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199 SKYLINE DR
DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: �33�� BUILDING DEPARTMENT PROVED 1540 SULLIVAN AVENUE Bldg.Permit# _ 644-2511 ext. 230 Date it ng Inspector Application must be printed or typed FEE SCHEDULE Location of Job: I Itl a $0-$1,000=$15.00 F7Tenant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof nation Apt.No. APPLICANT APPLICANT ADDRESS kie, S APPLICANT PH NE# O W N S OWNER q� OWNER ADDRESS c r o OWNER PHONE 4L4,' _� 1 O C ESTIMATED COST$ . 40 � IS THIS A CONTRACT COS _Yes /"'No FEE ENCLOSED$ o �� 2 1� TYPE OF JOB: OR-Co� w �a Addition/Repair Installation tion/Addition/R air APPLICATION FOR HVAC PERMIT (Continued from reverse side) TY'PF.OF�SY}STEM: TYPE OF BUILDING: U REATING Cl RESIDENTIAL al�Ajc ❑COMMERCIAL ❑VENTILATION ❑ INDUSTRIAL HEATING ❑STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) TYPE OF FUEL Cl OIL—GPM OIL TANK LOCATION :❑ INSIDEO OUTSIDE CAPACITY ❑GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE �,J °F INSIDE OF DIFFERENCE _°F TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY AP P ICATION) DrCRIBE ALL COOLING UIPMENT(IN ING M M D NO TONNAGE COOLING CAPACITY(BTUH VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR.INTAKE(CFM) (PLANS MUST ACCOMPANY PLCATION) P FURTHER DESCRIPTION OF WORK ,t r, t n THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LI 'ENSE NO. STATE SIGNATURE OF APPLIC DATE 6 o�.ry S�i7L.E /Od.Da t ZZ- 73 1y' 135- 7% sz. � 2GkS NO ZONING VIOLATIONS, 1 HEREBY CERTIFY THIS MAP TO- BE SUBSTANTIALLY PROPERTY OF CORRECT AND IN ACCORDANCE WI'(H CLASS A-2 OF CODE OF CONNECTICUT TECHNICAL COUNCIL. ,`t� M.""ECl� 0 cGl ALFORD ASgOCIAT'LS tic, 2163 L' 1 CIVIL ENGINEERS ` f�o� �FsfslE ,o WINDSOR • CONNECTICUT ♦�E �,�� °Qineet �► LOT7-3Z -SKYVIEW- SOUTH WINOSOR, SCALE: I IN. =40FT. DATE:Ff<-• t IINO\N t ♦ w. .Msww•wat Sur- i r 7111 JUN �1T fYy /� � South Windsor GUILDING DEPARTMENT 9Q �- APPFZOVEz D 07 iL: Q, ifi►rlL;AHON OF ZONING COMFLtfii'iCE Proposed building(s), use(s) and;or structure(s) ry ! as shown on this plan appear(s) to be in <i IA— conformance with current South Windsor pules 'regulations. Variances and special exceptions may apply. Date /��' Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# Date: Oe-G 19, Q O I- Sprinkl.;r# Estimated Cost $ / sQSL FINA PROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering - TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE Appr.forCO. Total Fee $ a-3y TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant e- ,lole,r- Location of Work LotNo. Applicant's Address SCE, Nde-f h p/G,ti S�.v��l'>��'�1 2�, Tel # 77.2 -'JJY ? �� Town lN� 1,"s /'�'✓'�nn CT- Zip U 67u f oL Lic.# C26 3 a JTf( Owner CY /` e e 1 Architect _ Owner's Address 19 # S 6-c- Dr. Architect's Address ,J C) U-+V1 L✓r`n d rf ✓ Zip 06 0 7 y Zip- Sq. Ft.New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area-- Purpose of this permit T;,V,S-u-tlk4.`i,/ O 1- & S C" �� Q�,r,nd- C 64)-e. r!'6; Aoak414-y "- A c.Na I-r /D- I/V6 ti/ City Water well J Septic System J Sewer _] Ins: HO SP er . Area Basement Garage Approved by ' ate y Jg Use Group Construction Type t��vi d 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 01/24/19 Printed by Acevedo, Maria 10:55:18 INSPECTION: 112679 FINAL PERMIT: STATUS: APPLICATION: 201802478 LOC: 199 SKYLINE DRIVE SOUTH WINDSOR PROPERTY ID: 83100199 OWNER: GREGORY REED CONTRACTOR: REQUEST BY: PROJ DESC: INSTALL 29 ROOF TOP SOLAR PANELS 10.44N KW WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 01/23/19 PRIORITY: SCHEDULED: 01/23/19 AM COMPLETED: 01/23/19 UNPAID FEES: .00 Date Time MILEAGE: .00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 01/24/19 ROSE PASS E010 ELECTRIC FINAL RELEASED TO EVERSOURCE 1/24/19 CRS##3211152 o�ry s�iJC.c' /Jd.Od 3 t 73 7S z3s13 * °1 Iti LZ iac.ao li/z-s< lee D2'�e i I NO ZONING VIOLATIONS. e I HEREBY CERTIFY THIS MAP TO BE SUBSTANTIALLY PROPERTY OF CORRECT AND IN ACCORDANCE WITH CLASS A-2 OF CODE OF CONNECTICUT TECHNICAL COUNCIL. � M�MNECl/ '1�,r0 CGl 1 AI�FORID ASBpCZA'TE3 s No. 216E La CIVIL ENGINEERS WINOSOR• CONNECTICUT LOT /-7-3/ - SKYVIEW- SOUTH WINDSOR, CT SCALE: I IN. = 40FT. DATE:,47-�-&- rb NLd al a .o o �� � � � o � � 7S � as, �, -- •mil N � 3 ,1 zs wpp h " " ; hi ti� h a, IA R8 �� � 171N � � /dD.dO I NO ZONING VIOLATIONS IF HOUSE ERECTED AS SHOWN AND STAKED. 1 HEREBY CERTIFY THIS MAP TO BE SUBSTANTIALLY PROPERTY OF CORRECT AND IN ACCORDANCE WITH CLASS A-2 OF CODE OF CONNECTICUT TECHNICAL COUNCIL. M��NECj/ cl ovk oMe, 21.63 CGl AZ.F'ORD ASSOCIATES a a CIVIL ENGINEERS tsIE 14 a, WINDSOR• CONNECTICUT ♦fit LOT 7-$/ - SKYVIEW- SOUTH WINDSOR, SCALE: I IN. =40FT. DATE:✓/V,✓(�, /9711 LITHO IN U. S. A. MONT"CAST iU►PLV CO. JUL 2 12010 D South Wmdsor BUILDING DEPARTMENT THE Tl7iLOW(i Dc�T. julict )T WLIH W!N,:L, errtifi.0 that 11:1i' plan and sP:c"ie''llr'ns ere lr� ;+p_s of the proposad building or alterations to b. erect edQaty together with ame entr. stated in application am lard with plan and 1 agree to comply with all zoning S,Alding and state laws and such orders as shall br issued by the building Department during pendency of this application and final Issuance of c building permit. 14igned This pi n I approvad subject to the condition thal orders ordinances regulating building shall be complied with. Conditionally Approved These filed With _l �-- building Inspector Onto No. e ERTIFICATION OF ZON dfore Proposed building(s). use( ) to be in this plan eppea'(s) as shown on W ind;or conformance with current 5 nth regulations. Variances nnr al exceptions Date 9 E rcement Officer /dd.DO 7J� 73. k\n ti � �► nv, G_L_�z � Y� *r I P. m V Y f- NO ZONING VIOLATIONS_ N so a 1 HEREBY CERTIFY THIS MAP TO BE SUBSTANTIALLY PROPERTY OF io CORRECT AND IN ACCORDANCE WITH CLASS A- 2 F CONRFCI A OF CODE OF CONNECTICUT TECHNICAL COUNCIL. � �P oN M. o cG n �e f - AI_.F'ORL7 ASSOCI..E�'I'L3 -' � CIVIL ENGINEERS �.p No. 2 t6s /0 2 *Fs fS1ERE� � WINOSOR •CONNECTICUT E 0 /F4Fineel h LOT 17:>Z - SKY V IEW- SOUTH WINOSOR, C . SCALE. I IN. = 4OFT. DATE:Fi..... DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT 3000g4 APPROVED 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# Date Building Insp or Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F�StreetNo.Over$1,000= StreetLot No. $15.00 per$1,000 or any fraction thereof ation — — Apt. No. APPLICANT EJWQXIA Q S ^LPL•) r� f h , C APPLICANT ADDRESS ��I rna resS �rr� (e su;k US pit APPLICANT"PHONE 0%4 N S F,q` OWNER Sa4+ C a i r1 OWNER ADDRESS 1y�p r. OWNER PHONE ESTIMATED COST$ o/ Oct> QL7 u 11W IS THIS A CONTRACT COST? _Yes _No G FEE ENCLOSED$ W . co 5 O�y�� TYPE OF JOB: �' 2(� ` �) OR C _New Installation ZAlteration/Addition/Repair oi30C) ) � Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A tO-RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY%S ❑ASSEMBLY ❑MERCANTILE ❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE 21P (Other-please specify) TYPE OF INSTALLATTONIWIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES O NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK R OAA 1_X?c+Y4�dlL car a.sc��(�c2L� y V U SKS-#Q0g --j c, THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. E CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLIC DATE_C2 Q�— _ W, APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Applicationn is bb ': BUILDING DEPARTMENT AP xa�tEb 1540 SULLIVAN AVENUE b C hlo� y p f 644-2511 ext. 23O Bldg.Permit# Date ilding Inspector Application must be printed or typed FEE SCHEDULE , L ) Loca 'on of Job: $0-$1,000=$15.00 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT �2� �I�C_"l Q 1 (, 1 I L APPLICANT ADDRESS 0-4 APPLICANT'S PHONE# '1 - �1 �(� (e W N S OWNER C — �C F4� OWNER ADDRESS !E;`ry OWNER PHONE ' O ESTIMATED COST$ _ ,� a o carp +� IS THIS A CONTRACT COST? Yes No Now FEE ENCLOSED$ ° �� TYPE OF,J�B: 1 �1 CO /`/New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WIM BUILDING PERMIT APPLICATION? ❑ YES NO RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ USINESS O ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY O STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE L SIZE OF MAIN CONDUCTORS l 4 NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ONO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF S C WO C, C NTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE '� Electric # 199 SkylineNg?WCATION FOR BUILDING PERMIT Plumbing# 1000357 Date: 7 HVAC# Sprinkler# Estimated Cost $ �. FINAL APPROVALS Building COMPLETE RED BOXED AREAS Permit Fee $ �'S 1.Occupancy Fee $ 10.0* 0 Engineering TYPE OF PRINT ONLY Eng. Insp.Fee $ Affidavit I I Appr.forCO. ► SIGN ON REVERSE SIDE t a �Total Feed 5 $ �.� TO THE BUILDING DE ARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant_ �G� O'Aa2 Location of Work 1 9 b Lr•� O�:.x Lot No _ Applicant's Address Tel # Town Zip Lic.# $;_/Za5_ Owner Architect O.r1dAs— Owner's Address Architect's Address S�t'1^ •.�.,r�bu� c�T. Zip 04"g.,7`f Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit C4ry�w City Water❑ Well ❑ Septic System 0 Sewer 0 Ins: HO SP V Cert. Area Base t Garage Approved by �Cl��. Date "�/0 Use Group Construction Type Revised 1108 I hereby r t conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town f e eby agree o c q O a o 0 South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which th uilding and its use is allowed. Signed I hereby apply for a Certificate of ancy a work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS r APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE)860-644-2511 EXT.230 DEPARTMENT DECISION PERMU NUMBER: APPLICATION IS HEREBY: APPROVED: BLDG.PERMIT NUMBER I1 -1 k ATE INSPECTOR LOCATION OF WORK: APPLICANT: OWNER: TYPE OF STRUCTURE: l ❑NEW BUILDING NAME: p/� NAME: r / �"e�U ❑ADDITION PHONE NUMB 0<2—U 5 Z" l PHONE NUMBER/ 3 �O ExtsrnaG BUILDING O ADDRESS: (9 p O AW ADDRESS: t l 6 TYPE OF USE: +p�tESIDENTIAL o COMMERCIAL ELECTRICAL INFORMATION: VURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: SIZE OF SERVICE: SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S NUMBER OF A/C CIRCUITS: NUMBER OF POWER CIRCUITS: FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT NUMBER OF OUTLETS: IS S1.00 OVER (16 CENT EDUCATIONAL FEE 4WCLUDED AS PART OF TIE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: �STypE: �- I STATE: SIGNATURE OF APPLICANT: ✓ -1 DATE. S a c� APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE) 860-644-2511 EXT.230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: APPROVED: BLDG.PERMIT NUMBER: DATE INSPECTOR' LOCATION OF WORK: t 1 k V,-� �(Zvze-., APPLICANT: OWNER: TYPE OF STRUCTURE: \��7 ❑NEW BUILDING NAME: Vt� NAME:�- re �► �� o ADDITION PHONE NUMBER: G - PHONE NUMBER �f U 4XISTING BUILDING ADDRESS: \-7 3 - Q& ADDRESS: TYPE OF USE: DEEN -for TIAL o COMMERCIAL pL(Nr ou ivt huh PLUMBING INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: NO.OF TOILETS: STYLE: NO.OF BATHTUBS: UYh NO.OF SHOWERS: NO.OF LAVATORIES: ",t/V 1 ✓/ NO.OF CATCH BASINS: NO.OF FLOOR DRAINS: V l ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY WINDOW? OYES ONO ESTIMATED COST: S SIZE OF WINDOW: SIZE OF DUCTS: SEWER OR SEPTIC TANK: FEE ENCLOSED:$ SIZE OF WATER PIPING AND RISER: WATER HEATER: TYPE MANUFACTURER FEE SCHEDULE:$18 PER$1,000 OF-THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART IL OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: Q`4O-,4 TYPE: Sr "r STATE: ��— SIGNATURE OF APPLICANT: DATE: gA► �( Cp t M APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE)860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: V APPROVED: BLDG.PERMIT NUMB AR: DA INSPECTOR--- LOCATION OF WORK: -! Ky `•�� O� APPLICANT: OWNER: TYPE OF STRUCTURE: O NEW BUILDING NAME:`T k L/��`,�� S O NAME: Cg,-,y S C.K y 2-c G ❑ADDITION PHONE NUMBERC7 3� 3f -3 i// PHONE NUMBER: /d � gc), a//�/ �jGSTING BUILDING ADDRESS:1-2 4 fVG� X PiAll-s Cf`1 J ADDRESS: I G i:�-. S O��W�N I IT 1 TYPE OF USE: II o /1 O-L (<FSIDENTIAL o COMAERML ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: 0 C, a (I G -��dry D�G ���� 4�1- SIZE OF SERVICE: l O D r*- C6 d11 k C O/V'l jo I'A, f' q 4,/e / SIZE OF MAIN SERVICE: SO (c— S vs t,(-K DN G./�11, pr, ,Acr IaMok NUMBER OF METERS: NUMBER OF PANELS: 2 -1 NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S c 93 1 NUMBER OF SWITCHES: (/ NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S NUMBER OF A/C CIRCUITS: FEE SCHEDULE:$18 PER$1,000 OF THE EMmATEb COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: 1 96 TYPE: �� STATE: SIGNATURE OF APPLICANT: DATE: v O 1 ��� r 4 Richard B. Gordon, P.E. P.O. Box 264•Farmville•VA 23901 Ph:434.394.2326•E-mail: grichardpe@aol.com December3,2018 South Windsor Building Department South Windsor.CT Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Connecticut. Please note the following conclusions regarding framing structure,roof loading, and proposed site location of installation: 1. Roof framing Mounting Plane 1-3: Truss wood framing 2x4 at 24"o.c.The framing structure below the residence roof mentioned above is definitely capable for this photovoltaic project. 2. Roof Loading • 4.3 psf dead load (modules plus all mounting hardware) • 30 psf min.snow live load per A.S.C.E. 7-10 • 5.6 psf dead load roof materials(3 psf comp.shingles—1 layer,1.5 psf wood sheathing, 1.1 psf 2x4) • Exposure Category B, 123 mph wind uplift live load of 22.36 psf 3. Address of proposed installation: Residence of Reed. 199 Skyline Drive, South Windsor, CT 06074 This installation design is in general conformance to the manufacturer's specifications,and will be in compliance with all applicable laws,codes,and ordinances,and specifically 2016 State CT Building Code, International Residential Code/ IRC 2015.The spacing and fastening of the mounting brackets is to have a maximum of 48"o.c. span between mounting brackets and secured using 5116"diameter corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter& min.2'/2"penetration(use 3"penetration for modules mounted within 18"of ridge and perimeterof roof) of lag bolt per bracket,which is adequate to resistall 123 mph wind live loads including wind shear. Per NDS Section 11.1.4 clearance holes equal to the diameter of the shank need to be bored into primary framing memberfor the full length to the threaded portion of the screw to avoid splitting of framing member. Very truly yours, o.°�....r •' "_ =, E!C[wS Vr+tom': Richard B.Gordon, P.E. Connecticut P.E. License No. 26357 l 11 Page LOADS USED FORANALYSIS FOR: Reed 199Skyline Drive,South Windsor,CT06074 December3.2018 DEAD LOAD M ODULES &HARDWARE MODULES VARY SLIGHTLY IN WEIGHT, SO THIS ANALYSIS IS GENERIC PER PANEL,THE LENGTH OF 12 GAUGE STRUT 30.23 FT OF 1 5/8"X 15/8"ALUMINUM STRUT ATAPROX. 1 LB116 IN WEIGHT. PER PANEL,(30.23 FT)(1 LBf1.33 FT)=22.67 LB APPROX 1 SPLICE PLATES PER PANEL,1 5l8"X7'/1'X114"=2.95 CU IN VOLUMEAT 0.09 LBICU IN DENSITY (0.09 LBICU IN)(1 SPLICE PLATE)(2.95 CU IN)=0.3 LB 9 L FEET (1 5/8"X15/8"X1/4"LEG AND 3'/1'X 15/8"X'/4"LEG)=1.98 CU IN VOLUME FOR L FOOT(9 PIECES)(1.98 CU IN)(0.09 LB/CU IN=1.6 LB PER 38.4"X58.1"1144 SO IN PER SO FT= 15.49 SO FT PANEL SIZE(1.6+0.3+22.67 LB)/(15.49 SO FT)=24.57 LB/15.49 SO FT=1.58 LBISQ FT HARDWARE WEIGHT PER PANEL. ADDING PANEL WEIGHT OF 2.8 LBISQ FT YIELDED 2.8+1.58=4.3 PSF M ODULES&HARDWARE WE USED THIS VALUE TO BE CONSERVATIVE SNOW LIVE LOAD PER CODE IS 30 PSF GROUND REFERENCE SNOW LOAD(Roof live load is 30 psf x 0.6 combined snow load reduction factor=18 psf) Please s ee rationale below for 0.6 applie d to ground s now load: Coefficients are m ultiplied for combined factor as follows: Exposure Factor Ce=0.9 Table 7-2 p.92 ASCE 7-05(Table 7.2ASCE7-10) Thermal FactorCt=1.2 Table 7-3 p.93 ASCE7-05(Table 7-3 ASCE7-10) Im po rtance Factor 1-0.8 Table 7-4 p.93 ASCE 7-05(Table 1.5-2 ASCE7-10) Tilt Angle Factor Cs=1 Figure 7-2cp.86ASCE7-05(slope factor Fig.7.2ASCE7-10) Tilt Angle Snow Load on Roof=0.7CsCeCtIPg(Sec.7.3 ASCE7-10) Pg=ground ref.snowload Multiplying(0.7)(0.9)1.2)(0.8)Pg=0.6 Pg DERIVATION EQUATION FOR WIND UPLIFT LIVE LOAD BASIC WIND SPEED: 123 MPH ROOF ZONE I TOPOGRAPHIC FACTOR(KzL): 1.0 EXPOSURE CATEGORY: B WIND DIRECTIONALITY FACTOR: 0.85 GUST FACTOR(G): 1.51 @ 30'ABOVE GRADE NET PRESSURE COEFFICIENT (UPLIFT,Cu): -0.9 NET PRESSURE COEFFICIENT (DOWN, Cd): 1.28 IMPORTANCE FACTOR: 1.0 VELOCITY PRESSURE EXPOSURE COEFFICIENT: 0.5 @30'ABOVEGRADE VELOCITY PRESSURE DUE TOWIND (qh)=0.00256KzKzIKd I V"2 AT 123 MPH: 0.00256(0.5)(1)(0.85x1x123r2=16.46 WLu=qh g Cu =16.46(1.51)(-0.9)_-22.36 PSF TOTAL AREA OF 4 GENERIC SOLAR M ODULES AREA LOADING j SOLAR MODULE AREA,TYP. 39.1"x 58.3" = 15.83 SO FT TOTAL SOLAR MODULE AREA: 4 x 15.83 SO FT = 63.32 SO FT FOR 4 MODULES INTERMODULE SPACING: 0.51, TOTAL SPACING AREA: 0.5"x 58.3" = 0.202 SO FT TOTAL PANEL AREA,TYPICAL: 63.32+0.404 = 63.724 SO FT MAX SOLAR PANEL LOADING DUE TO WIND UPLIFT LOADING @ 123 MPH WIND LOAD,UPLIFT: 22.36 PSF(SEE DEIi1VATION EQUATION) MAX TOTAL LOAD: 22.36 PSF x 63.724 SO FT = 1424 LB MAX LOADING PER SUPPORT DUE TO WIND UPLIFT LOADING NUMBER OF SUPPORTS PER 4 MODULES=4 LOAD PER SUPPORT: 1424 LBf4 = 356 LB TYPICAL ROOF LUMBER Species Specific Lag Screw Withdraw Withdrawl Capacityfor 2" Gravity Capacityfor 5/16"dia. Of Thread Penetration Ibfin of thread Doug Fr Larch 0.5 266 532 Doug Fr Larch(North) 0.49 258 516 Doug Fr South 0.46 235 470 Engelmann Spruce Lodge pole Pine 21 Page (MSR1650 F&higher Grades) 0.46 235 470 Hem Fr 0.43 212 424 Hem Fir(North) 0.46 235 470 Southern Pine 0.55 307 614 Spruce Pine Fr 0.42 205 410 Spruce Pine Fr (E=2x10"6 psi &highergrades Of MSRand MEL) 0.5 266 532 532>356 lb ACCEPTABLE UPLIFT RESISTANCE (Source: National Design Specification forWood Construction and Universal Building Code) WITH DOUG FIR LARCH GRADE NO. 2,875 LBISQIN=MAXIMUM FLEXURAL STRESS WITH ADJUSTMENT FACTORS o= 875 LBISQ IN BECOMES, a=(875 LBISQ IN)(1.15)(1.2)(1.15)=1388 LBISQ IN. USING 1500 PSI ALLOWABLE FLEXURAL STRESS. BASED ON BENDING STRENGTH THE MAXIMUM HORIZONTAL RAFTER SPAN IS TALI AS THE SMALLEST SPAN,L, CALCULATED FROM THE FOLLOWING FORMULA: L:5(8Sv144lsW)"1J2 WHERE S=SECTION MODULUS FOR STRONG AXIS BENDING OF RAFTER, s=O.C.SPACING,W=TOTAL DISTRIBUTED LOAD IN TERMS OF LOAD PER UNIT AREA. )ALLOWABLESPAN: THIS IS A PRE FABRICATEIYENGINEERED TRUSS FOR THE SPECIFIC SITE LOCATION BY OTHERS. r.•' ���I�A'fC;y4 lit .......... '�,SSbh��i~rare. Richard B.Gordon,P.E. Connecticut P.E.Lice nse No.26357 ABBREVIATIONS ELECTRICAL NOTES GENERAL NOTES INDEX A AMPERE 1. WHERE ALL TERMINALS OF THE 1. THIS SYSTEM IS GRID-INTERTIED VIA A UL-LISTED AC ALTERNATING CURRENT DISCONNECTING MEANS MAY BE POWER-CONDITIONING INVERTER. PV1 COVER SHEET BLDG BUILDING ENERGIZED IN THE OPEN POSITION,A 2, THIS SYSTEM HAS NO BATTERIES,NO UPS. CONC CONCRETE SIGN WILL BE PROVIDED WARNING OF 3. ALL INVERTERS AND ARRAYS ARE NEGATIVELY PV2 SITE PLAN C COMBINER BOX THE HAZARDS PER ART.690.17. GROUNDED. D DISTRIBUTION PALL 2 EACH UNGROUNDED CONDUCTOR OF 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. PV3 STRUCTURAL VIEWS DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR THE MULTIWIRE BRANCH CIRCUIT WILL PV3A STRUCTURAL VIEWS (E) EXISTING BE IDENTIFIED BY PHASE AND SYSTEM EMT ELECTRICAL METALLIC TUBING PER ART.210.5. PV4 SINGLE LINE GALV GALVANIZED 3. A NATIONALLY-RECOGNIZED TESTING VICINITY PV5 LABEL SET GEC GROUNDING ELECTRODE CONDUCTOR LABORATORY SHALL LIST ALL GND GROUND EQUIPMENT IN COMPLIANCE WITH ART. APPLICABLE CODES HOG HOT DIPPED GALVANIZED 110.3. 2012 INTERNATIONAL BUILDING CODE I CURRENT 4. CIRCUITS OVER 250V TO GROUND SHALL 2012 INTERNATIONAL RESIDENTIAL CODE Inv CURRENT AT MAX POWER COMPLY WITH ART. 250.97,250.92(8) 2012 INTERNATIONAL FIRE CODE INVS INVERTERS 5. DC CONDUCTORS EITHER DO NOT ENTER 2014 NATIONAL ELECTRICAL CODE(NEPA70) Isc SHORT CIRCUIT CURRENT BUILDING OR ARE RUN IN METALLIC kVA KILOVOLT AMPERE kW KILOWATT RACEWAYS OR ENCLOSURES TO THE LBW LOAD BEARING WALL FIRST ACCESSIBLE DC DISCONNECTING MIN MINIMUM MEANS PER ART.690.31(E). +,.� (N) NEW 6. ALL WIRES SHALL BE PROVIDED WITH _ r NEC NATIONAL ELECTRIC CODE STRAIN RELIEF AT ALL ENTRY INTO AHJ: TOWN OF SOUTH WINDSOR NIC NOT IN CONTRACT BOXES AS REQUIRED BY UL LISTING. NTS NOT TO SCALE 7. MODULE FRAMES SHALL BE GROUNDED a. OC ON CENTER AT THE UL-LISTED LOCATION PROVIDED .� P PANEL BOARD PL PROPERTY LINES BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. �. PV PHOTOVOLTAIC PVC POLYVINYL CHLORIDE 6. ALL EXPOSED METAL PARTS(MODULE UTILITY:EVERSOURCE(CT) S SUBPANEL FRAMES,RAIL,BOXES,ETC.)SHALL BE SCH SCHEDULE GROUNDED USING UL LISTED LAY-IN , SS STAINLESS STEEL LUGS LISTED FOR THE PURPOSE.POSTS SSD SEE STRUCTURAL DIAGRAMS SHALL BE MADE ELECTRICALLY -•� SKYLINE SOLAR STC STANDARD TESTING CONDITIONS CONTINUOUS WITH ATTACHED RAIL. SWH SOLAR WATER HEATER 9, MODULE FRAMES,RAIL,AND POSTS 4 CROSSROADS DR.SUITE 116-wa 4r�+ ! ' TYP TYPICAL SHALL BE BONDED WITH EQUIPMENT HAMILTON,NJ 08691 LION UNLESS OTHERWISE NOTED GROUND CONDUCTORS AND GROUNDED l'- UPS UNINTERRUPTIBLE POWER SUPPLY LICENSES v VOLT AT THE MAIN ELECTRIC PANEL. VmP VOLTAGE AT MAX POWER 10. THE DC GROUNDING ELECTRODE -- li y H IC:632594 Voc VOLTAGE AT OPEN CIRCUIT CONDUCTOR SHALL BE SIZED I _ 'i ELEC:0188969-E1 yW WATT ACCORDING TO ART.250.166(B)&690.47. 3R NEMA 3R,RAIN TIGHT JOB NUMBER:196397 UTILITY:EVERSOURCE(CT) °`"'I" °[au olsv[°s: vut ( REED,GREGORY REED RESIDENCE RG Pvl -�� RACKING:INVISIMOUNT MTM AU'-5108 405 8072 199 SKYLINE DR, 10.44 kWDC ROOF SOLAR SYSTEM � - MODULES:(29)SUNPOWER SPR-X22-360 D AC SOUTH WINDSOR,CT 06074 °"°°� '° SKYLINE SOLAR}INVERTER:(29)SUNPOWER-GEN 3.0-HV-208/240V ( ) 11,266 kWH a�11�• 802 324-8048 P"Q""" COVER BMEET N LEGEND ❑M (E) METER NNv INVERTER FM MLC AC AC DISCONNECT FOH Dc DC DISCONNECT nnsP MAIN SERVICE PANEL a ❑B DC JUNCTION BOX W DRIVEWAY a MONITORING UNIT Z z a DISTRIBUTION PANEL LC LOAD CENTER U) Q STANDOFF LOCATIONS CONDUIT FENCE GATE JOB NUMBER:196397 UTILITY:EVERSOURCE(CT) °R °`5`"w°"` cesrxoer P PV2 te EED,GREGORY REED RESIDENCE RG RQr— RACKING:INVISIMOUNT r.=•.5108 405 8072 199 SKYLINE DR, 10.44 kWDC ROOF SOLAR SYSTEM MODULES:(29)SUNPOWER SPR-X22-360-D-AC SOUTH WINDSOR,CT 06074 °A00 COL SKYLINE,SOLA)INVERTER:(29)SUNPOWER-GEN 3.0-HV-208/240V (802)324-8048 11,266 kWH �� �h ""�"`"` °"E°`"" ++nop+s LEGEND MP2 TOTAL PENETRATION COUNT TO ROOF TRUSS PROFILE 2x/ MPI TRUSS SPACING 24Y TRUSS PROFILE U. n STRUT MOFLE 2. TRUSS SPACING 2/-OC -- RAFTERS RIOOE PROFILE 2x/ STRUT PROFILE — X{ TILEVER per, RIME PROFILE 2. RAIL ,. (LANDSCAPE) xLANTILEVER U•d %-SPACING /.� (ULNDSOAPEI X NRTI L E E1 %.SPACING ! zCRMTI vEq r-0' O MOUNT (PORTRIUT) LMTIIEVER x ACI /.Q (PoaTRAm OBSTRUCTION (PORTRAT) xEPACIRO ROOF PITOX (PORTR AIT) RAIT) fd MRAV PITCX 24' gOOf PRCX 2/' ROOFALNUM 200' ARMVPITCX 2/' MRAV KMUTX 200' ROOF K.UTX 2B0' I ROOF SURFACE TYPE c_S-0. MRAVK UTX ri3' A STORIES ROOF SURFACE TYPE Gertp.BNny" v -V STORIES -17 1 MP1 MP2 A MP1 MP2 H /I SOLAR MODULE 2• S1 7" 7N INVISiMOUNT RAIL INVISIMOUNT L-FOOT S 1 COMP SHINGLE 6_c" / 2'-0„ SUNMODO FLASHING 24' DECKING /24' 2.5"MIN EMBEDMENT PER SCREW LAG BOLT 2X4 TRUSS(gam 24"o c MP1 SIDE VIEW SCALE: NTS B MP2 SIDE VIEW SCALE: NTS INVISIMOUNT SCALE.NTS FREE JOB NUMBER:196397 UTILITY:EVERSOURCE(CT) 0N1F0. PV3 REED,GREGORY REED RESIDENCE RG RACKING:INVISIMOUNT DnlnAc*/ 5108 405 8072 199 SKYLINE DR, 10.44 kWDC ROOF SOLAR SYSTEM MODULES:(29)SUNPOWER SPR-X22-360-D-AC SOUTH WINDSOR,CT 06074 °"°° "� $W DATE! SKYLINE SOLAR INVERTER:(29)SUNPOWER-GEN 3.0-HV-208/240V (802)324-8048 11,266 kWH It'"M PAM WA: STRUCTURAL VIEWS LEGEND MP3 ROOF TRUSS PROFLE TRUSS SPACING 2( STRUT PROFILE 2%4 ——— RAFTERS RIDGE PROFILE 2X% %GNTILEVER Cd RAIL (LANDSCAPE( 14/ %SPACING �,d, (UNDSCAPEI O MOUNT .-CANTILEVER Rd (PCRTRAm %.S— OBSTRUCTION (PORTRAm ROOF PRCH 24- PRAY PITCH 24' _\ ROOF AZIMUTH 2W ARRAY AZMUTH 200' GOP SURFACE TYPE C—P SHryIA STORIES 1 Vv MP3 MP3 PV3A 7" SOLAR MODULE S1 INVISIMOUNT RAIL INVISIMOUNT L-FOOT 4'-7" COMP SHINGLE 2'—�" SUNMODO FLASHING /24' DECKING 25"MIN EMBEDMENT I' PER SCREW LAG BOLT 2'-0" 2X4 TRUSS C`24"o c. C MP3 SIDE VIEW SCALE: NTS i INVISIMOUNT SCALE NTS JOB NUMBER:196397 UTILITY:EVERSOURCE(CT) °"`R D SDIPSCN oLs AEUer PME PV3A REED,GREGORY REED RESIDENCE RG RACKING:INVISIMOUNT �TMAmc 5108 405 8072 199 SKYLINE DR, 10.44 kWDC ROOF SOLAR SYSTEM MODULES:(29)SUNPOWER SPR-X22-360-D-AC SOUTH WINDSOR,CT 06074 PA00AMON mY �R SKYLINE SOLAR,IWERTER:(29)SUNPOWER-GEN 3.0-HV-208/240V (802)324-8048 11,266 kWH �NAAE STRUCTURALVIEINS PANEL BRAND GE. - BREAKER METER NUMBER 69M80352 ENT O ROUND POWER OUTPUT=PTC RATING*#MODULES*M.INV EFF' GRWN R,kNCE NDER UNDERG OU GROUNDINGNG ND STRAJ -� FUSE 334.4*29*0.96=9,309.70 W SWC„ TOTAL= 9,309.70 W EMTN GROUND — GEC .—LE :'I1.1SE-E 12 MODULES/STRING @ 1.33A/MODULE=15.96AMP LOAD/STRING ------ METER 15.96 AMP *1.25 CONT DUTY=19.95 AMPS(WIRE AMPACITY MIN. 88�.89152 AN S.TNNN-2 —a.TMNN-2 AV IILT IAN,2 ANR,tt,TMNM-2. DEC NAGtt TMNN-2, DEC A 10.T„NN-2. DEC Y...EMSPCANDUIT.P EMT CDUIT,YPE LOAD CENTERMT CONDUIT,310 EMTAl IQTMVM-2 W 50A 20AIP I BRANCH OP 120N MP1 -----_� --�_----�------- I -- -- -- OPT CURRENT.1925 MA I' -------- LINE LOAD 1 :DN2P I I �I 1 BRANCH OF 11 ON M%b M% OPT CURRFNT.1629 i •I m 1p - - orr f I (El LOADS ii BRAND SOUMEa II 1BRANCHOF WB MP! II -- OPT CURRENT... PMTI DU222NRB I -_ FUSIBLE AC I I I � DMCOtM �I 1SNIP •I OTV f Ow 2 1 BRAND CSCO BRAND I OTV 2 GTV 20 I PMTt PART III OTT f ,1 BRAND SOIADECK BRANp BUNPON.ER NN! BRAND INSULAT FUSES SOA 9UNroWER PV35 I PART PART gPR.A22.28Dp-AC SIGR PIERCINGCONNECTOR PMTt PRODUCTION METER _J n JUMCTgN 90K AC IV MODULE IDM - M LOAD CENTER G _ 26ow O E 1A Lj VAC—NSV E DIX 1 GAUG O I AC MNL 122A BRAND D PART, Ow 2 OTV 1 GILWNO ROD BAMD BRAND yy PART PANT, Y p BREAKER =4 BREAKER O F 20K1P r 15N1P D O JOB NUMBER:196397 UTILITY:EVERSOURCE(CT, °R oREE oLsrxoer Pea PV4 REED,GREGORY REED RESIDENCE RG =-ey= RACKING:INVISIMOUNT --, 5108 405 8072 199 SKYLINE DR, 10.44 kWDC ROOF SOLAR SYSTEM MODULES:(29)SUNPOWER SPR-X22-360-D-AC SOUTH WINDSOR,CT 06074 Rm CDOG KLv ofrt SKYLINE SOLAR 11�16 PAIENME: SINGLELINE INVERTER:(29)SUNPOWER-GEN 3.0-HV-208/240V (802)324-8048 11,266 kWH NOTE: NEC 690.5(c) NEC 690.31 (E)3&4;2012 IFC 605.11 BACKGROUND AND LETTERING COLORS FOR SIGNAGE/LABELS PLACE THIS LABEL ON INVERTER(S)OR NEAR PLACE ON ALL JUNCTION BOXES,EXPOSED SHALL COMPLY WITH(IN ORDER OF PRIORITY)AHJ&FIRE GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS DEPARTMENT AMENDMENTS,STATE CODE,AND ANSI AND PENETRATIONS,ADJACENT TO THE GUIDELINES.THIS PAGE IS INTENDED OR SIGNAGE/LABEL WARNING MAIN SERVICE DISCONNECT VERBIAGE ONLY. WARNING OUTSIDE LABELING OF SYSTEM COMPONENTS AND METERS IS TO BE DONE IN A WAY SUITABLE FOR THE ENVIRONMENT IN ELECTRICAL SHOCK HAZARD RIMITTHE TED EQUIPMENT IS INSTALLED.NO STICKERS ARE IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED SOURCE NEC 690.17(E) NEC 690.35(F) PLACE THIS LABEL ON ALL DISCONNECTING PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX, MEANS WHERE ENERGIZED IN AN OPEN POSITION DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE: WARNING NEC 690.56(c) WARNING PLACE ON RAPID SHUTDOWN DISCONNECT WHEN RAPID ELECTRICAL SHOCK HAZARD SHUTDOWN IS INSTALLED DO NOT TOUCH TERMINALS ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM EQUIPPED SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED WITH RAPID SHUTDOWN POSITION AND MAY BE ENERGIZED NEC 705.12(D)(2)(b) NEC 705.12(D)(3) PLACE THIS LABEL AT P.O.C.TO SERVICE PLACE LABEL ON ALL EQUIPMENT CONTAINING DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER SUBPANEL IF APPLICABLE)) TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES WARNING CAUTION INVERTER OUTPUT CONNECTION CONTAINS MULTIPLE POWER DO NOT RELOCATE THIS OVERCURRENT DEVICE SOURCES JOB NUMBER:196397 UTILITY:EVERSOURCE(CT) °Rn o�swvnor� EsrNcuer ret PV5 REED,GREGORY REED RESIDENCE RG —�►19► RACKING:INVISIMOUNT �TM �'S108 405 8072 199 SKYLINE DR, 10.44 kWDC ROOF SOLAR SYSTEM rnmurna MODULES:(29)SUNPOWER SPR-X22-360-D-AC SOUTH WINDSOR,CT 06074 SKYLINE SOLAR �v wh i+�ou INVERTER:(29)SUNPOWER-GEN 3.0-HV-208/240V (802)324-8048 11,266 kWH PACE NWE. LABEL SETS ® SUNP WER® X-Series:X22.370 X22-360 X SunPower'X-Series:X22-370 I X22-360 SunPower Residential AC Module 6u.0 syeidKally for use wit)the SunPower EqunOX'syslem.the unly fully ,. :nlegiated soiulion devnnnf ent;rner.ed.and warranted byone manufacturer. Maximum Power.Minimalist Design. iii _ end•gang', _ I iii • amdauk st��•,VAU't_ave:rre'�:JW2s r< Y7 aaJ ___ ,♦µu•. Highest Lifetime Energy and Savings j L K51Rn O li X.Ne,bite—1Y TCT"'J..a i5 _ .. ..-_____________________ •. - Fundamentally Different. uo•e And Better. is -.' sr.•iMe ■ �_._7. r- The SunIsEmer,MaxeorVSoW Cell r••n er ovnulen ---- ^->•�' ,�„ �. u•.tl •wuu1F•, aNatw- r. -- --- - — ..v Best Reliability,Best Warranty ,, - ---- Pa[KvttJ S�1 ne J I U dalk. a'I'll-lN1 Zia, yvrFr,z Mra�4,^�d,� .. YE rn-;�kl.+ur,Pbwe•t'.,hn xn4yry.[u�n rn wnvwr.3ann rt:'rr'nd nur module an0 micro in% me sk— ,., r ., . .,. r �■ wRh the pnlu5r�•,tY5i 15 p.+dr ConYNrxn7 nowe-,;nd P•niluii'hj:d(A),iK4ld,ra;i Y hlgl,-�PowC Wd"gi'.r Sb!ar Wttory . ;nverter ' ! I ' n•d r p.i M- SUNPOWER" N,rC'.nr�'!nr Slna,A•.•h.^.IIXkfeh 3 M'rttl _ ..,.. 7.tlUU�JM1PUWCN S<7i7;'4 Rrv6 run a op•vtlen �)jnl"owerll InvisiMount" Residential Mounting System SunPower"I InvisiMount"I Residential Mounting System Simple and Fast Installation • integrated inowe to ran gounding Pre asu+nblea mid and end clamps .,..e•- r.r.,w• h•r o,:�,a...;w.,' • L"rabng mud clamp for•a y Placement ?.Ad damp wroth faCW!Ates ewn module Spao% 9mpie,pre-dMed rail spike10 WOM — - uL 2703 Listed tntegrated grourtding Flexible Design Addresses nearly all sloped rend?mkV rods _ Design iniandscape and prxtral? •e.,cir., r,�, ...,,, .,.. ,.r.,�,�;n,Nx.,, •.. ...:r Rails enable easy r,, management Cus[cxner-Preferred red A esthetics tit nwduleand x;mountingae5me.rirs '•__ Benz nclass ry9em aesinems Elegant Simplicity Prefnlum,low proffle design Black ar"zed iompu ants SunPower'InvisiMount"'is a SunPower designed tixiden mid clamps and"cian ps rail-based mounting system.The lnvisiMount system nardwam and capped,flush rails addresses residential sloped roofs and combines faster "" °" •' .r•,rra-... • Part of Superior System installation rime,design flexibility,and superior aesthetics. Built for use will SunPower 6C and AC mouLaes .-..,. .� - ...: -. .,. - :loon v.:.•: The InvisiMount product was specifically envisioned and •De4wrc4ty rystem reilabNny ara ae5thetlu .. �. ;".:, engineered to pair with SunPower modules.The resulting r.-ombfne with Sur,Power modules and �,c t a momtorxig aw system-level approach will amplify the aesthetic and installation benefits for both homeowners and installers. I1 a G, v sunpower.com U� SUNPOW $„r, • SUNPOWEW is ti®�tta o tti tta tti ti�tati� t�tatata� —_—_— —_— —M moIlAugignToust 4 MAFFE I MAFFE I SunPowerinvtsiuntCcsignTool Structural Calculations STRUCTURAL ENGINEERING STRUCTURAL ENGINEERING Paget 11 August 2014 • Performed independent calculations for six example project sites,plus spot checks of other potential project conditions,to compare to the structural design loads and load combinations Guillaume Carrd calculated by the tool to act on the arrays,rails,and attachments to the roof structure.For all SunPower Corporation of the examples that we checked,the loads and load combinations calculated by the tool are 1414 Harbour Way South consistent with our independent calculations in accordance with the structural design Richmond,CA 94804 standard ASCE 7.10 Minimum Design Loads for Buildings and Other Sirm-tures. • Performed independent calculations for ten example project sites,plus spot checks of other Subject: SunPower Invksimount Design Tool potential project conditions,to compare to the bill of materials estimated by the tool.For all Structural Calculations of the examples that we checked,the quantities of parts estimated by the tool are the same as the quantities front our independent calculations. or within a reasonable tolerance. The Dear Guillaume, attached"Engineering Basis of Calculations"describes the procedure that the tool uses for estimating the bill of materials. Per your request, we are pleased to present the findings from our review and testing of SunPower s Invisimount Design Tool,an online tool that: SUMMARY OF FINDINGS • Evaluates structural design lords on SunPower Invisimount solar arrays To an extent consistent with the scope of our review, our professional opinion is that the • Evaluates the maximum allowable spacing of attachments of the system to the roof to resist Invisimount Design Tool calculates structural design loads on the solar arrays,and maximum design loads allowable spacing of attachments to the roof structure,that are consistent with the standards and • Estimates the bill of materials for specific projects to assist with ordering parts from procedures described in the attached"Engineering Basis of Calculations."including ASCE 7-10 SunPower Minimum Design Loads for Buildings and Other Structures,the 2012 International Building Code,and the 2013 California Building Code. SCOPE OF THE TOOL Invisimount by SunPower is a solar panel support system for installing solar photovoltaic arrays DESIGN RESPONSIBILITY on sloped roofs of buildings.Typically such buildings are residential with shingle or tile roofs. The Invisimount Design Tool is intended to be used under the responsible charge of a registered Each row or column of modules is supported by two rails, which are attached to the roof design professional'where required by the authority having jurisdiction.In all cases,the tool structure.The number and spacing of attachments to the roof structure can vary depending on, should be used under the direction of a design professional with sufficient structural engineering for example,structural loads at a particular site,the type of attachment hardware used,and knowledge and experience to be able to: spacing of the building rafters. • Evaluate whether the tool is applicable to the project,based on the"Engineering Basis of The attached"Engineering Basis of Calculations"describes the scope of the Invisimount Design Calculations"document and the characteristics of the project.and Tool.its calculation procedures,and assumptions for use. • Understand and determine the appropriate values for all input parameters of the tool. SCOPE OF OUR REVIEW Results of the tool should be checked against the design professional's judgment.Excerpts from standards such as ASCE 7-10 are presented in the tool as pointers to the standard and are not Maffei Structural Engineering collaborated with SunPower on the development of the intended to diminish the user's responsibility to consult the applicable figures and sections of the Invisimount Design Tool,including the following tasks related to structural calculations: standard directly.The user or design professional in responsible charge assumes full design • Provided documents describing applicable building code formulas and the calculation responsibility. procedure to be implemented by SunPower's programming team The tool does not check the capacity of the building structure to support the loads imposed on the • Worked with SunPower and the programming team during implementation to answer building by the array,such as bending strength of roof rafters spanning between supports.This questions related to structural calculations and test the functionality of the tool 415.329.6100 'The terms registered design profe3siawl and registered design pmfessio d in nspmsible charge we defined in www.mul fei-alrud�uecam 0 IIr020121HC Section 202. 148 Hcmwsa Avenue nr Oakland.CA 94618 to�iota l�ttti isa�a l�ttti II August 2014 11 August 2014 M A F F E I SunPower Invisimount Design Tool SunPower Invisirrwunt Design Tool Structural Calculations M A F F E I Structural Calculations STRUCTURAL ENGINEERING Page STRUCTURAL ENGINEERING Page requires additional knowledge of the building and is outside the scope of the design tool and our ENGINEERING BASIS OF CALCULATIONS review. Building code structural loads If you have any questions regarding these findings,please call me at 510-604-2688. The Invisimount Design Tool determines structural loads on solar arrays in accordance with the standard Sincerely, ASCE7-10 Mininuan Design Lords for Buildings and Other Structures,which is referenced by U.S. �I= building codes.Calculations are based on user input and the assumptions described below.The tool hlaffel Structural Engineering „`' references the following sections of ASCE 7-10: • Wind loads are calculated per Section 30A"Port 1:Low-Rise Buildings"(not the Part 2"Simplified" "' ,l method). Joe Maffei,S E.,Ph.D,LEED AP E�dz�c{; —1—�--3 S) if, • Snow loads are calculated per Chapter 7.tiJ' � /J Seismic loads are calculated per Chapter 13.The force Fe is applied horizontally in the down-slope Princip il \a�4 *; T` / direction,concurrently wilh the downward vertical force 0.2StAtWp joe@maffei-structure.com • Combinations of loads are calculated using"Strength Design"(LRFD)per Section 2.3. Procedure for determining attachment spacing Per ASCE 7-10 Figure 30.4-2.the tool calculates the distension,a,of roof wind zones near roof edges, ridges,and corners,where design wind pressure is greater than in the middle of the roof.For each roof wind zone,the tool determines the maximum allowable spacing of attachments to resist the design bads, and the maximum allowable cantilever of a rail and module beyond the last attachment in a row.Spacing is based on the strength of structural components of the Invisinount system and the specified attachment type.Table I shows an example of spacing requirements calculated by the tool.Figure I illustrates the definition of attachment spacing and cantilever distance on a portion of an example array. • Bending strength of aluminum rails is calculated according to the Aluminum Design Manual 2010 Section B.3.2.1(LRFD). • The strength of attachments to the roof is from product information provided by the attachment manufacturer.Where capacities are given by the manufacturer in terms of Allowable Stress Design (ASD) loads, allowable loads are multiplied by 1.S for use with strength design (LRFD) load combinations. • The tool determines attachment spacing and estimates quantities for the attachments listed in the "attachment type"field.If other attachment hardware is used instead you as the Registered Design Professional are responsible for determining the amount and spacing of attachments and verifying that the attachment hardware complies with building tale requirements and with the Invisimo um system. • The maximum allowable attachment spacing is calculated by checking demand/capacily ratios for bending in the rail and tension,compression,and shear on attachments for all considered load combinations.The reported maximum allowable spacing is the greatest spacing,rounded down m the nearest 3-inch increment,for which all demand/capacity ratios are less than or equal to 1.0. • The maximum allowable cantilever of a rail beyond the last attachment in a row is taken as 113 the maximum allowable attachment spacing. • For attachment types that attach to mfters,the spacing selected for design is equal to the maximum allowable spacing.rounded down to a multiple of the rafter spacing.Spacing is lintited to 6 R maximum • The tool calculmes loads on rails and attachments assuming that each module is installed centered over a pair of rails as in Figure 2(a).In cases where one rail is closer to the midpoint of the module as in Figure 2(b),for the final design of the array,you as the Registered Design Professional may need 11 August 2014 M 11 August 2014 MAFFE I Sunpower Invisimounl Design Tod SunPower Invisimount Design Tool Structural Calculations M A F F E I Structural Calculations STRUCTURAL ENGINEERING page s STRUCTURAL ENGINEERING Paget to perform additional calculations to evaluate whether the spacing and number of attachments calculated by the tool is adequate for the project condition.For example,for a uniformly-loaded module in Figure 21b).Rail Y would have load increased by a factor of(L-20(L-X-l)compared DESIGN TOOL ASSUMPTION: ADDITIONAL TRIBCALUTARY WI NEEDED: to the condition in Figure 2(a).In this case,the user can override the quantity of attachments in the MODULES CENTERED OVER RAMS RAIL Y HAS GREATER TRIBUTARY WIDTH THAN RAIL K bill of materials if needed. MODULE,TVP. Tablet: Example spactna and eantlkver dlstanm calculated by the Invslrnount Design Tod RAIL,TYP. Roof wind Maximum spacing Maximum camilcver a v T 11 XI: zone between atachments of rail and module paw n EQUAL last attachment r r _ •s ((ft.) (ft.) -- -- L Zone .,�•'j Zone 2 .12 C, r i Zone 3 p cr Width of—f wind>,mes(ft.)-No EQUAL YL Actual values for a,sl,a:.s,,q,r:,r,will vary depending on r O _ a0' ! la) (b) user input for 4wiftc projects. Figure 2: Modules centered on rags.The tool calculates bade on rods and attachments amuming that each module is installed centered over a pair of calls as in(al.1n cares where one rail Is clamor to the Figure(right):Excerpt from ASCE 7-10 Figure 30.4-2B showing t} r r midpoint of the module as In(b),the veer may need to modal the spacing and number of example roof plan with roof wind zones(1,2.3)and wind zone O• attachments calculated by the tool.For example,for it uniformly-loaded module,Rail Y would dimension a(ASCE 7.10 a 337.Heavy lines indicate roof page 1 Y have bad Increased by a factor of(L-2X✓IL-X-17 compared to the condition shown in(a). edges and ridges.Dashed lines indicate boundaries between roof a wind zones. RAFTER,TYP. MODULE,TYP. RAIL,TYP ATTACHMENT,TYP. I I I 1 I 1 I I i i i I I i 1 1 1 I 1 I 1 1 I I 1 1 I 1 I 1 1 1 I 1 1 1 1 I 1 1 1 I I 1 1 1 1 I 1 1 1 I I I 1 I I 1 1 1 1 I I I 1 I I AN CANTILEVER OF RAIL AND ATTACHMENT SPACING MODULE BEYOND LAST (CENTER-TO-CENTER) ATTACHMENT Figure 1: Attacbment spacing and cantilever distance.To the extent possible,stagger attachment locations between adjacent rafters to Ifink the number of pdnl bads applied to each rafter. e�e�v v�fv�0 11 August 2014 M==� 11 August 2014 A F F E I SunPower Invisimount Design Tool SunPower Invisimount Design Tool A Structural Calculations M A F F E I Structural Calculations STRUCTURAL ENGINEERING Pagel STRUCTURAL ENGINEERING Page Procedure for determining bill of materials Assumptions for use The tool estimates the bill of materials needed for the array based on the army layout provided by the To streamline the use of the tool, the tool includes assumptions that are appropriate for normal user,die selected spacing of attachments,and the user's indication of which modules are located in which applications of Invisimount.Assumptions include the following: wind zones of the building roof. • The building is assigned to Risk Category 11 per ASCE 7-10 Table I.5-1.Risk Category❑covers For the purpose of estimating the number of attachments in a bill of materials,if any portion of a module most residential buildings. is located in roof wind zone 2 or 3,the tool assumes that the attachment spacing for that entire nodule • No live load acts on the panels. corresponds to the worst case wind zone.This is a conservative assumption in order to simplify the user • The wind directionality factor/4=0.85 per ASCE 7-10 Table 26.6-I. interface of the tool and to avoid underestimating the number of required parts.For the final design of the • ASCE 7-10 Figure 30.4-2A,30.4-211,or 30r4-2C is applicable for determining roof wind zones and army,you as the Registered Design Professional may choose to do more specific calculations to external pressure coefficient GC,for solar the arrays.For one of these figures to be applicable,the determine whether fewer attachments can be used.For example,in the case of a module where only one height h must be less than or equal to 60 ft,and the building must be either a gable roof with slope rail(and half or less of the module area)is in zone 2,with the remainder of the module in zone 1,it may less than or equal to 7 degrces,a gablelhip roof with slope 8 to 27 degrees,or a gable roof with slope be appropriate to use zone 2 attachment spacing for the rail in zone 2,and zone I spacing for the rail in 28 to 45 degrees.See ASCE 7-10 Section 30.4 for details. zone 1.In this case,the user can override the quantity of attachments in the bill of materials if desired. • For wind on solar arrays,the internal pressure coefficient GCa=0 per ASCE 7-10 Table 26.11-1. MODULE,TYR RAIL.TYP. ATTACHMENT,TYP. • For snow loads,the thermal factor C,=1.2 for the array per ASCE 7-10 Table 7-3.This applies to "unheated and open air structures"and is assumed to be appropriate for solar arrays that are separated front the roof. • For snow loads.the exposure factor G=0.9 for the array per ASCE 7-10 Table 7-2.This applies to roofs that are"fully exposed," meaning that there are no obstructions such as"terrain,higher structures.or trees,"parapets,or other rooftop equipment of a height and proximity that would cause increased snow buildup on the army.The"fully exposed"assumption may not be appropriate for situations where obstructions are located'within a distance of 10h"of the roof."where h"is the height of the obstruction above the roof level.if the only obstructions are a few deciduous trees that are leafless in winter,the'fully exposed'category"is appropriate(ASCE 7-10 p.30).See ASCE 7-10 Table 7-2 for details. • For snow loads,the slope factor C.for the array per ASCE 7-10 Figure 7-2 is calculated assuming the army is an "unobstructed slippery surface" that will allow snow to slide off the eaves. This assumption may not be appropriate for cases where snow is prevented from sliding off the array because of valleys in the roof,for example.See ASCE 7-10 Section 7.4. ROOF ROOF ROOF • For seismic loads.Site Class-D per ASCE 7.10 Section 11.4.2.See ASCE 7-10 Section 11.4 for EDGE WIND WIND ATTACHMENT SPACING ZONEI details and other site conditions. ZONE ZONE 4 ONLY ONE RAIL AND • The seismic component importance factor!,:1.0 for the solar array per ASCE 7-10 Section 13.13. H OF MODULE AREA ATTACHMENT SPACING ZONE 2 OR LESS IN ZONE I • For seismic loads, the component response modification factor Rr= 1.5, and the Component amplification factor a,=1.0,per ASCE 7-10 Table 13.5-1 or 13.6-1.This assumption is consistent Figure 3: Example of pumible reduction in number orattachments compared to bill of nwterials estimated with recommendations for other types of rooftop solar arrays in the guideline SEA(x PV 1 Structural by the tool.The estimated bill or matcrials assumes that both rails of a given row of modules will Seismic Requirements and Conunentaryjar Rooftop Solar Moovohaic Arrays. have the same attachment spacing.In The eases where it Is desired to use different attachment spacing on each rai4 the user can override the quantity of attachments In the bill or materials. CERTIFICATE OF COMPLIANCE CERTIFICATE OF COMPLIANCE Certificate Number 20150223-E466981 Certificate Number 20150223-E466981 Report Reference E466981-20140903 Report Reference E466981-20140903 Issue Data 2015-FEBRUARY-23 Issue Date 2015-FEBRUARY-23 Issued to: SUNPOWER CORP This Is to certify that representative samples of the product as specified on this certificate were tested according to the current UL requirements. 77 RIO ROBLES SAN JOSE CA 95134-1859 Additional Information: InvisiMount achieved a system fire classification'A'for a steep-sloped roof when tested In This is to certify that MOUNTING SYSTEMS,MOUNTING DEVICES,CLAMPING combination with Sunpower Corp:Models SPR-XYY-###,where YY represents numbers 18.19.20 representative samples of DEVICES AND GROUND LUGS FOR USE WITH or 21,and###represents any number from 365 to 310 and 274 to 233:SPR-EYY-if##,where YY represents numbers 18,19,20 or 21.and###represents any number from 345 to 285 and 250 to PHOTOVOLTAIC MODULES AND PANELS 225.All models identified must have the Gen 5 frame and have a Type 2 module characterization. USL-InvisiMount Mounting and Bonding Systems for use with The system fire test method was in accordance to Standard for Safety for Flat-Plate Photovoltaic Photovoltaic Modules,consisting of the following components: L- Modules and Panels,UL 1703.3rd Edition,dated May 20,2014. Foot,Rail,Rail Splice,Mid Clamp,Ground Lug Assembly. These system components have also been evaluated for a Class A System Fire Classification for a steep-sloped roof with Type 2 modules. (See addendum page for additional information.) Have been investigated by UL in accordance with the Standard(s)indicated on this Certificate. Standard(s)for Safety: UL Subject 2703,The Outline of Investigation for Mounting Systems,Mounting Devices,Clamping/Retention Devices,and Ground Lugs for use with Flat-Plate Photovoltaic Modules and Panels Additional Information: See the UL Online Certifications Directory at www.ul.com/database for additional information Only those products bearing the UL Listing Mark should be considered as being covered by UL's Listing and Follow-Up Service. The UL Listing Mark generally includes the following elements:the symbol UL in a circle:®with the word'LISTED';a control number(may be alphanumeric)assigned by UL;and the product category name(product identifier)as Indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product. .... ...ire,....... Page 1 of 2 Page 2 of 2 S U N POWE R SUNPOWER InvlslMounfrm Permit Resources—Ouick Reference Guide Roof Attach Eng1needriv Reports This document provides a comprehensive list of all the documentation on the InvisiMount Links to these documents are on the InvisiMount Resources Page Resources Page,as well as other websites,that can support you in obtaining a permit for a system using InvisiMount.As a result of the large variations in specific permitting processes • Engineering report,SunModo Comp Shingle and requirements for different AHJs this document should only be used as a reference to help • Engineering report,QuickMount Tile Hook you in creating submittals. Please consult your local AHJ for exact requirements.Please refer to the specific links on the InvisiMount Resources Page for the documents or websites 51mem Install Guides—InvislMount and Roof Attachment Hardware referenced below. Links to these documents are on the InvisiMount Resources Poge UL Certifications • InivlslMount System Installation Guide • InvisiMount Feld Assembly(FA)Sheet • UL Certification,Photovoltaic Modules and Panels • Installation Manual,SunModo Rafter- • UL Certification,InvislMount System • Installation Manual,SunModo Roof Deck • Installaton Manual,QulckMount Tile Hook These documents should be used in your permit submittal package. These documents establish UL 2703 compliance for the InvisiMount System.They certify grounding and Class A Datasheets fire ratings when the system Is Installed per the InvislMount Installation Guide. Links to these documents are on the InvisiMount Resources Page State Specific InvislMount Engineering Reports • SunPower Modules—Type 2 Fire Rating • InvisiMount Mounting System Some states may require that a professional engineer review and certify the engineering calculations used for your project. Reports for select states are supplied to certify the InvisiMount Design Tool output.The data used for the engineering basis of calculations can be If you have further questions about these documents please contact our Technical Support found in the letter for California.For other states you may need to provide the state specific Team at 1-855-977-7867 or t-hr,c? s!recrtri,s jnSy�.er com letter AND the California letter if they are looking for these exact calculations.This can vary by AHJ so please check with your local authorities. If you don'tsee a letter for your specific state,and you think this may be required,please confirm with your local AHJ and then contact our Technical Support Team for further assistance at techn call jp ort npewer.com y,nihwer Syrrcros 14 14 1 tarbrou Voy Soam Ste 1901 R,ChMo0,7,Callfpm,a 9d804 vmprn•.�r rum 2 to r� runuh.� [ ,uuta v.ulu�u. rhls Eertlfled that till" --!-, and speeifleetlens are true soploo of the proposed owning or siteratlowa tb a erect ^---� S together with amen rt= staled In applkerion sn1 filed with Plan a ld I comply with al aonihfl, BuHding and sl:!e ��d s.:eh girders as shall W Wood by the C..,. urrtmrnt during pertdena! of this applicatMn ,,r•.J issuanee of a boOdW4 pomet. 3titwea - -- ftrta platy h .por""'' S--bject to she evadiHow tko oraptlE dare c tfs�*ac.s P.Ssiatmo Or+OiM SO" N t![rrt'�iry1►*�1 a,atta �grafleZ7lwa�1 D7`nMi 7tsees I4-11r' 6`lYN lejtjiiflfl� �YrraDrQlter I�� wT flew. S APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE) 860-644-2511 EXT.230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: b O-l 1 - APPROVED: BLDG.PERMIT NUMBER: DATE INSPECTOR LOCATION OF WORK: �- APPLICANT: OWNER: TYPE OF STRUCTURE: ^AA C / ❑NEW BUILDING NAME:_RuAw�Lrn l(�` NAME: GIB ( Ql ❑ADDITION PHONE NUMBE� �j R�: /JII� �(0(0 � PHONE NUMBER: Z'3 ��RC�I 1 ❑EXISTING BUILDING ADDRESS: 3 V u 4�m 1 jtLp ' l ADDRESS: �cl cl SK�•I l�S� y��/� 1910, J(x N� NA AY1�.l d N t l&W Vk scf C. O W OI-1U TYPE OF USE: PRESIDENTIAL ❑C01,9v1ERCIAL ELECTRICAL INFORMATION- FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: ;1 1•• S SIZE OF SERVICE: 3 SIZE OF MAIN SERVICE: ' NUMBER OF METERS: NUMBER OF PANELS: ' ! ,�{� NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S OV OC) NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S 1 w NUMBER OF A/C CIRCUITS: c �(- 2 , ).)�;3 FEE SCHEDULE:S18 PER$1,0W10F THE ESTiMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER (Z6 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: ` / 1 • Ou�_zj,2 TYPE: _ STATE: SIGNATURE OF APPLICANT: C�, f DATE: a 1_� Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd.Skillman, NJ.08558 908-872-3664 Studiogdesign@comcast.net October 12,2018 South Windsor,CT. Attn: Construction Official Re: Proposed Photovoltaic Solar Panel Installation Gregory Reed 199 Skyline Drive. South Windsor, CT. 06074 Dear Sir: Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that An inspection was performed and analysis of the existing structure was conducted.There is adequate structural capacity for the installation of the array with the following recommendations: 1 The array will be installed on the existing roof. The roof is constructed of 2"x4"wood trusses @ 24" O.C. spanning 9'8"with a top chord length of 97'with intermediate supports at 1/2 points making the effective longest span 5'with 1/2"plywood sheathing.The new array(See Site map by contractor)will add 2.63 Lb./Sf. overall to the roof.No additional structure support is required for the existing roof structure. 2. The system shall be secured to the roof using the"Ecofasten Solar""Rock-IT"®attachment system. The installation shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested. The attachments shall be min. 5/16" x 4"long stainless-steel lags with a min. embedment of 3"into the rafters. Attachments shall be @ 48"o.c. Max. in roof wind zone 1 and @ 24"o.c. Max. in roof wind zone 2 and 3 lags to alternate rafters. Provide 6 mil.vapor barrier between dissimilar metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual.The panel angle shall match the roof slope. Structural Design Loads per ASCE 7-10 -Dead Loads= 10 psf(+2.6psf,New Solar Panels)= 12.6 psf.- Live Load=30psf Total dead weight on attachment= 19Lb. Max. Ch. 30 Wind Loads Components and Cladding -windloads= 120 mph Exposure B zone 1=+/-23.0 psf.,Zone 2&3=57.1.8psf. Area of Panels largest array=313.2sf Tributary area panels/attachment max. 313.2sf/39min= 8sf. Min Number of Attachments=39. Wind pressure 23.7 x Area 313.2/39 No.Attachments=458 TABLE 10.3.1 NDS Pull out strength of 5/16"x4"lags in rafter=W'=WxCdxCt=2661bs/in embedment x 3.25"embedment=798 x1.6Cd xl.00t= 1,276 Lbs Max.>458lbs/attachment Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd.Skillman, NJ.08558 908-872-3664 Studiogdesigns@comcast.net OK 3. Solar modules shall be UL-1703 rated. Refer to manufacturers specifications sheets. 4. Positive drainage of the system shall be so as not to void the existing roof warrantee. 5.All work shall be in strict compliance with the 2018 Connecticut State Building Code, I.R.C. 2015,2017 NFPA-70,and all Connecticut State adopted amendments,all county,and local governing laws and ordinances If you have any questions relating to this matter,please contact me at your earliest convenience.Thank you. F CONAl, W. '0 Daniel W. Dunzik, RA. LEED-AP CT. Lic.No. 0013930 LR6-60PB 280~300W Superior and special appearance applications. Outstanding • - performance Outstanding performance in low-light irradiance environments w1th special cell and module technology. 10-year Warranty for Materia Is . • . 25-year Warranty for 1 ' 25 year Power . , Warranty Annual Power Attenuation SrtiklSola�sLfnearWaRan 0.559fi andard Module li , near power Warran ry 1 S whom Complete System and Product Certifications Positive Power Tolerance IL, i 15,IEC 61730,JET,CQC,CE 0-,4 5\N l�Osltive tolerance of maximal power guaranteed. ISO 9001:2008:ISO Quality Management System High Conversion Efficiency ISO 14001:2004:ISO Environment Management System The highest efficiency up to18.3% OHSAS 18001:2007 Occupational Health and Safety Excellent Performance in Low irradiance Outstanding power output in low irradiance conditions,such as dawn,duskand cloudy days OI� ® ® Mti-PID `,;, Anti-PID techniques of processing solar cells and encapsulating modules applied;adaptable for E the installation in hot and highly humid areas. S Adaptability to the Harsh Environments c us Excellent anti salt mist and anti-ammonia capability and is adaptable to the harsh environments, such as seaside and farms. 'Specifications subject to technical changes and tests.Lerri Solar reserves Super Robust Frame,40mm Thickness the right of final Interpretation. Good pressure resistance and able to bear14001'a wind load and 540013a snow load. ■ L,O N G S o a r Room 201,Building 8.Sandhill Plaza,Lane 2290,Zuchongzhi Road,Pudong New District,Shanghai,201203 Tel 86-2161047332 Fax 86-2161047377 Eman moduleGiongi-sllicon.com Note:Due to continuous technical innovation,R&D and improvement,technical data above mentioned may be of modification accordingly.Lerri 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. LR6-60PB 280~300W Mechanical Detail i Mechanical Parameters Operating P 991(3e) FF sr a Number of Cells:60(6x10) Operating Temperature:40°G-+85`C Junction Box:IP67,three diodes Power Tolerance:,-+SW s•wr4.ro.r Output Cable:4mm',1000mm inlength Maximum System VoltageM:DC I OOOV 0ECI m _r Connector.MC4 or compatible with MC4 Maximum Series Fuse Rating:15A a � u�I.�mo<ro Weight:18.2kg NOCT:45 C t; MA A_A Dimension:165Ox99lx40mm Application Class:(lass A 953(375] I[L Packaging:26pcs per pallet LI L 3 I� Electrical Characteristics Type LR6-60PB-280M LR6-60PB-285M LR6-60PB-290M LR6-60PB-295M LR6-60PB-300M Testing Condition STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT Maximum Power(Pmax" 280 205.8 285 209.5 290 213.2 295 216.8 300 220.5 Open Circuit Voltage(Voc/V) 39.3 36.4 39.5 36.5 39.7 36.7 39.9 36.9 40.1 37.1 Short Circuit Current(Isc/A) 9.34 7.53 9,46 7.62 9.58 7.72 9.69 7.81 9.81 7.91 Voltage at Maximum Power(Vmp/V) 32.0 29.4 32.1 29.5 32.3 29.7 32.6 29.9 32.8 30.1 Current at Maximum Power prop/A) 8.75 7.00 8.88 7.10 8.98 7.18 9.05 7.24 9.15 7.32 Module Efficiency(%) 17.1 / 17.4 / 17.7 / 18.0 1 18.3 STC(Standard Testing Conditions):Irradiance ID00W/m2,Cell Temperature 25°C, Spectra at AM1.5 NOCT (Nominal Operating Cell Temperature):Irradiance 800W/M2,Ambient Temperature 2WC, Spectra at AM1.5, Wind at tm/S Temp.Coefficient Load Temperature Coefficient of Isc +0.059%.rc Maximum Front Static Load(Snow) 5400Pa Temperature Coefficient of Voc -0.300%/'C Maximum Rear Static Load(Wind) 240OPa Temperature Coefficient of Pmax -0.3901/6/`C Pass the Hailstone Test 25mm Hailstone at the speed of 23m/s Current-Voltage Curve(LR6-60PB-285M) Power-Voltage Curve(LR6-60PB-285M) Current-Voltage Curve(LR6-60PB-285M) IV Cd aempn]5C 12 CeX reme+i5°C �r�xv nw.,awimv 9 250 -IKIdex Yre•.•300N/rrd �hr[OerMNtld90NAi le IrKtlmrind.r OD'M'/m �IrN4tl•+n4-OGNYrri 3 -cau Tarp c c ioo -rmro..na-xav 3 e maa=eoowre. 6 -u'e T�m.�r,C 150 6 room:lrrw-aw,vm. u 4 .Q l IW_45'C 114 Temr r; too 4 .wowrm o -Coll Tta '+ C Carl Terry-IS C 50 _ 2 .1LOWIm 00 10 2 30 40 50 00 10 20 30 w 50 00 10 20 30 40 Voltage M voltage M voltage M ■ �' Solar Room 201,Building 8.Sandhill Plaza,Lane 2290,Zuchongzhi Road,Pudong New District,Shanghai,201203 Tel 86-2 1-6 1 04 7332 Fax 86-21-61047377 Emai: module®longi-siliconcom Note:Due to continuous technical innovation.R&D and improvement,technical data above mentioned may be of modification accordingly.Lerri 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. Data Sheet Enphase Microinverters Region.AMERICAS The high-powered smart grid-ready Enphase Enphase IQ 7 Micro"' and Enphase IQ 7+ Micro"" Q 7 and IQ 7+ dramatically simplify the installation process while achieving the highest system efficiency. Microinverters Part of the Enphase IQ System,the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoym, Enphase IQ Battery'", and the Enphase Enlighten'" monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install Lightweight and simple Faster installation with improved,lighter two-wire cabling Built-in rapid shutdown compliant(NEC 2014&2017) Productive and Reliable Optimized for high powered 60-cell and 72-cell*modules • More than a million hours of testing • Class II double-insulated enclosure • UL listed C+ Smart Grid Ready Complies with advanced grid support,voltage and frequency ride-through requirements Remotely updates to respond to changing grid requirements Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-SA) U *The IQ 7+Micro is required to support 72-cell modules. L E N P H A S E To learn more about Enphase offerings,visit enphase.com Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA(DC) IQ7-60-2-US/IQ7-60-B-US IQ7PLUS-72-2-US/IQ7PLUS-72-B-US Commonly used module pairings' 235 W-350 W+ 235 W-440 W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48 V 60 V Peak power tracking voltage 27 V-37 V 27 V-45 V Operating range 16 V-48 V 16 V-60 V Min/Max start voltage 22 V/48 V 22 V/60 V Max DC short circuit current(module Isc) 15 A 15 A Overvoltage class DC port II II DC port backfeed current 0 A 0 A PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) IQ 7 Microinverter IQ 7+Microinverter Peak output power 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal(L-L)voltage/ranger 240 V/ 208 V/ 240 V/ 208 V/ 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1.0 A(240 V) 1.15 A(208 V) 1.21 A(240 V) 1.39 A(208 V) Nominal frequency 60 Hz 60 Hz Extended frequency range 47-68 Hz 47-68 Hz AC short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms Maximum units per 20 A(L-L)branch circuit' 16(240 VAC) 13(208 VAC) 13(240 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed current 0 A 0 A Power factor setting 1.0 1.0 Power factor(adjustable) 0.7 leading 0.7 lagging 0.7 leading 0.7 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak CEC efficiency 97.6% 97.6% 97.5% 97.3% CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range -400C to+65°C Relative humidity range 4%to 100%(condensing) Connector type(IQ7-60-2-US&IQ7PLUS-72-2-US) MC4(or Amphenol H4 UTX with additional Q-DCC-5 adapter) Connector type(IQ7-60-B-US&IQ7PLUS 72-B-US) Friends PV2(MC4 intermateable). Adaptors for modules with MC4 or UTX connectors: -PV2 to MC4:order ECA-S20-S22 PV2 to UTX:order ECA-S20-S25 Dimensions(WxHxD) 212 mm x 175 mm x 30.2 mm(without bracket) Weight 1.08 kg(2.38 Ibs) Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class II double-insulated,corrosion resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 6/outdoor FEATURES Communication Power Line Communication(PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741-SA) UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.See the compatibility calculator at https//ennhac_e.com/en us/support/module compatibility 2.Nominal voltage range can be extended beyond nominal if required by the utility. 3.Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. To learn more about Enphase offerings,visit enphase.com v E N P H AS E. ©2018 Enphase Energy All rights reserved All trademarks or brands used are the property of Enphase Energy,Inc 2018-05-24 Cut Sheet - Rock-It-4.0-Coupling 1. Installation to be completed in accordance with manufacturer's written specifications and installation instructions. 2. See spec sheet or contact manufacturer for detailed material,finishes,and configuration options. 3. Contact manufacturer for detailed layout. 4. Do not scale drawings. 5. Subject to change without notice. 3.17in ® ® ® [80.54mm] 7.00in [177.80mm] 2.02in 2.14in 2.34in [51 .38mm] [54.37mm] [59.36mm] 32mm �35mm 40mm ALPINE ��<MoFasten Mae- 4741 W Polk Stree Ste.4 �GuARDS t Phoenix,AZ 85043 Toll Free Phone 1.888.766.4273 Toll Free Phone 1.877.859.3947 Material:See Spec Sheet Toll Free Fax 1.888.766.9994 Toll Free Fax 1.888.766.9994 Scale: 1:4 6/28/2017 1 A$G: - EF$: X --- -- — Cut Sheet - Rock-It-4.0-Hybrid Coupling 1. Installation to be completed in accordance with manufacturers written specifications and installation instructions. 2. See spec sheet or contact manufacturer for detailed material,finishes, and configuration options. 3. Contact manufacturer for detailed layout. 4. Do not scale drawings. 5. Subject to change without notice. 3.16in ® ® ® [80.29mm] 7.00in [177.80mm] m 5.00in _ [127mm] 2.02in o 2.14in 2.34in [51 .38mm] [54.37mm] [59.36mm] 32mm �35mm 40mm ALPINE �" 4741 W Polk Street Ste.4 SNo wGuARDS *EcoFasten Sa1ar Phoenix,AZ 85043 Toll Free Phone 1.888.766.4273 Toll Free Phone 1.877.859.3947 Material:See Spec Sheet Toll Free Fax 1.888.766.9994 Toll Free Fax 1.888.766.9994 - scale: 1:1 6/28/2017 I A$G: - EF$: X ROCK- IT SY STeM 4.0 sysTem sPeciFicaTions Max No.of Panels 300 Modules per ground lug Materials 300 Series Stainless, 6000 Series Aluminum Max System Voltage 1000VDC Coating Black Andodization/Mill Finish Class A Fire Rating With UL7 703 Type 1 Rated Lug Specifications Bumdy CL50-1 TN Ground Lug Modules,see note below. (UL Listing#KDER E9999) Leveling Range 3-4' Ground Wire 14 AWG-4 AWG Copper Per above Lug spec. Ground Wire Rock-It Slide Comp Range 3' Max Module Size 64.96'(1650mm)x Rock-it Slide Tile 7' 39.05'(992mm)x 2'(50mm) Min/Max Roof Slope 1/2:12/12:12 Max Downforce/Uplift Rating 45 PSF Max Anchor Spacing(35mm/40mm) 72' Rock-It Mount Load Rating 547lbs with Single 5/16'Lag 3.0 Max Anchor Spacing(32mm) 48' Safety Factor Skirt Box CITY 6 units Slide Fastening Hole 5/16'diameter Mount Box QTY 12 units Module Cantilever Maximum cantilever Is 1/3 Rock-It Slide Box QTY 50 units bracket spacing Coupling Box QTY 12 units Warranty 20 Year Material and Workman- ship Codes:National Electric Code,ANSI/NFPA 70,NEC 250,NEC 690,IRC,IBC Standards:UL 2703:First Edition,UL 1703 I"FmF:.aa$o��, M E-T S(It M r cart n OI wM l6G D CODE.GGT-02-2016 CONf011Mf TOLL Vol CONFORMS TO UL 2703 urorlwx l"rsrwnoM The EcoFasten Solar Rock-It System is a rooftop PV racking system consisting of 6000 Series Aluminum and 300 Series Stainless Steel components.The Rock-It System includes the rack components but does not include the PV panels, inverters or electrical components.The PV modules to be used with Rock-It shall be certified under UL 1703.The system shall be used on steep slope roofs mounted over a Class A fire rated roofing material and attached to the roof structure using 5/16"diameter,minimum 4"long 300 series Stainless Steel lag bolts with minimum thread embedment depth of 21/2"into the roof structure. Periodic re-inspection for loose components The system is subject to re-inspection as required by the PV module manufacturer or by the Authority Having Jurisdiction.Re-inspection,as required,should include evaluation of any loose components or loose fasteners.All loose components and fasteners should be secured in accordance with these instructions.The system should also be evaluated for any evidence of corrosion.Any corrosion should be removed.Any affected part should be cleaned or replaced in accordance with these instructions. e 1,NUa EcoFasten Solar® V www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 15 FeaTu res • New and improved design North-South adjustability • Fastest,easiest to level system on the market • Only one tool required(1/2"deep well socket) • Integrated electrical bonding Vertical adjustment of 3"-4" • SIMPLE-only 4 components EvaWaTeD, COmpaTIBLe MODULes Model Type CY'used to Downward Pressure Upward Pressure Down-slope Design ModUleMaMacturer MaduleDlmenSons(mm) ModuleDimenslonsQn) Maxlmumtlamp Indicate variable test) Design Load(psf) Design Load(psf) Load(psf) Spacing(in) TnnaSolar TSM-m4W5.08 1640x992x40 64.95"x39.05"-1.57" 33.3 33.3 20 72 Canadian Solar CS6P-xxxM 1638 x 922 x 40 64.48"x38.66"4.57" 33.3 33.3 20 72 Canadian Solar Cs6P-xxxP 1638 x982 x40 64.5"x38.7"XI.57' 33.3 33.3 20 72 Jinko Solar J(M)oaP-60 1650 x 992 x 40 64.96"x39.05"4.57" 30 30 20 72 Jlnko Solar JKMxxxM-60 1650 x992 x40 64.96"x39.05"4.57" 30 30 20 72 Jinko Solar JKMxxxPP-60 1650 x992 x40 64.96"x39.05"4.57" 30 30 20 72 Jinko Solar JKMxxxMM-60 1650 x 992 x 40 64.96"x39.05"x1.57" 30 30 20 72 Yingl I Solar YL2xxP-29b 1650 x 990 x 40 64.96"x38.97'x1.57" 30 30 20 72 LG Elcetronics LG300N1C-B3 1640 x 1000 x 35 64.57"x39.37'x1.38" 30 30 20 72 LG Elcetronics LG300N1K-G4 1640 x 1000 x 40 64.57"09.37'x1.57" 30 30 20 72 A)dtec Solar AC-xxxM/156-60S 1640 x 992 x 40 64.5"x39.06'k1.38" 30 30 20 48 RECOM RCM-2xx-6MB 1640 x992 x 35 64.56"x39.05"x1.37" 30 30 20 72 Sllfab SLA2xxP 1650 x990 x38 64.96"x38.97"4.49" 30 30 20 72 Solaria Power'Xr xxxR-BX 1621 x 1056 x 40 63.89"01.53"x1.57" 30 30 20 48 Hanwha-Q Cells* Q.PRO G42xx 1670 x 1000 x 32 65.75"x39.37'x1.25" 30 30 20 48 Harwhe-Q Cells* Q.PRO G42xx 1670 x 1000 x 32 65.75"x39.37'x1.25" 30 30 20 72 Sunpreme GxB-3xxT 1670x997x40 65.75"x39.25"x1.57" 30 30 20 48 REC REC-xxx-6MB 1675x997x38 65.94"x39.25"x1.5" 20 20 20 72 REC REC-xxx-6MB 1675x997x38 65.94"x39.25"x1.5" 30 30 20 48 SolarWorld SW xxx Mono Black 1675 x 961 x 33 65.95"x37.8"x1.30" 20 20 20 72 SolarWorld Sw xxx Mono Black 1675 x 961 x 33 65.95"x37.8"x1.30" 30 30 20 48 •Hanwha Q-Cells 32mm modules to be used with special order Rock-It System components.Call for details. e o0a EcoFasten Solar® v www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 16 Data Sheet Enphase Networking Enphase The Enphase IQ Combiner+` with Enphase IQ Combiner+ IQ Envoy'" consolidates interconnection equipment into a single enclosure and (X-IQ-AM1-240-2) streamlines PV and storage installations by providing a consistent, pre-wired solution for residential applications. It offers up to four 2-pole input circuits and Eaton BR series busbar assembly. Smart • Includes IQ Envoy for communication and control Flexible networking supports Wi-Fi, `r^O Ethernet,or cellular • Provides production metering and optional consumption monitoring Supports installation of the Enphase Q Aggregator" Simple P Eaton BR series panelboard interior Lys' Up to four 2-pole branch circuits for 240 VAC plug-in breakers(not included) 80 A total PV or storage branch circuits • _____.__ ._ _ .- -___. Reliable • Durable NRTL-certified NEMA type 3R enclosure • Five-year warranty • UL listed LISTED E N P H A S E To learn more about Enphase offerings,visit enphase.com \/ Enphase IQ Combiner+ MODEL NUMBER IQ Combiner+X-IQ-AM1-240-2 IQ Combiner+with Enphase IQ Envoy'for integrated revenue grade PV production metering (ANSI C12.20+/-0.5%)and optional*consumption monitoring(+/-2.5%). ACCESSORIES(order separately) Enphase Mobile Connect" Plug and play Industrial grade cellular modem with data plan for systems up to 60 microinverters. CELLMODEM-03(4G/12-year data plan) (Available in the US,Canada,Mexico,Puerto Rico,and the US Virgin Islands,where there is CELLMODEM-01 (3G/5-year data plan) adequate cellular service in the installation area.) CELLMODEM-M1(4G LTE CAT-M1/5-year data plan) Consumption Monitoring CT Split core current transformers enable whole home consumption metering*(+/-2.5%). CT-200-SPLIT ELECTRICAL SPECIFICATIONS Rating Continuous duty System voltage 240 VAC,60 HZ Eaton BR series busbar rating 125 A Max.continuous current rating(output to grid) 65 A Max.fuse/circuit rating(output) 90 A Branch circuits(solar and/or storage) Up to four 2-pole Eaton BR series Distributed Generation(DG)breakers only(not included) Max.continuous current rating(input from PV) 64 A Max.total branch circuit breaker rating(input) 80 A(any combination) Production Metering CT 200 A solid core pre-installed and wired to IQ Envoy MECHANICAL DATA Dimensions(WxHxD) 49.3 x 46.5 x 16.0 cm(19.4'x 18.3'x 6.3') Weight 7.5 kg(16.5 Ibs) Ambient temperature range -400 C to+460 C(-400 to 1150 F) Cooling Natural convection,plus heat shield Enclosure environmental rating Outdoor,NRTL-certified,NEMA type 3R,polycarbonate construction Wire sizes 20 A to 50 A breaker inputs: 14 to 4 AWG copper conductors • 60 A breaker branch input: 3 to 1/0 AWG copper conductors • Main lug combined output: 10 to 2/0 AWG copper conductors • Neutral and ground: 14 to 1/0 copper conductors Always follow local code requirements for conductor sizing. Altitude To 2000 meters(6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Fi 802.11b/g/n Ethernet 802.3,Cat5E(or Cat 6)UTP Ethernet cable-not included Cellular Optional,CELLMODEM-01 (3G)or CELLMODEM-03(4G)(not included) COMPLIANCE Compliance,Combiner UL 1741 CAN/CSA C22.2 No.107.1 47 CFR,Part 15,Class B,ICES 003 Production metering:ANSI C12.20 accuracy class 0.5(PV production) Compliance,IQ Envoy UL 916 CAN/CSA C22.2 No.61010-1 *Consumption monitoring is required for Enphase Storage Systems. To learn more about Enphase offerings,visit enphase.com ©2018 Enphase Energy All rights reserved All trademarks or brands in this document are registered by their respective owner. E N P H A S E. 2018-04-06 `/ • momentum SOLAR October 29, 2018 South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 To Whom It May Concern, Please be advised that the following individuals are approved to pull permits on my behalf in the State of Connecticut and the City of South Windsor: - Tiffany Bailoni - Cathaline Alcine - Erica Drake - Micaela Cusimano - Alexa Catalano - Harsimran Bal - David Mackey - David Dall Should you have any questions, please feel free to reach out to me via email at jmarinello@momentumsolar.com or via phone at S16-903-2008. Thank You, AV--2 Jeffrey Marinello ELC O203702-El 3o96 B Hamilton Blvd. South Plainfield,NJ o7o8o H + O N /aD.Od al _ �. �+ O HOQHL. K. o ,z � q � 4 F Npa, 1 6 40, NO ZONING VIOLATIONS IF HOUSE ERECTED A,S SHOWN AND STAKED. I HEREBY CERTIFY THIS MAP TO BE SUBSTANTIALLY PROPERTY OF CORRECT AND IN ACCORDANCE WITH CLASS A-2 OF CODE OF CONNECTICUT TECHNICAL COUNCIL. t� p� COMRECI LA- 3 O ALF'ORID ASSOCIATES s y No. 2163 CIVIL ENGINEERS 'o'♦/ �Fs Is I to WINDSOR•CONNECTICUT Fn�ineer h�. LOT 7� - SKYVIEW- SOUTH WINDSOR, SCALE: I IN. = 40 FT. DATE:✓A�,,-. /97� LITHO IN U. 4./1_ NOATM[A.T SU►�lY�O. The,Town of South Windsor Attn: Building Department 1540 Sullivan Avenue South Windsor, CT 06074 Gregory Reed - 199 Skyline Dr. Hello, Please cancel the permit application for the address listed above.The homeowner will no longer be moving forward with their solar project& no work was completed for this.Any further questions, please contact us @ 732-366-1854. Thank you, Momentum Solar Permitting Electric #[W, OZD 7-0 APPLICATION FOR BUILDING PERMIT Plumbing# (Y00661 1 HVAC# Date: Sprinkler#. Estimated Cost $ FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE t Total Fee $ J TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Location of Work d 'r-1 V% Lot No. Applicant's Address 30�ito }-�CMlltz,Yl Ig VLF S QIQA�j(I�1 o Tel # 3L to Town Q,l i` \�h P.101 Zip Lic.# Owner Architect Owner's Address 1 -e_ Architect's Address 31U fya �� ����� + h �1 LW W kno ki r 0 0-7 y Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit w e City Water -3 Well ❑ Septic System J Sewer J Ins: HO SP Area Basement Garage Approved by to tt Use Group Construction Type Ov �' iiae Ju I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed C/1� I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS • )4d4�0 Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd.Skillman, NJ.08558 908-872-3664 Studiogdesign@comcast.net October 12,2018 South Windsor,CT. Attn: Construction Official Re: Proposed Photovoltaic Solar Panel Installation Gregory Reed 199 Skyline Drive. South Windsor, CT. 06074 Dear Sir: Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that An inspection was performed and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1.The array will be installed on the existing roof. The roof is constructed of 2"x4" wood trusses @ 24" O.C. spanning 9'8"with a top chord length of 97'with intermediate supports at 1/2 points making the effective longest span 5'with 1/2"plywood sheathing.The new array(See Site map by contractor)will add 2.63 Lb./Sf. overall to the roof.No additional structure support is required for the existing roof structure. 2.The system shall be secured to the roof using the"Ecofasten Solar""Rock-IT"®attachment system.The installation shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested.The attachments shall be min. 5/16" x 4"long stainless-steel lags with a min. embedment of 3"into the rafters. Attachments shall be @ 48"o.c. Max. in roof wind zone 1 and @ 24"o.c. Max. in roof wind zone 2 and 3 lags to alternate rafters. Provide 6 mil.vapor barrier between dissimilar metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual.The panel angle shall match the roof slope. Structural Design Loads per ASCE 7-10 -Dead Loads= 10 psf(+2.6psf,New Solar Panels)= 12.6 psf.- Live Load=30psf Total dead weight on attachment= 19Lb. Max. Ch. 30 Wind Loads Components and Cladding -windloads= 120 mph Exposure B zone 1=+/-23.0 psf.,Zone 2&3=57.1.8psf. Area of Panels largest array=313.2sf Tributary area panels/attachment max. 313.2sf/39min= 8sf. Min Number of Attachments=39. Wind pressure 23.7 x Area 313.2/39 No.Attachments=458 TABLE 10.3.1 NDS Pull out strength of 5/16"x4" lags in rafter=W'=WxCdxCt=2661bs/in embedment x 3.25"embedment= 798 xl.6Cd xl.00t= 1,276 Lbs Max.>458lbs/attachment Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd.Skillman,NJ.08558 908-872-3664 Studiogdesigns@comcast.net OK 3. Solar modules shall be UL-1703 rated. Refer to manufacturers specifications sheets. 4. Positive drainage of the system shall be so as not to void the existing roof warrantee. 5.All work shall be in strict compliance with the 2018 Connecticut State Building Code, I.R.C. 2015,2017 NFPA-70,and all Connecticut State adopted amendments,all county,and local governing laws and ordinances If you have any questions relating to this matter,please contact me at your earliest convenience.Thank you. "�F CON/y .00 Daniel W. Dunzik,RA. LEED-AP CT. Lic.No. 0013930 PLAN KEY SYSTEM INFORMATION PV-1 COVER PAGE MODULE LONGI LR6-60PB-300M �l momentum PV-2 PANEL LAYOUT INVERTER ENPHASE IQ7-60-2-US SOLAR PV-3 LAYOUT DETAIL RACKING ECOFASTEN ROCK-IT SYSTEM LONGI LR6-60PB-300M PRO CUSTOM SOLAR LLC D.B.A.MOMENTUM SOLAR PV-4 ELECTRICAL 300 WATT MODULE 3096 HAMILTON BLVD.BUILDING B SYSTEM SIZE (DC) 5.4 KW 65" X 39" X 1.6" SOUTH PLAI 732)902-6, 4 o7oeo LOCATION 41.854498, -72.558632 (SEE DATASHEET) (ENTUM OLAR. MOMENTUMSOLAR.COM STRUCTURAL ENGINEERING DANIEL W.DUNZIK RA LEED-AP 'EDT SW ROCK—IT SEE ATTACHMENT SCHEDULE LICENSE f 13910 CC //11JJ�ICCIIII FOR MAXIMUM CANTILEVER (908)872-3664 ATADUNT SYSTIN 370 BURNT HILL ROAD 1 u 1. ALL WIND DESIGN CRITERIA ARE FOR GABLE AND HIP RESIDENTIAL ROOFS COUPLING SKILLMAN,NJ 08558 �O 'ECYASTEN''ROCK—IT' S"LiOD11l.E C d ONS FO W CONSIDERED FROM AN ANGLE OF MIN.9.5° (?�)TO MAX.45° ( )NOT TO EXCEED FLOK ATTACHMENTLAMP ENGINEERING LETTER ATTACHED HAS SPECIFICATI R IND AND LOAD CALCULATIONS FOR SOLAR INSTALLATION SPANS& 30'MEAN ROOF HEIGHT WITH A MIN 76" LAG BOLT(ASTE A276)STAINLESS STEEL .r MEOW, `��E COMPLIANCE ATTACHMENTTO MEET G THAT IT NS AVouTIONo THOE LAW FOR [COFASMC SKRT PLYMM D(M AI'� SOLAR MODULE ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A INTO THE RAFTER OR BLOCKING BETWEEN RAFTERS W/MIN. EMBEDMENT OF 3" RAM LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY Y. 2. THIS STRUCTURAL DESIGN REFLECTS STRUCTURAL CONNECTIONS TO THE 0' 0'-1_1" EXISTING STRUCTURE ONLY. MODULE TO ROCK IT LOADING AND CERTIFICATION 16 — GDTTE VICINITY MAP PER MECHANICAL LOAD TESTS IAW/ANSI UL2703 CONDUCTED ON BEHALF OF ECOFASTEN SOLAR BY TUV RHEELAND REFERENCE FILE L2-ELS150128a (REV 1) 3. ROOF SEALANTS SHALL CONFORM TO ASTMC920 AND ASTM 6511 AND IS THE ( , MINIMUM 5'SPACING TO GUTTER RESPONSIBILITY OF THE CONTRACTOR TO FILL ALL HOLES WATER TIGHT. / / ECOFASTEN SOLAR ROCK-IT MOUNTING DETAIL ECOFAS - ING SYSTEM INTEGRATED 4. "ROCK-IT"ATTACHMENTS ARE MANUFACTURED BY ECOFASTEN SOLAR, PHOENIX, \ /� WITH FLASHING COUPLINGS AND ADJUSTABLE CLAMP ARIZONA.AND SHALL BE INSTALLED IN STRICT COMPLIANCE WITH ATTACHMENTS MANUFACTURERS PRINTED INSTRUCTIONS. All C01PIXOM SHALL BE AS MWACIUG BY'ECOFASTEN SOUR'AND MIALLIT N STW COIPLL4ff 01H MWACTL M P00 SPECFICATI Wx ROCK-IT TO RAFTER ATTACHMENT SPACING SCHEDULE ULT IMATE ROOF ZONE 1 ROOF ZONE 2&3 DESIGN WIND MAX. SPAN/MAX. MAX. SPAN/MAX. FASTENER: MAXIMUM SOLAR ARRAY ELEVATION 4 25" CANTILEVER E CANTILEVER (MPH) (INCHES) (INCHES) LAG SCREW SPEC 203.2,8/04: (FLAT WASHERS TO BE USED WITH LAG MAXIMUM CLAMP ATTACHMENT SPACING:48" BOLTS) CUSTOMER 115 48"O.C./ 16" MAX. 24"O.C./12" MAX. STAINLESS STEEL LAG BOLT WITHDRAWAL VALUE 5/16" DIA., 266 INFORMATION 125 48"O.C./ 16" MAX. 24"O.C./ 12" MAX. LB/IN X 2-INCH THREAD DEPTH: 41 COUPLING CLAM 130 48"O.C./ 16" MAX. 24"O.C./12" MAX. GREGORY REED 532L8. CAP. EACH 140 40"O.C./ 16" MAX. 20"O.C./ 10" MAX. SOLID BLOCKIN -9 199 SKYLINE DR 150 35" O.C./ 16"MAX. 18"O.C./8" MAX. MAXIMUM SPAN BETWEEN MOUNTING GEET BOLTS"X" USE 48" MAX BETWEEN JOISTS LU SOUTH WINDSOR,CT 06074 160 32" O.C./12"MAX. 15"O.C./8"MAX. ALLOWED AS PER SCHEDULE AS REQUIRED M (802)324-8048 REFER TO STRUCTURAL CERTIFICATION LETTER FOR ALL STRUCTURAL w TABLE REFLECTS ATTACHMENT SPACINGS THAT EXCEED MANUFACTURERS INFORMATION OF EXISTING BUILDING STRUCTURE. " SPECIFICATIONS FOR WIND LOADS AS PER ASCE 07-10. RISK CATEGORY II TOPOGRAPHIC EFFECTS B,C, & D AND ROOF WIND ZONES 1,2,&3. ROOF ZONES 2&3 ARE WITHIN 48"OF ANY OUTER EDGE, HIP, RIDGE, OR GUTTER LINE FOR STRUCTURES 30'-0" OR LESS MEAN ROOF HEIGHT. GUTTER GUTTER BILL OF MATERIALS PV SYSTEM © ® Q © MODULES 18 TRUNK CABLE 24 INFORMATION w INVERTERS 18 WIRE CLIP 45 SYSTEM SIZE(DC):5.4 KW < (2) (1) �\QQ® CLAMP ASSEMBLY 46 INVERTER CLIP 18 18 MODULES: LONGI LR6 60P6 300M 18 INVERTERS: ENPHASE IQ7-60-2-US © 2 ® RIDGE RIDGE Q ®© O (2) COUPLING ASSEMBLY 25 © Q Q ® •SGo BONDING CLIP 6 L1J PR03ECT INFORMATION SKIRTS 12 < ® 0 0 INITIAL DATE: 10/17/2018 DESIGNER:AL ENPHASE COMBINER BOX 1 REV: DATE: DESIGNER: ® Q GUTTER Q GUTTER ® 60A FUSIBLE AC DISCONNECT 1 REV: DATE: DESIGNER: ROOF WIND ZONES AS PER IRC R301.2(7) 40A FUSES 2 COVER PAGE ROOF ZONES 2&3 ARE 48" FROM GUTTER ROOF EDGES, RIDGES, HIPS, RAKES, AND GUTTER EDGES FOR STRUCTURES 125A LINE TAPS 2 BELOW 30'-0"MEAN ROOF HT. P V_ 1 ROOF MODULE COUNT AZIMUTH TILT SHADING R1 12 204° 23° 84% R2 6 294° 23° 93% momentum SOLAR ROOF ACCESS PRO CUSTOM SOLAR MOMENTUM SOLAR 3096 HAMILTON ON BLVD. VD..BUILDING B SOUTH PLAINFIELD,NI 07080 (732)902-6224 ELECTRICAL EQUIPMENT MOMENTUMSOLAR.COM AC STRUCTURAL O DISC �B ENGINEERING MSP X,, DANIEL W.DUNZIK RA LEED-AP LICENSE N 13910 (908)872-3664 JP 370 BURNT HILL ROAD 1 SKILLMAN,NI 08558 ENGINEERING LETTER ATTACHED HAS SPECIFICATIONS FOR WIND AND LOAD CALCULATIONS FOR SOLAR INSTALLATION SPANS 9 ATTACHMENTS TO MEET LOCAL AND STATE BUILDING CODE COMPLIANCE.WARNING THAT IT IS A VIOLATION OF THE LAW FOR RIDGE ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. L� L ❑❑ ❑R1 IC ot .NI.N C11 Z ROOF AC I ntiuF,,L,� Ui LU '�� ti �o ' C~i\�` LU ARCI O /RID(GE In a Of`� R2 ❑ CUSTOMER INFORMATION ❑ GREGORY REED 199 SKYLINE DR ❑ SOUTH WINDSOR,CT 06074 (802) 324-8048 ❑ - - ❑ ❑ ❑ SYMBOL LEGEND R1 ❑ ❑ MSP MAIN SERVICE PANEL 9 CHIMNEY PV SYSTEM ❑ ❑ ❑' SP SUB-PANEL z SKYLIGHT INFORMATION SYSTEM SIZE(DC):5.4 KW OM UTILITY METER ® VENT 18 MODULES: LONGI LR6-60PB-300M Ac AC DISCONNECT O PIPE VENT 18 INVERTERS: ENPHASE IQ7-60-2-US DISC GROUND ACCESS FIRE SETBACK (TYP) (18" VENTILATION, UDC UTILITY DISCONNECT FAN PRO�ECTINFORMATION SITE PLAN 36" ROOF ACCESS) �LOAD CENTER SATELLITE DISH INITIAL DATE: 30/17/2018 DESIGNER:AL SCALE: 1/8" = V-0" E REV: DATE: DESIGNER: REFER TO LAYOUT DETAIL DRAWING FOR ALL DIMENSION E NEMA 3R BOX W/ENVOY-S ® FIRE SETBACKS REV: DATE: DESIGNER: SOLAR INSTALLER NOTES: cB COMBINER BOX GROUND ACCESS PANEL LAYOUT NO ADDITIONAL STRUCTURAL SUPPORT REQUIRED MODULE PITCH DIRECTION P V- 2 R1 - ARRAY 1 LAYOUT DETAIL SCALE: 1/8" = 1'-0" AZIMUTH: 204' momentum TILT: 23° SOLAR SHADING: 84% PRO CUSTOM SOLAR LLC D.B.A.MOMENTUM SOLAR 3096 HAMILTON BLVD.BUILDING B ����-��--7yyy SOUTH PLAINFIELD,NJ 07080 0'-6" 6'-2" 16'-4" 7� O'-O 6 MOMENTUMSOLAR COM 5'-0" 16'-4" 0'-6' I STRUCTURAL lid i I i ENGINEERING DANIEL W.DUNZIK RA LEED-AP I I I I I I I I SKI BURNT HILL ROAD 77T SKILLMAN,NJ 08558 91-1 11 ENGINEERING LETTER ATTACHED HAS SPECIFICATIONS FOR WIND 2 AND LOAD CALCULATIONS FOR SOLAR INSTALLATION SPANS& ATTACHMENTS TO MEET LOCAL AND STATE BUILDING CODE I I I I I I I I I COMPLIANCE.WARNING THAT ITIS A VIOLATION OF THE LAW FOR U I ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. 3,_ 2„ 2'-11' \`\\\\"\aO ,LCIO IN SOLAR INSTALLER NOTES: NO ADDITIONAL STRUCTURAL SUPPORT REQUIRED R2 - ARRAY 2 LAYOUT DETAIL SCALE: 1/8" = 1'-0" CUSTOMER AZIMUTH: 294° INFORMATION TILT: 23' GREGORY REED SHADING: 93% 4'-2 " 19'-9" 4'-2" 199 SKYLINE DR SOUTH WINDSOR,CT 06074 (802)324-8048 jv— T-0" I ( o I r i r ( r PV SYSTEM INFORMATION SYSTEM SIZE(DC):5.4 KW 6'-0" 18 MODULES:LONGI LR6-60PB-300M 18 INVERTERS:ENPHASE IQ7-60-2-US PR03ECTINFORMATION INITIAL DATE: 10/17/2018 DESIGNER:AL REV: DATE: DESIGNER: REV: DATE: DESIGNER: LAYOUT DETAIL SOLAR. INSTAi-LER NOTES: NO APDTTIONUU- SIRUCTURA1.SU"'ORT REQUIRED P V—3 18 LONGI LR6-60PB-300M 30OW MODULES PAIRED WITH • momentum 1m 18 ENPHASE IQ7-60-2-US MICRO-INVERTERS BRANCH CIRCUIT A SOLAR 9 MICRO-INVERTERS EXISITING GENERAL BRANCH CIRCUIT B ELECTRIC 200A MAIN PRO CUSTOM SOLAR LLC D.B.A.MOMENTUM SOLAR 9 MICRO-INVERTERS SERVICE PANEL 240 V 3096 HAMILTON BLVD.BUILDING 8 SOUTH PLAINFIELD,NI 07080 MAIN BREAKER:200A (732)902-6224 MOMENTUMSOLAR.COM + - + - + - ENPHASE 80A AC HOT TAP STRUCTURAL; COMBINER BOX ENGINEERING , W/ENVOY IQ DANIEL W.DUNZIK RA LEED-AP ■ ■ ■ / LICENSE♦1391020MOA (908)872-3664 ®�- SQUARE-D 60A 370 BURNT HILL ROAD gSKILLMAN,w 08 LE FUSIBLE AC UTILITY ENGINEERING LETT655ER ATTACHED HAS SPECIFICATIONS FOR WIND AND LOAD CALCULATIONS FOR SOLAR INSTALLATION SPANS& 8 DISCONNECT METER ATTACHMENTS TO MEET LOCAL AND STATE BUILDING CODE COMPLIANCE.WARNING THAT IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. ROOF 10A BREAKER 40A a0� ELECTRICIAN JUNCTION (ENVOY) PRO CUSTOM SOLAR DBA MOMENTUM SOLAR JEFFLLO BOX 20A BREAKER(A) 40A FUSES POWER 3096 HAEY MLT N BLVD. 3096 HAMILTON BLVD.BUILDING 8 TERMINATION CAP 1 2A-B 20A BREAKER(B)3 4 =GROUND (73O)90 62 4ELD,NJ 070e0 INSTALLED ON GRID END OF CABLE ELECTRICAL NOTES: 5.ALL CONDUCTORS ARE SIZED BASED ON NEC 2014 ARTICLE 310 10.SYSTEM COMPLIES WITH 690.12 RAPID SHUTDOWN AND ASSOCIATED 1.ALL CALCULATIONS FOR VOC,VMAX,IMP AND ISC HAVE BEEN 6.ALL EQUIPMENT INSTALLED IS RATED AT 75°C UNLESS NOTED LABELING AS PER 690.56(C).AC VOLTAGE AND SYSTEM OPERATING CALCULATED USING THE MANUFACTURED STRING CALCULATOR BASED ON 7.INVERTER NOC(NOMINAL OPEN CURRENT)OBTAINED FROM CURRENT SHALL BE PROVIDED AS PER 690.52. ASHRAE 2% HIGH AND EXTREME MINIMUM TEMPERATURE COEFICIENTS. EQUIPMENT DATA SHEET 11.CONDUCTORS IN CONDUIT ARE AC CONDUCTORS-BRANCH CIRCUIT 2. THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120 8.GROUNDING CONDUCTOR RUN WITH PHASE CONDUCTOR IN AND NOT PV SOURCE CIRCUITS 690.6. PARAGRAPH Q. THE SAME CONDUIT. 12.ALL GROUNDING SHALL COMPLY WITH 690.47(A)IN THAT THE AC 3. THIS SYSTEM COMPLIES WITH NEC 2014 9.SYSTEM IS CONSIDERED AN AC MODULE SYSTEM.NO DC MODULES SHALL COMPLY WITH 250.64. CUSTOMER 4. BRANCH CIRCUIT CALCULATION FOR WIRE TAG 1 DISPLAYS THE LARGEST CONDUCTORS ARE PRESENT IN CONDUIT,COMBINER,JUNCTION 13.NO TERMINALS WILL BE ENERGIZED IN THE OPEN POSITION IN THIS A INFORMATION BRANCH CIRCUIT IN SYSTEM.OTHER BRANCH CIRCUITS WILL HAVE LOWER BOX,DISCONNECT.AND COMPILES WITH 690.6-NO DC. MODULE SYSTEM 690.6,690.17. DESIGN CURRENT THAN THE ONE SHOWN. DISCONNECT AND ASSOCIATED DC CABLING ARE REQUIRED. 14.WHERE APPLICABLE, INTERCONNECTION SHALL COMPLY WITH GREGORY REED 705.12(D)(3),705.12(D)(2)(3)(B),705.12(A)AS PERMITTED BY 230.86(6) 199 SKYLINE DR PERMANENT LABEL & LOCATION (A) WARNING INVERTER OUTPUT CONNECTION. (D) JUNCTION BOX: WARNING ELECTRICAL SHOCK HAZARD. 690.35 SOUTH WINDSOR,CT06074 ON 10"X10" YELLOW PLAQUARD WITH BLACK ENGRAVED DO NOT RELOCATE THIS OVERCURRENT BACKFED DEVICE THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE (802)324-8048 LETTERING LOCATED BESIDE CUSTOMER NET METER. (B)AC DISCONNECT: PV AC DISCONNECT 690.15 UNGROUNDED AND MAY BE ENERGIZED CUSTOMER OWNED PARALLEL GENERATION (B) WARNING ELECTRIC SHOCK HAZARD. (E) CONDUIT/CABLE EVERY 10 FEET: 690.35 LABELS ARE WEATHER UV RATED RED PLASTIC WITH WHITE LETTERS DO NOT TOUCH TERMINALS.TERMINALS ON BOTH LINE& CAUTION: SOLAR CIRCUIT LOADSIDES MAY BE ENERGIZED IN THE OPEN POSITION. (F)THE DC CIRCUIT MEETS THE REQUIREMENT FOR UNGROUNDED PV ARRAYS (A) LOAD CENTER: WARNING DUAL POWER SOURCE. 690.14 (C) INVERTER: WARNING ELECTRICAL SHOCK HAZARD. 690.17 IN NEC 690.35. EQUIPMENT GROUND IS PROVIDED IN THE ENGAGE CABLE. NO SECOND SOURCE IS PV SYSTEM. IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED ADDITIONAL GEC OR GROUND IS REQUIRED. GROUND FAULT PROTECTION (GFP) CONDUCTORS MAY BE UN-GROUNDED AND ENERGIZED. IS INTEGRATED INTO THE MICROINVERTER. PV SYSTEM INFORMATION SYSTEM SIZE(DC):5.4 KW 18 MODULES:LONGI LR6-60PB-300M 18 INVERTERS:ENPHASE IQ7-60-2-US Wire Temp. Wire Temp. Conduit Derated Inverter NEC Design Ground Ground Wire Wire Tag Conduit Wire Qty Gauge Wire Type Rating Ampacity(A) Derate Fill Derate Ampacity(A) Qty NOC(A) Correction Current(A) Size Type 1 OPEN AIR 2 12 AWG Trunk Cable 90°C 30 1 1 30.00 9 1 1.25 11.25 12 AWG Trunk Cable PR03ECT INFORMATION INITIAL DATE:10/17/2018 DESIGNER:AL 2A 1" PVC 2 10 AWG THWN-2 90'C 40 1 0.8 32.00 9 1 1.25 11.25 08 AWG THWN-2 REV: DATE: DESIGNER: 2B 1" PVC 2 10 AWG THWN-2 90°C 40 1 0.8 32.00 9 1 1.25 11.25 08 AWG THWN-2 REV: DATE: DESIGNER: 3 1" PVC 3+G 08 AWG THWN-2 75°C 50 1 1 50.00 18 1 1.25 22.50 08 AWG THWN-2 ELECTRICAL 4 1" PVC 3+G 06 AWG THWN-2 750C 65 1 1 65.00 18 1 1.25 22.50 08 AWG THWN-2 PV-4 NOTE: LETTER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR. „ a .f[ttl A ih�1 ti.if �1 +I,f+nC ++� •+' n•n T„I,nsed nu co V/,s nt U+e V t ere Id at _ Street [.+ted in aPplieation and +d wrth all zoning• to Pth r with nm ar t• co+r plY n ,,n hall b „n ..rozrs as sa tiled with I;,•s a'd P endenc) during is iss 5u:d bV the '''+iA”: �f tnis nPpllcatlon and float issunnce of a oadint Jc permit. 1 I Signed _��—`—` l 4��bo Sign avpT,��d "t b+illdinghal This PWn Is regul'un8 orders and r•rdu,,aces Itcd Ilth These filed w{th come ved Condttaona fly APp- CNA B Ndildin—B Ito• �� 1625 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 11/15/10 GIS ID:83100199 FEE: 10.00 MUNIS APPLICATION# 201000924 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: JAMES O'BRIEN ADDRESS: 199 SKYLINE DRIVE ADDRESS: 199 SKYLINE DRIVE OWNER: CAIN SCOTT&KELLY SOUTH WINDSOR,CT 66074 ; 199 SKYLINE DRIVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ROOFING,SIDING,WINDOWS,NEW DECK SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WCfH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 11/15/2010 4:20 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800627 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 11/26/2018 GIS ID: 83100199 FEE: 18.00 MUNIS APPLICATION# 201802263 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: HECTOR SOTO L ADDRESS: 199 SKYLINE DRIVE ADDRESS: 173 SCANTIC ROAD OWNER: GREGORY REED 199 SKYLINE DRIVE EAST WINDSOR,CT 06088 DESCRIPTION OF WORK: 5 FT NATURAL GAS PIPE FROM METER TO 9 KW GENERATOR SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY kjE BUILDING DEPARTMENT. a CONSTRUCTION TYPE: A. OCCUPANCY GROUP: BUILD G OFFICIAL 11/26/2018 3:43 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800661 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/27/2018 GIS ID: 83100199 FEE: 288.00 MUNIS APPLICATION# 201802221 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MOMENTUM SOLAR ADDRESS: 199 SKYLINE DRIVE ADDRESS: 3096 HAMILTON BLVD OWNER: GREGORY REED 199 SKYLINE DRIVE SO.PLAINFIELD,NJ 07080 DESCRIPTION OF WORK: INSTALL 18 ROOF TOP PANELS 5.4 DC KW SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. d-4 CONSTRUCTION TYPE: $4r� OCCUPANCY GROUP: BUILI)ff OFFICIAL 11/27/2018 12:14 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900012 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 01/08/2019 GIS ID: 83100199 FEE: 234.00 MUNIS APPLICATION# 201802478 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SKYLINE SOLAR LLC. ADDRESS: 199 SKYLINE DRIVE ADDRESS: 121E NORTH PLAINS INDUSTRIAL ROAD OWNER: GREGORY REED 199 SKYLINE DRIVE WALLINGFORD,CT 06492 DESCRIPTION OF WORK: INSTALL 29 ROOF TOP SOLAR PANELS 10.44N KW SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY TIJr,BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDfNV OFFICIAL 1/8/2019 3:42 PM TFIE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCIIARGE 1000357 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 07/23/10 GIS ID:83100199 FEE: 851.00 MUNIS APPLICATION# 201000924 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: JIM O'BRIEN ADDRESS: 199 SKYLINE DRIVE ADDRESS: 3121 SOUTH STREET OWNER: CAIN SCOTT&KELLY COVENTRY,CT 06238 199 SKYLINE DRIVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ROOFING,SIDING,WINDOWS,NEW DECK SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/23/2010 11:51 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900004 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 01/08/2019 GIS ID: 83100199 FEE: 540.00 MUNIS APPLICATION# 201802478 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SKYLINE SOLAR LLC. ADDRESS: 199 SKYLINE DRIVE ADDRESS: 121 E NORTH PLAINS INDUSTRIAL ROAD OWNER: GREGORY REED 199 SKYLINE DRIVE WALLINGFORD,CT 66492 DESCRIPTION OF WORK: INSTALL 29 ROOF TOP SOLAR PANELS 10.44N KW SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THEABINGDEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OVFICIAL 1/8/2019 3:43 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500063 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 03/20/20 15 GIS ID: 83100199 FEE: 45.00 MUNIS APPLICATION# 201500215 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CRISP ELECTRIC LLC. ADDRESS: 199 SKYLINE DRIVE ADDRESS: 110 GRAHAM ROAD OWNER: CAIN SCOTT&KELLY SOUTH WINDSOR,CT 06074 199 SKYLINE DRIVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 200 AMP SERVICE UPGRADE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/20/2015 2:20 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800465 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 11/14/2018 GIS ID: 83100199 FEE: 90.00 MUNIS APPLICATION# 201802213 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: THOMAS ELECTRIC CO.,LLC ADDRESS: 199 SKYLINE DRIVE ADDRESS: 698 WOLCOTT ROAD' OWNER: CAIN SCOTT&KELLY 199, SKYLINE DRIVE BRISTOL,CT 060110 DESCRIPTION OF WORK: INSTALL 9KW STANDBY GENERATOR WITH AUTO TRANSFER SWITCH SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY XILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDIN MCIAL 1 1/14/2018 1:20 PM THE FEE ABOVE INCLUDES A$0.26 PER TIIOUSAND CT STATE EDUCATION SURCHARGE 1800477 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 11/27/2018 GIS ID: 83100199 FEE: 126.00 MUNIS APPLICATION# 201802221 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MOMENTUM SOLAR ADDRESS: 199 SKYLINE DRIVE ADDRESS: 3096 HAMILTON BLVD OWNER: GREGORY REED 199 SKYLINE DRIVE SO. PLAINFIELD,NJ 07080 DESCRIPTION OF WORK: INSTALL I8 ROOF TOP PANELS 5.4 DC KW SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. a CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDIrl 6FFICIAL 1 1/27/2018 12:14 PM TILE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCI{ARGE 1300094 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 02/28/2013 GIS ID: 83100199 w FEE: 30.00 MUNIS APPLICATION# 201300193 BUILDING DESCRIPTION: APPLICANT=` .;4;µ, LOCATION NAME: NEWINGTON ELECTRIC COANC. ADDRESS: 199 SKYLINE DRIVE ADDRESS: 16 PROGRESS CIRCLE �v";� - OWNER: GAIN SCOTT&KELLY NEWINGTON,CT 06111" a - 1.99 SKYLINE DRIVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 200 AMP UNDERGROUND SERVICE CHANGE,NEW.METER,PANEL,AND UPGRADE GROUNDINGS. SPECIAL CONDITIONS:. . ' 7 "' ALL WORK TO BE DONE IN ACCORDANCE-WITH"THE,APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. 'M CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/28/2013 10:15 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE