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HomeMy WebLinkAbout25 Walcott Greenr1NAL INSPEC O C `x<- Building APPLICATION FOR BUILDING PERMIT Plumbin L rt HVAC 7`L Sprinkle 25 WALCOTT GREEN Date: Z' Electric Estimated Cost $ 0 Zonin 20595 Permit Fee $ JCL Affidavit i / 3 NO.Occupancy Fee $ Eng. Dept. Fire Dept. COMPLETE RED BOXED AREAS. Total Fee $ 6933 Health Dept. TYPE OR PRINT ONLY Approved for CO: SIGN ON REVERSE SIDE. Additional Cost) $or TO BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT The undersigned, hereby applies to do work according to the following specifications: Job Location Lot No. Side of Street _ Zon Applicant j c1n C Tel. #0544/ Address l Zip 77 Lic. n/ RE CITY T TEr • Owner (v[/ ddress & t/f111 7 i Architect Address i Size New Area: Ft. Front Overall Ft. Deep Overall Total Area Lavatories Jura9 es Size of Lot 9Q Dist. from St eet Line B hrooms Royms 1sta2nd—9L3rd i M Purpose of this Permit si City Water Well 0 Septic 00 11 Sewer Use Group Construction Type Approved by Q(k-- Date VieLO9 BD1A 11/88 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines and required distances from all other zones and is located in a zone in which this building and its use is allowed. Signed 1 herebyapply for a Certificate of Occupancy for the work described in this ap liatlon r permit.PP Y P Y P Signed— DO NOT WRITE BELOW THIS LINE— vC/ QQ tk SL INSPECTION RECORD Footing Framing Foundation Fireplace/Chimney Insulation Plumbing Permit#Z Inspections: HVAC Permit# 4( Inspections: Electrical Permit# J Inspections: Sprinkler Permit# Inspections: Location of job AFFIDAVIT Additional Fee . -0- . . . . . . State of Connecticut ss. County of Hartford 64t'<(-J. of ` Q for building erected under Contractor 20595PermitNo. issued by the Dept of Building of the Town of South Windsor being duly sworn,make oath and say that the actual cost of the completed work authorized under said per 1 did not exceed the submitted estimated cost 71 , 500. 00 . Signed . Subscribed and sworn to before me this A. day of V /. A.D.19 .7 Estimate Cost:$ 71T5 Q o Q 0 Difference: S Notary Public. Inspection / Approval Date By Appl Code Description Due Whom Code Comment 93-20595-B 63,000 B01 FOOTING 05/11/93 JFH A B02 FOUNDATION 05/14/93 JFH A B09 OTHER 05/14/93 JRC UNDERMINED FOOTING BACKFILLED FOR WKEND B09 OTHER 05/17/93 JRC FTG COND REFERRED TO ENGINEER B03 FRAMING (ROUGH) 06/17/93 DDS A E03 ROUGH 06/17/93 DDS A P03 ROUGH 06/17/93 DDS A H03 ROUGH 06/17/93 DDS A B04 INSULATION 06/18/93 DDS A B05 FIREPLACE/CHIMNEY 06/23/93 DDS A PO4 GAS TEST 07/09/93 JFH A AIR TEST B10 FINAL 07/12/93 JFH A 93-12630-E 2,500 93-9248-P 3,000 93-8681-H 3,000 Total Est Value 71,500 Dwelling 1.334 49,598. 12 Basement 768 7,641.60 Garage 264 3, 102.00 Smoke Det 3 225.00 BOCA Value 68,440.39 Difference 3,059.61)o- CERTIFICATE OF OCCUPANCY CHECK UST Applicant 'Clark Realty, Inc- Certificate of Occupancy Address Bldg. Permit No. 20595 Lot No._#9 wAjGQtt - -Date Reviewed r t Reviewed ByProjecApproved/De •ed Date Submitted 7114./Q ram, I As required in the Zoning 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: ADDroyed Denied N/A 1 . Approved building permit plan. 2 . Finish crading per approved bu ldi ng perm-it plan. 3 . Site work; i .e . trees, shrubs , 1.'11vs 6.erdrequired 1pa_T'_ng, 4 . U-L i lity location a . Sanitary sewer b. --foundation drain c . electrical & tele.-.one d. wa"er e. Ocher 5 . Sewer connection charge paid. 6 . A-„ropria to certification 7 . Bonding g , Planning & Zoning Sewer Permit No.064L Pavement Excavation No. COMMENTS: BUILDING PER11IT CHECK LIST Applicant Clark RaltY Inc. Building Permit No. aw p. Address 6SR Ellington Rd_ , S. w_ Date Submitted 5./05/93 (p. m. ) Lot No. 97 425 Walcott Green Reviewed by Oyu Project Redfield Subdivision Date SI/g3 5-- V - 9, w In accordance with the 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 : Approved 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 spade, fl oodway, etc. Zd I 4 . Plot plan at 1" _ 4-0.' scale. a. Subdivision reference, abutting properties, etc. b. Easements of record. c. Lot description, bearings, distances, building lines, area, etc. d. Contours, existing & proposed, 1 or 2 ft. interval where appropriate. e. Building location with dimensions. Elevations of proposed finish floor, garage floor & center line of road at driveway. f. Elevations of gravity drainage systems, sanitary & foundation drain at the house and the street. g. Tentative utility location gas, electric, water, etc. h. Title block with name and address of preparer, date appropriate certification, live seal and signature. 5 . Sedimentation and erosion control. 6. Special Planning. & Zoning, Inland/Wetlands ao siderations. (Plans on file w/Town Clerk) BUILDING DEPT. P ZC IWA/CC RECE/VWPCA OTHERS 5 A14Y _ 6 1993 ® 11Townf;South g neeri gndsor Uepi, 1? COMMENTS: BUCK & BUCK E N G I N E E R S 98 WADSWORTH STREET, HARTFORD, CONNECTICUT WIN TELEPHONE-(208)921.287T JAMEB A.THOMPSON HENRY WOIICND T BUCK ROBINSON W.BUCK 1981-198E LAWRENCE F.BUCK ROBINSON D.BUCK WILIdAM B.ABTON IOM-1959 Comm. 7218-20 May 28, 1993 J. M. J. Construction 658 Ellington Road South Windsor, CT 06074 Reference: Foundation Condition Lot 97 Redfield, South Windsor Dear Mr. -Jacques, On May 26, 1993, the writer inspected the soil conditions at the right rear corner of the foundation on the subject lot. I found the soil under the footing to be very soft, saturated, silt, for a depth of at least 3 feet below the footing. The cause of the soft soil is the excavation for the sanitary sewer lateral that enters the foundation at that corner. The silty soil got wet during the excavation, and will not compact to provide adequate bearing capacity. Correcting this condition will require removing all the loose and soft soil, and replacing it with lean concrete. It is essential that the work be done in a dry excavation, to avoid turning the existing compact soil into mud. It will be necessary to establish a de-watering procedure using a sump and pumps to lower the ground water level near the foundation. In the meantime, Mr. Collins, the South Windsor Building Inspector, has assured me that you may begin framing the house, with the understanding that the corrective work will be done under our supervision, with our certification of its satisfactory completion, before a C.O. is issued. Sincerely yours, BUCK & BUCK Lawrence F. Buck LFB/vb/a cc: Mr. John Collins 0,/9 q BUCK & BUCK E N G I N E E R S a 1 ' 90'WADSWORTH STREET, HARTFORD, CONNECTICUT 06106 w TELEPHONE-(208)BUT-26TT JAM A--imomP60N HENRY WOL.0071I'BUCK ROBINSON W.BUCK 1931-1986 LAWRENCE R.BUCK ROBINSON D.BUCK WILLIAM B.ABTON 1985-1959 June 21 1993 Mr. Jean Marc Jacques JMJ Construction Co. , Inc 658 Ellington Road South Windsor, CT 06074 Reference: Foundation Condition Lot 97 Redfield, South Windsor Dear Mr. Jacques This afternoon I inspected and supervised the underpinning of the right rear corner of the foundation on the subject lot. A hydraulic excavator was used to excavate a sump several feet from the rear wall of the foundation. Soft material was excavated, by hand, from beneath the footing to a depth of about 3-1/2 feet. Water control was achieved by allowing the water from the sewer bedding to flow into the sump, from which it was periodically bailed by the excavator. The bottom of the hand excavation went down to about the spring line of the sanitary sewer lateral, at which point it was bearing on the sewer bedding stone and undisturbed soil. The excavation extended about seven feet to the left of the building corner. The inner face of the excavation was about even with the inner face of the footing. The excavation was filled with concrete. The outer face of the concrete was formed with boards: other surfaces were poured against the earth. The concrete was well spaded under the existing footing. Based upon my observations as described above, it is my professional opinion that the underpinned foundation has sufficient strength to support the proposed wood framed single family residence. Sincerely yours, BUCK & BUCK 6 1 Lawrence F. Buck LFB/L721820B cc: Mr. John Collins &-' JUN 3 1993 South Windsor BUILDING DEPARTMENT i PERMIT DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby: TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT. APPROVED DISAPPROVED 1540 SULLIVAN AVENUE 7 644-2511 Ext. 230 a e -/,, ding Inspector Application must be printed or typed 1. LOCATION OF JOB FEE SCHEDULE No. Street 0 $1 ,000 10.00 Floor Apt . No. Over $1 ,000 -10.00 2 . OWNER C ,P e.r. P-6qLT-Yper $1 ,000 or fraction thereof nn 3. ADDRESS (a5g TTW K2_0 Loin sor-, CT 0000 7y 4. APPLICANTS -ELECM- y 5. ADDRESS 0.0. f3o K f` 's 6. ESTIMATED COST $ g;2 7 . IS THIS A CONTRACT COST Yes No - / 8 . FEE ENCLOSED $ 9. TYP OF BUILDING: RESIDENTIAL COMMERCIAL 10. TYPE OF JOB: V/110rigin 1 Installation i Alteration/Addition/Repair RD 3A 11/88 APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) 11 . LOCATION OF JOB LM- q'? NO. STREET APT. NO, 12 . TYPE OF INSTALLATION 0&,o d Qp ,'Oj 13 . SIZE OF MAIN FEEDER 1 (Q() 14 14. NO. OF LIGHT LOOPS 15 . NO. OF HEAT LOOPS 16. NO. OF POWER LOOPS 17 . NO. OF LIGHT OUTLETS 18 . NO . OF HEAT CIRCUITS 19. NO. OF POWER OUTLETS 20. NO. OF CONVENIENCE OUTLETS 21. NO. OF HEAT CIRCUITS_ 22 . NO. OF POWER CIRCUITS 23. NO. OF LIGHT CIRCUITS 24. SIZE OF HEAT CIRCUITS 25 . NO. OF MOTORS 26 . NO. OF PANELS_ 27 . TOTAL WATTAGES I ICGJ 28. NO. OF POWER FEEDERS 29. NO. OF SWITCHES Z 30. A/C LOAD 31. SIZE OF POWER FEEDERS L- 32. NO. OF FIXTURES 33. TOTAL HORSEPOWER 34 . NAME OF SUBCONTRACTORS AND THEIR TRADES 35 . REMARKS AND FURTHER DETAILS : LICENSE NO. SIGNATURE OF APPLICANT DATE PHONE NUMBER: rJ Lot No. 7 Building Permit I OS 1 Temporary Sendca 4 Piermanent Servic Pursuant to Permit No. v This Certifies that the Electrical Work for which the above named Permit was granted has be n duly inspected and is hereby approved. Owner 1/ Electrician Str e 0,: Hding Inspector PERMIT NO. 911 DEPARTMENT DECISION APPLI CAT ION FOR Application is hereby : PLUMBING PERMIT TOWN OF SOUTH WINDSORPPROVEDDISAPPROVEDBUILDINGINSPECTIONDEPT. 66309-3 iff-t-644-2511 Ext. 230 Date Building Inspector Application must be printed or typed. 1. LOCATION OF JOB: A,5--Redfield Community Lot # 99' Model Type FEE SCHEDULE 2. OWNER: JMJ Construction 0 - $19000 -10. 00 3. ADDRESS: 658 Ellington Road Over $1 ,000 -10. 00 South Windsor, CT 06074 per $1 ,000 or 4. APPLICANT: G & R Valley, Inc. fraction thereof 00 5. ADDRESS: 350 Chapel Road South Windsor, CT 06074 6. EST. COST: $ 3,000.00 7. IS THIS A CONTRACT COST? X YES NO 8. FEE ENCLOSED: $ 30. d o Zbyrf Jam' Gk 9. TYPE OF BUILDING: X RESIDENTIAL COMMERCIAL 10. TYPE OF JOB: X ORIGINAL ALTERATION INSTALLATION ADDITION REPAID. BD 2A 11/88 APPLICATION FOR PLUMBING PERMIT (Cont. from Reverse Side) Model Type 1i-.,«_ 11. LOCATION OF JOB: Lot # 9l Redfield Community GENERAL PLUMBING 12. KIND OF INSTALLATION:New 13. SIZE OF MAIN DRAIN 4 14. NO. OF TOILETS STYLE 15. NO. OF URINALS STYLE 16. NO. OF BATHTUBS 16A. NO. OF SHOWERS 17. NO. OF LAVATORIES 18. NO. OF SINKS 19. DISPOSAL 19A. DISWASHER 20. NO. OF CONDUCTORS SIZE 21. NO. of STACKS SIZE L,? 22. AREA OF ROOF 23. NO. OF CATCH BASINS 24. NO. OF FLOOR DRAINS 25. NO. OF OTHER FIXTURES KIND 26. ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW? 27. SIZE OF WINDOW 28. IF NO WINDOW, WHAT KIND OF VENTILATION IS THERE? 29. SIZE OF DUCTS 3 SEWER R SEPTIC TANK? 31. SIZE OF WATER MAIN 31A. SIZES OF WATER PIPING & RISERS 32. REMARKS AND FURTHER DETAILS Per Plans WATER HEATER Off Boiler 33. TYPE VY eg Oa // 34. MANUFACTURER jy,-7/ TANKS SAFETY DEVICES T121PERATURE 35. CAPACITY 39. RELIEF VALVE 36. TEST PRESSURE LBS. 40. MANUFACTURER ey y 37. WORKING PRESSURE C! /'• LBS. 41. PRESSURE RELIEF VALVE _ 38. TYPE 42. MANUFACTURER P-201758 LICENSE NO. DATE Sf GINA URE ICANT PHONE N0. 289 FOR OFFICE USE ONLY APPLICATION FOR HVAC PERMIT DATE: NO. WbW TOWN OF SOUTH WINDSOR EST.COST: Q j1 BLDG. PERMIT N0. r 1540 SULLIVAN AVENUE LOB FEE A" SOUTH WINDSOR, CT 06074 FEES: 0 644-2511 - Ext. 230 0 - $19000 - $10.00 1000 or fraction LOCATION OF BUILDING 99K o,? C 1 eof - $10.00 I U D•c._ vi o a -Dom.'' ,G' OWNER ADDRESS TOWN PHONE NO. 1' r HVAC CONTRACTOR ADDRESS TOWN PHONE NO. TYPE OF SYSTEM: HEATING TYPE OF BUILDING: RESIDENTIAL A/C COMMERCIAL VENTILATION BUSINESS INDUSTRIAL IF HEATING: STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC-_ ,D WARM AIR UNIT RADIANT HEATER (INCLUDING WOOD COAL BURNING STOVE) TYPE OF FUEL: OIL-GPM GAS IN-PUTZ&&O ELECTRIC KW WOOD COAL OIL TANK - SIZE & LOCATION: INSIDE OUTSIDE CAPACITY LPG TANK - CAPACITY EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS (BTUH) HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT (INCLUDING MAKE & MODEL NO.):,_M*rz /ya j• C& Avx,, M2 z GROSS HEATING CAPACITY (INPUT-BTUH)/Od,0140 NET RATING (OUTPUT-BTUH)dal,DDD IF AIR CONDITIONING: DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN (BTUH) HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT (INCLUDING MAKE & MODEL NO.): TONNAGE COOLING CAPACITY (BTUH) IF VENTILATION: DESCRIBE ALL AIR-HANDLING EQUIPMENT (INCLUDING KITCHEN EXHAUSE EQUIPMENT): TOTAL SIZE OF SYSTEM (CFM) FRESH AIR INTAKE (CFM) PLAN MUST ACCOMPANY APPLICATION) The undersigned hereby applies for a permit to perform the following work and is to comply with all local ordinances and State of Conn. Building Codes in the performance of such work. FURTHER DESCRIPTION OF WORK: STATE LICENSE - NAME & TYPE"If DATE S GNA R F P 6 0A,3 APPROVED AT BD 4A 11/88 I - B a R CALCULATION SHEET 1503 (Modern Method) Copyright 1977 by The Hydronlcs Institute OWNER ADDRESS DESIGN TEMPERATURE DIFFERENCE F. DATE COL.A COL.S COL.C COL.D COL.E COL.F COL.G 1 ROOM Q O H L W H L W H L W H L W H L W Design Water Temp. Z ROOM DIMENSIONS, FT.U BTUH per F of of 3 LENGTH EXPOSED WALLS,FT. Radiation Selected 4 WINDOW AND OUTSIDE DOOR AREA LL BTUH BTUH BTUH BTUH BTUH 5 WALL CONSTRUCTION ROOM LIN.FT.OF Table 9,Lino 3 x H) TOTALS RADIATION 6 TYPE OF GLASS FROM LINE 12 SELECTED Bottom of table used for Line 5) 7 CEILING CONSTRUCTION C Table 9,L x W) g FLOOR CONSTRUCTIONt Table 9,L x W or Lin. F t) E 9 COLD PARTITION CONSTRUCTION F Table 9,L x H)G 10 C 1 Wall(With Openings) o H i Z Walls(With Op nongs) x 3 Walls(With Openings) or Ent.Hall 11 TOTAL BTUH AT 70F TEMP DIFFERENCE' 12 TOTAL BTUH AT DESIGN TEMP. DIFFERENCE K COL.A _ -^-COL.B COL.H COL.1 COL_J COL.K COL.L TOTAL BTUH TOTAL OF BUILDING RADIATIONROOMtiATSELECTED O H L W H L W H L W H L W H L W DESIGN TEMP.°L32 ROOM DIMENSIONS. FT DIFFERENCE u LENGTH EXPOSED WALLS, FT Q 41 WINDOW AND OUTSIDE DOOR AREA U. OTUH BTUH BTUH BTUH BTUH 5 WALL CONSTRUCTION INCREASE BATHROOM Table 9,Line 3 x H) TOTAL 20% 6 TYPE OF GLASS IB tt m of table used for Line 51 7 tFOR CONCRETE FLOOR ONCEILINGCONSTRUCTIONGROUNDORFILLAT Table 9, L x W)GRADE LEVEL,USE LINEAR B FLOOR CONSTRUCTIONI FEET OF EXPOSED EDGE Table 9,L x W or Lin Ft.) 9 COLD PARTITION CONSTRUCTION Table 9,L x H) 10 1 Well(With Openings) Z Walls(With Openings) G x J 3 Walls(With Openings) or Ent. Hall 11 TOTAL BTUH AT 70F TEMP DIFFERENCE' 121 TOTAL BTUH AT DESIGN TEMP DIFFERENCE This form Is available from The Hydr nits Institute.36 Russo Place,Berkeley Heights,N J 07922 FORM 1503 F W VR-bb L,Uj,1i'-1H1,4Y JW{j ON L U CHT 10 q us!a0 U 1 H W I 1\1 D WrHOL E-+vqLL K t F W w E-I"'b CLIN-1 10-IL-1 OR : (1&k VHLLEY J*(Jf_.,, RLIC1111 4i FNCJLJI,i NONE F f4C.10 1\1 R001-.1 ilzu- fl-ru 1._os"13, F-f BOSi L I V I NG RM 1410 ax 19X 1 6 3 6. .1b,L, I ki. L) D 11-4 1 v4 G 00 6X I I t). 4 13 K I I CHEN 4. Oii., ax lox IV-1 16- 17. 00 4 1 b AI H t). 0121 6X 6X -L,15 7 4. --,,0 bL)Rsri D Ej\j C,. 00 6 X 12X 12 4cl cj 0 C- 7. 6 b D R f"I 7. (A 0 6 X ILX 14 bdiQi-7j. '---14 7 bN I 6. Q1 0 8 X 8A l 1 4. 4c' 9. Oki BX I C--'X 14 561 CA 4 5 I'Ci I PL,: 30166'. 7L b'i U (:t='a.-C.ULA-i I ON11-; HAvL Bf-AIN I NCR[--_(--iSFA I-OV. 10 ALLOW FOR EXJRA HEAT lr,,,' f-;f-1TF;f'-,001yj L)HTO SO. F-1 c-,G!. F-f SG!. F-f L-0. F-f b0. FT Rf', 4t Ni-A WOLL GL A S IS EXP CEIL EXP FLR VOLUME L IV. ARLH CA I W 1 f1i 0 1 too 4 9 / 7 40 Its 3 V1 I i 5L-, 14ii I o I b C-A ks I L%44 I C, I U-1 HLI---) 1106, 4 L%d ILI F I LI H-PT LUG: D A f N kh, 4i WILL LOSS GLADS CE I L I[,;u4 FLUOR 10-10L LIU 1 00 Q!, VIV) 3447'. Al I 316. Cq V1. 00 6 6. 60 1 4. ..A-fl T/4. II-I. Oki vi. 4-1v: I 1i I. it, 6,1 :57. 50 ki. Ov, 16 9 .4,14 14("1 1-1 t--,-7 6- 33. 20 a 0 51 7. 44 Q1. 14111) 4 1. b6 14. 4 iii!93. 60 0. k1cl,01 00 1693. 4,41 7,- OF T 0-F. YHE AVERAGE LAYU PEER 31A. FT. IJ,'--- LIVINO L" '.3 L--"*-). 1%:, Tr iE- AVE 1-4 iGE B'T U PtiR LU. LIVII-46, FAufORS USED IN CALCULA f I ON b'r li\F,r FA(--JOR # WALL G L N S-33 CE I L I jN4(-j F L00i 1 i,4F I LT. OU f r-,Ijf 1 141, .. C-- I... QjQI 0. 10 bi 0. 11 Q). 09 yl. C?1 7IJ 3. Q.I 0. 10 oil. 6 5 k1. 1 1 0. 01-) 1 it A- JJ 4. 0 kl 0. ILIV.1 00 0. lo 0. 65 0. 11 till. 09 Vt. 18 In 7. ',-,;te'.1 141. 1 Vl Ql. cl.j 0. 1 1 141. Qly 0. 16 b 6. QI 0 Vt. 10 0. 66 fit. 11 0. VI 9 v). la 6 0, 6_L:9. Oki 10. 111)j 0. 1 1 14). V-1 9 0. 13 E,vi