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HomeMy WebLinkAbout25 SUMMERWOOD LN DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT IO0002o APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 i Date Buddin"Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT rcc� C_0 APPLICANT ADDRESS �U$ S v\�Svcs r� (�.► e- S � � L� APPLICANT PHONE# SOW N St OWNER Ch4.,nn0,,50o.A(u, N CA--, OWNER ADDRESS 2 6 c- <%e OWNER PHONE �A% 2 H\ b C. �q C ESTIMATED COST$ `60 . a � IS THIS A CONTRACT COST? ` Yes _No � FEE ENCLOSED$ TYPE OF JOB: SOR-CD _New Installation I�C19- —�teration/Addition/Repair ap`(�oov�(o APPLICATION FOR PLUMBING PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL ��11 BUILDING PERMIT APPLICATION? ❑ YES NO BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION 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 ❑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 —N'f\&-m c t-�- MANUFACTURER n,M Q a DESCRIPTION OF WORK V.14z tc \ JZ, C a .— THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE a • APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT.230 NUMBER DEPARTMENT DECISION APPLICATION IS HEREBY: APPROVED: t BLDG.PERMIT NUMBER. I DATE INSPECTOR LOCATION OF WORK: APPLICANT: OWNER: TYPE OF STRUCTURE: ❑NEW BUILDING NAME: pry I o MyN D NAME: G ❑ADDITION PHONE NUMBER:f t el 5( y7ly y PHONE ER� � ,_�_�� xrcTIl•rG BUILDING �' 7� ADDRESS: �O. ,nY 7�n 4 ADDRESS: y7� �,�2Pulvcc� ba..l� - TYPE OF USE: 7� SIDENTIAL ❑COMMERCIAL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: (10 i�Q 3 R 6,g6keA, ` L-x ►Q J:t' SIZE OF SERVICE: fn( �� d tt 0 , �I ii lva4 kt SIZE OF MAIN SERVICE: �� U Imo__ NUMBER OF METERS: e{ FI Q NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S—ff LID NUMBER OF SWITCHES: NUMBER OF LIGHT FD(TURES: FEE ENCLOSED:S -� NUMBER OF A/C CIRCUITS: FEE SCHEDULE:S18 PER S1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS S1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF TBE 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.: C� E: STATE: SIGNATURE OF APPLICANT: DATE: �o/fo C;RAN M(-1N / \ // \ >/ .... �.✓/ '�'L-72 � �✓ \ \ SMH ♦ � \ TF=72.19 LEGEND / � / ♦ � / � \ EXISTING PROPERTY LINE / // ♦♦ / \ \ \ -� C> AS�A/N ------ PROPOSED EASEMENT BOUNDARY / 7 Q IRON PIN TO BE SET PROPOSED LIMITZ11 O �-- \ \ PSMH#1 S/ • EXISTING IRON PIN / / \ ♦ OF (,LEAKING/IM '} \ / \ ``� - (V.=-59:5& 59.12/T�F ` 70 -- EXISTING CONTOUR / - MO 55 ® PROPOSED CONTOUR / PDMH C ♦ / �'J CL \�♦�, �� x70 PROPOSED CONTOUR �/ / ups / IV 927564.65 �� \ CB O --Zl- PROPOSED 8 PVC SANITARY SEWER PIPE AND MANHOLE �_ / (, / _ r `\ Tl S PROPOSED 4" PVC SANITARY SEWER LATERAL -�""� v�iC`rO / ✓ kg 1�I D 1 \ � o �� 521;�Qp •U�r PROPOSED 8" DUCTILE IRON WATER MAIN W PROPOSED 1 COPPER WATER SERVICE LATERAL ® PROPOSED DOUBLE TYPE C CATCH BASIN ` 3 oFR _ PROPOSED TYPE C CATCH BASIN e O +�' J 76 `�' \\ \\ \\ ,� TF=69.95' ESMH ® NV.=56..95t 55.50 qos ��� ♦ ♦ �R=50.00 O PROPOSED STORM DRAINAGE PIPE (SIZES VARY) \ \ �h� �� T'F• ' 74,g x � ' O� ♦ \ r,� ��...,,�r,,../ L=157.08 D PROPOSED DRAINAGE MANHOLE TMo -as.oe N�?O �Q-J Cc] PROPOSED 24" FLARED END INLET STRUCTURE \ �O//�� f- �_ RL ``� �^+^^^ PROPOSED LIMIT OF CLEARING/IMPACT !/� -' ,�'�gF^k \� -_ C• x72.25 x x 71.5 TF:71.75 ♦ \, tNO a 0C.O. PROPOSED CLEANOUT \ 0� � `' 1NV(12"):63.,55 `\Sss\` 0 / \ / m R� L CqR ♦ 38, co �28 .26 ��i � • � FNT D 8o E � , l \ �, `�1r � ♦♦ 9 1 \ / VpARCEL /A F,_�_� __ 5 h ����° '� _ >'_�7© zer _ - 6.2 66�Acres Ft. -� ( ter. �o BS Mao72 5 ♦� z t r STORM DRAINAGE STRUCTURE TABLE '� x71.a7 �o H, A=42'20'2 IDES AREA F R.O. co . R=60.00 STRUCTURE TOP OF FRAME INVERT / Q` y 1`3g9,TgGF 73. �3?S L=44.34 CB1 -i'll 70.28 6:7.05(15"out)66.78 / C 1ti 1 4 y •70.3 SF \ T=23.24 � INV.- \ =42'20'22 C62 -�83.i 70.28 -6f 98(15"in&out)66.2 OAn F x o.s5 y 2 PSMH 2 X=60.00 �� \ F. CB3 -79.85 70.35 67.80(15"out)67.25 SV,y ONq 1995 S'F. W. INV. T=23.24 \ (7y 400 nro ceR 7t.26��a a 70.31 CB6 Mi � \ C64 _Z0.55 70,36 -5418(15^in CB3)66.96 B \ p� MT.O W- COD °� v CB �/� TO BE GRANTED TOTHE > \` -64.68(18"in B5)63.96 R .C`T_ ♦_ ` \_ _ n.. c�7 7R � / _�! n(1- Tnw?,l (1C Clli ITN UIIAIlIClIO / r ' -�_ '^ .._ -e4-e5(24"out D1)63.9s �IRR� CBS -71.78-71.4s -648�(1s"in ca68out) 78kFgTF 1 iSss CB6 70.10 66.75(15"in B7,CB8) / -`- ♦ 8 ay�� 4, S ♦ ' 66.50(18 out CBS) PROPOSED LIMITS 6 o s M3 CB7 70.10 66.85(15"out) F CLEARING/IMPACT k' k 1cOTTq // '^ ' - ♦ �S ,390hM \ TO CURB ' o.sz iy ♦ -� 6 -"_ --, l DI 71.75 63.33(24"in&out) SF k C p M 64.85(6"in FD) \ qRR/ O O� FE N/A 63.35(24"out) \ �' �7 F oR kFghF N Z z PROP. N x to D2 71.85 64.38(8"in Ill nC� Q Q 4 NT =� y ' (SEE 1 63.94(8"in Ill \ \ SOR x o 63.73(8"in FD) � \ �j '7 pOROjy 72.0 71.75 .� 6 + •-� p, �O CB �� � � -- \ 63.15(15"out) '�`Q� ° ` COT 0 F. 7 ♦♦ 4 40 � 139 Tqc \ `' INv-s1.s � �• \ sw° cry n_ �s• . A Sty 14- D4 71.00 63.40(8"in Ill \ S L o F >�, 62.810 5"in&out) qOS N N.! SF v",r - C.O. •j � 7.Tr w,,,7�•no \ 74 D5 67.90 61.31 61.90IlinFD}out) \ \' \`♦ S<opoTTOM'O�Rq �2 �ry OLT1 68.55 63.00(4"in67.50 ) 61.85(15"lout) - -� --- \ `_ O` FRN S O/F� 72.0 x ` � ? D3 69.00 59.85(15"in&out) \ �� F� t,79s SF'. k \ 3.25 / 7 63.60(6"in) \ \ \` 0 T.0.5Y•73.76 ~ � ¢✓ 3 ,/ // \ c68 71.s7 6s.so(15^out) \ _ PD H-A ___ \ ♦ ll I V(12" 62.4t 'so cF r ® �' ® ,-• , 1 p \ STORM DRAINAGE PIPE TA99LE os !;" ro'ss� 3 0�• °'� R 1668' �3^' - 69 q N` F "ss S.WtO SOR Y5 '�", LINE SEGMENT PIPE SIZE LENGTH SLOPE ��- -V' ♦\ 7�O F soo YS 1816 3F T,p�+J,. -7 CB1-CB2 15" 30' 0.5% �� \ SyFC �p W0 CB2-CI 4 15" 205' -4.911; .9 \ ` 7-0 C63CB4 15" 39' 0.5hLi B7-CB6 15" 20' 0.5°� _ - \ J�•� ye�Fkis T/TyN CB6-CB5 18" 305' 0.5% Sw ` ♦ RFFS 3S• xl(,F 6 ") / B5-CB4 18" 88, .a.5.6._0.7 0 CB4-D1 24" 140' 0.5% \� \ \\\ \,11 \ \`♦ N RT Y ^ �� / DI-FE 24" 75' 0.5°/6 ^ \ �\ `\ \ / / • �• / ` D2-D4 15" 72' 0.5% 7 D4-D5 15" 300' 0.5°k \ � \ � \ \ \\\ `♦ � O Il 15" 284' 0.5°6 OLT1-D3 15" 17' 11.7% '- SEE TER QUALITY f D3-EX.CB 15" 61' 0.57% \ !\ \\ \ \ \ \� � 0 CR"'N S O/V(,, / CB8-CB6 15. 125 1.48% \ \\ ^ US -SN / / / / \ \ C/�C q� OU / BAS EET 9 G O� SANITARY SEWER STRUCTURE TABLE / \ \ \ _ _12 OLTI STRUCTURE TOP OF FRAME INVERT \ N 8` / O k SMH#1 fll70.32 -59.5659.1 START CURB SMH#2 74.ff 71.00 -60.65 60. RO CURB HEIGHT 6 SMH#3 72.38 61.65 q \ � \\ O / � �\ ---� SMH#4 71.83 63.15 5 X 100.0 \ \ \ ` -� ♦� /p/ / / �: �' END CURB TAPER \ o \ \ 1� SANITARY SEWER PIPE TABLE a RB H©GHT 0" \ \ 20 44'�\ ♦♦ ll 1/ b. LINE SEGMENT PIPE SIZE LENGTH SLOPE �O X 100.3 \ \ S66'15�`7\ \\ 5/1'42"E / 66 SMH#4SMH#3 8" 300' 0.5% \ \ '~ ' 4.9 3 Uj � � � 19.41 (EASE , : N' SMH#3SMH#2 8" 164' 0.5% SMH#2SMH#1 8" 254' 0.5% � \ \ \ 6 1 07.5 7" > , SMH#1-ESMH 8" 121' 2.16% �,�0 \ N07• / �,� 2 3 ,84 ExIST. B O _ ��;;'' • \\ O /,ti"� O 62_C. CB EL TIALLIsn°NG NOTE: ADS STORM PIPE MAYBE , A??lpp,,. ' ` �o ' °� ,, TF=61.35 SUBSTITUTED FOR RCP STORM PIPE. V4t 1 ? "�� \� INV=59.50 -/ NOTE: ENTIRE SITE IS PRESENTLY WOODED. , / EXIST. STORM PIPES cQp NOTES: \ / C< WITHIN EASEMENT) 17, t O BE INSPECTED /�� ' O �� C_EANED/REPA] /REPLACED ' (V O ^� AS NECESSAR . \ 1. ALL MONUMENTATION FOUND OR SET IS DEPUTED HEREON. ry �• o�',D� DRAI GE EASEMENT IN FAVOR 2. HORIZONTAL DATUM - NAD '83 TYPICAL CURB TAPER ' �, ii HORSESHOE LANE ASSOCIATES 3. AREA OF PARCEL = 277,662 Sq. Ft. UNIT 1 AREA = 4226f S.F. 6.37 Ac. N.T.S. NO ADDRESS a 4 "� 4. ROOF LEADERS FOR UNITS 1-9 DISCHARGE TO BASIN OVERLAND VIA SPLASH PADS. 0.09f All 1 5 DAY DRIVE f��/Q � •� ROOF LEADERS FOR UNITS 10-17 DISCHARGE TO BASIN VIA 6" PVC STORM 2 11 DAY DRIVE M H PIPE/STORM SEWER SYSTEM. �r 3 17 DAY DRIVE 5 PROVAL OF TOWN NO ISTANG FF.rHICLEARING WITHIN BUFFER TON 35' BUFFER WITHOUT RBEPDONE ONLY 4 25 SUMMERWOOD LANE 5 27 SUMMERWOOD LANE �XtS�N�pNopR WITH REPLACEMENT OF ADEQUATE PLANTINGS AS APPROVED BY cti 71 TOWN STAFF. 6 31 SUMMERWOOD LANE C2 �� 6; / 6. CONSTRUCTION FENCE TO BE LOCATED AT 35 FOOT BUFFER LINE 7 35 SUMMERWOOD LANE / - cfl (.0 Wr� THROUGHOUT THE DURATION OF THE PROJECT. 8 39 SUMMERWOOD LANE / w w N A=77'40'04" 9 43 SUMMERWOOD LANE EX. CB �► cps MAP REFERENCES: L S APPLICANT: 10 47 SUMMERWOOD LANE TF=5s.90 w A c� A=05.59'45" �, R=2o0.00 1. PLOT PLAN FOR NUTMEG COMMERCIAL CENTRE, NUTMEG ROAD, & S. SATELLITE ROAD, UTE • 'T14 IS pL,,l N C'o of=U� S TO �P�jV� cjl� �; P �U 11 51 SUMMERWOOD LANE INV=5 900 Cl R=200.00 � SOUTH wTHRO CT. 1 =40 DATE 5-21-87 REV. TO 10-2-87 FUSS & ONEILL, INC. HORSESHOE LANE ASSOCIATES, LLC 12 50 SUMMERWOOD LANE INV=54.90 " L=20.93 L=271.11 SHEETS 4 THROUGH 8 OF 11. Q Z T=161.00 10 8/31/04 ADD FON PLANS FOR UNITS 4 & 5 MHA 18_3 ARTHUR DRIVE 13 42 SUMMERWOOD LANE V=56 10 \` 14 38 SUMMERWOOD LANE T=10 9>.7 9 7/26/04 ADD FDN PLANS FOR UNITS 12 & 17 MHA SOUTH WINDSOR, CC��NECTICUT 06074 15 34 SUMMERWOOD LANE 8 6/8/04 ADD FDN PLANS FOR UNITS 11 & 15 RAM 16 30 SUMMERWOOD LANE �O•� 7 5/14/04 ADD FDN PLANS FOR UNITS 10 & 13, ASBUILT INFO RAM TEL. (860) 644-9603 17 24 SUMMERWOOD LANE ,(t 6 11/11/03 ADDED FOUNDATION PLAN FOR UNIT 2 RAM a„x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 360.291 .8755 PROPERTY SURVEY RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE m INFORMATION. ALL EXISTING UTILITIES SHOULD 5 $/19/03 ADDED ADDRESSES GBS STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE �'QpQ(�� e o C� p�,p� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 4/21/03 CHANGE ORDER #1 SAS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-3. 40 0 20 40 80 ���n (SITE PLAN) SUMMER WOOD 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3/24/03 PER PZC APPROVAL ,IAS TO THE BEST OF MY KNOWLEDGE A BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. if'ro ■ ■BY A LICENSED LAND SURVEYOR PRIOR TO - essional5 inc CONSTRUCTION. 2 1/28/03 RELOC. BLDGS/REV. GRADING KMI ✓ t IN , �' ■ DESIGN.KM/ DRAWN.'KM/ CHECKED: GBS Summerw®®d Lane IMPRESSION THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1/16/03 PER TOWN ENGINEER COMMENTS KMI 12882 1 inch = 40 ft.GNATURE I Civil En ineers Planners • SUrv@ ors CIS JOB No.: 7468 DATE.• Nov. 26, 2002 OFTHE RO ESSIONAL ENGINEER ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. g y South witil ®�9 Connecticut / 165 south satellite road south Windsor • Connecticut 06074 ORAK?NG NO.: JOBS 7468 7468-7.dw LI Ip, SGuth Wnds,,)r, BUILDII�,C, DEPARTMENT �00, —c-,eq P,'P" S,q b."d IS to toguthe, th "toc, —L.Q0 _.�-4 a ItIt.d 4rc., 117 a, St. ap 's W,th y l _Fermi{ ap Mot, ch "lln ti Me of duringIt Ge i—. I0, 1"Je rhi. Idi'm "o"s and is ed b to C"d o ,ti' -ith. a'Ic L' es 'Agulati's cnmil builn n that A,,roved 9 shall dshallb rhes, ,,_ witit N, 00 Clerk APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 1 z-1-;q APP OV 1540 SULLIVAN AVENUE C ►� 1 644-2511 ext. 230 Bldg.Permit# Date Building Insp Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 S, Sym/n ern 6w LA/7-( Over$1,000= I Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT Ak1�)yeA.t c,, APPLICANT ADDRESS /:? /,'�t SSA �C 7c APPLICANT'S PHONE# OWNER � Gt)r � W N S F,Q< OWNER ADDRESS OWNER PHONE `� 27 I O ~` a ESTIMATED COST$ y L/ S l/U C IS THIS A CONTRACT COST? Yes yNo .•I CJ FEE ENCLOSED$ • G G TYPE OF JOB: ^ �� SO R•C0 New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from ieverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ❑ HEATING ❑ RESIDENTIAL a A/C ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ 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(BTUH) OF(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 ❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY ❑ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) Z-x I c--.l 5 J / s t,J` zmaL r Y14 2,4 YG 0-6 4 G A SDI ta- c o, ( 4-f PA c, 13a 76 933A-4 TONNAGE 3 COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK �Q��i� •,� �c�h �e�s �.— �, - J �'c, T� ��'o-�, THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYP STATE SIGNATURE OF APPLICANT- �� , DATE 6 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT# A BUILDING DEPARTMENT P 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Buildin spector Application must be printed or typed FEE SCHEDULE c Location of Job: F:TefnantDesignation JuVA+� L, )a o$0-$1,000=$15.00 Street t No. Over$1,000= $15.00 per$1,000 or any fraction thereof Apt.No. APPLICANT U► !`b e.�c . u tom. Ii n c �. 1 C - APPLICANT ADDRESS C-'- ©G y ?5i APPLICANT PHONE# S66,9 Y 2 J O W N 3 OWNER OWNER ADDRESS w F, OWNER PHONE 0 C ' ESTIMATED COST$ w x y* IS THIS A CONTRACT COST? 71:-,Ves _No FEE ENCLOSED$ R•CO�� TYPE OF JOB: ew 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 El RESIDENTIAL BUILDING PERMIT APPLICATION? ElYES ElNO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION_ �p ,� SIZE OF MAIN DRAIN � NO.OF TOILETS Z STYLE ��n Ic NO.URINALS STYLE NO.OF BATHTUBS�_ NO.OF SHOWERS�_ NO.OF LAVATORIES 3 NO.OF CONDUCTORS SIZE NO.OF STACKS I SIZE 3 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 ❑NO SIZE OF WINDOW —?h Z— IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK S�,�,✓c SIZE OF WATER MAIN / r SIZE OF WATER PIPING&RISER 3 f WATER HEATER: TYPE MANUFACTURER / -0 DESCRIPTION OF WORK / �C- APPLIESTHE UNDERSIGNED HEREBY FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND i7T7— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE Y/ y/O S MAR-09-2005 16:11 DAN ROULIER & ASSOC. 860 749 3123 P.01iO4 Dan R,oulier and Associates P.O.SOX 923, SOMERS,CT 06071 Date: Number of pages including cover sheet: r FAX DINNRCULER � *3 09( G PERSONAL T i From: . Phone: Phone: 860-763-3538 Fax phone: (a, Y y 57 Fax phone: 860-749-3123 CC: R N ARKS: ❑ Urgont ® For your review ❑ Reply ASAP ❑ Please co mmeDt `7r,; 11 " e --�. 1 � � - f02G�•� —-- --- —. i 'l—._•-- ._-- — it—i i NO TAIL DUE TO SHIPPING — ,V05go s i (a ,i CO C/) co �i II I i n V07 �I " I y iI 7 1 •I �__ I P ;i j r I ! V07 i ! :;V1:0 ' V08 I I. V ill vpq a 1 G02 . ^ T05GF: . .. NO TAIL DUE TO SHIPPI' G �. ._��.3.GF — 12'0"0 4'0"0 700"0 10'2010 10'10"0 b0iZ0'd 2Z T 2 6b2, 098 'DoSSd 2 do I-inn 1 NUG T T:9 T S00Z-60-aHW 097A Truss ErrjneeringCaip,tndmnOrohwd.A i 0180,ppset+(x y):1*1,-0!j_4,esDh 1q:q-0 ! LOADING(pso TOIL 3o.D TGOI 10.0 DCLL 10.0 BCDL to.0 LUMBER TOP CHORD 2 X 4 SPF Ir5WF 1.5E BOT CHORD 2 X B SYP DSS %W-BS 2 X 4 SPF Stud 'Except' lH3 2 X 4 SPF 165OF 1.5E WEDGE Tell:2 X 8 SYP MS. HIgH 2 X 8 SYP DSS BRACING TOP CHORD Structural mood Oualhlnp directly applied BOT CHORD Rlpkl 0eTngdirecttyapp4ed or i"-0oc t i REACTWN3 (INsixe) i = 1 653 710-4-2 (input 0-3- 5 = M9710.3-14 (npuc 0-3 IA3z Hors I -385tload Case 2) )A3x UpiR 1 — .34784loadcese 4) 5 -3245(load case 5) FORCES Qh)-tla*murnCompresswvhj �JcU I lm55 - - 1TrV17 TIP* txy sply iaym4 VGO1 IROOFTRLOSS truss GP near C 3 - - -- -= ---- -- - - _-.-.__.J_ •f lJcb ftete!4noe{opllorlsg --r - ng arp,l,dien O chard,l(A01151 52,00 S DeC 2 2 2b�3h1Tek fndushies,Inc Fri Sep 24 1341:50 7.004 Pape 1 3D Z71 1.0 4-7-6 34-11 13-0-0 17-2-5 , 214-10 2"-0 � p 1-0-0 4-7-6 4-2-6 4-2-5 4-2-5 4-2-6 4-7-0 Sorg II Scale=1:39: p e U1 8.75 r N I � 9xe 6x8 11 5 7 ]sS i V 3"i l , ]sc, WV W4 D e z 0 V42 W2 c r- m o � 2 ;j• Bt 92 q� 3) LO late i ,`G. _ �� �• LO 16 17 /i to 19 14 20 21 13 22 12 11 23 24 10 25 a T l�Ei1� It ��,�J ' 402 11 6XV= 12x12= !a9= Sxa= 012 11 4-7-6 , 0911 1 13-" J7-2.6 21-4-10 4-7-6 4-2-6 4 25 42.6 4-2-5 Z �ut7nset;tx.17.I?:P?-ts4�41•tB;Q:t_l�,R�QI,1�Q4§���l1t:Q�a-s121�14:►4.8`lj�---- -�.___.__-,. _ ..._.: 4` LOADWG(psf) SPACING 01" CSI DEFL In (boc) !Mart L/d PLATES GRIP TELL 30.0 Plates Increase 1.15 TC 0.09 Ved{LL) .0.27 13-14 >999 240 MII20 *971144 DL TC 10.0 Lurnhew lrooreasa 1.16 BC 0.71 Ved(TL) -0.45 13.14 >6B8 180 BOLL 10.0 Rep Stress Ina NO WB 0.03 Horz(TL) 0.10 9 n1a rda BCDL 10.0 Codo IRC211o0/rP12002 (Matrix) ( Weight:6%Ito LUMBER 3)Unbalanced roof live boeds have been cansidered for II-As destgn. TOP CHORD, 2 X 4 SPF 1650E 1.5E TOP CHORD 4)Wind_ASCE 7-98;tO0 nph;h=25R;TCOL-4.2psr,BC0L=5.0psf-.Category IF,Exp C BOT CHOAO 2 X B SYP DSS 1-2 - OM 2-3 ■ -2916a-*0232 3.4 = -23B44)513B enclosed;MWFRS gable end zone;candla mr left and elgbt exposed;and vertical lets WEBS 2X4 SPF Siud 'Except' 4.5 • -2383VS140 5.6 = -1607MO57 6-7 = -18O70V3958 and dghl exposed;Lumber DOL=1.33 plate grlpDOL=1.33. W3 2 X4 SPF No.2,VV6 2 X 4 SPF I MOF 1.6E,W3 2 X 4 SPF bfo2 7.0 s -2278715058 8-9 - -27t8661180 5)As requested,plates have riot been designed to provide for placement toleranoes or WEDGE BOOT CHORD rough handing and eredloncondl0ow. Rlsthemsponsrbilllyuflhsfabdcabortoincrec LaIL 2 X6 SPF 165OF 1.6E, 2-16 • 5357126A06 16-17 ■ 53571 DOD 15-17 = -536712WDS plebe sizes to socaunt for these factors. ODRight 2 X 8 SPF 1660E 1.6E 15-15 a �5357125006 15-19 = .5357/25006 t4-19 - -5367125008 6)This Inm requires plate inspection per the Tooth Count Mellwd when Rig buss is 11-20 4474120772 ZO-21 -4474f40772 13-21 - -4474J20772 chosen bor quality assurancelnspecuen, CD BRACING 13.22 a -438&19849 12-22 -43BW10149 /1.12 = 4380119849 7)'Thls buss has been designed for a live load of 20.0psf on the bottom chord In all TOP CHORD I1-23 = -5205123307 23-24 = -5205123307 10.24 = -52M3307 areas Where a rectongre"."Hall by 1-0.0,Aids wil(A bekAven Iha bollern chord and 2 A Sfrucluralwrood shoathimg direUly applied or 4-1-0 ocpurlins. 10-25 -5205123W7 25-26 * -5205123307 9.26 = -626Sf23307 other members. BOT CHORD WEBS 8)VIA RNINO:Requred bearingsIze aIJoinl(s)9,2 greeter Rhea inpmt bearing size. Rigid telling 4irecW applied or 10.0.0 oc bradnil- 3.15 -1221Y5965 3.14 n 542911D48 5-14 = -1e26(a8B7 9)ProoAde machanical connedfan(by others)of bass to bearing plate capable of CA) 6.13 = •781011627 6-13 a -3M17S27 7-13 - .636711516 withelanding 3578 lb uplill al)oW 8 ar d 3699 Ito uplift at joint 2. IQ Qbfvlze) 7.11 = -1100.7242 0-tt = -41OW976 8-to - -114814967 10)S�eeielhaegsr(s)oroUrerconnectiondevice(s►shallbeprovldedsWiclentLo$UK W 0 = 1596710.4.1 (input: "-a) conoentrated Iced(s)2P-3Wlb darn and 613.31b up at 1-t1-4,2953..31b dawn and 2 ■ 1731510.4-8 fmpu1: 0-3.8) NDTES (11) 613.31b up al 3.1 t-4,2953.31b darn and 6I331b up et 6 11.4.2953-31b dam and Max Horz 1)4-ply trues to be connected together with 104 Common(.146'0')Nells as fdlrnus: 813.31b up al 7.1 t4,20S3.34b darn and 613.31b up at 0.11.4,2953-31b dcmn and 2 = 34(load case 31 Top chords oonneded as follows:2 X 4.1 raw at"-0 oe. 813.32b up ai 11-11-4,2712.21b darn and 81261b up al 113.1 t-4,2433.01b down amd Max U1LIR Bolcom crowds connected as rdlaNs 2 X 8.3 rowt at 0�-O oc. 668.3W up a1 15-I t4,2433 01b Dann an058B 31b up et 17.1 t 4,2433.61b down and 9 = -3676(load case 5) cmneded as Idlrnve 2 X 4-1 raN at 0 BO oc. 569.31b up at Is-11-4,and 2433.6b damn and 56'9Ab up at 21-11.4.and 2718.61b dr m 2 4e9911o3d case 4) Ailacll ctwrds Adlh 1J2 Inch drarneter bd[s(ASTM arJ07)with washer at 2-0 0 on center. and 61J alb up at 23 t 14 on bottom chord. the designlsdectian of sudu special E2)NI Ioede a re ooneldered equally appfed 10 all pTiw,except If noted ore front(F)or back connection devices)is II1e nsporal6lllty d oche s. m 1 FORCES (lb)-Maximum CompressioNMa ilwm Tension In the LOAD CASES)sedbn.Ply to p[y connec7one hov0 been provided 11)A11 Plates 20 Gauge Unless Noted A distribute only loads noted as IF)or(8).unless olhafw&e,indicated. Job )Truss _ --- -- - -- - . Js704 002 l _ T�ussEngneeringCgrp,IndanOrchard.MA01ISI NOOF11NlSs 4Ifoh Reference(cplx>tdq 3 - - 520Ds Dec 22003AsTukrnduslnes•rno. Fri Sep 24133g452CO4 Pagr3) It- S41 10 6-0 16-e-l5 21-0-0 - 2 Uj 5�1 5-2-15 S,2.15 5-3.1 i-0.0 N sxa II $cafe;1W m U1 3 N Q� r-� N t DAD(12 4x10 4 4x1D 2 4 t7 D Z J 1 W2 %V2 p C r m 1 5 90 8i a D to _ N 11 12 103 /4 o Is 17 a14 7 1a X% t^ n 8X9 sXis a 1orc12= tars= sa16 11 �.t1('• 5{p�H:.^..�. J'. : •. Q Y 5-3-1 --l-- 10 6 0 -) 15 8-15 -.� 21-0 0 � asp `r Relo011eels --- --- --.-- 5-2-15 5.3.1 ... _. ...{?t,tik.Ihq oa.�,-0L Iyo-OVA 91.I0a�R1,._ .OADING(PM SPACING 2-0-0 Cel DEFL in floc) udefl Vd PLATES CLL 30.0 Plates rncroase 1.15 TC o to Ved(ll) O.t6 7 9 >999 240 •� CDL 10.0 Lumberrncrease 1.15 BC ob1 yerl T M1120 187f1 iCLL 10.0 Rep Stress rncr NO ( L) -0.24 7-9 >998 18D a� E COL 10.0 Cade IRC200lNTP12002 (6Vlandx39a Horz(TL) 0.06 5 IVa rVa ....ir VJalVht 5451b LAM ER OP CHORD 2X8 SPP 1S S /5E TOP CHORD 4)1Vind:ASCE 7-26;100mph;ha25R;TCDL=42psh 9C4DL=5.tVsf,Category II;Exp C; OT CH01ip 2 X e SYP QSS 7-2 = -fe60013967 2-3 -17336r2903 3 4 = -f283512806 end�e'M1VFRS gable end zone;carridaver left and right exposed;end vertical left /EBS 2 X 4 SPF Stud'EXespC 4-6 = -1893D13B42 5-6 = 0,36 right exposed;Lumber DOL•1.33 plate gdp DOL-1.33, WS2X4SPF1850E1.6E BOTCHORD 5) requested.plates naveratbeendesignedtoprosidefouplacementtolerancesa (EDGE rough handling and erection conditions. It Is Ilbe responsibility of the fabricator to increa sit,2X IsSVP OSS• I-Is - -2D70113763 11-12 = -7n7e113753 12.13 - -2970A3763 plate sizes 10 amount for these factors. 19M:2 X 0 SYP MS ID-13 = -2970-13753 1GA4 - -20MIl3753 14.15 = -2970li3753 9)This truss requires plate inspecson per the Tooth Count l.4ethod when MIS Wss Is � 9.15 = •2970V13753 9•f6 = •2807113853 16.17 - -28p7713e53 chosen for quality assurance Inspecilon. M 8.17 ■ -Z807113853 8.18 - •2807/13053 7.18 - -2807113653 7 'Thistrusshasbeende 0 ��' I signed for a live load ad 24.Opsf on the bottom chord In off OP CHORD 7-19 = -2807113M 19.20 - •2SD7/13853 5.20 = •280 7113 8 53 areas where a rectangle 380 tall try 1-0.0 wMe wel fil b0meen[heboUan chord end r A Iructtlralwoodsheathingdirectlyappliedor60Qoc urllns. WEBS other members. 07CHORD P 2-10 = -16D977708 2.9 = 5379.r1384 3-9 = -33611157SO 8)WARNING:Required beadng size alJanl(s)1,5 grealef than inpul beefing size. 4-9 .561311350 4-7 0 Igld ca1Ik19 directly applied Or 10-0-0 ocbracing. FSfi x7896 91 Provide mechanical connection(by others)or buss to bearing prate capable of W NOTES (11) WAhslandng 3478 b upti t at Jotit I and 3246lb uplift at jalro& EACTgtlt4 pWslie) t)4-ply hues 10 be oonnedad j to)Special hanger(s)or otter c0naQ060n devlce(s)shall be provided sufficient to eupp(W . 18337/0.4.2(input 0-3-8) wYh TDd Common(.14"3" Neils as fallvns: ooncenboted road(s)2765.5lb down and et4.elb up at 0-11-4,2M.5lb dam and Top totem rvl s coected as follows_2 X 4-1 rcrN a109.0 oc. - 614.6b upal 2.114,276,12b down and 614.31b up al 4-11-4,2D59.BIb dawn and e 153971P3 t4 �npW: 0 3 e) Chords oeceed as fa7ows:2 X 8-4 raAs at 0.4-a or-ax 11ozz oraibVeba connected es folows:2 X 4.1 roN al OA-0 oc. 614.Ob up al 6.114,2959.81b dorsr,and 614.OIb up ai 8-114,2ar59.elb dawn and 3eapoad case 2) /Hach chords wiD(,1!2 Inch dlarnater twits(AST/A a 307j vBlh washers at 2 0 0 on center. BT4.q up a! i0.11 4.29d9.81b doom and 6t4.pb up at 12.11.4,2D50.SIb da(m and Zi r-ax Up11R up at 14-11-4.2959.M down and 614.01b up al 18.I I A.and 2959,BIb dawn ar r ° 3478(Ioad case 4) z)All loads are oonelderedaquallyappled toatlpnes,mcceptif noted asfrrnl(F)orback 614g1b up at 18 114,and t4351D dam and 2681bupal 20-iO4 on bottom chord- it A a -3249(load case 5) face In the LOAF)CAS "'a section.Ply ID ply comecllone have been pr desigrVsaleclloa of such specfel oonneclfon devicers)to the respoosbillty of altws. dfsldhula only loads nrAed as(F)a{8),urtess otherwise IndlcDled. 11)All Plates 20 Gaups Unless Noted A)RCES Jib) l�ximum 3}Unbalanced roof Ilve toads have bean oonslderod for Ihfs design. m ( CornpressroNhlaximurnTension A SITE COMPLIANCE CHECKLIST APR 2 u [ 0 n TOWN of SOUTH WINDSOR, CONNECTICUT SOUTH WINDSOR PLANNING 25 SUMMERWOOD LANE LOT_# 4 Reviewed By 6-b (EYE ineering) DAN ROULIER ASSOC. Date Reviewed y z o 5 enied 11 SOUTH ROAD,SOMERS,CT Reviewed By (Planning) BP_#_30966_ Ph_# 763-3538 Date Reviewed y UY rDenied Date Submitted 00/00/00 ***** FOR CY36f O ***** As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan 3. Site work; i.e. trees, shrubs, dumpsters, required parking —l� 4. Utility location; a. sanitary sewer/septic system b. foundation drain i/ C. electrical & telephone d. water t/ e. o'f2re-1, �f�S 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning & Zoning/ Inland Wetlands Considerations A. Lighting B. Signage Freestanding Wall C. Fee in lieu of Open Space Sewer Permit No. Pav Exc # COMMENTS: �'sL�.'s�. •. Status: sk-j,Y .IAA NOTES: 1. PROPERTY IS IN A-20 ZONE. 2. THE PURPOSE OF THIS PLAN IS TO DEPICT THE AS-BUILT CONDITIONS OF UNIT 4- 25 SUMMERWOOD LANE AND FOR THAT PURPOSE ONLY. 3. UTILITY LOCATION AND ELEVATION INFORMATION TAKEN FROM REPORT PROVIDED BY CONTRACTOR. 4. UNIT 4 - 25 SUMMERWOOD LANE CONFORMS TO ZONING REQUIREMENTS IN RESPECT TO LOCATION. MAP REFERENCE PROPERTY SURVEY - PLOT PLAN (SITE PLAN) RESURVEY PREPARED FOR SUMMERWOOD SUMMERWOOD LANE' SOUTH WINDSOR. CONNECTICUT SCALE i INCH 40 FT. DATE: NOVEMBER 25. 2002 REV TO 3-24-03 ... •n..." 1 i �tl BY DESIGN PROFESSIONALS, INC. _ Qec zq1 �Yq Iv h #3 Cb T.F.-7 y� bt INK-61.6 7.0.10-73.00 s �.1 IT DRIVE ri + J I BAIT-65.333 3 `r''` a w q h�•'y�.pi` ` AqN N 1g T DRt`1E p rp0K 3 h v b Q�r4t N o N.. p \ L1MT AT4 COGA �23 SF 894 ID fCK T.O.w=74.50 letBAiT-IS \ p �S 28�. rY MH D5 TF:67.94 INV (15'):61.04 INV (18'):60.94 I TITS SURVEY AND MAP HAS BEEN PREPARED N ACCORDANCE WITH SECTIONS 20-7 -t 41N 20-300D-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES-*MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT—AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS.INC- IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 TO THE BEST OF MY NNONAEDGE AN EP,'HIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. OWNER/APPLICANT HORSESHOE LANE ASSOCIATES, LLC 12882 18-3 ARTHUR DRIVE SOUTH WINDSOR, CT 06074 //��R p,�n RICHARD P.MARTEL LIC.Na TEL(860) 644-9603 RE6,I P A_e �WLT Tel. 560.291.8755 REVISIONS GRAPHIC SCALE Fox 860.291.8757 SHEET 1.UNLESS OTHERWISE NotED.ETOSIwC uTlun SUMMER RESURVEY PERPARMMED FOR: � /�/�� LOCATIONS AS D VEFL ARE BASED ON 40 0 20 40 esign SVLIiMER WVV.V �/\/� 11Ap 1 AVAIA&Z INFORMATION.ALL EXSTIG UTILITIES j- ZALSHOUL UTD BEILITIES`�D�PRIOR D N 7HE F 70 IELD rofessionals, inc. � 2 ALL UIUTES ARE m BE STAKED w THE FIFiD CONS BY A LICENSED LAND SURVEYOR PRIOR To ■■3 4 T L _ w *_ OF 3 TiH6�PLANLIS INVALID UNLESS R BEARS THE S civil engineers • planners • surveyors Unit #T 25 Summerwood Lithe �0: er. AM .A�act:1'4ses NPI l£ r SEAL AT ORI 1 SIGNATURE 1 inch = 40 feet ■ landscape architects • gin •gpe 9DllTH WINDSOR. OF iME PROfESStONAL ENCNEER/AIItVEYOR. NO. DATE DESCRIP77ON BY 165 South Satellite Roo South Wind or Connecticut 06074 CDNNECTICUf of., RPv VA IL'4.1WIVS li South Windsor BUILDING DEPARTMENT la U g Wj"f i6JC ti4YT, T Sin �i i►d!>f Y1 '4iUR Thts asrtitiva that this plan :,na er,a',c • s VAN eaplas s{ tpe propos*d et.ftl pe or aiter,t:;ns erlatq�dat c oC l��/ti�ll(Q/t-Gt CU� *:rest tagathar with amendments stated in apPl;catwn =.13 filed with plan and I agree to wmply with " z:`:' ?• Building and state laws and s'tth orders as sn_,t, Isaued by the Buildinii Department during rend•,, of VAs application and final Issuance of a k`""na Perish m awd -- ,ftlr Iilmet is approved sutlert to th.` condkton t:..,t orlon seed ordinances regulating buii6ing Chad tre oeaaeow with. condltlonally Approved These filed with 6uilTing Imp :a,r+ �`—�---•`i�rY RECEIVED APR 2 5 2005 SGU It,;VINL)buh ENGINEE.tii,NG DFT. RECEIVED SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT S EP ' 3 2OO4 25 SUMMERWOOD LANE LOT_# 4 Reviewed By A 7T) ItIq DAN ROULIER ASSOC. Date Reviewed o/ (tfro 11 SOUTH ROAD,SOMERS,CT Reviewed By nning) BP # 30966 Ph_# 763-3538 Date Review Approve Denied Date Submitted 09/03/04 ***** FOR B ING PER *** In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall include Approv Denied N/A 1 Name, address & phone number of owner/applicant 2 Name, address & phone number of plan preparer 3 Zoning Information - i e zone, open space, floodway, street address 4 Plot Plan at 1" = 40' scale y a. Subdivision reference, abutting properties, etc f b. Easements of record ✓/ c. Lot description, bearings, building lines, distances, area, etc d. Contours, existing & proposed, 1 or 2 ft / interval where appropriate Ff` e Building location with dimensions Elevations of proposed finish floor, garage floor & centerline of road at driveway f Elevations of gravity drainage systems, sanitary & foundation drain at the house and the street g. Tentative utility location (gas, water, electric, septic system, etc.) h. Title block with name and address of preparer, date, appropriate certification, live seal and live signature consistent with the Board of Registration requirements (P.E & L.S ) 5 Sedimentation and erosion control 6 Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS e I roV� �P�� G� � � f} i��- Y� (�iN�UrwZS �o � 17 / � DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT Application is reb : TOWN OF SOUTH WINDSOR PERMIT# �y b� BUILDING DEPARTMENT APP 1540 SULLIVAN AVENUE Bldg.Permit# w, � 644-2511 ext. 230 ���0_ � 7A4pecto�r Datc Bu Application must be printed or typed FEE SCHEDULE Location of Job: 7/ SLd is, y��Q� r�D d� v4 ]-No. ] $0-$1,000=$15.00 �� Street No. Street Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation APPLICANT ..r 6 � v� /U f • L L APPLICANT ADDRESS tti tj S O & A V t I/ E2Aio CT APPLICANT PHONE# F5(, -C/ T, 7 C) 1 G G �OYdN SF,q OWNER 1jQCSe546 455OC . < OWNER ADDRESS 1 1'5- 3 4 - -/ f CIO) 1y, OWNER PHONE cc- C � ESTIMATED COST$ a, — IS THIS A CONTRACT COST? ►/fes _No L� �C1 FEE ENCLOSED$ , G G" f41 O�� TYPE OF JOB: OR C ew Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF B� DING: 0EATING JxfRESIDENTIAL ❑A/C ❑ COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRES�E LIMIT LBS. HIGH PRESSURE LIMIT LBS. El � HYDRONIC �WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE—�_°F INSIDE_ °F DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL YEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) C,4t 5 .6 GROSS HEATING CAPACITY(INPUT—BTUH)fjo Qjy/ NET RATING(OUTPUT—BTUH) qQ TYPE OF FUEL ❑OIL—GPM OIL TANK LOCATION :❑ INSIDE❑ OUTSIDE CAPACITY /KGAS—INPUT Q LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE '?O OF INSIDE 7g�) OF DIFFERENCE p�O OF TOTAL HEAT GAIN(BTUH):�HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE___ 7 COOLING CAPACITY(BTUH) O G VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 3 � a y 3 s - I e ?_ ar�� CON CTO S LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE X —,:PLO - U Shirley Wilhelm-CRS Approval Confirmation: Request No. 365895 Page 1 From: <clpsvc@nu.com> To: <WILHEL@SOUTHWINDSOR.ORG> Date: 3/22/05 4:25PM Subject: CRS Approval Confirmation: Request No.365895 Your approval of the following CRS Request has been successfully processed. CRS Work Request#: 365895 House No: p 25 Lot No: 4 Street Name: SUMMERWOOD LN Town Name: SOUTH WINDSOR, CT Inspector: CHRISTOPHER DOUGAN Approval Date: Mar 22, 2005 This e-mail, including any files or attachments transmitted with it, is confidential and intended for a specific purpose and for use only by the individual or entity to whom it is addressed. Any disclosure, copying or distribution of this e-mail or the taking of any action based on its contents, other than for its intended purpose, is strictly prohibited. If you have received this e-mail in error, please notify the sender immediately and delete it from your system. Any views or opinions expressed in this e-mail are not necessarily those of Northeast Utilities, its subsidiaries and affiliates(NU). E-mail transmission cannot be guaranteed to be error-free or secure or free from viruses,and NU disclaims all liability for any resulting damage, errors, or omissions. Electric# 11-121:1 1 APPLICATION FOR BUILDING PERMIT Plumbing# I H /.3 25 Summerwood Drive Date: HVAC # �Li to a Sprinkler# FINAL APPROVALS --- - -3 0 9 6 6-_- Estimated Cost $ ---- -- - --- ------ Permit Fee $ Building COMPLETE RED BOXED AREAS Engineering 1:00SIGN Occupancy Fee $ w Affidavit g TYPE OR PRINT ONLY Eng. Insp. Fee $ A r. for CO. ON REVERSE SIDE PP -- --- -- - - - -- � Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant 11- Location of Work �5��t�u.��_c�� L/ Lot No.._� Applicant's Address Tel.# 91150 Town -er'S Zip Lic.# Owner Architect Owners Address rchitect's Address f� Zip zip4/oq� Sq. Ft. New Area: 1 st FI. 1nd A �— 3rd FI. To I New Area Purpose o1 this permit .P City Waterer Well❑ Septic System❑ Sewer Ins: HO SP Cert. Area Basement Garage Yk Approved by Date Use Group Construction Type Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in whit uilding and its use is - Signed � t I hereby apply for a Certificate of OccupaD"r the work descri is applicati or the permit. Signed 1D0 NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Location of Job: AFFIDAVIT Additional Fee$ 285. 00 State of Connecticut ss.South Windsor County of Hartford Owner I of Agent for the building erected Contractor under Permit No. 3 0 9 6 6 Issued by the Building Department of the Town of South Windsor being duly sworn,make oath and say that the actual cost of the completed work authorized under said permit did not exceed the most current accepted BOCA value of S_13 7 13 9 7. Signed Subscribed and sworn to before me this day of A.D.20 Estimated Cost S. 118 ,9 31 . Difference: S 18 ,466 . Notary Public Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-30966-B 100,000 B03 FRAMING (ROUGH) 03/08/05 PJP D NEED SPECS GIRDER TRUSS 4 MEMBERS X2,NAIL SCHEDULE AND UPLIFT,DRAFTSTOP @FP,INSULA @FP E03 ROUGH 03/08/05 PJP A P03 ROUGH 03/08/05 PJP A H03 ROUGH 03/09/05 PJP A B04 INSULATION 03/11/05 JFF A R30CEIL R13WALLS R19GARACE WALLS NOTE NO INFO ON GIRDERS E01 SERVICE 03/11/05 JFF D COULD NOT LOCATE GRD RODS E01 SERVICE 03/22/05 PJP A PO4 GAS TEST 04/08/05 PJP D PO4 GAS TEST 04/13/05 PJP A **-12462-H 8,618 **-11913-P 4,800 **-19291-E 5,513 Total Est Value 118,931 Dwelling 1,991 100,047 75 Basement 1,991 29,865 00 Garage 460 6,900 00 Smoke Det 7 525 00 BOCA Value 137,397 48 Difference 18,466 48 I / zl��Y 1.- 1600257 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 06/17/2016 GIS ID: 87750025 FEE: 75.00 MUNIS APPLICATION# 201600778 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ANDREWS OIL CO. ADDRESS: 25 SUMMERWOOD LANE ADDRESS: 136 RYE STREET OWNER: EWING PAUL M&JEANNE M SOUTH WINDSOR,,CT 06074 25 SUMMERWOOD LANE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACING CONDENSER AND A-COIL. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY TIIE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/17/2016 11:46 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800279 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 08/13/2018 GIS ID: 87750025 FEE: 36.00 MUNIS APPLICATION# 201801282 BUILDING DESCRIPTION: APPLICANT .: LOCATION NAME: GELSOMINO ELECTRIC LLC ADDRESS: 25 SUMMERWOOD LANE ADDRESS: PO BOX 380497 J OWNER: EWING JEANNE M 25 SUMMERWOOD LANE EAST HARTFORD, CT 06138-0497 DESCRIPTION OF WORK: WIRE 3 AMP GABLE ATTIC EXHAUST FAN AND ON/OFF LOCAED AT CLOSET BELOW SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVE THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILD G OFFICIAL 8/13/2018 3:18 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE