SOLAR-000643-2016 i --
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SOLAR-000643-2016 Date Issued: Thursday, December 1, 2016
This is to certify that work requested to be done as shown by Permit Number SOLAR-000643-2016
has been completed.
Tax Map Number: 308.16-2-4.2
Location: 319 CORINTH RD
Owner: Gregg Laber,Green Mountain Electric Supply
Applicant: Nick Pasco
This structure may be occupied as a: Commercial Solar Panel System
No Rafter Upgrades By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the n /�
property owner of the responsibility for compliance with Site Plan,
Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
QL
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: SOLAR-000643-2016
Tax Map No: 308.16-2.4.2
Permission is hereby granted to: Green Mountain Electric Supply
For property located at: 319 CORINTH RD
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: Green Mountain Electric Supply Solar Panel-Commerical $145,600.00
Owner Address: 319 CORINTH RD Total Value $145,600.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Apex Solar Power
64 MAIN ST
Queensbury,NY 12804
Plans&Specifications
Commercial Solar Panel System
No Rafter Upgrades
$30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,September 22,2017
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of Qury; /� Thurs ,S to r 22,2016
SIGNED BY: dlXl[/l �dJ for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
ACCESSORY STRUCTURE APPLICATION
Received
DATE 5/2611 Tax Map ID
Tax MAP ID 30e)„ I t., _ Z-g ,y Permit No. 5QLFtC.-W 3- ?1A
ZONING Permit Fee iajo�us.1 )066
Rec Fee
HISTORIC SITE _Yes No Approvals
SUBDIVISION NAME Lot# /
APPLICANT !J7�QCY1 /{'Ibry��Nin E1�r�inL J� OWNER Crco4 Lobtr^ /� 1
ADDRESS //J�h /Orinfh Ropd ADDRESS OG G bu, hi6 I��W,,j
oyfen� /yr )il'o4 S{. Albans✓ yT os�qg
PHONE 7 I�- M_ SOBS PHONE W- 51q-q110 1
CONTRACTOR A p Y a 50'p r COyey- COST OF CONSTRUCTION(EUSTIMATEDI: $_ I L[3, 00
ADDRESS: Vi /,/,�nGirl s{, BUILDING ADDRESS: (brinfh lkloa
Lens b.ry . NY wow
PHONE: JII ' 3jq - zgyb n(� II
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE JG✓e H U lin PHONE W- 96I- YZS3
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
Boathouse 1`r floor sq.ft. 2nd floor sq.ft. Total sq.ft.. Height
Boathouse with Sundeck
Deck S
Detached Garage(#of cars
Dock
Pole Barn
Porch-open
`•Porch-3 season, Covered,Enclosed
Shed I
Other Accessory Structure(s) - Se lar Arra C Olin Sjr. J.rt 7 L If 7-
Considered
Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone
DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the
application, plans and supporting materials are a true & complete statement description of the work proposed, that all work will
be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with
local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of
occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
✓I have read and agree to the above: Print Name: G ri t q La�c r Date: % ld l6
�7 �f
Signature: Date:
17
Town of Queensbury Building&Codes Accessory Structure Application July 2014
ACCESSORY STRUCTURE APPLICATION (Requirements, Notes, Changes)
REQUIREMENTS:
1. Two (2) sets of the following documentation with the application and fee:
a) Plot plan drawn to scale with the use of a survey map, if possible (40 scale=40 feet)
b) Indicate proposed structure(s), showing setback dimensions from all surveyed property lines
c) Show location of all existing structure(s)on the property
d) Show location of water supply(well or water lines)
e) Show location and configuration of septic disposal system or sewer line.
2. Structural drawings to include: Floor plan; Foundation plan, Cross Sections, Elevations
3. Registered Architect or Engineer's stamp, signed&sealed for residential additions/alterations and any commercial
construction costs over$20,000
Noyes:
1. A permit must be obtained before beginning construction
2. This permit is for any structure other than residential principal structure (house) to include, but not limited to: garage,
shed, dock, deck, carport, pole barn, greenhouse, etc. Refer to Informational Brochure No. 3 —Accessory Structures—
Sheds/Fences.
3. Changes to Plan —Any changes prior to or during construction will require submittal of amended plans (review and re-
approval are necessary)
4. Withdrawn Permits: 20% of the initial fee is retainable by the Town. No fee is refundable after 1 year from initial
application date.
5. Additional review: All applications are subject to Zoning Administrator, Code Compliance and Structural Plan Review.
CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011 (INFORMATIONAL):
Residential Building Code
• New driveway requirements for structures located over 300 feet from main road
• Spray foams are allowed to be exposed in rim joist box only, must be covered by 15 minute thermal barrier all other
areas;
• Protection against decay requirements
• Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing
oversteps
• Vent stacks must be 18 inches minimum above roof for all structures
New Electrical Requirements
• Arc fault breakers required in all habitable spaces for receptacles
• GFI protection for all other receptacles in kitchens, bathrooms, garages and unfinished basements
• All receptacles must be tamper resistant
• Carbon Monoxide detectors must be located within 15 feet of sleeping areas;
• All corrugated stainless steel piping must be bonded to the common ground for electrical service
New Energy Code
• Blower door tests required by credential contractor or structure inspection by air barrier supplier and certified compliant
• Programmable thermostats required
• Lighting must be 50%energy saving light bulbs
• Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit
• ResCheck inspector's checklist must be available at time of insulation inspection
2
Town of Queensbury Building&Codes Accessory Structure Application July 2014
FILE COPY
KEVIN J. WOOD, P.E.
CIVIL&ENVIRONMENTAL ENGINEERING
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September 14,2016
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Mr.Nick Pasco V �
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Green Mountain Electric Supply Q 0 C/)
319 Corinth Rd _1W
Queensbury,NY 12804 O LI a c
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Re: Solar Panel Project— Green Mountain Electric SFP / LJ�p N IY
319 Corinth Rd,Queensbury,NY0 � o
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Dear Mr. Pasco: r 0
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I've completed my review of the proposed solar panel installation on the building at the subject p i p
location. Per your request, I determined whether the existing zee purlins would adequately support the M e J U
weight imposed by the addition of the solar panels. I also calculated the expected forces due to wind
load,which can be used to determine roof mounting requirements.
A site visit was conducted on August 23,2016 to obtain relevant measurements and to identify the
secondary roof framing. Visual inspection was limited considerably by the presence of rigid insulation
panels mounted to the bottoms of the purlins. The building is a single story, 6-bay,pre-engineered steel
building manufactured by the Package Steel Company with approximate dimensions 120'xI00,x 20'
high. The roof is a low-rise gable,pitched from the center of the building. The primary roof framing
consists of steel rafters, spaced 20 ft in the project area. Perpendicular to the rafters are 8"zee purlins
spaced at 4 ft on center. A standing seam metal roof is fastened to the top flanges of the purlins. Using
calipers the purlin thickness was measured 0.11",or 12 gage.
According to information provided by Green Mountain Electric: The panels will be ReneSola model
JC310M photovoltaic panels mounted to aluminum racking. The racking will be secured to the metal
roof with Corruslide standing seam clamps.
A summary of my evaluation follows:
Attempts were made to identify the year of manufacture and to locate the building plans. A Town of
Queensbury records review yielded no information. Attempts to contact Package Steel also yielded no
information. A review of historical aerial photos puts the construction date between 1983 and 1990.
Attempts to obtain technical data from Package Steel for the roof purlins yielded no response.
Factored load methodologies (per New York State Building Code) were used to evaluate the roof purlins
for their existing load condition, as well as that resulting from the addition of the solar panels. The
purlins were evaluated as a 6-bay continuous beam with uniform distributed loads.
The existing roof loads were determined and the maximum purlin shear(V)and moments(M)were
calculated. The maximum shear and moments were then compared to the maximum allowable shear and
moments. Since we were unable to obtain specific technical data from the manufacturer for these purlins,
we used maximum allowable values for typical comparable zees from other manufacturers (ABC and
Steelox). Next,the solar panel loading scenario was checked,with the maximum expected shear(V)and
moments(M)being calculated, and compared to the maximum allowable shear and moments.
3 HORICON AVE,GLENS FALLS,NY 12801 (518)796-1859 KJWDI I(GMAIL.COM
GREEN MOUNTAIN ELECTRIC 9/14/16 - PG 2
Next, using the procedures in ASCE-7,the expected wind loads were calculated. The lateral force due to
wind(shear force)was determined to be 88 lbs on each panel. The net vertical (uplift)wind force was
determined to be 337 His on each panel.
Finally,the proposed roof connection was evaluated against the calculated wind forces. Load test data
was obtained from Cotruslide, the manufacturer of the standing seam clamps. The clamps have allowable
capacities of 156 His parallel to the roof seam(i.e. lateral direction)and 233 lbs normal to the seam(i.e.
vertical or"uplift"direction). Correlating the expected wind forces with the clamp capacities,it was
determined that a minimum of 1 clamp per every 0.7 solar panels would be required.
In conclusion:
The existing purlins should be capable of handling the additional solar panel array load. A copy of the
calculations and assumptions is enclosed.
It's recommended that the racking system be secured to the roof using the Corruslide standing seam
clamps at a minimum ratio of 1 clamp per 0.7 panels installed.
Purlin twisting and web crippling are common problems associated with pre-engineered steel buildings.
It is recommended that the roof system be periodically inspected for the presence of these and other
conditions(i.e. splice failure,deformation). Again,the presence of the insulation panels renders thorough
inspection difficult.
All solar system components must be installed in accordance with manufacturers' instructions. The
contractor shall provide a watertight seal around any roof penetrations,and the solar system must be
installed in a manner which does not interfere with roof drainage.
Because of the low profile of the panels against the roof(10 degree angle), there isn't expected to be
significant snow drifting resulting from the installation of the solar panels. As with any roof however,it's
recommended that the owner not allow buildup of snow or ice on the rooftop.
Please contact me at(518) 796-1859 if you wish to discuss this project further.
Sincerely,
Kevin J. Wood,P.E.
F NE6y
yCP KEVIN J. F
WOOD
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GREEN MOUNTAIN ELECTRIC STRUCTURAL EVALUATION PREPARED BY:
319 CORINTH RD SOLAR PANEL PROJECT KEVIN J.WOOD, P.E.
QUEENSBURY, NY SEPTEMBER 2016 PAGE: 1 OF 2
ROOF DEAD LOAD(D)= METAL ROOFING(ASSUME 24-26 GA): 1.5 PSF
8"BATT INSULATION: 2.0 PSF
(1.5+2.0)X 4'PURLIN SPACING= 14.0 PLF
PURLIN WT(FOR 12 GA,8"ZEE): 4.7 PLF
TOTAL D= 18.7 PLF
COLLATERAL LOAD(C)= 1.5"RIGID INSULATION= 1.5 PSF
ELECTICAL= 1.0 PSF
MECH/HVAC= 0.0 PSF
(d 4'PURLIN SPACING: TOTAL C= 10.0 PLF
ROOF LIVE LOAD(S)= PER ASCE 7-10:
GROUND SNOW,Pg = 50 PSF
TERRAIN CATEGORY= B
EXPOSURE= PARTIALLY
EXPOSURE FACTOR,Cc= 1.0
THERMAL FACTOR,Ct= 1.0
SNOW IMPORTANCE FACTOR,Is= 1.0
FLAT ROOF LOAD,Pf= 0.7 X Ce X Ct X Is X Pg=35.0 PSF
PURLIN SPACING=4',SO S= 140 PLF
SERVICE LOAD(L)= 25 PSF=100 PLF
BLDG WIND LOAD(W) PER ASCE 7-10:
RISK CATEGORY= II
BASIC WIND SPEED= 90 MPH
DIRECTION FACTOR Kd= LO
EXPOSURE CATEGORY= B
SURFACE ROUGHNESS= B
TOPOGRAPHIC FACTOR Kzt= 1.0
GUST EFFECT FACTOR G= 0.85
VEL P EXP COEFF Kz= 0.62
W= 0.00256(Kz)(Kzt)(Kd)(VA2)= 12.9PSF= 51.6PLF
SEISMIC LOAD(E)= DISREGARD FOR PURLIN-ONLY EVALUATION
LOAD COMBINATIONS
1) D+C+L = 129PLF
2) D+C+S = 169 PLF
3) D+C+0.75W+0.75L = 143 PLF
4) D+C+0.75W+0.75S = 172 PLF
5) 1.03(D+C)+0.713 = 30PLF
6) 1.04(D+C)+0.75E+0,2S = 58 PLF
7) 0.6D+W = 63 PLF
8) 0.57(D+C)+0.7E = 16PLF
EQUATION 4 CONTROLS
CHK EXISTING CONDITION-CALCULATE MAX SHEAR&MOMENT W/ABOVE LOADS
COMPARE AGAINST MAX ALLOWABLE SHEAR&MOMENT
ASSUME 55 KSI STEEL.TYP 12 GA 8"ZEES
8"ZEE PURLINS,0.11"THICKNESS FIELD MEASURED W/CALIPERS(12 GA)
6-SPAN CONTINUOUS BEAM,UNIFORM DISTRIBUTED LOAD
MAX POSITIVE MOMENT OCCURS OVER END SPAN,MAX SHEAR OCCURS AT INTERIOR SUPPORT OF END SPAN
W= 172 PLF = 0.172 K/FT
L= 20 FT
Mmax= 0.07929 WLA2= 5.5 K-FT < 7.7 K-FT ALLOWABLE,OK
Vmax= 0.5 WL= 1.7K < 8.5 K ALLOWABLE,OK
GREEN MOUNTAIN ELECTRIC STRUCTURAL EVALUATION PREPARED BY:
319 CORINTH RD SOLAR PANEL PROJECT KEVIN J. WOOD, P.E.
QUEENSBURY, NY SEPTEMBER 2016 PAGE: 2 OF 2
CHK PROPOSED SOLAR PANEL LOADING CONDITION —
SOLAR PANEL ARRAY WT= PER PANEL MFG,RENESOLAR,PANELS MEASURE 6.4'X 3.25'AND WEIGH 59.5 LBS EA.
THEREFORE PANEL LOAD= 2.9 PSF
ALUMINUM RACKING =0.6 PSF
TOTAL ARRAY DEAD LOAD= 2.9+0.6= 3.5 PSF L 4'PURLIN SPACING= 0.014 K/FT
W= 0.172+0.014= 0.186K/FT
Manus=(0.07929)(0.186)(20^2)= 5.9 K-FT < 7.7 K-FT ALLOWABLE,OK
Vmax=(0.5)(0.186)(20)= 19K < 8.5K ALLOWABLE.OK
- NEXT CHECK SOLAR PANEL ARRAY CONNECTION TO ROOF
FROM ABOVE,WIND LOAD,Qz= 12.9 PSF
HORIZONTAL PROJECTED AREA—SOLAR PANEL= At= 20.5 SF
COS 10=X/6.4 >> X=6.3'
6.3'X 3.25'= 20.5 SF
VERTICAL PROJECTED AREA—SOLAR PANEL= Af= 3.6 SF
SIN 10= X/6.4 >> X=1.1'
1.1'X3.25'= 3.6 SF
FOR LATERAL,SINCE Af<0.I B X h,USE GCr= 1.9
BUILDING WIDTH NORMAL TO WIND.B=120'
EST BUILDING HT,It= 20'
LATERAL WIND FORCE.Fla= Qz(GCr)Af= 88 LBS PER PANEL
FOR VERTICAL,SINCE Ar<0.1 B X L,USE GCr= 1.5
BUILDING WIDTH NORMAL TO WIND,B=120'
BUILDING WIDTH PARALLEL TO WIND,L=100'
VERTICAL UPLIFT WIND FORCE,Fv= Qz(GCr)Ar= 397 LBS PER PANEL
NET VERTICAL UPLIFT= 220—PANEL WT 59.5 LBS= 337 LBS
CHK ROOF CONNECTION:
PROPOSED ARRAY CONNECTION= STANDING SEAM ROOF CLAMPS BY CORRUSLIDE
PER MANUFACTURER,ALLOWABLE CLAMP CAPACITIES= 156 LBS LATERAL
233 LBS UPLIFT
CLAMPS REQ'D TO RESIST SHEAR= 156/88= 1 CLAMP PER 1.8 PANELS
CLAMPS REQ'D TO RESIST UPLIFT= 233/337= I CLAMP PER 0.7 PANELS
UPLIFT CONTROLS DESIGN
ASSUMPTIONS&LIMITATIONS
This study was limited in scope to the load impacts of the solar panel arrays on the roof purlins,and a wind load analysis for the solar panel
racking connections to the roof. This report does not constitute a full structural evaluation or wind load analysis of the entire building envelope.
The steel building frame(i.e.primary framing)was not reviewed as part of this evaluation.
Space limitations and obstructions precluded a detailed reconnaissance of the roof system. As such,the following assumptions are made: I)the
continuous purlin splices are adequate.2)purlin clips are present at the supports and are adequate,and 3)all purlins are 12 gage,8"zees,55 ksi
steel.
The manufacturer-provided solar panel frame,components and racking were not evalomed as part of this project. This includes the connection of
the racking to the standing seam roof clamps.
02/02/2017 02:25PM 15856242399 CEIS INC PAGE 02/02
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TOWN OF OUEENSBURY
BUILDING &CODES
{` ELECTRICAL CERTIFICATE
rP�Y
COMMONWEALTH ELECTRICAL.
INSPECTION SERVICE,INC.
176 DOE RUN ROAD,MANHEIM,PA 17545
TELEPIiONE: (717) 664-2347
New York Office: (585)624-2380
Premises Of; JOSH NATHAN,GR-C00 LABER as COMMERCIAL BUSINESS
Address:319 CORINTH ROAD QUEENSBURY NY
_ County of: WARREN Pennit#:SOLAR 0006432016 p L VI
Installed by:GREEN MOUNTAIN ELECTRIC SUPPLY I
Appar8tt13: 100 RENSOI,A-310 WEST POLY,249 CANADIAN SOLAR 320 WATT POLY,b
CANADIAN SOLAR 310 WATT POLY,4 SOLARWORLD 315 WATT MONO, I SOLARWORLD 320
WATT MONO MODULES,INVERTERS-2 SE14.K US(1201208)3 PHASE,7 SE9KUS(1201208)3
PHASE OPTIMIZERS- I80 SEP-700 POWER OPTIMIZERS,400 AMP AC SWIMMING PANEL. a
SERVICE ENTRANCE RATED MLO NEMA 311(120/208)3 PHASE 4 WIRE,2-50 AMP 3 PHASE 5`
BREAKERS,7-35 AMP 3P BREAKERS,GENERATOR DISCONNECT 400 AMP FUSED KNIFE,
SW ITCH WITH 300 AMI'FUSES NEMA 3R.
Inspected by: RONALD ROYAL ~ ,
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I&conditions(allmving gwcoal Issaako of this rediteam,and any certificate proviolisly
wood is eanealled.Failure to hart Ibe properly mMspeclad wbea Additional egglpnlagt or wdripg is
added;a within one year Ilam the darn of the«nificak shPll void lha mili8e41e In its entirely and dlo
company shall not be liable for any damages whnlaoewr ,
` 'llus certificate does lot puwontee eaiciency, weaving yaali&s,,na;nleitattea or aapl'v sad tlhe +
ny company ahnit not he Oahe For any damages reatift treat aqy do(aet Or 0011 it tho plans or specNco-
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Thls cedificPro mal+m<ra+'IshhPl Faspceton of wiring arvi does not ewer manufschae or we
of+tiring. ,
tn' im7actors of this Cmh,peny shell have the pdvllega oFinaking Iospenbns at any time,and if
its wits ate vialowd,the Company al'all have the right to maim the certificate.
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PHOTOVOL7AIC SYSTEM
SYSTEM SIZE:
DC/AC W STC: 113,155W\91,800W CORINTH ROAD
EQUIPMENT:
PV MODULES: (100) RENSOLA-310W-POLY
(244)CANADIAN SOLAR-320W-POLY
(5)CANADIAN SOLAR-31 OW-POLY
(7)SOLARWORLD 315W-MONO INDOOR MAIN
(1)SOLARWORLD 320W- MONO
SERVICE ENTRANCE
INVERTERS: (2)SE14.4KUS 208/120V -THREE PHASE POINT OF INTERCONNECTION
(7)SE9KUS (208/120V)-THREE PHASE SEP 2'
`�
21,?;1
OPTIMIZERS: (179) SE P-700 POWER OPTIMIZERS
ROOF DETAILS:
OUTDOOR UTILITY METER
MATERIAL: 24 GAUGE-COATED STEEL
TYPE: CORRUGATED METAL
PITCH: APPROXIMATELY. 5 DEGREES
DIRECTION: APPROXIMATELY 270 DEGREES WEST
APPROXIMATELY 90 DEGREES EAST
SPACING: 12"SPACES
I I 3 I 3 i
i + ARRAY 2
SCOPE OF WORK: i ' EAST SIDE OF ROOF
I I I i 1
INSTALLATION OF A SAFE AND CODE-COMPLIANT i I + I l l
GRID-TIED SOLAR PV SYSTEM ON AN EXISTING ARRAY 1 1 + 1 �p +
COMMERCIAL ROOF TOP. FILE COPY
WEST SIDE OF ROOF I I i G
6 6 6 6 6 6 6 6 61
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NET-METERED SOLAR ARRAY Q Q o p Ch CL
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Based on our firnited a ii�,
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SITE PLAN N Reviewed By:
SCALE : N.T.S. Date: Z
REVISION NOTES: DRAWN DATE: PROJECT NAME: CLIENT: SCALE:
4 Green Mountain - ------ BY: GREEN MTN.ELECTRIC SUPPLY NATHAN,JOSH&GREGG LABER
Electric Supply REV REV BY DATE DESCRIPTION
NLP 9/19/16 CORR.METAL-COMMERCIAL 319 CORINTH ROAD
I 356 Rathe Rd. - —-
Colchester,VTi CHECK DATE: 113.155 KW-DC K9�8 KW-AC QUEENSBURY,NY 12801 DRAWING
_r - BY: 518-792-5867 NUMBER:
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(802)-338-9336-VT
(518)-792-5867-NY i DRAWING TITLE: COVER PAGE PV-1.0
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KEY:
CS 320W MODULE ROOF OUTLINE SITE PLAN
SW 315W MODULE MODULE STRING N
SCALE
SW 320W MODULE ROOF CONDUIT
CS 31OW MODULE ----- FUTURE STRING
RS 31OW MODULE ------- SETBACK
ARRAY 2-WEST ROOF
ROOF MOUNTED INVERTERS 5-9
JUNCTION BOX
(TYP. (4)JUNCTION BOXES)
(SEE NOTE 4)
1O EQUIP. MOUNT. DETAIL -- - - - - - - - ----------0
SCALE : NONE
INVERTER 9 -- -- -- — — --0 -- — --- — ----�
BELOW ^ —
INVERTERS
(SEE NOTE 3)
INVERTER 8 ^ --
INVERTER 7
--- — — — -- O --- -- --- -- O
INVERTER 6 I I ! I I I I I I I I I
F-1-1-40 I —f—f—�—H—HI—I—I—I—E—IH--1-9-101
INVERTER i �u _ � T +i H+ � H + -i HT H i- -F �+ H �F + + H + + -f + + + �-+ H�I
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INVERTER 3 I
INVERTER 2 CONDUIT RUNS ARRAY 1 -EAST ROOF
(TYP. (4)CONDUITS INVERTERS 1-4
� (SEE NOTE 1)
Li
INVERTER 1 � 1
MAIN GMES LARGE COMPONENT BILL OF MATERIALS
WIREWAY ABOVE ENTRANCE (13) IRONRIDGE EXPANSION GD. STRAPS (100) RENESOLA 310W POLY MODULES
INVERTER
WIREWAY (TYP.4 WIREWAYS) (82) IRONRIDGE GROUNDING STRAPS (5)CAN. SOLAR 315W POLY MODULES
BELOW (SEE NOTE 2) (1)400A-30 SPACE SUMMING PANEL- ML (224) IRONRIDGE XR-100 RAIL- 17' LENGTH (246)CAN. SOLAR 320W POLY MODULES
INVERTERS
(SEE NOTE 3) AC SUMMING PANEL (5)35A 3-POLE BREAKERS (14) IRONRIDGE XR-100 RAIL- 14' LENGTH (7)SOLARWORLD 315W MONO MODULES
LOCATED IN UTILITY ROOM (3)50A 3-POLE BREAKERS (66) IRONRIDGE XR-100 RAIL- 11' LENGTH (1)SOLARWORLD 320W MONO MODULE
MAIN SWITCHBOARD (7)6X6X4 PVC COMBINER BOXES (190) IRONRIDGE XR-100 SPLICE KITS (2)SOLAREDGE SE14AK-US 3 PH INVERTER
IN I ERCONNECTION POINT (2)WIREWAY 6"-6"-12'
LOCATED IN UTILITY ROOM (144) IRONRIDGE END CLAMPS- 1.30" (7)SOLAREDGE SE9K-US 3 PH INVERTER
OUTDOOR (1224) L-FEET W/RAIL HARDWARE
UTILITY METER (1324) IRONRIDGE MID-CLAMPS-GD-2.00" (180) SOLAREDGE P600 PWR OPTIMIZERS
(1224) ECOFASTEN STD. SEAM CLAMPS (36) IRONRIDGE GROUNDING LUG T-BOLT (180)OPTIMIZER MOUNTS FOR XR-100 RAIL
REVISION NOTES: DRAWN PROJECT NAME: CLIENT: SCALE:
Green Mountain ---------- ----- BY: DATE:
Electric Supply REV REV BY DATE DESCRIPTION --- GREEN MTN.ELECTRIC SUPPLY NATHAN,JOSH&GREGG LABER
NLP 9/19/16 CORR.METAL-COMMERCIAL 319 CORINTH ROAD N/A
caulenwtztwwx�gsto��xrapeaypy 356 Rathe Rd. — --- — 113.155 KW-DC/91.8 KW-AC QUEENSBURY,NY 12801
Colchester,VT CHECK DRAWING
BY: DATE: 518-792-5867 NUMBER:
(802)-338-9336-VT - -
(518)-792-5867-NY j DRAWING TITLE: SITE PLAN PV-2.0
I
I I
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STRING MAP - ARRAY 1 N
SCALE : N.T.S.
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KEY:
ROOF OUTLINE MODULE STRING
------ SETBACK ROOF CONDUIT
BUILDING OUTLINE I�; OBSTRUCTION
SOLAR MODULE FUTURE MODULE
OUTSIDE DOOR _____ FUTURE STRING
REVISION NOTES: DRAWNPROJECT NAME: CLIENT: SCALE:
Green Mountain BY: DATE:
Electric Supply REV REV BY j DATE DESCRIPTION GREEN MTN.ELECTRIC SUPPLY NATHAN,JOSH&GREGG LABER
NLP 9/19/16 CORR.METAL-COMMERCIAL 319 CORINTH ROAD N/A
�) 356 Rathe Rd.
Colchcstcr.VT CHECK 113.155 KW-DC/91.8 KW-AC QUEENSBURY,NY 12801 DRAWING
BY: DATE: 518-792-5867 NUMBER:
(802)-338-9336-VT — -
-NY _
(518)-792-5867 DRAWING TITLE: STRING MAP ARRAY 1 PV-2.1
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SCALE: N.T.S.
N
NOTES:
1. FOR SUGGESTED CONDUIT RUNS, SEE PV-2.0
REVISION NOTES; DRAWN DATE: PROJECT NAME: CLIENT: SCALE:
Green Mountain BY: GREEN MTN.ELECTRIC SUPPLY NATHAN,JOSH&GREGG LABER
Electric Supply -
REV � REV BY DATE DESCRIPTION i ;
NLP 9/19/16 CORR.METAL-COMMERCIAL 319 CORINTH ROAD N/A
1J 356 Rathe Rd.
Colchester.VT CHECK DATE: 113.155 KW-DC/91.8 KW-AC QUEENSBURY,NY 12801 DRAWING
'[ BY: 518-792-5867 NUMBER:
(802)-338-9336-VT — — —
i
(518)-792-5867-NY DRAWING TITLE: STRING MAP-ARRAY 2 PV-2.2
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NOTES: 4-22 MOUNT SPACING FOR WHOLE ARRAY 4-1
1. DRAWING SHOWS LOCATIONS OF ARRAYS. FOR ARRAY DIMENSIONS, SEE PV-3.1 &PV-3.2. UNLESS SHOWN OTHERWISE
2. SET BACKS DIMENSIONS SHOWN ARE ABSOLUTE AND CANNOT CHANGE. 125'
3. EXACT LOCATIONS OF ARRAYS MAY VARY+/-12"DEPENDING ON ACTUAL LOCATIONS OF STANDING SEAMS.
4.THERMAL EXPANSION JOINTS REQUIRED ON ROWS OF RAIL GREATER THAN 100' IN LENGTH.AT SPLICE
CLOSEST TO CENTER OF RAIL, SECURE ONLY(1)OF(2)ENDS OF THE SPLICE WITH HARDWARE,THEN LEAVE MOUNTING CLAMP DETAIL - SIDE MOUNTING CLAMP DETAIL - FRONT
A 1"GAP BETWEEN THE (2) RAIL SECTIONS. SCALE: NTS 20 SCALE: NTS
5.AT THERMAL EXPANSION JOINTS, EXPANSION GROUNDING STRAP MUST BE USED.
6.THE FUTURE ARRAY IS NOT TO BE LOCATED DURING CURRENT INSTALL.
SYSTEM LAYOUT RAIL SCHEDULE RAIL HARDWARE I
NO.OF RAIL NO.1T RAIL NO.14'RAIL NO.11'RAIL SOLAR MODULE -- I
SCALE : N/A ROW SIZE ROWS PER ROW PER ROW PER ROW SOLAR MODULE I XR-100 RAIL
34 MODULES 26 6 0 1 XR-100 RAIL
RAIL HARDWARE
20 MODULES 2 4 0 0 O L-FOOT
17 MODULES 12 2 1 1 MOUNTING BOLT L-FOOT MOUNTING BOLT
KEY: 11 MODULES 4 1 0 2
ROOF OUTLINE ® MOUNTING POINT ASG-US CLAMP STD. SEAM
XR-100 RAIL STD.SEAM 10 MODULES 16 2 0 0 STD. SEAM ROOF
SOLAR MODULE ' OBSTRUCTION 6 MODULES 10 0 0 2 --
FUTURE MODULE SET-BACK 2 MODULES 2 02 OF RAIL 0 SET SCREWS — SETSCREWS
Green Mountain
REVISION- DATE:NOTES: DRAWN PROJECT NAME: CLIENT: SCALE:
BY:
� --- --
Electric Supply REV REV BY DATE DESCRIPTION - -- GREEN MTN.ELECTRIC SUPPLY NATHAN,JOSH&GREGG LABER
NLP 9/19/16 CORR.METAL-COMMERCIAL 319 CORINTH ROAD N/A
!J. 356 Rathe Rd.
j Colchester.VT CHECK DATE: 113.155 KW-DC/91.8 KW-AC QUEENSBURY,NY 12801 DRAWING
BY: 518-792-5867 NUMBER:
(802)-338-9336-VT —
(518)-792-5867-NYDRAWING TITLE: ARRAY LOCATIONS AND SETBACKS PV-3.0
KEY:
ROOF OUTLINE ® MOUNTING POINT
XR-100 RAIL STD.SEAM
D
SOLAR MODULE OBSTRUCTION
FUTURE MODULE SET-BACK
11 T-22"
116-82°
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NOTES:
1. OVERALL ARRAY DIMENSIONS SHOULD NOT CHANGE. OUTSIDE SETBACKS MUST BE MAINTAINED.
2. FOR EXACT LOCATIONS OF ARRAYS, SEE PV-3.0 MODULE LAYOUTS - ARRAY 1 N
3. FOR RAIL DIMENSIONS, SEE RAIL SCHEDULE ON PV-3.0. MATCH NO. OF MODULES IN DIMENSION LINE TO ROW ON SCALE : N/A
SCHEDULE. EACH ROW OF RAIL MUST HAVE AT LEAST 3" OVERHANG FROM MODULE TO RAIL'S END.
4.THERMAL EXPANSION JOINTS REQUIRED ON ALL ROWS OF RAIL. SEE PV-3.0, NOTE 4&5 FOR DETAILS.
REVISION NOTES: DRDATE: PROJECT NAME: CLIENT: SCALE:
Electric Supply REV REV BY DATE DESCRIPTION
Green Mountain -- BY : GREEN MTN.ELECTRIC SUPPLY NATHAN,JOSH&GREGG LABER
i
NLP 9/19/16 CORR.METAL-COMMERCIAL 319 CORINTH ROAD N/A
356 lathe Rd. I CHECK 113.155 KW-DC/91.8 KW-AC QUEENSBURY,NY 12801 DRAWING
Colchester,VT
BY: DATE: 518 792-5867 NUMBER:
(802)-338-9336-VT — —
PV-3.1
(518)-792-5867-NY 1 DRAWING TITLE: MODULE LAYOUT-ARRAY 1
i
KEY:
ROOF OUTLINE I& MOUNTING POINT
XR-100 RAIL STD.SEAM
SOLAR MODULE OBSTRUCTION
FUTURE MODULE SET-BACK
11 T-22"
116'-82"
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125' /
NOTES:
1. OVERALL ARRAY DIMENSIONS SHOULD NOT CHANGE. OUTSIDE SETBACKS MUST BE MAINTAINED.
2. FOR EXACT LOCATIONS OF ARRAYS, SEE PV-3.0
3. FOR RAIL DIMENSIONS, SEE RAIL SCHEDULE ON PV-3.0. MATCH NO. OF MODULES IN DIMENSION LINE TO ROW ON MODULE LAYOUT - ARRAY 2
SCHEDULE. EACH ROW OF RAIL MUST HAVE AT LEAST 3"OVERHANG FROM MODULE TO RAIL'S END. SCALE: N/A N
4.THERMAL EXPANSION JOINTS REQUIRED ON ALL ROWS OF RAIL. SEE PV-3.0, NOTE 4&5 FOR DETAILS.
REVISION NOTES: I DRAWN', PROJECT NAME: 'CLIENT: SCALE:
Green MountainBY:---- DATE:
Electric Supply REVV REV BY DATE DESCRIPTION GREEN MTN.ELECTRIC SUPPLY NATHAN,JOSH&GREGG LABER
j i i
NLP 9/19/16 CORR.METAL-COMMERCIAL 319 CORINTH ROAD N/A
356 Rathe Rd.
Colchester,VT CHECK ! 113.155 KW-DC/91.8 KW-AC QUEENSBURY,NY 12801 DRAWING
BY DATE:
(802)-338-9336-VT 518-792-5867 NUMBER:
(518)-792-5867-NY DRAWING TITLE: MODULE LAYOUT ARRAY 2 PV-3.2
ELECTRICAL KEY: DC CONDUCTOR AND CONDUIT SCHEDULE AC CONDUCTOR AND CONDUIT SCHEDULE PHOTOVOLTAIC AC DISCONNECT INVERTER LABELS-ONE FOR EACH INVERTER
-�� BREAKER ALL STRINGS ON ROOF- 1 THROUGH 20 STRINGS 13-16-IN CONDUIT(INV.6&7) CONDUCTORS FROM INV.1&2,INTO CONDUCTORS FROM INV.3-9,INTO MAXIMUM AC OPERATING CURRENT 255A ALL SOLAREDGE 208/120V THREE PHASE INVERTERS
��- SWITCH (2)#10 PV WIRE (8)#10 THHN WIREWAY,TO AC SUMMING PANEL WIREWAY,TO AC SUMMING PANEL NOMINAL OPERATING AC VOLTAGE I 208V Vmpp=400V
• SCREW TERMINAL (1)#10 BARE Cu GRD (2)#10 THHN GRD (TYP.EACH INVERTER) (TYP. EACH INVERTER)
FREE AIR 1"EMT CONDUIT (3)#8 THHN-Ll,L2,L3 (3)#10 THHN-Ll,L2,L3 Vmax=500V
is FUSE STRINGS 1-6-IN CONDUIT(INV.1&2) STRINGS 17-20-IN CONDUIT(INV.8&9) (1)#8 THHN-N (1)#10 THHN-N NOTES: SE14AKUS INVERTER SE9KUS INVERTER
EARTH GROUND (12)#10 THHN (8)#10 THHN (1) THHN-ECG (1)#10 THHN-EGC
(2)#10 THHN GRD (2)#10 THHN GRD 3/4""EMT CONDUIT 3/4"EMT CONDUIT 1.ALL DC PV CONDUCTORS ARE TO BE RATED FOR 1000V AND 90°C. Impp=26.83A Impp=26.5A
E
1-1/4"EMT CONDUIT 1"EMT CONDUIT 2.ALL AC CONDUCTORS ARE TO BE RATED FOR 600V AND 75°C. Imax=15A ]max=15A
STRINGS 7-12-IN CONDUIT(INV.3,4,&s) CONDUCTORS FROM AC SUMMING PANEL 3.ALL INVERTERS WILL BE CONNECTED TO ETHERNET FOR
STRINGS 1-5 (12)#10 THHN TO UTILITY INTERCONNECTION POINT MONITORING.SEE PV-4.1 FOR DETAILS.
(18)RENSOLA 31OW (3)#10 THHN GRD (3)500 MCM THHN-Ll,L2,L3 4.THREE PHASE NON-GROUND AC CONDUCTOR COLORS FOR
STRING 6 1-1/4"EMT CONDUIT (1)500 MCM THHN-N
(10)RENSOLA 310W+ (1)#3 THHN-EGC 208/120V MUST BE THE FOLLOWING:L1:BLACK,L2:RED,L3:BLUE,N:WHITE
(5)CAN.SOLAR 310W 3"EMT CONDUIT
STR.#1 STR.#4
INVERTER#1 INVERTER#2 INVERTER#3 INVERTER#4 INVERTER#5
SOLAREDGE SOLAREDGE SOLAREDGE SOLAREDGE SOLAREDGE
1 2 17 18 SE14.4kUS 1 2 17 18 SE14.4kUS SE9kUS STRINGS 7-12 SE9kUS SE9kUS GENERATOR DISCONNECT
+ _ + INTEGRATED + + INTEGRATED INTEGRATED (18)CAN.SOLAR 320W INTEGRATED INTEGRATED TO BE 400A NON-FUSED
DC/AC DC/AC DC/AC DC/AC DC/AC KNIFE SWITCH NEMA 3R
'1 9 DISCONNECT -•1 .9 DISCONNECT DISCONNECT DISCONNECT DISCONNECT DISCONNECT WITHIN 10
+ + + + FEET OF INTER-
STR.#2 € = STR.#5 I = STR.#7 = STR.#9 = STR.#11 =
CONNECTION POINT
ti ti ti ti ti
1 2 17 18 1 2 17 18 oq/1p1/ 1 2 17 18 1 2 17 18 q/p/ 12 17 18
+ - + et�l�m + + oL7l7 lI1 - + - + 0[]17117 + + o[]<7 CA + - + + + oGl7 R1
+ + + + + + - + + + +
STR.#3 STR.#6 I STR.#8 ^^� STR.#10 STR.#12 LOCATED
I OUTDOORS
1 2 17 18 1 2 15 1 2 17 18 LI L2 EGC 1 2 17 18 a Lei EGC 1 N+ +
18 u L2 EGC
( t, ,cONNECTION
+ _ + + + + + i + +9 L1 l2 EGC 1 •.8 L1 L2 EGC t 9 t 9 •. 9+ + + + + + + + +
BREAKER BREAKER /50A-3P 5OA-3P 35A-3P l 35A-3P \r - 35A-3P NTER-
400A AC SUMMING PANEL ) BREAKER / _ BREAKER j�_ BREAKER) I ONT WWITHIN
SERVICESERVICE ENTRANCE RATED-\
-- I i- CUSTOMER
MLO-NEMA 3R OWNED
208/120V 30 4WIRE -
�i _ I _J �_ � SWITCHBOARD
30 SPACE 35A-3P `-- 35A-3P � 35A-3P 35A-3P WITH(3)
BREAKER BREAKER BREAKER I BREAKER iJ
_ PIERCING TAPS
STR.#13 INVERTER#6 STR.#15 INVERTER#7 STR.#17 INVERTER#8 STR.#19 INVERTER#9
SOLAREDGE SOLAREDGE SOLAREDGE SOLAREDGE BOND
SE9kLIS SE9kUS SE9kUS SE9kUS ! NEUTRAL
1 2 17 18 INTEGRATED 1 2 17 18 INTEGRATED 1 2 77 18 INTEGRATED t 2 17 78 INTEGRATED € TO
DC/AC DC/AC DC/AC DC/AC GROUND
+ + + DISCONNECT + - + + - + DISCONNECT + - + DISCONNECT + + + DISCONNECT I EXISTING
+ + - + + _ + EGC �_ SERVICE
STR.#14 ti STR.#16 ti STR.#18 ti STR.#20 'V IRREVERSIBLY ENTRANCE
SPLICED TO 208/120V
�l�ta � � 'tttn ' m EXISTING GEC 800A
1 2 17 M18 _ t 2 t7 18 1 2 17 78 t5tt i 2 17 18 t5OR BONDED
+ + + + + + + + + ! DIRECTLY TO FEEDER CONDUCTORS
Ll EXISTING
L1 1 s L1 1 s L._ L1 1 g (_I _..-. E TO BUILDING LOADS
+ + " -+ •+ I L2 �+ �+ 12 .- -+ + I 12 GROUNDING
ELECTRODE
EGC EGC EGC STRING 20 EGC
STRINGS 13-19 (10)CAN.SOLAR 320W+ DESIGN CONDITIONS
(18)CAN.SOLAR 320W (1)SOLARWORLD 320+
(7)SOLARWORLD 315 HIGHEST 2%DB DESIGN TEMP('E)7
MIN.MEAN EXTREME ANNUAL DB(°C): -29
MODULE ELECTRICAL SPECIFICATIONS MODULE ELECTRICAL SPECIFICATIONS MODULE ELECTRICAL SPECIFICATIONS MODULE ELECTRICAL SPECIFICATIONS MODULE ELECTRICAL SPECIFICATIONS
OCPD CURRENT=40A X 1.25=50A OCPD CURRENT=25A X 1.25= 35A (100)RENSOLA JC310M-24/Abh POLY 310 WATTS (5)CANADIAN SOLAR CS6X-310 POLY 310 WATTS (246)CANADIAN SOLAR CS6X-320 POLY 320 WATTS (7)SOLARWORLD 315 WATTS-MONO (1)SOLARWORLD 320 WATTS
INVERTER 1&2 SPECIFICATIONS INVERTERS 3 TO 9 SPECIFICATIONS SHORT CIRCUIT CURRENT(Ise): 8,80 A SHORT CIRCUIT CURRENT(Ise): 9.06 A SHORT CIRCUIT CURRENT(Ise): 9,26 A SHORT CIRCUIT CURRENT(Isc): 9.35 A SHORT CIRCUIT CURRENT(Ise): 9.41 A
SOLAREDGE SE14AK-US SOLAREDGE SE9K-US
RATED WATTS(EACH): 14,400 RATED WATTS(EACH): 9,000 OPEN CIRCUIT VOLTAGE(Voc): 45.0 V OPEN CIRCUIT VOLTAGE(Voc): 44.9 V OPEN CIRCUIT VOLTAGE(Voc): 45.3 V OPEN CIRCUIT VOLTAGE(Voc): 45.6 V OPEN CIRCUIT VOLTAGE(Voc): 45.9 V
AC OPERATING VOLTAGE(V): 208 AC OPERATING VOLTAGE(V): 208 OPERATING CURRENT(Impp): 8,38 A OPERATING CURRENT(Impp): 8,52 A OPERATING CURRENT(Impp): 8,69 A OPERATING CURRENT(Impp): 8,71 A OPERATING CURRENT(Impp): 8,78 A
AC OPERATING CURRENT(A): 40 AC OPERATING CURRENT(A): 25OPERATING VOLTAGE(Vmpp): 37.0 V OPERATING VOLTAGE(Vmpp): 36.4 V OPERATING VOLTAGE(Vmpp): 36.8 V OPERATING VOLTAGE(Vmpp): 36.5 V OPERATING VOLTAGE(Vmpp): 36.7 V
NUMBER OF MPPT CHANNELS 3 NUMBER OF MPPT CHANNELS 2
INVERTER EFFICIENCY: 982 INVERTER EFFICIENCY: 982 MAX SERIES FUSE RATING: 20 A MAX SERIES FUSE RATING: 15A MAX SERIES FUSE RATING: 15A MAX SERIES FUSE RATING: 15A MAX SERIES FUSE RATING: 15 A
INTEGRATED DC DISCONNECT INTEGRATED DC DISCONNECT STC RATING: 228 W NOCT RATING: 225 W NOCT RATING: 232 W NOCT RATING: 241 W NOCT RATING: 245 W
REVISION NOTES: DRAWN PROJECT NAME: CLIENT: SCALE:
Green Mountain Green Mountain - -- - ----- — _ _ _ _ _ BY: DATE:
GREEN MTN.ELECTRIC SUPPLY NATHAN,JOSH&GREGG LABER
Electric Supply Electric Supply REV REV BY DATE DESCRIPTION — -----
NLP
319 Corinth Road 1 4/27/16 480V SYSTEM DESIGN WITH TRANSFORMER
NLP 4/27/16 CORR.METAL-COMMERCIAL 319 CORINTH ROAD NONE
,)j 356 Rathe Road
Glens Falls,NY 12804 Colchester,VT 05546 2 NLP 6127116 208V SYSTEM DESIGN-DIRECT INTERCONNECTION CHECK 113.155 KW-DC/91.8 KW-AC QUEENSBURY,NY 12801 DRAWING
_ DATE:
(518)-792-5867 _ NLP 7/20/16 ADDED 5 CAN SOLAR 310, 1 SW320, 7 SW315 BY. --— 518-792-5867 NUMBER:
(80_)338-9336 3 O O ( )
(519)-791-5085 DRAWING TITLE: THREE-LINE DIAGRAM PV-4.1