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HomeMy WebLinkAbout24 FITCH MEADOW LN Eledrk# /47.? 9b APPLICATION FOR BUILDING PERMIT Plumbing# 9401 24 FITCH MEADOW LANE /� WAC # ATG5 23944 Date: /G 9� Sprinkler# N0' FINAL APPR V4LS Estimated Cost $3,15-076 Bu�1d'u►g •s l8 19 pc7 COMPLETE RED BOXED AREAS Permit Fee $ Engineering .Z? TYPE OR PRINT ONLY Occupancy Fee S Jr. Affidavit SIGN ON REVERSE SIDE Appr.for CO. S Total Fee $ 4 TO BUILDING DEPARTMENT,TOWN OF SOUTH W 4 SOR,CT (Additional Cost) $ Th undersigned hereby applies to do work according to the following speaficotiorw Job Location 2¢ fife— . M e-x+aQ o w Lot No.41 Side of Street Zone Applicant e+GDc-c.l.t,r`A, /MAn-sL o''s-wp 15._s Tel# 4L+L'I —ZFIs� Address f* s, W I a-f x zip O6 o74 Lic.# Owner Address Architect `fe u N c:r9 .r Address 1;0 8 Cc..t.,L C+. M •�c_t!.c s try ti , Sq.Ft.New Area: 1st Fl. 72 itt 2nd R -7as- 3rd R Total New Areo 1434 #Rooms ( #Lavatories #Bathrooms / #Garages l GQ n- Purpose of this permit: 14 p l-eu►.�Si.�io,J ea 1� nIR. ...1 tStgd I Cry '� x Z3'737- , 3o6d.� City Water D Well D Septic System D Se Use Group _ Construction Type Jr Area 1 V Basem nt Approved by y Date fall R....d 6/ S TOWN OF SOUTH WINDSOR CONNECTICUT SIDE CARD STREET CODE LOCATION 1 OF 1 NEIGHBORHOO MAP/LOT/SDIV ACCOUNT NUMBER 010140 328010024 0024 FITCH MEADOW LANE 22EB 10915 4 CENSUS TRACT 4873 ZONE DRZ OWNER OF RECORD MAILING ADDRESS VOLUMEIPAGE PURCHASE DATE SALES PRICE U I N CURRENT OBIECHIE ONYEKA 24 FITCH MEADOW LANE 1758/114 09/30/2005 225500 N07 SOUTH WINDSOR CT 06074 OWNERSHIP HISTORY MCGILL MELINDA S 1009/070 05/21/1998 121900 U ANDERSON MELINDA S 1009/070 05/21/1998 121900 N C&C DEVELOPERS LLC/MARSH TYPE BASEMENT FINISH ASSESSMENT BREAKDOWN DESCRIPTION UNIT ACREAGE ASSESSMENT BUILDING CLASS 8 / 0 RESIDENTIAL CONDOMINIUM 1 120690 TYPE 1 FAMILY/ 2.0 / N FINISH AREA S/F AREA DESIGN COLONIAL 2 SEMI FIN% WET/LOW BSMT OCCUPANCY PUD BSMT FINISH QUALITY #CARS/BSMT GARAGE EXTERIOR FOUNDATION POURED CONC. TOTAL ASSESSMENT 120690 BASEMENT NOT FULL CRAWL% HEATING AND COOLING SYSTEM CONDITION PART°/. SLAB% 100 HOT WATER GAS CONDITION/DESIR/UTIL AVERAGE/GOOD EXTERIOR SIDING -1 VINYL YEAR BUILT 1997 -2 RENOVATION YEAR -3 HEATING% 100 AIR COND% 100 ADDITION YEAR BRICK/STONE LN HGT PLUMBING ROOM LAYOUT INSULATION 100 % FIXTURES BATH TYPE FIXTURES LAV TYPE EXTERIOR MILLWORK PLAIN 4 WHIRLPOOL KIT DR LR BR FR OTHER TOTAL BATH ROOF TYPE GABLE 3 MOD-PLAIN TUB BASEMENT DORMER(L.F.) 1ST FLR 1 1 1 1 4 1.0 ROOFING ASPHALT 2ND FLR 2 2 1.0 PLAIN FIREPLACES 3RD FLR DETAILED FIREPLACES HEATING DEPRECIATION MODERN TOTAL 3 1 6 2.0 CHIMNEY(S) INTERIOR BUILDING PERMIT•C.O. INFORMATION SINGLE CARD NO INTERIOR MILLWORK PLAIN PERMIT NUMBER PERMIT STATUS REFER ACCT# %OF INTERIOR FINISH 100 % 23944 LAST UPDATE 11/03/2005 PERCENT COMPLETE DATE OF CERTIFICATE INSPECTION DATE 09/17/1997 INTERIOR FINISH 100 05/18/1998 INSPECTOR CD WALL FINISH FLOOR FINISH PERMIT STATUS ENTRY DP BASEMENT NIL NIL PUD-FITCH MEADOW OPEN CLOSET WALL TO ENLARGE BAI HROGOVIOUS GROSS ASSESSMENT 91100 1ST FLOOR DRY WALL COMMON UZZI#16404;PLUMBING FOR JACUZZE#10430;CO FOR CLOS ASSESSMENT HISTORY DATA 2ND FLOOR DRY WALL CARPET '03 REVIEW-AMEND LOC/DEP; YEAR GROSS REASON UPDATE 3RD FLOOR NIL NIL COMMENTS FTYPE WHITE; 10/00 BATH REMDLNVYPL TUB;8/05 ADD AC; PROPHECY ONE LLC LIST NUMBER 01014 COST CALCULATIONS 13 DESCRIPTION AREA RATE COST MAIN 492 191.54 94240 1 sfr- 1 1 sfr- DORMER PLUMBING 4670.77 4670 22 22 JACUZZI TUB 1738.50 1740 CENTRAL AC 1408 2.20 3100 2sfr- NO PARTIAL 492 1.00 STORY 180 -79.40 14290 1.00 STORY 132 86.21 11380 B 1 1 sfr- 1.00 STORY 112 86.21 9660 OP 90 19.96 1800 1 GARAGE,1.0 259 22.44 5810 4 icgar- 25 6 op 2 SITE .47 60000.00 60000 BUILDING CLASS 8 / REPLACEMENT COST 199550 PHYSICAL DEPRECIATION 4 % 191570 FUNCTIONAL DEPRECIATION 0 % 191570 BDR 0 % OB 0% HTG 0 % OK 0% BI 0 % IN % SD 0 % WL 0% SIZE 0% LOC/OTHER DEPRECIATION 10 % 172410 INDICATED BLDG VALUE 172410 INDICATED OUTBLDG VALUE 0 INDICATED LAND VALUE 0 FINISHED LIVING AREA 1408 ESTIMATED MARKET VALUE 172410 OUTBUILDING VALUATION TYPE CONSTRUCTION FINISH STORY LGTH WDTH AREA AGE CONDITION REPLACEMENT PHYS. FUNC VALUE I 490 LAND CLASSIFICATION LAND VALUATION TYPE VALUE ZONE DRZ TOTAL ACRES SANITATION AND WATER LAND SIZE MARKET 6-1:FARM SIZE UNIT ADJ TOPO/AMN VALUE 6-2:FOREST HOUSE LOT 75000 6-3:OPEN SPACE FRONT ACREAGE 25000 TOTAL 490 LAND REAR ACREAGE 15000 EXCESS ACREAGE 0.00 0 0.00 0.00 0 TOTAL 490 PRICE TOPOGRAPHY LAND TOTAL VALUE 0 CB I / Tr-75.78' / 1 fi 1"5.p 6, \ \ _ �/,7 7'0 > LEGEND / 6s. ,;; / / II �.5 •� \ % -140-- EXISTING CONTOURS CQ '\ / -- — PROPOSED C i� 7F� �1,78 CONTOURS R = 88.00' 141xI R EXISTING SPOT GRADE / 1� / / ` \ ~ /• C I L = 73.39' (Total) \ \ h PROPOSED SPOT GRADE 00 \ -- EXISTING STORM SEWER STORM 01ZA1>1/A�E EASEhIFti1T ,y�' • \ , / \ // / I o�' PROPOSED STORM SEWER ro -rowN of SouTN k11Nil501Q \\h. ti ,, \ _ � / `� SAN.Ntnl �� .� ————— \ II �- 69930' EXISTING SANITARY SEWER L1 = 47°46'56" I , \ R = 1,18.00' ""° PROPOSED SANITARY SEWER L = 116.09' (Total) I PROPOSED MANHOLE C13 // ® PROPOSED CATCH BASIN d i ISTING GAS IT) 3'' G PROPOSED GAS votes: EXISTING WATER SE unlDE2 I,ot 27 ;� �`� 0 W PROPOSED WATER 1 . All iron pins and monuments to ER be set. g\3�� •. � ,[1 CO/15Tl�UCS/CYJ � � '� / v ° III 2 . Portion of the site is located in inland wet ?s3:��� N k4v)572,99 5g.ft 1. * �`� 0 I.P. TO BE SET / lands. Ex1s7-lN r� nF ran/�-1 vnl � �I- o o � �- p��51nI 011(D Qc, O M.S. TO BE SET � TF= 7N,7P I I v1 �rs goo' 3 . Parcel not located within a flood hazard zone. �'3 / z0 1 W1 \ I� Ix., 4 . Elevations and coordinations based on M.D.C.�- �� N a II x y ji "" �' °"""' STAKED HAYBALES OR SILT FENCE Datum. 9.,w 6x15T1N 1•P. 5 _ Electrical service to be provided by Connecticut N22'S2 LOT28 , Light & Power Co. _ Z (t a, 4.20 , / „QGQ , �l 9 A= &,ofa.91 a., EX15riIq M.5. / Q 6 . Location of existing utilities obtained from 1 N� erg• 2 g w' 1�0�NAGL` C�SEa1F� r m 22 IR o q,�Map) � y� ►�5/o. � �/ U./yQC. x � utility Companies, location shown approximate. p M5 \ Contractor to verify in the field - Call Before lA'STO2M 2AINRIIE �5NT. You TO TOWA1 5.WINv50R -`` � Dig: 1-800-922-4455 _ „� \[\ 7F'=76,39 7 . Zone DRZ . o' Z� l 1 q' o 1 F FL= (n8•e(a Q 8 . Foundation dimensions as shown on this plan are 74• _ [\ o, APP1�ox•cxrlT/ON `' �• 10 4. ti / for site design purposes only, Foundation Contractor N22•19 ,�. �fFr77�7 /•1c>rtSE � � will use • L h , / e Architectural plans for layout and construc- tion of the building (s) foundation. oc" _ v R - 30.00' 9 . This surve y plan has been prepared in accordance with x S �_ \ R0'� N , L = 33,f 9' i r z 1 Apt / the Recommenced Standards 'or surveys and maps in the FLFl126b Enl D \\ o State of Connecticut as adopted for use by the Connect- FL-70,o' �' / o\ r�\\1 icut Association of Land Surveyors , Inc. on September ` l \ 24 , 1992 . The type of survey performed is a Building P°� ors' � SU� �� r `\ \ ��° Lot 23 � .� Location Map, Zoning and is intended to de ict or v A. Lot 7 ✓�\ .� t \ 0 s �� �` �• the os ' _ p note v/ ��, �" J� F \ "; sAN Ar1� ho gtF t'A• _..,..,,�� p loon o� the proposed building with respect to A=3g78 •I� z b �`` a. 93' t1fL1,v(o9.W s 1Poa - -he applicable ;municipal setback requirements Boundary11 n z _ 9' -�\ �Tr- 7&\/7' o Qc 8 L07 -"o \ g / r determination/opinion inion is based upon a Dependent Resurvey •� of the ma rr � / s O•loc . � FL = �6.�3' �,,1'10,. S,F• \ p p p h• WG o\ 7 \� 0,12: ss p entitled Fitch Meadow prepared for R Squared, �\ \ cn ., %A / 9- ? �o Inc. 62 John Fitch Boulevard South Windsor, Connecticut" \ By Torres Engineer4ng, Inc. This survey conforms to 9- `'O �� �,�r� -,� \ Class A-2 and T2 accuracy. This survey is subject to such V \ ce 9 3" rql a� . 1\ facts as an independent resurvey may disclose. ^ ^n� o_ 0 3s^16'22" TF- 75.88� o a \ 10 , Backflow reventer valve shall be placed in the footing /�/�F , lN� .LA ( KJMf�(�1 M• \�c / � - = 38,00' ) o� `A\ _ FL" 7/ ,�'r 2 ° y�/p �_ a' p �� CIIcJRP, N v / ,/ LO L = 9 .69' (Total /L �o \ A \ �,��'j drain line. xN/ Ali S;p93.0�5 6 � e\\ .� f ul ,T1NG 9', r C° \ o.be Ac. a' 1�OIJ�S� \ � \ Ct \ tea, b. S 1'�x�n/�JA ri/an/ \ // �\ 11 . Soil Erosion and Sediment Contol Contact Person: Ar'-76at /" / \ \ Q �"' �l; O\ ` Andre' Charbonneau, Jr. , 55 Sandra Drive, S . Windsor, h r \\ G / � �° �- �' ./ C(3 1�/0 -•, \, 0 [ ,�5° \ 22 •�\ �� ti / 'oo.\ \ CT, (8 6 0) 5 2 8-8 8 2 6 =7 0 2=88.00 4) P Z 31 \\N1 Prop / Cb Co/ < �`'�• J t�A z //Ou5 c i Esr \ / / 2 / y / OP Fl"" 7&$Ci �G 57' SA�cI.M1 I g �g. ti a / ti� \�`so cb- \\ `� // �� •, yti / �o• AR.L-/•�=9,095,205, 71c- 77,Co .� �� I / AV � �C6� 6� T��• � ) \�\ c O col. A /� //•� / CLL A 7 /1 SLOhE 2% 1�f / 4- t •08 43" 7. / a / i 36.27. / /D CF to"/'�C /�t UNI +Z QGi' d>• FL= 72, cn \\ �� \ 9 I F- -7 7, Cote' v. ',r-. C�VCr2�c►iCv l ��' ,,I ob 0 ; *+ r No. oso �',77,9066 I `s•0�7` <�c'< '�0, l� •'°�'�'+ F - C , ? .Tr- 78 21-I v"t p i „fi IV 7 ./P�' — / i. �46 / o a Y N. N ' w MiA1, ro r�ZOP /fotJS� ti[`9 �, \ / cG 1 C,�Q'� , I riF=78,loO / EXIST/NG /(UVSE nn 4 I �� \ \�, w 1� 1 Q. i FF- 19.5` Tr" 77N8' y'qs �/i \ � �� .:,�` �. 72,So` C�iVF y \o L �' 80 1 +a+ I i I \\ w \, \ .y�q %CF P E r1Q,,� — 5 / cat I /V :J e rsi �� �A _ _ n!\ � %I �-_c+y 77,4 ! M °) / �c4. 1� S' I R = 1�5.00o f I I - - �'Cj ,xas U R V °prat ,�' ,• B�, I M - G c,,,abRnK . \ „ ��,, a�� - - - --- �� -- �� I I \ ��� - BUILDING LOW {ON MAP ZONING to PLO PLAN �'ti GED / \ \\ T 4 ,!1 / `° h hti A = 27.16'25" i i ` ,I. �. Sr 71, 0.1 g Ac t I Lot 2 ��� = 59.50 \ \ 74--L LOB'S 3,Q5 & CiJohn F"o•15 ac. � itch boulevard f�oufie 5=B0.0z' ' n�a.goy'�f+ /i � / / I / 4 South .11VindSor, Connecticut L=4s.ox Prepared For: • ' ' 15' Sq^llTARy SEI.JER E�'SEPI�NT � '• -- — — .L-40.00 � i _ L=73.42 CNr1R/3o/vNEHU — ( r ,_ 00 C&C Developers, LLC/Marsh Enterprises, LLC J.V. 1� 1— R = 5629.65' I �� 1 ��= f f5• 1'12" ` ,� Contact Person: Andre' Charbonneau, Jr. ._ ------ ---_— L = 239.4T (Total) •�. \ / L = so•4� \ r ' 55 Sandra Drive, South Wind sor, Connecticut \ 0 = 78020'27" (860)528-8826 R = 25.00' J.R. RUSSO & ASSOCIATES I ,. LAND SURVEYORS & PROFESSIONAL ENGINEER 1 SH OH A M ROAD -- � L\ - 00°14'57" 0 = 00°49'05" n = 00°10'32" R = 5654.65' R = 6654.65' _ EAST WINDSOR, CONNECTICUT 06088 NIF 5Tf-17-C OF' C011JAJ,5C7_1CUT '� L = 24.59' ,� L = 6664 65 623-0569 JONN FITCH BOULEVARD _ -- — - _ BY SCALE DATE SHEET CHECKED NO. /0-7-969C00$O OCT1 0 1996 ,t South Windsor BUILDING DEPARTMENT OCT 1 0 jq ---JI TO THE BUILDING DEPT. TOWN OF SOU':' W'ND'a0k This certified that this plan and sof�a�terationsrtorha copies of the proposed building Rrected at Stroat ty..,n .,nd M1 with amendments stated in IPP I-"ah d 1 wah 11 zc nIOBr together agree to comp Y Plan and I such orders as "-11-II be flied with P state laws and ,•eney Building and a Building Department during P`-'`°^ issued by lication and final issuance of a buitditif of this apP permit.�/� Signed" ndition that A ! subject to the co L7' This plan is approved puiiding snail (r orders and ordinances MR complied with. These filed Wlt> Conditionally Approved A. �uildio8 inspector Date l-O / 1.5•UV / TF-75.78' / / )r �� LEGENID 1. All iron pins and monuments to be set. / F : 7/,7�'(tN1 �' 2. Portion of the site is located in inland wetlands. �1 3'2'CourM'%�w --140-- EXISTING CONTOURS Cis \\ �,� V - Q}-- PROPOSED CONTOURS 3. Parcel not located within a food hazard zone. ° F% 7.?,78' 141=1 EXISTING SPOT GRADE 4. Elevations and coordinations based on M.D.C. Datum. / 0 = 47 46"56" FL' 7/,69 R = 88.00' 6- 141.1 PROPOSED SPOT GRADE 5. Electrical service to be provided by Connecticut Light&Power,,o.. 1 C II L = 73.$9' (Total) oq ' \\ EXISTING STORM SEWER 6. Location of existing utilities obtained from contractors field note and field fib A �I � ; ' .�. survey, locations shown are approximate. Contractor to verify in the field-Call / QP � �I' 2s'0� PROPOSED STORM SEWER Before You Dig: 1-800-922-4455. `4- 5HN•Md EXISTING SANITARY SEWER 7. Zone DRZ. / EASEM t:1J T � � -f•F s 7 5.4:i' / '>R,. •ca' 7o TOt,uN of S�oUTN W tNL50R '�i ,� ti I11 FL� (p9�30' c�o.o'► b - •�"-� \ �►5� PROPOSED SANITARY SEWER 8. Foundation dimensions as shown on this plan are for site design purposed only. A = 47.46'56" I Slz°35 \ � Foundation Contractor will use Architectural plans for layout an f construction of �`� R = 138.00' EdcE a�a�stN I �' L = 115.09' (Total) �� �� 6 PROPOSED MANHOLE the building(s)foundation. ? �► �`\' .� 0 PROPOSED CATCH BASIN 9. This survey plan has been prepared in accordance with the Re;ommended , �I \ o�. - EXISTING GAS Standards for surveys and maps in the State of Connecticut as adopted for use o 'TF; �j,��� � \ by the Connecticut Association of Land Surveyors, Inc.on September 24, 1992. The type of survey performed is a Building Location Man Zonirgq and is intended PROPOSED GAS G�- to depict or note the position of the proposed building with respsct to the applicable municipal setback requirements. Boundary determination/opinion inion is EXISTING WATER p q ry p based upon a Dependent Resurvey of the map entitled"Fitch C.leadow prepared =t2 �' for R Squared, Inc.62 John Fitch Blvd South Windsor, Connecticut"b Torres ,6V,,ST/�ou5� h o, W PROPOSED WATER q y I 1 , � I I 1, � � Engineering, Inc. This survey conforms to Class A-2 and T2 A,:curacy. This w223 ` FF=76,z"/- �// R: y 977,85 s��;t \ ,�°�'•�� O I.P. TO BE SET survey is subject to such facts as an independent resurvey may disclose. / Q Gt;, , ' =73�4- 17�y 5 C; M.S. TO BE SET 10. Backflow preventer valve shall be placed in the footing drain ling. / _\r EXISTING DETENTION C6Y►'IZ °x Q SIN TF=-711 I� m y {� �' 1' \ '�' "■"" " STAKED HAYBALES OR SILT FENCE 11. Soil Erosion and Sediment Control Contact Person: Andre'Charbonneau,Jr. , (IN E� iu C i WG Z I� N O r-� u_ �1•`lt,rw\ 55 Sandra Drive, South Windsor,CT(860)528 8826. �-70• four) J*' 09 z GOE :a) I V'\ 9420, EXISTlNC1 M.S. 12. All buildings are slab on grade construction. ® 0,c,,---/-Ze-TIUC r-14Y_ �. F N/ , �qH' 2 o U, 7"�,r.r✓PNoN� 80>L �� !- ?l1' INflCS 1✓ASENENT7a _�- �q. o �r�, S �o �j G• CI'QANT 7UN/FG1r♦A'WNIJEA(I 2D'SToRM RAINKE Ss/y7 crr \ ` 1 \ `\ ���� � TO TOWN 5.WIN65otz �\ _ +�►'+ \ ` SAN lyf� I y d = �3o22'y7' TF=75,3q CX ROB--�i� 'O�"`+� \ \\ \ N F4= Co8•d(o \ �� 74.17' N2�-1(1 , \\, 1 � f , �� f p8" JqZ co °�r N^ i%Ae6b END ' / 177• o \\ - ` \ y�� \ vt FL--10Z 0 J ,E)JST. NolJS� rz nFS IrJ /, I� Fr= 77,8' v 1 T, c �\ Y1 \8. \ rb o oy A2 FF=7(a.8' I' o .00 / 6��� ^q Lot ,Y > / / / r _ \ U\ \�, I \ 5�1 N MII �q0 /3 9� A 6 H�06i.(a(v ya,�E ;,�,7- 3D \w \ -TF- 7(.P. �' / 0 �t o,/ ac, / �'A=397$ I� .Ft �5� o5 FL= (00.'-1 ^ \ \ t 7i0' s'F' \ yi TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS s f °a °j' MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. \� - o.I12 AC s. o �F 1 / / ��'•� •09' 1 �` V'� \ cp s? a \\ / '_ lsr Nov. �'- dl FF.:79.3 GAR,FF- �8,x. \ r �-. `.C1 = 39°16'22" \n� Flo' 71 ,R 2' 01 •T ,y F[s i-W.�'- 'V (�Rck •loy /0 3 _ TF° -1 5•E6 a 'S0 `{�` \ y cn: �,G-t 0. , / - R = 138.00' f\ �� r; ,� / (l!/F �NiYZ� •(, e, K//�K[,4 M. Lot 6 / L - 94.59 Total �o < \ ! 9 h CHAR�w� l/ / �� / �EuIST, /{OUST Ir0\ ��� ,��.</L,ES��''p�'ed�av o \ O./,aAe. FW5T/-NOU5Z �A, �\ \ �. \ / / 0' / L \ / r \� F„(ti% �\ D= i°iV22" r, y`.6-,74' 4:1' j� / J PH RUSSO, L.S.# 8048 °rttaaanttttits / FF=78,O , �h �y GAeFf=726/� C(31f/o \\ \ \�i�?5 R=88,00 \ Ir ./F a.R / / TF=7528 I+� `� ���% \ � L=Ca0,32(ToT�1 s- /, ^t � ���y tea- � \� ' � �� •L�- `S'ti��p SDR.3S 7 �t / FG= 71.So' � � \ + Y \Q ~ �`S �'' t' �6 "/� �Jp\. \\\� /' pytp7 y 59..J _ 411* \ / w � � � •�� � ., / P CZ 7 &J67. 5,4N.M14 �9• .°� �, TF- 77,.7 ,y // �g f1K =9,095.20s.F �. !' l" 'Iv=(07, 7 / a ,I rl '°L,y yo: �\ s-9\t \ 50 �° / .'4n '� 0..21 AC./ / 5 `77 �, `•62, na A'r� T C' '�+\ `'1�q �\ \ 0 _7$ 4� � r(b �( /l •�60 /0." I •� g w. of Q01 �i l Sic•t ' �� 6\ r°`b �� R •c' `r\ \o . ?� 6' / S t Ti9R1' S�,kIE(r �i'RSE'IYIicNT F• N �� _ - ��A d� �'A� \\\ / �. \\ `. Al /----- _ S4- + q3"E 1' f /+Y MM - / / \ \ „�Cj� \ �. �v �t9 �O(f1T/0%1 ANb Eo(_EI/�4TiDnl of iEXtST. S�klirA��! '���..E •0a „� T r tz .'� - i Vjsr. NOUS,E''i �, \ �. ,•t jo \ / Ar 7HE I W_<Z5 "t.,4E PP-OV1AEz 54 THE mow. tK AIDI I /3.o GRt4 FFS 7'78 �lo M� :0 _ / i dry CoM Colo' `'o \F C # °h-'J' SHN Mhl %r\ 7"F-�7•�� �� a / / J \-re= 743 zti ' FL,72.(01 •�uIST#ous�E t / .%l l� GAR FF.78.�f _CPa 8 y�� \ - s \� \ '.� Fc,-74./± 0 = 40.04'01" / = - 7 Fc r#3 >; I .011 \ �� \= R _ 175.00' P.r\/• 8 ,Z7-9 54�4�-y. ko ,4,,s,Cam,7,�7, 2q, , 3o Cl) MI �� �.= - CcS.fo4' CC--,/. �ZZ-r1-7 `L 5,q,,,,1. � aT A Z 77QQ �o �.� AS-Built • �P C - , I$ _ \ FITCH MEADOW 27°16'25" ciiD I o �`�'•��°` R = 125.00, \ 59,50' \ Lots234567272930 �46 > > > > > > > o 4 7� LOt 2 /✓�T/ / 5 �"N Mho \ John Fitch Boulevard (Route 5) A•Cv,3`io.5�5�,it• / FL- 72. ;ta \ \ IY \,\ aZ6�( , �qT \ South .Windsor, Connecticut Prepared For: C&C Developers, LLC/Marsh Enterprises, LLC, J.V. -- L•=46.02' L=4o.o0' / P p SAN/7�ley S A?16'9 s��/ n�7--- _ - - - - - -�3.4x _ \ Contact Person: Andre' Charbonneau, Jr. cr�a_9�VNe_gL) - ' �' - �' o = 115•a1'12" 1 �� 55 Sandra Drive, South Windsor, Connecticut �--- � R = 5629.65' I R - 25.00 L - 239.47' (Total) L = 50.41 \ \ , = 78°20'27" �� (860)528-8826 = 34.18" J.R. RUSSO & ASSOCIATES ""'---••'- _ N. LAND SURVEYORS & PROFESSIONAL ENGINEERS 1 SHOHAM ROAD o = 04.37'13" o = 0o°14's7" 0 = 00°49'05" o = 00°10'32" EAST WINDSOR, CONNECTICUT 06088 R = 5664.65 11�, L = 456.00' R = 5654.65' R = 5654.65' R = 5654.65' 623-0569 L = 24.59' L = 80.72' L = 17.31 /41F 5-1-H'TE UF C:>N1.J�CrIL[J? BY SCALE DATE SHEET CHECKED NO. JOHN FITCH BO11LI=YARD K« /"=Zo' 6-/7-97 of / J,C t2 9UO80 i 1, to tilt B''It * This eertifi-d that this plan and specit#Cati ns are tru. copies of the proposed building or alterations to bi er1cted)r at,��� Str.,.; together with amendments st:Aod in .:ppii,ltlon .. ' 1 filed with plan and I „groe ti cnm.Rly with -11 zono. Ruliding and state laws and such Irc',,rs as shall issued by the Building Dep_,rtm,nt d•rring pende, 'f this application and final Issuance of a bulldmr permit, Signed his Plan is approved subject to the condition th+ rrd,:rs end nrd v,inees regalaung building shall bt F�Ird with Conditionally Approved These filed with Building Inspector Clerk CAPR 0L Date 9"NDSOR DEPT +Ito . F ;: hA L (L&-,q- 4� DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: ,21 BUILDING DEPARTMENT 1540 SULLIVAN AVENUE Bldg.Permit# SEP 644-2511 ext. 230 Date ding Ins or Application must be printed or typed FEE SCHEDULE � � /� Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANTdr APPLICANT ADDRESS f6ro Cif d�G7 Y I APPLICANT PHONE# r_aG / OWN SFq OWNER 6iz'le &z t�i-7S¢�OWNER APDRESS ///�h e not--1 14/¢ O • a OWNER PHONE C = ESTIMATED COST$ IS THIS A CONTRACT COST? —Yes 4--No FEE ENCLOSED$_� s C� rI S O�� TYPE OF JOB: O R'C k"N'ew Installation _Alteration/Addition/Repair Revised 4/0192002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ❑HEATING ❑RESIDENTIAL lowc ❑COMMERCIAL 0 VENTILATION ❑INDUSTRIAL HEATING 0 STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTU" °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) TYPE OF FUEL 0 OH,-GPM OIL TANK LOCATION:0 INSIDEO OUTSIDE CAPACITY ❑GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL C LING EQUIPMENT(INCLUDING MAKE&MOODEIN9.) �,2 S_c Z TTir� /Jia '' �� �A74 2-o1�/.�/GUd� TONNAGE COOLING CAPACITY(BTUH) �� GdY/ VENTILATION DESCRIBE ALL AIR HAN1 ING EQUIP (INCLUDING KIT, UST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM)�� FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY AP/PLICCATION) �+ FURTHER DESCRIPTION OF WORK sus 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. fz S C CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLEC DATE .F. W. Webb- WebbConnect Online Ordering System Page 1 of 2 32 WebbConnect I Conant AM ordw ordw Quaw" We�0&*#GW fe ord.r Pad Pad Enbies � cakula w For WebbConnect II Support call Webmaster at 781 272 6600, 8AM -5PM Return to Heat Calc User Menu Building Information Rooms Name Mark Mansir Click on room label to edit Location 24 Fitch Meadow La. Exterior South Windsor,Ct. Wall floor Upper 100 Label Length height sq. ft. design temp. bed room#1 13 8 169 Lower -10 design temp. bed room #2 11 8 132 Room temp. 71 dinning room 22.4 8 120.6 Leeway as % 10 kitchen living 41 8 359.6 Number of 5@400 roon people Ground 50 office 25 8 161.28 tem p. Cooling air 50 Add a New Room Warming air 120 Change Information Calculation Building Rooms Gain BTU 18720 Gain Gain Loss Loss Base Loss BTU 27137 Label BTU CFM BTU CFM Board Gain CMF 624 bed room#1 2606 87 3800 72 7 Loss CFM 512 bed room#2 2378 79 3287 162 6 Base Board 149 Tonnage 1,6 dinning room 1724 57 4553 86 8 kitchen/living 7523 251 10181 192 18 roon http://webbconnect.fwwebb.com/bin/f.wk?wc.hc.room.process 3/30/2003 . „ .., 3 F. W. Webb- WebbConnect Online Ordering System Page 2 of 2 office 1 2489 183 II 5316 1 100 10 For WebbConnect II Support call Webmaster at 781-272-6600, 8AM-5PM Back to Login I Current Omer Pad I All Order Pad Entries I Order/Quote/AR Info Home I About F.W.Webb I Products I Locations I Programs/Services I News Copyright®1999-2002 F.W.Webb.All Rights Reserved. http://webbconnect.fwwebb.com/bin/fwk?wc.hc.room.process 3/30/2003 _,. . i -��