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HomeMy WebLinkAbout219 GRIFFIN RD 'electric # _ aRLICATION FOR BUILDING PERMIT Plumbing# 219 Gr i f f i n HVAC# 13000193 Date: SpriF�WAL APPROVALS Estimated Cost $ �• Permit Fee $ / Building COMPLETE RED BOXED AREAS Occupancy Fee $ /o Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit , ► SIGN ON REVERSE SIDE t Appr.forCO. Total Fee $ C As 2 S TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ h The undersigned hereby applies to do work according to the following: Applicant Location of Work Lot No. Applicant's Address Tel # Boo-6,1/11-959g Town cad GA W nd.,l 7'1Zip 0&07 Lic.# Owner Architect Owner's Address j n Architect's Address IV Zip &077 Zip Sq.Ft.New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit 6,x I D' City Water❑ Well J Septic System J Sewer J 0 � Ins: HO SP Area Basement Garage Approved by Date .y's Use Group Construction Type Revised 1108 r I I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordifiances 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 ir h this b din and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the scribed in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET O1/31/14 Printed by Peart, Dayshell 11:42 23 INSPECTION: 57393 FOOTING PERMIT: STATUS: APPLICATION: 201300494 LOC: 219 GRIFFIN ROAD SOUTH WINDSOR PROPERTY ID: 39000219 OWNER: MAYER TIMOTHY A & MARIA B CONTRACTOR: REQUEST BY: PROJ DESC: 8 X 10 SHED. WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED COMPLETED: 06/12/13 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION O1/31/14 ROSE N/A B002 FOUNDATION O1/31/14 ROSE N/A B003 FRAMING (ROUGH) O1/31/14 ROSE N/A B004 INSULATION O1/31/14 ROSE N/A B005 FIREPLACE / CHIMNEY O1/31/14 ROSE N/A B006 WOOD / GAS STOVE O1/31/14 ROSE N/A BO10 FINAL MARIA @ 860-368-5538 06/27/13 DOUG PASS BO10 FINAL MARIA @ 860-995-7773 O1/31/14 ROSE N/A E001 ELECTRIC SERVICE O1/31/14 ROSE N/A E002 ELECTRIC UNDERGROUND O1/31/14 ROSE N/A H003 HVAC ROUGH O1/31/14 ROSE N/A P002 PLUMBING UNDERGROUND O1/31/14 ROSE N/A P003 PLUMBING ROUGH O1/31/14 ROSE N/A P004 PLUMBING GAS TEST 06/19/13 OLIV PASS Z003 CO PLANNING INSPECTION GRIFFIN ROAD 1 O6�•'•'I/7 � A lP �Q �0n�'1 R:n�-y0}o___ LIN x11y4 BU/L 6 1s•1x� t e•� �5 6A RA E 0 Ls ea. /pUSE ios V� g PRpPOSEp a 4 h, 11`t 04 se.00 113 �l 015� ww-es V .4Dp1TL�N / d Ca'K"N�ep� • * LOT 23 x Fop 7014 i 6 0 +113 11; //8.24 �113° 11=o BEING LOT #23 ON A MAP ENTITLED:"PLAN OF WENTWORTH ESTATES BROOKFIELD ST. & GRIFFIN ROAD SOUTH WINDSOR, GWl. SCALE: 111a401 MAY 10, 1973 JAM&', F. SHEEHY L.S. 703b " 10' DIAMETER IZACHING PIT 5.0 FT.' DEEP SURROUNDED BY 12" OF SCREENED GRAVEL OR 310KEN' STONE. LEACHING FITS TO BE SPACED 42 FT. FROM ADJACENT PIT I HER:-;BY CERTIFY THIS PLAN SUBSTANTIALLY CORRECT kND THERE ARE NO ZONING REGULATI(IIS VIOLATED' `. JAWS E. 3ir:.HY L-3). 7034 PROPERTY OF R. J. A L EXANDER INC_ GRIFFIN ROAD ,SOUTH-W1/ OR CONN. _ SCALE : I " = 4O ' 77 CERTIFICATION OF ZONING COMPLIANCE Proposed buillfing(s), use(s) and/or structure(s) as shown on this plan appeaqs)to be in conformance with current South Windsor regulations. Variances -CIO and special exceptions may apply. 5 Date Zoning Enforcement Officer lc l lam.�„V11�-- __.._ 51f1M 0 APR 2 ?0 13 South Windsor ENT Of SUILD11%'o DEPARTrjr- that Ird shall b* flied with Cler, 3 GRIFFIN ROAD 1 06 I/7 g r F�__— —1 Q TOP /03./ �o iP 6M�on �— 2 n� 3 it niYd� Q� sui 0 oo *4it 0 11'4 WiL RG L/N x x • !.S is 41 6ARA758 0 N� QV R 3A= a FL. j 2 •III �� c Apo r E0 ' 00USE /os (` R �1 N p - 5 58.00 1j5 t� /v6" .47,�p►T�bn► / �F c o N ya / a 6 113 6 j13.1 / �i2 3 rP A, L O � T 23_ x ' _� ~� \A\ . her �. it y/0 1136 11y 0 0 0 * //8.24 xii5. f BEING LOT #23 CN A MAP NTITLED:"PLAN CIF WENTWORTH ESTATES BROOKFIEldi ST. & GRIFFIN ROAD SOUTH WINDSOR, lOW,. :,GALE: 1"-40' MAY 10, 1973 JAMES F. SHEEHY L.S. 7034 " 10' DIAMETER LEACHING PIT 5.0 FT. DEEP SURROUNDED BY 12" OF SCREENED GRAVEL OR BROKEN STONE. LEACHING FITS TO BE SPACED 42 FT. FROM ADJACENT PIT I H>SriL0Y CERTIFY THIS PLAN SUBSTANTIALLY CORRECT AND THERE ARE NO ZONING R3GULATIONS VIOLATED JAMES E. SHEEHY L.S. 7034 �J PROPERTY OF R. J, A L EXAND ER INC. GRIFFIN ROAD -SOUTH WINDSOR;ONN. SCALE .- / " = 40 ' AUG. 30, T..977 0 r-7e YP6 . 1 ,l r \Q 118,2 1 ,oa 00' 3 5 62 2 10 a 7 E ,f, U r F5ET t l 'too y CI 6 APPRovg'v wt3 Div�Sioti1 w I w MAP 770-1-6j> 116 3 9i;tp y x aR�+ 9A a s j f_ T. EirtShn g R R Spike In Tie * �` � ` • '' 70' vcrin of ruive,-/ G"'17ter of Rai/I ST<JT'UN /092 +6/ 6r le m _ r ` GRIFFIN ROAD NC. 0 - . 00 Ise + 3.q I.P Mo�� � i1.3 `Q 116 L/N x11 WQ2OL' 4 0 WI L - d U) LL. I `; y.1X t6.0 O ARAGf o 2 f— LI s M u" 46. F- .11g.4 SSE ILL, �� NO p _j E N I .,* W Q � DO W cn c" U_ nn�--/ � GOLdp Q �t 68.00 1'y"y V J COG .L J O U) \� Xj1 X11� O X 07 W L+A Ci / Q y6 1 y ay'� f��?•: r11A6 k LOTS x11; / tlj2 ►� r. � � L EA L H IIU(q 4 f . uARF_ _` ea 00 '14 1 14 •...u.,.. 1 1 y,6 11 y'0 0 0 + 118.24 �113' 11t %%t BEING LOT #23 CN A MAP F.NTITLED:"PLAN OF ''WENTWCRTH ESTATES BROOKFIELD ST. & GRIFFIN ROAD SOUTH W INDS OR) :;1lI?I. iC ALE: 1"-40' KAY 10, 1973 JA?0S E. SHEEHY L.S. 703h " I HEREBY CERTIFY THLS PLAN SUBSTANTIALLY CORRECT AND THERE ARE NO ZONING REG ULAT I CNS VIOLATED,, DAMES E. SH.EEHY L.S. 70A � PROPERrY OF I HEREBY CERTIFY THAT THE R. ✓. A L EXAND ER INC. FOUNDATION IS LOGATTL-D AS GRIFFIN ROAD -SOUTH WINDSOR, CONN. SHNN CN X.T. 1, 1977 An SCALE ., / to - 40 ' AU G. 30, /977 THERE AR" NO ZONING it:iGULATIONS ✓A MES E SHEENY L.S. 7034 VIOLATED. / % AS B(//Lr: OCT /, /977 SEPT/C DESIGN RF V I SED A PR/L /B, I978 GRIFFIN ROAD Q 0� M TOP Y 1 ' / A � I.P B on ,T3 A j16 :II 0 iE�11'�.4� ( LIN (�`( 8Ul L� t,S 6A�1758 Q' •III a NOI)SE /46 PROPOSED 00 x11,�1 O x11S 5 'Y K \ 0 .yPQ 1;c= LOT 2 t 3_ / No. 7034 /* i Z �•,�4� B U A V f ,1k 6 � //8.24 x113o 11go BEING LOT ,#'z3 CN A MAP ENTITLED:"PLAN Cr `v1ENTWCRTH ESTATES BRCKXFIELD ST. do GRIFFIN ROAD SOUTH WINDSOR, `:CNN. SCALE: 1"=L0' MAY 10, 1973 JAt�f.:; E. SHE.EHY L. >. 703L 11 10' DLVETER LEACHING PIT 5.0 FT. DKEP SURROUNDED BY 12" OF SCREENED GRAVEL OR 3RC EN STCK9. IEACHL4G PITS TO BE SPACED 42 FT. FROM ADJACE2IT PIT I HEREBY CERTIFY THIS PLAN SUBSTANTIALLY CORRECT AND THERE ARE NO ZCKM REsGULATIOWS VIOLATE AJ BS E. SHF..:HY L.S. 7034 PROPERTY OF R. J, A L EXAND ER INC. GRIFFIN ROAD N SOUTH WINDSOR, CONK. SCALE / „ = 40 ' AU-6. 30, 1977 A P P OVE ® TOWN OF SOUTH VViI\!L'SOR DATE: 9 SIG.: GRIFFIN ROAD 06/ NC. WA A' -� Q M TOP n 0 ' i P Q` 9. rho" i j. \� Ile oQcnz �Q 116 ' L/N .r 113� � w w _ &I;L w0 -LO 4=_ - - C nLL. � ci ,1X to Of w � ww0 11S RAGFz, J , z � GA _ o 2 H LL r U Ld w Q zP� cn 7 w z w ` > �e $6 E1—. w U IAQ MOUSE J�!- 0 u o EXIT1N ► �i 1—CL � — coo, o A! Lj 48.00 19 V z0w000- n`h% �11 k113� Q X� J a U J = cn Lij Q� d m m `.`I O F-- U 0 }- 4 fL,II3. 1��d ♦bot U .��.- V f••• 1 �rI 4 A Ar / I'Y 7 Ir �. LEA 4.HIKJ(44 aa. _ off. 116 1 1 4 •..,.,..� i 113.6 j13'0 * //8.24 00-0 II�o BEING LOT C, 3 CN A MAP ENTITLED:"PLAN CF WENTWORTH ESTATES BRQOKFIELD ST. & GRIFFIN ROAD SOUTH WINDSOR, COfd?v. SCALE: 1"-40' MAY 10, 1973 JAM E. SHEEHY L.S. 703h " I HEREM CERTIFY THIS PLAN SUBSTANTIALLY CORRECT AND THERE ARE NO UNING REG ULAT I(DVS VIOLATED JAMBS E. SHEEHY L.S. 7034 t PROPERTY OF I xlR,BY CERTIFY THAT THE R. ✓, A L EXAND ER I NC. FOUNDATION IS LOCATrD As GRIFFIN ROAD SOUTH WINDSOR, CONN. SHCWN CN W.T. 1, 1977 An S C A LE / " - 40 ' AU G. 30, /977 THERE AIIE NO ZMING aMULATICKS ✓AMES E SHEENY L.S. 7034 VIOLATED. / / AS BUILT OCT 1, 1977 - SEPTIC DESIGN REVISED APRIL /B, 197E GRIFFIN ROAD 117 NC. -- A K—#1+�-- 0 M Top t ' 3./� LP cn - Q. is Of 1A t1i B!/lL L IN F4 aQ = OOz � w w Co iti gE o loob � GARA o 2 F- I` Z � Fti O = ' Z 7Z i� F- — LEI i d ♦e. �4.k1 USE v� u 0 � Y N 140 0 0 L,_. ¢ � O 00 adoo its- fL ZUIliOOp nnh` x11 x1it, O x J 00 m >> m Q `i0 IV \ ' F.L,1 I�. ��V��i e��y 1 �••v J its. ij.5 OL L �. r•" i. 1 14 118.24 ,113.o 112 t1136 I'�O 0 BEING LOT #23 ON A MAP ENTITLED:"PLAN OF efENTWORTH ESTATES BROOKFIELD ST. & GRIFFIN ROAD SOUTH WDMOR, CONN. SCAL&: 111-40' MAY 10, 1973 JAMES E. SHEEHY L.S. 703h " I HEREBY CERTIFY THIS PLAN 3UBST IALLY CORRECT AND THERE ARE NO ZONING REGULATIC811S VIOLATED' DAMES E. SHEEHY L.S. 7034 llellll P Q. 2J "iX112 � �X (3 , / PROPERTY F 19 I HEREBY CSRTIFT THAT THE R. J, L EXAN ER I C. FOUNDATION IS LOCATED AS GRIFFIN ROAD -SOUTH WINDSOR, CONN. SHOWN ON OCT. 1, 1977 AND SC A LE .- I " - 40 ' AUG. 30, /977 TIMLS ARSE NO ZONING iMULATIONS DA MES E SHEENY L.S. 7034 VIOLATED. �'1 ! / AS BUILT OCT 1, 1977 SEPTIC DESIGN REVISED A PRIL IB, 1978 GRIFFIN ROAD AC. A Q0 6M oo JI /0.3lq 0 QN 0 A4113.40. 1 4 Q. BU/L L -- N 1IS 11 ,1 rA RAGE o Q� R 3A3 g FL.1175e •o+ n n all r - A\`( � d Hpt)SE io 4 O o PRppOSEp V r (1- z a �t 5 .00 Ira 2 tihj /xll xll,, �0 XI Ij5 ', n AV F•1/ ,,� ✓9 E. Ay, p� i 3 ,. 16 ' Ilb 11S'' I12 `h1 x'' } L 0 T 23__ X e Y No. 7034 ,11* Z V I • �1�fC�STERL,�002 �, I O --.air v x VAll E y►� 11 'Awn= 1136 II'0* 118.24 �115-0 11210 12 0 BEING LOT #23 CN A MAP ENTITLED:"PLAN CF ►dENTWORTH ESTATE.) i.tIUUKFIELIj ST. & GRI"IN ROAD SOUTH WRMSOR, CC>TVN. 3CALE: 111-LO' MAT 10, 1973 JAMES E. SHEEHY L.S. 703L " 10' DIAYSSTER LEACHING PIT 5.0 FT. DEEP SURROUNDED BY 12" OF SCREENED GRAYEL OR BROKEN STONE. LEACHING PITS TO BE SPACED 42 FT. FROM ADJACENT FIT I HEREBY CERTIFT THIS PLAN SUBSTANTIALLI CORRECT AND THERE ARE NO ZGNING n REGULATIONS YIOIATED,, % JAMES E. SaEHY L.S. 7034 ,1 PROPERTY OF R. ✓, A L EXAND ER INC. GRIFFIN ROAD N SOUTH WINDSOR, CONN. SCALE .* 1 40 ' AUG. 30, 1977 GRIFFIN ROAD �Q 6Mlop EXI T Gong 1 / R=N3.'Lrp., It LIN xAB� FL.111 Q v11 4 [� a PROPOSEO NOV » �•b Coocot v q � aH LOT *� Mr. 7024 1`y` `,S.O C •. BEING LOT 023 ON A MAP ENTITLEDs"PLAN (F WENTWO RTH ESTATES BROO KFIELD ST. & GRIFFIN ROAD SOUM WINDSOA, ""CWN. SCALE: 10-401 MAY 1^, 1973 JAM ; E. SHEEHY L.S. 7034 " 10' DIAMETER LEACHING PT; 5.0 FT. DKEP SURROUNDED BY 12" OF SCUD GRAVEL OR FROKEN STONE. LEACHING FITS TO BE SPACED 42 FT. FROM ADJACENT PIT I H$R,E3Y CERTIFY THIS PLAN SUBSTANTIALLT CORRECT AND THERE ARE NO ZONING �ryREGULATIONS VIOLATED ' JAMES E. SHEEHY L.S.�7034 PROPERTY OF R. J. A L EXAND ER INC. GRIFFIN ROAD -SOUTH WINDSOR, CONN. SCALE : 1 " + 40 ' AV G. 300 1977 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: � CC_ BUILDING DEPARTMENT @-"�f'a L APPROVED 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# Dst FTI Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: 219 Griffin Rd . $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT Zelek Electric Co APPLICANT ADDRESS 1 7 8 A Boston Post Rd . Old Lyme , CT 06371 APPLICANT PHONE# (860 ) 434-9726 SOW N SF�4 OWNER Timothy and Maria Mayer OWNER ADDRESS 219 Griffin R d . ,. South Windsor , CT 06074 a y "`iiiJJJ� OWNERPHONE ( 860) 644-9599 C ESTIMATED COST$ 4 6 , 0®®. 0 0 x IS THIS A CONTRACT COST? x Yes _No �(d FEE ENCLOSED$ 690 . 00 O�� TYPE OF JOB:O R-C _New Installation 3� x Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A $]RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES M NO O BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL O FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WEMG METHOD EMT Conduit SIZE OF SERVICE 5 • 1 K W DC SIZE OF MAIN CONDUCTORS 40 U S F NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS 2-3 0 A M P NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ®YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS 1-3 0 A M P SEPARATE BEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK Install 5 . 1KW PV System and Inverter THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. o'?31t -fr (- ,T CONTRACTORS LICENSE NO TYPE STATE SIGNATURE OF APPLICANT DATE J1 8 7 6 5 4 3 2 I R' I ' :R INVERTER MAX OPERATING CURRENT: 21.3A INVERTER OPERATING AC VOLTAGE: 240 VAC ��� O DC OPERATING CURRENT: 7.12 ADC PER STRING X 3 STRINGS=21.36 ADC D INVERTER DC OPERATING VOLTAGE: 240.3 VDC NEC MAX SYSTEM VOLTAGE: 295.2 VocX = 369 VOC (2)010 USE-2 w/G L�.-_-$L—��—}U-{ NEC/UL MAX DC SHORT CIRCUIT CURRENT: 8.0T: 8.05 ADC PER STRING X 3 STRINGS X 1.25 = 30.2 ADC (Tn.3) TO/FROM UTILITY O ® f IN 2 11 C 1 k C (6)010 TNWN-2 PLUS(1)00 Gww (3)010 THHN w/G 304 2P NOTE: INSTALLING CONTRACTOR IS RESPONSIBLE O FOR PROPER WIRE SIZE, CONDUIT SELECTION AND LOCAL CODE COMPLIANCE. CONTACT GROSOLAR O FOR ASSISTANCE AND CONSULT NEC 2005 6 ARTICLE 690 FOR MORE INFORMATION. O (J)•IO TINN wiG B I. (27) EVERGREEN ES190 SOLAR MODULES (3 STRINGS OF 9), 5130 WATTS(STC)TOTAL B 2. READYWATT LARGE ROOF MOUNTED PV PASS-THRU JUNCTION BOX O O 3. SQUARE-D H361 30A 3-POLE FUSED NEMAI 600VDC DISCONNECT, FUSED AT 15A PER POLE 4. FRONIUS IG5100 GRID-TIE INVERTER, 5100 WATTS NOMINAL, WITH INTEGRATED PV COMBINER BOX, AC/DC DISCONNECTS 5. HIALEAH PV PRODUCTION METER, NOT FOR UTILITY USE 6. SOUARE-D DU221RB 30A 2-POLE UNFUSED NEMA3R 240VAC DISCONNECT 7. EXISTING 200A MAIN DISTRIBUTION PANEL, 240 VAC, SPLIT PHASE O 8. EXISTING UTILITY KILOWATT-HOUR METER (3)010 THIN wiG (6)#10 TMVN-2 /1116(I)010 Gww A (C)2008 GLOBAL RESOURCE OPTIONS,INC.(OBA GROSOLAR) AYER 5.13 MKW PV GRID-TIE A THIS DRAWING MAY NOT BE REPRODUCED,ELECTRONICALLY,DIGITALLY,OR OTHERWISE COPIED OR EXCHANGED s Tim & MARIE MAYER groSoIar _ �'TEt WITH OTHER PERSONS,WITHOUT THE WRITTEN CONSENT OF GLOBAL RESOURCE OPTIONS, INC.PERMISSION IS B UT-05130E;w0 ,A GRANTED FOR REPRODUCTION BY AN AUTHORIZED DEALER FOR THE SOLE PURPOSE OF INSTALLING EQUIPMENT j SOUTH WINDSOR,CT .ao+�a.e a.»a �` •" w.a ahn..a n-a+.:sx. DMH ��DMH 17 GCT 06 PROVIDED BY GLOBAL RESOURCE OPTIONS, INC. ,�„ 8 7 6 5 4 3 2 I 3S° y. = r r � � r i a s•-'3 _ r 3' 4. C3 1 FRONIUS o us IG GRID-TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 42 Ibs,the FRONIUS IG inverters are the lightest grid-connected inverters making them both easy and cost-effective to install. More Energy MIX'Concept allows your system to output more energy under part-load conditions. Lower Cost Integrated UL approved DC&AC disconnects which reduce installation time and complexity- often eliminating the need for additional disconnects. LCD Display User-friendly and comes standard with every FRONIUS IG;tracks more than 20 critical system performance parameters. Powerful At 4000,4500 and 5100 watts, these inverters deliver more power output for higher performance installations. Reliable Fronius has been in business for over 60 years and has more than 200,000 FRONIUS IG inverters installed worldwide. Warranty 10 year Premium Warranty. fimm> POWERING YOUR FUTURE DC Input Data FROINUS IQ 4000 FRONRW IG 5100 FRONIUS IG 4500-LV Recommended PV power 3000-5000 Wp 4000-6300 Wp 3600-5500 W Max.DC input voltage 500 V 500 V 500 V { Operating DC voltage range 150-450 V 150-450 V 150-450 V Max.usable DC input current 26.1 A 33.2 A 29.3 A AC OUtpUt Date FRONIUS IG 4000 FRONIUS IG 5100 FRONIUS IG 4500-LV Maximum output power 040'C 4000 W 5100 W 4500 W Nominal AC output voltage 240 V _208 V___ Utility AC voltage range 212-264 V(240 V+10%/-12%) 183-229 V Maximum AC current 16.7 A 21.3 A 21.6 A Maximum utility back feed current 0.0 A 0.0 A 0.0 A Operating frequency range 59.3-60.5 Hz(60 Hz ram) Total harmonic distortion <5% Power Factor cos ph) 1 General Data FRONPJS IQ AIM FRONIUS IQ 5100 FRONIUS IG 4500-LV Max.efficiency 95.2% 95.2% 94.4 % Consumption in stand- <0.15 W(night) Consumption during operation 15 W _ Enclosure NEMA 313 Size(I x w x h) 28.4 x 16.5 x 8.8 in (720 x 418 x 223 mm) s Weight 42 lbs. (19 k ) Ambient temperature range -5 to 122'F (-20 to+50'C) Cooling controlled forced ventilation Integrated DC and AC disconnects standard UL approved DC&AC disconnects ; Protections a Ground fault protection Internal GFDI,in accordance with UL 1741 ? DC reverse polarity protection Internal diode gg Islanding protection Intemal,in accordance with UL 1741, IEEE 1547 Y Over temperature Output power derating Sure Protection Internal DC&AC protection,Tested to 6 kV Compliance c Safety UL 1741 EMI FCC Part 15;Class A&B Anti-Islanding protection UL 1741,IEEE 1547 y Ground fault detector and interrupter Compliant with NEC Art.690 requirements,UL 1741 z i Miscellaneous " s Maximum AC over current protection Two-pole,30 A circuit breaker AC wire sizing Use maximum AWG 6 194'F 90'C)copper wire DC wire sizing Use maximum AWG 6 194'F(90'C)copper wire aAC disconnect 32 A DC disconnect 40 A Warranty 10 year Premium Warranty is Standard � s �g Distributed by E g Fronius USA LLC g Solar Electronic Division 10421 Citation Drive Suite 1100 Brighton, Mi 48116 Phone:810-220-4414 Fax:810-220-4424 E-Mail:pv-usAfronius.com o www.fronius-usa.com N ob O O O r evergreen Think Beyond. ES-SERIES photovoltaic modules A range of high quality poly-crystalline solar panels for on-grid markets offering exceptional performance,extraordinary versatility and industry- leading environmental credentials based on our cutting-edge String Ribbon"wafer technology. • Best-in-class performance ratings proven by field installations • 98%of rated power guaranteed for 180, 190W product; 100%guaranteed for 195W product • 5 year workmanship and 25 year power warranty for ultimate peace of mind' • More installation versatility with our extensive range of mounting options • Nigher strength with wind and snow loads guaranteed up to 80 Ibs/ft1 • Tested to all major industry certifications and regulatory standards • Smallest carbon foot-print leading the fight against global warming *,+vt•v►V.eo� • Quickest energy payback time for the maximum energy conservation • Cardboard-free packaging for minimal on-site waste `�b. may° and disposal cost 0 �® CE .For full details see the Evergreen Sabr united Warranty available on request or online. This product is designed and tested to UL 1703,UL Fire Safety Gass C,IEC 61215 Ed.2 and TlN Safety Gass 2 standards. String Ribbon is a patented technology and registered trademark of Evergreen Solar,Inc. Electrical Characteristics Mechanical Specifications Standard Test Conditions (STC) P-----------31.5--------_..._..---�� ES-180 ES-190 ES-195 a j..... .,....._.y; ctcaoi�anc MOLE rr.;.x.1u v IOrK' fu r.ra�.:tu I as S..Ka Si,K' SI Ka R_4 SL-K cr SL-K:;• Pn:,' (W) 180 190 195 Pw:eren (%) -2/+3 -2/+2.5 -0/+2.5 1 1 P,.. (W) 186.1 194.9 199.9 P'.-.:rn (M 176A 186.2 195.0 FOR 114-80 T P; 3 (W) 159.7 168.8 173.3 - JUNCTION BOX (V)V,1- 25.9 26-7 27-1 (IP54) I.,,o (A) 6.95 7.12 7.20 CABLES iAWG+21 V- M 32.6 32.8 32.9 .0 1 WIMIN UM FFRAMIW Iu (A) 7.78 8.05 8.15 Nominal Operating Cell Temperature Conditions(NOCT" n t. 1 P�- (W) 129.0 136.7 140.1 rl at 1 Vm M 23.3 23.8 23.9 Me 0-WNECTOR (Type 3) In„ (A) 5.53 5.75 5.86 - V« (V) 29.8 30.3 30.5 I f 1, (A) 6.20 6.46 6.59 GRtXR/WNC3 rw; 1A J- TNcxT (aC) 45.9 45.9 45.9 ' le ''Cfb W/m,.25°C cell�nPe,atwe.AM'S soee:uno; 'Ma.irn.;m power point o'rated Fxirve: At PV-1;SA Tes,C ardiums:1000 W/m 2C"C anti-: All dimensions in inches;module weight40 1 Ibs ten><x/m-'e,1 m/s bw. speed Product constructed with 108 poly-crystalline svlicon solar cells, anti-reflective 8IX Wi d " ambit,tarloe ael�w, nos wui sy�wad MA'S u.n 9dr tem red solar glass, EVA enca sulant, of back skin and a double walled'RL•T and SLa(rootlets s.:itahle Tor:ae on{y in systems vrhare thw DC regaave Pe P polymer pole of the&ray is hard girr:n<W;RL-TU and SL-Kli models-izable for use anodized aluminum frame.Product packaging tested to Intemational Safe Transit n electrically unerg ow-ded systems whrryv local egula:ivn allows Association(ISTA)Standard 2B and DIN EN ISO Standards 12048. 13355,2244, 10S31.All spe rf caeons in this product information sheet conform to EN50380. Low Irradiance See the EwMreen Soli Safety,Instakatlon and Operation Manual and Mounting The typical relative reduction of module efficiency at an Design Guide for further information on approved instal ation and use of this product. Due to continuous innovation,research and product improvement,the specifications irradiance of 200W/m'in relation to 1000W/ma both in this product information sheet are wbiect to change without notice.No rights at 25°C cell temperature and spectrum AM 1.5 is 0%. can be derived from this product information sheet and Evergreen solar assumes no liability whatsoever connected to or resitting from the use of any information Temperature Coefficients contained herein. K, (%/-C) -0.49 °artrter: 1- (%/°C) -0.02 Vm (96!°C) -0.34 Ix (%/-C) 0.06 System Design Series Fuse Rating` 15 A UL Rated System Voltage 600 V 'Also xfr. r as Manm.:m Reveres C:are^, ELECTRICAL EQUIPMENT CHECK WITH YOUR INSTALLER S195_US_010408.effective April 1"2008 Worldwide Headquarters Customer Service-Americas and Asia 138 Bartlett Street,Marlboro,MA 01752 USA 138 Bartlett Street,Marlboro,MA 01752 USA Evergreen Solar,Inc. T.+1 508.357-2221 F+1 508.229.0747 T.+1 508,357.2221 F+1 508.229.0747 www.evergreeiisolar.com infodevergreensolaccom salesdevergreensolar.com SolarMount Unirac Code-Compliant Installation Manual ==U N I RAC [3.4] Installing SolarMount with grounding clips and lugs Clips and lugs are sold separately. UGC-I "r Top T Module T-botf Nib /� Figure26.Slide I/GC-1 grounding �C'I l� _ i ■ UGC-1 0 l z clip into top mounting slot of miL Tbrque modules in place on top of coorw,a:to clip.Nibs will penetrate rail anod- un,staad.rd 461 isation and create grounding path _— through rail(see Fig.3,reverse side). SolarMount®rail(any type) UGL �UGL ------ Figure 27.SUde Winch hex bolt into top mounting slot of any MSerrations SolarMount®rail(standard,RD' or U&).Secure nut with 7/164nch descent wrench with sqfficimt wrquefor hug serratioru topenetraa anodised surface of rail SolarMount®rail(any type) Figure 28.Place grounding clips, lugs,and copper wire(6-10 AWG). Place a loop in the wire around splices to prevent tension.Be sure wiring between rails is not taut (:t KEY ❑ PV module O SolarMount rail(any type) Rail splice X Grounding lug Grounding clip Copper wire Single grounding Alternate wiring wire for entire array for in-line splices ay. 25 SolarMount Unirac Code-Compliant Installation Manual O.F U N I RAC Table 10.Downforce Point Load Calculation Total Design Load(downforce)(max of case I,2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 /2 Downforce Point Load R Ibs Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(Ibs),to determine the required lag bolt attachment to the roof (building)structure. Table 11.Uplift Point Load Calculation Total Design Load(uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 /2 Uplift Point Load R Ibs Table 12.Lag pull-out(withdrawal) capacities (Ibs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Specific :/a" shaft' Force,R(lbs),requirements. gravity per inch thread depth It is the installer's responsibility Douglas Fir,Larch 0.50 266 to verify that the substructure Douglas Fir,South o.�6 235 and attachment method is strong enough to support the maximum Engelmann Spruce,Lodgepole Pine point loads calculated according to (MSR 1650 f &higher) 0." 235 Step 5 and Step 6. +r Hem,Fir,Redwood(close grain) 0.43 212 e— 3 SS Hem,Fir(North) 0." 235 Southern Pine 0.55 307 Thread depth n r 1 Spn ae'Piar,Cie 0.41 20S 1 O V=-I�e'40 Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources:American Wood Council,NDS 2005,Table 11.2A,11.3.2A Notes:(1)Thread must be embedded in the side gran of a raRer or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. if necessary,concoct o local engineer to specify lag bolt size with regard to shear forces. (S)Install log bolts with head and washer Push to surface(no gap).Do not over-torque (6)Withdrawal design values for log screw connections shag be multiplied by applicable adjustment factors if necessary.See Table 10.3.1 in the American Wbod Council NDS for Wood Construction. tPW "Use flat washers with lag screws. 13 SolarMount Unirac Code-Compliant Installation Manual W U N I RAC Table 7. ASCE 7 ASD Load Combinations Dam"- wr.We Do—jbme Cme I Dawfaw Cme 2 Downfor Cme 3 UP* nits Dead Load D 1.0 x 1.0 x 1.0 x 0.6 x psf Snow Load S 1.0 x + 0.75 x + psf Design Wind Load Pnet 1.0 x + 0.75 x + 1.0 x - psf Total Design Load P psf Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Step 3:Determine Rail Span/L-Foot Spacing w(pY) Using the distributed load,w,from Part 11,Step 2,look up the Determine the Distributed Load,w(po,by multiplying the allowable spans,L,for each Unirac rail type,SolarMount(SM) module length,B(ft),by the Total Design Load,P(psf)and and SolarMount Heavy Duty(HD). dividing by two.Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module There are two tables,L-Foot SolarMount Series Rail Span is supported by two rails. Table and Double L-Foot SolarMount Series Rail Span Table. w=PB/2 The L-Foot SolarMount Series Rail Span Table uses a single L-foot connection to the roof,wall or stand-off. The point load connection from the rail to the L-foot can be increased w=Distributed Load(pounds per linear foot,plj) by using a double L-foot in the installation. Please refer to the B=Module Length Perpendicular to Rails(ft) Part III for more installation information. P=Total Design Pressure(pounds per square foot,psf) Table 8.L-Foot SolarMount Series Rail Span SM.SolarMount HD-SolarMount Heavy Duty SP- w=Dsv*uted land (ft) 20 25 30 40 50 60 8o 100 120 140 160 180 200 220 240 260 280 300 2 SM SM SM SM SM SM SM SM SM sM sM sM sM sM SM SM sM sM 25 SM SM SM SM SM SM SM SM SM sM sM sM sM sM sM sM sM SM 3 SM SM SM SM SM SM SM SM SM sM sM sM sM sM sM sM 3.5 SM SM SM SM SM SM SM SM SM sM sM sM SM sM 4 SM SM SM SM SM SM SM SM SM SPf W 4.5 SM SM SM SM SM SM SM SM SM SM HD 5 SM SM SM SM SM SM SM SM HD HD 5.5 SM SM SM SM SM SM SM HD HD HD 6 SM SM SM SM SM SM HD HD HD 6.5 SM SM SM SM SM SM HD HD HD 7 SM SM SM SM SM HD HD HD 7.5 SM SM SM SM SM HD HD HD 8 SM SM SM SM HD HD HD 8.5 SM SM SM HD HD HD HD 9 SM SM SM HD HD HD HD 9.S SM SM SM HD HD HD 10 SM SM HD HD HD HD 10.5 SM SM HD HD HD HD 11 SM HD HD HD HD 11.5 SM HD HD HD HD 12 HD HD HD HD 12.5 HD HD HD HD 13 HD HD HD HD 13.5 HD HD HD 14 HD HD HD 14.5 HD HD HD IS HD HD HD 15.5 HD HD 16 HD HD 17 HD r.R 11 SO RMOUNT Code-Compliant Installation Manual 227 U.S.Des.Patent No.D496,248S,D496,249S. Other patents pending. -77 4 Table of Contents • i.Installer's Responsibilities.................................................................2 Part I.Procedure to Determine the Design Wind Load...........................................3 Part H.Procedure to Select Rail Span and Rail Type.............................................10 Part M.Installing SolarMount , [3.1.]SolarMount rail components................................................14 [3.2.]Installing SolarMount with top mounting clamps...............................15 [3.3.]Installing SolarMount with bottom mounting clips .............................21 [3.4.]Installing SolarMount with grounding clips and lugs............................25 ago OF U N I RA :t t: Bright Thinking in Solar Unirac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publlntlom@utthir—cam. W U N I RAC Unirac Code-Compliant Installation Manual SolarMount Part III. Installing SolarMount The Unirac Code-Compliant Installation Instructions support applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SolarMount Planning and Assembly,governs installations using the SolarMount and SolarMount HD (Heavy Duty) systems. [3.1.] SolarMount® rail components IL,a m — m Figure 4.SolarMount standard rail components. ORail —Supports PV modules. Use two per row of Includes 3/8"x V4"bolt with lock washer for attaching modules. 6105-T5 aluminum extrusion,anodized. L-foot. Feshings:Use one per standoff. Unirac offers appropriate fleshings for both standoff types. © Rail splice—Joins and aligns rail sections into single Note:There is also a flange type standoff that does not length of rail. It can form either a rigid or thermal require an L-foot. expansion joint,8 inches long,predrilled. 6105-TS Q Aluminum two-peice standoff(4"and 7") —Use one aluminum extrusion,anodized. per L-foot. TWo-piece:6105 TS aluminum extrusion. Includes /8"x 3/4"serrated flange bolt with EPDM © Self-drilling screw—(No.10 x 3/4") —Use 4 per rigid washer for attaching L-foot,and two 5/16'lag bolts. splice or 2 per expansion joint. Galvanized steel. O Lag screh,for L-foot(5/16')—Attaches standoff to rafter. OL-foot—Use to secure rails either through roofing material to building structure or standoffs. Refer to �i Top Mounting Clamps loading tables for spacing.Note:Please contact Unirac for use and specification of double L-foot. Is Top Mounting Grounding Clips and Lugs © L-foot bolt(3/8" x 3/4") —Use one per L-foot to secure rail to L-foot. 304 stainless steel. Installer supplied materials: OFlange nut(3/8")—Use one per L-foot to secure rail to Lag screw for L-foot—Attaches L-foot or standoff to L-foot. 304 stainless steel. rafter.Determine the length and diameter based on pull- out values. If lag screw head is exposed to elements,use stainless steel. Under flashings,zinc plated hardware is 0 Flattop standoff(optional)(3/8") —Use if L foot adequate. bolt cannot be secured directly to rafter(with tile or shake roofs,for example). Sized to minimize roof to rail spacing. Use one per L-foot. One piece:Service Waterproof roofing sealant—Use a sealant appropriate Condition 4(very severe)zinc-plated-welded steel. to your roofing material.Consult with the company currently providing warranty of roofing. RF 14 W U N I RAC Unirac Code-Compliant Installation Manual SolarMount [3.2.5] Installing the modules Pre-wiring Modules.If modules are the Plug and Play type, no pre-wiring is required,and you can proceed directly to "Installing the First Module"below. If modules have standard J-boxes,each module should be pre-wired with one end of the intermodule cable for ease of installation. For safety reasons,module pre-wiring should not be performed on the roof. �A_box Leave covers off J-boxes. They will be installed when the —modules are installed on the rails. es Installing the First Module.In high-profile installations,the safety bolt and flange nut must be fastened to the module bolt Figure 17 slot at the aligned(lower)end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail Module frame slot during installation. 1/2"minimum If there is a return cable to the inverter,connect it to the first L- - module. Close the J-box cover. Secure the first module with 1/4"module bolt jMLandT-bolts and end clamps at the aligned end of each rail. Allow flange nut half an inch between the rail ends and the end clamps(Fig.18). - Finger tighten flange nuts,center and align the module as _ needed,and securely tighten the flange nuts(15 ft lbs). End clamp i l �Rail Installing the Other Modules.Lay the second module face Figure 18 down(glass to glass)on the first module. Connect intermodule cable to the second module and close the J-box cover. Turn the second module face up(Fig.17). With T-bolts,mid-damps and —T Module frames flange nuts,secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts(Fig.19). 1/4"module bolt For a neat installation,fasten wire management devices to rails and flange nut with self-drilling screws. �,• �--. �- - Repeat the procedure until all modules are installed. Attach the Rail outside edge of the last module to the rail with end damps. Trim off any excess rail,being careful not to cut into the roof. —Mid clamp Allow half an inch between the end damp and the end of the rail (Fig.18). Figure 19 Check that all flange nuts on T-bolts are torqued to 15 ft lbs. [_ -1 High-lipped module Spacer Low-lipped module (cross section) (cross section) SolarMount rail SolarMount rail Figure 20.Mid clamps and end clamps for lipped-frame modules are identical. A spacer for the end damps is necessary only if the lips are located high on the moduleframe. hp 20 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT PROVED 1540 SULLIVAN AVENUE Bldg.Permit# J , � 644-2511 ext. 230 1 Date Buil i nspector Application must be printed or typed FEE SCHEDULE Location of Job: E $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000or any fraction thereof gnation Apt.No. APPLICANT �70 r►,t S9 Tv+G APPLICANT ADDRESS 10rt CI APPLICANT PHONE# -T t0 R 100 O* N S OWNER �^ OWNER ADDRESS ,2 1 t Gr:r�c n Q C 5004-h wr,-0 Sdf< ct -- 40 F, OWNER PHONE [p ^ ?5aS C ESTIMATED COST$ 7G 00.0 0 IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ TYPE OF JOB: SOR.Co New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: $(HEATING CS RESIDENTIAL WA/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC A WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) AfhA.< S'�, d t rcj ff U Y (00 9 4 VA F. 1cc_ GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑OIIr—t'PM OIL TANK LOCATION:❑INSIDE❑ OUTSIDE CAPACITY 14 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 C OLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) K/9119 0 36 A 1000 A C ll dons" �arr l6su c R�Eo/9 Ark,u�can 5-A"tcl AxCa31 S 3 Coil TONNAGE_� COOLING CAPACITY(BTUH) 3_�add VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) AEG W�3 FURTHER DESCRIPTION OF WORK (J IC Cc 17 X S�i n q l�a S c n a cc �' I l Ncw $.14;14fn 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. 3 9(10Co 51 CT" CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT 1 L e() DATE S-20t,0(0 RIGHT-J SHORT FORM Entire House HOMESTEAD FUEL INC Job: 3-16-06 100 WEST RD UNIT II,ELLINGTON,CT 06029 Phone:870-8700 Fax:870-7731 Project • • For: TIM + MARIA MAYER 219 GRIFFIN RD, SOUTH WINDSOR, CT Phone: 610-7525 Design Information Htg Clg Infiltration Outside db (°F) -10 95 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 80 20 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference(gr/lb) - 11 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Efficiency 80.0 AFUE Efficiency 0.0 EER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 °F Total cooling 0 Btuh Actual heating fan 1200 cfm Actual cooling fan 1200 cfm Heating air flow factor 0.015 cfm/Btuh Cooling air flow factor 0.037 cfm/Btuh Space thermostat Load sensible heat ratio 95 % ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) BACK HALULAUNDY 117 7191 1471 109 54 DINING/LIVING 320 16828 7840 256 290 KITCHEN 213 5484 4454 83 165 ENTRY 160 5896 1134 90 42 MAIN BATH 72 2556 571 39 21 MASRTER-BEDROOM 371 10919 2626 166 97 MASTER-BATH 187 20521 10941 312 405 MASTER-BATHROOM 63 2324 6 35 25 COMPUTOR ROOM 151 7195 2748 109 102 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right-Suite Residentlai'm 5.0.28 RSR27407 2006-Mar-1 6 08:02:05 � Page 1 AC(>, Projectt.rsr Entire House d 1654 78914 32451 1200 1200 Ventilation air 0 0 Equip. @ 1.00 RSM 32451 Latent cooling 1589 TOTALS 1654 78914 34040 1200 1200 Soldmalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right-Suite Re.identialT0 5.0.28 RSR27407 2008-Mar-16 08: 2 wr�ghtsoft Paagege t ICCA Projectt.rsr Electri;.# APPLICATION FOR BUILDING PERMIT Plumbing# 219 Griffin Road HVAC # 28950 Date: G l Sprinkler# FINAL1/�) R Estimated Cost $ Buildin 3 �y PE OR PRINT ONLY Permit Fee $ Engin i COMPLETE RED BOXED AREAS Occupancy Fee $ l�• � TYPE -SIGN ON REVERSE SIDE Appr.for CO. 44, 1 Total Fee $ TO BUILDM DEPARTMENT,TOWN OF SOUTH WMSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following specifications: Job Location �2 1 c C 1Z r F r 0 Lot Na 23 Side of Street Zone Applicant ,-rP G 1 TeL# J�o z a S-6 5 e C/ Address 2 S n-r_--vttiL /D Lic.# d-(o Y Owner M A t - � r(*b ct/s Address Architect Address Sq. Ft.New Area: 1st FL 2nd FL 3rd FL Total New Area #Rooms #Lavatories #Bathrooms #Garages Purpose of this permit: e E /Zo o r-- City Wate ❑ Well [I Septic System ❑ Sewer ❑ Ins. H.O. S.P. Cert. Area Basement Garage—T Approved by 1,J i,] 1s Date iUse Group Construction Type 5 b Revised 9/01 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinance< 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.. I hereby apply for a Certificate of Occupancy for the work described in this application for the per-nit. DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-28950-B 1,000 B10 FINAL 08/14/03 JFF A B10 FINAL O8/14/03 JFF A CLOSEOUT Electric # l(��11 M ICATION FOR BUILDING PERMIT PI nf-in # Hol 219 ��lUff 1 oad Date: 2.6 W IVAC # 8 14 e Z Sprinkler# L FINAL APPROVALS --- -- -- - Estimated Cost $ r--- tju Permit Fee $ Building COMPLETE AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY i Eng. Insp. Fee $ Affidavit 110- SIGN ON REVERSE SIDE Appr. for CO. o' — - - -- - - ' Total Fee $ 21.5 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: 6� � it Applicant ZC_X_S Location of Work Lot No. Applicant's Address Cfi- 1 L Tel.# k7;T - O 1J-5 Town �rZ>><J t`1 Zip Gti r� `� `� Lic.# C>6 1�+cti� Owner t-64, -1 t P�� Architect Owner's Address 7-1 1-L k(](! 12 Architect's Address S vc.�. Ly;n n�.r�p C't` Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit ke-1)-4cxsF 12.�� —1.4c er-y- / c r ic c a_)-A_-jet 3c, 1L yt G City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO Sp f C-a Area Basement Garage Approved by %Date N` mp Use Group Construction Type Revised 6102 ogsg 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 v,hich 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 an 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 03/18/09 Printed by Peart, Dayshell 08 35 04 INSPECTION: 21743 FINAL PERMIT: STATUS APPLICATION: 200800938 LOCATION: 219 GRIFFIN ROAD SOUTH WINDSOR PROPERTY ID: 39000219 OWNER: MAYER TIMOTHY A & MARIA B CONTRACTOR: KENNETH REESE 860-872-0183 DESCRIPTION: REMOVE TWO LAYER ICE AND WATER. WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 03/16/09 SCHEDULED: 03/16/09 AM COMPLETED: 03/16/09 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 03/06/09 ROSE PENDING BO10 FINAL 201400025 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 0 1/31/2014 GIS ID:39000219 FEE: 10.00 MUNIS APPLICATION# 201300494 BUILDING DESCRIPTION: APPLICANT 'ti; LOCATION NAME: MAYER TIMOTHY 8&MARIA B ADDRESS: '219 GRIFFIN ROAD ADDRESS: 219 GRIFFIN RD ,` ' OWNER: MAYER TIMOTHY A&MARIA B 4r;- SOUTH WINDSOR,CT.060741 23 219 GRIFFIN RD � t%'. p SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 8 X 1440.SHED.. ,n 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 1/31/2014 11:43 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 13000193 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 05/03/2013 GIS ID:39000219 � ,. ; '� �"��. FEE: 15.00 MUNIS APPLICATION# 201300494 �fi r �°° � BUILDING DESCRIPTION: APPLICANT/ LOCATION NAME: MAYER TIMOTHY A&MARIA B ;t .5 �� ADDRESS: •219 GRIFFIN ROAD ADDRESS: 219 GRIFFIN RD = ' OWNER;" w• MAYER TIMOTHY A&MARIA B SOUTH WINDSOR,CT 0607 l =-"- 2,19 GRIFFIN RD 't, ,SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 8 X IO SHED F'`1 SPECIAL CONDITIONS: a_ ;; F ALL WORK TO BE DONE IN ACCORDANCE,WIT THE APPLICATION:AND PLANS APPROVED BY THE BUILDING DEPARTMENT. ; y^*`� tea. CONSTRUCTION TYPE: _ - s' `A OCCUPANCY GROUP: �, Wpy� .; BUILDING OFFICIAL 5/3/2013 10:19 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE