLETION OF WORK. STRUCTURAL STATEMENT NO ADDITIONAL STRUCTURAL WORK REQUIRED @ ROOF SOLAR PANEL CONTRACTORS MUST CHECK AND VERIFY INSTALLATION AND THE EXISTING ROOF IS CAPABLE OF SUPPORTING THE AL JOB CONDITIONS, REPORTDRAWINGS,DETAILS a"„J LOADS OF THE SOLAR ELECTRICAL GENERATION SYSTEM AN SPECIFICATIONS,AND HITEANY °��' ,S Solar DISCREPANCIES TO THE ARCHITECT BEFORE M.lb. NYCECC NOTES PROCEEDING WITH THE WORK. 1.THE SOLAR ELECTRIC GENERATING SYSTEM MEETS THE REQUIREMENTS SET FORTH AND THAT IT DOESN'T INCLUDE ANY EQUIPMENT CONNECTED TO THE SOLAR ELECTRIC GENERATING SYSTEM THAT IS A Dennis Gumuka COMPONENT OF PARTS OF AN NON-SOLAR ELECTRIC GENERATING SYSTEM OR THAT USES ANY SORT OF RECREATIONAL FACILITY OR EQUIPMENT AS A STORAGE MEDIUM. 62 Northwood Dr, 2. THERE ARE NO TREES ON OR NEAR THE SUBJECT PARCEL THAT WILL BLOCK THE SOLAR PANELS,OR WITHIN THE HAZARD AREA. Lake George,NY 12845 TENANT SAFETY NOTES PER&28-104.8.4 TENANT PROTECTION,THE ELEMENTS OF THE TENANT PROTECTION PLAN FOR INSTALLATION OF SOLAR PANELS ON EXISTING ROOF ARE AS FOLLOWS: 1.EGRESS PROJECT#421179 THE PROPERTY WILL BE OCCUPIED DURING INSTALLATION.THROUGHOUT INSTALLATION OF SOLAR PANELS ON THE ROOF AND EQUIPMENT(INVERTER(S)AND AC CUT OFF SWITCH)ON OUTSIDE WALL.ALL MEANS OF EGRESS FROM THE BUILDING WILL BE FREE OF ANY OBSTRUCTION SUCH AS BUILDING MATERIAL,DEBRIS,ETC.ALL ENTRANCE DOORS AND LIGHT IN PUBLIC HALLWAYS WILL BE KEPT IN WORKING ORDER TO ENSURE PROPER EGRESS IN CASE OF AN EMERGENCY. 2.FIRE SAFETY THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FIRE SAFETY TO THE TENANTS IN ACCORDANCE WITH THE FIRE DEPARTMENT AND BUILDING DEPARTMENT.INSTALLATION TO COMPLY WITH 2014 NYC FIRE CODE INCLUDING BUT NOT LIMITED SECTION 504.A CLEAR PATH OF NOT LESS THAN 6 FEET HORIZONTAL WIDTH AND 9 FEET IN HEIGHT SHALL BE PROVIDED FROM THE FRONT OF THE BUILDING TO THE REAR OF THE BUILDING AND FROM ONE SIDE OF THE BUILDING TO THE OTHER FOR EACH 100 LINEAR FEET OF ROOFTOP WIDTH AND DEPTH.SUCH PATH SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1.SUCH CLEAR PATH SHALL BE ACCESSIBLE FROM EACH ROOFTOP PERIMETER ACCESS LANDING REQUIRED PURSUANT TO FC504.4.3. 2.SUCH CLEAR PATH SHALL AFFORD REASONABLE ACCESS TO BULKHEAD DOORS,FIRE ESCAPES,ACCESS LADDERS,COCKLOFT VENTS,SKYLIGHTS,SCUTTLES AND SHAFTS.SUCH ACCESS SHALL INCLUDE,TO THE MAXIMUM EXTENT PRACTICABLE,3-FEET CLEARANCE ON THREE SIDES OF THE SKYLIGHT OR SCUTTLE. 3.A CONDUIT OR PIPE MAY CROSS SUCH CLEAR PATH IN ACCORDANCE WITH FC504.4.7. 4.ANY LAWFUL FENCE OBSTRUCTING SUCH CLEAR PATH SHALL BE PROVIDED WITH A STANDARD 3-FOOT-WIDE GATE,WHICH MAY BE SECURED BY PADLOCK OR CHAIN CAPABLE OF BEING CUT BY STANDARD BOLT CUTTERS,OR SECURED BY OTHER APPROVED DEVICE. 5.WHEN THE MAIN BUILDING ROOFTOP HAS MORE THAN ONE LEVEL,A FIXED LADDER OR OTHER APPROVED MEANS SHALL BE PROVIDED TO AFFORD ACCESS ALONG THE CLEAR PATH FROM ONE ROOF LEVEL TO THE NEXT,EXCLUDING ANY HEIGHT DIFFERENTIAL BETWEEN LEVELS EXCEEDING ONE STORY OR 16 FEET,AND ANY LEVEL WITH A ROOFTOP AREA THAT IS LESS THAN 6 FEET IN ANY DIMENSION. 3.HEALTH REQUIREMENTS ALL DEBRIS WILL BE DISPOSED OF IN LEGAL AND PROPER MANNER,NO DEBRIS WILL BE LEFT ON THE SITE.DUST SHALL BE CONTROLLED WITH THE USE OF DROP CLOTHS AND SHOULD BE REMOVED AFTER • COMPLETION OF WORK EACH DAY,DISPOSAL OF CONSTRUCTION DEBRIS MUST BE DONE ON THE SAFE MANNER.MAINTAIN SANITARY FACILITIES.CONTROL PESTS AT ALL TIMES.CONTRACTOR MUST COMPLY WITH APPLICABLE LAWS RELATING TO LEAD AND ASBESTOS.IF OBSERVED IMMEDIATELY CONTACT OWNER OR ARCHITECT. 4.COMPLIANCE WITH HOUSING STANDARDS DV ELECTRIC,GAS OR OTHER UTILITIES ARE NOT TO BE INTERRUPTED.BUILDING SECURITY TO BE MAINTAINED TO PREVENT UNAUTHORIZED PERSONS FROM ENTERING THE BUILDING.THE REQUIREMENTS OF THE NY SYSTEM CITY HOUSING MAINTENANCE CODE AND MD LAW SHALL BE STRICTLY OBSERVED. '^` As INDICATED 5.STRUCTURAL SAFETY NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE OCCUPANTS.IF THERE ARE TO BE ANY STRUCTURAL CHANGES REQUIRED DURING THIS ALTERATION OR BUILDING NOTICE,A WRITTEN Aeon n,zors NOTIFICATION WILL BE SENT TO THE ARCHITECT TO EXAMINE ANY RISK OF ACCIDENTS WHICH MAY OCCUR DURING CONSTRUCTION.SYSTEM COMPONENTS SHALL BE RATED FOR 110 MPH WINO LOADS,EXPOSURE& DESIGN CRITERIA.ROOF SHALL NOT BE OVERLOADED BEYOND WHAT PERMITTED. 6,NOISE RESTRICTIONS CONSTRUCTION HOURS WILL BE DURING NORMAL BUSINESS HOURS.THERE WILL BE NO CONSTRUCTION WORK DURING THE EVENING HOURS. CONSTRUCTION NOISE WILL BE CEASED AFTER NORMAL WORKING HOURS,LIMIT NOISE TO ACCEPTABLE LEVELS. PHOTOVOLTAIC ARRAY p"°'N... (30)Trina Solar 300Watt Modules BASEMENT (TSM300DDO5A.05(11)) PLAN N ROOF PLAN (1)Solar Edge 10.0 KW Inverter (SE 10000 H-U S000N NC2-S) (30)Solar Edge P320 Power Optimizers UNIT INDEX W �� E (E)200A Main Service Panel {�`� , INSTALLER MS (Inside the basement) 3, ,� ��•� UM (E)Utility Meter 3'Wide Fire S APEX SOLAR Access Pathwa ,.*Ni,elf, POWER (On the exterior wall) I� "t Company Address: (N)Solar Edge 10.0 KW Invertery�/ ���{{{ 64 Main ST Queensbury, (Inside the basement) 3'Ground y,j {f, \ NY 12804 (N)41) BOA Non-Fused AC Disconnect Access '_fit Phone Number: (Inside the basement) eglit (518)-309 2786 411) (N)60A Non-Fused AC Disconnect CrOC\LLL���(On the exterior wall) Solar PV Array#2 18 TrC\ Pina tch:21 r 300W ' :..apex JB (N)Junction Box 18 P320 Optimizers Pitch:21 Deg EMT Type Conduit Orientation:250 De• '-3000 is^ventitaticn �• Solar Power �,�� Setback -/;/pIA Fire Setback 3p Ground ©',�I —II Dennis Gumuka r —1 Ventilation Setback .4' \illir t� 1 62 Northwood Dr, '� �� Lake George,NY 12845 I i Ground Access a '" PROJECT#421179 LJ Dormer Vent 3'Wide Fire Access Pathwa Q :::tr::uie r O ���ltt ,—S- 3'Wide Fire 1,�, Chimney Access Pathwa iFh{ 1ttLt'"'�' l"L`L�--l+ll p 1161111 B.O.M. n 3'Ground 00°1 Module:x 30 Trine 300W TSM300DD05A.05(II) Acreun Inverter:x1 Solar Edge 10.0 KW SE7600H-US UT—® Optimizers:x 30 P320 Power Optimizers Solar PV Array#1 Non-Fused 60A AC Disconnect:x1 12 Trine Solar 300W Attachment Q-ty:98 Quick Mount E-Mount 12 P320 Optimizers 11111 Ground Lug Q-ty:16 Pitch:21 Deg "•"` NSYnEN End Clamp Q-ty:32 Orientation:250 De. „� 0.5 INDICATED Mid Clamp Q-ty:44 SCALE — Rails:x24168"SnapNrack Ultra Rail 0.VRIL 23,Z000 5 20Ft -� 3 FROM JUNCTION BOX TO ROOF EAVE EMT TYPE CONDUIT WILL RUN OVER THE ' ROOF AT 3 112"HEIGHT,THEN UNDER THE EAVE TO PV EQUIPMENT 1 10 Comm W. SOLAR EDGE 10.0 KW ELECTRICAL KEY 2 STRINGS OF 15 MODULES MODEL# SE10000H-USo00NNC2-S Positive Conductor THREE LINE EACH CONNECTED TO P320 OPTIMIZERS AND REVENUE GRADE METER Negative Conductor DIAGRAM 30 TRINA SOLAR 300W SOLAR MODULES WITH INTEGRATED RAPID SHUTDOWN GroundingConductor 30 P320 SOLAR EDGE POWER OPTIMIZERS A_1(4)#10 AWG PV WIRE A.2(4)#10 AWG THHN Max Input Voltage:480V (1)#6 AWG BARE CU EGC (1)#6 AWG THHN GRN ——— Neutral Conductor FREE IN THE AIR 3/4"EMT CONDUIT j j j j j j ® Neutral Bar j + -°/° Ac ® Ground Bar 4 j % %�� / / ®./`�'.� Fuse IDL I �I ® fhT . ® ® JBOXBY6" 3R ��^ �I1 1I� s^BY 6" —L1 JI INSTALLER l O I \� O —N ---- -1 POWER LAR C I I _ Company Address: 0 I I +— / 64 Main ST Queensbury, ® ® o I I I I - -o o DC NY 12804 i I I — Phone Number: uuuII1iN) O ' i 0J V V • V V U \f �••^� Rated DC Power -32r0 P32watt , ev Rated DC Input Power-320 watts „,,..------1-..... Maximum Input Voltage-48 Vdc B_1(3)#6 AWG THHN _ —J,> ......... Solar Power MPPT Range-8 to 48 Vdc (1)#6 AWG THHN GRN ,-........— Maximum Input Current-13.75 Adc 3/4"EMT CONDUIT �' Maximum Output Current-15 Adc String Limitations-8 to 25 Optimizers, Dennis Gumuka 6000 watts STC per string maximum PHOTOVOLTAIC SYSTEM 62 Northwood Dr, 60A NON-FUSED o Lake George,NY 12845 AC DISCONNECT, 8 G NN NOTE:UTILITY METER IS PHOTOVOLTAIC SYSTEM LOCKABLE,VISIBLE 0 0 SEPARATE FROM MAIN SERVICE PANEL 60A FUSED AC DISCONNECT 120/240V PROJECT#421179 EXISTING 200A MAIN WITH 2x60A FUSES, NEMA 3R,120/240V SERVICE PANEL 120/240V IERCING TAPS I 1 1 UM IILIER o-E/- I r + Z 200A ` •000 I i " MAIN CB f— B.1(3)#6 AWG THHN I 1 B.1(3)#4 AWG THHN 3/4"EMT G THHN GRN EMT CONDUIT I r (1)#6 AWG THHN GRN Notes: m 1"EMT CONDUIT 1.Workspace in front of ac electrical system components I's,Ze, M. W SYSTEM shall be in accordance with utility and nec requirements. 4---- J 2.The system is transformer less and ungrounded us INDICATES TM.r 8 G All the photovoltaic systems wires that on the roof and r. L+L2N 8 )0001— side of the building shall be protected against physical damage open.23.coca 2 N EXISTING GROUNDING SYSTEM Grounding specs:Snapnrack has a UL1703 Listed integrated grounding. UTILITY Connection to the Interior metal water piping No additional ground lugs and copper wire are needed(See integrated shall be made within 5 feet from the point of grounding spec sheet on page#13) entrance.250.68(C)(1) Nnwl Hobe STRING CONFIGURATION ELECTRICAL CALCULATION b b b a a a a a a a INSTALLER b b b b b a a a APEX SOLAR POWER b b b b a a a Company Address: 64 Main ST Queensbury, NY 12804 b b b a a Phone Number: (518)-309-2786 :::apex Solar Power Dennis Gumuka PV SYSTEM SPECIFICATION P320 POWER OPTIMIZER WIRE SCHEDULE OUTPUT CALCULATIONS Lak 62 Northwood e George,NY12845 30 TRINA SOLAR 300W MODULES [A.1] FROM PV MODULES TO J-BOX PROJECT#421179 MODEL#TSM300DDO5A.05(11) + - (1) 300°300E=9,000E (4)#10 AWG PV WIRE+ #6 AWG BARE CU EGC PVSYSTEM MAX DC OUTPUT: 1 SOLAR EDGE 10.0 KW INVERTER FREE IN THE AIR PV SYSTEM MAX AC OUTPUT: MODEL#SE10000H-USUS000NNC2-S ,J L_, (30)TSM300DDO5A.05(II) PER INVERTER:2 ' [A.2 I FROM J-BOX TO INVERTER (1)SOLAR EDGE SE10000H-USUSOOONNC2-S NUMBER OF STRINGSSolarEdge Power Optimizer P320 (4)#10 AWG THHN+(1)#6 AWG THHN GRN, Pmax(PTC Rating)PER MODULE:273.7W NUMBER OF SERIES IN STRING 15 Rated DC Input Power-320 watts 3/4"EMT CONDUIT 273.7 W*30=8.21 KW NUMBER OF SERIES IN STRING b:15 Maximum Input Voltage-48 Vdc MAXIMUM CURRENT:15*300W/400V=11.3 A 8.21 KW'99.0%CEC INVERTER=8.13 KW MAX DC WATTAGE:95.300E=4,500W<=6000W MPPT Range-8 to 48 Vdc CONSIDERS CONTINUOUS:11.3 A*1.25=14.1 A Maximum Input Current-13.75 Adc SHORT CIRCUIT CURRENT:14.1 A'1.25=17.6 A MAX DC VOLTAGE:480V Maximum Output Current-15 Adc RACEWAY HEIGHT FROM ROOF 3 Z"(TEMP-22+31=53°C) String Limitations-8 to 25 Optimizers, AMBIENT TEM FACTOR 0.76 6000 watts STC per string maximum EXTREME LOW TEMPERATURE:-29°C ADJUSTED CONDUCTOR AMPACITY-17.6/0.76=23.2 A 0.8 INVERTER SPECIFICATION TRINA 300W SOLAR PANELS#STC MORE THAN 3 CCC TORT.FACTOR- WIRES)8=29. ADJUSTED CONDUCTOR AMPACITY-23.2/0.8=29.0 A WIRE SIZE FROM NEC TABLE 310.15(b)16-10 AWG PEAK PWR TRACKING VOLTAGE=400 V AMBIENT TEM FACTOR 0.71 PER NEC 310.15(b)(2)(a) CEC EFFICIENCY =99.0% SHORT CIRCUIT CURRENT I-SC =9.64A 113.1 I FROM SE 10.0 KW INVERTER TO FUSED DISCONNECT ENCLOSURE: NEMA 3R MAXIMUM POWER CURRENT I-MP =9.19A (3)#6 AWG THHN+(1)#6 AWG THHN GRN """ P"SYSTEM MAXIMUM INPUT CURRENT =27.0 A OPEN CIRCUIT VOLTAGE V-OC =39.9V 3/4"EMT TYPE CONDUIT ,r MAXIMUM OUTPUT CURRENT =42.0 A MAXIMUM POWER VOLTAGE V-MP=32.6V MAXIMUM INVERTER OUTPUT CURRENT :42.0 A rs INDICATED MAXIMUM INPUT POWER =15500 W CONSIDERS CONTINUOUS:42.0 A*1.25=52.5 A '.- APRIL23.2019 MAXIMUM OUTPUT POWER =10000 W TEMPERATURE ADJUSTMENT-52.5 A/0.91=57.7A - CONDUCTOR SIZE FROM NEC TABLE 310.16-6 AWG [B.2] FROM FUSED DISCONNECT TO MAIN SERVICE PANEL (3)#4 AWG THHN+(1)#6 AWG THHN GRN 1"EMT TYPE CONDUIT 4 DNw,_I NOW CAUTION CAUTION CODE REQUIRED O AUTHORIZED SOLAR O SOLAR DC CURRENT PRESENT PV ARRAY CAUTION CAUTION ONLY! DURIR TO BE S SIGNAGE (STICKER TO BE LOCATED ON CONDUIT WITH DC CURRENT POWER TO THIS BUILDING IS ALSO SUPPLIED EVERY 4'HORIZONTALLY OR FROM THE FOLLOWING SOURCES WITH WARNING! 10'VERTICALLY AND 1'FROM J BOX DISCONNECTS LOCATED AS SHOWN: O ELECTRIC SHOCK HAZARD. EACH SIDE OF A BEND) 1 3 IF GROUND FAULT IS INDICATED, O INSTALLER NORMALLY GROUNDED 1 O CONDUCTORS MAY BE OOT DISCONNECT 2 ��—••-- UNGROUNDED AND ENERGIZED. (� DC PHOTOVOLTAIC POWER SOURCE 1 ATED MAX POWER POINT CURRENT-11.3 AMPS i APEX SOLAR ATED MAX POWER POINT VOLTAGE-400 VOLTS MAXIMUM SYSTEM VOLTAGE-480 VOLTS INVERTER POWER SHORT CIRCUIT CURRENT-17.6 AMPS 'if applicable Company Address: 64 Main ST Queensbury, NY 12804 SOLAR PV ARRAY 3 Phone Number: 101111or ON ROOF ® WARNING! INTEGRATED (518)-309-2786 PV SYSTEM EQUIPMENT ELECTRIC SHOCK HAZARD. DC DISCONNECT LOCATED INSIDE THE DO NOT TOUCH THE TERMINALS. 5 BA EMENT I '� 1 O TERMINALS ON BOTH THE LINE AND PV SUB-PANEL ONLY ® O tilt LOAD SIDES MAY BE ENERGIZED IN O �� ,. - F�1. THE OPEN POSITION. •.R�"•�.` ER,ICE PO NT 11 rt' (TO BE LOCATED ON •f•:;a p @ X SUB-PANEL ONLY © Solar Power WHEN SUB-PANEL IS �.. •w— o DEDICATED FOR PV ONLY) PV SUB-PANEL if applicable Dennis Gumuka 0 • AC DISCONNECT THIS PANEL FED BY O ® 62 Northwood Dr, IllibL O 0 +AC PHOTOVOLTAIC POWER SOURCE ® MULTIPLE SOURCES 11 Lake George,NY 12845 iliria RATED AC OUTPUT CURRENT:42.0 A MAX (UTILITY&SOLAR) O 1 O6 NOMINAL AC OPERATING VOLTAGE:240 Vac '�. `���: N PROJECT#421179 ■ SUB-PANEL II 'if applicable SOLAR PV ARRAY w �� — E WARNING •N ROOF it O SOLAR 1 O INVERTER OUTPUT CONNECTION.DO NOT O 11 1 O S RELOCATE THIS OVERCURRENT DEVICE (STICKER LOCATED Address:62 Northwood Dr,Lake George,NY 12845 INSIDE PANEL (STICKER LOCATED NEXT TO SOLAR BREAKER) INSIDE PANEL AC Permanent directory or plaque providing location of service disconnecting BELOW PV BREAKER) DISCONNECT means and photovoltaic system disconnecting means,if not located at the •if applicable same location.(Plaques shall be metal or plastic,with engraved or machine O printed letters,or electro-photo plating,in a contrasting color to the plaque. 7 Plaques shall be permanently attached to the equipmenq or in the required location using an approved method that is suitable to withstand the environment to PV LOAD CENTER SIZED FOR PV which it is exposed.Plaques and signage shall meet legibility,defacemet, EAKERS ONLY OR RENDERED UNABLE PHOTOVOLTAIC SYSTEM 11 0IS EQUIPPED WITH exposure and adhesion requirements of Underwriters Laboratories marking and .ACCEPT ANY ADDITIONAL LOADS. RAPID SHUT DOWN labeling system 969(UL969). METER no. Ev SYSTEM (STICKER LOCATED ,.... ON THE PV SUB PANEL) MAIN SERVICE AS INDICATED PANEL ..' APRIL 23,2019 Plaques will have red background&white lettering. 0 0 6 0m.ml W. MOUNTING PLAN STRUCTURAL TRINA 300W DETAILS Roof Trusses Attachments 48"O,C Roof Trusses Attachments 48"O,C 6,' 2"x6"(a124"O.C. SnapNrack Ultra Rail 2"x6"@24"O.C. SnapNrack Ultra Rail 75'-11" 39.1"--- INSTALLER i- , llllllY7�- oni APEX SOLAR 1I- .. tJ I / I A I I 1. I ;I e 15-3" POWER Si P T I , Company Address 20'�" I I I 20'-3" 20.3e I 4 'I 64 Main ST Queensbury, Solar PV Array#2 - NY 12804 18 Trine Solar 300W + / \ I r _ Solar PV Array#1 Phone Number: I �� I I I I 12 Trine Solar 300W 518 309-2786 Pitch:21 DegN../ ^'—1 Vector Structural Engineering leg n,the wnneWolNs structure me I I �— I Pitch:21 Deg ( } Orientation:250 Deg etd sting framing.The design or the racking system.connections. /I Orientation:250 Deg and all other structure ts by others.Electrical.mechan architectural.and all other nonstructural aspects of the design are 19,-0" other:. 16-6„ NOTE:MOUNTS ARE STAGGERED 'of ®/ECTOR •::`'':apex HOB\ E n a ;°n E E a a `�R. Solar Power ATTIC DETAIL / --' °"— =E-ATTACHMENT DETAILS �� ° pttlI�� w) F1rTnLicense Number:COA0012807 Dennis Gumuka Attachment `'t,�r)fl' 262 Northwood Dr, Solar Model- / VSEProjectNumber:U1886-1640-191 n, Lake George,NY 12845 Roof Trusse `r ? TINS EDGE TOWARDS 9 � { �F0 090101 , ROOF RIDGE 2"x6"@24"O.C. / '`A!�OFESShO*- e.�) THIS EDGE TOWARDS PROJECT#421179 Q �� 5'-0" 04/24/2019 I ROOF RIDGE 6" �;I I BASE MOUNT ASSEMBLY SOLD 2� 0 �% SEPARATELY(OMTR-BM) 431)1,-8„ 1'-8„ 12'-0" 12'-0" 0 -' WEIGHT LOAD CALCULATIONpmpmp... Niir ,/ MODULE WEIGHT(Ibs) 41.0 I 0 W7 #OF MODULES 30 TOTAL MODULE WEIGHT(Ibs) 1230 RACK WEIGHT(Ibs) 246H- NO. DESCRIPTION ON. 1 CAP SCREW,SERRATED FLANGE,HEX HEAD. 1 OPTIMIZERS WEIGHT(Ibs) 42 611s'-16 x 1'urlc•zA,GRADE e,ZINC 2 POST,1.25'OD X 4',6W3•T516063-T6,MILL 1 TOTAL SYSTEM WEIGHT(Ibs) 1518 WASHER,SEAIDNG,,66'ID X 1.114'6, ^^ vv SYSTEM I S EPDMSONDEDSB 1 #OF STANDOFFS 98 4 FLASHING,REPLACEMENT TILE,WTILE,.626' 1 ""' As INDICATED CONE,ALUMINUM,MILL COLLAR, MAX SPAN BETWEEN STANDOFFS(in) 48 4 COUNTER FLASHING,1-114'ID S EPDM 1 ar APRIL 23,2019 LOADING PER STANDOFF(Ibs) 15.5 6 WASHER,FENDER,6116'ID X 1'OD,18-8 SS 1 TOTAL AREA(sq.R) 540 AVAILABLE INANODIZED CLEAR ANODIZED, AND BRONZE FINISHES. 7 WASHER,SPLIT•LOCX,5116'ID,18-8 SS 1 LOADING(PSF) 2.81 8 CAP SCREW,a'�S55116'-18X 1'UNG i Gerorol 9.00 KW DC(STC) MODULE 30-TRINA SOLAR 300W MODULES(TSM300DDO5A.05(II)) MAP 1-SOLAR EDGE SE10000H-USUS000NNC2-S 30-P320 POWER OPTIMIZERS INSTALLER APEX SOLAR POWER Company Address: 64 Main ST Queensbury, NY 12804 Phone Number: - (518)-309-2786 Solar PV Array#2 - 18 Trina Solar 300W 18 P320 Optimizers Pitch:21 Degpe x Orientation:250 Deg Solar Power Dennis Gumuka 62 Northwood Dr, Lake George,NY 12845 PROJECT#421179 Solar PV Array#1 " PV SYSTEM 12 Trina Solar 300W .. 12 P320 Optimizers as Irvo,ureo Pitch:21 Deg avw,za,zo,s Orientation:250 Deg .. [FOR INSTALLER USE ONLY] 8 Dnensi NPI� 9.00 KW DC(STC) 30-TRINA SOLAR 300W MODULES(TSM300DDO5A.05(II)) INVERTER 1-SOLAR EDGE SE10000H-USUS000NNC2-S MAP 30-P320 POWER OPTIMIZERS INSTALLER APEX SOLAR POWER Company Address: 64 Main ST Queensbury, Solar PV Array#2 NY 12804 18 Trina Solar 300W Phone Number. 18 P320 Optimizers (518)-309-2786 Pitch:21 Deg Orientation:250 D ex Solar Power Dennis Gumuka 62 Northwood Dr, Lake George,NY 12845 PROJECT#421179 Solar PV Array#1 12 Trina Solar 300W 12 P320 Optimizers Pitch:21 Deg Orientation:250 De. INVERTER PV SYSTEM AS INDICATED AA. APRIL 23,2019 9 corm.No. INVERTER DATASHEET (1) solar" e •R - Single Phase Inverter solar- ® 1 cr with HD-Wave Technology for North America LL SE3000H-US I SE3800H-US/SE5000H-US/ INSTALLER Single Phase Inverter F— SE6000H-US/SE7600H-US/SE10000H-UUrS/SE11400H-US ��•� with HD-Wave Technology I5EI0009.0SISE3800H•USI5E5000R-USISE6000e-US15E7600H•US15610000H-US I 611400H-USI APEX SOLAR O TPDT for North America LI—i 3800 @2AOV WOOD/240V POWER Rated AC Power Output 3000 3800@ 240V 5000 ����08V 7600 10000 11400 VA SE3000H-US/SE3800H-US/SE5000H-USI / May.AC Power Output 3xU 3300 29Av sw 5000amp 7600 10000 11400 I VA Company Address: bCOutputvohage Min:elam.Max. g300�,],g$V s000 amp t 64 Main ST Queensbury, SE6000H-US -US/SE10000H-US/SE11400H-US (;gp„gptvolta ' ' a` NY12804 AC0 Ipu1VoltageMln:flornhax s ✓ Vac Phone Number. 1.211 24p-zpq). i 59.3 60-605u H: AC Freguency lNomineI) (518)-309-2786 Maximum Continuous Output Current 14 - 24 - - - A f 'Maximum Continuous Output Curren[ 4 us 16 21 25 32 42 47.5 A G DThreshold 1 A N solov LTS' ,wfJ, c i 'LINENMonfeartng,'standing Protection, Yes • ole0i l Country coonourableThresholds :.'''..apex T,.�-�.::." a INPUT e 1, Maximum DC Power002400 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power e208V - I 5100 I - I T15tl - I - I - ^_•• Solar Power . . Transformer Input Ungrounded Yes rwrraaw ;-1 .� Maximum Input voltage 480 Vdc E 6 Nominal DC Input Voltage 380 400 Vdc b C9 Matlmum Input Current 208V 9 - I 135 - Gumuka _:= Maximum Input Current4e240V 8.5 10.5 f 13.5 , 15.5 20 27 I 30.5 Adc Dt:nnisGumuka •••• Max Input Short Occult Current 45 Adc t, INV i Remorse-Polarity Protection Yes 62 Northwood Dr, Ground•Fauh Isolation Detection figlka Sensitivity • •••• r Maximum Inverter Efficiency 99 I 99.2 % Lake George,NY 12845 •- / `A,j CEC Weighted ERIUency 99 % '' Nighttime Power Consumption 42.5 W *„ • ADDITIONAL FEATURES 5upportedCommunicatonInterfaces RS465,6themgt,ygepe(Opnpnalb Cellular Ioptienall PROJECT#421179 �I Aeugnp-g Greve O;,,QN51 C32.30 G.FP lv a J4, Rapid Shutdown-HOC2014and201] Automatic Rapid Shutdown upon AC Grid Disconnect 69012 ,�, i'�I STANDARD COMPLIANCE' O Saety UL3741r UL3743 5F4 UL36998,CSA C22.2,Canadian AFCI according to Tit.MOO • Grid Connection Standards IEEE354],Rule 2lr flute l4(HU l t" ' - "" -- '� Emissions FCC Part 15 Class III _ N - INSTALLATION SPECIFICATIONS ACOutpu005rd 3/4"minimum(14-6AWG 3/4"minmum 14-4AWG '-OC'nput CondNl.................. 3/4"minMum/1-25UIngs/14.6AWO 3/4x minimum/1.3 strings) AWCI Rpngg ld-6 AVfG Optimized installation with HD-Wave technology Dimensions with Safety Switah(HeWue) 17.7 x14.6 x 6.8/450x370x174 21Sx16.60285{540x3]0 i^/min r Specifically designed to work with power optimizers Weight with Safety Switch 22(10 125.1/11.4 I 26.2(11.9 38.8/17.6 lb/kg rr Record-breaking efficiency [aoimg Natural con„ecnon I Natural sconvection ,tlBA-.,_ 4r Fixed voltage inverter for longer strings .oyemnn&Temperature Range -13 to+140/-25 to+6d^f40'F/4o'C optionl°I ITC' *Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017,per article 690.11 and 690.12. Prot0nion Rating NEMA3R(Inverter with Safety Switrltl »111.17415A certified,for CPUCRule 2lgrid compliance �9loye°urevionnyour emrtioviLI»mrrx`O°ww0p0" r Extremely small �� :OCatiiesN;"sumrriwwnatlPONliwr°,nnndry enra6 de,aa4as40 rwr.> rf o-r�xr,mrea.,,nre�...eA High reliability without any electrolytic capacitors ■ w guilt-in module-level monitoring ll till d MIL ` "____ «"Outdoor and indoor installation wave w Optional:Revenue grade data,ANSI C12.20 Class 0.5)0.5%accuracy) • R®HS »•r PV SYSTEM `d. www.solaredge.us AS INDICATED ad. APRIL 23.2019 w10 11 general Nola OPTIMIZER DATASHEET CC solarW solar- • �: a SolarEdge Power Optimizer ._e_ ® ® � n 9 P INSTALLER ._._. N Module Add-On for North America P300/P320/P370/P400/P405 APEX SOLAR SolarEdge Power Optimizer P300 P320 tfgrN;„w� r P400 P405 i -- POWER • (fm608)mod-. IforM modeler 60 higher-power (fg720110) IfmOdulelm elm) 6Pcell modules) moaale:) modules) modules) Company Address: Module Add-On For North America f._. INPUT - 64 Main STQueensbury, - - - Rated Input DCPowerol 300 I 320 370 400 405 k W NY 12804 P300/P320/P370/P400/P405 ; 0— , Noe Maximum `age A8 60 80 125 f Vdc Phone Number: Noce Operating MPPTopelatlngRange 8-48 8-60 8-80 125-306 Ode (518)-309-2786 —'--"" -'_—""— ---_- ""-"- _---- Maximum Short Circuit Current Ilse) 10 11 10.1 Adc Maximum DC Input Current 12.5 ( 13.75 12.63 Adc M Maximum Efficiency 99.5 N W� Weighted Efficiency 98.8 14 Wountsultn&e category II • • . OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING 50LAREDGE INVERTER) Maxlmum0utputCurrent 15 I Adc :„...,...).........a eX Maximum OutlulV0a8e 60 I 85 I Vdc `.;- OUTPUT DURING STANDEY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER ORSOLAREDGE INVERTER OFF) SOIar Power O Safety Output Voltage per Power 1 i Vdc rope Ir•a mom • Optimizer 3 /1 STANDARD COMPLIANCE. - IN. w L CL EMC FCC Dennis Gumuka 1 safety MC62109.1 class II safety),U11741 ao.`� IRoHS NSTALLATION net 62 Northwood Dr, WrD°'RY F a INsrALLATN)xsPEopiCAiloxs Lake George,NY 12845 -I1 tno %-s o( Maximum Allowed System Voltage to vac 'i ri�*w x,,Jl Compatible inverters All SolarEdge Single Phase and Three Phase Inverters Izsx 3szx35/ 1zax 3szx so/ /f/ Dimensions(lNxtx Al 128x 152 x2].5/Sx S.97x 1.0H 6x5.97x 1.37 5%5.97x 1di6 mm/in 1 / '.1' / Weight(including 630/L4 750J7.7 845/1.9 gr(Ib PROJECT#421179 1 ' fie _ Input Connector MC4Compatlble Amphernsf AH4 MCA Compatible /;. Double Insulated: l'`.. Output Woe Type/Connector Double lnsul5f2d;MCA Compatible MC4) Double Insulated;MCA Compatible Amphenet AH4 • Output Wireengt Lh I 0.95/3,0 12/3.9 m/ft Opera)ing,Temperature Range I -40-u85/-40-+185 1.,;5,1;F.... Protection Rating IP68/NEMA6P ' Relative Humidity ( 0-100 I % Kane see paw,of Lne module.1...of upto 411,pover to..... PV SYSTEM DESIGN USING SINGLE PHASE SINGLEPHASE THREE PHASE108V THREE PHASE48OV », A SOLAREDGE INyantalt. HD-WAVE ` -- - - - Minimum String Length (Power opbmiutrst1 Maximum String Length 25 25 SO PV power optimization at the module-level (Poweropnmisers) Maximum Power perSWno 57Wfkl Ifi0wtth I 5250 6000 12750 W +e lip to 25%more energy 5E7600H-US) x+Superior efriCienCy(99,5%) Parallel Strings of Different Lengths Yes or Orientations -Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Oor ,mom m*wnegJoro nonontrto:lntan..e.a=narexaMnwa.hunrwommn.•m�$u.df nur .Flexible system design for maximum space utilization rot moue e 1PaNNVnA'I`aNVP600)mmN one mmn. Fast installation with a single bolt - -- -Next generation maintenance with module-level monitoring __..,. '�° wsntcN d Module-level voltage shutdown for Installer and firefighter safety 1/ �.• µ -. CE CO +1 • As INDICATED USA-CANADA-GERMANY-ITsut'tfANCE-WPAN,CHINA-AUSTRALIA.THE SenrtaLANDS•UK•ISRAEL-TURKEY-SOUTH AFRICA-BULGARIA-IHAA wwwsolaredge.us Per APRIL 23,2019 y 11 A Goa.Nalw MODULE DATA SHEET Mono Multi Solutions ALI.M/�1X�'I�LUs9 YikX FRAMED 60-CELL MODULE 1 1 • THE • • ADDUCTS PwRnwKE EIEC1166.ALDATA/3TO 15M-0OOSA.08))O za9305w i5M.0005A950a ns-30Gw Pak PowaWAusVw IWpr 1 ns I 263 I .5 I DO ( 2. ' 300 I30s ALLMAX1''pLusf Powero 1pwTan aP.W 616 9a6 ( �....INSTALLER umPoweuVwngo-We•M II.> )Ie 0213 323 326 329 • CAMnlAONSOfNbOONLOn.Mwa1 Maximum PowerCurlen,Mw IN BN 69 9.01 1 9.39 9.26 FRAMED 60 CELL MODULE I 7-t - OpenCrtukVWM9eVmM 3 j 3 3. 39.> 3..9 203 APEX SOLAR w _` P IA slmcn ChMiCunmNcW , 936 9.35 950 935 98a 9.72 POWER ,Q "er gmodmeuraal.y Th38) ; 958 v., . n.0 so ,a3 ,aaCompany Address: Ili --` ,m:n,:6ra,mpaa e29C/9Mm - Nw,w,. 64 Main ST Ciueensbury, Q CELL • 4 NY 12804 • i EuclmcALDATAINOCII Phone Number: MONOCRYSTALE1NE MODULE Y Max2nu3Pewe.>,a1wp1 ` m5 209 I 012 I 216 I 220 I 223 1 2v (518)-309-2786 _-_ wa .9.0.9owervolugavwm 1 293 Nib 299 3. 7 7 5' 0 W 00.3C9)99 ve1....374 1 3.0 363 I 3.6 323 )23 311 3A3 j Openbcuk Volu9Wo.M 360 )V 333 POWER OUTPUT RANGE -- -S skoNC6wtcNpam.w a 1 ISs s93 7a7 n 236 3sa ,Oi�� -. w. ..aw�r.maa6m..a�b.3pr.01m. :..;.:a�ex - -� Maximize limited space with top-end efficiency i �Ic Solar Power 1 p CO +AJ •Upto186W/Ins Pawer density wlx wirnt 335000Nlcrao373 rw.a•..,. 8.6/d •LowtMmvlcoeflclentstorgreanerenergyprOductlonuhigh Solar celu I Mon«ay5311131sa35a 1sa.7smmis6nche.3 MAXIMUM EFFICIENCY operating temperature <enaNnndon m339301 Dennis Gumuka -- ®,w,-,__ Moduli Dlmendan. t950.992 a 35 mm,65.63393 x1.N1rcM0 r •� Wet. 166k91918W1 62 Northwood Dr, 0"ie-I'5 W Highly reliable due to stringent quality control I Lake George,NY 12845 ��/z���yY\I/� •Over 3011,house tests(W,TC,HF.and many more) d, 33 nm,N.,3bNe.l,Mgn Tnnsmis.lon,A9C.A6TemperedStasi POSITIVE POWER TOLERANCE q.� -In-housetesting goes well beyond certif4Uonre9Dh!meets j eamll eet Whitt mD05A011111t •PID tesistant L - Mack(DDOSA0511D1 •100%EL doable Inspection PROJECT#421179 inme Black Ana..Alum..Alb A09 36300na0005A.M110) rounded.1997 TMa3mM 1.6.16 '<1a6M I 2W•e6)ao7a 9b fora.Irran3191'.w N�1 }Boa 1.671.966 rated 12e6e91c3.voee0en6mwk6ar proton haul Ceb4a Phmowhak TM,3.0370pW 2339010.0061Mus'3 bawaan6.01anowOadWMa3PVlanduN • -..> Certified to withstand the most challenging • tico6M.Nlewq.weM.Tm.aWbtn ,environmental conditions 1000mn 09Alnd,ea pv.MYurtglbetll.Mnbath.10.•Awe. �.�,j�,J' 6V 0391.Oi PV6g0.21362N5 p*6..• ndaPtlm d3og03nw S*23.335 'Or •b188Pa wind load eaa.. uu mnmPhn01IMnnz Med.n.w,aM•wns03Tavr,wmz. .54tx1Pa snow load .. awe, 92_4•wl3AVh.03er 0bedb...0 , als.. ikeT733 TYpelorlype3 uneedLwwwutuulaaeloaabeneu wk, •35 men haltuones at 97 kmAl wlwkaaaouLeirmewa..reaw wee, ap u; TEMPEOOIURE RATINGS MA3IM.UO3 MT3NGs u-woe-z..n,.T............. NOCTnawa .e.,. aantaau., ae'C132'CI operau -a3 olwl7emperatule <0s•C Comprehensive Prates �`", And System CerNfieates t t. a *aces a a Temame,eCarclemaPe. •11.391,z Maximum s7nem.0.6. WON.OM IEC6,2137EC637364IL17e3A1326330186.63716 TempemareCoet0030)dVo , •62565PC 000VDC NU 130300a awe,6buaMu,alAltbm WCMw30FNMa0L 21803M TempenlureCoefhdent0163 ',OAsw.PC 66,9982330u.e113033 j 15A/or276190W 501.061:6,31.0119090A1Y019amM3 Sloan ,m 601.06.cauwaaa3aMta MAhr]9S303W 395333o. .. ua.. M onAs)aom:omlwwawa,wswwr., cmmana+.umuec,.�maan 61....anasela+ LINEAR PERFORMANCE WARRANTY 1+ 03•a .w tG 1arwNadlLtwanwM).nTwlYlwhwacWrlwlly RAm MOW..CONFlGUMnON W la L I L�J a. A,.{ryt » _ i 10yeallotlu Wodu, IVpWarranty Mw 003390 w30 Ilea. I�'d� V `rtwAq,i e a m a u n yetearo meryanrynn Medwe33NA0'c9m01nen630 Pieces 1so I�°22 ,�, .;. a 99a911 TN/SYSTEM Mb k aLq l �ipE SY n AS INDICATED ea m a CAU1.6:62ADE7YANDINSTAlUT10N1M1013gN3EUOPE0NNG76E99OgK T7•11�50(ar TWLMe.Wnnry M SWl3ardStepWananry T■■ _Wlar nImMA009u resmred 5p66n0ons MtlWedln43dansneeae subject.Na.geMmonrolke. F11.3017_C wtnalarwm No APi1,L 23,2029 y 12 RACKING DATASHEET Snap rack- Ultra Rail The SnapNrack Ultra Rail Solar Mounting Solutions is a sleek,lightweight rail solution for mounting solar modules on the roof. The Entire System is a Snap to Install .k�ar w tJ INSTALLER •New Ultra Rail Mounts include snap-in brackets �� Ultra Rail for attaching rail ��• •Compatible with all the SnapNrack Mid Clamps _ ? APEX SOLAR and End Clamps customers love POWER •Universal End Clamps and snap-in End Caps provide a clean look to the array edge Company Address 64 Main ST Queensbury, NY 12804 Unparalleled Wire Management Phone Number. •Open rail channel provides room for running (518)-309-2786 wires resulting in a long-lasting quality install �� >,. •Industry best wire management offering 3 includes Junction Boxes,Universal Wire !..-��--- Clamps,MLPE Attachment Kits,and Conduit ✓� ✓ Clamps ;:••:•:apex •System is fully bonded and listed to UL 2703 Solar Power Standard ....�..... IOW The Largest Span Capabilities of any Light Rail Solution Dennis Gumuka This table was prepared in 62 Northwood Dr, Ultra Pall.UR-40 Rail System Spans compliance with applicable Lake George,NY 12845 engineering codes and standards. Emmumngi®rgi®mingitTiI®��llla®mid Values are based on the following: E --■- ---ii---.-..r. The Ultimate Value in Rooftop Solar ©����-����---�-��{ PROJECT#421179 ASCE 7-70 •Chapter30WindLoads& �ME�� M�M���MME��� Chapter 7 Snow Loads ©IIIIIIIIIIIMMENEIMINIMMIIIIIIMIMIr i Industryleading Wire �/A Mounts available for all •Roof HeigSlope::0-3 ft EI����MM��=M�����1-' g „` ®�NIMMMIMMIN������11Ele •Roof Height:0-30 ft �-■------------- { Management Solutions roof types •Exposure:B Roof • Z Zoone::7 _ ®IIIIIM1111111111111111110M111111111111111111MIN11111111111BIL{ •Module Orientation:Portrait ` m1111■1.11MMEIMBEIM1111111111.1111111111Ei • •Roof Type:Comp raimm umminu �����m1 : An install experience Compatible with all Visit detailedSnapNrackcomfor �' m������������1♦��� spantebresandce for ©���mmimimm� minninim unlike any other " Series 100 Module EmmummumminommaimmL 1117 Clamps & Accessories System Span Key 0 ''�====�-=_�=== Start Installing Ultra Rail Today Ae RESOURCES snapnrack.com/resources Quality. Innovative. Superior. py SYSTEM SnapNrack Solar Mounting Solutions are engineered to optimize material use and DESIGN SnapnraCk.COm/COnfigurdtor labor resources and improve overall installation quality and safety. "51N°14 INDICATED WHERE TO BUY snapnrack.com/where-to-buy 877-732-2860 www.snapnrack.com contact asnapnrack.com °Y MR L23,3a19 sr 3 Dowel N.W RACKING SPECS _ mI o�x SNAPNRACK STANDARD RAIL SPLICE 4:',i III I rI;1..7 �u SN.PNBACK STANDARD RAIL SPLICE 101R,.1103' SN:PNRACK BONDING.)CLAMP co Ma: =A.ti,tI IY.Ad� SNPPNRACK BONING MID CLAMP vzo==.,-.s--- P""` A ^-,=- - a•-- z2m0.22xuzosl 242.040sz.za.0xan. A� "-'0----=m5-" 442.Bzmo.24xa2Bstz.a02012.x4zuzosl, A� """00=-...-4? - .A�x�MExm z4z.IM01..xz-owls LAMA NA��2w.dU14,2.x-0401S 22w 220si.z.zu2054,2.zm0se.z.2.I2mr .T 242.029s..1.2w20ss.2.2-02054.24:a205/ -.mo.;,y;,rp...�x, 11.w -1 'x.:4•, .7c t,'....,t".,.,.,, — INSTALLER -,fass...sz_o.s, L2..sr. s 1 " 1 016u ?rr +w FJ \e y t `�i _ ,,. >w N« APEX SOLAR 1Py "s ! ' _ ; POWER Company A e,, _ ,..a2� Company Address: ( �� '(•'� r. 1 64 Main ST Queensbury, NY 12804 a x~ 9�/ { �, Phone Number. ( r „ (518)-309-2786 5.105 ex oULM o erw.H.c.4 o,1Nlwwxlitt. E�4,R„A« — eK. " P°oIAD«a`""OKAPI —,s. ''•.•7 Solar Power gemuraci • W. MO 089E5 MINIMA nA O M.N./HEM 0.P,.4IXAp0:xm JDD.T' uuR,NAUN002® a.PNI.. L9a.„: 3. " Ru N. Fllfl.11i .J„ w▪EIGRNI. 09NDSIONOINx w � a ALL D:BDG:9x4INI0D:E4 Dennis Gumuka PAI.. 4MP� D wP PxxPa P w4 Pam.w 62 Northwood Dr, MC/W. I0 SNAPADK GROUND LUG an, Beat^et"1,A.Z. SNNRMCK GROUND LUG OM.n 1'O1 k r'I.f" SNAPNRACK BONING ADJUSTABLE END CLAMP u.wm.a -il,I I.i I.4.1 SNAPNiACK BONING ADJUSTABLE END CLAMP M-W.. I, il' Lake George,NY 12845 Mn.:O rnmxwwa. MO.iay. ..m N.wml�: I¢nvw 20222022,22121 I¢nc 9x mxw mIL z4zazwl A ° ,,, x.2ux+m A ".-.. x.xmoes.x.zmaes.zwamm,xwaxma A T-- .-, iz :.x-mass.x.202080.TI2010BT.x xaxOBe N4 _.K .,,,_„ e _-_ —' —_-_ c I . W'' PROJECT#421179 �.ch. ' rid ( ` "M ',) ` - A �� I II ' I k I1Ej 4 °"y i , ,Jr.;... � BLACK '.-' 2Nx.03aJ. .: BUM MM., DESCRIPTION 11-6.110T. 11E9011911011 DV o .A4re, ., '""w.03 Ra4.0LT.LD,O,Nr` EWP ,.:a un.unl;IwxM A u� k9.411,vAa SOO a ,_ '=�a00.5 P wx.wNAw4a if 41OR�: a01M19101.15:xINw4 = wD01R e'er o,r o.Ip »,0 �RJ.aA oo=w 4INRBowlx D® �� I*rw PV SYSTEM liltrilr MY WEI 13 � AS INDICATED NY APRIL 23,2019 w 1 4 SnapNrack UL 2703 Fire Classidutioni Attachment t of 1 SNAPNRACK UL 2703 • .0 Mil ME C ER TI fleaTI0 MC 111REGTCRY 59313 • FIRE CLASSIFICATION Qices, lamps Mounting Systems,s Mounting P Devices,Clamping Devices elNl Ground Lugs for Usa with Photovoltaic Modules and Panels Mounting Systems,Mounting Devices,Clamping Devices and Ground Lugs for February 2015 Use with Photovoltaic Modules and Panels As of January 1st.2015 many jurisdictions are _ ae far la.sro Wenn.s..sa.,lice...rumam oelw e emnmt„s re trot Mtn mx Mtn .cal ter ma now enforcing codes based upon updates to LaYenn.w the International Building Code(IBC)and UL Standards1703(modules)and 2703(mounting ... eare084SOUDIuwuee nmats 5990 systems).The language included in the 2012 IBC // _ter 5510 requires that the combination of roof mounted .ei setasaaeo,sue as 5001190 solar modules and racking components is to be considered a system(IBC Section 1509.72). ee.eeeaassa at we Nechareol pure Additionally,it requires that this system shall _ meet or exceed the fire classification of the roof 7e/� Iw aa„Wa 10000 (A,asg is«sarpwhM.Mnmu assembly. rly..0taleu«.«fie 11500. The objective is to ensure that the PV system as R - la).met to lam: does not adversely affect the fire rating of the roof.Roof surface fire ratings are classified either A, Ee AEC S,M,lS:115521e,lua:as,R®aa,REC..11.11004 B,or C;Class A being the most resistant to the spread of flame. . . ass s59[sMM1erGE ) ..... st9 a Since the physical characteristics of the PV module(material.thickness of glass.etc)also ems' potentially affect how a fire will act,modules are now tested and assigned a"type"baud upon envoi envy Ind..Co PM these characteristics and spread of flame test results.There are 15 total module types.Types 1. eis-t—tt0 sees-ms-means,Rn-10usa,n15-101Fn. 2 and 3 represent differences in the module composition and Types 4-15 are the same module 1410149151G, slOaMos.eswau5s,vis-data.XIS compositions as Types 1-3 with differing fire test performance. ms10e.M0 Fas-Ic40/0.roeec,111509910 San um.00 elms m. 10.501110 ao,sae..G,ers-t0ssc,e.eit-ta,ee012501c, modules, Series 100 has been Certified fora Class A fire rating with Type land Type 2 sotw HsWowes his. 051, modules,in accordance w, the standardsisset forth in UL1703/2703be and IBC 2012.in order t0 maintain this classification,the SnapNrack mounting system must be installed per the UL-approved 9040, i s>Sa ea-szws-se eats•swam.,wss s.o,FLgallation Manual.Because the test was conducted with the modules at 5lnches from the roof 14.52asUM..55. melcsFM srs5z5ssGe-tws.M.o-else surface(worst case scenario),there is no restriction to the standoff height. W.wM.011 ae Max Olt orNet Attachment 1 is the SnapNrack OlMS File which is accessed through the UL Online Certification m,.,um...woe Sens-t000wzym, Directory,or available here:SruNimrk n1M5 File 2Vm,Xa1a4aU5e,xzlsFaY/ae,iozuoa fse, ise.m.a1/ee,trmorear m,real-avaa ataue-zvlw, The full SnapNrack Series 100 UL Test Report is available by sending requests to And R 0Vaa.199.2Vee,1051M-aV541a®R-aNak aorzerae5naonrgek anal 1Seates w - JCa�5s+21/56,aCaaFbVa0. 5.2L sow.an0 eel.vY-a4 SSA,ttsc.a5pe6SM4 I1e-a500t-,55 9065-5-aaL/45 ffi.5-91SM'naitrSlSmy 15.1. Snap rack e155-50000,05990104-500.00- ���er- ,prtass5oix�tra4Wt550.Wf- m 5p.�p�-a�aa.�a,prta „ 025102500 Ba....90.YLa009101 (877)732-2860 wo SnapNrack.com 0515070,111510090, oast 29e,110000e,nrwzse,nasa-a00ae,..asss-z.. r bre bre Cer,!iic,,te >',Approval Appendix to Certificate No:MCS PV0183 Issue:5 Changzhou Trine Solar Energy Co.,Ltd. Changzhou Trine Solar Energy Co.,Ltd. No.2 Tian He Road.Eiectronics Park, TSM-265700509 'Pv:ycryste(ine MCS PV01831561 New District,Changzhou, TSM-2707005.08 1 Photovoltaic Modules MCS PV0183/562 • Jiangsu.213031. Ty4.275F00508 v J MCSM6183/563 I. P.R.China — _.—.e. --- ISM-250P00;50 PoNcrystaRine MCS PV0183fiW tl. TSM•255P005.50 Photovoltaic PAodules MCS PV0183/565 7 . .... •-.. .... 157.4.260PC9550 MCSFV0183/566 g::. 75M-265008550 MCS PV0183/567 i MCS 010-Issue 1.5 TSM-27OP00193 MCI EV01133/568 Generic(artery Production Control(FP()Requirements TSM-275P005.50 MCI Pv0183/569 tMCS 005:Issue 2.3 TSM-300P014 MCI FV0183/570 ^xp Product Certification Scheme Requirements.Photovoltaic Panels 15M-305P014 Polycrystalline MCI P/0183J571 '. ISM-310PDi4 Photovoltaic ModulesMCS PV0183/572 £££. _ . .. . ................... T5M-315F014 MC51630183/573 T5M-320P014 vT__^. _ _ MCI PV01831574 Products TSM-2700005A00 MCS FY0183,575 7SM-27500050M MCS PV0183/576 Please see Appendix for details fsm.2s0000sAy8 MCS PV0183/577 ISM-2850005AM Monom/siailine Mrs D/0183/578 ISM-2901)005AM Photovoltaic Modules MCI PV0183/579 TSM•2950005AN) MCI PV0183/580 ISM-3009005A8U MC5 P0101831581 TSM-3050005A111) MCS 730183+582 ISM-310080505) MC5 7301831583 TSM-3158605A113 MCS P70183/584 Res celebaR deypend is maintained and held nieee through periodic'mew end verification Tluscenif reandappeMaiseeutaned and heldmtmeethrough periodkleaessandienflavon A. The products rserl in Ma certificate and appenue are certified ihrough the agreement between The products fated in lhi500rlifkafe and appendix alecerefmd through rheagreement between BRE Globe:Ltd and TUV Rheinland Energ.e rind Omitelt GmbH Tovn.arEa ERE Global Ltd and T(IV Rheinland Energy and Omweb GmbH Laura Cram 19 February 2016 04 April 2014 LauR Urtren 19 February 201b P1 Apri12014 -/-' ,use Irrsicsu in 05.105c4.ge•e^5 wlcdazvx cite othe0n0 Sc'..: 'aun:1iK..__.ersn:vrsraaras.•r4v5 pseolnuw pee (.Muria- -. ifaa4t v"an / .a. c.i5 \45. / MC5r��/ ,/ pm aN x.5,,,,r000,109,00,0w� T ,90-1 _ o. y.micAire<„wr. a.w 009,0,0149 1.51.1 Br 095950 11 F.5e 1 dal O Be 5M.u11.14 z014 E.r„/-r:a.,,i 00 aS Din 0PE 09011.4.99 till f- I ' r • ZApd...e • n_ , •mp 1 .. : g 3m rn o 3I •'we'eY ' t O 0 e • ozo53 MX re Z z : cl - " o • p a(� c r a�r(-1) ? zo o jai = �/R ' y � n ♦Zm e XI frig `°▪ a isfu Z Ln mj� P Dow.Nola ATTACHMENT DATA SHEET E-Mount I QMSE E-Mount Installation Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, REM drill with bit,drill or impact gun with socket. TH6 EDGE TOWARDS ROOF RIDGE NO DESCRIPTION QTY. I FLASHING,9"X I2'X AP.. 5052 MILL 1 WARNING:Quick Mount PV products are NOT designed for and should NOT be used to anchor fall protection equipment. INSTALLER 2 OBLOCKCIASSIC,A360.I CAST ALMILL I 3 HANGER BOLT.PLAN CENIER 5/16'X6' i ' ;.. r m'�a-- 4 WASHER,SEALING,5/16"IDX3/4"OD, i ,a- 7rd feulfe EPDM BONDED SS APEX SOLAR RACKING COMPONENTS 5 NUT,HEX,5/16.18,UNC•2B,18-8 S5 2 • rr .:-' NOT INCLUDED W,��FLAT,19/64.1D87/B-ODif1/8' n ('2ndf6Bne POWER •• 0 6 EPDM 1 _ -d. ..•. _ 7 WASHER,FENDER 5/16'ID X 1'OD,181 SS 1 Company Address 12.00 0 ® 64 Main ST Queensbury, 8 WASHER.SPUF-LOCKS/16-ID.188 SS 1 �.n NY12804 0 0 f^ / Phone Number: 1.25 07 _ _ 1slmune (518}309-2786 3.00 O Locate,choose,and mark centers of rafters to be Carefully lihcompositlan roo>� th roofing Insert flashing between let and 2nd course.Slide i I 0 mounted.Select the courses of shingles where bar,just above placement of mount Repave nails up so top edge of flashing 1s et least 3/4•higher r mounts will be placed. as required.See"Proper Flashing Placement'on than the drip lige of the 3rd course and lower 4.50 .�' next page. flashing edge bove Me drip edge of 1st course. .• apev900 thark center nthedehing. •ee."apex ,, © Solar Power 2.25 ti ;,� rr+.-eew 40 1.29 QulckMouliPV Dennis Gumuka TIME / / '�,, 62 Northwood Dr, QMSE:QMPV E-MOUNT " Lake George,NY 12845 AVAILABLE IN MILL AND _ `:`1 • D FINISHES !A,c no ton ca e Ran REV �, L A I n aaa o: 2 PROJECT#421179 BRONZE ANODIZE 1lshg drill with oar tel drill pilot hole Into roof Clean off any sawdust,and fdl hole wIth sealant slide flashingInto reha bolt pogo Pepe Tan Leg Bon Specifications and rafter,taking o care d drill square e.Dr to the roof. compatible with roofing materials with do nut and sealing washer.Insert Into ti hole spads<c,smy spa Hell peraIwsaaoewn srsemanre,Itoeca eeda Donor ore mloakansaafllgWnsiDrib should l be and drivehanger rtoque.08lork stag rotating 'long style bit;aka'aircraft extension bit'to drill a easly.Do Nl3Tover twgw. Dwain Po-.Lam 3'deep tole into rafter, poug1as317 bum AO nos 233 Ewwelmannsprvm,Wapepob Pee earl irrtranele9 AB r You are now ready for the rack of your ,om Ps weeps .e 705 �. 'asres•.� choice. Follow all the directions of ,. I the rack manufacturer as well as the Spruce,en.r, 42 GIS8. module manufacturer. Eproe-Nw.Fr IE or 2 MOOG psi and Noaor Grades tram era MEW so 733 20e All roofing manufacturers'written sa.c.Amelmewooaew.Rexos2oos,me 111A1131A - o Moles: � f instructions must also be followed Moles: wtbeembMdetl Ina reneror other smitten!mormemner. ,,A.,d / by anyone modifying a roof system. 21See NOS Table lls.ic for required edge distances Consult the roof mnnnfatturer'e specs and Instructions prior to touching e the root, Quick Mount PV Insert EPOM rubber washer over hanger bolt Into Using the rack kit hardware,secure the racking RESPECT THE ROOF bled, (L-loot)to the haunt using torque specs from Aar W SYSTEM narking manufacbaer.Ifrackkg manufacturerdoes not spedfytorquesening,tighten to 13 fUbs. 81723-26 Mar•2014,Rev3 BI723.26 Mar-2014,Rev 3 r' AS INDICATED Ir APRIL 23,2019 Mad 6