Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
197 BROOK ST
<ion V APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE) 860-644-2511 EXT.230 PE T NUMBER: DEPARTMENT DECISION APPLICATION IS HEREBY: APPROVED: BLDG ERMIT NUMB R: DATE INSPECTOR LOCATION OF WORK: APPLICANT: OWNER: TYPE OF STRUCTURE: n^ '�(� f1 ❑NEW BUILDING JG1'le S ► S 7 S NAME: ,' `Gn�1 e� V C� (U NAME: ❑ADDTITON PHONE NUMBER: `� 1 PHONE NUMBER: O I" "l�U 3 o EXISTING BUn DING ADDRESS: Sa 1t�rle S� ADDRESS: pi F TYPE OF USE: l� RESIDENTIAL ❑COMMERCIAL ELECTRIC ORMATION: FURTHER DESCRIPTION OF WORK: o�r TYPE OF INSTALLATION: I �('✓ C SIZE OF SERVICE: I SIZE OF MAIN SERVICE: I Ob AMI NUMBER OF METERS: NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S C-;)^ NUMBER OF SWITCHES: I �' NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S NUMBER OF A/C CIRCUITS: FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER (16 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.: 114 TYPE: 1 STATE: SIGNATURE OF APPLICANT: DATE: vivant. solar 1800 W Ashton Blvd. Structural Group Lehi, UT 84043 J. Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE- Civil Director of Engineering Structural Engineering Structural Engineering james.walsh@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@vivintsolar.com March 26, 2019 Revised March 03, 2020 Re: Structural Engineering Services Ocasio Residence 197 Brook St, South Windsor, CT S-6070480; CT-01 To Whom It May Concern: We have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1 Site Visit by a representative from our office under my supervision identifying specific interior and exterior site information including the condition of the existing roof system and the size, spacing, and condition of existing structural framing members. Information gathered during the site visit includes photographs, sketches,and verification forms. 2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to the existing roof. Based on the above information, we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: A. Description of Residence: The existing residence has typical wood framing construction with a maximum of two layers of composite shingle roofing. All wood material utilized for the roof system is assumed to be Hem-Fir(North)#2 or better with standard construction components. The designed areas of the home consist of the following framing methods: • Roof Sections: Dimensional lumber - 2x6 at 16" on center and 1x8 collar ties at 48" on center. Survey photos indicate that there was free access to verify the framing size and spacing. • Roof Section: Dimensional lumber - assumed 2x6 at 16" on center. Survey photos indicate that there was not free access to verify the framing size and spacing. • Roof Section: Dimensional lumber - assumed 2x6 at 16" on center. Survey photos indicate that there was not free access to verify the framing size and spacing. B. Loading Criteria RECEIVED 11.13 PSF= Dead Load (roofing/framing) -JUN 0 3 2020 3.00 PSF= Dead Load (solar panels/mounting hardware) 14.13 PSF =Total Dead Load Sout!► Y►r,,,mdsor guld+n9 t�ePt 20 PSF= Roof Live Load 30 PSF = Ground Snow Load (based on local requirements) Wind speed of 125 mph (based on Exposure Category B-the total area subject to wind uplift is calculated for the Interior, Edge, and Corner Zones of the dwelling.) Page I of 2 vivi nt, solar Page 2 of 2 C.Solar Panel Anchorage 1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicated below. If, during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. • Unirac, Inc. Installation Manual,which can be found on the Unirac, Inc.website(www.unirac.com). 2. The solar panels are 1'/2" thick. At no time will the panels be mounted higher than 10" above the existing surface of the roof. 3. The following mounting types shall be used. Please refer to the mounting details for the associated required penetration depth. Based on our evaluation, the pullout demand is less than the maximum allowable per connection and therefore is adequate. • Unirac with SFM: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS) of timber construction specifications for Hem-Fir(North)is 235 Ibs/inch penetration. 4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2015 IBC 2303.4.5 verifying that the fasteners will not adversely affect the roof framing. 5. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind load uplift procedures of ASCE 7-10. These spacing requirements apply to all mount types indicated above. The following values have been verified by in-house testing and the mounting hardware manufacturers' data, which are available upon request. Panel support connections should be staggered, where possible, to distribute load to adjacent members. Modules in Landscape Modules in Portrait Roof Zone Interior Ede Corner Interior Ede Corner Max Vertical Spacing in 40 40 40 66 66 66 Max Horizontal Spacing in 64 64 64 48 48 48 Max Uplift Load Ibs 621 500 464 621 500 464 Based on the above evaluation,with appropriate panel anchors being utilized the roof system designed on will adequately support the additional loading imposed by the solar panels, if installed correctly. This evaluation has been performed for the structural elements only and verifies that they are in conformance with the 2018 Connecticut State Building Code, 2015 International Residential Code,current industry standards and practice,and the information supplied to us at the time of this report. If there are any questions regarding the above,or if more information is required, please contact me. Regards, J. Matthew Walsh, PE �,�SHEW CT License No. 33053 a o'. s3= ��� I/cENSE�'��`'�: F 03/03/2020 vivi nt. solar JURISDICTIONAL NOTES: GOVERNING CODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES RECE[ a. 2018 CONNECTICUT STATE BUILDING =D CODE n $ b. 2017 NATIONAL ELECTRICAL CODE WVN Q d w C. 2015 INTERNATIONAL BUILDING CODE d. 2015 INTERNATIONAL RESIDENTIAL CODE 90M 0a C. 2015 INTERNATIONAL FIRE CODE d. ANY OTHER LOCAL AMENDMENTS RECEIVED JUN 0 3 2020 SHEET INDEX: S"Wr►dsm EUICWV DeW PV 0.0- COVER SHEET PV 1.0- SITE PLAN S 1.0 - MOUNT DETAILS GENERAL ELECTRICAL NOTES: GENERAL STRUCTURAL NOTES: E 1 - ELECTRICAL DIAGRAM 1. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR 1. THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING E 2 - ELECTRICAL NOTES MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE. FOR THE SFM SYSTEM BY UNIRAC. THE MOUNTING FEET ARE TO BE SPACED E 3 -WARNING LABELS ROOF-MOUNTED SYSTEMS,WIRING MUST BE PERMANENTLY AND AS SHOWN IN THE DETAILS,AND MUST BE STAGGERED TO ADJACENT E 4 -WARNING LABEL LOCATIONS COMPLETELY HELD OFF OF THE ROOF SURFACE, FRAMING MEMBERS TO SPREAD OUT THE ADDITIONAL LOAD. 2.ANY CODE VIOLATIONS EVIDENT IN THE INTERCONNECTION 2. UNLESS NOTED OTHERWISE,MOUNTING ANCHORS SHALL BE%6"LAG PANEL WILL BE CORRECTED ON INSTALLATION. SCREWS WITH A MINIMUM OF 2Y"PENETRATION INTO ROOF FRAMING. 3. SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL 3. THE PROPOSED PV SYSTEM ADDS 3.0 psf TO THE ROOF FRAMING SYSTEM. RELEVANT CODE 4. ROOF LIVE LOAD=20 psf TYPICAL,0 psf UNDER NEW PV SYSTEM. 4.RAPID SHUTDOWN INITIATION TAKES PLACE WITHIN THE 5. GROUND SNOW LOAD=30 psf FIRMWARE OF THE INVERTER. RAPID SHUTDOWN COMMENCES 6. WIND SPEED= 125 mph UPON LOSS OF UTILITY SOURCE VOLTAGE. 7. EXPOSURE CATEGORY=B ■ SEE•E 1.0 AND'E 2.0 FOR DIAGRAMS,CALCULATIONS,SCHEDULE V I V I, 1„+`.S o I a r AND SPECIFICATIONS 1800 ASHTON BLVD.LEHI,UT,84043 PHOTOVOLTAIC SYSTEM 1.877.404.4129 CT LICENSE: HIC-0634382 ELC.0188472 E1 SPECIFICATIONS: OCASIO RESIDENCE SYSTEM SIZE - 8.320kW DC 121.400kW AC 197 BROOK ST MODULE TYPE &AMOUNT- 26 JINKO SOLAR JKM320M-60HBL SOUTH WINDSOR,CT,06074 �197 Brook Street ( ) UTILITY ACCOUNT k 5152 240 4029 MODULE DIMENSIONS- (LM/H) 66.3"/39.45"/ 1.38" -- -- a � INVERTER- (1) SOLAREDGE TECHNOLOGIES SE760OH-USOOOBNC4 INTERCONNECTION METHOD- LOAD BREAKER SERVICE# S 6010480 COVER DATE: 4.24.2020 4 SHEET k;_ DRAWN BY. DIN C PV STRING(S) SYSTEM LEGEND 1 SLOPE-21 EXISTING INTERIOR MAIN SERVICE PANEL& AZIMUTH-326 ® #1)13 MODULES PV SYSTEM SIZE: MATERIAL- � POINT OF INTERCONNECTION.TIED TO DETACHE OTERIAL ION SHINGLE ® #2)13 MODULES ROOF ACCESS POINT. NEW 8.32OkW DC I 21.400kW AC M UTILITY METER#86502769. NEW PV SYSTEM AC DISCONNECT. LOCATED 02 SLOPE 21 NO OPENINGS LOCATED Q WITHIN 19 OF MSP. AZIMUTH-146 MY BELOW ACCESS POINTS. MATERIAL 1 NEW PV SYSTEM INVERTER:SOLAREDGE OMPOSITION SHINGLE I SE1600H-USOOOBNC4,RSD EQUIPPED. U3 SLOPE-21 26 NEW JINKO SOLAR JKM320M-60HBL MODULES. AZIMUTH 56 NEW SOLAR EDGE P340 OPTIMIZERS,MOUNTED MATERIAL- ON THE BACK OF EACH MODULE. USLOPE MPOSITION SHINGLE -21 NEW PV CONDUIT RUN.'SEE EE1.0 CONDUIT SCHEDULE AZIMUTH-146 -----=EXTERIOR RUN -----=ATTIC RUN MATERIAL- - ►-NEW JUNCTION BOX.(MOUNTED TO PV MODULE) COMPOSITION SHINGLE NEW JUNCTION BOX.(MOUNTED WITH SOLADECK) O IaM Y Ow ° Ory O � 2 m 0 0 ti m 0 vivint.Solar 1.877.404.4129 O OCASIO RESIDENCE 197 BROOK ST SOUTH WINDSOR,CT,06074 UTILITY ACCOUNT#:5152 240 4029 SITE PLAN SERVICE#:S-6070480 ® PV 1 .0 DATE:4 24.2020 SCALE: 3132" = 1'-0" DRAWN BY: DIN MOUNT DETAIL LEGEND eb 5/16'0 SS LAG SCREW PER MFR. LASHING 5/16'0 SS LAG SCREW PER MFR RFD 4 SFM-9"ATTACHED SPLICE 1 SFM ROOF ATTACHMENT 2}101N 51.0 NOT TO SUIF S IA _TO SORE MODULE /16"0 SS LAG SCREW PER MFR SFM-TRIMRAIL WITH II s ROOF ATTACHMENT S 1.0 'wT Tosoue s SFM-3"RAIL st.o NOTmswe (2)SECTION VIEW sL.o NOTT°� 3"MIN AND 6"MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE SFM 9"ATTACHED SPLICE SFM 9"SPLICE 35mm PROFILE SFM 3' -� e 6 SFM-9"SPLICE u SFM-TRIMRAIL 1 4 61.o NOT TO SCAIE 4el SL0 HOT TO""' 40mm PROFILE TI EV ESS TRIMRAIL SPLICE NDSCAPE=MAX 64-(5'-4"') TRIMRAIL ROOF ATTACHMENT, PORTRAIT=MAX 48"(4'-0") SEE TABLE COUPLING cuMa TRIMRAIL �-MODULE v v v s SFM LAYOUT 510 NpT1OYA1F m m t RAFTER 1.877.404.4129 >o PV SYSTEM MOUNTING DETAIL ILSCO SGB-4 GROUNDING LUGS s>o OCASIO RESIDENCE 197 BROOK ST CLAMP ATTACHMENT CLAMP+ATTACHMENT couPUlvG COUPLING SOUTH WINDSOR,CT,06074 UTILITY ACCOUNT#:5152 240 4029 MODULE RAFTER MOUNT DETAIL.MODULESERVICE#:S-6070480 S 1 .0 RAFTER DATE:4.24.2020 v MODULES IN PORTRAIT LANDSPACE 4 i H NOT TO SCALE DRAWN BY: DIN s i o Photovoltaic System Conduit Conductor Schedule(Unless Otherwise Specified Conduam Shall be Copper) DC System Size(Watts) 8320 Tag Description Wire Gauge aofConductors/Color CondudType Conduit Sure n AC System Slze)Watts) 7600 1 DC-to-DC Convener Output(PV Wire) 10AWG 2(Vr,V.)B/R Free Air N/A o e Total Module Count 26 1 EGC(Bare) 6AWG 1 BARE Free Air N/A C n 2 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V4,2V-)0/14 EMT 1/2" 2 EGC(THWN-2) 12 AWG I(GRN) EMT 1/2" y p N h 3 Inverter Output(THWN-I) 8AWG 3(1.1,L2,N)B/R/W EMT 3/4' G m c 3 EGC(THWN-2) 8AWG 1(GRN) EMT 3/4" 3 o O u N O N • • N c w A W V I N INSTALLERS NOTE:ALL NEW BREAKER(S)SHALL FOLLOW `t 240 81.EXISTING BREAKER(S)WHICH TRIP UPWARDS SHALL NOT BE MODIFIED SolarEdge g .4 ^W600H US O ~ m O z Point of Interconnection,load > Lj � W External Rapid Shutdown Side 705 12(B)(2)(3)(b) _ Disconnect Sauara D DU222RB,240W60A. J Z Unfused,NEMA3 sts N s4- r j ^ Z Z rj STRING 2.13 PV FT17 V M SHEET MODULES NAME: w/opnrd12ERs 1 A Existing Murray 0 240W125A Service Panel, C 3 Single Phase,with 100A q STRING 1 13 PV 3 Main Disconnect T O MOOUas NEMA I Iuncbon Box W/OPTIMIZERS 3 Minimum GECsice6 DA SHEET AWG copper NUMBER: 26 PV MODULES PER INVERTER•8320 WATTS V,-bTQL-k.bI e Knife'K STC Disconnect W PV Module Rating @ STC Conductor Calculations a o Module Make/Model Jinko Solar JKM320M-60HBL ^ Wire gauge calculated from 310.15(B)(16)&(17)with ambient temperature calculations from o 0 Max.Power-Point Current(Imp) 9.59 Amps 310.15(8)(2)(a)&310.15(8)(3)(c)arid raceway fill adjustments from 310.15(B)(3)(a).Conduit on d Max.Power-Point Voltage(Vmp) 33.4 Volts the roof shall be installed no less than 1"above the roof deck. v_ C Open-Circuit Voltage(Voc) 40.9 Volts "Under Array"conductors use the 90'C ampacity in 310.15(8)(17)with relevant ambient 0 0 '•^• Optimizer SolarEdge P340 Short-Circuit Current(Isc) 10.15 Amps temperature adjustments. a m c DC Input Power 340 Watts Max.Series Fuse(OCPD) 20 Amps PV Circuit conductors use the larger ampacity in 310.15(B)(16)or(17)using the 75'C column with o :' 3 8 DC Max.Input Voltage 48 Volts Nom.Max.Power at STC(Pmax) 320 Watts the continuous duty uprating or the 90'C column with the relevant ambient temperature and O r a DC Max.Input Current 13.75 Amps Max.System Voltage 1000 VDC(UL/IEC) raceway fill adjustments and without the continuous duty uprating per 690.8(B). ,0 DC Max.Output Current 15 Amps Voc Temperature Coefficient -0.28 %/C Non-PV Circuit conductors use the ampacity in 310.15(B)(16)In the 75'C column or the 90'C D Max.string rating Inverter dependent.See SE documents. column with the relevant ambient temperature and raceway fill adjustments,whichever is less Inverter Make rating Sol.See SE docurEdge ments. AC Output Current According to art.690.8(8)(1) 32 Amps (110.14(C)&310.15(A)(2)).The rating of the conductor after adjustments shall be greater than, or equal to,the continuous duty uprated current. CEC Efficiency 99 % Nominal AC Voltage 1 240 1 Volts More information about conductor calculations can be provided upon request. AC Operating Voltage 240 Volts THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) Calc.Ex:Wire Ampacity x Ambient Temp.Corr.Factor x Conduit Fill Adj.Factor>=Output Current L Cont Max Output Current 32 Amps (Tag 1 Under Array): ca DC Max Input Current 20 Amps Rooftop conductor ampacities designed in compliance with art. DC-to-DC Converter Output:10 AWG rated 55 A, 55 A x 0.96 x 1-52.8 A>=15 A O Input Short Circuit Current 45 Amps 690.8,Tables 310.15(B)(2)(a),310.15(8)(3)(a),310.15(B)(3)(c), (Tag 2 On Roof): (n Max Output Fault Current 40 A/20 ms 310.15(B)(16),Chapter 9 Table 4,5,&9. Location specific OC-to-DC Converter Output:12 AWG rated 20 A, 20 A>=18.75 A } temperature obtained from ASH RAE 2017 data tables. (Tag 3 Exterior): i ASHRAE 2017-BRADLEY INTL Inverter Output:8 AWG rated 50 A. 50 A>=40 A • o Highest Monthly 2%D.B.Design Temp.:33.2'C n Lowest Min.Mean Extreme D.B.:-22.5-C a 0 m Power Production Calculation Main Bus Rating:125 Amps Main Service Breaker Rating:100 Amps PV Breaker Rating:40 Amps OCPD Calculations 100A+40A<=125 x 1.2;140<-150A,OK W Breakers sized according to continuous duty output current.PV circuit nominal current based off inverter continuous output current X(1.25(art.690 8(A))). go �+ N rY OO Inverter 1:SE760OH-US Max Output=32 A x 1.25(art.690.8(A)) 40 A<=40 A(OCPD) 5 M W system output current w/continuous duty=40<=40A(System OCPD) W %+ z z G $ Other Notes •Designed according to and all code citations are relevant to the 2017 National Electrical Code. SHEET •When an exterior AC disconnect is used it shall be installed within 10 ft of the meter. NAME: d v O ca 2 d SHEET NUMBER: N LJ N Conduit,Raceways,and I-Boxes (Labeled Every 10')per Plaques and Directories at the Service Equipment(MSP)and the SE760OH-US String 1 DC Disconnecting Means per 690.53 o a 0 690.31(G)(3)&(4) location of All System Disconnects per 690.56(B)&705.10 PHOTOVOLTAIC PHOTOVOLTAIC DC POWER SOURCE DISCONNECT CAUTION: STRING I o n c POWER TO THIS • • • • 480 - G • •BUILDING• • • • • 1 O • Interactive System Point of Interconnection per 690.54 o f° c VSHOWN DC-TO-DC CONVERTER MAXIMUM RATED OUTPUT CURRENT 15 A 01 RATEDPHOTOVOLTAIC AC POWER SOURCE U • = O t OPERATING VOLTAGE:- : � �`=O METER •MAIN SERVICE SE7600H-US String 2 DC Disconnecting Means per 690.53AC DISCONNECT r. i DC 013CONNECT PHOTOVOLTAJCDC POWER SOURCE • PV System Disconnects per 690.13(8) INVERTER STRING 2 • MAXIMUM VOLTAGE :1 MAXIMUM CURRENT: 1 All Disconnecting Means per 690.13(B)&690.15(D) DC-TO--DC CONVERTER MAXIMUM RATED OUTPUT CURRENT: 15 A i` WARNING PV With Rapid Shutdown,Installed Within 3 IT of the Service SHOCKELECTRICAL •r _ Disconnecting Means per 690.56(C)(i)(a) O ENERGIZEDTERMINALS ON THE LINE AND LOAD MAY BE SIDES• SOLAR PV SYSTEM EQUIPPED Power Source Output Connection,Adjacent to Back WITH RAPID SHUTDOWN • o fed Breaker per 705.12 - - n• WARNING w POWER SOURCEOUTPUT CONNECTIONTURN RAPID SHUTDOWN 6 ••NOT RELOCATEOVERCURRENT SWITCH TO THE •O A••/GI•R • "OFF"POSITION TO rr►•••u • SHUTDOWN PV SYSTEM AND REDUCE Rapid Shutdown Switch per 690.56(C)(3) SHOCK HAZARD m RAY RAPID SHUTDOWN SWITCH •- IN AR v li SOLAR g I ^ n W m � N R Op z m o > > W > z .. W W N p W O• SHEET NAME: m c `m a m 3 9 d SHEET NUMBER: ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE,THEY SHALL BE REFLECTIVE,THEY SHALL CONTAIN NO SMALLER THAN 3/8"WHITE ARIAL FONT TEXT,AND HAVE A RED BACKGROUND,UNLESS OTHERWISE DEPICTED OR DESCRIBED ^/1 ALL PLACARDS SHALL BE WEATHER-RESISTANT,PERMANENTLY ETCHED PLACARDS HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. 4J MAIN BREAKER DE-RATED TO•••DUE TO SOLAR A PHOTOVOLTAIC AC POWER SOURCE PHOTOVOLTAIC DC POWER SOURCE DISCONNECT ry 1 CIRCUITS 4 RATED AC OUTPUT CURRENT:•••A 8 MAXIMUM VOLTAGE: •••A '•'-value calculated for each o MAX OF***AMPS PV SOURCE ALLOWED NOM.OPERATING AC VOLTAGE:•••V MAXIMUM CURRENT: •••V account,for specific value see the d mo N DO NOT INCREASE MAIN BREAKER RATING Property of Vivint Solar DC-TO-DC CONVERTER MAXIMUM RATED OUTPUT CURRENT: •••A previous warning label page ,�, Property of Vivint Solar Property of Vivint Solar °o N 5 WARNING:PHOTOVOLTAIC POWER SOURCE ¢ `m o c WARNING Property of Vivint Solar 9 SITE PLAN PLACARD SHOWING ADDITIONAL POWER SOURCE m u 2 ELECTRICAL SHOCK HAZARD AND DISCONNECT LOCATIONS.PLACARD SHALL BE 3 TERMINALS ON THE LINE AND LOAD SIDES MAY BE WARNING MOUNTED ON EXTERIOR OF ELECTRICAL PANEL ENERGIZED IN THE OPEN POSITION 6 POWER SOURCE OUTPUT CONNECTION Property of Vivint Solar Property of Vivint Solar DO NOT RELOCATE THIS OVERCURRENT DEVICE D PV SYSTEM DISCONNECT Property of Vivint Solar 10 3 Property of Vivint Solar PV rapid shutdown label required by 7 RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 690.56(C)(1)Indicated on E.3 Property of Vivint Solar L 0 On f1^114 •i o H • N O V a+ 10 IF APPLICABLE -7 ROOFTOP ARRAY 7 INSIDE PJIF DE PANEL 6 9 0 0 d „ EVERY 10'AND �pC90 2 3 2 3 4 1 g q IF APPLICABLE 5 as o2 0 CABLE W m m kj W W DC O O z m S DISCONNECT N INSIDE Z Z G SHEET '. SOLAR INVERTERS COMBINER PANEL VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE SUB PANEL MAIN SERVICE NAME: (UNCTION (MAY BE ON ROOFTOP (WHEN USED) A/C DISCONNECT (WHERE REQUIRED) A/C DISCONNECT (WHEN REQUIRED) DISCONNECT PANEL r v+ 5 INTEGRATED WITH (WHERE REQUIRED) ` — eox ARRAY) TYPICAL SOLAR GENERATION INSTALLATION a (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) n�. SHEET ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE,THEY SHALL THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRENT(DC)CONDUIT,ENCLOSURES, NUMBER: BE REFLECTIVE,THEY SHALL CONTAIN NO SMALLER THAN 3/8"WHITE ARIAL FONT TEXT,AND RACE-WAYS,CABLE ASSEMBLIES,JUNCTION BOXES COMBINER BOXES,AND DISCONNECTS TO ALERT THE FIRE HAVE A RED BACKGROUND,UNLESS OTHERWISE DEPICTED OR DESCRIBED.ALL PLACARDS SERVICE TO AVOID CUTTING THEM.MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT(3048 MM),ABOVE SHALL BE WEATHER-RESISTANT,PERMANENTLY ETCHED PLACARDS.HANDWRITTEN SIGNS WILL AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES,WALLS OR BARRIERS. u NOT BE ACCEPTABLE. i I � / I f i r i 77 �\ o o• 199. 8 i 9 7 I � � QW 31 . •p o 1 o I I I Town of South Windsor Connecticut General Map N Text Annotation Date Printed: October 7,2002 [� Property Ling o so Feet [�] PARCELS PM"bMrW ift an dwK*d from II*ram Of Soulh WhdM Tax Anaawr maps,d(gNftM at a$COS d 1 kWh a 100 fast WW tno M ON AN Q&-dft ai�.ctad d and Me m ��wN and.dw a WWWK mapping Ymifarona.ShMM b.LOW U a puida omy TM kftd d 1i am aue(aet to Clow"mmv OWMO$w-*P MY dsdm. NoWti b—daim mxppad a d k .I.M QQr J IHt t1UtWIM� DkW. 10WN tN-WUIN wiffinUt nis certitted that this)Flaw slid apsdfles"ons are tru. tiplas of the proposed bulldine or alterations to W ,,acted at 67? &tOLf7 Igtreat D1 ,agsther with amendments stated In application enc Yr fffaas�illl 111���/// tied with plan and I agree to comply with an zoning. i ullding and state laws and such orders as shall be .ssued by the Pu1ldiRe U r{Iflant dutng pendency MAY 2 9 2QQ3 there ap►ilasllo" •n is•ugMa •i • building l •rm(t, South Windsor hie 9 plan • approved subject to the condition that BUILDING DEPARTMENT east$ and ,rdlnances regulating building shall a ,_,hpiled with. t:ondltlonslly Appaoe!* Pogo �~ ■dam tfulldini Ipapestee vCi\ iI� IV�-. iiV,v t L:V oposed build'n Olt y' s shown :onformanr is en vv,�. ib N1..,ri �;►��,y ;-! , D t i: .:err; l —'ii may Dr-te SCANNED I I 7, :510 ° 199. 8 J97 tos 200. 6 31 .E 67 X o.0 o o• � o Town of South Windsor General Map N Connecticut Text Annotation M• Date Printed: October 7.2002 [� Property Lin E 0 50 Feet [� PARCELS PropertY boundaries are derived from the Town of South Windsor Tax Assessor maps,digttiaed at a sole of 1 Mich a 100 feet,and Include the AA other data portrayed is representation only and.due to inherent mapping lknitations.should be used as a guide only. The klent of Cale map and selected data.and the map is subject to change as more accurate surveys may disclose.Property boundaries mapped as of.Knee 4.200 10 THE WiLDIIUu Otpl. rhis oertltled that this plat: end speuli—t—is arc v.e zopies of the proposed building or alterations to be areeted at together with amendments stated in application ano '$led with plan and I agree to comply with all zoninti, wilding and state laws and such orders as shall b: -slued by the Building Department during pendentr 11 this application and final issuanta of a building ,is plan approved wblect to the condition that rs and ordinances regulating building shall Da .-,0 —th �arma4b AiM+rUVW TINT ttlad W" 9wWip� IBPP!WN 3Gryd�p --is-Li bLAdii'&s), use(s) and/or structures' shown on this plan appear(s) to be in YCvtavc�fi�n informance with current South Winds -16 r• gulations. Variances and special exceptions �Ctvilk Y ay apply. r late A- Z DEC 17 2`002 South Windsor BUILDING DEPARTMENT FINAL INSPECTIONS: Building �iL z�-�" A APPLICATION FOR BUILDING PERMIT Plumbing HVAC Sprinkler ] 47 BRMK STRRRT .-- Electric Estimated Cost $ Zoning 18786 Permit Fee $ Affidavit NO. Occupancy Fee $ Eng. Dept. COMPLETE RED BOXED AREAS.Fire Dept. TYPE OR PRINT ONLY Total Fee $Zi Health Dept. SIGN ON REVERSE SIDE. Approved for CO: (Additional Cost) $ TO BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT The undersigned, hereby applies to do work according to the following specifications: Job Location Lot No.__ —Side of Street —Zone Applicant ' . ��_ _W Tel. # ��'o/,' Address ,rh �7�' P _ Zip e6 a `t Lic.# STFEET CITY lE OwnerAddress An Architect Address Size New Area: Ft. Front Overall Ft. Deep Overall Total Area #Garages Lavatories No. of Families No. of Stories Construction Bathrooms Rooms 1st-2nd3rd Size of Lot Dist. from Street Line Dist. from Side Street Line Purpose of this Permit 1 � (� r nT Sr i City Water ❑ Well ❑ Septic ❑ Oxr Approved by Date c BD1A 11/88 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 uired distances from all other zones and located in a zone 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 permit. Signed -DO NOT WRITE BELOW THIS LINE- INSPECTION RECORD \ Footing Framing L-Z/.c�U Foundation Fireplace/Chimney Insulation Plumbing Permit M Inspections: HVAC Permit# Inspections: Electrical Permit ff Inspections: Sprinkler Permit ff Inspections: Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- 94-13026-E 150 E01 SERVICE 06/16/94 JFH D FUSES OVERSIZED COULDNT CHECK WATER METER E01 SERVICE 06/23/94 JFH A RELEASE ISSUED Total Est Value 150 Cl) 0 z z M PERMIT }I DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby : TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT . APPROVED DISAPPROVED 1540 SULLIVAN AVENUE 6 ��k 644-2511 Ext . 230 D(at6 Building Inspector Application must be printed or typed 1 . LOCATION OF JOB l t 7 SKJd /t FEE SCHEDULE No . Street $ 0 - $1 , 000 - $10 . 00 Floor Apt . No. Over $1 ,000 - $10.00 per $1 .000 or 2 . OWNER JO lK G fraction thereof �?7 3 . ADDRESS .5 . �j \,t C( - 4 . APPLICANT 5 . ADDRESSSr- rzj 6 . ESTIMATED COST $ � 7 . IS THIS A CONTRACT COST Yee No 8 . FEE ENCLOSED $ � G 9 . TYPE OF BUILDING : TT� ��RESI DENT IAL COMMERCIAL " 1 10 . TYPE OF JOB : Original Installation -Alteration/Addition/Repair RD 3A 11 /88 1 APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) 11 . LOCATION OF JOB l 77 /�,yfv�' NO. STREET APT. NO , 12 . TYPE OF INSTALLATION ,sP-✓v 4QPloet`ys 13 . SIZE OF MAIN FEEDER Ix 14. NO. OF LIGHT LOOPS 15 . NO. OF HEAT LOOPS 16. NO . OF POWER LOOPS 17 . NO. OF LIGHT OUTLETS 18 . NO . OF HEAT CIRCUITS 19 . NO. OF POWER OUTLETS 20. NO. OF CONVENIENCE OUTLETS 21. NO. OF HEAT CIRCUITS 22 . NO. OF POWER CIRCUITS 23 . NO. OF LIGHT CIRCUITS 24. SIZE OF HEAT CIRCUITS 25 . NO. OF MOTORS 26 . NO . OF PANELS 27 . TOTAL WATTAGE 28 . NO . OF POWER FEEDERS 29. NO. OF SWITCHES 30 . A/C LOAD 31. SIZE OF POWER FEEDERS 32. NO. OF FIXTURES 33. TOTAL HORSEPOWER 34 . NAME OF SUBCONTRACTORS AND THEIR TRADES 35 . REMARKS AND FURTHER DETAILS : LICENSE NO. SIGNATURE OF APPLICANT _ DATE PHONE NUMBER: �/ L ,kOR � DATE 12, TIME N f 9� Q/o,�( INSPECTION: CODE: RESULT(D/A) : BUILDING: ELECTRICAL: OZ PLUMBING: HVAC: OTHER: SCANNED DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERK Application is hereby: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# APPROVED 1540 SULLIVAN AVENUE 64 4-2511 ext. 230 ` r , Date ding Inspector Application must be printed or typed 1 Location of job l / ! 7 /J,!?,yk Street No. Street Lot No. FEE SCHEDULE Floor Apt. No. $0 - $1,000 - $12.00 Over $1,000 $12.00 per$1,000 OWNER L or any fraction thereof ADDRESS l 7r�/d /C •S w� �,l�G � OWNERS PHONE# UU APPLICANT Cr CS SZ1 OWN SF ADDRESS y 'C OESTIMATED COST$ C IS THIS A CONTRACT COST? YES NO �G FEE ENCLOSED $ / 2 - r,�,Os TYPE OF JOB: OR-C Original Installation Alteration/Addition/Repair Revised 11/95 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION YES / NO BUSINESS ASSEMBLY CURRENT USE AND OCCUPANCY MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY INSTITUTIONAL FACTORY STORAGE ENGINEER'S NAME PHONE GARAGE MIXED USE ADDRESS CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD O r SIZE OF MAIN FEEDERS AND RATING OF WIRE USED NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED?YES/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 SEPERATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRH'TION OF WORK 2, THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CO UILDING CO IN THE PERFORMANCE OF SUCH WO NAME STATE LICENSE NO. TYPE SIGNATUR/E OF APPLICANT PHONE NO. 7�'/J y/� DATE I I INSPECTOR DATE TI14E LOCATION ! i INSPECTION: CODE: RESULT(D/A) : BUILDING: ELECTRICAL: PLUMBING: HVAC: OTHER: ANNED FOR OFFICE USE ONLY APPLICATION FOR HVAC PERMIT DATE: 3 / 99, (NO. •'.i ) TOWN OF SOUTH WINDSOR EST.COST: o? S:--o- Do BLDG. PERMIT NO. I�/ 1540 SULLIVAN AVENUE FEE 4'30. oo L SOUTH WINDSOR, CT 06074 FEES: 644-2511 - Ext. 230 $ 0 - $1,000 - $10.00 $1000 or fraction LOCATION OF BUILDING thereof - $10.00 t7o r / 7 /'Q Orly GU, - OWNER ADDRESS TOWN PHONE NO. /4, c .S� So��fi l/lWit/ i� -a 476� HVAC CONTRACTOR ADDRES ' TOWN PHONE NO. TYPE OF SYSTEM: HEATING ,/ TYPE OF BUILDING: RESIDENTIAL A/C COMMERCIAL VENTILATION BUSINESS INDUSTRIAL IF HEATING: STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC_ WARM AIR UNIT RADIANT HEATER (INCLUDING WOOD/COAL BURNING STOVE) TYPE OF FUEL: OIL-GPM,,, GAS IN-PUT ELECTRIC KW WOOD COAL OIL TANK - SIZE & LOCATION: INSIDE OUTSIDE ,% CAPACITY 7 LPG TANK - CAPACITY EXISTING RADIATION ��. .,,,, ADDITIONAL RADIATION TOTAL RADIATION_o�000 DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS (BTUH) (HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT (INCLUDING MAKE & MODEL NO.): GROSS HEATING CAPACITY (INPUT-BTUH) NET RATING (OUTPUT-BTUH) IF AIR CONDITIONING: DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN (BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT (INCLUDING MAKE & MODEL NO.): TONNAGE COOLING CAPACITY (BTUH) IF VENTILATION: DESCRIBE ALL AIR-HANDLING EQUIPMENT (INCLUDING KITCHEN EXHAUSE EQUIPMENT) : TOTAL SIZE OF SYSTEM (CFM) FRESH AIR INTAKE (CFM) (PLAN MUST ACCOMPANY APPLICATION) The undersigned hereby applies for a permit to perform the following work and is to comply with all local ordinances and State of Conn. Building Codes in the performance of such work. FURTHER DESCRIPTION OF WORK: �, /�� ?o? SS �-- STATE LICENSE - NAME & TYPE # DATE E OF APPLICANT � - yq Ll APPROVED AT [SCANNEID� BD 4A 11/88 I - B - R CALCULATION SHEET 1503 (Modern Method) Copyrliphl 1971 by The Hy610n1Cf lrt/utul• OWNER ADOR[SS DESIGN TEMPERATURE DIFFERENCE F. DATE COL. A COL.[ COL.C COL.D COL.E COL.F COL.G 1 ROOM S 0 H L W M L W H L W H L W H L W Design Water Temp. 2 ROOM DIMENSIONS, FT. U STUN pM Fool of 3 LENGTH EXPOSED WALLi,FT. < Radiation Selected < WINDOW AND OUTSIDE DOOR AREA IL STUN STUN STUN STUN STUN S WALL CONSTRUCTION ROOM LIN. FT.OF (T able 9,Lino 3 a HI TOTALS RADIATION 6 TYPE OF GLASS FROM LINE 12 SELECTED (Bottom of table used for Lino 61 7 CEILING CONSTRUCTION C (Table 9,L ■W) 9 FLOOR CONSTRUCTIONI - O— ITablo 9,L r W or Lin. F t) [ S COLD PARTITION CONSTRUCTION F (Table 9,L ■HI G 10 I Wall(With Openings) j% 2 Wells(With Opomn is) �J 1 3 WNIt IWooh Opeoinpd or Ent.HMI �. 11 TOTAL BTUH AT )OF TEMP DIFFERENCE' 17 TOTAL BTU" AT DESIGN TEMP. DIFFERENCE K --_ COL.A _ -- COL.[ COL.N — COL.1 COL_J COL. K COL.L TOTAL BTUH TOTAL OF BUILDING RADIATION 1 ROOM [ AT SELECTED O H L W THL W N L W H L W H L W DESIGN TEM►.• 2 ROOM DIMENSIONS, FT I- OIFFER[NC[ U _ 3 LENGTH EXPOSED WALLS, FT. < 4 WINDOW AND OUTSIDE DOOR AREA STUN STUN STUN STUN STUN 6 WALL CONSTRUCTION *INCREASE BATHROOM (Table 9,Lln•3 or HI TOTAL 20K 6 TYPE OF GLASS (Bottom of table used lot Lone 61 7 CEILING CONSTRUCTION - (FOR CONCRETE FLOOR ON (Table 9, L WI GROUND OR FILL AT _ GRADE LEVEL,USE LINEAR B FLOOR CONSTRUCTIONt FEET OF EXPOSED EDGE (Table 9. L It W or Lin F1.1 9 COLD PARTITION CONSTRUCTION IToble 9,L • H) 10 I 1 Well(With OpoMnpl I.: ----- -- --- -- - - --- - ------ — -- 2 Wells(With Opemm� td 0 x — --- ------- --------- -------- - J 3 WNI►(WIM Openings) or Ent. Hall r. 11 TOTAL BTUH AT 7OF TEMP DIFFERENCE' 121 TOTAL STUN AT DESIGN TEMP DIFFERENCE FORM ISO] This form It wadsobl•from The HYdronlc/Institute, 36 Russo Place. Berkeley Heights.N J 07922 'Electric.#- ' 3`3 APPLICATION FOR BUILDING PERMIT Plumbing# 197 Brook Street Date: - 7 -" Z - HVAC # Sprinkler# ___ 29346 Estimated Cost $ FINAL APPROVALS Permit Fee $- o Building COMPLETE RED BOXED AREAS Engineering I TYPE OR PRINT ONLY Occupancy Fee $ �U Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE Appr. for CO.W �3 1 Total Fee $ I o; TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant rxdk 1.t;' L CC Location of Work ST,-e-,- i Lot No. Applicant's Address,[)Z) L J Aelrccd C.r L ►Z So,,Alk Tel.# Cf 3 q 7,91O Town �''►�1 �J n,'�lei "> tt+2 -Zip (2, I Lic.# S-1 33 - OwnerA r. 3 M r s . jM [)C AS i ii Architect Owner's Address /9�7 d RaOK S� g a Architect's Address W.�Js jw Zip 4 Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit rCcIm Pc—. ZGek —OZ City WaterGz- Wello Septic System❑ Sewe I 4SCANNED-0 Ins: 110 SP ✓ Cert. Area Basement Garage Approved by `4c Date Wo Use Group C-`{ Construction Type 56 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 afterabon 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�ildi a its use is all Signed I hereby apply for a Certificate of Occupancy for t described in this application for the permit. Signed �x DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl • Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-29346-B 7,000 • B04 INSULATION 12/27/02 WNB A OWNER SAID ROUGHS WERE INSPECTED,NOTIFIED OF TRADE PERMITS NEEDED B03 FRAMING (ROUGH) 12/19/02 JFF A WITH OWNER E03 ROUGH 12/19/02 JFF A WITH OWNER P03 ROUGH 12/19/02 JFF A WITH OWNER B10 FINAL 03/04/03 WNB A WITH OWNER B10 FINAL 03/04/03 WNB A CLOSED OUT. **-18123-E 1,000 ! � f DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Applicati 's hereby: TOWN OF SOUTH WINDSOR l F 3 6 6 BUILDING DEPARTMENT APiROVED 1540 SULLIVAN AVENUE 3 �Idmg 644-2511 ext. 230 Bld960 V Date pector Application must be printed or typed FEE SCHEDULE Location of Job: F7Tenant � ���cA- $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000or any fraction thereof gnation Apt.No. APPLICANT;�'ejk1r APPLICANT ADDRESS APPLICANT PHONE# �Co� - to S' y - 0/ 0 0 SOWN Se OWNER kA0., cI C'. CQs10 OWNER.ADDRESS M.o U e F, OWNER PHONE y -- C = ESTIMATED COST$ i C�j Ck , 0 J a IS THIS A CONTRACT COST? _Yes ----No FEE ENCLOSED$ S O�� TYPE OF JOB: R C New Installation -f'Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑YES 4aNO RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY 3, c�. ;a l ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑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 �Lu �- P 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. o o1 --- -------- E- C l CONTRACTORS LICENSE NO. STATE SIGNATURE OF APPLICANT DATE 0 2—"C7 2- C DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR I3 BUILDING DEPARTMENT —� 1540 SULLIVAN AVENUE Bldg.Permit# 4 G i 644-2511 ext. 230 Ll lD �t. ate Building Inspector 1 Application must be printed or typed FEE SCHEDULE Location of Job: �� Br o� s+c e e-4— $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. 11 o it APPLICANT APPLICANT ADDRESS �o{ Olen' Fct`vr1 koca APPLICANT PHONE# C7/ 9 ISO CX3 W N S£ OWNER �G•� �iti s� 44 OWNER ADDRESS ' 7C''`` Orov cs pco '. .^ � C�0 c/� fi✓/mil D'.�'v✓ -- OOWNER PHONE OO a r2 — C ESTIMATED COST$ A220 of IS THIS A CONTRACT COST? _Yes No (� FEE ENCLOSED$ �. s ;O��w TYPE OF JOB: OR C New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A *ESIDENTIAL BUILDING PERMIT APPLICATION? 2UYES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY NO ❑ASSEMBLY LE ❑EDUCATIONAL FUTURE USE AND OCCUPANCY W ef) c-1 AIG L I n c ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑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 C�l4 n y O n g re-- n�- � /�7 D /�f/h e r l7i ,o CJ 0, ' ' 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 8S L/ � CONTRACTORS LICENSE NO. JSTATE /Q SIGNATURE OF APPLICANT DATE 4111" •C4 n 0 �• o � s ti 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ~°SOR•cO TELEPHONE (860) 644-2511 November 18, 2002 CERTIFIED # 70020510000081152154 Ms. Carol Ocasio 197 Brook Street South Windsor, CT 06074 Re: Appl. #2557-02—Carol Ocasio, 197 Brook Street,A-20 zone Dear Ms. Ocasio: At the meeting of the South Windsor Zoning Board of Appeals held on November 7, 2002, the Board approved with conditions your request for a variance to section 11.2 to allow a residential dwelling without a garage, at 197 Brook Street, A-20 zone. The Board concluded the hardship to be that this variance would alleviate the safety concerns associated with running a daycare center on this premises. The following condition was placed on this application: A garage must be constructed on the property within five years. Any new building, or alteration/additions to existing buildings, requires a building permit prior to start of construction. These actions are effective upon your filing the enclosed form in the Town Clerk's Office at your own expense. Very truly yours, Robert Warren, Chairperson Zoning Board of Appeals RW:dr cc: Building Department � Ak N 10 sc 6�J C',--�C4EAJ eo(L fc,lSs � 5 2 l ` C)c 2v� � 2 ,SwAtA-5 a T 1 MAY 2 9 2003 South Windsor BUILDING DEPARTMENT 0 THE eti'LC NG DEPT. TOWM (! fAla c-mil-i that t'!s pit, and c!-,:i1 i3, c..,,l.e of the ptr{x>tad b,lldln.g or a•1er•U•r s t at togrtner wish amt:r�mr�nts st.•te.i 1, .r.,w(_ tw, t 11n .1th plan and I apr-e to runny ei .• 011, �lnld m.( en•7 state Id,.v and '1iCh ct,11' . usv:d by the Er,nd,nt; t1�f runt rt d.rinc nd,n, .f t.'i1a At,Ot twrl a ..I IssutlnG� of a Uul,dln. Op lxlz,_ strieet to the• tnat ..r,1_rt 1ar,:.•s rtgulatlrg ^1•trrinp s�all L> ,.nmt...• -, t �ar.ca.,•�„1y .tiH..vntl 7t.rse ..:a ...te 131.111<11"g lnr.rpoc+t'or ///CIeA t , ci st iI vy �r�ly� s s o j s'3 . 1 Job Truss Truss Type Qty Ply 05859 ' S1 SCISSORS 7 1 Job Reference(optional) Truss Engineering Corporation,Indian Orchard,MA 01151 5.000 a Feb 6 2003 MiTek Industries,Inc. Thu Jun 12 10:32:00 2003 P&go • -1-0-0 4-9-15 7-0-0 9-2-1 14-0-0 15-0-0 1-M 4-9-15 2-2-1 2-2-1 4-9-15 1-0-0 Scale 1:19. 3x4- 4 1.5x4- 1.Sx4= 5.00 12 3 5 92 1 T 8 4x5= N r 6 2 7 � 3x5 3.t 0 12 g 3x5 7-0-0 14-0-0 i 7-0-0 7.0-0 Plate Offsets X 2:03-12,0-1.8, 4:0-2-0 04-7, 6:03-12 0-1-8, 8:0.43,0-231 LOADING(psf) SPACING 2-0-0 CSI UEFL in (loc) I/defl PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.55 Vert(LL) -0.21 8 >780 MI120 1971144 TCDL 7.0 Lumber Increase 1.15 BC 0.86 Vert(TL) .0.32 2-8 >521 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.21 6 n/a BCDL 10.0 Code IBC2000 (Matrix) 1st LC LL Min I/defi=240 Weight:43 lb LUMBER 5)Bearing at joint(s)2,6 considers parallel to grain value using ANSVTPI 1 199 TOP CHORD 2 X 4 SPF No.2 TOP CHORD angle to grain formula. Building designer should verify capacity of bearing BOT CHORD X 4 SPF No.2 23 = -2608 3-4 = -2126 4-5 = .2126 surface. WEBS 2 X 4 SPF Stud 5-6 = -2608 6-7 = 27 6)Provide mechanical connection(by others)of truss to bearing plate capg ble BOT CHORD of withstanding 335 lb uplift at joint 2 and 335 lb uplift at joint 6. BRACING 2-8 = 2397 6-8 = 2397 TOP CHORD WEBS Sheathed or 3-14 oc purlins. 4-8 = 1378 3-8 = 381 53 = 381 LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 6-5-4 oc bracing. NOTES 1)This truss has been checked for uniform roof live load only,except as noted. REACTIONS(lb/size) 2)Wind:ASCE 7-98 per IBC2000;100mph;h=25ft;TCDL=4.Opsf;BCDL=S.Opsf; 2 • = $09/03.8 occupancy category II;exposure D;enclosed;MWFRS gable end zone; 6 = 809/033 cantilever left and right exposed;end vertical left and right exposed;Lumber �OV 1 i li__Max liorz DOL=1.00 plate grip DOL=1.00. 2 = 100(load case 4) 3)As requested,plates have not been designed to provide for placement `% .Max tfplift tolerances or rough handling and erection conditions. It Is the responsibility of 2 = -335(load case 4) the fabricator to Increase plate sizes to account for these factors. -6 = 335(load case 5) 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas with a clearance greater than 3-0-0 between the bottom chord and W FORCES(lb)-First Load Case Only any other members. ` TOP CHORD 1.2 = 27 rvQ 5 r c O F Job Truss Truss Type Qty Ply 05859 - t GE1 KINGPOST 1 1 Job Reference(optional) Truss Engineering Corporation,Indian Orchard,MA 01151 5.000 s Feb 6 2003 MiTek Industries,Inc. Thu Jun 12 10:31:59 2003 P 3ge ' -1.0-0 7-0-0 14-0-0 15-0-0 1-0-0 T-0-0 7-0-0 1-0-0 Scale a 1:19 3x4= 5 1.5x4 II 1.5x4 II 6 5.00 4 12 1.5x4 ST3 1.5x4 11 3 7 t ST2 ST2 T ST1 ST1 6 2Li Li Li 9Ig 3x4= 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 3x4= 14-0-0 , 14-0-0 LOADING(psf) SPACING 2.0.0 CSI DEFL In (loc) I/defl PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.14 Vert(LL) n/a - n/a M1120 1971144 TCDL 7.0 Lumber Increase 1.15 BC 0.06 Vert(TL) 0.00 9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(TL) 0.00 8 n/a BCDL 10.0 Code IBC2000 (Matrix) 1st LC LL Min Udefl=240 Weight:46 lb LUMBER 2)Wind:ASCE 7-08 per IBC2000;100mph;h=25ft;TCDL=4.Opsf;BCDL=5.01 Isf, TOP CHORD 2 X 4 SPF No.2 Max Uplift occupancy category 11;exposure D;enclosed;MWFRS gable end zone; BOT CHORD2 X 4 SPF No.2 12 = -7(load case 4) cantilever left and right exposed;and vertical left and right exposed;Lumb r OTHERS 2 X 4 SPF Stud 13 = -99(load case 4) DOL=1.00 plate grip DOL=1.00. 14 = -140(load case 4) 3) Truss designed for wind loads in the plane of the truss only. For studs BRACING 11 = -88(load case 5) exposed to wind(normal to the face),see MiTek"Standard Gable End Deta i" TOP CHORD 10 = 439(load case 5) 4)As requested,plates have not been designed to provide for placement Sheathed or 6.0.0 oc purlins. tolerances or rough handling and erection conditions, It Is the responsibility o BOT CHORD FORCES(lb)-First Load Case Only the fabricator to Increase plate sizes to account for these factors. Rigid ceiling directly applied or 10-0-0 oc bracing. TOP CHORD 5)Gable requires continuous bottom chord bearing. 1-2 = 29 23 = 35 3.4 = - 4 6)Gable studs spaced at 24-0 oc. REACTIONS(Ib/size) 43 = 18 5.6 = -46 6-7 = S4 7)•This truss has been designed for alive load of 20.0psf on the bottom chord 2 = 236/14-0-0 7.8 = -65 83 = 29 in all areas with a clearance greater than 3-0-0 between the bottom chord a id 8 , = 236/14-0-0 BOT CHORD any other members. 12 = 210114-0-0 2-14 = 15 13-14 = 15 12-13 = 15 8)Provide mechanical connection(by others)of truss to bearing plate cap2 ble 13 = 176/14-" 11-12 = 15 10-11 = 15 8-10 = 15 of withstanding 126 lb uplift at joint 2,143 lb uplift at joint 8,7 lb uplift at jo Int 1 14 _ = 294114-0-0 WEBS ,99 lb uplift at joint 13,140 lb uplift at joint 14,98 lb uplift at joint 11 and 13 9 lb 11 = 176/14-0-0 5-12 = 465 4-13 = 447 3-14 = -228 uplift at joint 10. ry 0 - = 294/14-0-0 6-11 = 447 7-10 = -228 Max Horzqr+ 2 = 101(load case 4) NOTES LOAD CASE(S) t Max Uplift 1)This truss has been checked for uniform roof live load only,except as noted.Standard 2 = -126(load case 4) 8 = -143(load case 5) Job Truss Truss Type Qty Ply 05359 G1 HOWE 1 2 Job Reference(optional) Truss Engineering Corporation,Indian Orchard,MA 01151 5.000 s Feb 6 2003 MiTek Industries,Inc. Thu Jun 12 10:31:58 2003 P ige t -1-0-0 4-2-4 7-0-0 9-9-12 14-0-0 15-0-0 1-0-0 4-2-4 2-9-12 2-9-12 4-2-4 1-0-0 Scale 1:19. 4x4= 4 3x4� 3x4 5.00 12 3 5 W3 t Wt W2 W2 W1 T 2 Li 6 �i 7 17 0 5x6= 10 9 8 1.5x4 II bx9= 1.50 11 5x6= 4-2-4 , 7-0-0 , 9.9-12 14-0-0 4-2-4 2-9-12 2-9-12 4-2-4 Plate Offsets X 2:03-7 0-03 4:0-2-0 0-1-11 , 6:03-7 0-03, 8:0-23 0-0-12 9:04 810-5-2 10:0-23,0-042 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.60 Vert(LL) .0.11 9 >999 M1120 1971144 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) .0.17 9 >979 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.03 6 n/a BCDL 10.0 Code IBC2000 (Matrix) 1st LC LL Min Udefl=240 Weight:150 lb LUMBER 4)As requested,plates have not been designed to provide for placement TOP CHORD 2 X 4 SPF No.2 TOP CHORD tolerances or rough handling and erection conditions. It is the responsibility o BOT CHORD2 X 8 SYP DSS 23 = -8175 34 = -0274 45 = -6274 the fabricator to Increase plate sizes to account for these factors. WEBS 2 X 4 SPF Stud 5-6 = -8175 6-7 = 40 5)•This truss has been designed fora live load of 20.Opsf on the bottom chord BOT CHORD In all areas with a clearance greater than 3-6.0 between the bottom chord and BRACING 2-10 = 7515 9-10 = 7515 8-0 = 7515 any other members. TOP CHORD 6-9 = 7515 6)Provide mechanical connection(by others)of truss to bearing plate cap big Sheathed or 340-11 oc purlins. WEBS of withstanding 1982 lb uplift at joint 2 and 1982 lb uplift at joint 6. BOT CHORD 3-10 = 1418 4-0 = 4479 54 = 1418 7)Girder carries tie-in span(s):24-0-0 from 0-0-0 to 14-0-0 Rigid ceiling directly applied or 10-0.0 oc bracing. 3-0 = -2012 5-9 = .2012 REACTIONS(lb/size) NOTES LOAD CASE(S) 2 = 4678/03-8 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Standard 6 = 4678/O-3-8 Top chords connected as follows:2 X 4-1 row at 0-0-0 oc. 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Max Horz Bottom chords connected as follows:2 X 8-2 rows at 0-9-0 oc. Uniform Loads(plf) 2 = 406(load case 5) Webs connected as follows:2 X 4-1 row at 0-0-0 oc. Vert: }flax tiplift 2)This truss has been checked for uniform roof live load only,except as noted. 2-0 =.584.4 1-4 = -84.0 4-7 = -84.0 2 = -1982(load case 4) 3)Wind:ASCE 7-98 per IBC2000:100mph;h=25ft;TCDL=4.Opsf;BCDL=5.Opsf; 6 = 4982(load case 5) occupancy category II;exposure D;enclosed;MWFRS gable and zone; cantilever left and right exposed;end vertical left and right exposed;Lumber FORCES(lb)-First Load Case Only DOL=1.00 plate grip DOL=1.00. J TOP CHORD 1-2 = 40 l b ZxBY,-I& - � o Z� 2Y 1-t � CG y A DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# c 0 3 ,w— 644-2511 ext. 230 Dati Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: E 5-E- $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000or any fraction thereof gnation Apt.No. APPLICANT c� , APPLICANT ADDRESS ( -7 I��Foo Ise, APPLICANT PHONE# (S ce c) SOW N St OWNER Sccr,i� OWNER ADDRESS O • a F, OWNER PHONE C ESTIMATED COST$ IS THIS A CONTRACT COST? _Yes FEE ENCLOSED$ S C TYPE OF JOB: SOR•co New Installation teration/Addition/Repair Revised 410IH2002 APPLICATION FOR HVAC PERlMT (Continued from reverse side) TYPE OF SY�TEM: TYPE OF BUILDING: CY'HEATING 210ESIDENTIA1 ❑A/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑PfEAM LOW PRESSURE LIMIT LB . HIGH PRESSURE LIMIT LBS. HYDRONIC ❑WARM AIR 2WJNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION 23' 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) 00� TYPE OF FUEL ❑OIL-GPM OIL TANK LOCATION :❑INSIDE❑OUTSIDE CAPACITY ❑GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL 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 APPLICATION) FURTHER DESCRIPTION OF WORK 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 LICENSE NO. 7TE STATE SIGNATURE OF APPLICANT DATE n\ v Job: Project Summary U I ( Daft: Entire House ho6�LA By: ' BRAINARD P&H ' (L -1 Project Information For: MANNY BRAINARD II U� Notes: Desicin Information Weather: Hartford. Brainard Field, CT , US Winter Design Conditions Summer Design Conditions Outside db 6 'F Outside db 88 'F Inside db 70 'F Inside db 75 'F Design TD 64 'F Design TD 13 'F Daily range M Relative humidity 50 % Moisture difference 26 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 9830 Btuh Structure 4427 Btuh Ventilation air 31 cfm Ventilation 444 Btuh Ventilation air loss 2152 Btuh Design temperature swing 3.0 °F Design heat load 11982 Btuh Use mfg. data n Rate/swing multiplier 0.93 Infiltration Total sens. equip. load 4540 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Internal gains 0 Btuh Ventilation 533 Btuh Heating Cooling Infiltration 339 Btuh Area (ft') 2N 224 Total latent equip. load 1037 Btuh Volume(ft') 1792 1792 Air changes/hour 1.25 0.65 Total equipment load 5577 Btuh Equiv.AVF (cfm) 37 19 Req. total capacity at 0.70 SHR 0.5 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 80 AFUE Efficiency 0 EER Heating Input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Low output baseboard 550 Btuh/ft Total cooling 0 Btuh Total low baseboard 18 ft Actual cooling fan 237 cfm High output baseboard 800 Btuh/ft Clg air flow factor 0.054 cfm/Btuh To}al high basebrd 12 ft Space thermostat Load sensible heat ratio 82 % Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wngl-itsoft Right-suite Residential J8 5.820 RSRRHM26387 2003-Aug-11 152824 CAMy Documents\Rheem\BASE.rrp Calc=MJ8 Orientation=S Page 1 Short Form Date:I t Date: 1 Entire House �,^p �L.,r By: • BRAINARD P&H 6 Project • • For: MANNY BRAINARD Design Information Htg Clg Infiltration Outside db(°F) 6 88 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 64 13 Fireplaces 1 (Average) Daily range - M Inside humidity(%) - 50 Moisture difference(gr/lb) - 26 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Efficiency 80 AFUE Efficiency 0 EER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Low output baseboard 550 Btuh/ft Total cooling 0 Btuh Total low baseboard 18 ft Actual cooling fan 237 cfm High output baseboard 800 Btuh/ft Cooling air flow factor 0.054 cfm/Btuh Total high baseboard 12 ft Space thermostat Load sensible heat ratio 82 % ROOM NAME Area Htg load Clg load Baseboard (ft) Clg AVF (ft2) (Btuh) (Btuh) Low High (cfm) ADDITION 224 9830 4427 18 12 237 Entire House 224 9830 4427 18 12 237 Ventilation air 2152 444 Equip. @ 0.93 RSM 4540 Latent cooling 1037 TOTALS 224 11982 5577 18 12 237 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrigtitSoft Right-Suite Residential J8 5 8 20 RSRRHM26387 2003-Aug-11 1528 25 C 1My Documeats\Rheem\BASE rrp Calc=MJ8 Orientation=S Page 1 Electric.# 3(0( APPLICATION FOR BUILDING PERMIT Plumbing# 197 Brook Street Date: Z8 d HVAC # // k/ Sprinkler# 29645 FINAL APP OVALS _ — - Estimated Cost / ,� Building ' COMPLETE RED BOXED AREAS Permit Fee / 7C} En neerin Occupancy Fee $ f c, Affidavit g TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr. for CO . �43 1110. 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 fit- C OAS T Location of Work�_q �To� S �. Lot No. Applicant's Address I p l to Fy'-) Z_x_ S T . Tel.# Town V Q,f NvrJ Zip 0G0 G G Lic.#^ ? Owner Ay,--) S f O Architect Owner's Address cgs S Architect's Address � I Lj do sw— Zip Cr'c0 7 Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit TO TO k- .-C A_) City Water ��Well❑ Septic System❑ Sewer' Ins: HO SP Cert. Area Basemen Garage Approved by Date -v V I Use Group '"( Construction Type '56 Revised W02 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 pro distance from all street lines,side yard lines,and required distances from all other zones and is located in which thwbwldl its use is allowed. Signed I hereby apply for a Certificate of OCCupt r 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 ------------------------------------------------------------=-----------s------ **-29645-B 18,000 B01 FOOTING 06/10/03 JFF A WITH OWNER AN CONTRACTOR B03 FRAMING (ROUGH) 07/07/03 WNB A WITH CONTRACTOR,TRUSS SPEC NEEDED E03 ROUGH 07/07/03 WNB N/A OK PERMIT TO FOLLOW B04 INSULATION 07/08/03 CJD A B10 FINAL 08/11/03 CJD D SMOKES, NEED HEAT LOSS B10 FINAL 08/13/03 CJD D HVAC PERMIT? B01 FOOTING 08/15/03 WNB A DECK,3 PIERS WITH CONTRACTOR B10 FINAL 08/13/03 CJD A B10 FINAL 08/13/03 CJD A CLOSEOUT **-18366-E 1,999 **-11815-H 200 . '• " L� o �t1`. t . Fy yj C o R or c' LLC Statement of Agent Authorization I hereby designate and authorize.Home Comfort Now, LLC to act in my behalf as my agent in the processing of all permit applications and to furnish, as requested, supplemental information in support of this application for the residence incited at- 9 As legal property owner, l (we) accept the legally binding nature of this permit application and acknowledge the ultimate responsibility of the owner in executing the conditions of the approval. I also understand that this authorizati n does not transfer ultimate responsibility for the approval to the t. Ob Signature of Property Owner Date Cionahire of Prnnerty OwnerT�atP i 1 I O' � I 99 8 J97 .. S' �� gXIS . . � 31 200 ten' •0 0 d O l . I Town of South Windsor j Connecticut General Map N Text Annotation Date Nnited: ocVw 7,2M2 C] Property Lin o W Feet [� PARCELS fly Oo Mftlo$aN"*-'W 6om"TOM of IMM Wtftor TM Amen r an".d(p�d•>1tJh d t Yt�if s tOp(Mt trd Y1r�10�t >MI�c1e0 d�N>a M rt+>t0�I�wOJat m Aw b"how ttom Wnft"O a.&%Ow"Uw K•R"f orry. flr WNW of ti m mon bommi 0.""A ffoy dwm. Property bOUM "nyI F M d har 4.If fir` -aqs bne eWeh c,,r ..��rt3 pr�ir�oS MAY 2 3 201)b South Windsor BUILDING DEPARTMENT u ttit 07 iUi,l irui+f. -his Certrrictl that this plan anaI apeoitlueth—s ore tw• =.004 0 1 the Pr*Pofdd,yulJding or alterattoru t,o toe erect aad t together with giTiRYtd}irer}ta ;?feted )p AmIloatlon aro 'ilod wltli,¢lan tSft F odree'to comRly,w4h an zoning, •3uilding and dte4tlYWti and such.oridori-as,ah" b ,ssuad by j4_bd01111*4 t)ppartment_I#u�,pond y t thla atCt' ir�9 aflf! �iivarwe of a ding permit. xS,gnad , _ - hia Plam is ailCtF.*;# fYl44 to tpe,coA/I11on that rders and or*Madeet eeJut"i bu4diae shall be ,; 'Plled with. .:ondltlonelli%Appr&AW I" Mad with Building Inspector Clerk �i CERTIFICATION OF ZONING COMPLIANCE Proposed building(s)r use(s) and/or structure(s) as shown on this plan appear(s) to be in conforms-- nce with current South Windsor regu►;.. ,-;;i�,. Variances and special exceptions t Date � t ) ZonkV Enforcement Officer tSU1LU1Nli Y�tCMl'1' STATE OF CONNECTICUT WORKERS'COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat. §31-286b) Property located at �? � 4d f In the town of Name of building permit applicant: Please chec one: 1 _I am the owner of the above property. _I am the sole proprietor of a business. 2A.Name of business 213.Federal Employer Identification Number(FEIN) .................................................................................................................... Pursuant to§31-286b,"a property owner or sole proprietor[who]intends to act as a general contractor or principal employe:"may provide either a certificate of workers'compensation insurance or a"sworn notarized affidavit... stating-that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please chee ne: 1 I do not intend act as a general contractor or principal employer. [Sign and st ,here ( Signature 6NPplicant 2._I intend to act as a general contractor or principal employer.Applicant must either provide a certificate of workers'compensation insurance or sign the affidavit below. .................................................................................................................... Affidavit I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with.the Workers'Compensation Act(Chapter 568). I understand that pursuant to§31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of ,200 . (Notary Public/Commissioner of the Superior Court) DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Ap o • y. TOWN OF SOUTH WINDSOR PERMIT BUILDING DEPARTMENT AP P ED 1540 SULLIVAN AVENUE G (� Bldg.Peraut# 644-2511 ext. 230 Date it ng Inspector Application must be printed or typed FEE SCHEDULE Location of Job: �� — $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT l.0 (O APPLICANT ADDRESS I Q�} &caok APPLICANT PHONE# &C W N S Fq OWNER OWNER ADDRESS &07 OWNER PHONE C ESTIMATED COST$ ,3=dU« IS THIS A CONTRACT COST? J/Yes _No FEE ENCLOSED$ f��s O�� TYPE OF JOB: OR•C New Installation _ teration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A U'RE // SIDENTIAL BUILDING PERMIT APPLICATION? ElYES ❑ NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATIOvvN��/WIRING METHOD SIZE OF SERVICE W SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑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 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 LICENSE O. E _ Si E SIGNATURE OF APPLICANT DATE O APPLICATION FOR BUILDING PERMIT Electric# �-© Plumbing# 197 Brook Street Date: 23 O HVAC # Sprinh,er# 32586 FINAL - -- - --- ---------_ -� Estimated Cost $ �U j -- --- ---- - j Permit Fee Buildin COMPLETE RED BOXED AREAS Occupancy Fee $ Enginee 'n TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavitppr. for C 06 SIGN ON REVERSE SIDE _ .—__— Total Fee $ O 7_1 TO THE I ING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) The undersigned hereby applies to do work according to the following: Applican 000 L 190FbP- ovation of Work r Lot No. Applicant's Address 13 JhA U-l1d T Tel. 40 ?7 - / 23ef Town 7" r G'T Zip D(o/ t: r Lic.# Owners I f okxy L veoSw Architect OTAddress 9-7 r00k St Architect's Address fkoSox. G zip QG07y Zip Sq. Ft. New Area: 1 st Ff. 3 f 2nd FI. 3rd FI. Total New Area Purpose of this permit Q f S SUS '� Gt City WaterV Well❑ Septic System❑ Sewere-11, Ins: HO SP Cert. Area Baseme Garage Approved by Date 3/1'fl� Use Group Construction Type f— '� Revised 6ro2 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 p r distance from all street lines,side yard lines,and required distances from all other zones and is located in whi this build d its use is allowed. Signed I hereby apply for a Certificate of Occupan y for the 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 ------------------------------------------------------------------------------- **-32586-B 12,800 BO1 FOOTING 07/18/06 JFF A 8 10IN PIERS NOTIFIED OWNER B03 FRAMING (ROUGH) 07/27/06 JFF A WITH OWNER FLOOR ONLY LAGS FLASHING JOIST HAN GERS AND FLOOR JOISTMQ E03 ROUGH 08/29/06 JFF A WITH OWNER NOTE BO1 ON PERMIT 32732 B10 FINAL 09/18/06 JFF A WITH OWNER NOTE DECK LESS THAN 30IN ABOVE GRA GRADE Electric # APPLICATION FOR BUILDING PERMIT Plumbing# Date: HVAC # 197 Brook Street ' Sprinkler# _ _ FINAL R _____ Estimated Cost $ Permit Fee $ Buildin 5 "'�' COMPLETE RED BOXED AREAS — En nee n I Occupancy Fee $ /d� 1 TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavi — - -- --- —- —_._. -- -- Appr. for C o SIGN ON REVERSE SIDE / Total Fee $ TO THE BUI NG DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) The undersigned hereby applies to do work according to the following: Applicant 1 U Location of Work Lot No. Applicant's Address Tel.# Town Cm U) Zip 0 COOWLic.# 0 Owner �--)a e _ Architect Owners Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit_ X2 City Watero Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. jkrea BasemJ Garage Approved by Date 4 Use Grou Construction Type_ Revised 6/02 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 roper dist nce from all street lines,side yard lines,and required distances from all other zones ans located 117this buil and it s is allowed Signed _ I hereby apply for a Certificate of O ancy for the wciA describ 70r, this application for the permit. Signed AA ivy- \.A DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ----------------------------------------------------------------------------- •*-32732-B 4,000 B10 FINAL 08/29/06 JFF A WITH OWNER Electric # APPJICATI R BUIL ING PERMIT Plumbing# HVAC# Date:Sprinkler# Estimated Cost $ 9 FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.forCO. SIGN ON REVERSE SIDE A 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 / vl . Location of Work Lot o. Applica is Address_ a ,/1� Tel # o'�( G37 Town &o*% CT Zip Lic.# 60`1 u Owner m o U E 0 CV;'N Architect Owner's Address �1 of S Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. rd F. r Total New Area Purpose of this permit oT r�z I Mae S a W1 City Water J Well J Septic Systems Sewer J Ins: HO SP Area Basement Garage Approved by Date . �1 I el 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 ch this ildin d its use is allowed. Signed I hereby apply for a Certificate cu c for t rk described in this application for the permit. Si d D T WRITE B OW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/04/22 Printed by Middleton, Morgan 11 35 58 INSPECTION: 129308 FINAL PERMIT: STATUS: APPLICATION: 201900577 LOC: 197 BROOK STREET SOUTH WINDSOR PROPERTY ID: 14400197 OWNER: OCASIO MANUEL A & CAROL M CONTRACTOR: VIVANT SOLAR INC 203-584-0026 REQUEST BY: PROJ DESC: INSTAL 26 ROOF MOUNTED SOLARS 8 19 DC KW CRS#3458255 WORK ORDER: INSPECTOR: WEAR RESULT: PASS REQUESTED: 06/03/20 PRIORITY: SCHEDULED: 06/03/20 COMPLETED: 06/04/20 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: * Reviewed Photos ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 06/04/20 WEAR PENDING B010 FINAL * Need Photos of Roof Mounting. 06/04/20 WEAR PENDING E010 ELECTRIC FINAL * Need Photos of Roof Mounting. 06/04/20 WEAR PASS E010 ELECTRIC FINAL * Reviewed Photos. d03 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 1-1VAC# I q7 MrooK St. Date: L R t :-71 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 $ 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 �a Lot No. Applicant's Address 3L S4� P�� Le^ 'e Tel # 8E© -S'S9—� '� YY Town <,Ok ' W1"k S0-'f Zip Lic.# (00939 Owner A 4 K N Y O C et s'b Architect Owner's Address l.a ') ra-e S P'�Architect's Address S'0'A Ali r e f— C T— Zip . 07 Y Zip Sq. Ft. New Area: 1 st FI. 2nd FIr 3rd FI. Total New Area Purpos of this permit \i r e K � rC S �� S r I« �PS dd�: P �' lr i e- City Water J Well J Septic System J Sewer J Ins: HO SP Area Basement Garage Approved by Lyt4 ate 10 Use Group Construction Type BTU��O�/f�� Revised 1108 i I hereby agree to conform to all the requirements of the Laws of the State A and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the ications of the Building for which this permit is asked,and agree that this building is to be to to he prop street lines,side yard lines,and required distances from all other zones and is located in whi i ilding a i . 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 03/08/23 ` Printed by Middleton, Morgan 14 38 17 INSPECTION: 123480 FINAL PERMIT: STATUS: APPLICATION: 201902496 LOC: 197 BROOK STREET SOUTH WINDSOR PROPERTY ID: 14400197 OWNER: OCASIO MANUEL A & CAROL M CONTRACTOR: REQUEST BY: PROJ DESC: REMOVE AND REPLACE ROOF WORK ORDER: INSPECTOR: WS-B RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 03/08/23 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: INSPECTED BY ADAM CHROSTOWSKI 1900828 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/04/2019 GIS ID: 14400197 FEE: 90.00 MUNIS APPLICATION# 201902496 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ALEX BAILEY ADDRESS: 197 BROOK STREET ADDRESS: 62 TROUT STREAM DRIVE OWNER: OCASIO MANUEL A&CAROL M 197 BROOK ST VERNON ROCKVILLE,CT 06066 DESCRIPTION OF WORK: REMOVE AND REPLACE ROOF 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 11/4/2019 8:44 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900291 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 05/17/2019 GIS ID: 14400197 FEE: 180.00 MUN1S APPLICATION# 201900577 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: VIVANT SOLAR INC ADDRESS: 197 BROOK STREET ADDRESS: 50 DEVINE STREET OWNER: OCASIO MANUEL A&CAROL M 197 BROOK ST NORTH HAVEN,CT 06473 DESCRIPTION OF WORK: INSTAL 26 ROOF MOUNTED SOLARS 8.19 DC KW SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE LDING DEPARTMENT. 61q� CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDIN FFICIAL 5/17/2019 10:51 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900177 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 05/17/2019 GIS ID: 14400197 FEE: 414.00 MUNIS APPLICATION# 201900577 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: VIVANT SOLAR INC ADDRESS: 197 BROOK STREET ADDRESS: 50 DEVINE STREET OWNER: OCASIO MANUEL A&CAROL M 197 BROOK ST NORTH HAVEN,CT 06473 DESCRIPTION OF WORK: INSTAL 26 ROOF MOUNTED SOLARS 8.19 DC KW SPECIAL CONDITIONS: ELECRICAL ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. All CONSTRUCTION TYPE: OCCUPANCY GROUP: BUIL OFFICIAL 5/17/2019 10:52 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE