Loading...
HomeMy WebLinkAbout27 DAWN DR DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Applicat' s e TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT APP 1540 SULLIVAN AVENUE y 644-2511 ext. 230 Bldg.Permit# Date Buil ng Inspector Application must be printed or typed FEE SCHEDULE Location of Job: fi r, iz N r $0-$1,000=$15.00 FTenant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT MIX' ( ' ,4"� 4ti t41 ZJ All Plumbing Repair, Inc. APPLICANT ADDRESS All Plumbing Repair, Inc. P.O. Box 853 P.G. Box 863 Tolland, CT 06084-0853 Tolland CT 06084-0853 APPLICANT PHONE# 167 . O W N St OWNER MP- RZ "� 1�l<<: A q� OWNER ADDRESS 't/it w b Q1V' 0 OWNER PHONE —��' �- "' S 3 K C ESTIMATED COST$ haw IS THIS A CONTRACT COST? Yes G'O o �CJ FEE ENCLOSED$ TYPE OF JOB: R C New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO RESIDENTIAL ❑ BUSINESS CURRENT USE AND OCCUPANCY ❑ ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY O EDUCATIONAL O INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE O GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION ����e.n ��^Z C 2 SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO. OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO. OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES O NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE !Vir�Vn✓��' �'�� MANUFACTURER DESCRIPTION OF WORK liJJ! Q.L 1,11A7 �? HEREBYTHE UNDERSIGNED L E R A PERMIT TO PERFORM THE WORK DESCRIBED AND TrF6— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. a�';� "D"i J �J 1. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT ^+/" �- DATE -:5 2 3-0(� �EIHO E. HYYP'PA do ASSOCIATES Civil Engineers Glastonbury,, Conn. D A V./ N c R I v E-7-,- } 4a o t 1 110 o PLEASANT VALLr-Y tl l N RS6,C7'`( TNr- o'M N!, 0 i i5o.2o' - Foc%rda+nor► 6caieA as stiown 4-7-1-SO IIZ Ilp .NOTE: Lot lines from map on file in 22 Town Clerk's Office entitled, "Plot Plan 24 Section Z Pleasant Valley Homes South Windsor.. Conn." Scale 1"- hO l Date la-I G-79 A-ZO Z0A/E Map No. 220-78-IK Rev. 7n�,-79 by Me9son Nyyppa Civil Engineers,Glastonbury ,Conn. P2EPARE ID FO R, I htreby certify that this map and survey were prepared in P(-EASA.I�1T v�LL�Y �1O M Erj accordance with the standards of a Class A-2 survey as defined In the existing Code of Practice for Standards of Accuracy of 5OUTV4 wltanSOQ ) C,p?,3N, 4urveys and Maps, adopted by the Connecticut Association of Land Surveyors, Mc. SCALE '"_40• SATE 3-24-SO 43-19-IS j $EINO E. HYYPPA & ASSOCIATES Civil Engineers Glastonbury, Conn. t � 1 \ ZG,• 1 Pao CO s r 1q f A <t t I � I 1?. ir0 '22 .NOTE: Lot lines from map on file in 24 Town Clerk's Office entitled, "Plot Plan ._ . Section Pleasant Valley Hmes South Windsor, Conn.* Scale 10- hOI Date /.c -1 ?' .4-20 tTD�I/E Map No. 220-78 , b7 .. NtyPPa C;v;I Engirseev-s,:�i2sio-b-)rl ,rC PZEPARC D F-O Iz I hereby certify th-it this map and survey were prepared it, PLEI-\SAtJT VL\LLE`( I-10 M E5 accordance with the standards of a Class A-2 survey as defined In the existing Code of Practice for Standards of Accuracy of �O�T1 �,�/��Jf�SOQ C�►�1r�1. Surveys and Maps, adopted by the Connecticut Association of AAM Surveyor's, k1C» cA E =4C SATE 3-24-S 0 I.Jr V- 43-�9- c $EINO E. HYYPPA & ASSOCIATES Civil Enrinee rs Glastonbury, Cann. x -- ,,Orb• _ _ Gµ,CPO 1 9 .1 GcznP• ��riE � 1-` � r 4`; N � 1 4V,4 ON \ i(p 1,� n t• x -T- . i ,N 64=3'�'- 30,W I I I J i I �12 i`z 2 .ROTE: Lot lines from map on file in 24 Town Clerks Office entitled, "Plot Plan Section Pleasant Valley Haines South Windsor, Conn." Scale I"- hOl Date -i t_t`' A-20 ZDAIE Map No, 220-78-!t- Raw, 7 6,-/9 by M« �: 4u`iyppa C;�'i1 E�yineers Gtasto, b.,�.� ,ro P2EPA2E iD C-C R I hereby certify that this map and survey were prepared ii, PLEASA,T\IT VL\LLE`( WO M ES accordance with the standards of a Class A-2 survey as defined in the existing Code of Practice for Standards of Accuracy of `:)OUTW Wi►)0502 COQ1,3. Surveys and Maps, adopted by the Connecticut Association of Lind Surveyors, Inc. j�•Ucs � '"��YiP�_ A, 3�7�ro -A PPF? 0 V E D TOWN OF SO�f 1';-' AIIINDSOR OAT ENGINEERING SIG.;E: /', AINO E. HYYPPA & ASSOCIATES - 1 Civil Engineers Glastonbury, Conn. t �' I � i a 5 mow• �� / J V, 11 zL- c 1 4q•io 1 ,^ i Nl�r Ito PLEA5ANT VALLEY RE�^L-Fy TNC �t �I I i I i8 1 No zonirvj v',oia};Orrs 112 i nl G- °-3<a�- 30"I'v � i---- 1 r � Foun-la+ion 6ca+e3 as shown 4-21-80 I t12 110 .?TOTE: Lot lines from map .on file in 24 ZZ Town Clerk's Office entitled., „plot Plan Section 2 Pleasant Valley Homes South Windsor., Conn." Scale In- hOr Date &-IS-79 A-20 ZOA/E Map No. 220-78-IK Rev. 7-4:,-79 by Me9son Y ►-+yyppa Civil Enyineers,C31astonbory ,Conn: PE EPAR E 0 FOP, I hereby certify that this map and survey were prepared iri PLEASA,KJT �/ E- accordance with the standards of a Class A-2 surveyA L-�- Y �'��M�`j as defined iin the existing Code of Practice for Standards of Accuracy of 50UTV4 W1h3DS0Q) CotuN. (Surveys and Maps, adopted by the Connecticut Association of 'UM Surveyors, hr— SCALE 0=4o• DATE 3-24-So ` `43-nCi r A _-PPR0VED TO`'VN OF SOUTH WINDSOR ENGINEERING DEPARTMENT DATE: Z w APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT.230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: 0& `g APPROVED: BLDG.PERMIT NUMBER: DATE INSPE TOR LOCATION OF WORK: -7 T K ,,u , APPLICANT:: OWNER: TYPE OF STRUCTURE: ��e 4- 7 y l0 N L7 6 09( S o NEW BUILDING NAME: V (J Nam:MART CA716 A AA1 D ❑ADDITION PHONE NumBE •g 5-! PHONE NUMBER:hd TV- 73-I W VfXISTING BUILDING ADDRESS: 6 O ADDRESS:a 7 ,8 9 WoD/Z. � TYPE OF USE: 7 Iue,�w . C� 06111 C.l��u c n� , 6 y y RESIDENTIAL ❑CDbIIvIIItCIAL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION:P / ? - O ^f �L M /�[gyp�' � z� p u�y��q� SIZE OF SERVICE: /V �� kcJ .�Df�9 R IJF�N�I / 1141/oAJ SIZE OF MAIN SERVICE: Ix NUMBER OF METERS: NUMBER OF PANELS: l 5 /2 i9 NB l S $15 d.R v NUMBER OF LIGHT CIRCUITS:. ESTIMATED COST:S Q NUMBER OF SWITCHES: ,} 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 (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK CONTRACTORS LICENSE NO.: TYPE: _ STATE: GT SIGNATURE OF APPLICANT: DATE: l s .er m•. structural 00inu Omay 23,201a ENGINEERS SunPower Corporation77 Rio Robles San Jose,CA,95134 Subject:Structural Certification for Installation of Solar Panels Job Number:2018-04122 Client:Mark and Anne Castelhano-RP-43664 Address:27 Dawn Drive,South Windsor,CT 06074 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from SunPower Corporation. From the field observation of the property,the existing roof structure was observed as follows: The existing roof structure consists of: • Composition Shingle over Roof Plywood is supported by 2x6 @ 16"o.c.SPF#2 at ARRAY 1.The rafters are sloped at approximately 21 degree and have a maximum projected horizontal span of 14 ft 2 in between load bearing supports. Design Criteria: • Applicable Codes=2016 Connecticut State Building Code,ASCE 7-10,and NDS-12 • Ground Snow Load=30 psf;Roof Snow Load=30 psf ARRAY 1 • Roof Dead Load=6.2 psf ARRAY 1 • Basic Wind Speed=125 mph Exposure Category C As a result of the completed field observation and design checks: 0 • ARRAY 1:New 2x6 SPF#tare required to be sistered to the existing roof rafters to support the additional loading. After upgrades,the roof is adequate to support the loading imposed by the installation of solar panel and modules. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements with structural upgrade in accordance with the 2016 Connecticut State Building Code. If you have any questions on the above,do not hesitate to call. Prepared By: PZSE,Inc.-Structural Engineers Roseville,CA �u�uupi Of CONIyFC�O 'V ZA C Ti 4�i go so EXP.tlSY31/W1Q 0,,, 296788� C � 1478 Stone Point Drive,Suite 190, Roseville, CA 95661 1 916.961.3960 F 916.961.3965 W www.pzse.com Eti?I; w.ci ci 1i i structural May 23,2018 ENGINEERS SunPower Corporation 77 Rio Robles San Jose,CA,95134 Attn.:To Whom It May Concern re:Job 2018-04122 Mark and Anne Castelhano-RP-43664 The followingcalculations are for the structural engineering design of the photovoltaic panels located at 27 g g g P Dawn Drive,South Windsor, CT 06074.After review, PZSE, Inc. certifies that the roof structure lacks sufficient structural capacity for the applied PV loads.See the following calculations and Plan Sheets for location and repair to bring the roof structure up to the required capacity. If you have any questions on the above,do not hesitate to call. ���unnNir �Of CONNFCO,i Zq�y iO4i .�� Prepared By: t PZSE,Inc. -Structural Engineers Roseville CA EXP.'t5T1'3 p., 29678 • 1478 Stone Point Drive,Suite 190, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 'N www.pzse.com Expcfionce Iniug�lty I Elnpowel o[it C' Project: Mark and Anne Castelhano —Job#: 2018-04122 Date: 5/23/2018 Engineer: GS Gravity Loading Roof Snow load Calculations pe=Ground Snow Load= 30 psf C.=Exposure Factor= 0.9 (ASCE7-Table 7-2) Cf=Thermal Factor= 1.1 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=0.7 C.Ct I pg 21 psf (ASCE7-Eq 7-1) where PCs 20 psf,Pf min=I x pg= N/A where pa>20 psf,Pf min=20 x I= N/A Per ASCE 7-10,minimum values of Pf shall apply to hip and gable roofs with slopes less than 15-. Therefore,pf=Flat Roof Snow Load= 30 psf P.=C,pf (ASCE7-Eq 7-2) Cs=Slope Factor= 1.000 ARRAY 1 Ps=Sloped Roof Snow Load= 30.0 psf ARRAY 1 PV Dead Load=3 psf(Per SunPower Corporation) Roof Live load= 19.39 psf ARRAY 1 Note:Roof live load is removed in area's covered by PV array. Roof Dead Load ARRAY i Composition Shingle 2.00 Roof Plywood 1.50 Double 2x6 Rafters @ 16"o.c. 2.26 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.00 Total Roof DL ARRAY 1 S.8 psf • DL Adjusted to 21 Degree Slope 6.2 psf 2of5 Project: Mark and Anne Castelhano -Job#: 2018-04122 ��• Date: 5/23/2018 Engineer: GS Wind Calculations Per ASCE 7-10 Components and Cladding B Input Variables Wind Speed 125 mph Exposure Category C Roof Shape Gable Roof Slope 21 degrees Mean Roof Height 20 ft Building Least Width 28 ft Effective Wind Area 14.6 sf Roof Zone Edge Distance,a 3.0 ft Controlling C&C Wind Zone Zone 3 Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*V^2 (Eq.30.3-1) Kz(Exposure Coefficient)= 0.9 (Table 30.3-1) Kzt(topographic factor)= 1 (Fig.26.8-1) Kd(Wind Directionality Factor)= 0.85 (Table 26.6-1) V(Design Wind Speed)= 125 mph (Fig.26.S-1A) Risk Category= 11 (Table 1.5-1) qh= 30.6 psf 0.6*qh= 18.36 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.89 -1.67 -2.57 0.49 Uplift Pressure= -16.43 psf -30.75 psf -47.18 psf 16.00 psf Attachment Dead Load= 3.00 psf 3.00 psf 3.00 psf Max Rail Span Length= 5.33 It 5.33 ft 5.33 ft Longitudinal Length= 2.73 ft 2.73 ft 2.73 ft Attachment Tributary Area= 14.55 sf 14.55 sf 14.55 sf Attachment Uplift= -213 lb -421 Ib -660 Ib Lag Screw Uplift Capacity Check Fastener= 5/16 inch Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 inch Withdraw Capacity Per Inch= 205 Ib (NDS Eq 11.2.1) Allowable Withdraw Capacity= 820 Ib (NDS Table 10.3.1) 820lb capacity>660lb demand Therefore,OK Lag Screw Shear Capacity Check Embedment Depth Reduction Factor 1 Snow Lateral Force= 173 lb Attachment Lateral Capacity= 288 Ib (NDS Table 11K) 287.5 lb capacity>173 lb demand Therefore,OK 3 of 5 ,�. Project: Mark and Anne Castelhano —Job#: 2018-04122 i Date: 5/23/2018 Engineet: GS Framing Check i ARRAY 1 PASS-With Framing Upgrades w=52 plf Dead Load 6.2 psf PV Load 3.0 psf Snow Load 30.0 psf ^ Double 2x6 Rafters @ 16"o.c. 4� Member Span=14'-2" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 39.2 psf Member Properties-Based on Upgraded Section Member Size S(in A3) 1(in A4) Lumber Sp/Gr Member Spacing Double 2x6 15.13 41.59 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDSTable4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wL^2)/8 = 1311.2 ft# = 15734.4 in# Actual Bending Stress=(Maximum Moment)/S =1040.3 psi Allowed>Actual--69.2%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS) = 1.416 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I) = 0.594 in = L/287 < L/120 Therefore OK Allowed Deflection(Live Load) = L/180 0.944 in Actual Deflection(Live Load) _ (S*w*L^4)/(384*E*1) 0.623 in L/273 < L/180 Therefore OK Check Shear Member Area= 16.5 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 2228 lb Max Shear(V)=w*L/2 = 370 Ib Allowed>Actual- 16.7%Stressed -- Therefore,OK 4of5 } l �' Project: Mark and Anne Castelhano --Job#: 2018-04122 Date: 5/23/2018 Engineer: GS Lateral Check:2012 IBC CH34 Existing Weight of Effected Building Level Area Weight(psf) Weight(lb) Roof 1176 sf 6.2 psf 7291 lb Ceiling 1176 sf 6.0 psf 7056 lb Vinyl Siding 933 sf 2.0 psf 1867 lb (13.5'Wall Height) Int.Walls 467 sf 6.0 psf 2800 lb Existing Weight of Effected Building 19014 lb Proposed Weight of PV System Weight of PV System(Per SunPower Corporation) 3.0 psf Approx.Area of Proposed PV System 267 sf Approximate Total Weight of PV System 801 lb 10%Comparison 10%of Existing Building Weight(Allowed) 1901 lb Approximate Weight of PV System(Actual) 801 lb • Percent Increase 4.2% 1901 lb>801 lb,Therefore OK Per IBC 3403.4&3404.4 and by inspection,portions of the roof that are impacted by installation of the array will be subject to a net reduction in design loading. Therefore,the existing structure may remain unaltered. 5of5 Cie `a CODE INFORMATION = _ - u F Lu W o 0 01 a F CO W APPLICABLE CODES, LAWS AND REGULATIONS 3 < o SOLAR INDIVIDUAL PERMIT PACKAGE 2015 INTERNATIONAL BUILDING CODE(IBC) 2015 INTERNATIONAL RESIDENTIAL CODE(IRC) lZ Z z 2015 INTERNATIONAL FIRE CODE(IFC) cc a f u a 2014 NATIONAL ELECTRIC CODE(NEC) Z a = z B MASSACHUSETTS STATE BUILDING CODE a MARK CASTELHANO ANNE CASTELHANO BASED ON 2009 IBC, 7-05 ACSE U 5 , 40 kW GRID TIED PHOTOVOLTAIC SYSTEM 018 AC MAX. CONTINUOUS POWER RATING OF (15) SPR-X22-360-D-AC = 15 x 320W = 4.80 kW ui"d1no Dei rtment SATELLITE IMAGE ( 860 ) 995 - 7514 PROJECT LOCATION 27 DAWN DRIVE SOUTH W I N D S O R, C O N N E CTI C U T 6074 rJ`" For Existing Roof and Roof Attap ent Only AHJ : TOWN OF SOUTH WIN DSOR UTILITY: EVERSOURCE ENERGY ( FORMERLY CONNECTICUT LI' HT & POWER CO) -,�� ..<ICE Ns��:G;�,;.'' JOB NOTES SHEET INDEX 0 z w = th r ww N� PV SOLAR ARCHITECTURAL DRAWINGS F- u PVA-0 COVER SHEET Q U A PVA-1 ARRAYLAYOUT w p 3r w U f PVA-2 ARRAY LAYOUT zz O a -z w w PVA-3 ROOF I STRUCTURAL INFORMATION a 0 p a 2 V iMt lIUIYYIN• DWI vYrn x St)49Iti Vl"ihpY z PVA-4 ROOF 1 STRUCTURAL UPGRADE INFORMATION a F U a nya�t{tled that aria We+l and apecifteattops ate utM 0 w aoptw d ,H, ptopoaed WIWAS Of altwatloee to hM Z W O O l7 � awAas at J H X f\ 0 U So-at LIJ N Z z ��� Wft alpeodmonte slated M opp"06tba' and N (D Y = raw a� plan and I „gtee to eo 1 "jI a PV SOLAR STRUCTURAL DRAWINGS Y 64 p� �ad10MY apap r r 0 in �� owdaaal PVS-1 MOUNTING DETAILS CC O0 v W of Wa aw+M.NM aM �M Ua�a 40 a hy11dtN ui tlanwti� REVISIONS REV DESCRIPTION DATE DB CB in oppmw6 ifivatt0 aablen! w- NM IOt' b�d s bdffm" WOO fie I pia Qw vm PV SOLAR ELECTRICAL DRAWINGS arts M� }_.. PVE-1 ELECTRICAL SINGLE LINE DIAGRAM& OPPORTUNITY SPRI-CONNECTICUT G SPECIFICATIONS PROJECT RP-43664 (ZYf� PVE-2 ELECTRICAL CALCULATION DATE DRAWN 05-I0-2018 •IV�• � ; PVE-3 ELECTRICAL DATA&SPECIFICATIONS DRAWN BY ILECHUGA ' PVE-4 PLACARD/CONDUCTOR&OCPD SIZING TABLE DATE CHECKED OS-10-2018 PVE-5 STRING DIAGRAM CHECKED BY APATEL NTS SCALE LE Sr1EET PVA-0 LEGEND � u, aRs W W = C) � N ' o to v C, E JUNCTION BOX 'a 3 a T• € Z U v LU 0 O u1 1 D A iy CONDUIT a m o o LU cc N DRIVE Z o f �, u O i i -1 6 u u Ati • v a ..�..■ ,• , EXISTING SERVICE POINT U v °C " O $$ a EXISTING UTILITY METER """"• ' (E)GARAGE PROPERTY LINE -�� - TO ELECTRIC UYIUTY pUD NEW LOAD CENTER AC DISCONNECT • RppF l:if RODUlES For Existing Roof and PV LOCUS METER Roof Attacpnlent Only of CONNF��i� L /� 18"WIDE ACCESS PATH �� •J�yC.ZAc'y`c���i�i .EX P- (E)DETACHED STRUCTURE • 29678 /2O1.�(v F• G � O Z w U W �z ^ Lu N `° Y 1— U ►— U LLJ N CU a ' Lu Z >O > w Z 00. °C z LU Q om~ 0. =a Z OU O Z w0 p O Q .r V) J �X N D ►�� Q H - 3 ? \ Y Ne DOD 0 O NOTE: ov v to N 1. MINOR FIELD ADJUSTMENTS ALLOWED Q ui BASED ON ACTUAL SITE CONDITION AND MEASUREMENTS. REVISION S 2. LINE SIDE TAP REQUIRED. REr DESCRIPTION DATE Da co \ 3. ONE(1)LAYER OF COMP. ' CONTRACT MODULE &QUANTITY SPR X22 360 D AC(240)(15) INVERTER TYPE SPR-X22-360-D-AC(240)(15) AND QUANTITY OPPORNNITY SPRI•C)NNECIICR ROOF TYPE COMPOSITION PROJECT RP-43664 UTILITY ACCOUNT NUMBER: DATE DRAWN 05-I0-20Ie EVEROURCE ENERGY STORY 2-STORY DRAWN BY 3LECHUGA • HOME TYPE 5163-532-4007 SYSTEM DATE CHECKED Ds Io-zoI 0 ORIENTATION 191 CHECKED BY APATEL ROOF PITCH 4.5:12 SCALE I/32'.I•-O- SHEET CONSUMPTION TBD PVA-2 MONITORING LEGEND w \ DLu W o o Aw ' m N El JUNCTION BOX co 1 v O E a o O o N Z CONDUIT a o o M 0 a f 7 L� O S S 0 EXISTING SERVICE POINT v EXISTING UTILITY METER PROPERTY LINE / "{O NEW LOAD CENTER AC DISCONNECT / For Existing Roof and PV LOCUS METER Roof Attacp1pent Only �.0 uv� `of.....coNiyFc.,�� (E) GARAGE 18"WIDE ACCESS PATH •J�K•Zgc'SF��OG 08'WWAy 'r=XP. /2o1q;(V� TO ELECTRIC / UTILITY GRID o � i ^ a c� ^ W du tn P to $ IL O i:: F- ° Z Oa W Z W p / Q ~OF- p z U, =a z u � O a ° a Q w0 C) 0 o a .>.. Lu 35' 30 g O 4.512(21° NOTE: IY �v a / RO r; ;-','' 1. MINOR FIELD ADJUSTMENTS ALLOWED < Ln OF BASED ON ACTUAL SITE CONDITION AND 1 15 MODULES J MEASUREMENTS. REVISIONS 2. LINE SIDE TAP REQUIRED. REV DESCIUMON DATE DO CB 3. ONE(1) LAYER OF COMP. 1 50'-2 CONTRACTMODULE&Q SPR-X22-360-D-AC(240)(15) IN TYPE ITY SPR-X22 360-D AC(240)(15) ANDD QUANTITY ovvoannm SPRI•CONNECTICUT ROOF TYPE COMPOSITION PROJECT RP•43664 UTILITY ACCOUNT NUMBER: DATE DRAWN os•So m18 STORY EVEROURCE ENERGY 2-STORY DRAWN BY SLECHUGA • HOME TYPE / 5163.532-4007 SYSTEM DATE CHECKED 05-1a201e ORIENTATION 1910 CHECKED BY APATEL ROOF PITCH 4.$:12 SCALE SHEET CONSUMPTION TBD PVA-2 MONITORING FIG.A: MODULE PLACEMENT AND FRAMING DETAIL:ROOF 1 LEGEND EXISTING RAFTER ZVQ °ROOF ATTACHMENT o z m Z� °f u RAIL z W €z € g .. O 1 JB n a ° z u 31 ) CHIMNEY cn u ga 0 ROOF VENT VENT PIPE r -; -T 18"WIDE ACCESS M - - PATH 00 For Existing Roof and Roof Attacpipent Only 1� 1 / 1 i` I ♦ - - i ` ? i Ir y i ? ; ' ,! ,� ofcowNF'!h'. I ' XP~ /201 q. 0. FSS r j Q E W ( i 1 O C9 Z t0 2 N u u a a z >0 � z Q0 Z a ., 5 0 O aH z u a FIG.B: STRUCTURAL FRAMING DETAIL (NTS) FIG.C: STRUCTURAL UPGRADE NOTES Q wo Qp 0 o I FLASHING 'J 0 Q Z a Y L—FOOT W w Z N INVISIMOUNT RAIL 35, • SISTER 2" x 6" RAFTERS TO THE EXISTING RAFTERS TO WHICH �Y = c LL LAG BOLT THE RACKING SYSTEM IS ANCHORED, AND WHERE THE e o o 0 0 RAFTER SIZE AND SPACING: PV MODULE 1 11 W OR 2"76.0'® HORIZONTAL SPAN EXCEEDS 12 -10 < Ln 1: COMPOSITE SHINGLE ATTIC • THE RACKING SYSTEM IS REQUIRED TO BE STAGGERED. REVISIONS 1 LAYERS REV DESCRIPTION DATE DB I CB LEGEND VALUE �� OPPORTUNm SPRI-CDNNECTICUT A 12 PROJECT RP♦3664 B 142 DATE DRAWN EAPATEL C 10 DRAWN BY DATECHECKED A B C CHECKED BY EXTERNAL LOAD INTERNAL LOAD SCALE BEARING WALL BEARING WALL L:—E— I _4 SHEET PVA-3 ® m 8 Lu W O O ON A Z f m m / m N a o o UPGRADE NOTES: O o o N 1. CUT AND ADD(N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. C-- o o W p 2. FASTEN (N)SISTER TO(E) MEMBER W/SIMPSON SDW22300 WOOD SCREWS STAGGERED AT 16"O.C. Z cc a f - = '� ALONG SPAN AND(2)AT EACH END. IF WOOD SPLITTING IS SEEN OR HEARD, PRE-DRILL WITH A 3" - . � - a B 0 _ 0: DRILL BIT. u ; o ALT OPTION - FASTEN(N)SIDE MEMBER TO(E) RAFTER W/10d (0.131)x 3"NAILS AT 6"O.C. GEFROM ALONG SPAN AND (2)AT EACH END. O\gIPN 2 g" 3. SISTER ALL RAFTERS ON THE FRAMING MEMBERS INTO WHICH THE ARRAY IS LAGGED. �R\OGE EXISTING / 0 � RAFTER / 0 —% / For Existing Roof and SIMPSON SDW22300 WOOD SCREW / 0 - Roof Attacpment Only 0 _ �01 C ONN i�i�� O0 '�SpL\GE (N) 2x6 LAPPED SISTERS SEE TOP VIEW `�� o.K.ZA 0 �' 1N sVX G / EN/ �RL o. c. i2oi . / / �s S .��. </CENS�- - - - - - - - � `-- - - - - - - - — uj Z _ W a w V) f EXISTING CEILING JOIST Lnn a g ° EXISTING BEARING WALL U 9 w u a z J UJ W >° ' W zo Z Opa z w J A SIDE VIEW Q ° a 0 0.=a Z U _j a O p� Q W m J O Z SISTER RAFTER W o 0 0 0 .. = max „ o > G W OQ N ►z 0 3: z Ln Q sf v1 U. 00 Ln EXISTING REVISIONS RAFTER 4'-0"LAP SPLICE SIMPSON SDW REV DESCR1Pn0" DATE DB `B 22300 WOOD B TOP VIEW scREws OPPORTUNITY SP ARRAY 1 REINFORCEMENT DETAIL PROJECT M-�366�436" NECTICUT DATE DRAWN 05-10.2018 SCALE: N.T.S. r04 1 DRAWN BY )LECHUGA DATE CHECKED 05-10.2018 CHECKED BY APATEL SCALE NTS FIGURE A: ARRAY 1 REINFORCEMENT DETAIL :::I SHEET PVA-4 YID CWA W F m U) vl v o 44g4g 0 a a m m € IFAASIYOUNT RA'L PV MODULE PV MODULE 3 >< z � u oCI In In o F m z -, zILI tCp Q Q rr CI u 4► K < F � � _ _ 1 HEX CAP f� L FOOT SHINGLE ON TOP OF K O a FLASHING p .y U C U r @8 FLASHING COMPOSITION SHINGLES SHOE ASSEMBLY 5/16-X 4-S.S. LAG BOLT WITH 5/16'WASHER O CENTER REFER TO SUMMARY TABLE REFER TO SUMMARY TABLE 2 1 FOR MAIL SPAN AND CANT) F MAX SPAN AND CANR 2 1/2'MIN. EMBEDMENT INTO RAFTER. PRE-DRILL REQUIRED. (E)TRUSS OR RAFTER 21X4'TRUSS OR RAFTER (DOUGLAS FIR OR EQUAL) —I—— MOUNT RAILS (2)PER MOLXILE — — — — — - -x- 0.3'MIN I,-- := T =p f= TJ =t = n I FIGURE 3: INVISIMOUNT ROOF ATTACHMENT DETAILS @ TRUSS/ RAFTERS MIN MODULE� M1N51A01'"�RAIL For Existing Roof and ATTACHMENTS(T_ ' I ooacent Only (SEE FIGURE 2. 3 k 4) = MAX CANTILEVER MID CLA Rf Att MP V f?� C {� = END CLAMP PER SUMMARY TABLE �11II 1//fj,, J =L _ _ = L I= L FOOT �0 C 0 1V/y� ,r _ _ _ I _ AP END CC PV MODULE PV MODULE = —I-- 4-+ 4 — I I IN I I NI I I COMPOSITION SHINGLES NN INCIE ON TOP OF FIASWHG SHINGLE ON TOP OF FLASHING _ _ _ 1 I I I q I r ;EXP.� /201Q.- — — �— � � — —— � ' C�ENS ..`G���O�• ——F — JL — — —— -'�- 13/32'ROOF HEX CAP END CLAMP HEX CAP - - (3) 16d SINKER NAIL OR SHEATHING MINIMUM ,�2/11111111�,, TOE NAIL ON EACH END / (E)TRUSS OR RAFTER (3) 16d SINKER NAIL OR Q TOE NAIL ON EACH END Z W \ 'I S/18'X 4'S.S. LAG BOLT S/16'X 4'S.S. LAG BOLT (E)�S OR �� a ~U' v W I NOTE 4'XB'MT BLOCKING WITH S/16-WASHER O CENTER TYP. WITH 5/16 WASHER O CENTER TYP. J >-M WEIGHT OF INSTALLED ARRAY:3.5 PSF 0 • \• ONLY REQUIRED WHERE 2 1/2-MIN. EMBEDMENT INTO 2 1/2-MIN. EMBEDMENT INTO RAFTER. LL (n 10 QY ATTACHMENT POINT IS REQUIRED BLOCKING. PRE-DRILL REQUIRED. _ BETWEEN RAFTERS/TRUSSES IN PRE-DRILL REQUIRED. N Q c Q •STAGGER ATTACHMENTS WHEREVER POSSIBLE MID CLAMP CµTILLVORDERQtSHOWN MEET F7 MAX F" u a SUMMARY TABLE � U wo 3 LL, C � ., FIGURE 1 PLAN VIEW, TYPICAL ARRAY LAYOUT FIGURE 4: INVISIMOUNT ROOF ATTACHMENT DETAILS @ BLOCKED LOCATIONS z 0 a �2 z w �, p p a O 11 1 11 I I 1 11 \ a~ U a Z p Q DC Z wO p O O z _ _F— J OQ N Z O p E ce U) Ce Y Y OR 0 O Elf v (Al Q Lri REVISIONS REV DESCRIPTION DATE OB CB r r r r L LJ OPPORTUNITY SPRI•CONNECTICUT 14' 14- ft PROJECT RP-43664 �i�--�1 F'•--•'i-� DATE DRAWN 05-I0-2018 96 CELL MODULE 72 CELL MODULE DRAWN BY 1LECHUGA •INVISIMOUNT RAILS SHALL BE POSITIONED IN THE NON-CROSS HATCHED REGIONS DATE CHECKED 05.10.2018 CHECKED BY APATEL FIGURE 2: INVISIMOUNT MOUNTING CLAMP POSITIONING DETAILS SCALE NTS SHEET PVS-1 0 Cie In = EEB I v In FIGURE A: SINGLE LINE DIAGRAM-5.40 kWAC w N a o c r I � a In w $ � 3 a a g NOTE: z u c wm UTILITY ACCOUNT NUMBER: BELOW ARE OPTIONAL OFFERINGS AND SHALL O O o v+ '^ • EVERSOURCE ENERGY ONLY BE INSTALLED IF THE HOMEOWNER SIGNS .. O _ z 5163-532-4007 A SPECIFIC CONTRACT WITH SUNPOWER. a w O u • SUNPOWER MONITORING SYSTEM ce a f .. _ 0 = _ J 8 Alcc A 8 V) U " °` SUNPOWER MODULES JUNCTION BOX, (N)SOLAR LOAD CENTER INCOMING SOURCE FEED I SPR-X22-360-D-AC(240) NEMA-3R, 100A MIN.,120/240V, HOFFMAN Al2R106 M.L.O,NEMA-311 (E)MAIN SERVICE PANEL ROOFTOP OR EQUIVALENT LOCATION:OUTSIDE(NEAR METER) MANUF:BRYANT ARRAY WIRING A 100A,120/240V,1PH,3W ( LOCATION: B LOCATION:BASEMENT LEFT EXTERIOR WALL (E)UTILITY MLO� E F ( BI DIRECTIONAL I LINE SIDE TAP AC Branch MODULES #1 ILSCO KUP-L-TAP 88-345-659 6 AC MODULES 20P IPC-4/0-6 LLOCATED NEXT TO AC Branch Circuit#2 20A 2P 15A,2P I MSP WITHIN 10' I I I ( I 9 AC MODULES r\ �� FROM THIS TAP !i a ® 100Ag2P -METER TO BE L PROVIDED BY TO EXISTING I I 1 SUNPOWER F �25 A LOADS ���� I I I �I I tom- L - J- L - IEXISTING C GROUND I_ PVSSX CT'S �CATSe Ag ETHERNET UTILITY-LOCKABLE SAFETY SWITCH 30A,240VAC UTILITY-LOCKABLE SAFETY SWITCH 60A,240VAC CONNECTION TO CUTLER-HAMMER DG221URB OR EQUIVALENT CUTLER-HAMMER DG222NGB OR EQUIVALENT DSL/CABLE MODEM LOCATED OUTSIDE LOCATED INSIDE WITH VISIBLE KNIFE BLADES WITH VISIBLE KNIFE BLADES O BRANCH CIRCUIT SUMMARY D = ~ U BRANCH# ROOF LOCATION W U)H Q Y 1 ROOF 1 N F-oC U ¢' 2 ROOF 1 6 � W O� > g Z O 4 - Z O a a Z UJI 5 - =0. Z U JJ — O aj z: QL9 � TAG DESCRIPTION CONDUCTOR/CONDUIT SCHEDULE Q W O O U) O d ELECTRICAL NOTES = X N o -_j U) Q SOLAR AC MODULE/BRANCH ACM DESCRIPTION& CONDUCTOR SIZE NUMBER OF CONDUIT/CABLE TYPE CONDUIT SIZE W J 0 Q Z 06.6 TAG z—DC/DC CONVERTERS NO CONDUCTOR TYPE (AWG) CONDUCTORS F- © 1. PROPER LISTING EXPECTED FOR CONDITIONS OF USE ON ALL LUGS,FITTINGS,CRIMPS,ETC. L9 3 y SUNPOWER PROVIDED AC MODULES EXTENSION 2. ALL CONDUIT BEND RADII TO CONFORM TO THE NEC MINIMUM BEND RADII REQUIREMENTS. X G © SOURCE CIRCUIT JUNCTION BOX YES #12 2 g CABLE,LISTED TYPE-ER,PER 3.MINIMUM CLEARANCE SHALL BE MAINTAINED PER NEC FOR ALL NEW EQUIPMENTS TO BE INSTALLED. Q4 SEPARATE DC DISCONNECT NO WITH EGC #12 1 BRANCH CIRCUIT 4.EXISTING GROUNDING ELECTRODE SYSTEM MUST MEET NEC AND LOCAL UTILITY REQUIREMENTS. y Y O V)W 8 INTERNAL INVERTER DC DISCONNECT NO THWN-2 #10 4 5.COPPER CONDUCTORS SHALL BE USED UNLESS SPECIFIED. inD� 6.TYPE NM(ROMEX)CONDUCTORS ARE ALLOWED FOR INTERNAL AND ATTIC RUNS AND SHALL BE INSTALLED MEETING NEC REQUIREMENTS. Q ® STRING INVERTER NO EGC:THWN-2 #10 1 EMT 3/4" 7, IF MAIN SERVICE PANEL IS TO BE UPGRADED,IT WILL BE PERMITTED AND INSTALLED BY 3RD PARTY. 8 8.AC WIRING SHALL UPSIZE IF VOLTAGE DROP EXCEEDS 2%. REVISIONS SOLAR LOAD CENTER YES THWN #14 3 9.RUN CONDUCTORS IN EXISTING CONDUIT WHEN AVAILABLE PROVIDED IT HAS NO OTHER CONDUCTORS RUNNING THROUGH IT. ® © EMT 1/2" 10.EQUIVALENT SPECIFICATION ON CABLES AND ELECTRICAL EQUIPMENT SPECIFIED ARE ACCEPTABLE. REv DESCRIVRDN DATE DS CB PV PRODUCTION METER YES EGC:THWN #14 1 11.AS DC POWER IS INTERNAL TO THE MODULE,GROUNDING ELECTRODE CONDUCTOR(GEC)FOR THE MODULE OR ARRAY IS NOT REQUIRED. ® SEPARATE AC DISCONNECT YES 0 AWG TWISTED PAIR #22 2 EMT 1/2" CHECK BOX FOR WHETHER SYSTEM IS GROUNDED OR UNGROUNDED: THWN-2 #30 3 ❑ GROUNDED(INCLUDE GEC) EMT 3/4" oPPORtuNm SPRI-CONNECnCUT 3( UNGROUNDED EGC:THWN-2 #10 1 FOR UNGROUNDED SYSTEMS: PROJECT R1143664 • DC OCPD DISCONNECT BOTH CONDUCTORS OF EACH THWN-2 #6 3 SOURCE CIRCUIT. EGC:THWN-2 #10 1 EMT 3/4" DATE DRAWN 05-10.2018 • UNGROUNDED CONDUCTORS MUST BE IDENTIFIED PER DRAWN BY 3LE0+uw 210.5(C).WHITE FINISHED CONDUCTORS ARE NOT PERMITTED. DATE CHECKED 05.10.2018 CHECKED BY APATEL SCALE NTS $MEET PVE-1 � '" �B ELECTRICAL CALCULATIONS `W a o o g 0, 55 0 3a � � L � 2 U W i6 =) o m tn f� m Z Z a W Z C O x x a -- V a a ^ O U v J u a „ a ROOF 1CT BOX TO SUB-PANEL WIRING-BRANCH 1 #10 ROOF JCT BOX TO SUB-PANEL WIRING-BRANCH 2 #10 SUB-PANEL TO GRID-TIE WIRING #10 NUMBER OF MODULES PER BRANCH CIRCUIT 6 NUMBER OF MODULES PER BRANCH CIRCUIT 9 VOLTAGE 240 V VOLTAGE 240 V VOLTAGE 240 V SUM OF BRANCHES: IOUT TOTAL= 19.95 A BRANCH CURRENT: IOUT= 7.98 A BRANCH CURRENT: IOUT= 11.97 A MINIMUM WIRE AMPACITY:IMAX=IOUT-TOTAL x 24.94 A MINIMUM WIRE AMPACITY:[MAX=TOUT x 1.25 9.98 A MINIMUM WIRE AMPACITY:IMAX=IAC_OUT x 1.25 14.96 A 1.25 CONDUCTOR DE-RATING CONDUCTOR DE-RATING CONDUCTOR DE-RATING MAXIMUM AMBIENT TEMPERATURE 35°C MAXIMUM AMBIENT TEMPERATURE 35°C MAXIMUM AMBIENT TEMPERATURE 35°C TEMPERATURE ADDER 22`C TEMPERATURE ADDER 22•C TEMPERATURE USED FOR AMPACITY DE-RATING 35°C TEMPERATURE USED FOR AMPACITY DE-RATING 57'C TEMPERATURE USED FOR AMPACITY DE-RATING 57`C TEMPERATURE DE-RATING COEFFICIENT 0.96 TEMPERATURE DE-RATING COEFFICIENT 0.82 TEMPERATURE DE-RATING COEFFICIENT 0.82 FILL DE-RATING COEFFICIENT 1.0 FILL DE-RATING COEFFICIENT 0.8 FILL DE-RATING COEFFICIENT 0.8 IWIRE_MIN=IOUT/TEMP—COEFF/FILL—COEFF 20.78 A IWIRE MIN=IOUT/TEMP COEFF/FILL COEFF 12.16 A IWIRE MIN=IOUT/TEMP COEFF/FILL COEFF 18.25 A WIRE SIZE AMPACITY=MAX OF([max OR 24.94 A — — — — Iwire_min) WIRE SIZE AMPACITY=MAX OF(Imax OR Iwire—min) 12.16 A WIRE SIZE AMPACITY=MAX OF(Imax OR Iwire_min) 18.25 A WIRE SIZE SELECTED BASED ON AMPACITY #10 WIRE SIZE SELECTED BASED ON AMPACITY #10 WIRE SIZE SELECTED BASED ON AMPACITY #10 AMPACITY AT TERMINATION(>WIRE SIZE AMPACITY AT TERMINATION(>WIRE SIZE AMPACITY) 35A AMPACITY AT TERMINATION(>WIRE SIZE AMPACITY) 35A AMPACITY) 35A CONDUCTOR SIZE PER NEC #10 CONDUCTOR SIZE PER NEC #10 CONDUCTOR SIZE PER NEC #10 CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP #10 CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP #10 CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP #10 VOLTAGE DROP AT 95 FT DISTANCE 0.78% VOLTAGE DROP AT 95 FT DISTANCE 1.17% VOLTAGE DROP AT 10 FT DISTANCE 1.17% Z w OVERCURRENT PROTECTION 20A,2P OVERCURRENT PROTECTION 20A,2P OVERCURRENT PROTECTION 25A,2P J In- c Lu MINIMUM OCPD=IOUT x 1.25 9.98 A MINIMUM OCPD=IOUT x 1.25 14.96 A MINIMUM OCPD=IOUT x 1.25 24.94 A W-F u Fes- NEXT LARGER OCPD SIZE 20 A NEXT LARGER OCPD SIZE 20A NEXT LARGER OCPD SIZE 25 A Q Ha u 0. O Woo ; G � g Q pa Z w U 5 O OCL =a Z tU .-1 U O Z w 0 cl 0 V Q r ^ InLu .. 0Q N Z 0 I— 3 J VI �` � T W .he F Y Y DD O 0 Lo IT v to REVISIONS REV DESCRIPTION DATE DB CB OPPORTUNITY SPRI-CONNECTICUT PROTECT RP-43664 DATE DRAWN 05-10-2018 DRAWN BY )LECHUGA DATE CHECKED 05-10-2018 CHECKED BY APATEL SCALE NTS SHEET PVE-2 to m 6 a w w p p, S r m o m x• ELECTRICAL DATA &SPECIFICATIONS in a o m 3 a a z3 u z � o PHOTOVOLTAIC c m z ^ w O o in RAPIDWITH SHUTDOWN Z w a f O = 2 $ n U Q O PHOTOVOLTAIC • • a uSIGNAGE LOCATIONS: INTERCONNECTION •MMd SERVICE PANEL (n WARNING: DUAL POWER • • SECONDPHOTOVOLTAIC RATEDSYSTEM MAXIMUM AC• 19.95 AANIPS MAXIMUM OPERATING ACVOLTAGE: 240 VVOLTS PV SOLAR •• NOT RELOCATE SIGNAGE LOCATIONS OVERCURRENT DEVICE •MAIN SERVICE PANEL •INDOOR/OUTDOOR SUB PANEL SIGNAGE LOCATIONS: •MAIN SERVICE PANEL •NEW INDOOR/OUTDOOR LOAD CENTER •INDOOR/OUTDOOR SUB PANEL PHOTOVOLTAIC AC DISCONNECT RATED AC• 19.95 A AMPS NOMINAL• 240 Vrus SIGNAGE LOCATIONS: • INDOOR/OUTDOOR AC DISCONNECT Z W = F-O v w to Lu vri� � a O (n U W � V Q Q QC u Qa U U O� U ~ w w u > w � Z OOa �2 Z n a Q ~p F- p Z a Ln S a Z Ou -j 06 SIGNAGE NOTES Z p= a a _ ~ w0 p O p = HX ^ Q > p 1. MATERIAL USED FOR THE SIGNAGE SHALL BE REFLECTIVE, J p Q N ? p Q WEATHER RESISTANT AND SUITABLE FOR THE F- U ENVIRONMENT. Q Y g U 00 2. ALL SIGNAGE SHALL HAVE ALL CAPITAL LETTERS WITH Y Yo O0 O) w MINIMUM 3g" LETTER HEIGHT, WHITE ON RED BACKGROUND. Q z 3. MAIN SERVICE DISCONNECT MARKING SHALL BE PLACED R E V I S I O N S ADJACENT TO MAIN SERVICE DISCONNECT IN A LOCATION REV DESCRIPTION DATE 1)131 CB CLEARLY VISIBLE FROM THE LOCATION WHERE THE LEVER IS OPERATED. 4. MARKING IS REQUIRED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES TO ALERT THE FIRE SERVICE TO OPPORTUNITY SPRI.CONNECTICUT AVOID CUTTING THEM. MARKINGS SHALL BE PLACED EVERY PROJECT RP-43664 10', AT TURNS AND ABOVE AND/OR BELOW PENETRATIONS, AND AT ALL DC COMBINER AND JUNCTION BOXES. DATE DRAWN 05-I0-20I0 DRAWN BY JLECHUGA 5. DO NOT USE SCREWS FOR SIGNAGE ATTACHMENT. USE DATE CHECKED 05-10-20I8 ONLY APPROVED ADHESIVE. CHECKED BY APAML SCALE NTS _HEFT PVE-3 PLACARD SIGNAGE CONDUCTOR &OCPD SIZING TABLE Ln Conductor & OCP Sizing Based on 50°C(920°F) Modulesof AC ©1 4 5 6 7 4 9 14 AWG 14 AWG 11 AWG 11 AW'G 14 AWG 14 AWG 14 AWG 14 AWG 1t AWG 12 AW; 12 AWG 12 AWG 75 15A 15A 15A 15A 15A 15A 15A 15A 1SA 20A 20A 27A 14 AWG 14 AWG 14 AWG 11 AWG 14 AWG 14 AWG 14 AWG 14 AWG /4 AWG 12 AWG 72 AWG 12 AWG •� i5A 15A 15A 15A 1SA 15A 15A 1SA 1SA 20A 20A 20A 14 AWG 14 AWG 14 AWG II AN'G 14 AWG 14 AWG 12 AWG 72 AWG 72 AWG tOAWS 10 AWG 10 AWG ISA 15A 15A iSA ISA 15A 15A 15A 15A ZOA 204 20A ®14 AWG 74 AWG 14 AWG UAKG 12 AWG 12 AWG 12 AWG 10 AWG 10 AWG tOAWu 10 AWG 70 AWG 11 tSA ISA 15A 15A 1SA 75A 15A 1SA 1SA 70A JOA T]A CA TION ®115Ac 115AG i15AG 115AG 115AG t15A 115AG tOSAG 1tSAG 620A b20AG b2DAG ®i iSAG 145QG 145AG 125A'G 105AG 105WG 115AG 105AG B SAG 620A b200. b27 AG POWER TO THIS BUILDING • • io 14 AWG 14 AN'G 12 AWG 12 AKG 10 AWG t0 AWG 10 AWG B pWG b AWG B AN AWG 6AWG . 15A i5A 1SA 15A 15A 15A 15A 15A tSA :��;2GA 20A SUPPLIED P , FROM • FOLLOWING 14 AWG 14 ANG 12 AWG 10 AKG 10 AWG tOAWG BAWL BAWG BAWG _�fAWG 6AWG 15A IS:. iSA 1SA 15A 1SA 15A iSA 1SA �� 20A 20A SOURCES DISCONNECT(S) Conductor & OCP Sizing Based on 60°C(140°F) Modulesof AC 0 345000MAIN om0® SERVICE 14 AWG 14 AWG 114WG 14 AWG 16 AWG 14AWG 14 AWG t44WG 1/AWG 12 AWG 12 AWG 12 AW6 15A 15A 1SA 15A 15A 15A 15A 1SA 1SA 20A 20A 20A PANEL ®14 AWG 14 AWG 1l AWG 14 AKG 14 AWG 14AWG 14 AWG 14 AWG 14 AWG 12 AW'a 12 AWG 12 AWG •� ISA 15A 15A 15A 15A 15A 15A 15A 15A 20A 20A 2]A METERUTILITY 14AWG 14AWG 14AWG 11AKG 14AWG 14AWG 12AWG 12AWG 12AWG 10AW5 tOAWG 104WG .. Al- 15A 15A i5A 15A t5A 15A 15A 15A tSA 20A 20A 2]A . • ••A 14 AWG 14 AWG 14 AWG 14 ANG 12 AWG 12 AWG 12 AWG 10 AWG 10 AWG 10 AWS 10 AWG BAWG 11 • 1SA iSA 1SA 1SA ISA 1SA 1SA 1SA 7SA 2UA LVA 2JA '� . LOCUS ®U AWC 14 AWG 14 AWG 12 AWG 12 AWG 10 AWG 10 AWG 10 AWG 10 AWG 0 AWG •AWG b AWC E! tLA IGA 1GA ILA 15A 15A 1GA 1GA 7GA 20A 20A 2]A ► • . • A . 14 LWf• 14 ANC 14 AWC. 1T AWC. 1p pWG 10 AWfi 70 AWG A AWG 4 AWG A AWfi R AWf. A AWf. ® CENTER • LU •i5A 15A 15A 15A 15A 15A 15A 1SA 1SA 2DA 20A 27A _ 14 AWG 14 AW'G 12 AWG 12 AW'G 10 AWG tOAWG BAWG BAWG bAWG BAWD 6AWG 6AWG • • • • 15A 15A 15A 15A 15A 15A 75A iSA 15A 20A 20A 27A 00 14 AWG 14 AWG 12 AWG lOAK'G 10 AWG BAWG BAWG BAWG BAWG GAWG 6AWG 6AWG 15A i5A 15A 15A 15A 15A 15A 15A 1SA 20A 20A 20A ARRAY ON • • • • • • • • • AC MDdule Nominal Output voltage 240 Votts length andttw number of module,inthQ Circuit. < • • �xf • • Specified Max.Voltage Drop 0-box to P01) 1.5% siz,".as shown here� 27 DAWN DRIVE C� Cq. Lr) Conductor Size- 10AW" 14AWGMinimum . 20A • 12 AWG REV DESCRIPTION DATE mm 10AWG _ I S AWG _.■ Document 0518101 _�� h h � O ` l M I � r � v 1 � r � � r � 3 � r � r , O } '+ f•a r ' r , c 1� N N I-A ACD N-LC M PV ACID) O 0 l Ol Lrl N W N W Do o �in o w m p -< r- l , ry r- c rn l � mcm D ` rn1c Z p C) Z n — p mN MZa"� l v G r Z m lm DID C r- = r' n n 1p Ic m1 a m r D 0 IG� C X D n wm I to O n Im m In 1 •� Z T� 1 m a 1 3 D o0 3 D t7 n I Rt I r I� O m .. 1 m l m 1 P' (/) I � ' 1 I 1 I 1 � I I � P o a MARK CASTELHANO/ANNE CASTELHANO S U N P O W E R" 5.40 kW GRID TIED PHOTOVOLTAIC SYSTEM 4.80 kW MAX. OUTPUT POWER RATING CORPORATION SYSTEMS c 27 DAWN DRIVE 1414 HARBOUR WAY SOUTH C a RICHMOND, CA 94804 SOUTH WINDSOR, CONNECTICUT 6074 (s 1 0) 5 4 0-0 s s 0 N o z CA LICENSE •890895 g m m SOLAR INDIVIDUAL PERMIT PACKAGE o n.so¢�rertmrtuenro,.ierw,riwaaunw��„�. STRING DIAGRAM a .asonEq crnvaunw n mucnr rwemoe,. _ W , O d CA I�r6- -- _ 11�;11fi .• ,,`•,�yl� ,rf l� Sl• 1 `t�lr�l^ „I 4 )tr'l^� t II 1 )•'I {^ 'Ij�l '. 'y z ? u o w €SIN th �� i �� tl I �cc���f f`4q ` � i ,� rl�- M•i����� a u_ < s • • , i� AC Residential Module Series SunPowOIL' ', ,��� *I,•� � I �+- ,�,� 7 f �1 ••-'-nr� �•'r •`Y _ •"4. ,•`� 9/� I.. ` r �I r� ', )(I IJ 'rll�l IEEE 1547a 20143r4.+i `. SRD Profile (default settings) CA Rule 213 `,r�. ;:; �s;�`. , _ ,�,., - - •� L.l• s min./nom. max. \ ,jr min./nom./max. K = a Frequency(Hz) 59.5/60.0/60.5 58.5/60.0/60.5fI .+ Power Factor _ 0.99/1.00/1.00 0.85lead. /1..00 f0.85il Reactive Power Volt-VAr ®240 V 211.2/240/264 V �' voltage �r� � _ �, 208 V 183/208/22&8 V s I jj @240 V 1.33 A f�i l}f�i I •I, n Max Current @208 V 1.54A .!n�1. •�� ff �, DC/AC CEC Conversion Efficiency @208 V 9955.% Y I I 1' y I{ 'I @240 V 12(Single phase) , . ii 1 q,1 l tl � h`- r t• SL l t r r�l 1:" .. .. f r Max Units Per 20 A Branch Circuit 0208 V 10(two pole)wye Power— — 320 W,320 VA �- 135 No active phase balancing for 3 Installations 1' ) y�.I f I 1 `i `i i y', V I. "`i'-AC' %R-JQ2-3600-AC Warranties 25•ylear limited power warranty Nominal Power'( 360 W 25 ar limited product warranty ( i I j +I Y 'I � I l h 11 t t , 9 I j Y` f ( l 11 ). Power Tolerance +5/-09b UL listed to UL 1741 SA ilr ��'�r^. �s 1'• I Avg.Panel EfBciencys 22.2% SRDs:IEEE 1547-2003,IEEE 1547a-2014,CA s d _ Temp.Coef.(Power) -0.2996/0 C —-- --- Rule 21 Phase 1 d' ) t II �+' �, '. ,�'y e in •Three bypass diodes PV Rapid Shutdown Equipment I I��v I )Y Tolerance IRA module-level m 'mum power point Shade Integratedaw pow po •Equipment Grounding =1 r�'�,, � °t �;• �'••'� � � �- �- Y� � ,•.E- � w tracking UL 6703,UL 9703 Connectors and cables IF., (Ioad break disconnection) I.JILC UL 1741 AC Module(Type 2 fire rating) Operatng Temp. -40 F to+185 F(-40°C to+85•C) Certifications Enables Installation In accordance with: #Or USe Max.Ambient Temp. 122a F 50aNEC - "� ^�'• •' ✓r- r r Max.Load Wind:62 psf,3000 Pa,305 kg/rrP front&back •NEC 690.12 Rapid Shutdown(inside and I IT r 1 i , p 1 � � I •`� I L Snow:125 ,6000 Pa,611 ml front - - + outside the array) d f 'B�L H� J� �T: Impact Resistance 1 Inch 25 mm diameter ll at 52 mph 23 m/s - `>act esista e ( ) ha ( ) NEC 690.15 AC Connectors,690.33(A)-(Ex1) r KC and ICES 003 Class B r f}I� j - � l��yT When used with InvislMount racking(UL 2703): ,t�� �.�:, I 1 i � Solar Cells 96 Mon (line Maxeon Gen III a .- •Integrated grounding and bonding ,f _ r l t�• r �- l.. Front Glass High-transmission tempered glass with anti- -Class A fire rated reflective coating Environmental Ratl Outdoor rated PID Test Potential-induced degradation l', �;°,�' 4�a._ by a t � V', ( e'�-til ,I Frame Class 1 black anodized(highest AA MA rating) zH)o mm - ; Weight45.5 Ibs(20.6 El 1.021n -<K`" n `' . �` r' 1 Recommended Max, Module5 1.3in.(33mm) t� �w� � _ \ ..�-.t./( _ /•'� \Y+ ^�r--.sf�`.`�¢ 'fthest or oxr 3,200>J tol,s Aar panels.Photon Module Survey.Feb 2014 143.•Ind a �i - `a.- -, .^ ,, •,r' 7' 1' + ,-•y r1 rank w'PV Molule burab4sy 401A ve PubkC Rapan:'F•aurhofe,CSE.Feb 2013 P e ms.�ttw 1 Cat]Ind K �r, `v r ( a "Lit top""targe-A mamfatturers were tested.Campeau.L el at-SY*c;wer Wmdtde De radatxn Rate." 3o mm I J I 11 I ,,.iII r1I�( I '1 ••f \1 �I �I I) 4;I �'I IIF�1{- .• ►✓•, JI 1 /� S,u1Pow.r wit•paper.Feb 2011 See www sunpower corwfaeu for petals. v/ I�i ,--, L s, 1-•�1 I ,,lr ! �� C`"•--7_�r�i`� Factory set to I We 2014 defaux sedings.CA Rule 21 der"semrpts profile set during torwr%s10l, See ltleE rlr,tu nlsrnlru r,rr Guade asrB too for mdre Infol"Im K.m• .•` r - - +• r .•"T _ ., --+, .�- mb rn sse mR $••war vvr. s 1 {_ " ". (� '._ f �3 5t )f>>- tr u.� J' t�' ~!! >'t l REVISION S "StarJard Tt•St Ca,dnblls 1 WmP Rr ree,AM 15.25•C}NREt ralt,ratan;tandard�S[N,1S L O I r �I J 1 rr,r ttomt LACCS Fit and vdl NI DC volt$ Is ful Cortadned w 0Vn the module- ''II� aev oESCRIvnoN oatF oe ce '-Rased on aver of measured po'w W1ues dunng production. Please read the safety and Ingallatan instruabns for details. N,s,b Itw rnt.—Tyra 2 r•� '• '•l``t; ,r ` '!• - nl. �-•a ;,4,2• "" t" r For rt1orB dBdlrr Bea amended dBrarteet MwwjurywwraorNdtl�. Donxnent y 518986 Rev a vttR,us rF c.:�•-,~ gWiMr�rmr is ate« r� r,�, I ', • I_. ._ , -✓. �, _ �.� ovPoanaNln WER �..�•" ��-s �.!• aY \_.( 1�.../• ,.r..r.' >•....-c" '?�.. PRWECT DATE DRAWN DRAWN By DATE CHECKED CHECKED BY PV MODULE SPECIFICATION SHEET AC MODULE COMPLIANCE LETTER SC,tE 5„rET ,n b_0 LLJ 0 in 0 n r 0 6 k • O llp- fl r 0 z z CO WN G .,r ul RTI-F MAT Ej`0 F" 'OF 0 0_CE WrA . 'UC AT Ej' -'CO M ' 'LIANCE- 'GEj 0 SA ax m n _j 11 T'ill "In , � 1 11 Certificate fl . � I --," z rt1iil6ife'N'uniWd �,20161112-�4�,ilii cc 0 U E479127-Z C-47912 -por Repo 72-0 "I I - .tRpfer�q6p, 916 , us 94te, -.1 2.016 Q I VF B sue t 2Q,6-Nqyr14I3ER-1?' I '7� siamp,ijes Of th�ell� dci S�.PcTlj "rt.,f fct, V;� 6 t6_1 'I' SVN1. to L !quirerrpFnts L L a rdin4 td the' Iss-6,a �Ths:is'fo 66�i� J -77 910 RPB s STJOSE -05134-1859. .1 _L -1 ri�"Y-6��644,lutijily e;Wr'b-InVe r�'y`o�e L�- t 10-the',po-2 V�� is ."e'bf the-all wdd Y&TC 17V r;6:x)���.n o options in en'blaturoisectibribelol 6A`r` 'TERS AN e -Jbis is to cerl:lfy that, COMPONEINT-STATIG 1,C(5NVF_RTERS ir�(itfrc;hi 6single d' I INVER -0 DENT P, WER IS STEM vehe(is Provided with.twj ormer_6taiio�epn*6 V 1 '�;;riisent�lvo Ft6RUS'E jtl:F;�N' - ! - 'TAIC-RAPID COIVIPONENT��_PHOTOVOLI _iI4UTDl The_*T� u rmentw#4 tinp: -EQUIP wte�is e&Ei-yki�tpctis-PV 1360id Shut" I'and line kAG Output YSTEM &4ENT 6n ' 4)�bnilrwdtlh6Ad' I d 0 e lc�riitroll6d 666du uaji6 i',conductors �valuated is I* 1piors! breaker or r isconnect.devlk.�e - y % S�"ddenduR.Pa I_ �__![.,'66�ducliirs 6 '11 oth6 V 1­7 d b L Have eenjn�eifigatl6 L i acoo ancii�kh' he, `. . .. ....... 61r�d'oq_ S J•� Standard 16di Pat0l'-. A 71� 14fetyi e eA uhi. age """'S dderi& IL "AI). . , -1 -- � 7"t n , . yI 'a rAdd at on: .'See tfi�-�0646e C*'Irltifl clobs irocto t I 1A ry,, , �'[ j fio,-�www.Ul.00m1dai6 dftildi�al Inf6r n i 4 k •basef6r ad -ma N, L_.A, ,'Additional I ffn I r 1J, !j -a ng 06 y thoi.0:p�,Qcts bL eirtlfic on ma� to h ' �Lc Certification k4hO�i be consia re as rig�o Fr d.byUL'i" I]� L -UpSdMce.,:* N- Certiffication and Follow-Up Ul��o6oqnl?:6d Co ar.n1da*r I e'4jdentif m� 466tai4l I o rng�no4i'Ma���61n LI oraill�'�olriSiss 1 -1 . - - \'— --' .1 . .. . I . -, — L `.-.number,,rhodetnUrhberor ether prqdL#dosignatioria-sspeckiedii�de'r*M"ar't�rto*-Io"r;ttie�6�ioviar---'. the appri: entar .�---�.-Re-cogniton'as-o'ubli�W,'n iprl&e_ULDiec1j?ry.-.',,- -,�YpOem­' ymeansbti entd)nng e on prod ced d Li 0 'd'Recc�nii6dCbr*nen'tMa'qde� �L rk,- t�' ,Cpmpon�nt 1cogniggg PrNr - , Component , " , . arn,, L t4 - 0, �av' beer] R ,'v1'm'ay belm4d ih con unction with the required kecogniied_NtAr�s. Tf 6 f.Zim' �grOzed'6mf��bnj Mark is" I Y, preceding t h recognitions_ b der'Mar--'kihgi*fbr�thb'ndlv[dLial�required when specified 16 the Ul: �.re"nitio n he�ognitio • ypr".'���Wei4e'rsj 66niroll�'l is'ano 4 nekc�ri�;�je,� tiiiii i f1s. L 4uiprt nlor�, rpo, featurei or restriO6 i n s j I A-e'c'o-g"niz'i�.d dird incomplete in certain con' Dih�ributo' ' orgy R r!n nl�q A' strocti nal d 6 Porto eio4rC6 capabilities liirid.ota intended for use as`oomooniq!,s. compl ete li�oqiprrient ipb6itted for.Investigation rather U . 7 , 0 thtgr.y ect eparate l9sU . i , ',yf) ins �tp -?i, ,1 11 aic,�apijSrdowri� uIpme e nt 9 qenjis�ddFer ir -0 31.I t,i,on 19 the filpid,�Ttio Pn4l*a pt ric 0 .)jpon 67f Y rkiedtOUL Ci V. ationi�nii 64i'd c6mplet%I L A dSA 2iiko.- 07. -0.,General ise Powef Sup to I., k for the bl�Cbrtiicat6n Mark on the ffod Uct, V, V REVISIONS v REV DESCRIPTION DATE LB C11 Unda-Wilft'imork. "Hkh" I. IL L� U1 ti 11 , —.!.,-.') I ,I I I . , i)"I ILL 4, I L j v -7-7 0- L _V. OPPORTUNITY age 2 • L L Of 2 PROJECT L DATE DRAWN DRAWN BY DATE CHECKED CERTIFICATE OF COMPLIANCE RAPID SHUTDOWN CERTIFICATE OF COMPLIANCE RAPID SHUTDOWN CHECKED BY SCALE SHEET Electric # APPLICATION FOR BUILDING PERMIT Plumbing# a HVAC# J y c) Date: Sprinkler# 4GtU Estimated Cost $�� FINAL APPROVALS Permit Fee $ Building _ COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERE SI DE Appr.forCO. Total Fee $ � TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: y , Applicant WeA _ D Location of Work g_ Lot No. Applicant's Address 540 110e%4 l-al I/C,d Tel # Town W/ Zip 06/// Lic.#_yi C. oby S8�a Owner/1 Cis f�f�_wsZ _ Architect Owner's Address 027 y-kVN Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit Rwide,&Wial AtOot/► iop moymied S01/39 , /5 fg0du i City Water J Well 'J Septic System J Sewer _] Ins: HO SP Area Basement Garage Approved by .t Date Z-• 19- Use Group Construction Type 0aolgo0sg7 Revised 1108 r ' I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of , South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/06/22 Printed by Middleton, Morgan 09 07 06 INSPECTION: 105328 FINAL PERMIT: STATUS: APPLICATION: 201800889 LOC: 27 DAWN DRIVE SOUTH WINDSOR PROPERTY ID: 26400027 OWNER: CASTELHANO MARK & ANNE CONTRACTOR: REQUEST BY: PROJ DESC: INSTALL 15 MODULE ROOF TOP SOLAR SYSTEM WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 07/24/18 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 07/24/18 DOUG PASS E010 ELECTRIC FINAL Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 27 Dawn Drive HVAC# I Date: Z S 1 Sprinkler# 12000047 Estimated Cost $ Z FINAL AP ALS Permit Fee $ 1 Building COMPLETE RED BOXED AREAS Occupancy Fee $ Afgtn TYPE OR PRINT ONLY Eng. Insp. Fee $ I sn rg _ ► SIGN ON REVERSE SIDE / Total Fee $ 23�f9 q TO THEFDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The and igned hereby applies to do work according to the following: Applicant P V, k o� r\Cx)%A)5 l�Location of Work 2-1 0 RW h C) Lot No. Applicant's Address `I57_ 54 V Pr Se ST Tel # %0- loZ2- 11-7 3 Town S O U'TLAr%n c 'Tzvs CT Zip o&4 g 9 Lic.# Co I z R?O Owner cAsT@ t— R Ano MAV-K Architect Owner's Address 2-1 W r b C- Architect's Address 5Q. w\n owy- CC''C Zip ot-^�ll-4 Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit ZZ City Water❑ Well ❑ Septic System ❑ Sewer❑ o2o1 a ooc;F,I Ins: HO �P -� Area Basement Garage Approved by p� Date 2. Use Group Construction Type R"Wd 1106 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 t proper distan from all street lines,side yard lines,and required distances from all other zones and is located in which t b ding and s e is allowed. Signed I hereby apply for a Certificate of O upancy for the ork described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS • • • • PK Windows LLC 952 Savage Street Southington, CT 06489 Phone# 86o 628-1173 Submitted To: HIC# 61297o Mark Castelhano Proposal 27 Dawn Dr Date: 1/22/2012 So. Windsor, CT 06074 Estimate#: 11365 Phone: 860-995-7514 Cell We hereby propose to fum' h all the materials and perform all the labor necessary for the completion of the following by (Date): r oty Description Cost Total This proposal is for Vinyl Replacement Windows with Low-E/Argon.. The following windows qualify for the Federal Energy Tax Credit. 17 CertainTeed Bryn Mawr III Double Hung Windows 17 Beveled Grids /�� 1 379.00 6,443.00 1 CertainTeed Bryn Mawr III Picture Window with Grids 85.00 833.00 4 CertainTeed Hopper Windows � a_ 485.00 485.00 22 Special Discount 319.00 1,276.00 22 Additional Discount j ` -100.00 -2,200.00 22 Caulk -85.00 -1,870.00 ` 22 Misc Materials / 5.00 110.00 17 Labor-Double Hung �j 5.00 110.00 1 Labor-Picture 125.00 2,125.00 4 Labor-Hopper -� �-! `� 195.00 195.00 / J 1 Disposal ***$100 Charge-FREE*** 125.00 500.00� �� 1 Permit-Town of South Windsor `- 0.00 0.00 18 Labor-Full Wrap 43 9Q , ON SIGNING. 230.00 230.00 Payments To Be Mat As Fol 0 75.00 1,350.00 39 -]3— ON INSTALLATION. 3 0.00 7350.0 ;UPON COMPLETION. The work shall include remo - na proper disposal of your old window sashes. Subtotal �a q 7S9-5R7--nn All material is guaranteed to be as specified and Sales Tax (6.00%)completed in a substantial workmanlike manner. Any alteration of deviation from above specifications Total q�a>-, involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon accidents or delays beyond our control. ACCEPTANCE OF PROPOSAL The a prices, specifications and conditions are satisfactory and are hereby accepted. Y are authorized to do the work as specified. Payment will be a e as outlined above. Sign Ur Date Accep his hin t proposal can be withdrawn w' Fi ee days after signing. Home Improvement Contractor Signature: i l w I 12000047 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 02/02/12 GIS ID:26400027 FEE: 150.00 MUNIS APPLICATION# 201200081 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PK WINDOWS,LLC ADDRESS: 27 DAWN DRIVE ADDRESS: 952 SAVAGE STREET OWNER: CASTELHANO MARK&ANNE SOUTHINGTON,CT 06489 27 DAWN DRIVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 22 REPLACEMENT WINDOWS. SAME SIZE AS ORIGINALS. 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 2/2/2012 12:52 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800194 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 06/14/2018 GIS ID:26400027 FEE: 288.00 MUNIS APPLICATION# 201800889 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SUNPOWER CORP , ADDRESS: 27 DAWN DRIVE ADDRESS: 50 ROCKWELL ROAD';> OWNER: CASTELHANO MARK&ANNE NEWINGTON,CT 06111 27 DAWN DRIVE SOUTH WINDSOR,CT 06074 x,._ DESCRIPTION OF WORK: INSTALL IS MODULE ROOF TOP SOLAR SYSTEM SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED Y THE B G DEPARTMENT. CONSTRUCTION TYPE: ' OCCUPANCY GROUP: BUILDfgG OFFICIAL 6/14/2018 9:54 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE i I I i -------