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HomeMy WebLinkAbout25 NORTHVIEW DR q CO APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 P NUMB DEPARTMENT DECISION APPLICATION IS HEREBY: PA APPROVED: BL RMIT NUMBER: T DATE INSPECTOR LOCATION OF WORK: 025 APPLICANT: OWNER: TYPE OF STRUCTURE: (� / ❑NEW BUILDING NAME: r i n( I ( 1C.✓ NAME: XCt�� Y D S 1 �C1Q s J ❑ADDITION PHONE NUMBER: )LAI 7O I na l PHONE NUMBER: Yk O '7�� a 013 �JLXISTING BUILDING ADDRESS: ADDRESS: TYPE OF USE: OG -((o S•U ros rn/ �}� a(06 �L� _ l RESIDENTIAL o COMMERCIAL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: ::o Iris ,ov nao. m SIZE OF SERVICE: Y_ ��K,w nnor,u e't' SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: 3 tp)oaotuf41 J o5 NUMBER OF LIGHT CIRCUITS: ESTIMATED COST: $ L r;) e i P c-f Y cG NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED: NUMBER OF A/C CIRCUITS: FEE SCHEDULE:$18 PER$1,000 OF THE 0ynMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS NUMBER OF OUTLETS: $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) 11ii I 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.: l 2�NU 54 TYPE: CA STATE: SIGNATURE OF APPLICANT: DATE: I Electric # c 2 APPLICATION FOR BUILDING PERMIT Plumbing# n<<7�, 2 1V rJ�'lil 1Ll (.�„j a?- Date: - HVAC# Sprinkler# Estimated Cost $ FINAL APPROVALS Permit Fee $ Building - - COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.for CO. SIGN ON REVERSE SIDE Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: � -)/ „ Applicant L LocationofWork S LotNo. Applicant's Address j__k c KCe To # 10 S. T o(. .� 2 Town ( he56't Zip C T Lic.# D lDr-{(O Owner Architect NJJA Owner's Address `Z N D Y f h V i t'_W J)Y-• Architect's Address C L)1Af k k n9-,CY, t T _Zip G IsC�} Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit T_h Sf q(f of r oh Of rrt)f _ yP 0k4+C J S�lay I V S�ISfC Y1�� W12 KW , 2$ rrcJL4lc3 City Water J Well J Septic System J Sewer J Ins: HO SP I Area Basement Garage Approved by Date )I-1jP .jP,, Use Group Construction Type 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 _ WESTSHORE DESIGN ENGINEERS, P.C. - 100 GREAT OAKS BLVD. I SUITE 117A ALBANY I NEW YORK I 12203 To: Trinity Solar 7 McKee Place Cheshire,CT 06410 Date: November 9,2018 Ref.: 18110370 Subject: Kathy Voisine 25 Northview Dr. South Windsor, CT Dear Trinity Solar, The following references the Voisine residence in South Windsor, CT: I Existing roof framing_ Conventional framing is 2x6 at 16"o.c.with a 13' span(horizontal rafter projection).This existing structure is capable to support all the loads that are indicated below for this photovoltaic project. 2. Roof Loading - 4.33psf dead load (modules plus mounting hardware) - 30psf ground snow load - 5.7psf roof materials(1.7psf 2x6, 1.5psf sheathing, 2.5psf asphalt shingles) - Exposure Category B, 125mph wind gust(3 sec.) This installation design will be in general conformance to the manufacturer's specifications,and complies with all applicable laws, codes, and ordinances, and 2018 State CT Building Code, International Residential Code/lRC 2015. The spacing and fastening of the mounting brackets is to have a maximum of 48"o.c. span between mounting brackets, staggered, and secured using 5/16" diameter corrosive resistant steel lag bolts. A minimum of 3" of penetration per lag bolt is required, which is adequate to resist all 125mph 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 a primary framing member for the full length to the threaded portion of the screw to avoid splitting of the framing member. Thank you. ������i1►�i��� Westshore Design Engineers r NO.32451 i S@V���►`� Exp.1.31.19 I 1-9-2018 John Eibert Nicolas Nitti, PE Project Coordinator President WestShore Design Engineers 1 100 Great Oaks Blvd.I Suite 117A I Albany,NY 12203 1518.313.7153 WESTSHORE DESIGN ENGINEERS, P.C. - 100 GREAT OAKS BLVD. I SUITE 117A ALBANY I NEW YORK 1 12203 To: Trinity Solar 7 McKee Place Cheshire,CT 06410 Date: November 9, 2018 Ref.: 18110370 Subject: Kathy Voisine 25 Northview Dr. South Windsor,CT Dear Trinity Solar, The following references the Voisine residence in South Windsor,CT: 1 Existing roof framing. Conventional framing is 2x6 at 16"o.c.with a 13' span(horizontal rafter projection). This existing structure is capable to support all the loads that are indicated below for this photovoltaic project. 2. Roof Loading - 4.33psf dead load(modules plus mounting hardware) - 30psf ground snow load - 5.7psf roof materials (1.7psf 2x6, 1.5psf sheathing,2.5psf asphalt shingles) - Exposure Category B, 125mph wind gust(3 sec.) This installation design will be in general conformance to the manufacturer's specifications,and complies with all applicable laws, codes, and ordinances, and 2018 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, staggered, and secured using 5/16" diameter corrosive resistant steel lag bolts. A minimum of 3" of penetration per lag bolt is required, which is adequate to resist all 125mph 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 a primary framing member for the full length to the threaded portion of the screw to avoid splitting of the framing member. Thank you. ♦`�� � CONK �''�. Westshore Design Engineers % NO.32451 4.- .�/CEHSSO`*'\�� s�ONA�0���`♦ Exp.1.31.19 11-9-2018 John Eibert Nicolas Nitti, PE Project Coordinator President WestShore Design Engineers 1100 Great Oaks Blvd.I Suite 117A I Albany,NY 12203 1518.313.7153 INSPECTION FIELD SHEET O1/03/19 Printed by Acevedo, Maria 15 02 14 INSPECTION: 111826 FINAL PERMIT: STATUS APPLICATION: 201802287 LOC: 25 NORTHVIEW DRIVE SOUTH WINDSOR PROPERTY ID: 64500025 OWNER: VOISINE ALLEN T & CATHERINE C CONTRACTOR: REQUEST BY: PROJ DESC: INSTALL 8 82 KW ROOF TOP SOLAR SYSTEM WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 12/17/18 PRIORITY: SCHEDULED: 12/17/18 AM COMPLETED: 12/17/18 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 12/17/18 DOUG PASS E010 ELECTRIC FINAL NOTES:'REFER TO MODULE SPECS FOR MODULE DIMENSIONS • 'DEPICTED MODULES MAYBE PORTRAIT OR LANDSCAPE UNIRAC CLAMP NEW PV SOLAR MODULE.TYPICAL (REFER TO SPEC SHEET FOR DETA" (REFER TO EQUIPMENT SCHEDULE FOR SPECS AND QUANTmES) SOLAR MODULE SOLAR MODULE ♦ F _ NEW MOUNTING FOOT/ATTACHMENT POINTS.TYPICAL (REFER TO ECOFASTEN'L'FOOT UNIRAC RAIL ENGINEERING LETTER FOR SPACING w\ 4 AND ENGINEERING i0 (REFER TO SPEC SHEET FOR DETAILS) (REFER TO SPEC SHEET FOR DETAILS) r. s NEW UNIRAC RAR-TYPICAL TO BE MOUNTED PERPINDK ULAR TO ECOFASTEN FLASHING EXISTING ASPHALT SHINGLES a STRUCTURE(REFER TO UNIRAC (REFER TO SPEC SHEET FOR DETAILS; (REFER TO ENGINEERS LETTER FOR SPECS) SPECIFICATION I DATA SHEET FOR -"o DETAEND CLIP.TYPICAL S.S.LAG BOLT--► APOC SEALANT �♦ _ _♦ (REFER TO UNIRAC SPECIFICATION I SOLAR MODULES SHALL NOT S2 S DATA SHEET FOR DETAILS) EXISTING RAFTER EXCEED PEAK HEIGHT. 2 (REFER TO ENGINEERS LETTER FOR SPECIFICATy • NEW MID CUP,TYPICAL p (REFER TO UNIRAC SPECIFICATION I DATA SHEET FOR DETAILS) PV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF i HEIGHT FROM GROUND LEVEL TO PEAK OF ROOF ATTACHMENT&CLIP DETAIL SCALE:NOT TO SCALE SCALE:NOT TO SCALE I SCALE:NOT TO SCALE ARRAY SCHEDULE Issued/Revisions ' •I (PROPER LINE) BACK T1' -�__� 1 1 1 I 1 n nsueororowxsHP wAvrAHrt IOI31/IOIe I NO. DESCRIPTION DATE 1 1 Project Title: 1 I VOISINE,KATHY 1 1 TRINITY ACCT#:2018-10-299998 I I Project Address: 1 I 1 I I 25 NORTHVIEW DRIVE SOUTH WINDSOR,Cr 06074 i f R 41.815233,-72.589012 IC Drawing TiUe: 1 DC 1 I ■ PROPOSED PV SOLAR SYSTEM 1 I 1 1 I UD Drawing Information ' , I I 1 DRAWING DATE: 10/31/2018 I E M DRAWN BY: MS . 1 1 REVISED BY: 1 1 I 1 I System Information: 1 DC SYSTEM SIZE: 8.82kW 1 i I AC SYSTEM SIZE: 7.6kW I TOTAL MODULE COUNT: 28 1 MODULES USED: HANWHA 315 1 1 MODULE SPEC#: Q.PEAK DUO BLKGS 315 1 UTILITY COMPANY: EVERSOURCE UTILITY ACCT#: 51482407004 UTILITY METER#: 967412142 NOTES: DEAL TYPE: SUNNOVA 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.)ARRAY BONDING TO COMPLY WITH MANUFACTURER SPECIFICATION. FRONT 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. Rev.No. Sheet 4) AN AC DISCONNECT SHALL BE GROUPED WITH INVERTER(S) NEC 690.13(q ROOF 1 5) ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATIN MODULES:28 6a ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY SHALL NOT EXTEND BEYOND EXISTING ROOF EDGE. I PITCH:23 ORIENTATION:197 PLUMBING SCHEDULE EQUIPMENT SCHEDULE P 1 PV - 2 SYMBOL LEGEND ROOF 2 OTY SPEC# MODULES:0 INDICATES ROOF DESIGNATION.REFER TO INDICATES NEW UNFUSED PV DISCONNECT TO BE INDICATES NEW PV ONLY SUBPANEL PITCH:23• R1 ARRAY SCHEDULE FOR MORE INFORMATION UD INSTALLED OUTSIDE (UTILITY ACCESSIBLE) SP TO BE INSTALLED 28 HANWHA 315(Q.PEAK DUO BLK-G5 315) ORIENTATION:17' ROOF 3 INDICATES NEW PV SOLAR MODULE.RED MODULES ` 1 SE760OH-USODONNC2 a MODULES:0 PITCH:23' INDICATES EXISTING METER LOCATION INDICATE PANELS THAT USE MICRO INVERTERS. ORIENTATION:287' M REFER TO EQUIPMENT SCHEDULE FOR SPECS. r Pn +AL ROOF a - - �- --- OTHER OBSTRUCTIONS T1 MODULES:0 EP LOCATION: INSIDE � INSTALLED OUTSIDE. PITCH:23' INDICATES EXISTING ELECTRICAL PANEL INDICATES NEW PRODUCTION METER TO BE ORIENTATION:107' SOLAR ROOF 5 --- -' MODULES:0 INDICATES NEW FUSED PV DISCONNECT TO BE INDICATES NEW INVERTER TO BE 2211 Allenwood Road PITCH:5' 877 786.7283 ORIENTATION:107• a INSTALLED INSIDE � INSTALLED OUTSIDE. , Wall,New Jersey 07719 www.Trinity-Solar.com REFER TO EQUIPMENT SCHEDULE FOR SPECS. 1 INSTALLATION OF NEW NORTHVIEW DRIVE. ROOF MOUNTED PV SOLAR SYSTEM " 25 NORTHVIEW DRIVES - ;:L, s SO UTH W I N DSO R, CT 06074 j R- rf,:. y f • ! Issued/Revisions v) i550EC t0lOWN5NN 40P V[MMIi 10/Il/2(11 NO. DESCRIPTION DATE VICINITY MAP SITE SCALE: NTS Project Title: VOISINE,KATHY TRINITY ACCT#:2018-1D-299998 Project Address: 25 NORTHVIEW DRIVE SOUTH WINDSOR,CT 06074 41.815233,-72.589012 GENERAL NOTES GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED ABBREVIATIONS CONTINUED SHEET I N D E X Drawing Title: 1. THE INSTALLATION CONTRACTOR IS B. THE DC VOLTAGE FROM THE PANELS IS 14. B) CURRENT PREVAILING UTILITY JB JUNCTION BOX PV-1 COVER SHEET W/ SITE INFO & NOTES RESPONSIBLE FOR INSTALLING ALL ALWAYS PRESENT AT THE DC COMPANY SPECIFICATIONS, kCMIL THOUSAND CIRCULAR MILS EQUIPMENT AND FOLLOWING ALL DISCONNECT ENCLOSURE AND THE DC STANDARDS,AND REQUIREMENTS kVA KILO-VOLT AMPERE PV-Z ROOF PLAN W/ MODULE LOCATIONS PROPOSEDPVSOLARSYSTEM DIRECTIONS AND INSTRUCTIONS TERMINALS OF THE INVERTER DURING 15 THIS SET OF PLANS HAVE BEEN kW KILO-WATT CONTAINED IN THE DRAWING PACKAGE AND DAYLIGHT HOURS.ALL PERSONS PREPARED FOR THE PURPOSE OF L WH LINE-WATT HOUR PV-3 ELECTRICAL 3 LINE DIAGRAM INFORMATION RECEIVED FROM TRINITY. WORKING ON OR INVOLVED WITH THE MUNICIPAL AND AGENCY REVIEW AND MAIN CIRCUIT BREAKER 2. THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM ARE WARNED APPROVAL.THIS SET OF PLANS SHALL MCB AP APPENDIX DrawingInformation RESPONSIBLE FOR INSTALLING ALL THAT THE SOLAR MODULES ARE NOT BE UTILIZED AS CONSTRUCTION MDP MAIN DISTRIBUTION PANEL EQUIPMENT AND FOLLOWING ALL ENERG12ED WHENEVER THEY ARE DRAWINGS UNTIL REVISED TO INDICATE MLO MAIN LUG ONLY DRAWING DATE: 10/3 112 0 18 DIRECTIONS AND INSTRUCTION CONTAINED EXPOSED TO LIGHT. 'ISSUED FOR CONSTRUCTION'. MTD MOUNTED DRAWN BY: MS IN THE COMPLETE MANUAL. 9. ALL PORTIONS OF THIS SOLAR 16 ALL INFORMATION SHOWN MUST BE MTG MOUNTING REVISED BY: 3. THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM SHALL BE CERTIFIED PRIOR TO USE FOR N NEUTRAL RESPONSIBLE FOR READING AND MARKED CLEARLY IN ACCORDANCE WITH CONSTRUCTION ACTIVITIES. NEC NATIONAL ELECTRICAL CODE UNDERSTANDING ALL DRAWINGS, THE NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT System Information: COMPONENT AND INVERTER MANUALS ARTICLE 690 8 705. NO# NUMBER PRIOR TO INSTALLATION.THE INSTALLATION 10. PRIOR TO THE INSTALLATION OF THIS ABBREVIATIONS NTS NOT TO SCALE DC SYSTEM SIZE: 8.82kW CONTRACTOR IS ALSO REQUIRED TO HAVE PHOTOVOLTAIC SYSTEM,THE OCP OVER CURRENT PROTECTION AC SYSTEM SIZE: 7.6kW AMP AMPERE P POLE TOTAL MODULE COUNT: 28 ALL COMPONENT SWITCHES IN THE OFF INSTALLATION CONTRACTOR SHALL POSITION AND FUSES REMOVED PRIOR TO ATTEND A PRE4NSTALLTION MEETING AC ALTERNATING CURRENT PB PULL BOX AL ALUMINUM PH PHASE MODULES USED: HANWHA 315 THE INSTALLATION OF ALL FUSE BEARING FOR THE REVIEW OF THE INSTALLATION AF AMP FRAME PVC POLY-VINYL CHLORIDE CONDUIT MODULE SPEC C Q.PEAK DUO BLK-G5 315 SYSTEM COMPONENTS. PROCEDURES,SCHEDULES,SAFETY AND AFF ABOVE FINISHED FLOOR PWR POWER RCE 4. ONCE THE PHOTOVOLTAIC MODULES ARE COORDINATION. AFG ABOVE FINISHED GRADE UTILITY COMPANY: 514824EVERSO 700 MOUNTED,THE INSTALLATION 11. PRIOR TO THE SYSTEM START UP THE RGS QUANTITY UTILITY ACCT#: 51482ao7oo4 CONTRACTOR SHOULD HAVE A MINIMUM OF INSTALLATION CONTRACTOR SHALL AWG CONDUITAMERICA WIRE GAUGE RGS RIGID GALVANIZED STEEL 867412142 ONE ELECTRICIAN WHO HAS ATTENDED A ASSIST IN PERFORMING ALL INITIAL C CONDUIT (GENERIC TERM OF JS SOLID NEUTRAL UTILITY METER#: SUNNOVA SOLAR PHOTOVOLTAIC INSTALLATION HARDWARE CHECKS AND DC WIRING RACEWAY.PROVIDE AS TYP SWITCHBOARD DEAL TYPE: SUNNOVA COURSE ON SITE. CONDUCTIVITY CHECKS. SPECIFIED) TYP TYPICAL 5. FOR SAFETY.IT IS RECOMMENDED THAT 12. FOR THE PROPER MAINTENANCE AND CB COMBINER BOX U.O.I. UNLESS OTHERWISE INDICATED THE INSTALLATION CREW ALWAYS HAVE A ISOLATION OF THE INVERTERS REFER TO CKT CIRCUIT XF WEATHERPROOF CT CURRENT TRANSFORMER MINIMUM OF TWO PERSONS WORKING THE ISOLATION PROCEDURES IN THE TRANSFORMER Rev.No. Sheet TOGETHER AND THAT EACH OF THE OPERATION MANUAL. CU COPPER -72 72 MOUNT 72 INCHES TO BOTTOM D INSTALLATION CREW MEMBERS BE TRAINED 13. THE LOCATION OF PROPOSED ELECTRIC DIRECT CURRENT OF ABOVE FINISHED FLOOR OR IN FIRST AID AND CPR. AND TELEPHONE UTILITIES ARE SUBJECT DISC DISCONNECT SWITCH GRADE DWG DRAWING r n�I PV _ 1 6. THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO TO FINAL APPROVAL OF THE 1 �/ EC ELECTRICAL SYSTEM INSTALLER BE INSTALLED FOLLOWING THE APPROPRIATE UTILITY COMPANIES AND EMT ELECTRICAL METALLIC TUBING CONVENTIONS OF THE NATIONAL OWNERS. FS FUSIBLE SWITCH ELECTRICAL CODE. ANY LOCAL CODE 14. ALL MATERIALS,WORKMANSHIP AND FU FUSE WHICH MAY SUPERSEDE THE NEC SHALL CONSTRUCTION FOR THE SITE GNO GROUND GOVERN. IMPROVEMENTS SHOWN HEREIN SHALL GFI GROUND FAULT INTERRUPTER 7. ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WITH: HZ FREQUENCY (CYCLES PER INSTALLED WITH THIS SYSTEM ARE TO BE A) CURRENT PREVAILING MUNICIPAL SECOND) 'UL'LISTED.ALL EQUIPMENT WALL BE NEMA AND/OR COUNTY SPECIFICATIONS, 3R OUTDOOR RATED UNLESS INDOORS. STANDARDS AND REQUIREMENTS T1 -1 GENE_ S O L A R IF ISSUED DRAWING IS MARKED WITH A REVISION CHARACTER OTHER THAN'A',PLEASE BE ADVISED THAT FINAL EQUIPMENT AND/OR SYSTEM CHARACTERISTICS ARE SUBJECT TO CHANGE DUE TO AVAILABLITY OF EQUIPMENT. 2211 Allenwood Roaa 877-786-7283 Wall,New Jersey 07719 www.Trini -Solarxom i GreenFasten"'GF1 -Product Guide Exploded Product View,Bill of Material, GreenFasten GF1 -Product Guide Specificabo.n­, _-.._.. . PART 1 -GENERAL 1 3 SUBMITTAL C. Base Flashing is.032 gauge aluminum ern • Materials Needed for Assembly _ .. A Submit manufacturer's written specifications. bossed to accept EPDM bushing. 1 I SUMMARY B. Submit standard product cut sheets. A. WORK INCLUDES P D. Bushing i5 EPDM. Item No. Description of Material/Part Quantit C Submit installation instructions. P Y 1. GreenFasten solar attachment bracket that C D. Submit product specific load test data,show- E Stainless steel bonded washer is 304 18.8 `^ 1 GF-1 Flashing 1 attaches directly roof deck. ing ultimate and allowable load values. stainless and EPDM. 2. Provide appropriate bracket bracket and fasteners 4 2 L-102-3"Bracket*(other options available) 1 for the roof system. 2.3 FINISH-Mill Finish � 1.4 QUALITY ASSURANCE experienced in the installation of A. Bracket is mill finish aluminum B. RELATED SECTIONS Installer to be ex 5!1 "EPDM Bonded 304-18.8 55 Washer 1 P 3 6 1.Section 07600:Flashing and Sheet Metal specified roofing material for no less than 5 years B. Base flashing(choose one) O 4 Lag Bolt 5/16" 1 O 2.Section 07500:Roofing in the area of the project. 3.Division 1:Administrative and Procedural 1 Mill Finish Requirements 1.5 DELIVERY/STORAGE/HANDLING 2.Black-kynar painted v 1 1 4,Division 7:Thermal and Moisture Protection Inspect material upon delivery Notify manufacturer 1.2 SYSTEM DESCRIPTION within 24 hours of any missing or defective items. PART 3-EXECUTION Keep material dry,covered,and off the ground until A- COMPONENTS installed. 3.1 EXAMINATION 1, GreenFasten GF1 system consists of alum- A. Substrate:Inspect structure on which brack- 2 num flashing with integral EPDM bushing PART 2-PRODUCTS ets are to be installed and verify that it will and one bonded stainless steel and EPDM withstand any additional loading that may be (� washer. 1.1 MANUFACTURER incurred. 2. Fasteners 1 EcoFasten Solar A.To be of metal compatible with aluminum T GreenFasten components. (89 Harrel Street,Morrisville,VT 05661 B. Notify General Contractor of any brackets. w B.Fasteners should be selected for compat- www eco step before installing EcoFasten Solar brackets. O www.ecofastensolar.com O ibility with the root deck. C. Verify that roofing material has been installed CFastener strength should exceed or be 2.2 MATERIALS correctly prior to installing solar attachment Vequal A. Attachment Bracket brackets, to that of the allowable load of the sys- 6000 Series Aluminum(choose one) W tem. 3.2 INSTALLATION See test data at www.ecofastensolar.com 1. Comp Mount Slide A. Comply with architectural drawings and proj- _ 3. Sealant(if required by roof manufacturer): 2. CP-SQ-Slotted ect engineers recommendations for location to be roof manufacturer approved. 3. F 111 A of system.Comply with Manufacturers written 4. Aluminum compression bracket 4. L-102-3" installation instructions for installation and 5. L 102-6" layout. B. DESIGN REQUIREMENTS 6. SCL-101-3" Y 1. Bracket spacing to be recommended by 7. Z-101 project engineer. 8. Conduit Mount Bracket r 2. Install a minimum of one fastener per B. Fasteners(may be supplied by others)to be assembly. compatible with chosen roof application and 3. It is important to design new structures meet specified pull out values as shown in or assess existing structures to make sure load test data. that they can withstand retained loads- 877-859-3947 EcoFasten Solar'All content protected under copyright.All rights reserved.827114 -- -- - - _-- 877-859-3947 EcoFasten Sotae All content protected under copyright.All rights reserved.8/27/14 _ roFasten Solar products are protected by the tollo ng U.S Patents 8.151.522 82 8,153.700 82 8.181 396 B2 8166.713 B2 8.146,299 82 8 209.914 82 8.245 454 82 8 272.174 B2 8.225.557 B2 EcoFasten Solar products are protected by the following U S.Patents 8.151.522 82 8.153.700 B2 8.181.398 B2 8.166,713 82 8.146.299 B2 8 209.914 B2 8,245 454 B2 8,272.174 82 8 225.557 82 i •�� U N I RA 1SOLARMOUNT .. ' ' ' " ' ' ' BETTER DESIGNS TRUST THE INDUSTRY'S BEST DESIGN TOOL CONCEALED UNIVERSAL • 1 ( . 1 . 1 . 1 1 Start the design process for every project in our U Budder online design tool. ENDCLAMPS It-s a great way to save time and money. DFTTFR SYSTEMS ONE SYSTEM-MANY APPLICATIONS Quickly set module, to the roof on steep pitched roofs.Orient a large variety of modules in Portrait or Landscape-Tilt the system up on flat or low slow roofs. END CAPS INCLUDED Components available in mill,clear and dark finishes to optimize your design financials WITH EVERY ENDCLAMP and aesthetics. BETTER RESULTS CONCEALED MAXIMIZE PROFITABILITY ON EVERY JOB UNIVERSAL Trust Unirac to help you minimize both system and labor costs from the time the job is CLAMPS quoted to the time your teams get off the roof.Faster installs.Less Waste.More Profits. UNIVERSAL SELF PA( RIFTTFR SUPPORT STANDING MIDCLAMPS 25 WORK WITH THE INDUSTRIES MOST EXPERIENCED TEAM Professional support for professional installers and desr ; You have access to our technical support and training groups.Whatever your support needs.we've got _ YEAR you covered.Visit Umrac.com/solarmount for more information 1 '1 OPTIONAL \ FRONT TRIM ?� �Qp ;; -= 4 - _l U-BUILDER ONLINE DESIGN 1 • 1 r • TOOL SAVES TIME & MONEY o BONDING&GROUNDING Visit design.unnac.com MECHANICAL LOADING UL2703SYST(M FIRE CLASSIFICATION -�— I I UNIRAC CUSTOMER SERVICE MEANS THE HIGHEST LEVEL OF PRODUCT SUPPORT 1A a I I A I 1171111 a CNI i 11111' itill I 1 I MT1 I I i 0 11,111,11 a i1 I 1 I UNMATCHED CERTIFIED ENGINEERING BANKABLE DES!f:r: PERMIT • 'i i i. I i i i i i •i EXPERIENCE QUALITY EXCELLENCE WARRANTY i0Cr5 DOCUMENTATION TECHNICAL SUPPORT CERTIFIED QUALITY PROVIDER BANKABLE WARRANTY iuuat.,,,techmcal support team is dedicated to answering Jrir<i._tl, i I,�r,��rwi,,n-;,rm aith ISO certifications Dont leave your project to chance.Unirac has the financial questions & addressing issues in real time. An online for 9001:2008. 14001:2004 and OHSAS 18001:2007. slrcroh to back our products and reduce your risk. Have THE PROFESSIONALS' CHOICE FOR RESIDENTIAL RACKING library of documents including engineering reports, which means we deliver the highest standards for fit. peace of mind knowing you are providing products of stamped letters and technical data sheets greatly form and function. These certifications demonstrate our exceptional quality SOARMOUNT is covered by a 25 year simplifies your permitting and project planning process. excellence and commitment to first class business practices. limited product warranty and a 5 year limited finish warranty. BEST INSTALLATION EXPERIENCE•CURB APPEAL- COMPLETE SOLUTION *UNIRAC SUPPORT ENHANCE YOUR REPUTATION WITH QUALITY RACKING SOLUTIONS BACKED BY ENGINEERING EXCELLENCE AND A SUPERIOR SUPPLY CHAIN PAGE 51 [� GREAVES Grounding Connectors A POWER DISTRIBUTION TYPE: LI Lay-In Connector �• ,�" + CU9AL CMC0 LI-S ground connectors are manufactured from high strength 6061-T6 BUG•BITES'M 90'C aluminum alloy to insure both maximum strength and conductivity. They are @ 0 dual rated for both copper and aluminum conductors and are electro tin plated Insulation Piercing Connectors �. to provide low contact resistance and protection against corrosion. They are Eliminates need for conductor insulation stripping LISTED designed for use on conduit grounding bushings. The open-faced design allows No taping required after installation the installer to quickly lay-in the grounding conductor as a jumper to multiple For copper to copper,copper to aluminum,or aluminum to aluminum applications conduits with no break in the ground conductor. For use on insulated conductor only 90 C RATING (4868 LISTED) IPC SERIES NAED CATALOG WIRE RANGE TORQUE CTN EST.SHIPPING NUMBER NUMBER MAIN TAP VOLTS BOLTS FT-LBS QTY WEIGHT(lbs) UNIT catalog COnd.Range * Dimensions,Inches 13110 IPC 1002 1/0-8 2-8 300 1 16 12 2.63 CTN Number Fig.NO. AWG Stud Size H W L 13107 `IPC 4006 410-4 6-14 600 1 13 12 1.90 CTN 13108 *IPC 4020 410-2 2/0-6 600 1 25 12 4.08 CTN LI 50S 1 4 14 0.22 0.78 0.38 1.07 I 13109 *IPC 2540 250-1 4/0-6 600 1 30 6 4.17 CTN LI-112S 1 1/0- 14 0.27 1.17 0.6 1.5 13113 IPC 3540 350-4/0 410-10 300 1 25 6 4.17 CTN e 13114 IPC 3535 350-4/0 350-4/0 300 2 25 6 1 7.63 CTN 13116 tIPC 5012 500-250 10-12 300 1 25 4 2.85 CTN LI-200S 2 3/0-6 0.33 1.56 0.8 2 13104 'IPC 5025 500-250 250-4 600 1 55 4 4.06 CTN 13106 'IPC 5050 500-300 500-250 600 1 75 1 2.64 EA CAUTION LI-2525 2 250 6 0.33 1.79 0.8 2.2 13106 *IPC 7550 750-5W 500-350 600 1 75 1 2.62 EA Use Bug-Bites on '600 Volts.balance 300 Volts(for 480V grounded Y systems) insulated cable only! """'C00494353 t Not CSA certified Do not install on bare cable. t/4-28 UNF-28 X.53 OP REF. Q /r 0.220 THRIJ Q TAD WCTHIM.077"MAX Of 00 Dual-Rated NOT DRILLOM ASTWIAY. AY � NOT DRILL PAST WIREWAY. GUTTER TAP CONNECTORS u� ca 600V90AC i-j'1�1 iiiiNl lii ' .3�°10 High strength aluminum alloy 6061-T6, tin-plated LISTED I IIIIII� III 19.53t.2SI Lay-in designed main conductor remains continuous Tap parallel or perpendicular to main m .1e7 t.olo GP SERIES t4.75l.25t .2oot.015 .190t.010 NAED CATALOG CONDUCTOR RANGE APPROX.DIMENSIONS(IN) CTN EST.SHIPPING - /�� CD //!,� (5.08*38) (•1.83 1.251 1- NUMBER NUMBER MAIN TAP H W L OTY WEIGHT(lbs) UNIT �I 1/4--' 8 X.625 LG.STAINLESS 13117 GP 2' 2-12 4-12 SOL 7/8 5/8 1'/a 24 1.43 CTN // STEEL SLOTEO SCREW 1.070 1.015 C00201027(I REQ'0) 13118 GP 10 1/0-2 1/0-12 SOL 1 3/4 11/. 12 1.19 CTN ® (27.18t.38) ASSEMBLE SCREW SNUG 13119 GP 250 250-1/0 250-6 11/1 17,. 2'/.b 12 2.54 CTN TO BOTTOM 13121 GP 350 350-4/0 350-6 17..+ 1'/. 2'he 6 2.75 CTN 13122 GP 500 500-350 500-2 11/. VA 3v, 6 3.10 CTN For copper ,, 13123 GP 750 750-500 500-2 2 I'll3% aluminumm-t-taluminum, 3 2.5 CTN copper-to-aluminum, II iI 'GP2 has slotted screws. Oxide-inhibitor is recommended for added corrosion protection. 600V 90°C MARKING 2-- \ II r_ MARKINa,L � .786t 010 CMC 4-19 Snap-on insulating covers for use with GP connectors For indoor use only 150* 006J 0 ' U S05 CU9AL GPC SERIES (3.B1t.15, 0 MAPKING 1 NAED CATALOG FOR USE WITH APPROX.DIMENSIONS" CTN EST.SHIPPING \\\ NUMBER NUMBER CONNECTOR COLOR H W L CITY WEIGHT(Ibs) UNIT \`\\\�\�\\ `\ ( 180 1 I J 13138 GPC10 GP1/0 YELLOW 1.h 2'lm 2`la 12 0.46 CTN6 036 CTN rrirrr/rrr/rrrr \` \\\\ l\,`\\�\\�\\ `(4.57)! r�r'11��)�-'1 025t.005 C0021011I5-�/ /rrrr d \\\\\ \ (0.64 1.t3I FINISH:TIN PLATE CMS-02 13140 GPC 250 GP250 RED 1% 21/. 3'/,, 6 0.40 CTN /Itlh\ 13141 GPC 350 GP350 YELLOW 1Ih 33he 3'6 3 0.42 CTN ee"*'or. AML 'M"rO Poir � 13142 GPC 500 GP500 BLUE 2'/u 3'h /<a 4' 3 0.46 CTN 11/17/2009 LAY IN LUG LI-50-S 13134 GPC 750 GP750 ORANGE 2"h: 31/1. 4'h 3 0.65 CTN .�-Ars '� 1dTO0�0006010I1 tom M46-A Vr 1 Cr 1 6061-T6 ALUMINUM 2.25X Pt-oween.w CROSS REFERENCE i- ©Q www.greaves-usa.com 11 Heritage Park,Clinton,CT 06413-Phone 860-6644505•Fax 860-664-4546 TOLL FREE 1-800-243-1130(Outside CT) ' • solar=@@ solar=ee SolarEdge Power Optimizer Module Add-On for North America P300/ P320/ P370/ P400/ P405 SolarEdge Power Optimizer P300 P320 P370 P400 P405 (for 60-cell mod- (for high-power IfOr higtler-powN (for 72&96-cel1 (tor thin film ules) 60-cell modules) 60 wW 7� modules) I modules) j Module Add-On For North America INPUT - Rated Input DC Power"' 300 320 370 400 405 W .. ... .. ... P300 P320 P370 P 4 0 0 / P 4 0 5 Absolute Maximum Input Voltage 48 60 80 125 Vdc Maximum ShortCircuit Current(Isc) I .. _1� 8,48 _ ..Voc at lowest tem erasure _ g g -48 8-60 8-80 12.5 105 Vdc 11 10.1 I Adc Maximum DC Input Current 12.5 13.75 12.63 Adc Maximum E ffi ci ency 99.5 I % Weighted Efficiency 98.8 % Overvoltage Category 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 I Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) _ Safety Output Voltage per Power Vdc Optimizer 1 I I . STANDARD COMPLIANCE EMC FCC Part15 Class 8,IEC61000-6-2,IEC61000-6-3 Power o Safety IEC62109-1(class II safety),_UL1741 F 25Nea RoHS Yes o Wa�anq a, INSTALLATION SPECIFICATIONS _ ;o o Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters ons Dimensi (WxlxH) 128x152x27.5/5x5.97x108 1 I 5152x50 mm/in 35/ 128 / J/ / _ 128 5x5.97x 37_ Weight(including cables) 630/1 4 750/1 7 845/1:9 gr/lb Input Connector I MC4 Compatible MC4/ MC4 Compatible ..... .............. ...... - - --- - AmphenoI AH4 Double Insulated; Output Wire Type/Connector Double Insulated;MC4 Compatible MC4/ Double Insulated;MC4 Compatible Ampherrol AH4 Output Wire Length 0:95/3 D 1.2/3.9 „.... m/ft Operatins Temperature.Ran.6e. .. . . -40-+85/-40-+185 _...... _ _ C/-F Protection Rating IP68/NEMA6P .. ... ... ............ ..... ..... .............. ........ .... I..., Relative Humidity0-100 % ir,Rated sTc power of the module.Module of up to+5%power toier2nce allowed. PV SYSTEM DESIGN USING SINGLE PHASE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREOGE INVE1tTEA° _ HD-WAVE Minimum String Length g I 10 18 (Power Optimizers)_ i Maximum String Length 25 25 50 PV power optimization at the module-level (Power Optimizers) - - Maximum Power ng 5700(6000 with 5250 6000 12750 \N - Up to 25%more energy perStri SE760OH-US) - Superior efficiency(99.5%) Parallel Strings of Different Lengths Yes or Orientations .-. . _ - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading iai For detailed$in"suing information refer to:http://www.sda"e.mm/sties/defauh/fiies/strip si=ing_na.pdf. ia'it is not allowed to mu P40S with P30p/P370/P40WP600/P7W in one stung. - Flexible system design for maximum space utilization - Fast installation with a single bolt - Next generation maintenance with module-level monitoring - Module-level voltage shutdown for installer and firefighter safety r(E OT USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL-TURKEY-SOUTH AFRICA-BULGARIA-INDIA www-solaredge.us SOLAREDGE. OPTIMIZED- are trAena4so,registered trademarks of SolafEdp lechrotogIes.Inc.All other tiaderharlis mentioned herein s< a aV-02-Suolect to change without notice- Home Occupation Information and Application Form � Approved by Date L11 3 1 ASSESSOR'S USE ONLY Minbr _ Q Major Home Occupation Type Code Nam + aZ DBA _� l w ✓o t _ Address of Proposed Occupation Telephone _ - 79 y'S(�3 Zone J (Note is D 4 MMF mncs oaly mina home occupations are allowed;approval Wer from homeowners asm rogue Description of Home upation: n� ho e JCt, Please use the boxes below or an attar sheet to provide the following: _ 1. Attach copy of plot plan if available. A.Proposed Sign 2. Use Box A(or attach sketch)to draw proposed signage. 3. Use Box B(or attach sketch)to draw the floor plan of the Home Occupation area 4. Architectural elevations for any proposed additions or modifications must be provided. nO Srq i� FLOOR PLAN (0 Basement 01"floor 0 2ed floor) U Floor area of dwelling Floor area of home occupation - %of floor area devoted to home occupation 0 I have read the regulations regarding home occupations and will comply with said regulations.I understand that I must notify the Planning Department in writing upon termination of this occupation at this address.This permit is not transferable or assignable to ano"er person.In the event of relocation,the permit holder must notify the Planning Department in writing to transfer the ptmnit to the new location. Signature of Applicant zk� m Date Signature of Owner f, c r Date d PROPERTY OF ANGE LA M. S AN FORD ET;' AL 25 NORTHVIEW DRIVE SOUTH WINDSOA CONNECTICUT SCALE 1" = 40• JULY 1984 ! Being Lot #4 on a map entitled "Northview Heights Sub-Divi- sion of Land of George Goldman". Dated February 5, 1959. Sri 4- , ti it LOT- S At..--. JOA/V M. DUPONT i ` N 29 0-/2 ' E o �� JDHN 3 2j WALSN JR h v� ' k ,Cr AL I) ti y LOT 4 1 In Q � n ' JO YC E A h A ,BR�t HAM S v 2d• i O /99. 35 90. S 290- 12' W-+- _ L.O T 33 JOHN A -20 ZONE A DRS/N I JR ET AL - ^I/N FR"rA6E =/Op As/i1/ SETBACK . yQ - M 'IV S/OE YARD Building located as shown 7-14-84. Mortgage Survey certified to F Eastern Mortgage Co. , .Inc. , Conn. Attorneys' Title Insur- ance \Co. 'And. Al:let),n Catherine ' I hereby certify that this map `�pE CONryEcT' Voisin. is -substantially correct and that the zoning ordinances of Z I hereby. dert1fy, efi'a`f. the the town of South Windsor A •� r.-t +. •r , • • premises .�t1ow '� th'e 1nap is Conn. have not been violated. .� 8 not locateu,w itliin .;a; flood „ , tio' ='r 0�' hazard area:as,'.shown"on. Devel. H.U.D. Feo_ ••Ins."`Admire. Map . COMM. #090036'''..:9b;#00078. LI . LAND SURV OR �r_ � a i C 2005 South Windsor 13UILDING DEPARTMENT iJL'�IS ii`Y:. TGh�n :rt iGUfH Y11Naii..+ tn.rt this pian and specifications arc trv• c.. :ne proposed building or alterations to be it oZ j /Jy,-JZ street amendments stated in application ano ....1 and 1 agyee to comply with all zoning. state laws and such orders as ahaN be v:e Building Department during pendency .—nc:ati4andfinassuance of a building rs ap to the condition thatrrdiing building shall be y appro ed These filed with pre?or , C1ert No. CERTIFICATION OF ZONING COMPL IANCE F . .ased building(s), use(s) and/or structure(s) a shown on this plan appear(;) to be in c• ormance with current South Win, sor re..-:aJons. Variances and special exc;:ptions rr-,; -)r)ply. Dace /IhU )v in nforcement O„icer )Lx2.�/ PROPERTY OF ANGE LA M. SAN FOkD ET{ AL 25 NORTHVIEW DRIVE ! SOUTH WINDSOtt .= CONNECTICUT SCALE 1" = 40, JULY 1984 t Being Lot #4 on a map entitled "Northview Heights Sub-Divi- sion of Land of George Goldman". Dated February 5, 1959. LOT S N.F. JOAN M. DUPONT 3 N 29°-12 ' e iP i Al.F. 0 J OHN 3 Z' off. 9 t ) I WALSN JR 1� o� Q rT AL IV ti LDT N p 44 ABRA HAMS IQ /99. 35' 90• S 990-12, W_ LO-1 � N.F. A -20 ZONE JOHA/ A D/PS//v/ JR ET AL /N FRONTAGE :/00 /y/n/ SETBACK' • S/O - M //v S'/DE YARD =/,o' Building located as shown 7-14-84. Mortgage Survey certified to Eastern Mortgage Co. , Inc. , ' Conn. Attorneys, Title Insur- ance �o. and. Ahler}.& Catherine ' I hereby certify that this map pE CONNECT Voisin. "''�% is -substantic:lly correct and ��`� aa"!Mp 'cc, ~'tjc,,,:;?, i` ' that the zoningordinances of ``°��yi� ' ' = �{ I hereby, dert�.fy� �h�a�. the .' the town of South Windsor, • s • • , premises .@howlI,A th'e %ma$-is o L :s % Conn. have not been violated. no locate_-&'Within .' i� t �a flood "o, '�o `0�•�oe hazard aria:asj-shown' on Devel. H;U.D. Fedi Ins. r 1#dmin Map A • .. COMM. #090036 '9v 0"#0007 B. LI . LAND SURV OR �!_ � o C�gII MAY 15 2003 South Windsor BUILDING DEPARTMENT _ d 3 structure( s Hurl �:• to be ii, i na.,.�e �� d� � s exception- y. )ate aPPi IIVING DFNT. SOWN OI �1RN WINDS} �J lid �U nt�retl t}I nt r.,at tra L'i.�n fin: �c-, . :;1••>t �f Uw Gi'�V�t7d hn'e:a�u� " - • . o� 1 0' cL�ve oc>rtd :t n SGrrv`Q �O CGS—f-1 C3Y� ,on4ruun�Ay :5) �e01*9 t PROPERTY OF ANGELA M. SAN FORD ET-- AL 25 NORTHVIEW DRIVE SOUTH WINDSOA CONNECTICUT SCALE 11, = 40' JULY 1984 t' Being Lot #4 on a map entitled "Northview Heights Sub-Divi- sion of Land of George Goldman". Dated February 5, 1959. 3 Q� L a r S- N.F. JOAIV M. DUPO V N 29°-/2 ' E iP Al.F. /9/. 72" t�i 0 t� 1 JONN 3 2 9 ) I D °�• ,\\ I WALSN JR 1� ET AL N! ti ^ 1-0 7- Iq O I 1 �9 Jo 1/4 E L 4 - ABRA HAMS73 2d�• o � 4 199. 35 S 990- /2' W ' Lor _ ti: F I ✓OHN A N ORS/N I JR ET AL - A -20 ZONE _ M/N FRONTAGE ---- Af/n! SETBACk = yp - M I A/ S/DE'YARD =Ao' Building located as shown 7-14-84. Mortgage Survey certified to ` Eastern Mortgage Co. , Inc. , Conn. Attorneys, Title Insur- ance to. 'and. Al:ler�,.& Catherine I hereby certify that this map of CON&ECT' Voisin. is substanticlly correct and ,4°NNp that the zoningordinances of '` {� ' ' ' = �� I hereby. ��.er_'t�fx1- rfhat. the , the town of South Windsor, • o • * premises .�tiown''n ,the 'map is Conn. have not been violated. .A not locatQd;w ithih -a; flood ♦ �' 41, •` aoe hazard arg2+ as,.shown' on Devel. H.U.D. Fed. Ins."`Adtnin. Map E0 L;;;SJ COMM. #090036 ""Map''#0007 B. LI LAND SUKV OR /4 7 NOV 1 0- 2005 South Windsor BUILDING DEPARTMENT 10 II :. '"_,1.9 p:-J-T. P7PJ{ rF St:vlti r'iP:;,. This�er.ut 1 t• -! . ;:5 ra;n :.+G :r:cct�t�tions are !•. Copies of u,e propus,d bulloma? or aiterations to tr Orected at __ gtrae together witn amea(,mLr.t% ;•.•a^d in application a,•, filed with plan and I agr— tc comply with all zonlnz, Building and state I�s ,,❑} 3,1;(} orders as shall or- issued by the )c-p-rcmcnt during pendency Of this application and final issuance of a building permit. Signed This pi in is •,per v:d to the condition that Orders and rdi-jr CS r:golourtg building shall be ccntaatl ..�ih Condition oily ,rproved These filed with f•;��'�^• ,p. tor Clerk CERTiFIC.ATION OF ZONING COMPLJ^'W"T ,, use(s) and/or str prop`` ~ 0.1 t .��� plan appear(q) to c. -,-;cirm:•nce current South Variances and special rr , =� Y• Honing Enforcement Officer PROPERTY OF A N G E LA M. S A N F 0 R 0 E T• AL 25 NOKTdVIEW DRIVE SOUTH WINDSOA CONNECTICUT SCALE 11, = 40• JULY 1984 Being Lot #4 on a map entitled "Northview Heights Sub-Divi- sion of Land of George Goldman". Dated February 5, 1959. I L O T SS N.F. t JOAN M. DUPONT i N 29 0-12 ' E' iP /B/. 72' 41 N.F. � 90 � WALSN JR ET AL T �/ ( p LD • p p ' �9 O N. JO YG E A v h ABRA HAMS i 2N'• � 4 /9 9, 35 j 90. S 29,- /2' W--• LOT 3 i F I JOHN A 6RS/N l JR ET AL A -20 ZONE MIN 4'R6,VrA6E =/ao Af//v SETBACk , S/Q M I A/ S/DE YARD ?Ao ! Building located as shown 7-14-84. Mortgage Survey certified to 4 Eastern Mortgage Co. , Inc. , 1 ` Conn. Attorneys' Title Insur- ance 'Co. and. Allen h:; Catherine I hereby certify that this map �pf CON�yECr Voisin I�.:: '' is substanticlly correct and that the zoning ordinances of ? t I hereby. ,certifyt, h. That. the . the town of South Windsor, « n • C. . premises' :pliow�r` J6Y ,t 'e map is Conn. have not been violated. .A not located�w ithin .'a flood '�� qo. �01 �o• hazard area, asj•shown' on Devel. o+� H.U.D. Fed. ••Ins. t Adini'n. Map Af°LAND COMM. #090036 9' -'—#0007B. s LI LAND SUKV OR /��/7 ttnnc to OF t`n rnd s4 f\�\te�3t\JM1g It" s,�f,t\td e\�tuv0 'St(aM o r ci n n•1\\ n s s deft)' AtF 1 .S .�� tog \ .t t; \ n,F �' Ce fi tolled'° t 1e , nd t\n3t \s' 00 t1 \, be fro .n Sha \th S%ened \ d ��.ge\ j,%Cd W In �pEcs A t t��n0 �,1sYf Ov _/ i '%r cto� NO. SuddlnQ .,fie ------------ t pktipE tTY OF ! t ` A N G E L :t M. � .. ti F U K U E -r A L �. 25 NUKT:iV 1L,4 L)KlVE SUUTH WINDSOA CUNNEGTICUT 1 SCALE 1" = 40' JULY 1984 i Being Lot #4 on a map entitled "Northview Heights Sub-Divi- sion of Land of George Goldman". Dated February 59 1959. i i l i L o r S- N.F. I JOAN M. DUPOA1 T /V 29 °-12 ' E �P /B/. 72' 0 I Al. o h 0 WA .'."N JR i`'� '� S U , 1 f- T AL ^1 I nor y nr.F Tz -- JO YC E ! \ lV V ARRA HAMS Y s' 29 W LO ' i 1 ' -JOHN A DRS/1JTJ JR ET AL A -20 ZONE TAr E A �+i• � ,7ETPACA �.�. f- 7Ajr •/. i uilding locAtca rr t:tcrt -1`•-H'• - ltut-: :.air . ,.' :o ;: l'r: : : : e • c. �:antrrn xort:.a►;r Conn. At :oti:ry %* ante Co. and Al ie:ti �f c� I hereby certify that this map Voisine.��, r, is substanticlly correct and `��,.oaNNo(r�. that the zoning ordinances of j �� I hereby certify that the the town of South Windsor, , o • , premises shown on the map is Conn. have not been violated. *1 A not located w ithin a flood hazard area as shown on Devel. °'�,�°• ��0w�r`°! H.U .D. Fed. Ins. Admin. Map L 06 COMM. #090036 Map #00078. r LI CF. LAND SUKV OK SpyIN SC4 H t r /� V I �� �• O Z � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE(860) 644-2511 June 1,2004 Ms. Catherine Voisine 25 Northview Drive South Windsor, CT 06074 Dear Ms.Voisine: Pool season is almost here. I would like to remind you that the Building Permit(s) #29606 for your pool is(are)still open. State Building Codes require the issuance of a Certificate of Use prior to using your pool. Please contact our office-for a final inspection after setting up,but before use of the pool. All permits should be closed by June 30,2004. Should you have any problem meeting this date please send our office a letter stating the reasons. (The pool still can't be opened). If the pool is opened without the benefit of a Certificate of Use, a caveat may be placed in the land records stating Building Code Violations exist on your property. Please call Shirley at 644-2511 ext.230 should you have any questions regarding this letter or to schedule the necessary inspections specified on the pool checklist. Our office hours are 8a.m.to 4:30p.m. Very truly yours, 4 Christoph Dougan Chief Building Official Electric# J%pI APPLICATION FOR BUILDING PERMIT Plumbing# U 25 Norhhview Drive Date: /2-13-6 HVAC # Sprinkler# 32204 FINAL APPROVALS _ _ _ _ -- Estimated Cost $ C� Building . I '----- ---� Permit Fee $ C COMPLETE RED BOXED AREAS I I Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavitppr. for COC'—A--D SIGN ON REVERSE SIDE / J Total Fee $ oo °� TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant a . X Location of Works- vac✓ r Lot N Applicant's Address �e y Tel.# 1?&) - Town 1, Zip Lic.# Owner o Architect Owner's Address `Z��r �e/ tI .1 U� ;y,,� �Arrcchitect's Address C� Zip Zip Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO Cert. Area Basement Garage Approved by S Date l�.f, Use Group Construction Type Revised 6102 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 / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-32204-B 5,930 B10 FINAL 00/00/00 CJD A SHED Electric# 1'�r� APPLICATION FOR BUILDING PERMIT Plumbing# HVAC # 25 Northview Drive Date: Sprinkler# 29606 -- Estimated Cost $ FINAL P OV S _ - -- -- - - -- -- - -- - - - - Permit Fee Building/d °I/ COMPLETE RED BOXED AREAS , Occupancy Fee $ //d - Enginee ' g TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE Appr. for CO 6 i -- - J � Total Fee $ o�, TO THE BUI ING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applica _ H J2— e - m«- 1•ocation of Work<3 s ti� �y��� ✓ Lot No. Applicant's Address iv�>`h �e c� N.rL Tel.# � Zi d 7 Architect r-�� /� i✓o O ees Address� `/vs S ,6r „wage") �. Architect's Address w 1 C , Zip /� ��/ 0 % Zipll cJ Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd Fl. Total New Area Purpose of this permit - ._o.. City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Dat r4l Use Group Construction Type avised 6102 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 tits Building for which this permit is asked,and agree that this building is to be located the proper distance from all street Iir*E ,side yard lines,and required distances from all other zones and is k)cate 'rrvrft this:bu,,IWd,�ng use is allowed. , I hereby apply for a Certificate of Occupancy for the work described in this application far the permit Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS J 1 0 1. 2004 BUILDING INSPECTION DEPARTMENT TOWN of SOUTH WINDSOR, CONNECTICUT C E R T I,'F' E ZONE A20 >ro ''p �`8' t k««w `'August 16 2004 This is to certify that�0A25"NORTIi`1T$W.AR VE`''ERECTED,. uridez`'permit No. 29606 conforms aub'st.aiit 3.all : :Q, kt&-.,ze.gU r.ejnents 'of':'the''Connecticut Basic Building code and the";'zoAing regi%lations of <fhg Towri'of:. South Windsor and nereby'approved:'tgr„ dacupanty,,as.:-indicated below Approved for Use REPLAOE QO01 �'3 v:�is 'JYy y � `,1♦Av� :v'••'h>v 2 t � Use Group U Constr. Type YP 2C 0 Buiidin Of Notice If this certifi0`3fe'<'7.s:- io's, destYoyed,:: a duplicate should be obtained "edi,a e artment 0-1 Any change or extensiba.,,of tih' a herein-' pproved requires a new certifiCa'C'e-of 6 cupancy. Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-29606-B 800 B10 FINAL 07/15/04 PJP D W/HMOWNR BOYFRIEND, GATE SELF CLOSING,LATCH LATTICE >1 3/4, BALLISTER SPACING >4" B10 FINAL 08/16/04 PJP A CORRECTIONS MADE r 1 1800673 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/29/2018 GIS ID: 64500025 FEE: 180.00 MUNIS APPLICATION# 201802287 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: TRINITY SOLAR ADDRESS: 25 NORTHVIEW DRIVE ADDRESS: 7 MCKEE PLACE OWNER: VOISINE ALLEN T&CATHERINE C 25 NORTHVIEW DRIVE CHESHIRE,CT 06410 DESCRIPTION OF WORK: INSTALL 8.82 KW ROOF TOP SOLAR SYSTEM SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITII THE APPLICATION AND PLANS APPROVED BY T BUILDING DEPARTMENT. a CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDif OFFICIAL 1 1/29/201 8 3:26 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800481 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 11/29/2018 GIS ID: 64500025 FEE: 468.00 MUNIS APPLICATION# 201802287 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: TRINITY SOLAR ADDRESS: 25 NORTHVIEW DRIVE ADDRESS: 7 MCKEE PLACE s OWNER: .-VOISINE ALLEN T&CATHERINE C 25 NORTHVIEW DRIVE CHESHIRE,CT 06410 - DESCRIPTION OF WORK: INSTALL 8.82 KW ROOF TOP SOLAR SYSTEM SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITII THE APPLICATION AND PLANS APPROVED BY T BUI G DEPARTMENT. a CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDfNej OFFICIAL 11/29/2018 3:32 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE