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23 SEA PAVE RD
(° rS -71 "73 3v DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# 'App on is a y: BUILDING DEPARTMENT I LTV 'q APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# �.l 644-2511 ext. 230 Date PpLuildingnspector Application must be printed or typed FEE SCHEDULE Location of Job: ''^^ ,! Q?g 1�avC� 'W $0-$1,000=$15.00 F:TenantDesignation Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Apt.No. APPLICANT 7- C= /�G(2 APPLICANT ADDRESS Ll Q C F►=(A r )y �1 C 111-i7,b cam- n U(,Ic S APPLICANT PHONE# X y U^ o W N S Fq OWNER i < OWNER ADDRESS Sec, 19-1 i= 2la s , OWNER PHONE 0 C ESTIMATED COST$ 15ZJU ' •� *ft IS THIS A CONTRACT COST?2 _Yes *No !t o � FEE ENCLOSED$� `, -71 SO� • o TYPE OF JOB: ' R C New Installation -±Alteration/Addition/Repair 2-o (-oar .�-s3 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 ❑NO UJ BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑ CA FUTURE USE AND OCCUPANCY ❑EDUCATIONALMERCANTILE O INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑ GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE �ao SIZE OF MAIN CONDUCTORS_ 6 UC/ M C w-- NUMBER OF METERS I NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES d 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 SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK a ^A ryc- �� - i�►'� � I7 a,n�7 L 5 u S 4- if- - 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 I U Z I Co RECEIVED ,� . �' SITE COMPLIANCE CHECKLIST JmN 4 U Z004 TOWN of SOUTH WINDSOR, CONNECTICUT � SOUTH WINDSORP 23 SEA PAVE ROAD LOT_# 2 Reviewed Bygiue�ring) �ETARPENTRY SERVICES Date Reviewed 20 BISSELL STREET,MANCHESTER,CT Reviewed By .Planning) BP #_29919_ Ph_# 649-8800 Date Reviewe oy pprov Denied Date Submitted 00/00/00 ***** FOR C of 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 L� l 2. Finish grading per approved building permit plan 3. Site work; i.e. trees, shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer/septic system b. foundation drain 200� L&14"s C. electrical & telephone d. water e. olhe.k n S 5. Sewer connection charge paid ✓ p. 6. Appropriate certification t 7. Bonding 8. Planning & Zoning/ , 0 Inland wetlands Considerations A. Lighting v 5' B. Signage Freestanding Wall C. Fee in lieu of Open Space Sewer Permit /No. Pav Exc # 1 � — COMMENTS: �l✓ift oC As��J.L!�� S�ew/� �4.!�.(n6.,t"Status: . rr/'t Try V1 r� IV of" Cn•+ e� S�,mW ✓ 12,o I t s 0 " C�2L G/[ S��rI S �A vC�►� /�k i/�%��+s S err►-// rk i Elegy ric# I S�7ag APPLICATION FOR BUILDING PERMIT Plumbing# 23 Sea Pave road Date:,-,12---d3 HVAC # I tj SS Sprinkler# 30218 FINAL R Estimated Cost $ �75, Building] (d Permit Fee Engiaee n COMPLETE RED BOXED AREAS Occupancy Fee Enginei TYPE OR PRINT ONLY Eng. Insp. Fee $ AffidavA r. for C 1 ► SIGN ON REVERSE SIDE 4�jj PP - ---- - - - _ Total Fee $ //A!�-,� TO THE BUI ING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant f ti Location of Work S eei Lot No. Applicant's Address 3� de, Tel.# 9&0 - 9go Q Town gi2 SL 4a, d -_ Zip e-T Lic.# 561 ?(l0 Owner ��Z� ci Architect Owners Address a 3 Sew Po..ve- i�pq C,( Architect's Address Zip Q' -)7 y Zip Sq.Ft New Area: 1st F1. 2nd FI. 3rd FI. Total New Area Purpose of this permit -1121 Z o/Z_ A c/1c.0 a VF— Z®)WO Sil/y4io s Well❑ Se stem tic S ❑ Sewero City Watero p y Ins: HO Sp Cert. Area Basement Garage Approved by Date //- Use Group Construction Type Revised 8/02 rt 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 bcated the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in whi�,h this twil � its u allowed. // � d! Signed�(/�"' I hereby apply for a Certificate of Occupavicy for the ribed in this application for the permit. Signed,,-- DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ---------------------------------------------------------- -------------- **-30218-B 75,000 r 1 E03 ROUGH 12/03/03 JFF A WITH CONTRACTOR OFFICE AREA ONLY E03 ROUGH 12/03/03 JFF A ELECT ROUGH WALLS ONLY OFFICE AREA P03 ROUGH 12/05/03 CJD A PEC H2O AIRTEST,DWV OK B03 FRAMING (ROUGH) 12/05/03 CJD A OFFICE WALLS FIRESEPARATION WALL FRAMED B10 FINAL O1/16/04 JFF A WITH OWNER CONTRACTOR AN CHRIS B10 FINAL O1/16/04 JFF A CLOSEOUT **-18728-E 19,000 c Electric#' V 9d I S-7 a1 APPLICATION FOR BUILDING PERMIT Plumbing# J/3 3 23 Sea Pave Road Date: Na.S-�0 3 HVAC # //ef S-/ Sprinkler# 9 A 91� Estimated Cost `si. �O 000.00 FINAL R Building✓ I6 o Gam'" COMPLETE RED BOXED AREAS �I Permit Fee $ Engiin i 'n TYPE OR PRINT ONLY Eng.Occupancy sp. F Fee $�� Appr. f SIGN ON REVERSE SIDE ' Appr. for COS �� G' Total Fee $ /G TO THE B ING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant lesco C'r� e-� evv►c e'I ovation of Work .23 Seqc27 Lot No. Applicant's Address a? & e L L S tY��-t Tel.#—X(od- b y9- ?'do 0 d Town ,Ma ti cke ye e— C T Zip O&O L4 0 -Lic.# S 16,k&d Owner-VIA t�- 2-0 12(2 5 Architect - S v-cA c Owners Address y q0 f3c.�.�,.,cna� Si:,. &J— Architects Address '70 So l�w.d av� ZipZy O-TZP�2i3 Sq. Ft. New Area: 1 st FI. /S o aa. 2nd FI. 3rd FI. Total New Area Purpose of this permit Eb cicl't uJ i— 5 4-c C-VU i C . 8t-.,i of tic C L, City Waterer Well❑ Septic System❑ Sewer❑ Ins: HO Cert. Area Basement Garage Approved by Date V-r--03 Use Grour>4g::�r _ Construction Type olC- RNns*d 6/02 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 wtych/this building ap use is allowed. Signed G C1 I hereby apply for a Certificate of Occu ncy for the escrilxd in this application for the permit. ' Signe _ DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-29919-B 60,000 3 BO1 FOOTING 09/16/03 JFF A WITH CONTRACTOR NORTH REAR AN REAR HALF OF SO SOUTH 2NO5 FOOTING NO6 VERT NO7 LG PIERS BO1 FOOTING 09/18/03 CJD A LINE A THROUGH 1-BC B02 FOUNDATION 09/29/03 CJD A SOUTHERLY WALL DEEP FRONT TO REAR ALL SET E02 UNDERGROUND 10/02/03 WNB A WITH CONTRACTOR,TO TRANSFORMER PAD,TO PANEL STUB.GROUND RODS ® EACH P03 ROUGH 10/02/03 WNB A WITH CONTRACTOR,WATER TEST TRUNK LINE ONLY B09 OTHER 10/07/03 WNB PREP FOR SLAB ON GRADE,INSULATION OK. GUTTER/LEADER PIPE SET. B09 OTHER 10/10/03 WNB A 5 TIE BEAMS,REINFORCED,WITH CONTRACTOR. P02 UNDERGROUND 10/14/03 CJD A RAIN UNDERGROUND ®NORTH SIDE OF FOUNDATION B02 FOUNDATION 11/03/03 CJD A WIRE, 6MIL POLY READY FOR SLAB ON GRADE E01 SERVICE 11/13/03 CJD A PO4 GAS TEST 12/17/03 JFF A WITH CONTRACTOR LEFT APPROVAL NOTICE NOTE FUSIBLE LINK DAMPERS 6 IN SEPARATION WALL B10 FINAL O1/16/04 JFF A WITH OWNER CONTRACTOR AN CHRIS B10 FINAL O1/16/04 JFF A CLOSEOUT **-11338-P 18,000 Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-18492-E 5,000 **-11981-H 51,000 **-18727-E 8,000 MI Y .y. �0`cj13 ;02 11:08a THE GREEN SCENE 18602918700 P. 1 fe .. DR. CLARENCE WELTI, P.E., P.C., GEOTECHNICAL ENGINEERING 227 whams street P.O. Box 397 25nalyxl Glastonbury,CT 06033 • (860)633-4623 t FAX(860)657-2514 June 15, 1999 SEA 4 P003 ' South Windsor BUILDING DEPARTMENT Mr. Ralph C. Bowen, President The Green Scene 149 Goodwin Street East Hartford, CT 06108 Re: Lot No.23 Seapave Road; South Windsor, CT. ; Geotechnical Study Dear Mr. Bowen: 1.0 Herewith are boring data pertaining the above.Five borings were drilled to a maximum depth of 27 feet.Borings were drilled by Clarence Welt!Associates, lnc.and sampling was conducted by this f rm solely to obtain indications of subsurface conditions as part of a geotechnical exploration program. No services were performed to evaluate subsurface environmental conditions. 2.0 Geologically the natural soil overburden is of glacial lake origin. The natural soils consist primarily of medium compact to loose stratified Fine to Medium Sand, little Silt, overlying the Varved Silt and Clay. This layer extend to 25 to 30 feet and overlies Fine Sand and Silt with little Gravel. 2.1 The Soils Cross Section is generally as follows: Compact Fine to Medium Sand,some Silt, little Gravel to 2 to 3 feet (probably fill) Medium compact to compact Fine to Medium Sand, little Silt to about 6 feet Loose Fine to Medium Sand,trace to little Silt to about 15 feet Soft to medium stiff Varved Silt and Clay to 25 to 30 feet Medium compact Fine Sand and Silt,little Gravel 1 13 '02 11:08a THE GREEN SCENE 18602918700 } p. 2 _ 2.2 The Water Table was at about 5 feet below grade and could rise to within 3 feet of grade in wet seasons. 2.3 Topographically the site appears to be relatively level.Most of the lot is about 2 feet below the road grade.on Seapave Road.There is drainage ditch along the south side of the lot. 3.0 The Proposed Project is understood to be a 10,000 sf slab on for landscape equipment and an office. It is presumed that there will be considerable parking area around the building,paved or gravel surface. 4.0 The Foundation Design Requirements are presumed to be as follows: 1.The maximum settlement shall not exceed 3/4"and the maximum differential settlement shall not exceed%:of-the maximum settlement. 2.The foundation shall address the seismic section of the building code. 3.The slabs on grade shall not setticmore than 1/2"in excess of the structure settlement. 4.1 Regarding item 2 (above) the soils will not be subject to soil liquefaction during seismic episodes.The site factor"S"can be assumed to be 1.2.The velocity related peak acceleration Ar is 0.11. 5.0 Regarding foundations the building can be constructed on spread footings. The footings shall be on natural ground at least 2.5 feet below existing grade and at least 3.5 feet below finish grades (for frost protection). The soils the proposed'footing level may be somewhat silty and it is recommended that 6"of 3/8"stone be placed beneath the footings. The allowable soil loading can be 2 Tons/sf. 5.1 The summary of design parameters is as follows: 1 Soil Bearing 2.0 Tons/sf Seismic Factor(S) 1.0 Peak Acceleration (A,) 0.11 Frost Protection Depth 3.5 feet Sliding Factor 0.6 2 'Oat 13 02 11:08a THE GREEN SCENE 18602818700 p. 3 I i I i Backfill Unit Weight 125 pcf Active Coefficient 0.27 Passive Coefficient 5.0 At Rest Coefficient 0.45 6.0 Regarding filling and backfilling for slabs on grade the following criteria shall apply. 6.1.All backfill under the slab on grade to within 4"•of the slab to the gradation,cited below. i 6.2.The slab underlayment shall include a 4"layer of 3/8" stone. M Ml-W� n 100% 3.5" 50 - 100 3/4" 25 -75 No. 4 J The fraction,passing the-No.4 sieve,shall have less than 10%,passing the No.200 sieve. JAll fill and backfill must be compacted to at least 9S%of modified optimum density. A vapor barrier is required beneath the slab on grade.This should be placed below the 3/8" stone. 6.3 The existing fill can be left in lace under r the slab on grade,but all backhlI shall conform to the ., gradation,cited above. J 7.0 Regarding earthwork the soils are in OSHA Class C and the maximum slope for cuts,which are unshored and exceed 5 feet in depth,shall be 34° (1.5 to 1.0). J 7.1 Compaction p n requirements are as follows: • Under structure and within 4 feet of grade under pavements 95+%of modified optimum density • Below 4 feet under pavements 93+% • Under landscaping 90+% J3 I Odt 13 02 11 : 09a THE GREEN SCENE 18G02918700 p . 4 J , 8.0 Regarding pavements the existing fill can be left in place.The pavement section above existing or new fill shall be as follows: Passenger Car Parking: 2" of Bituminous Concrete on 8" of Processed Stone Entry Roads+ Truck Access: 4,5" of Bituminous Concrete on 8" of Processed Stone It is presumed that the sub-grade beneath the pavement section meets the compaction requirements 9.0 This report has been prepared for specific application to the subject project in accordance with generally accepted soil and foundation engineering practices.No other warranty,express or implied, is made. In the event that any changes in the nature, design and location of structures are planned, the conclusions and recommendations contained in this report should not be considered valid unless the changes are reviewed and conclusions of this report modified or verified in writing. The analyses and recommendations,submitted in this report, are base( in p pon data obtained from the referenced explorations. The extent of variation between exp ions may not become i evident until construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations of this report. Clarence Welti, P.E.;P.C. should perform a general review of the final design and specifications in order that geotechnical design recommendations maybe properly interpreted and implemented, as they were intended. y r. Very truly yours, _ Clarence Welti, Ph.D., P. E. .. Pres. Dr. Clarence Welti, P. E.; �r 4 }" r �Oc't 13 02 11 :09a THE GREEN SCENE 18602918700 p.5 CUIXT_ ��� �E€mil S1i lc rtona DR.CLARENCE WELT],PE,PC ,�� [[ ` P.O.BOX397 GLASTONBURY.CONNECTICUT 06033 •'(860)$33.4623 by Ott y�4• SK17 �I Mbd J J .ScJ.WooV.AA6-! Srrar-T J A" J r 1 4 I J r � J z, ,.( Odt 13 02 11 :09a THE GREEN SCENE 18602918700 P. 6 J JCLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME P.O. BOX 397 LOCATION SEA PAVE STREET GLASTONBURY,CONN 06033 THE GREEN SCENE SOUTH WIN , AUGER I CASING SAMPLER CORE BAR. JOFFSET SURPACC VLEV. X LE NO. B-1 TYPE HSA SS LINE&STA. � GROUND WATER 08SEAVATIO START 6/7I99 SIZE I.D. 3.75' 1.5' DATE ArmN.COORDINATE AT 5.0 Pr.nP 0 ►+o s HAMMER WT. 1401bs HAMMER FALL 30' E.COORDINATE AT fT.AFTER uI'S CATER 6/7/99 S� STRATUM DESCRIPTION DEPTH NO. BLOWS16' DEPTH A + REMARKS 0 1 5.10.12-15 0.00'-2.00' BR.FINE-MED. SAND,SOME SILT,TRACE FINE-MED.GRAVEL J2 15-18-22.23 2.00'-4.00' ; ORK.BR.FINE-MED.SANG, SOME SILT 2.5 t� 5 3 50-33-22-46 4.00'-6.00' • GREY MED.-FINE SAND,TRACE SILT 0 J 10 df 4 3-4-4-6 10.00'.12.00' J J 15 GREY VARVED CLAY AND SILT,SOME SR.FINE SAND 14.0 5 2-3-3-4 15.001-17.00' n t 80TTOM4 OF BORING @ 17.0' 17.0 `I 20 J w 25 w J I 30 ra I �a 35 0 L£GEND:COL.A: DRILLER: CHRISTIANA SAMPLETYPE: D-DRY A-AUGER C-CORE U-UNDLTTURBEDPISTON S-SPLITSPOON INSPECTOR: j PROPORTIONS USED: TRACE-0-10% LI TI.E-10-20% SOME-20-35% AND-35.50% SHEET 1 OF 1 HOLE NO. B-1 J c� J Oct 13 02 11: 09a THE GREEN SCENE 18602918700 p.7 CLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME P.O. BOX 397 SEA PAVE STREET GLASTONBURY, CONN 06033 LOCATION THE GREEN SCENE SOUTH WINDSOR AUGER CASING SAMPLER CORE BAR OFFSET SURFACE ELM g N0. TYPE HSA SS LINE&STA. GROUND WATER OBSEA AT IONS START 617199 N.COORDINATE 1 SIZE I.D. 3.75' 1.5' AT 6.0 PT.AFTER HOURS DATE HAMMER WT. 140lbs E.COORDINATE AT FT.AFTER HOURS DATE 6/7199 FIMSH HAMMER FALL .30" I/ �j DEPTH SAMPLE A STRATUM DESCRIPTION ELEV. J NO. BLOWS/6' DEP•I'H + REMARKS i 0 1 10.14-12-11 0.00'-2.00, BR.FINE-MED.SAND,LITTLE SILT&FINE-MED.G AVEL J2 it•11-11.11 2.00'-4.00' LT.BR.FINE-MED.SAND,TRACE SILT 2.5 5 3 10.9-8.8 4.00'-6.00' SR.FINE-MED.SAND,SOME SILT .5 5 J 0 GREY MED.-FINE SAND,TRACE SILT i IO 4 4-4-10-12 10.001-12.00, J GREY VARVED SILT AND CLAY, SOME SR.FINE SAND 14.0 15 5 4.5-5-5 15.001-17.00' BOTTOM OF BORING @ 17.0' 17.0 20 J 25 J 30 0 35 LEGEND:COL.A: DRILLER: CHRISTIANA SANEPLE TYPE: D-DRY A-AUGER C—CORE U-UNDISTURBED PISTON S-SPLIT SPOON INSPECTOR: 9 PROPORTIONS USED: TRACE-0-10% LITTLE-10.20% SOME-20-35% AND-35-50R SHEET 1 OF 1 HOLE NO. B-2 Oct 13 02 11 :09a THE GREEN SCENE 18602818700 t ' p. e 4 CLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME P.O.BOX 397 SEA PAVE STREET GLASTONBURY,CONN 06033 LOCATION i THE GREEN SCENE SOUTH WINDSOR AUGER CASING SAMPLER CORE BAR. OFFSET SURFACE ELEV. H N B-3 TYPE HSA SS LINE&STA. GROUNDWATEROSSER TIONS START! 6/7/99 SIZEI.D. 3.75' 1.5" DATE HAMMER WT. 140Ibs N.COORDINATE AT 6.0 rr.AFTER HOURS HAMMER FALL 30' E.COORDINATE AT FT.AFTER HOURS OFINISH ATS 6/7/99 I SAMPLE DEPTH NO. BLOWS/6' DEPTH A STRATUM DESCRIPTION FELEV KS 0 1 21.24.19-27 0.00'•2.00' SR.FINE-MED,SAND,LITTLE SILT&FINE•MED.G EL I 2 12.10-10.30 2.00'-4.00' DRK.BR.FINE-MED.SAND.SOME SILT 3.0 3 30-37.30-17 4.00'•6.00' 5 SR.FINE-MED.SAND,LITTLE SILT 5 GREY MED.-FINE SAND,TRACE SILT .0 10 4 2-2.4-6 10.001-12.00, 15 5 1.2.2.2 15.001-17.00' GREY CLAY AND SILT 16.5 20 20.0 6 2.2-3-2 20.00'-22.00' BR.CLAY AND SILT 25 7 3.3.14-13 25.00'-27.00' RED/BR.FINE SAND AND SILT,LITTLE FINE GRAVEL 26.0 BOTTOM OF BORING @ 27.0' 27'0 30 35 LEGEND:COL.A: DRILLER: CHRISTIANA SAMPLE TYPE: D-DRY A-AUGER C-CORE U-UNDISTURBED PISTON S-SPLIT SPOON INSPECTOR: PROPORTIONS USED: TRACE.O-lox ExrTLE.10.20% SOMEa20-35% AND-35.50% SHEET 1 OF 1 HOLE NO. B-3 bct 13 02 11 :09a THE GREEN SCENE 18602918700 P, g J G CLARENCE WELTI ASSOC., INC. CLMN T PROJECT NAME P.O. BOX 397 SEA PAVE STREET GLASTONBURY, CONN 06033 LOCATION THE GREEN SCENE SOUTH WINOS AUGER CASING SAMPLER CORE BAR. OFFSET SURFACE ELEV. HO NO. g.q TYPE HSA SS LINE do STA. SIZE I.D. 3.75' 1.5' GROUNOWATYROBSERYA CATS gl7/99 HAMMER WT. N.COORDINATE AT 6.0 FT.AFTER 0 H URS 1401bs HAMMER FALL E.COORDINATE AT FT.AFTER uu FINISH 6/7199 30' DATE s DEPTH SAMPLE A STRATUM DESCRIPTION ELEV. NO. BLOWS/6' DEPTH + REMARKS 1 0 1 4.6.6-6 0.00'-2.00' SR.FINE-MED.SAND,LITTLE SILT&FINE-MED.GRAVEL a : DRK.SR:FINE-MED.SAND,SOME SILT,TRACE FINE GRAVEL 1.0 2 7.9.3-4 2.00'-4.00' LT.BR.FINE SAND,LITTLE SILT Y2.0 mi 3 9-15.15-15 4.00%6.00' SR.FINE-MED.SAND,LITTLE SILT 1.0 5 a e BR.MED.-FINE SAND,TRACE SILT B.O. J 10 4 2-4-4.3 10.00'•12.00' 1 GREY VARVED CLAY AND SILT.SOME SR.FINE SAND 14.0 I 15 J 5 3-4-3-5 15.00'.17.00' BOTTOM OF5ORING @ 17.0' 17.0 20 9 25 J 30 1 J 35 9 j LEGEND:COL.A: DRILLER: CHRISTIANA S.4yfPLETYPE: D-DRY A-AUGER C-CORE U-UNDLST'URBEDPISTON S-SPLITSPOON INSPECTOR: PROPORTIONS USED: 'TRACE-0.10% Ln rLE-10-20% SOME-20-35R AND-35.50%. SHEET 1 OF 1 HOLE NO. + B-4 i _ _ 13 '02 11 : 10a THE GREEN SCENE 18GO2918700 P. 10 1 CLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME P.O. BOX 397 SEA PAVE STREET GLASTONBURY. CONN 06033 LOCA77ON 1 THE GREEN SCENE SOUTH WINDSOR AUGER CASING SAMPLER CORE B AR. OFFSET SURFACE ELEV. HO 0. B- ` TYPE HSA SS LINE do STA. ER 1.5' GROUND WAT DASERVA NS START 1 1 SIZE I.D. 3.75' DATE 6I7/99 HAMMER VIT. 1401bs N.COORDINATEAT 5.0 FT.AMR 0 OURS AT Fr.AFTER HOURS FINISH HAMMER FALL 30• E.COORDINATE DATE 617/99 DEPTH SAMPLE DEPTH A STRATUM DESCRIPTION E ELEV. N0. BLOWS/6' 0 1 12.12.8.10 0.00'•2.00' BR.FINE-MED.SAND,LITTLE SILT&FINE-MED.GRA 2 7.7-9.9 2.00'-4.00' Hi SR.FINE-MED.SAND,LITTLE SILT 2.5 3 9.11-9-9 4.00'•6.00' S 5 SR.FINE-MED.SAND,SOME SILT •1' GREY FINE-MED.SAND,TRACE SILT •0 1 ,o 4 7-6-7-10 10.00'•12.00' 15 GREY VARVED CLAY AND SILT,SOME BR.FINE SAND 14.0 5 3.4-6-6 15.00'•17.00' 1 BOTTOM QF BORING @ 17.0' 17.0 20 25 1 30 1 35 LEGEND:COL.A: DRILLER: CHRISTIANA SAMPLE TYPE: D=DRY A-AUGER C-CORE U-UNDISTURBED PISTON S-SPLIT SPOON INSPECTOR: PROPORTIONS USED: TRACE-0•,0l. LITTLE=10.20% SollE-20.35% AND-35-SO% SHEET 1 OF 1 HOLE N0. B.$ FILE No.538 09/03 '03 PM 03:30 ID:URBANETTI INS AGENCY LLC FAX:860 646 5823 PAGE 1 ACOW- CERTIFICATE OF LIABILITY INSURANCCCSR DM DATE(MMIDD/YY) SSCO-1 09 03/03 PRODUCER THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION Urbanetti insurance Agency,LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 621 East Middle Turnpike HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Sox 1438 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Manchester CT 06045-1438 PhoneT 860-649-0016 FaxT860-646-5823 INSURERS AFFORDING COVERAGE INSURER A: general Casualty of Wisconsin D*sco Carpentry Services, LLC INSURER B; --- --- ---------- -----.__.. Vincent J_- Deabhaine NSURERO 82 DartmoT�th Drive - .. -...... East Hartford CT 86108 INBURERD; COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE POR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY Be ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,IXCLUSIONs AND CONDITIONS OF SUCH POLIaI!8.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INBR -- ... .- -- _ LTR TYPE Or INSURANCE POLICY NUMB.ER DATEC MWD Y PpDpT�MM/D LIMITS GENERAL uABIUTr EACH OCCURRENCE 81000000 A COMMERCIAL oENERAL LIABII RY CCX 0 3 6 5 7 21 MRE DAMAGE(Any one ire) i 50000 - a.AIMB MADE �I OccultMEG EWP(Any ona Damon) i 5 0 0 0 ..... _..._-- 02/01/03 02/01/04 PERSONAL&ADV INJURY 11000000 GENERAL AGGREGATE $2 0 0 0 0 0 0 GEN'L AGGREGATE UWT APPLIES PER: PRopU(,Ie-COMP/OP AGO i 2 0 0 0 0 0 0 POLICY— --L L� T AUTOMOBILE LIABILITY CSL 1000000 TY ' A Y ANY AUTO CHA0365721 02/01/03 02/01/04 PisanCOMBIN®SINGLE u 1 500000 ALL WVNED AUT06 - SCHEDULED AUTOS BODILY INJURY i - F° pe—) H IR®AUTOS _.—.... BODILY INJURY NON-OWNED AUTOS (Per aooldanQ i --- ---- PROP DAMAGE : ar GARAGE LIABILITY AUTO ONLY.EA ACCIDENT AUTO — THM THAN EA ACC i AUTO ONLY: A00 i EXCESS LIABILITY EACH OCCURRENCE f OCCUR l ]CLAIMeMApE AGGREGATE i DEDUCTIBLE i . RETENT1oN » f WORKERS COMPENSATION ANO -• -- EMPLOYERS'LIABILITY I TORY LUTE --- CKC0365721 06/03/03 06/03/04 EL.F.ACHACCIDENT 6100000 E.L DISEASE-EA EMPLOYEE. $ 100000 OTHER -. EL.DISEASE.POLICY LIMIT i 500000 DIaSCRIPTION OF OPERATIO[4a&OCAT(ONOIVIEHICLESIEXCLUSIONS ADDED BY ENDORBEMENT/SPECIAL PROVISION8 1980 GMC PU 2GTFK24K3J1555610 Installation of cabinetry and trim CERTIFICATE HOLDER N AcomoNAL INSURED;INSURER LETTER CANCELLATION 80UTHWI SHOULD ANY OR THE ABOVE DESCRIBED POUC(Es BE CANCELLED BEFORE THE EXPIRATION GATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN 860--644-3781 Town f South Windsor NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.BUT FAILURE TO DO SO SHALL Building Department IMPOSE NO OBLIGATION OR LABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 1540 Sullivan Ave. REP NTATIVE$. South Windsor CT 06074 -'��e��� -•' ACORD 2S-S(7107) - OACORD CORPORATION 111aa July 10,2003 �i a ' Mike Zoppa _ r— 11 23 Sea Paved Rd. o � �, t South Windsor,CT 0607.3 e L N p coo RE: 100'X 150'X 2-l' �= 0-o COMIviERCIAUINDUSTRIAL BUILDING w o PO#W27960 Desco Carpentry Services.LLC ¢o Dear Customer. =in ow z This is to certify that the above referenced structure is being designed in accordance with the 1999 edition of the Co o BOCA National Building Code for the following loads in addition to the dead load of the structure. a) Q Roof Live Load=20 psf e) Crane:Capacity— tons Tributary Reduction ❑ Yes © No ❑TR ❑U./H ❑MONORAIL o R Roof Snow Load=30 psf CMAA-Class C unless noted U- o (Ground Snow Load=42 psf%tiith Ca=0.7) f) Mezzanine Size=NIA 0 o a Snow Imp.=1 _ LL=N/A psf DL=N/A psf Co m N m FQ- b) Wind Speed=80 mph.Exposure C g) Building Enclosure T}pe: N O Wind Imp.=1 Evl] Enclosed p ❑ Partially Enclosed iu c) Seismic Coefficient Aa=0.13 ❑ Opp 0 lr Seismic Imp.=1 1LLa-Z h) Deflection Criteria c Z d) Collateral Load=2 psf(Sprinkler.Insulation.Drop Ceiling) G WedgCor(MBti[A)Standard Z O Others(Specify): ❑Other(Specify): m w o a This certification is in accordance to the design loads you requested and specified in the purchase order agreement. The building is designed in accordance with AISC,ASD Ninth-Edition,AISI 1996 Edition,and L:1 MBMA Standard. WedgCor,Inc.makes no representations as to the adequacy of the design loads on the building components you have ordered. It is your responsibility to contact your city or county building officials to UJ determine if the specified design loads you requested are adequate for your geographical area. If you are unfamiliar«ith the design loads required to obtain the necessary building permits,please contact your building official immediately and verify that the loadings you ordered are correct and in accordance with your building 0 official's requirements for obtaining the necessary permits. WedgCor.Inc.limited warranty and engineering data are set forth in your PURCHASE ORDER,LIMITED WARRANTY and MANUFACTURER'S AGREEMENT. This certification covers parts manufactured by ® WedgCor.Inc.only and excludes such parts as doors.i indows,masonry,foundation design and erection of the building. This building may include components not manufactured by WedgCor. Inc. A list of these components «ill be provided in the Outside Purchase Letter. The undersigned is not the engineer of record for the overall project. ZZ Sincerely. 1{ � �� lj ,�ykllctyEB!€ycfFtllgrr Richard Keith Joyce. P.E. ya ".�{'� '•.- Registered Professional Engineer . ' • r ¢ r.. rn::_ v Enclosures: Definitions and Common Practices 3 • Limited Warrantv ..��.• IJo.2360 A " 3�� lt sh ;:5,yy, %i'�$ivre�5 'sL: s'}�l'•d�i: i•. .mil- ter;•+�(-T!%�i;{�:•. o;_ 9 \..�. ;y!+,'4;^:j ��'{':...w -._ Y' •-iV. '� �-rT++- 'i%�yy a ICBO Evaluation Service, Inc. Approve d Fabricator ; r rt This is to signify that SEP -d 2003 NVEDGC'OR STEEL BUILDINGS ' 6800 EAST HANg'DEN ; DEi\'VER,COI.4R_4D0 80224 South Windsor M. BUILDING DEPARTMENT r� Approved Fabricator FA-293 has derrionstraied c-umPliance with the ICBO Evaluation Service,Inc.,requirements for reeognitionas an approved structural y` i steel fabricator and has been recognized under Section t 701.7 of the 199; Ur:f/br►n Building Code,and Section I 704.2 2 of I the 2000 International Building Code"as an approved fabricator for two years,commencing August 1,2002. �• r Fabrication processes and procedures covered by this-certificate are conducted in acwrdance with the fabricator's approved � P P quality control inanual. Periodic plant inspections are conducted by Professional Service Industries(P.A-660),at 1515 East t Business Loop,Tamestown,North Dakota,to monitor the fabricator's quality system and fabrication processes. Recognition is r y` limited to the fabrication processes and procedures only. Recognition does not cover the product,or the design or }: > performance characteristics of the fabricated product. /.jL�y F•,.� P.E. Patrick V.McCullen L J C. P.RamarlI, g Manager,Field Senzces Group Vice-President I This certificate supersedes any ICBO ES fabricator certificate bearing an earlier date. The certificate becomes invalid upon suspension,cancellation,. t t t. r+evocariou,or Lxpiratiou of recognition. See the ICDO ES Index of E►ahmfion Reports(printed version,or on the web at ca-%c'w.icboes.org)for current y information,or contact ICBO ES directly at(562)699-0543.09130,2002 'r}-_.. F r .. :.: v;,also,:r, 1 d r 4- t . r. S'" s• ,n }' �.� wr fi !'' •`t F s•�,:t Y - r. ' } . r ..� r G tjo<< � FROM : MSIRAKPE FRX NO. : 8606592367 Sep. 05 2003 12:13PM Pl MICHAEL J. SIRAK, Y.E. CONSULTING ENGINEER 70 OAKWOOD DRIVE, GLASTONBURY, CT 06033 (860)633-5793/FAX (860)659-2367 FAX TRANSMITTAL DATE: Q�,Sf b �V TO: G 44L1 5 Gl FAX No: (0 0 ar FROM: ('1 6, � )T MG SUBJECT: Z off -- S7'J p1 o NO. PAGES: INCLUDING TRANSMITTAL REMARKS: t4'T-f+j'r of �3�!J LlL S I 4-2 rV 1 r•1�J 1 FROM MSIRAKPE FRX NO. : 8606592367 Sep. 05 2003 12:13PM P2 ZOPPA STUDIO 23 SEAPAVE ROAD SOUTH WTNDSOR, CONNECTICUT BUILDING CODE INFORMATION USE GROUP: MIXED, SEPARATED USE PER 313.1.2 F-1,MODERATE HAZARD FACTORY(PRINTING) B, BUSINESS FIRE AREA: PRODUCTION(F-1): 10,000 S.F. OFFICE(B): 5,000 S.F. TOTAL AREA: 15,000 S.F. CONSTRUCTION TYPE: 2C NONCOMBUSTIBLE, UNPROTECTED NO SPRINKLERS ALLOWABLE AREA (TABLE 503): USE GROUP F-1: 9,600 S.N. PERIMETER INCREASE: (75%-25%) X 2= 100% INCREASE ALLOWABLE AREA: 19,200 S.F. USE GROUP B: 14,400 S.F. FIRE SEPARATION ASSEMBLY. 3 HOUR RATING(TABLE 313.1.2) OCCUPANCY LOAD: PRODUCTION: 10,000 S.F./ 100 S.F.PER PERSON= 100 OFFICE: 5,000 S.F. / 100 S.F. PER PERSON = 50 MTITTMW NUMBER OF EXISTS; 2 DOOR CAPACITY: 36"/0.2 = 180 of DON* 4�*6L J. 11 N 11 Lj No'-1 �e��.�osscR�o fit �a?ipNAL i►�`� FROM MSIRAKPE FAX NO. : 8606592367 Sep. 05 2003 12: 14PM P3 MICHAEL J. SIRAK, P.E. CONSULTING ENGINEER 70 OAKWOOD DR]VF,GI.ASTONBURY,CT 06033 (860) 633-5793/FAX(860)659-2367 FIELD REPORT NO. 1 Date: September 4 2 p 003 Project: Zoppa Studio 23 Seapave Road South WWmdsor, Connecticut Activities: Compaction tests. Weather: Cloudy, 75 deg. Observations& Comments: 1. Soil bearing material at bottom of footing inspected and tested. 2.North, East and portion of South walls on in-situ material as found upon excavation. Soil on north wall is compact light brown fine sand with a trace of silt. Soil on east and south walls is compact red-brown fine-coarse sand with some medium coarse ravel and a trace of silt. 3. Soil bearing material on west wall and portion of south wall is compacted sand and gravel. Compaction tests indicate compaction of 90%to 96%maximum dry density. 4. Compacted fill for the building slab is well-compacted gravel with compaction of 95% to 100% and is acceptable. 5. Observation of a Test Hole done at the southeast corner indicated a 6" layer of compact inorganic black sand and silt over a thick layer of very dense red-brown dry fine sand and silt about a foot below the bottom of footings. This soil has is in a pre-consolidated state and will not consolidate or settle under the building load. 6. Based on our inspection of bottom of footing, the soil bearing material is acceptable for the design loads with regards to aci d settlement. ►• �F �' d f Submitted By: tC No. 1565 Michael J. Sirak, P.E. Distribution: fSyrdArAL E"O�� Town of South VJindso mg Department Desco Construction Mike Zoppa FROM : MSIRAKPE FAX NO. 8606592367 Sep. 05 2003 12:14PM P4 ST L Project: � Y'?Ck Contractor: 'D S?SCVL TMINe LABORATORIES, INC. Inspector: PO Box 200 Bethel, Coarncticut 06101 fto4w(M)743 nsl F"rza>>791 2451 Date: �] ` o_3 Feld Density Report CER`I MCATE OF TEST :vIATERJAL: )Da LOCATIONS: `C�5,'I- � � �c�e�, -fir Sly o,r, c,� ,�►.d.e a SPECIFIED COMPACTION REQUItEVKNTS: 95 % - Inspected the compaction of fill material. In place density tests taken, results noted below. INSrru DENSTf-'TESTS AsTM D-1S56^ D-2167— D-2922-X- COMPACTION INSMU DRY -EST APPROXD4ATE LBS/CUBIC OPTIMUM DENSMY LES/ INSI"M COMPACTION v0 ELEVATION FOOT CUBIC FOOT MO TnrRF Ic % ncol f a t -7y 3 9'q. 10 7. II f 0" ,C3P.loty r.5cr lao /oc '8 EMARKS: Approximate elevations provided by contractor. ;ATFRIAL TESTED: Similar to Proctor for Sample No. PROC DATED: L L DATA u0T REPEATED IS TYPICAL 1 tO*N Sf, C Y r 7-0-wn O-P �•G J m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO lt� AREA CODE 860/644-2511 September 2,2003 Desco Carpentry Services 20 Bissell Street Manchester,CT 06040 RE: 23 Sea Pave Road,South Windsor This letter follows our conversation from the week of 8/24/03,regarding a stop work order placed at a job site addressed as 23 Sea Pave Road,South Windsor,CT. A permit application to construct a building at the above address was submitted on 8/25/03,at the South Windsor Building Department. Desco Carpentry services,listed as the applicant,filed the application with fee,and description of the work to be done as "foundation" The applicant requested a footing inspection for the following day. After completing a pre-construction field inspection at 23 Sea Pave Road,on 8/26/03,I observed considerable work site activity,including over 100 feet of excavation.for footings,installation of form work and rebar placement. A stop work order was issued and placed on the job site,8/26/03. The following conditions must be met and implemented,for review of the permit application to continue: q�i1. Correct the permit application to accurately reflect the description of work to be completed by the applicant. k$IUE 26JW el-IsOrl- P"'h J 3� Submit a statement of special inspections prepared by a registered design professional. 1 4. Submit verification for fabricator quality control procedures. U Submit adequate information,from a registered design professional,for the interior design of CIS the building,providing compartment space and the buildings'designated use. p�,o'!�. Submit compaction test results for the buildings'footing base,including that portion already formed. QA r0 Submit a current insurance certificate covering the building permit applicant. Erect a 6'chain link construction fence fronting the public way. 0. The applicant of the building permit,if not the owner,must submit a letter of authorization as agent. Thank you for your attention concerning this matter and please note the building departments'reasonable time frame needed to approve or not approve the application. l ely,top er Jougg Chie Building Official CJD/saw Cc: Marcia Banach,Director of Planning Jeff Doolittle,Town Engineer STRUCTURAL Statement of Special Inspections ENGINEERS COALITION CONNECTICUT ENGINEERS IN PRIVATE PRACTICE Project: Zoppa Studio Location: 23 Sea Pave Road, South Windsor, CT Owner: Mike Zoppa Owner's Address: 490 Burnham Street South Windsor, CT 06074 Architect of Record: Structural Engineer of Record: Michael J. Sirak, P.E. This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection requirements of the BOCA National Building Code. It includes a Schedule of Special Inspection Services applicable to this project as well as the name of the Special Inspector and the identity of other approved agencies intended to be retained for conducting these inspections. The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Building Official, Structural Engineer and Architect of Record. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official, Structural Engineer and Architect of Record. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official, Owner, Structural Engineer and Architect of Record. A Final Report of Special Inspections documenting completion of all required Special Inspections and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: Monthly or❑ per attached schedule. Prepared by: Of Michael J. Sirak, P.E. (type or print name) No. 11865 /&MAL Signature `Date Design Professional Seal Owner's Authorization: Building Official's Acceptance: J,O 3 Signat6re Date Signature Date SEC/CT Form 10l • Statement of Special Inspections • ©SEC/CT 1999 Sheet 2 of 6 Project: Zoppa Studio Schedule of Special Inspection Services The following sheets comprise the required schedule of special inspections for this project. The construction divisions which require special inspections for this project are as follows: ® Soils and Foundations ❑ Cold-Formed Steel Framing ® Cast-in-Place Concrete ❑ Spray Fire Resistant Material ❑ Precast Concrete ❑ Wood Construction ® Masonry ❑ Exterior Insulation and Finish System ® Structural Steel ❑ Special Cases Inspection Agents Firm Address 1. Special Inspector Michael J.Sirak,P.E. 70 Oakwood Drive Glastonbury, CT 2. Testing Laboratory Special Testing Laboratories,Inc. 21 Henry Street Bethel, CT 06801 3. Testing Laboratory 4. Other Note: The qualifications of all personnel performing Special Inspection activities are subject to the approval of the Building Official. The inspection and testing agent shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official,prior to commencing work. The credentials of all Inspectors and testing technicians shall be provided if requested. It is recommended that the person administering the Special Inspections program be a Professional Engineer experienced in the design of buildings. Key for Minimum Qualifications of Inspection Agents where indicated on Schedules PE Professional Engineer EIT Engineering in Training ACI American Concrete Institute Certified Concrete Field Testing Technician AWS American Welding Society Certified Welding Inspector ASNT I American Society of Non-Destructive Testing-Level II or III Qualifications of inspection agents may be indicated on the Schedule in instances where the Structural Engineer deems such requirements are appropriate. SEC/CT Form 101 • Statement of Special Inspections • ©SEC/CT 1999 • ' II Schedule of Special Inspection Services Sheet 3 of 6 Soils and Foundations Project: Zoppa Studio Item Agent No. Scope (Qualif.) 1. Shallow Foundations 1,2 Confirm that proper bearing strata has been identified and properly prepared. Verb that unsuitable material has been removed. 2. Controlled Structural Fill 2 Verification that nature and condition ofsubgrade is acceptable prior to fill placement. Test fill material for gradation, optimum moisture content and proctor requirements per specifications. Field verb thickness and compaction test for each lift placed as specified. 3. Deep Foundations Not applicable 4. Other Not applicable SEC/CT Form 101 • Statement of Special Inspections • ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 4 of 6 Cast-in-Place Concrete Project: Zoppa Studio Item Agent No. Scope (Qualif.) 1. Mix Design 1 Review mix design for conformance with contract documents and specifications. 2. Material Certification 1 Review data and documentation providing evidence of conformance to quality standards of materials and mix design. 3. Reinforcement Installation 1,2 Periodic inspection of reinforcing steel for proper quanity, location and coverage. 4. Post-Tensioning Operations Not applicable 5. Batching Plant Not applicable 6. Formwork Geometry Not applicable 7. Concrete Placement As noted Initial and periodic review of concrete placement procedures (Agent#1).Field testing including slump,air entrainment, temperature per specifications(Agent#2). 8. Evaluation of Concrete 2 Prepare concrete cylinders and perform compression tests each Strength day's placement and for each 50 cu.yds. of concrete placed in any one day. 9. Curing and Protection 1 Ensure that proper curing and protection for cold or hot weather concreteing is provided. 10. Other Not applicable SECICT Form 101 • Statement of Special Inspections 9 ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 5 of 6 Masonry Project: Zoppa Studio Item Agent No. Scope (Qualif.) 1. Material Certification 1 Review material certifications and submittals o concrete mason l ry units, mortar,grout,reinforcing and masonry ties to verify conformance with contract documents and specifications. 2. Mixing of Mortar and Grout 1,2 Review proportioning and field mixing of mortar and grout. Review mix designs for pre-mixed and plant batched mortar and grout. 3. Installation of Masonry 2 Verify all workmanship conforms with contract documents. 4. Reinforcement Installation 2 Periodic field review for compliance with contract documents. Verify condition,size,spacing and location of vertical and horizontal reinforcing. Verify anchor and tie installation. 5. Grouting Operations 2 Verify all workmanship conforms with contract documents. Confirm that methods of consolidation meet appropriate code requirements. 6. Weather Protection 2 Review and inspect methods for hot and cold weather masonry construction. 7. Evaluation of Masonry 2 Insure proper proportioning of mortar.Sample and test grout per Strength ASTM C1019 for each 5,000 sf of wall. 8. Anchors and Ties 1,2 Review submittals for compliance with contract documents. Verb anchor and tie installation. 9. Other SEC/CT Form 101 • Statement of Special Inspections • ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 6 of 6 Structural Steel Project: Zoppa Studio Item Agent No. Scope (Qualiy.) 1. Fabricator Certification/ 1 Verify fabricator maintains detailed qulity control procedures and Quality Control Procedures verify procedures are being implemented. 2. Material Certification 1,2 Review certified material test results of all structural steel and high strength bolts(Agent No. 1). Check material identification markings infield. (Agent No. 2). 3. Open Web Steel Joists Not applicable 4. Bolting 2 Visual inpection of all bolts and testing of high strength bolts per AISC requirements and project specifications. 5. Welding 2 Visual inspection of all field welding per AWS requirements and project specifications.Additional non-destructive testing per AWS requirements and project specifications as required. 6. Shear Connectors Not applicable 7. Structural Details 1 Verb compliance of details shown on approved shop drawings, including general arrangements ofstructural members, connections,bracing and bearing conditions. 8. Metal Deck Not applicable f 9. Other Not applicable SEC/CT Form 101 • Statement of Special Inspections • ©SEC/CT 1999 rgIId S EP 3 7003 South Windsor BUILDING DEPARTMENT ZOPPa 0 LLC - ttol SCREEN PRINTING Zoppa Studio LLC is a full service screen-printing company that was established twenty-five years ago by Michael R. Zoppa in East Hartford, CT. In Dec, 2000 the company was moved to a leased industrial building on Burnham St, in South Windsor, We are currently building a new facility on Sea Pave Rd, in South Windsor, The company's main service is the design and screen printing of tee-shirts and other wearables along with the creation of signs and banners. This is accomplished first with an order processing department where all information about a job is entered into a database and scheduled for production. The order then proceeds to the art department where computer aided graphic artists prepare the necessary film separations using laser printers or wide format plotters. These films then make there way to the screen making department where they are used to make the screens for printing. This department is comprised of the actual stretching of fabric on frames, the coating of the screens with a water soluble emulsion and the exposing of the images on the screens. The reclaiming of the screens is also done in this department. Once the screens have been exposed, they along with the job information travel to the production area where they are put together with the goods to be imprinted from our receiving area. Production will determine which press the job will run on, either automatic equipment or manual presses. All wearables are printed with plastisol ink and must travel through a gas fired conveyor dryer to cure the ink. From the end of the dryer, garments are sorted, counted and boxed for shipping. This is a brief explanation of our daily operation that currently employs six full time staff. 0 490 Burnham St. 0 South Windsor, CT 06074 0 Tel.: (860) 289-5881 0 Fax.: (860)291-9442 0 P(922v�m SEP 3 2003 South Windsor BUILDING DEPARTMENT a ZOPIR - O LLC tOl SCREEN PRINTING September 3 2003 To Whom It May Concern: This letter is to verify that Michael R. Zoppa and Zoppa Studio LLC is the owner of 23 Sea Pave Road, South Windsor, CT. The general contractor for the construction of our new 15,000 sq. ft. facility is Vincent Deschaine, Desco Carpentry Services LLC. And hereby authorize him to complete the building of this facility and acquire any necessary permits for the construction of this project. Mich I R. Zopp Member Zoppa Studio LLC 0 490 Burnham St. 0 South Windsor,CT 06074 0 Tel.: (860)289-5881 0 Fax.: (860) 291-9442 • �SO•MM SF,` '11 � O-P so V&a."160t 0 y ` 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 AREA CODE 860 1 644-251 1 YpSOR.0 CERTIFIED MAIL June 3, 2003 Mr.Dana Steele J.R.Russo &Associates 1 Shoham Road East Windsor, CT 06108 Re: Appl#03-25P,Zoppa Studios Dear Mr. Steele: We are pleased to advise you that the Planning&Zoning Commission voted on May 27,2003 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of a 15,000 sf facility to be known as Zoppa Studios on property located on the westerly side of Sea Pave Road(Lots 2 and 3),I-291 zone shownass on plans prepaa is retdd the fo J.llowing Russo & Associates,Job No.2003-003,dated April 4,2003,as revs Pp modifications: 1. Prior to commencement of any site work,a meeting must be held with Town Staff. 2. No building permit will be issued until the final am=olar� ave of the Inl d W t ands Agency/Consen filed in the Town Clefles efrvation 3. This application is subject to the conditions of pp Commission,including a bond in the amount of$2,000.00. 4. -An as-built plan-is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of$2,000.00 is required and n ua orior to lf the Townaof 7. All plans used in the field by the developer must bear the stamp authorized be submitted pgnature South Windsor. 8. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 9. If a State Traffic Commission certificate is required,no building permits will be issued until the certificate has been issued(per CGS §14-311). 10.The building street number must be included on the final plan. 11.Engineering comments dated 5/27/O northerly ssed to side of the building and screene Town Engineer's ed subject to staff approval. 12.Mechanical units to be located on the Y Black and white transparent mylars of Sheet#1 with the above modifications,together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission,they will be returned to you for filing in the Office of the Town Clerk. After filing these plans,a copy of the receipt must be submitted to the Planning Department. Sincerely, 1�-� 114. (Yea'- Kevin McCann, Chairman Planning and Zoning Commission KMcC/kah cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal z�,a DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Pennit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed Location of Job: FEE SCHEDULE FTeniAtbesignation $0-$1,000=S 3-M Street Lot No.Over$1,000=$13.00 per$1,000 i l�i d 5 or any fraction thereof Apt.No. ►4►vie 1 --f e.v.0 APPLICANT — ' — APPLICANT ADDRESS APPLICANT PHONE# W N S F OWNER O '1 i q< OWNER ADDRESS ro cs ter)r (`�(oC�-7 K C#4) a ,r OWNERPHONE Z60— -92/ C C ESTIMATED COST$ IS THIS A CONTRACT COST? EKes O No FEE ENCLOSED$ 5 1� TYPE OF JOB: dSOR.Cps D'New Installation 0 Alteration/Addition/Repair Revised 8/99 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOC A BUILDING PERMIT APPLICATIO ? S ❑NO ❑RESIDENTIAL pO USINESS CURRENT USE AND OCCUPANCY /Pl�� 6V��v ov, k-X4 ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY ❑STORAGE ADDRESS ❑GARAGE D USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD 1 J)IL4 Jzr C SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS 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 SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK /5:mod/ c"Z 7t 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. 0—/, /0.3/,,�-;Z E-1 CONTRACTORS LICENSE N TYPE STATE SIGNATURE OF APPLIC DATE 9-16 -0 3 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is TOWN OF SOUTH WINDSOR 1/ 3 3 k BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date B ding Spector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$13.00 FtTenannt Street Lot No. Over$1,000= $13.00 per$1,000 or any fraction thereof nation Apt.No. APPLICANT L Po D m al APPLICANT ADDRESS APPLICANT PHONE#, �00 - - 7% Q OW N S F,q OWNER OWNER ADDRESS l �� OWNER PHONE C ESTIMATED COST$ 0(S Z} •� IS THIS A CONTRACT COST? cJ Yes !� �G FEE ENCLOSED$ c170 5 0 TYPE OF JOB: R•C Installation O Alteration/Addition/Repair Revised 8/99 1 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? k�(ES ❑NO P❑ IDENTIAL BUSINESS CURRENT USE AND OCCUPANCY C 6 M M ('C[t ❑ASSEMBLY ❑MERCANTILE FEE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY ❑STORAGE ADDRESS ❑GARAGE ❑MDCED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION N e%A) SIZE OF MAIN DRAIN I ,l. ty(v ,, NO.OF TOILETS / STYLE /- Hi�-'�K< <sf NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES 3 NO.OF CONDUCTORS SIZE NO.OF STACKS ::,)- SIZE ' AREA OF ROOF rf Lsfj�- NO.OF CATCH BASINS NO.OF FLOOR DRAINS f NO.OF OTHER FIXTURES ,- y�� [//' KIND i -L `s ! y k�z ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES 91-M SIZE OF WINDOW IF NO C.F. .OF VENTILATOR SIZE OF DUCTS SEWS OR SEPTIC TANK SIZE OF WATER MAIN 7 SIZE OF WATER PIPING&RISER '� �A � WATER HEATER: TYPE `'I`s MANUFACTURER �(� f;~&/ w 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. /)- / :) o y-1 .4 l c CONTRACTORS LICENSE NO. / TYPE 9 STATE SIGNATURE OF APPLICANT r'�-'U ,v DATE ' O DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Ap TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT PROVE 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 _ ( Date B it ing Inspector Application must be printed or typed FEE SCHEDULE Location of Job: ,1� � All e Aal $0-$1,000=$15.00 Street No. Street ]No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS SP Cl UP S0cl)117 fV 60Al APPLICANT PHONE# 60 ' - ba Y-S OWNER O W N d 0� OWNER ADDRESS • #: �, OWNER PHONE C) C ESTIMATED COST$ IS THIS A CONTRACT CO�S^T? Yes _No OD FEE ENCLOSED$ /6 . s O�� TYPE OF JOB: OR C _ZNew Installation _Alteration/Addition/Repair Revised 4/01 H2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: UI_WATING O RESIDENTIAL A/C O COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING U STEAM LOW PRE URE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC Off WARM AIR O UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °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 ❑OIL-GPM OIL TANK LOCATION:❑INSIDED OUTSIDE CAPACITY 0 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.) TONNAGE 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 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. 3035' / S'/ c.T CONTRACTORS LICENSE NO. TYPE ) STATE SIGNATURE OF APPLICANT DATE / O MECHANICAL MAINTENANCE CO. TEL(860)528-9835 37 Sea Pave Road-South Windsor, Connecticut 06074 FAX c.# 3561 40 MM Lic.#303561 4= � Quality Service Since 1962 3 Baia -W lt: I designate (name of authorized person) f�l / as my authorized agent. This work is to be performed in (name of town ) This work is to be performed at (street address) Our anticipated start date is (expected start date) I, Lawrence R. Richardson am the licensed contractor. My license number is _ 00n0 SG (type) 1,;- 1 The license number/s of the contractor/s performing the work is This request is made pursant to Connecticut General Statue, Sec. 20-338b. [.rrr:NSF # Signn -u p� trar.+nr Greg Benson- S2-352935 Dave Brown - S1-303649 STATE OF CONNECTICUT 1 DEPARTMENT OF CONSUMER PROTECTION Rick Diaz - S2-352980 MATING,PIPING&COOLING UNLIMITEDCONTRACTOR Steve Kofsuske - S2-353063 LAWRENCE R RICHARDSON 34WOODLAND RD Jason Ogonowski- S2-00387546 NIANTIC,CT 06357 TYPE: S1 Jim Pavano - S2-352352 UC./REGNO EFFECTIVE EXPIRES Bob Rhodes - S2-003537 10 303561 09/01/2003 08/31/2004 SIGNED ; John Rush - S2-353905 Fernando Santo - S2-353224 Maintenance and Service for Heating and Air Conditioning Systems Shirle Wilhelm-CRS A proval Confirmation: Re uest No.274499 Page 1 From: <cipsvc@nu.com> To: <WILHEL@SOUTHWINDSOR.ORG> Date: 11/14/0311:14AM Subject: CRS Approval Confirmation: Request No.274499 Your approval of the following CRS Request has been successfully processed. CRS Work Request#: 274499 House No: 23 Lot No: Street Name: SEA PAVE DR Town Name: SOUTH WINDSOR, CT Inspector: CHRISTOPHER DOUGAN Approval Date: Nov 14, 2003 i DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# =,,APPROVED TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUEBldg.Permit# 644-2511 ext. 2301�- 6 /Date Buil A ng 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$1,000 PiD14 S-Tv01 or any fraction thereof Tenant Designation Apt.No. APPLICANTJ- +uic ( P �'�lowrJ�� ��iw�c�S �CfjQlG =,C- APPLICANT ADDRESS J6 L�(1 )" 4,s r' b& APPLICANT PHONE# FAO 67"- S/ SOW N Sfq OWNER 2oP42f+ STuoUoS LLC ��, �� OWNER ADDRESS �fQ 6 �o I ,u S 1 cCC. i4v-c LE, Ar—ro Cite, Q OWNER PHONE C ESTIMATED COST$ .� IS THIS A CONTRACT COST? d Yes _No FEE ENCLOSED$ 5 o TYPE OF JOB: R C New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? RYES ❑NO ❑RESIDENTIAL WrBUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY r ❑MERCANTILE 0 EDUCATIONAL FUTURE USE AND OCCUPANCY 2P DAN S2c�id� ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE 0 STORAGE ❑GARAGE ADDRESS 0 MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD / �` C,4 GIG 7L eln T- SIZE OF SERVICE '106 Al, SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS "A&c q NUMBER OF PANELS -3 REMOTE DISCONNECT REQUIRED? El YES ❑NO NUMBER OF LIGHT CIRCUITS�_NUMBER OF POWER CIRCUITS Co NUMBER OF SWITCHES cD NUMBER OF OUTLETS 72. NUMBER OF LIGHT FIXTURES qCe NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS 3 SEPARATE BEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK iiTi,vQ 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 LICEN O. TYPE STATE SIGNATURE OF APPLIC DATE DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR 1 �� BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 cr 6 03 Dat Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: F »� a:20,4 $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT .�r1cy icy l5 C�c'-��Z Cc APPLICANT ADDRESS APPLICANT PHONE#c F60 -0 Eq— .S I c-L ,SOW N SFq OWNER -2000A S IUCA 1cG L LC— OWNER ADDRESS' )AuL E, NT 1= b 0 r OWNER PHONE - C = ESTIMATED COST$—�a �0 00.OG ► r � IS THIS A CONTRACT COST? _No FEE ENCLOSED$ I C90 .00 l��s Co TYPE OF JOB: OR• iG New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? DYES ❑NO ❑ SIDENTIAL BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE ❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑ INSTITUTIONAL ❑FACTORY ENGINEER'S NAME�c,ssG(I + PHONE ❑ STORAGE ❑GARAGE ADDRESS 330 ❑MIXED USE _ CITY HT(= D STATE � • ZIP OCo l Q�S (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE r�`�n6 l� SIZE OF MAIN CONDUCTORS 4�7�D "C VV1 NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS 3 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 SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. 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. ZK� CONTRACTORS LICENS TYPE STATE CONTRACTORS LC:SIGNATURE OF APPLIC _ DATE APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: 8 It ay 23 Sea Pave Road M. Est. Cost: $ 4 0 O Final Ins pectio s: No. 30256 Permit Fee: $ 15 Building t I Z�" °� — Approved. Zoning I Z a l03 Electric Perm # Applicant/Business Name 2010,P4- 370D10 Address � 2 3 Sea '�y e Phone Location of Sign �2'WT OF Zone 0291 Cvew.,_Nx" TYPE of SIGN: ❑Wall or ree-standing ❑ New or❑ Replacement Illuminated?❑Yes Proposed Sign Size(square feet) cZ I Sign Height 3•S ' No.of Existing signs on site 0 Free-standing Wall Description of sign materials and lighting: L2 d' S'44J Z V A tJ�P TTACHDIAGRAM OF LP+ Z G_�✓t,,Ata j t) SIGN INCLUDING I have read, u rstand and agree to abide by the South Windsor Zoning Regulations, Signs. DIMENSIONS Applicant Date 2 Property Owner ' Date .2 `�� IV _ I" �7 -ter \.•. .,�:• -r c ' rx�J � y';#:{J' ..c:S�.;Er' >'�s. xw,•�� � i-><.,-n.:.,. Y•::r• Y'.; `".> —' y1fn, rj / '��<:"•v,i� c,.r Jx'�� � �..:..:;�:>..:�: +c r.v A�. `/'+�.,, •` '^ -day,,<fn.'�;•.�,j.s.x '�o� �• V�i .: -¢y�+�:. {•- ,. ` �'�v{�`t'•.� '��, T `,J ���:5y-'N�� t y,3`''s�sti,,,�.r,\• S..;Y„y`✓`�,•`�y, �,?/�•�,<"y'v, , ,�: { •T-`^.,`/i L r`�a,,�,. Ij' .,�.5���%:�y:Y/��>�'�tJii#: �vy?....� ` 0,�7� J-f�T,;�`�,<• ,�' s 5, v,,,�. ,,�,°S>.o.t 2)owl ICA /i 7 tD N , C N � G. ONE WAY Noz•ss'oS"E I �' 73.5 -- 200.0 --- --� -74--.1.. ----- ------ --------- --J- --" CB EXIS77NG EDGE OF PVMT- 74--- _ ii 7F=/3.0 -- - - W- - - - - - W-- - s-�- W-- �---- - W-- -.,SPOT LIGHT FOR Qj Se - a31 _ R o FLAG POLE --• ii i SAW 7F=74.2 - -�L- - G- --- - G- G- FL= 64.0E - - - _74- � !P FOUND 72 L PROPOSED NON—ILLUMINATED FE SEE ZONING DATA TABLE (SHE FL=69.7 80 o�-a�� '._. �n..,. •.. ..- ... ...,.:);::.....- _ ..ram. �;r._ ::i =•.�,j,: .,�. ..y., — •� tip: -ef,: ..Z,..•. r� .z;� .� 'i•� ram: i- Y ' 04 FACE /S IN IN T f J• j � y � a a a °_ g.. d - OP , 10 c REEN-PRION o _ . ®r tL 1LLC ,g. a. SIGNS &.-SCREENPRINTING 021 Sq'� G x 3.S' �I MICHAEL J. SIRAK, P.E. &ASSOCIATES Consulting Engineers 70 Oakwood Dr. Suite 6 Glastonbury, Connecticut 06033 ; DATE O JOB NO. (860) 633-5793 Fax (860) 659-2367 ATTENTIO S. cv ft A-hl RE: TO _ 1. . ��Ig &)EGA-1�1 -Lo ,4 QVt,le7 "Vo wt4 of iF_ro v7-y W) r4n So� ls-'�-V 5L3 L c,t va-" A-Vim, S COT-tl Wl r lP 5 arz, G'T. 6& 6 -7 WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION �EUe-57 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment o u ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 4 COPY TO SIGNED: If enclosures are not as noted,kindly noti y us at once. _, �� .. �, � . .. ,..' "� . ,,.. '3 � � ._ . s �,.,.�, a . -� ', - ti -- ti � - � I STRUCTURAL Final Rep ort t of Special Inspections ENGINEERS p p p °ns COALITION CONNECTICUT ENGINEERS IN PRIVATE PRACTICE Project: Zoppa Studios Location: 23 Sea Pave Road, South Windsor, CT Owner: Mike Zoppa Owner's Address: 490 Burnham Street South Windsor, CT Architect of Record: Structural Engineer of Record: Michael J. Sirak, P.E. To the best of my information, knowledge and belief, the Special Inspections required for this project, and itemized in the Statement of Special Inspections submitted for permit, have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: (Attach continuation sheets if required to complete the description of corrections.) Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector aF to K.V�* 1h Michael J. Sirak, P.E. (Type or print name) No. 11865 �« 101WAL to Signature ate Design Professional Seal SECICT Form 102 o Final Report of Special Inspections ©SEC/CT 1999 MICHAEL J. SIRAK, P.E. CONSULTING ENGINEER 70 OAKWOOD DRIVE,GLASTONBURY,CT 06033 (860)633-5793/FAX(860)659-2367 FIELD REPORT NO. 1 Date: September 4, 2003 Project: Zoppa Studio 23 Seapave Road South Windsor, Connecticut Activities: Compaction tests. Weather: Cloudy, 75 deg. Observations &Comments: 1. Soil bearing material at bottom of footing inspected and tested. 2. North, East and portion of South walls on in-situ material as found upon excavation. Soil on north wall is compact light brown fine sand with a trace of silt. Soil on east and south walls is compact red-brown fine-coarse sand with some medium-coarse gravel and a trace of silt. 3. Soil bearing material on west wall and portion of south wall is compacted sand and gravel. Compaction tests indicate compaction of 90% to 96% maximum dry density. 4. Compacted fill for the building slab is well-compacted gravel with compaction of 95% to 100%and is acceptable. 5. Observation of a Test Hole done at the southeast corner indicated a 6" layer of compact inorganic black sand and silt over a thick layer of very dense red-brown dry fine sand and silt about a foot below the bottom of footings. This soil has is in a pre-consolidated state and will not consolidate or settle under the building load. 6. Based on our inspection of bottom of footing, the soil bearing material is acceptable for the design loads with regards to bearing capacity an OF MhF t. Submitted By: ram. iisss :' _ Michael J. Sirak, P.E. r� ►E 6-Yir,��c Distribution: aSron��� Town of South Windsor Building Departiilh;' Desco Construction Mike Zoppa MICHAEL J. SIRAK, P.E. CONSULTING ENGINEER 70 OAKWOOD DRIVE,GLASTONBURY,CT 06033 - (860)633-5793/FAX(860)659-2367 FIELD REPORT NO. 2 Date: September 9, 2003 Project: Zoppa Studio 23 Seapave Road South Windsor, Connecticut Activities: Forming footings,placing concrete lines A/1-7, 7/A-F Weather: Cloudy, 75 deg. Observations & Comments: 1. All reinforcing steel in general conformance with contract drawings. 2. Clarification given to contractor for location of column pier vertical reinforcing bars. Bars centered on pier/wall element. Submitted By: #0`r� t �Michael J. Sirak,P.E. �, 3 Distribution: No. iiss$ Town of South Windsor Building Departme 8j �'A �. Desco Construction -... Mike Zoppa MICHAEL J. SIRAK,P.E. CONSULTING ENGINEER 70 OAKWOOD DRIVE,GLASTONBURY,CT 06033 (860)633-5793/FAX(860)659-2367 FIELD REPORT NO. 3 Date: September 16, 2003 Project: Zoppa Studio 23 Seapave Road South Windsor, Connecticut Activities: Forming footings,placing concrete lines F/1-7, 1/A-F Weather: Sunny, 70 deg. Observations & Comments: 1. All reinforcing steel in general conformance with contract drawings. Submitted By: aF aorvox J i Michael J. Sirak, P.E. Z No. 11865 c Distribution: Town of South Windsor Building Department Desco Construction Mike Zoppa MICHAEL J. SIRAK, P.E. CONSULTING ENGINEER 70 OAKWOOD DRIVE,GLASTONBURY,CT 06033 (860)633-5793/FAX(860)659-2367 FIELD REPORT NO. 4 Date: September 18, 2003 Project: Zoppa Studio 23 Seapave Road South Windsor, Connecticut Activities: Placing concrete for walls—lines F/1-7, 7/F-C.5 Weather: Partly cloudy, 70 deg. Observations & Comments: 1. All reinforcing steel in general conformance with contract drawings. 2. Clarification given to contractor regarding door openings and coordination with metal building details. No notch at top of wall. Submitted By: of 001v&l. � i Z No. 11865 Michael J. Sirak, P.E. Zd4l81ERE����p° Distribution: �....w✓�' Town of South Windsor Building Department Desco Construction Mike Zoppa MICHAEL J. SIRAK,P.E. CONSULTING ENGINEER 70 OAKWOOD DRIVE,GLASTONBURY,CT 06033 (860)633-5793/FAX(860)659-2367 FIELD REPORT NO. 5 Date: September 29, 2003 Project: Zoppa Studio 23 Seapave Road South Windsor, Connecticut Activities: Placing concrete for walls. Weather: Partly cloudy, 70 deg. Observations & Comments: 1. All reinforcing steel in general conformance with contract drawings. Submitted By: of coNh J, No. 1]&65 Michael J. Sirak, P.E. ;�*'- ,o FBar�...,,�E 6.P•`� Distribution: ••• Town of South Windsor Building Department Desco Construction Mike Zoppa MICHAEL J. SIRAK, P.E. CONSULTING ENGINEER 70 OAKWOOD DRIVE GLASTONBURY CT 06033 (860)633-5793/FAX(860)659-2367 FIELD REPORT NO. 6 Date: October 10, 2003 Project: Zoppa Studio 23 SeaP ave Road South Windsor, Connecticut Activities: Placing concrete for tie beams. Weather: Partly cloudy, 65 deg. Observations &Comments: 1. All reinforcing steel in general conformance with contract drawings. 2. Contractor instructed to provide additional supports for rebar to maintain 3" clear against ground. Of 7a k7z, Submitted By: w~'��o��f �• r`�'s No. 11865 �� 0 Michael J. Sirak, P.E. 0 Distribution: Town of South Windsor Building Department Desco Construction Mike Zoppa MICHAEL J. SIRAK,P.E. CONSULTING ENGINEER 70 OAKWOOD DRIVE,GLASTONBURY,CT 06033 (860)633-5793/FAX(860)659-2367 FIELD REPORT NO. 7 Date: October 17, 2003 Project: Zoppa Studio 23 Seapave Road South Windsor, Connecticut Activities: Starting erection of metal building framing. Weather: Partly cloudy, 60 deg. Observations & Comments: 1 Discussed bolting and inspection with contractor and steel erector. Turn-of-the nut method specified for bolt tensioning. Inspector to be present as final bolt torque is being done. 2. Endwall column anchor bolts off slightly on a few columns. Erector instructed to slot base plate and weld washer. �q Cat4 Submitted By: �~'��4'��E� �. s;,�;,:G:• 9 No. 11865 0 c�' •• Michael J. Sirak, P.E. `8.ro'-"- •`�•�� Distribution: Town of South Windsor Building Department Desco Construction Mike Zoppa MICHAEL J. SIRAK, P.E. CONSULTING ENGINEER 70 OAKWOOD DRIVE,GLASTONBURY,CT 06033 (860)633-5793/FAX(860)659-2367 FIELD REPORT NO. 8 Date: October 24, 2003 Project: Zoppa Studio 23 Seapave Road South Windsor, Connecticut Activities: Erecting steel; constructing masonry block walls. Weather: Partly cloudy, 55 deg. Observations & Comments: 1. Interior of concrete foundation kicker wall slightly off from metal building dimensions. Discussed with contractor to switch out type of wall base flashing to accommodate discrepancy. Flashing specified was not provided with shipment. Base angle fastened with let-in anchors. 2. Doorjamb columns shortened and anchored to top of wall due to dimensional problems with concrete. Some grinding of concrete necessary to fit door bucks in place. 3. Mix proportions for mortar and grout reviewed with mason. Mortar is Type N mix suitable for exterior masonry. Vertical wall reinforcing installed at 4' o.c. and horizontal wall reinforcing at 16" o.c. 4. Masonry control joints as directed. Of Submitted By: 'f oe 'i 0 NO. 11865 Michael J. Sirak,P.E. Distribution: Town of South Windsor Building Department Desco Construction Mike Zoppa MICHAEL J. SIRAK,P.E. CONSULTING ENGINEER 70 OAKWOOD DRIVE,GLASTONBURY,CT 06033 (860)633-5793/FAX(860)659-2367 FIELD REPORT NO. 9 Date: November 4, 2003 Project: Zoppa Studio 23 Seapave Road South Windsor, Connecticut Activities: Building enclosed. Placing concrete slab-on-grade. Weather: Light rain, 50 deg. Observations & Comments: 1. Placing and finishing operations being done satisfactory. Wire mesh being pulled up as concrete work proceeds. 2. No accelerator used and set-up time will be extended into the evening. 3. Curing not being done as budget cut. Curing from rainy damp day will be sufficient. of c a'%V Submitted By: l�0,,�•t •-Fc� 16 r � i fYo. 11865 4a-+P�QiaTca'�' 1 Michael J. Sirak, P.E. �ee'- OkAL CN .•' Distribution: Town of South Windsor Building Department Desco Construction Mike Zoppa i MICHAEL J. SIRAK, P.E. CONSULTING ENGINEER 70 OAKWOOD DRIVE,GLASTONBURY,CT 06033 (860)633-5793/FAX(860)659-2367 FIELD REPORT NO. 10 Date: December 2,2003 Project: Zoppa Studio 23 Seapave Road South Windsor, Connecticut Activities: Interior partitions and firewall. Plumbing and electrical work. Weather: Cloudy,45 deg. Observations & Comments: 1. Reviewed light-gage framing and fire-caulking with contractor. 2. Splice at studs analyzed and number of screws and lap length good for required loading. Of CClr,yt, Submitted By: 2} 1 = �1 r i No. 1865 ,p Michael J. Sirak, P.E. •.�,,...,,, Distribution: Town of South Windsor Building Department Desco Construction Mike Zoppa MICHAEL J. SIRAK, P.E. CONSULTING ENGINEER 70 OAKWOOD DRIVE,GLASTONBURY,CT 06033 (860)633-5793/FAX(860)659-2367 FIELD REPORT NO. 11 Date: January 13, 2004 Project: Zoppa Studio 23 Seapave Road South Windsor, Connecticut Activities: Plumbing and electrical work being completed. Weather: Cloudy,45 deg. Observations & Comments: 1. Reviewed final steel frame bolting and bracing with general contractor. 2. All structural work completed and in accordance with contract drawings and shop drawings. of cat4 Submitted By: No. 11865 ; or • ° Michael J. Sirak, P.E. °jawAL E",.►° Distribution: Town of South Windsor Building Department Desco Construction Mike Zoppa STRUCTURAL Final Report of Special Inspections ENGINEERS COALITION CONNECTICUT ENGINEERS IN PRIVATE PRACTICE Project: Zoppa Studios Location: 23 Sea Pave Road, South Windsor, CT Owner: Mike Zoppa Owner's Address: 490 Burnham Street South Windsor, CT Architect of Record: Structural Engineer of Record: Michael J. Sirak, P.E. To the best of my information, knowledge and belief, the Special Inspections required for this project, and itemized in the Statement of Special Inspections submitted for permit, have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: (Attach continuation sheets if required to complete the description of corrections.) Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector OF CONht O Michael J. Sirak, P.E. (Type or print name) No. 11865 Signature ! ate Design Professional Seal SEC/CT Form 102 • Final Report of Special Inspections • ©SEC/CT 1999 r_r__m. �� J►f 1-Isll �� ��I SPECIAL TESTING LABORATORIES, INC. 1 , AM..•�e.r..p..M.wte Is tAe•be..; 1 LETTER OF TRANSMITTAL 1 To: MICHAEL ZOPPA Da1° 1-13-04 Job No. ZOPPA STUDIO LLC Attention 1 MICHAEL ZOPPA 490 BURNHAM STREET no ZOPPA STUDIO ' SO. WINDSOR, CT 06074 COPIES ALL REPORTS FOR ZOPPA STUDIO GENTLEMEN: ' WE And SENDING YOU ❑ Attached ❑ Undn► snrnrate cover vie the fd4)wv,d U Concrete nepotts ❑ norinq nnmrte 0 MIN NlIgne L] Copy of 1.911or ❑ Soil nepetis ❑ Steel reports ❑ Masonry neports ❑ � 1 coricS DATE NO. DESCnIPIION 1 1 each Copies all reports for above mentioned project. 1 i TI IESC AnF TnANSMITIED as checked below: 0 Fcx approval ❑ Approved as suhmilled 1 Q For your use 0 Approved as noted ❑ As rnnuestod ❑ noturned for corrections ❑ rot review and comment ❑ 1 ncMAnxS 1 corY To 1 SIGNED: John Hardman PE, V.P. 1 TM te..pwrwd Iwlwr.w.ItM 1.pr r.@"A.M trl..r, net-MuHrww ti poAll..il w 6.11.11%"91foggs p...1001M 1 M ' Client: Zoppa Studio, LLC, S. Windsor, CT ST L Project: Zoppa Studio LLC, S. Windsor, CT ' Contractor: Desco Carpentry SPECIAL TESTING LABORATORIES,INC. Inspector: A.Petrolle (AWS-CWI ## 95041131) PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: October 29, 2003 Steel Inspection (Field) ' Welding Contractor: Can/Am Architect: Desco Carpentry Engineer: Michael J. Sirak, P.E. i REPORT OF FIELD BOLT INSPECTION , Manufacturer of Bolts: N/A Bolt Markings: A325 Bolt Diameter: Y4, 1" 'An authorized representative of this firm was dispatched to the above project si to inspect "Slip Critical" bolted connections were inspected using a "Turn-of- the-Nut method. NSPECTED: Roof framing at Column Line A to F and 1 to 7. The above noted area was accepted (except as noted). IVOTE: 1) A calibrated torque wrench was used and the 1" bolts were a min. of 45' lbs. The 3A" bolts were tested with a spud wrench and could not be moved. 2) At column A-2 the bottom 2 bolts are not tight. 3) Random checking of ange braces found them to be loose and require tightening. 4) The diagonal bracing cables were moved a bay on the de was. End wall bracing was changed from 2X per bay to 1X per bay per wedgcor. 5) The contractor was notified of the above issues. The superintendent (Vince) will verify the tightening of the loose bolts. REPORTED TO: Client; Desco Carpentry; Michael J. Sirak 1 Respectfully submitted, ' SPECIAL TESTING LABORATORIES, INC. J ' Richard Speciale - Director Vice President IQ 7oiui ak �1nan, P.E. Vice President ' THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY. THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION. SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABM=FOR WORK PERFORMED BY OTHERS. rg AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON 1 1 1 Ili t ' Client: Zoppa Studio, LLC, S. Windsor, CT ST L Project: Zoppa Studio LLC, S. Windsor, CT ' Contractor: Desco Carpentry SPECIAL TESTING LABORATORIES,INC. Inspector: A.Petrolle (AWS-CWI #95041131) PO Box 200 Bethel,CT 06801 Phone(203)743 7281 Fax(203)7912451 Date: October 27, 2003 Steel Inspection (Field) ' Welding Contractor: Can/Am Architect: Desco Carpentry Engineer: Michael J. Sirak, P.E. ' PROGRESS OF WORK INSPECTION REPORT An authorized representative of this firm was dispatched to the above project site to conduct steel inspection. The ' following was noted. This building is a Wes-Cor preengineered building. The erector is in the process of tightening the bolts. The bolt size range from I/2" to 1". The flange braces have been installed on both sides of the roof rafters and also on the columns where required. The bolt inspection will be done on 10/29/03. i REPORTED TO: Client; Desco Carpentry; Michael J. Sirak Respectfully submitted, SPECIAL TESTING LABORATORIES, INC. Richard Speciale - Director ' V��,•Pnesi��t 6,�G COl1(V�r�.��+i _ '• •itf r : -4e y s r Tom, �> h:o.155Q1v�;� �;�•`�. John VarVman, P.E. IVice President THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY. THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION. ' SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS. t t t z s A 0 � � � � � � � � � r � � � � � � i � � t ' Client: Zoppa Studio, LLC, S. Windsor, CT ST L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry ' SPECIAL TESTING LABORATORIES,INC. Inspector: E1.Bishop PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date. October 7, 2003 Field Density Report ' CERTIFICATE OF TEST MATERIAL: Borrow LOCATIONS: All tests taken at finish subgrade prior to slab placement. 'SPECIFIED COMPACTION REQUIREMENTS: 95 % - All tests were Accepted Inspected the compaction of fill material; in place density tests taken, results noted below. 1 INSIIU DENSITY TESTS ASTM D-1556_ D-2167_ D-2922-X- ' TES APPROXIMATE COMPACTION OPTIMUM INSIrU DRY INSITU COMPACTION NO ELEVATION LBS/CUBIC MOISTURE DENSITY MOISTURE % FOOT LBS/CUBIC FOOT 1.1 Finished Subgrade 135.6 7.5 130.0 6.9 95.8 2. 129.7 6.8 95.6 3. • 128.9 6.2 95.0 q. 129.6 6.0 95.5 5. 130.7 6.5 96.3 6. 131.1 6.6 96.6 7, 131.0 6.5 96.6 8. 132.7 6.9 97.8 'REMARKS: Approximate elevations provided by contractor. MATERIAL TESTED: Similar to Proctor for Sample No. 03SO273 PROC DATED: 09/11/03 'ALL DATA NOT REPEATED IS TYPICAL ,REPORTED TO: Client; Desco Carpentry; Michael J. Sirak ' Respectfully submitted, SPECIAL TESTING LABORATORIES, INC. F O LA o• CNA/ s, d`� of .`• te�� .ice.;✓ ' CT .0 � n n 6 No.155 . .cv • Richar erector J�t�lsrj �, P.E. ' Vice President Vice President THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. ' THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY. THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION. Client: Zoppa Studio, LLC, S. Windsor, CT ST L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry SPECIAL TESTING LABORATORIES,INC. Inspector: E.Bishop PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: October 1, 2003 Field Density Report ' CERTIFICATE OF TEST MATERIAL: Borrow T N 2 & 4 taken at south wall. Test No.s 6 I� ' LOCATIONS: Test Nos. 1 and 5 taken a west wall. Test Nos. , 3 , 7 & 8 taken at north wall. COMPACTION L;fIREMENTS. 95 % All tests were Accepted SPECIFIED REQ P ' Inspected the compaction of fill material; in place density tests taken, results noted below. INSITU DENSITY TESTS ASTM D-1556_ D-2167_ D-2922_X ' TEST APPROXIMATE COMPACTION OPTIMUM INSITU DRY INSITU COMPACTION NO. ELEVATION LBS/CUBIC MOISTURE DENSITY MOISTURE % ' FOOT LBS/CUBIC FOOT 1. 68.00 135.6 7.5 129.5 4.9 95.5 2 • 130.4 5.0 96.1 ' 3. - Y 129.2 4.4 95.2 4. 129.9 4.6 95.7 5_ 129.6 4.6 95.5 ' 6 131.4 5.0 96.9 7 130.6 5.1 96.3 8 130.0 4.9 95.8 REMARKS: Approximate elevations provided by contractor. MATERIAL TESTED: Similar to Proctor for Sample No. 03SO273 PROC DATED: 09/11/03. ALL DATA NOT REPEATED IS TYPICAL REPORTED TO: Client; Desco Carpentry; Michael J. Sirak Respectfully submitted, ' SPECIAL TESTING LABORATORIES INC. LA CT _• ., c i ,�O�F /C.NS�•,:�`�,,�� '9Tj�1 EDri Np ` �ONhi- Richard p e - Director' JohnYar`aman, P.E. Vice President Vice President THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY. THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERbIISSION. t � ' � I SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS. Rg AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW L.ONDON 1 1 1 r 1 r r r r r r r r r r r r r r 1 1 1 1 1 1 1 , 1 ' 1 Client: Zoppa Studio, LLC, S. Windsor, CT I oject: Zoppa Studio LLC, S. Windsor, CT S T L Pr D n Contractor: esco Carpentry i ' SPECIAL TESTING LABORATORIES,INC. Inspector: J. Carran0 PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: September 4, 2003 Field Density Report ' CERTIFICATE OF TEST MATERIAL: Borrow ' LOCATIONS: Test Nos. 1-5 taken on west wall footing. Test No. 6 taken on westend of south footing. Test Nos. 7-13 taken for'slab on grade. SPECIFIED COMPACTION REQUIREMENTS: 95 % - Test Nos. 6-13 were Accepted. Test Nos. 1-5 were Rejected. Locations which did not meet compaction requirements are to be recompacted and Special Testing ' Laboratories, Inc. is to be notified for reinspection. Inspected the compaction of fill material; in place density tests taken, results noted below. INSITU DENSITY TESTS ASTM D-1556_ D-2167_ D-2922_JL_ TEST APPROXIMATE COMPACTION OPTIMUM INSITU DRY INSITU COMPACTION ' NO. ELEVATION LBS/CUBIC MOISTURE DENSITY MOISTURE % FOOT LBS/CUBIC FOOT 1. Footing Grade 125.5 8.7 114.3 14.6 91.1 ' 2. 112.6 15.1 89.7 3. 116.1 13.7 92.5 4. Footing Grade 117.2 13.4 93.4 5. V Below Footing Grade 116.3 14.5 92.7 6. Footing Grade 121.5 12.0 96.8 ' 7. Finished Subgrade i 122.1 10.8 97.3 8. 124.3 7.3 99.0 9, 120.9 9.6 96.4 ' 10. • 125.5 7.1 100.0 11. 10•Below Finished Subgrade 120.5 10.8 96.0 ' 12. 119.6 10.6 95.3 13. 122.0 10.2 97.2 REMARKS: Approximate elevations provided by contractor. ' MATERIAL TESTED: Similar to Proctor for Sample No. S0270 PROC DATED: 09/03/03 ALL DATA NOT REPEATED IS TYPICAL ' REPORTED TO: Client; Desco Carpentry; Michael J. Sirak ,4oOF CON/ ' ,•,�.• Respectfully submitted,IN 4����:•a NAA�� ���%` . �.•.o� SPECIAI:TES.'IG LABORATORIES, INC. ^I. •.G{ J NO.155 ��.,�SIONAI.E��o• Ric Special for John � an, P.E. Vic Vice President RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. ' THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY. THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION. 1 1 1 1 1 1 1 ' SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS. Rg AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON III 1 1 1 1 1 1 1 1 1 1 Client: Zoppa Studio, LLC, S. Windsor, Connecticut 1 S T L project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry SPECIAL TESTING LABORATORIES,INC.1 Inspector: T. Kinkead PO Box 200 Bethel,Connecticut 06801 Page 1 of 2 Phone(203)743 7281 Fax(203)7912451 Date: November 4, 2003 Concrete Report 1 CONCRETE INSPECTION Weather: Rain Air Temperature: 45°Ft 1 Concrete Supplier: Builders Concrete Cylinder Pick up Date: Nov. 5, 2003 CLASS (PSI) 3,000 1 Volume Inspected(cubic yards) 200.0 Total Volume Inspected to Date(cubic yards) 345.0 Inspection Start Time 0700 1 Inspection Finish Time i 1030 Inspection Duration(hours) 3.5 { Concrete Field Inspection and Test RestbIts 1 ' Field Set# 5 A-D 6 A-D 7 A-D 8 A-D Truck# O11 010 010 091 1 Ticket# 26249 26255 26262 26265 Time Batched 0642 0742 0906 0945 1 Time Discharge 0725 0830 0950 1030 Air Content(%) N/A N/A N/A N/A Slump (inches) 5.0 4.75 5.0 4.0 Concrete Temperature(°F) 70 68 66 66 Density(lbs/cu ft) 149.2 152.8 148.2 148.2 1 Locations: SLAB ON GRADE Remarks: None Deviations from the Specified Test Methods: None 1 Concrete Compression Test Results ' SET 5 SET 6 CYLINDER# 03C7019 03C7020 03C7021 03C7022 03C7023 03C7024 03C7025 03C7026 CURING METHOD Moist Moist Moist Moist Moist Moist Moist Moist CONDITION Good Good Good Good Good Good Good Good TESTED AT(days) 7 28 28 28 7 28 28 28 TOTAL LOAD (Ibs) 106,500 127,500 130,500 120,000 121,000 140,000 145,000 150,500 PSI 3,770 4,510 4,620 4,240 4,280 4,950 5,130 5,320 BREAK TYPE D C D D D D D D �I 1 Client: Zoppa Studio, LLC, S. Windsor, Connecticut ST L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry ' SPECIAL TESTING LABORATORIES,INC. Inspector: T. Kinkead Page: 2 of 2 PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: November 4, 2003 Concrete Report ' CONCRETE INSPECTION ' Concrete Compression Test Results (continued) SET 7 SET 8 ' CYLINDER# 03C7027 03C7028 03C7029 03C7030 03C7031 03C7032 03C7033 03C7034 CURING METHOD Moist Moist Moist Moist Moist Moist Moist Moist CONDITION Good Good Good Good Good Good Good Good ' TESTED AT(days) 7 28 28 28 7 28 28 28 TOTAL LOAD(Ibs) 109,000 130,000 130,500 129,000 121,000 135,000 138,000 133,000 ' PSI 3,860 4,600 4,620 4,560 4,280 4,780 4,880 4,700 BREAK TYPE D A D D D D D D REFERENCE ASTM C39, C143, C173, C31 TYPE A: CONE TYPE B: CONE&SPLIT TYPE C: CONE&SHEAR TYPE D:SHEAR TYPE E: COLUMNAR CYLINDER DIAMETER = 6" CROSS SECTIONAL AREA = 28.27 SQ.IN. CYLINDER LENGTH = 12" REPORTED TO: CLIENT;DESCO CARPENTRY;MICHAEL J. SIRAK �,c \ i ; � of ,,•.v• ,�4k. .� U c� 1 t:) • �F1ED 1 1 1 ' THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY. THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION. SPECIAL TESTING LABORATORIES,INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS. OMR AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON ' Client: Zoppa Studio, LLC, S. Windsor, Connecticut ST L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry ' SPECIAL TESTING LABORATORIES,INC. Inspector: T. Kinkead Page 1 of 2 PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: November 4, 2003 Concrete Report ' CONCRETE INSPECTION Weather: Rain Air Temperature: 45°Ft ' Concrete Supplier: Builders Concrete Cylinder Pick up Date: Nov. 5, 2003 CLASS (PSI) 3,000 ' Volume Inspected(cubic yards) 200.0 Total Volume Inspected to Date(cubic yards) 345.0 ' Inspection Start Time 0700 Inspection Finish Time 1030 Inspection Duration(hours) 3.5 Concrete Field Inspection and Test Results 1 Field Set# S A-D 6 A-D 7 A-D 8 A-D Truck# Oil 010 010 091 ' Ticket# 26249 26255 26262 26265 Time Batched 0642 0742 0906 0945 ' Time Discharge 0725 0830 0950 1030 Air Content(%) N/A N/A N/A N/A ' Slump (inches) 5.0 , 4.75 5.0 4.0 Concrete Temperature(°F) 70 68 66 66 ' Density(lbs/cu R) 149.2 152.8 148.2 148.2 Locations: SLAB ON GRADE tRemarks: None Deviations from the Specified Test Methods: None Concrete Compression Test Results ' SET 5 SET 6 CYLINDER# 03C7019 03C7020 03C7021 03C7022 03C7023 03C7024 03C7025 03C7026 CURING METHOD Moist Moist Moist Moist Moist Moist Moist Moist ' CONDITION Good Good TESTED AT(days) 7 7 ' TOTAL LOAD(lbs) 106,500 121,000 PSI 3,770 4,280 ' BREAK TYPE D D Client: Zoppa Studio, LLC, S. Windsor, Connecticut ST L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry SPECIAL TESTING LABORATORIES,INC. Inspector: T. Kinkead Page: 2 of 2 PO Box 200 Bethel,Connecticut 06801 g Phone(203)743 7281 Fax(203)7912451 Date: November 4, 2003 Concrete Report CONCRETE INSPECTION ' Concrete Compression Test Results (continued) SET 7 SET 8 ' CYLINDER# 03C7027 03C7028 03C7029 03C7030 03C7031 03C7032 03C7033 03C7034 CURING METHOD Moist Moist Moist Moist Moist Moist Moist Moist CONDITION Good Good ' TESTED AT(days) 7 7 TOTAL LOAD Obs) 109,000 121,000 ' PSI 3,860 4,280 BREAK TYPE D D 'REFERENCE ASTM C39,C143,C173, C31 TYPE A: CONE TYPE B: CONE&SPLIT TYPE C: CONE&SHEAR TYPE D:SHEAR TYPE E: COLUMNAR CYLINDER DIAMETER = 6" CROSS SECTIONAL AREA = 28.27 SQ.IN. CYLINDER LENGTH = 12" REPORTED TO: CLIENT;DESCO CARPENTRY;MICHAEL J. SIRAK >>tpaG5lll��t�i �v Lq� `�eoOF CON1V CT ; .e:•;o� ti:��: U I_ ti• No.t55 FEED N�• ��4Fssi0NAL��:•`�� ' ���••,.....Gas THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY, THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION. SPECIAL TESTING LABORATORIES,INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS. FMR AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON � ; t ' Client: Zoppa Studio LLC, S. Windsor, Connecticut ST L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry ' SPECIAL TESTING LABORATORIES,INC. Inspector: T. Kinkead PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: October 10, 2003 Concrete Report CONCRETE INSPECTION Weather: Clear Air Temperature: 70°Ff ' Concrete Supplier: Builders Concre Cylinder Pick up Date: October 15, 2003 CLASS (PSI) 3,000 Volume Inspected(cubic yards) 40.0 ' Total Volume Inspected to Date(cubic yards) 145.0 Inspection Start Time 1100 ' Inspection Finish Time 1230 Inspection Duration(hours) 1.5 Concrete Field Inspection and Test Results Field Set# 4 A-D Truck# 015 Ticket# 25569 ' Time Batched 1030 Time Discharge 1100 Air Content(%) 5.0 Slump (inches) 5.5 ' Concrete Temperature(°F) 70 Density(lbs/cu ft) 141.1 'Locations: FOOTINGS Remarks: None Deviations from the Specified Test Methods: None 'Concrete Compression Test Results SET 4 CYLINDER# 03C6228 03C6229 03C6230 03C6231 CURING METHOD Moist Moist Moist Moist CONDITION Good Good Good Good TESTED AT(days) 7 28 28 28 TOTAL LOAD(lbs) 72,500 98,500 99,000 98,000 1 PSI 2,560 3,480 3,500 3,470 %%J1%1Gn1JJ `ee�s F CON+ e���i� BREAK TYPE D_ D D D e.`e��0 N t ..''�C� REFERENCE ASTM C39,C143,C173,C31 �� ,,�G TYPE A:CONE TYPE B:CONE&Sf'61 TYPE C:CONE&SHE E tj •S,-{ TYPE E:COLUMNAR CYLINDER DIAMETER = 6• CROSS SECTIO$AL AREA = 28.27 SQ.IN.CYLINDER LENGTH RE 155 P10 LIEN,T}'D)� �ENTRY;MICHAEL J. SIRAK .+ t t� ry I �� � •• . ••G>t>e�. 9 RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE S •• N OT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR AGENCY. THE FOREG INFO TION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION O R EXPRESS PERMISSION. IAL TESTING LABORATORIES.INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS. WAR AREA OFFICES IN DANBURY HARTFORD-NEW HAVEN NEW LONDON ' Client: Zoppa Studio, LLC, S. Windsor, Connecticut S T L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry SPECIAL TESTING LABORATORIES,INC. Inspector: T. Kinkead PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: October 10, 2003 Concrete Report t i CONCRETE INSPECTION Weather: = Clear Air Temperature: 70°Ff ' Concrete Supplier: Builders Concrete Cylinder Pick up Date: October 15, 2003 CLASS (PSI) 3,000 Volume Inspected(cubic yards) 40.0 Total Volume Inspected to Date(cubic yards) 145.0 Inspection Start Time 1100 Inspection Finish Time 1230 Inspection Duration(hours) 1.5 ' Concrete Field p' Id Inspection and Test Results ' Field Set# 4 A-D Truck# 015 Ticket# 25569 ' Time Batched 1030 Time Discharge 1100 Air Content(%) 5•0 Slump (inches) 5.5 ' Concrete Temperature(°F) 70 Density(lbs/cu ft) 141.1 Locations: FOOTINGS Remarks: None Deviations from the Specified Test Methods: None Concrete Compression Test Results SET 4 CYLINDER# 03C6228 03C6229 03C6230 03C6231 CURING METHOD Moist Moist Moist Moist ' CONDITION Good TESTED AT(days) 7 TOTAL LOAD (lbs) 72,500 ' PSI 2,560 BREAK TYPE D., REFERENCE AS C39,C143,C173,C3Lv TYPE A:CONE TYPE B: ONE&SPLIT f P 'C:CONE i4E SH$'AIZ 1 E TYPE E:COLUMNAR CYLINDER D 1iR = (r'FROSS SE ON = 28.27 SQ. .. INpER.LEI�G • HAEL 1. ..�S4CENSE,.•���,,��� E RESULTS SHOWN ON THIS REPORT SAMPLES TESTED. RT OT BE USED TO CLAIM PRODUCT ENDORS ����_ OR ANY OTHER GOVERNMENT AGENCY. THE F TEON STING THE LLABORATORIES.INC. EXCLUDES ALL LIABILITY FOR WORK PERFORON YMED BY OTHERS EXPRESS PERMISSION. OMR AREA OFFICES IN DANBURY HARTFORD-NEW HAVEN-NEW L ONDON Client: Zoppa Studio, LLC, S. Windsor, Connecticut S T L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry SPECIAL TESTING LABORATORIES,INC. Inspector: T. Kinkead PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: September 29, 2003 Concrete Report CONCRETE INSPECTION Weather: Partly cloudy Air Temperature: 75°Ff Concrete Supplier: Builders Concrete Cylinder Pick up Date: October 2, 2003 CLASS (PSI) 3,000 Volume Inspected(cubic yards) 39.0 Total Volume Inspected to Date(cubic yards) 105.0 Inspection Start Time 1145 Inspection Finish Time 1430 Inspection Duration(hours) 2.75 lConcrete Field Inspection and Test Results Field Set# 3 A-D ! Truck# 019 Ticket# 25220 ' Time Batched 1145 Time Discharge 1215 Air Content(%) 4.5 Slump (inches) 5.0 Concrete Temperature(°F) 74 Density(lbs/cu ft) 141.1 ,Locations: FOUNDATION WALLS Remarks: None Deviations from the Specified Test Methods: None 1concrete Compression Test Results i SET 3 ' CYLINDER# 03C5735 03C5736 03C5737 03C5738 CURING METHOD Moist Moist Moist Moist CONDITION Good Good Good Good TESTED AT(days) 7 28 28 28 TOTAL LOAD(lbs) 55,000 87,500 88,500 87,000 PSI 1,950 3,100 3,130 3,080 t9�`l■■:r.OiIJI BREAK TYPE D D D D eee�O� f.OIV�J����i �^EFERENCE ASTM C39,C143,C 73 33 �• ti •��N �1+'. i YPE A:CONE `B, �rY� 'CE&SPLrr TYPE C:CON it n TYPE E:COLUMNAR YLINDER DIAMETEiZf= 6 CROSS SECTIO AREA = 28.27 SQ.IN.CYLINDER 'EHCT "F.PORTED r4 Y;MIGH L J.SIRAK No.t55 - i Q P fo •. 44 SHOWN ON THIS REPORT RELATE 0 Y t POR S T ED TO CLAIM PRODUCT ENDORSEMENT B OVERNMENT AGENCY. THE FORE INFORMATION PROPERTY OF CLIENTS. REPRODUCTION RMI TH OUR EXPRESS PESSION. fAL RATORIES,INC. EXCLUDES ALL LIABILITY FOR BY OTHERS. ��IR FD- AREA OFFICES IN DANBURY HARTFORD NEW HAVEN-NEW LONDON t ' Client: Zoppa Studio, LLC, S. Windsor, Connecticut S T L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry SPECIAL TESTING LABORATORIES,INC. Inspector: T. Kinkead PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: September 29, 2003 Concrete Report CONCRETE INSPECTION Weather: Partly cloudy Air Temperature: 75°Ff Concrete Supplier: Builders Concrete Cylinder Pick up Date: October 2, 2003 CLASS (PSI) 3,000 Volume Inspected(cubic yards) 39.0 Total Volume Inspected to Date(cubic yards) 105.0 Inspection Start Time 1145 Inspection Finish Time 1430 f Inspection Duration(hours) 2.75 t Concrete Field Inspection and Test Results Field Set# 3 A-D Truck# 019 Ticket# 25220 rTime Batched 1145 Time Discharge 1215 ' Air Content(%) 4.5 Slump (inches) 5.0 Concrete Temperature(OF) 74 Density(Ibs/cu ft) 141.1 1 Locations: FOUNDATION WALLS Remarks: None Deviations from the Specified Test Methods: None Concrete Compression Test Results SET 3 ' CYLINDER# 03C5735 03C5736 03C5737 03C5738 CURING METHOD Moist Moist Moist Moist ' CONDITION Good TESTED AT(days) 7 TOTAL LOAD(Ibs) 55,000 PSI 1,950 BREAK TYPE o�,.])..• ,`�e��DF CON/y�.��,y �A .... REFERENCE ASTM C39,'C1' 3,C175, 1 TYPE A:CONE 4 TYPE B:CO &SPLIT TYPE C: AR TYPE E:COLUMNAR CYLINDER DIAMETER = 6- CROSS SECfIO �L A� 28.27 SQ.IN.CYLIN _ 1 `-r•'-� a ,�, ,� ^nZ- I REPOR `TO: :CLIENT;DESCO;.0 E L J.SIRAK N 1 Na.155 LTS SHOWN ON THIS REPORT RELA O RT SHALL N SED TO CLAIM PRODUCT ENDORSEMENT B ER GOVERNMENT AGENCY. THE FO FORMA E PROPERTY OF CLIENTS. REPRODUCTION O LY WITH OUR EXPRESS PERMISSION. G LABORATORIES,INC. EXCLUDES ALL LIABILITY FO ERFORMED BY OTHERS. O`fR AREA OFFICES IN DANBURY HARTFORD NEW HAVEN-NEW LONDON t Client: Zoppa Studio, LLC, S. Windsor, Connecticut ST L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry ' SPECIAL TESTING LABORATORIES,INC. Inspector: M. Link PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: September 18, 2003 Concrete Report ' CONCRETE INSPECTION Weather: Cloudy/windy Air Temperature: 70°Ft IConcrete Supplier: Builders Concrete Cylinder Pick up Date: Sept. 23, 2003 CLASS (PSI) 3,000 Volume Inspected(cubic yards) 39.0 Total Volume Inspected to Date(cubic yards) 66.0 Inspection Start Time 1530 ' Inspection Finish Time 1900 Inspection Duration(hours) 3.5 i Concrete Field Inspection and Test Results Field Set# 2 A-D i ' Truck# 015 Ticket# 25017 Time Batched 1615 Time Discharge 1715 Air Content(%) 4.5 Slump (inches) 4.5 IConcrete Temperature(°F) 77 Density(lbs/cu R) 144.6 LLocations: WALLS - 1 Line, F-C.5; F Line, 1-7 & 7 Line:F-C.5. Remarks: Discharge on the trucks were running over 90 minutes; superintendent s informed. Deviations from the Specified Test Methods: None tConcrete Compression Test Results SET 2 CYLINDER# 03C5510 03C5511 03C5512 03C5513 CURING METHOD Moist Moist Moist Moist CONDITION Good Good Good Good TESTED AT(days) 7 28 28 28 TOTAL LOAD (lbs) 77,500 105,000 101,500 103,000 ' PSI 2,740 3,710 3,590 3,640 BREAK TYPE D D D 1 REFERENCE ASTM C39, iy ����Q/;''aHAApt•.,•/J TYPE A:CONE TYPE B:CON SPLIT TY Qi• Atiif;: D:SHEAR TYPE E:COLUMNAR CYLINDER DIAMETER 6' CROSS SECTION AREA — 8.27 SQ.IN D OT ~� _ REPORT Sl 1 C "a J. S NO.F1u5S5 ••cvl:- C3 r'' SHOWN ON THIS REPO ,+ •'••tlY.TD� •4,`IFS TESTED. THI RT SHALL OT TO CLAIM PRODUCT EN N�i�x}4(� Y OTHER GOVERNMENT AGENCY. THE FOREG ORMATIO PRROATORIESOINC. EXCI UDESRALL 1�00 ORK PERFORMED BY OTHERS. OUR EXPRESSPERMISSION. OMR AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW I.ONDON z s 0 a a 04 w 1 1 1 1 1 1 1 1 1 1 1 1 1 ' Client: Zoppa Studio, LLC, S. Windsor, Connecticut ST L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry SPECIAL TESTING LABORATORIES,INC. Inspector: M. Link PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: September 18, 2003 Concrete Report ' CONCRETE INSPECTION Weather: Cloudy/windy Air Temperature: 70°Ff Concrete Supplier: Builders Concrete Cylinder Pick up Date: Sept. 23, 2003 CLASS (PSI) 3,000 Volume Inspected(cubic yards) 39.0 Total Volume Inspected to Date(cubic yards) 66.0 Inspection Start Time 1530 ' Inspection Finish Time 1900 t Inspection Duration(hours) 3.5 1 1 Concrete Field Inspection and Test Results Field Set# 2 A-D Truck# 015 Ticket# 25017 Time Batched 1615 Time Discharge 1715 Air Content N 4.5 Slump (inches) 4.5 r 1 Concrete Temperature(°F) 77 Density(lbs/cu R) 144.6 Locations: WALLS - 1 Line, F-C.5; F Line,.1-7 & 7 Line, F-C.5. Remarks: Discharge on the trucks were running over 90 minutes; superintendent was informed. Deviations from the Specified Test Methods: None ' Concrete Compression Test Results SET 2 CYLINDER# 03C5510 03C5511 03C5512 03C5513 CURING METHOD Moist Moist Moist Moist ' CONDITION Good TESTED AT(days) 7 TOTAL LOAD(lbs) 77,500 PSI 2,740 _ }4t�9tl.ii .YIfII BREAK TYPE D �' v� Ch11Nr ��r vF IREFERENCE ASTM C39, , � TYPE A:CONE YPE CO &SPLrr TYPE C:CONE �G'W TYPE E:COLUMNAR CYLINDER DIAM = 6' CROSS SECTION AREA 8.27 SQ.IN.CYLINDER CT .t. ' REPORT S ?AICIIAJ!L J.SIRAK s No.155� TS SHOWN ON THIS REPORT RELATE O RT SHALL. OT ED TO CLAIM PRODUCT ENDORSEMENT BY ERNMENT AGENCY. THE FORF.G 11,JFORMAATIO I PROPERTY OF CLIENTS. REPRODUCTION OR b TH OUR EXPRESS PERMISSION. ORATORIES.INC. EXCLIJDFS ALL 11ABILIIY FOR BY OTHERS. O`IR AREA OFFICES IN DANBURY HARTFORD NEW HAVEN NEW L ONDON t ' Client: Zoppa Studio, LLC, S. Windsor, Connecticut ST L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry ' SPECIAL TESTING LABORATORIES,INC. Inspector: T. Kinkead PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: September 16, 2003 Concrete Report ' CONCRETE INSPECTION Weather: Clear Air Temperature: 82°Ff ' Concrete Supplier: Builders Concrete Cylinder Pick up Date: Sept. 18,2003 CLASS (PSI) 3,000 Volume Inspected(cubic yards) 27.0 Total Volume Inspected to Date(cubic yards) 27.0 Inspection Start Time 1400 Inspection Finish Time 1600 Inspection Duration(hours) 2•0 ' Concrete Field Inspection and Test Resdits i Field Set# 1 A-D i Truck# 010 Ticket# 24911 Time Batched 1348 Time Discharge 1425 Air Content(%) 4.5 Slump (inches) 4.75 Concrete Temperature(°F) 83 Density(lbs/cu ft) 145.1 Locations: FOOTINGS Remarks: None Deviations from the Specified Test Methods: None ' Concrete Compression Test Results SET 1 ' CYLINDER# 03C5365 03C5366 03C5367 03C5368 CURING METHOD Moist Moist Moist Moist CONDITION Good Good Good Good TESTED AT(days) 7 28 28 28 TOTAL LOAD(Ibs) 67,500 101,000 100,000 99,500 ' PSI 2,390 3,570 3,540 3,520 BREAK TYPE f D D D a.,. C01 ft �,• +.r1p �ta�v�CjHA �i L . REFERENCE ASTM C39 143`C173,C31 TYPE A:CONE TYPE B:CONE SPLIT TYPE C.C _ ONE TYPE E:COLUMNAR CYLINDER DIAMET CROSECTION AR 8.27 SQ.IN.CYLINDER LE p2 ^� t �r ' REPOR _ J.SIRAK ,� Na 155 C, SHOWN ON THIS REPORT RELATE ONL Tin RT SHALL OT ED TO CLAIM PRODUCT ENDORSEMENT B MENT AGENCY. THE FOREG RMATiOp{,I PROPERTY OF CLIENTS. REPRODUCTION O R EXPRESS PERMISSION. �1 RATORIFS,INC. EXCLUDES ALL IIABIIIIY FOR � OTHERS. RS AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NE1i�l� �i`� Client: Zoppa Studio, LLC, S. Windsor, Connecticut ST L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry ' SPECIAL TESTING LABORATORIES,INC. Inspector: T. Kinkead PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: September 16, 2003 Concrete Report ' CONCRETE INSPECTION Weather: Clear Air Temperature: 82°Ff ' Concrete Supplier: Builders Concrete Cylinder Pick up Date: Sept. 18, 2003 CLASS (PSI) 3,000 Volume Inspected(cubic yards) 27.0 Total Volume Inspected to Date(cubic yards) 27.0 Inspection Start Time 1400 ' Inspection Finish Time 1600 t Inspection Duration(hours) 2.0 Concrete Field Inspection and Test Results Field Set# 1 A-D f Truck# 010 Ticket# 24911 Time Batched 1348 Time Discharge 1425 Air Content(%) 4.5 Slump (inches) 4.75 Concrete Temperature(°F) 83 Density(lbs/eu ft) 145.1 ' Locations: FOOTINGS Remarks: None + Deviations from the Specified Test Methods: None ' Concrete Compression Test Results SET 1 ' CYLINDER# 03C5365 03C5366 03C5367 03C5368 CURING METHOD Moist Moist Moist Moist ' CONDITION Good TESTED AT(days) 7 TOTAL LOAD(lbs) 67,500 ' PSI 2,390 BREAK TYPE ,.��•t fp�4�, 1r4 a.. ���r•°°�� ccr�N���i, REFERENCE ASTM C ,C3 C173?C31' a�Au•• �C�•�� TYPE E:COLUMNAR TYPE A:CONE TYPE B:CO &SP TYPE C:CONE&S Q1; CYLINDER DIAM = 6' C S SECTIO 28.27 SQ.IN.CYLINDER LEN �+s E It RE L J.SIRAK' % NJ.I5Z�(� ULTS SHOWN ON THIS REPORT RELATE ONLY d •• '•����' RT S USED TO CLAIM PRODUCT ENDORSEMENT BY IT AGENCY. THE FOREG IN THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLI T EXPRESS PERMISSION. ' �_ NO LABORATORIES,INC. EXCLUDES ALL LIABILITY FOR WO OTHERS. OMR AREA OFFICES IN DANBURY HARTFORD.NEW HAVEN-NEW LONDON t t ' Client: Zoppa Studio, LLC, S. Windsor, CT ST L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry ' SPECIALTFSMG LABORATORIES,INC. Inspector: M. Arcond PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: September 15, 2003 Concrete Report PROGRESS OF WORK: An authorized representative of this firm was dispatched to the above project site to conduct concrete inspection. The following was noted: However, at approximately 9:00 a.m this inspection request was postponed to a later date. REPORTED TO: Client; Desco Carpentry; Michael J. Sirak I 1 ' Respectfully submitted, SPECI p G LABORATORIES, INC. CT � O 9tF1 ED ' Richard Speciale - Director Vice President + rr •ICJ #y�i ; �Y•.'^'�~ E. V13APPf nt r THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY. THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION. ' SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS. t ' Client: Zoppa Studio, LLC, S. Windsor, Conn 'cut Project: Zoppa Studio LLC, S. Windsor, CT S T L Contractor: Desco Carpentry SPECIALTES NG LABORATORIES,INC. Lab Technician: L. Hankins PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(203)7912451 Date: September 11, 2003 Report No. 03S-273 PROC CERTIFICATE OF TEST AND ANALYSIS MATERIAL: Borrow -'Brown, Gravel & Sar d, -trace Silt RECEIVED: September 5, 2003 - Picked up by T. Kinkead (STL) t MARKED: Sample No. 03S-0273 r ' TEST METHOD: Maximum Unit Weight, Dry (lbs./cu.ft.) ASTM D15571METHOD C, 3/4" Correction ASTM D4718 - Material Analysis AST14 C136 ' Examined with the following results: ' SIEVE %PASSING SPECIRCATTONS 1 1/2" 100.0 N/A 3/4" 70.8 ' 1/4" 53,6 #4 50.4 # 10 , 42.9 #40 24.3 # 100 8.3 #200 36 Sieve size used to separate oversize particles = 3/4" Percent by weight of oversize = 29.2 % Estimated Bulk Specific Gravity - G = 2.70 Dryry Unit Weight and Water Conten?"Finer Fraction = 126.2 Q 10.3 3/4" Correction Dry Unit Weight and Water Content Total Sample = 135.6 0 7.5 % ' Note: For simplicity of report distribution, the graph of the dry unit weight and moisture content has not been included with this report. This data is in our file and can be provided if needed. ' REPORTED TO: Client; Desco Carpentry; Michael J. Sirak Respectfully submitted, SPECIAL TESTING LABORATORIES, INC. ' ,�e�4ttrctrr���.1 CONK/ psi � t T'i s Nt1155 � � �oV,pc}�SC/LENS ,.•G�.>,��• 9 Rich erector Jd44Q �I. ��.E. Vice Pre Vice PWgident THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AOENCY. THE FOREGOING INFORMATION TEST ORATORIIES,,INCTY OF �EXCLUDDES ALS. L LIABILITY FON OR R WORK PERFTION ORMED MED BY OTHERS.Y wrrH OUR EXPRESS PERMISSION. ' OQu AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON � i 1 1 1 1 1 1 1 i 1 1 1 1 1 1 SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABIIITY FOR WORK PERFORMED BY OTHERS. Rg AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON I 1 i i � I 1 1 i 1 1 i 1 i 1 1 i 1 1 i 1 1 ' Client: Zoppa Studio, LLC, S. Windsor, Connecticut ST L Project: Zoppa Studio LLC, S. Windsor, CT Contractor: Desco Carpentry ' SPECIAL TESTING LABORATORIES,INC. Lab Technician: L.Hanldns PO Box 200 Bethel,Connecticut 06801 Phone 03 743 7281 Fax 03)7912451 Date: September 3, 2003 Report No. 03S-270 PROC a > c� ' CERTIFICATE OF TEST AND ANALYSIS tMATERIAL: Borrow - Brown, SAND, some Gravel, -trace Silt RECEIVED: August 29, 2003 - Picked up by T. Kinkead (STL) MARKED: Sample No. 03S-0270 ' TEST METHOD: Maximum Unit Weight, Dry (lbs./cu.ft.) ASTM D1557 METHOD C, Material Analysis ASTM C136 ' Examined with the following results: SIEVE %PASSING SPECIFICATIONS ' 1 1/2" 100.0 N/A 3/4" 95.2 1/4" 79.0 #4 75.4 # 10 i 67.1 #40 47.7 #60 30.0 ' # 100 12.7 ' Estimated Bulk Specific Gravityty GM = 2.70 Optimu Water Content: 8.'7 % Ma m x. Unit Weight, Dry, (lbs./cu. ft.): 125.5 Note: For simplicity of report distribution, the graph of the dry unit weight and moisture content has not been included with this report. This data is in our file and can be provided if needed. REPORTED TO: Client; Desco Carpentry; Michael J. Sirak Respectfully submitted, ' SPECIAL TESTING LABORATORIES, INC. LA CT • �r;�o �, 1 s No.i 55 ."� EN ' Richar iredtor ��P.E. t Vice President . _. THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY. THE FOREGOING INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION. SPECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS. Omr AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON Reference Maps; N/F J N/F Alexander J. Terlizzi Alexander J. Terlizzi ra 1. "Topographic o hic Map Prepared For Alexander Terlizzi Burnham Street South Windsor, Ct.»p 1»=40, 3-24-85 Rev. 3-27-87 by Palmberg & Russo 72 72 72 2. "As-Built Plan Prepared For Max Allison Associates 12 Sea Pave Road South �� f EXISTING TREE LINE `, �� ,'! EXISTING FENCE Windsor, Connecticut" 1"=20' 12-12-90 Rev. 11-12-91 Class A-2 by J.R. Russo & Associates, Joseph R. Russo, L.S. --- -- 118.3�' -- -- N07°02'00"E X 81.90' ..`' ---_. Notes: 71x8 72x4 DUMPS7ER ON CONC. PAD W/CHA1N LINK FENCE & PRIVACY SLATS 1. Parcel is not located in a flood hazard zone, Panel No. 090036 0007 B. I 72x9 -' 2. Parcel is not located in inland wetlands, the site was examined by Michael F. Gragnolati. � 25' REAR YARD �- 1 � I 3. Elevations and bearings are based on reference map #2. ! " ,' 72184. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective t / 6" B.C.L.C. (TYP) utility companies or governmental agencies, from parole testimony and r from other sources. These locations must be considered as approximate I r / 7 7 I in nature. Additionally, other such features may exist on the site, the 72 ' 3S existence of which are unknown to J.R. Russo & Associates. The size, 1 56.9'f I location and existence of all such features must be field determined and ::r y l:fY/r rt'•rr:•/.G'•rf' .':;✓+'i;%`•'i •a:�:{: i.cf;a,r:Y:.'y,•rt..,;r' •;SS:t!!/Y .ar•Y>:--:»r?rrnYr:rr. I I .. 'tf.r.rfi 1f•f!. ,,•t'//,:/ f/r/'Y%f: .; '• .%,/.. ' .ir+t'r:•r,'rf`•f'•/^�:f/Gr%:: :i{.•:u:f:`!.f',r;•�::rfror"v'+ir>•f+'• -� - ,,,�:/:�. •<.. ..,�,/ .;<!;•. rf{'f/.,.//.,` r(' '., F.!f . r/J{�:;! rfr f:'.r/ 73xo verified b the appropriate authorities prior to construction. Call Before •�f/fi�r'/rr /r���r�J r /r�flf �rf: Y I t r Yr•fY�:•, .: �..'} •; �r/ir./�:�fwfu 'f'�tctcf:r;.ry lFfirf...r.+:•;/f :rf,r?i',-,�/!�f lYr.�rfrS?r: II.,^••::;,•':;':%:.:.•rr!o'vr'::::.;: yy :?/i• c:.fir.:•• :v: ...! ;.;..,f;1.,:t.r,..:.r::J.!d::::;:•..-: •/.::r:.:.':///-r•r:!f./! '-lf �i..,f:..+/,.' ..r./:•. :}u v..../1. ..:<:cc5. . ::. :r(.::J.:///•'l.•J /!a./II - - .. '>><. Jr lF :f .r: :-:,� f,..::.:.::-;,,,.:::.: .�r,.::.Y.r,+:rff.-.. 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';S?f.,:• r:r,ls>/,r//fl//l ffi: r :1r1 r rlf.'it,r,,i{r• ! a 'f-:r://::r f!�:�>�1 r:•': rr'-:%rf r�«ff'r,c 1..r/'Y ffr r4-:l f+{�� .�,lrr.C'rY 11:.l.•;•fr':',r/••✓,fy i 'Zr {J.//. r. },•/ }3n!f�Glf; rflffflf , !;•�!' ;..r.r:f w+:l.::.r:l ,Yr.tf� Sr:c..,.rf r. f. •% .,f .r'r /.•`f r .!/T:r;•r f. /.lr/..J.v! ,•✓ ',.i/1.•,':•../,.!:::.r.!�f.':Grf.••c.r }!/f -.r/o.r XI TING 8 DG. ! ff/'i•t r// ., /.. r r. <.:..,;.rr.ff ,.«{ff'f::Yrf„II GAS METER E S L _p J/. � 'URI. f,.r. ,;:tf�.t::,,./..fJ,.�lt:,1J UTILITY POLE i , •� }!• !r'� ,• r ! ti• <''<!l• !:>•':r!•/+:.w,�/Sr/.!ir;!y:.<•r,�r;•1::•.ftf•...,r'.�.•., ..'.!:•.!F�J.+/ffr••:II r„/,!f!!1/f:�r; ::. r: fi,•$rf, :rff+f/r:;,:.t:r}!•<:. //•,:.l!,. FF-74.2 %�� !!J. ,.i.r/./.:•r+•::r1./:::•rr•::,../:.;. c,crrtJ,;t. :rf..c.. , . . ,,rr,.. ,,..:'.+�.f<<...r1r:•r:Y Y r I c WATER GATE I t f/:.,�.. f;:/c r:/::/ i,. .,l.rr�,:-/ r/r iff.�•,•r•r•rr-r:•:•rr'4 r:: 1,:.,ff!/,..r,:: )'1•''yc:..r:r!/,•::fY'.%:%$"5 73X2 Y%.S:r�//L•�:��•f,.l.,�;1;Y 1.-.,;.r!r :r': ,7.�:'���:,:{�!.r: r.C.. !l'�f;.'f/rrf:'f;.rf�1/.G�iS-.:.Yf+'/'S�r.Y '•S�•: N F i I I I' r r.r,fi/.;1.r:c• { <:.Y$;':.y'`:r/r r.+f/r{''/,.'J /1}'•'i'y/1 r '"' rlyf y,;S{!rrfi.r,.;'.;.,./:;,.r;; ; ;;f.crti• ; f ;...f .:•: r:d/./.r //jsif! yl,..�./„!;,} ;fir J:.i/;,✓ii, r, • %s �. 9 GAS GATE II f.,. !!,r><r�l r'•✓•S:!fa,.. j:� fr/..!• f/l, r ;{ urJ / r;.f,. J.•r. , •r; //r r! 70 I I r,;y!{./r;,S.;.;;ry,..{yr;:r.•Y'•rrf)' r,/'Y"l,f f J oo f�nfY'•: Y:- •.:+w Y.'.• Sf/%f:/Jri rlr;.':ir-,,.r�.f!/��f l/i�11 r,:. II Michael & Patricia Delasco %l�:f/ ' f/ t,;!,,,:.,,;,...,f ,rfrr. ,>A<.r!,r F, lr!,f:?.,:,r:+,l ,'//if ,:ff. :�, fir .x:f: ,,.f,:f,: I t / 'r ,s f!..� ..,/. .f/ ��„ rr, � ;fr , ::�, %,{ , ,l..r, ": 1:< 'r '{ !.i O EXISTING SANITARY MANHOLE 1 /.•ljf </ A.•,•%/.i; t1" ! r r/•, J.....{rs rf�,.!!. r,i.!.rl/ }.,,'Y!c >c:Sr•:rrr.' r•lG;G f•'Y 1.�: ''`f;!f r/'•r lS,v..r•+,rf`rr+r,�lr,�i r•„ r• /r.r'.; /f:,t rlf:.HrMf t f:w a;Y',+•,,iy!/ <ffa ;,;�, ./.f .fr.,of?id:;.f;/�.:/.:y:+/,/r.{r+ 1%ir/ f%r$,f >4<•:C%:%f /l+r�ltf' f}.:J;. ff�/" f / y. % ;r :r ..r/�/ / ;« 'f� f'y ' ❑ EXISTING CATCH BASIN t ROOF LEADER II :%: , fl/,rry.;'.%/f., .1Jr,,`i/c;/,f',r..•r.•:-,:<f„n- `r?:cf,./r•rrcf,+/f; ,•.•:r+r„�::i!iS..nl,:i,:/y.r/,fi 1.'%`f/..:ff.;!•u! : r/ !f, ,� :/f:•:/ r,a! :t'f�$.•1•:f'f. :.:�/,.,',;y..:•:-...S:N�„'lf;Ft/.';lyG••n•:;!?:,' II '"+ 1/l,,�j :'!..;1! / ,I, �rr.t'•lffJ/•4'•if!r .'.r.c:? 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Sr l'.::Sl':`f'` ..:F:•. 7 rf! /y ,yfJlw ,,,rl'f/f,lf'->! {Gr'r+r<+%/r/rr.;•c:%.;::; r;fSY}. : ?'Y:. //.t rf/%//r.,,, .r, r.rl;;.,.f,,,l,/r .fr• .: /1:"�+,r, .•!/ •/,•;:.;:tz'•�:<•rfr f: -- -- 1 II...,�. l.. fi' �r//.r� f:1 :rw r'":,/.r:yr, ,,/r.;,,,,?,..,r�. :fi.;: rf ;r.,{, uc UNDERGROUND UTILITIES 74 c.•:�j/.`1gx �y�f'/1.'. .✓/f••::frlllf�. fi,...f�/'1.r, ..�;•i••.�!t:�/f� r. <: / !:..,f 11 rr r.•r. / ,.,f/, l:,Y:' fret/ 'fy f r5;,;:::•''!,••;:;%}fS:riYi!ior 1:vfil•:: t I , 11 .,•r;c/, ' 'f�i'./r:1 �fr"P:%' r+� r'Y rS /..3 , 'Y/+ � ''.:{,ln <..f.;•r.%r r:+cJi:-:. :Y.ri;er:o'•II I 72x2 I - w .,.:. r/ % '% �✓!af//J f r.f1/ $ .:r..,/,?r,. - G- - U.G. GAS LINE 1 J11 //,+:vf•;r/,rff ',;/rS• "f1r:•}•rrr.f ,'/ff d r f.tfr;{''' /ir/,lrS'r!✓::"f "•r.. r•.rS;,!ro%;r! J I /. r,./%`%fr}/%::'•r...•ff /lrc�95?;J,;.-•{,..;;f::pt•/fu' rf:, frf. f/f..r :/.//�'+; .!;:c?iJG•r.,. :r.{11 Q f! ./•fir•+:+'rl•:J/,',1�1:-/f- r•!,•:./�!//c..l:.' :r.;f/.:fdr:" .: ..:rf!Y S:•i::r,.•tc./,..;>%+.••Y:fi..r:: in.r,9{./: ,�;i ,;/,.rfirrr..: ,,r/t/l.:f/f:fif^''./•,;:{/.•,;'.;fYf:.f. f:r:;!'/i•r%lJ•ftu?,r.,:,.;...i.r {f,,:YS:'....1.../.,�`..,: r.r r:y,.cu•n,•l f.,/ l _. ._ W-- i 3f' •,.�rcr;rrv/,;r r; /r: 1f/r .ty; ;.,;1r.r Y../ f:;,.:: <, ,' f;Y:��:{r.,r:!:!,r'�•'<r,'f/r"f1 n I U.G. WA TER LINE +/1, $ii,. c.f„ ,!;/1f,:?'tf%Y; '•rr+;f.•%l,•.,.'!';Y:f,YSff1fi.. ::11;.Y. ..r•r: :!•l!•c!I:,f�,•r :. !!!,: ffi•..+lc+c 1 2 4 , II;..•. }:.li ��l lrr,jYS,vl.•f +:t! '+rr:'/r,r s'�::f,/.}ib'Y•,: 'fi:u. .:Yr•:,r / .,.,,,:.rr1::•r:///fr..•1/.•.,:,/,i f/+-...•,%+: r ---___- :� �,J/, f :r fJ� i,.1, f,,,,7f,rr } ,s�,`//:r<+r�ic r !/ �/ ri ,l; EXISTING STORM SEWER ! 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(,y 7 >; r./ �/�S'r,..�!r,,,1�<ry..r,:,//,'+f:..::9/!: r.u/.:/.fir+"rJ/.r,. !::..r„p;f•'r;}$%:f ./:/'r::::,1 r'' I PINE 1 , ••'f ./'/.,,�r ''•fff!r:c,/;-f:.t,r;.,.:;,r,.,.,1,f/! ?/./t •f:Yf/. }•%.//i:r4./rf.S: ff4' f/•!iy/.,r; � _ __ • / i% .,. ��...�,.:/r,a�rfr: .,Eli/ r/tr�/1rfi,��f. .,f. r.i1f:}.r':.,/./.,.,,i :,�. ....•+•'.,.':•�..•.,i,,•'J' 56.9 f - :!i1.� //� r��+�/:Y 2./,,.,,{%!;''c r7 '{e.r/.;,/1f,r,r.;l f..+:rrc�G:.:.+::r!r"<'lrn r.+• :rl::t.;/.{ � ! - _' ---- _ f/.:' >i�rr�i.r�.r /r r r/ ./:f/!fr/2frr`.SIJf.!//�r z!•r r�/«,:�r/.ifi-1.::.%:•r�;t:r,:r1,Sf'/rr::.<:•.:? �• 1712 ' 8" PVC I; 35' FRONT YARD 6" SAN{I LAT. PROPOSED SANITARY I Aj�c FL=70.3 tI TRAP ROCK RIP-RAP i ' �� SEWER EASEMENT IN I 17 6 EXIST. SAN. MH FAVOR OF THE TOWN 72 1 73x4 LOCA77ON PROVIDED 3 OF SOUTH WINDSOR TRANS. ? '� I I 70 II I BY THE CONTRACTOR II PAD ac } I EXIST SFQRMER 73x4 I 737 I i 1 ' PIN NOT SET, FLARED END 16.5 � CLEAN-OUT \ 51 ^ / 20,00' WG / I �c \ , ON PROPERTY CORNER FE C (' FL=69.7 �� ,i�; r/ I pl GG G o G [, [� G 18� G t < TELE. I s'( ,l�I ( p o G c� <(r 10" �......� 91.63 C.. < SYCAMORE N02056'05"E.-200.00' ... - EXIST. ELEC. E ti SIGNFE TRANSFORMER 74--• _1L_._i....- -------------------------_ HHL II! FL=69.3 CABLE CL&P EXISTING EDGE OF PVMT. - - # HYD. HH POLE CB ,.-_74' f I POLE CB , - - - W- - -- - - W- - -.---=- W- -- - 7F•=73.2 rJ -- - - - No AN EXIT'" & "ENTER' EXIST. ,S'e -p a31 _ Road I I HERE SIGNS - - - --- SAN. LAT. -.__ _'�- -- -- - --- -- - __ ;^----__--_----74- __ _ AS-BUILT LOCATION OF EXISTING UTILITIES WERE PROVIDED 1 SMN - - - - _ " BY THE CONTRACTOR. I "STOP"-&._"[VOT AN 7F=74.2 I I EN7RANCE S/GN'S---- _ -- --li-- G- - - --- G- FL= 64.0E 11 - CB - " - -- G- -.G-- - -- G-- - G.._�- - -- G- - -- - - G- - - I -- --- - 7F=729 -_ _ ---74 __ - C� ------- FL=73.3 II II II 1 I JP FOUND - I 1 72---- ------ -70�~ FE FE REV. 1-13-04 SAN. MH, STRIPPING, SIGNS & SAN. EASEMENT ADDED FL=69.7 FL=69.0 The items so noted on this plan have been verified in the field as to location, As- Built Plan elevation, and completeness. The following listed items are the only deviations from the original plans approved by the Planning and Zoning Commission and Site Location: Lot 2 -- 23 Sea Pave Road staff approved change orders: South Windsor, Connecticut 1. Flag pole and light not installed as of this date. 2. Landscaping not installed due to weather conditions. Prepared For Zoppa Studio, LLC 490 Burnham Street South Windsor, Connecticut 06074 289-5881 , M M J.R. RUSSO & ASSOCIATES `p f. o Land Surveyors & Professional Engineers a TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS Z N MAP IS SUBSTAN77ALLY CORRECT AS NOTED HEREON. s CD This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the «` pF,.•••••M�e`�.,, 1 SHORAN ROAD M Regulations of Connecticut State Agencies - Minimum Standards for Surveys and Maps in the State of •`�li,•��H R• RG�•it«,; , ; rsf;s:;:::.Y.• NGRAPHIC SCALE Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Improvement �Q;�g 0 ..r"� EAST WINDSOR. CONNECTICUT 06088 v 20 0 10 20 40 ao Location Survev based on a Dependent ResurveX conforming to Horizontal and Vertical Accuracy Class A-2 �� O��c (860) 623-0569 j & T-2. * = a� ' ••.'�'J'• ' =* No.8048 r t FAX: (860) 623-2485 3 This document and copies thereof are valid on17 if thep bear the signature and embossed seal of the '�, .f .,,•,O ( IN FEET ) , BY SCALE JDATE SHEET CHECKED NO. o designated professional. Unauthorized alterations render any declaration hereon null and void. 0 i inch = 20 ft. l JAJ 1"=20' 12-11-03 1 of 1 JRR 2003-003 Ci Reference Maps; NIF NIF 1. "Topographic Map Prepared For Alexander Terlizzi Burnham Street South Alexander J. Terlizzi Alexander J. Terlizzi > Windsor, Ct. 1 =40 3-24-85 Rev. 3-27-87 by Palrrlberg & Russo 72 72 2. "As 72 -Built Plan Prepared For Max Allison Associates 12 Sea Pave Road South r EXISTING TREE LINE \�� ,'r EXlS71NG FENCE Windsor, Connecticut" 1"=20' 12-12-90 Rev. 11-12-91 Class A-2 by J.R. Russo & Associates, Joseph R. Russo, L.S. N02028'15"E �••� � _ 'r ---- -- 118.31' -•- _.--- - ...... N07°02'00"E X 81.90' .--. Notes: HEMLOCKS 71x8 72x4 DUMPS7ER ON CONC. PAD W/CHAIN LINK FENCE & PRIVACY SLATS --- 1. Parcel is not located in a flood hazard zone, Panel No. 090036 0007 B. "✓" "..- .. -._ M2" 72x9 PL 2. Parcel is not located in inland wetlands, the site was examined by Michael �� F. Gragnolati. 'r 25' REAR YARD +�- 3. Elevations and bearings are based on reference map #2. 72.9 `I- I 71 ,' 721 ^ 4. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective / 6" B.C.L.C. (TYP) I utility companies or governmental agencies, from parole testimony and 2" I from other sources. These locations must be considered as approximate 72 ? / s PEAR 7 7 in nature. Additionally, other such features may exist on the site, the 3 existence of which are unknown to J.R. Russo & Associates. The size, location and existence of all such features must be field determined and i - _- f`• .r fj{%:(' v° � r ' f?`}rf''��%..,rJ .:..;r y'f jr fr%;i r 4'r/i'i �J},;.' .;f':`i?<': 73x0 verified by the appropriate authorities prior to construction. Call Before 1 ` f/jll,/ij'��r:j %3'/ / //r'` /i J•",' i ,ME/ '`;�?•'J ' rj' ,,,•% r�! /i;<;d ,%� / /r�//�r ;: /%'/•r,�r ,r'i a You Dig 1-800-922-4455. I '»MI?L I n %//�j`J {%/;j•�.•,r Ir ' f1 r` / J/'' '{'J.•/' f� %% r %r 72xs t x4 I %/. :: '';if.•' '� , / , i: /.'%/ i ' :'` 1 , j'i 3 r' r'� rj'+ /r jro/ I "� II• .9+' ,/r/� ��/�/ /JJ .0/;r� '<:��,r�r/�r/�r �Jf r/ /• � .j�;:� ;/Y�'i%�j f%%J%jr. '///: J�'`%'� '�'�'r i 11 I � r I I u / r {(ffff �� // / fr' �./y,/.','/;��f%f j r l`•{JJ•i q�9/r,r% �/�:,;c , I} i /i1,' "/i,'i J, / ��f/�ry, 5�'G'r/• .r� Ji rf G`f �� �,/ jf�,rJ'•,�j�; 11 I If fir. •, / G` , !/// %: r.' /r , jf / rr'% F J�/ 1 f/ /,/r j/j I I ••i3r :r' rJ: i� ��f�/% f r/•��5 I � ` t II' if/ >//yl l/�'/' %ff/,r� ,+�,� , ,/ > �/i✓�:`f�"�fr,� ';.�?,!: /�'3�"'/,�r u I �,<��rjJ• ;, �� ,';� /f/.••f f � r�' /°r ,��'i���f"�% 'tl I t I t Ufa /,:�; '�iJj 1 `.,• /</ram' , /, .lrr' / /J ^frig%%`.�� r 1 1 , ,�>,"rf '/ ,9':}s ;r.�f r /./�`l..!••:J. �f¢✓�f��ri, II 73 3 :,i/%/ /�t�, j /J'!f ///.�: rr .:{if: /: /..% ,.!'..:./�S,l'.';;..j:r<.;/i?w;. ;f�...�>�;;�,;--`.•: II ? I I II%t$ '{::,J•1!�>'.. {.Y i,',.5}`i,tl f rl r r r,7s^ t r /..� I r/J,� 'G.I! . /• J. i ,,i.."/'� ,/ „ r '/+✓+ n'' r r , f,. r r,:.:!,f-: :1I 7t"x7 45.Jt 1 I I%!r` ,rr r/.i: �,.f% f :.F r r fr nJ/ ✓+"n ,?,3,4r r rx f r ri r . ,/�i' yJr// i r ,{;f;.,r✓ .�J%' J r•/ i9'�j�{/:/JIf:J J�f r rfrr r.. �II 74 •'• r r rrr J i r 5 f..:':^ v r/ i 72x4 ` x2 11 / �Yr/ � r.}%¢:. '� :F;:/•'�,i .C'/%. / �rl'•�"'/r.:" '`'%:J/::.;.;�. I ROOF LEADER y /; f i,/ ,J r /. 1 � % / j.;�/,. r'✓` i' a r in 24.8' I i COLLEC77ON PIPE , , s;.J/ , .r,s'/,nf � r•,: r ,:`; Jr �/, , y. ,..jlf,;%,fjylr./, ' (TYP) 1 }r f///i/It 'rr:%'r ,✓"y/ fr // ' �'Jf%�`:` `,�/ %,✓ r ,}� ]'� f�' ,:/ f.• ,. •+ ,1/i it Yw { I � I ,,, � ,r j f{/�/ r ff•/,, 9'?J , ' � I rr xr { l .U/', �r �>i'il.•'f � r ` rr''�.}irrr�i��:%fr � % ;��J/�{ II I I fy. l .{l`� f 11 1 4 r; "rj'Yl�;r/ ` ' /�fY'r:`, II o 0 It {' lr .�• /r r .j I ' :r +:.... '}rr <• r ,r' NIF ' t� 2IIf,f y •Ji /j � / i/ Mechanical Maintenance CO. EXISTING BLDG.: 1 CO , y rr / f , , ' 'rl l/ 'r r/r.f{rrjrr n { MPL (►� II r ` %' rJ/'}' ,''~ '' /a!f' ! i fi/'/ %h'f a FF=74.1 f` 11 ' 1 I ' J,l f{`f r. � %, Jrr `f �ij' / 1•J'?'' 11 c O • f //,lf jr ri f, f,,S�fr. fr.o- 4'1. co CL i 1 6" B.C.L.C. r lltl I II� r ,r f r :; : `' r ri fy /� /q•. ilr l •I 7 9 li/ % � r �r�,� '///J•% ,:� � ;n :!rj/�jJ"//r.�/ /% % r%'{r''. " r/cfj% {'r•' k•' fir // , , /', i//,rlf/'/%• //. 72xz L 1 u j J Jifr'r 1 // AC { 7zx4 GAS METER r / /.r• / I UNITS 2 ' :�r ' '' '%�/' '%F� ' l f //•% rr ..,,,' %r; fJ: ' r ��}f it r , ,, jfi , ' ,;r } {, f.. , r�i I `, �//.,•'� '/r: Ji /}, rrj %fr%" �J �/•9fr��j'i/•�'%/ jj�i/i% %�f� LEGEND: PEAR U r` /, ' % r ' 1� 1 / ! } %!/?':' ',///' �/ %/1/' '/, , / /: f y. ,r. ;�,fi. ,�,../J'� /'' ' i II rr /'�j• , ��, � r//. •,: r., y 1r :�r•%C r /%��!fJ�f'F I � I , r,:f�'r f r.>. '{Ji r � :� .r�.'r/jrl /�iJf �J•,1 GAS METER EXISTING BLDG. _p I UTILITY POLE Jr J � r /"'f,v/f•''// 'i/r %11 I FF 74.2 73 2 0 WA TER GA GAS GATE TE NIF Michael & Patricia Delasco 70 , F i/ / r r / % /, /�/ rr i / frf r f r / i :f �' OPENS O EXISTING SANITARY MANHOLE I `J/ /• /ram ,:Jr./, 'i, f.'i• �f: rr� r/:•. 1r 4 f /� / r /,j/} .1./. , fd. , � `,¢:•f'1r.'r>/J1+r>'�• i . .f ' ROOF LEADER �%1� r�i<'^f �:/ ;r;'�y!Ar'.r••'/% "� fs, •'' ,`'���� �. ,fig:: •I ❑ EXISTING CATCH BASIN f n /'` fiffj } rr �r n BOLLARDS (TYP) -ti- r 1 DRAIN TYP I II /r .y/; r/1/r /f fir./ J /�r, ; ;! ( ) //, r/� / ' f �/ /` '/i� �`/ II SIGN 2"I II f/%r� ' ; f / J � J �ff /`'rjj'` fy4 �. '��•�'�,�.`"•' ,,'• -•�- HYDRANT ' � //' /.•r/• �� , i / ij•'/•��;J�fr',.,jjffr,r r, l of 11 fr% ;'.: { -UG- - UNDERGROUND U77LI TIES { : %MIRY r1 r>'•> ,/''?. 74 / Y,Ji� ' /%f II xllf /'/ }%ff i • ' i',/Jr/fJ/•:,clprif} .11 I Q3 72x2 ' - / r/', }/ / r<• nr J{i } - c- U.G. GAS LINE <%'/'i�'r�. "� r •}/�' '7i'f�./w f�lJrf•'•'/�j•� n � � /iY /r ,/ {f �' ♦.'� rr< f�::n�,�f /f /f�fr/ ! - W-- U.G. WATER LINE f% u.• /J �'r.//f, jf!• rr��l ri`•rJ Ji r r/'�:F I- ' �',•;,.a../f'///" EXISTING STORM SEWER 1 II�, / ' r j•'•' / % , f rr• jf,•'/,j'r..+r�'�3i�:•: '.r, i ti f /� ;:� • ; ,//i /���j./,/�/{.'/<•�';•�/r:C;;r�Jj J r�%'�//�,,/�''%��r� - Z11r// f ! J%rr rr: / 114 EXISTING SANITARY SEWER 3 j j/'J �,• ,• ,,r! ' -256-- EXISTING CONTOUR I , II r. %/ {h•: r ' / f' /J`/: ryfifi rf , i � II ' o� �G' ,3'�,�f!{/'//, �:r•r�//' l/,�r'`•% ,rfr•r %j. r / `'• II t ri f/fi >'; 'i r: rr, // / % j: t { 255x0 TRAP ROCK II �. /% '+/'/f sJ , �:/r'/yr f � i> ; fj'ifi9j',,r 1'.:r;!/ it EXISTING SPOT GRADE >/.''• y i!lJ/'r /' /r% �,'rrr f ' r 'vJ//. II I O II / / ' EXISTING I.P. f'+� r r/°'. /r r'/J'� /•r:'.��r } J f it'•f j',f/, '/`r� // / �:. Y i/ ji�f %'%f ;n I I , 1 V EXIST. LIGHT I I '•'{,•�{y 'r`•f�/f %/f •h i��f/,��irv.{��, �iYf,'/rr :r�f//i/r�%'/�{jr%;f Q i i W I 703 II�� // j, /y"j�,✓/• q'� !.S'' /Jr/ nJfrr� 'r/ i/Jr /�� ') � " 4 Z I FL=70.D 71,1 , f: I { r: ;J;,rj / /.•,' �;%.f /' :% J j, j/,`/ rf V ' PINE 56.9E __ /, : r, / %� rf;//Jrr�%r; '' '.. r %/// ' Yr` f / ....; 72 , LANDSCAPED AREA " 35 FRONT YARD \` EXIST. SAN. MH 6 SAN. PROPOSED SANITARY FL=70.3 TRAP ROCK 1 ; LOCATION PROVIDED LAT. II SEWER EASEMENT IN ' RIP-RAP 1 ! 2" 1 7 6 2" BY THE CONTRACTOR 3 2" FAVOR OF THE TOWN �� I PEAR PEAR 73x4 MPL OF SOUTH WINDSOR }}_ { EXIST. ELEC. 70 I) PAD t,• T SFORMER ,l� 73x4 I C 731' f t I 1 '1 CHISELED CROSS IN " 0.00' WG // CLEAN-OUT 2" " �� I , CONCRETE FLARED END FE '� Y it MPL 2 MPL 2 I\ FL=69.7 �� MPL b� o MPL 18 G oG 7ELE. >^ I o GG G G G G G t{_. �! 10" .. ... �... �. ' �.. - 9fl63 �.. .� .� t.. SYCAMORE 73 9 ,-'� NO2°56 OW E_ 200,00' -- E ` -- SIGN FE EXIST. ELEC. E ,`'-- I CABL ---_ _1L__ FL=69.3 TRANSFORMER t� 1 ---- ---------------------- __-� HH Ir HYD. , HH CABLE POLE�1 _CB -- EXISTING EDGE OF PVMT. "74-- "' I I TF-73.2 `` '1 POLE �' CB. ' IT 11 TF=W73.�- -- W- - W--- - - W-- - - W---- - - - - --- ------ --- - - r -�W�- - W-- �i "NOT AN EXIT" & "ENTER' - o EXIST T Sets-Pave-_Road " ___�,r' I HERE SIGNS ___ -__ - Z= = = == _ =_____ _II ----- 74 - EXISTING UTILITIES WERE PROVIDED -- -`--•-�- - - AS BUILT LOCATION OF SMH - -` '"- STOP-&._NOT AN BY THE CONTRACTOR. 11 7F=74.2 _.__._- 1 I � ENTRANCE" S/GN'S-- --•-•-_. -- --1j-- G- =�-_-- G--- - FL= 64.Oi� CBG-- ---- G- ----- _ - G----- --- - - - -- - - - - -- - -- TF=72.9 74- - -----__� FL=733 11 IP FOUND -'72- - -- -70'r FE REV. 7-15-04 HVAC, BOLLARDS & LANDSCAPING ADDED FE REV. 1-13-04 SAN. MH, S7RIPPING, SIGNS & SAN. EASEMENT ADDED FL=69.7 FL=69.0 1 The items so noted on this plan have been verified in the field as to location, As-Built Plan elevation, and completeness. The following listed items are the only deviations from the original plans approved by the Planning and Zoning Commission and Site Location: Lot 2 �-' 23 Sea Pave Road staff approved change orders: 1. Flag pole and light not installed as of this date. South Windsor, Connecticut Pre.pared For Zoppa Studio, LLC 490 Burnham Street South Windsor, Connecticut 06074 co 289--5881 M M J.R. RUSSO & ASSOCIATES N Land Surveyors & Professional Engineers ❑. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS N MAP IS SUBSTANTIALLY ORRECT AS N07ED HEREON. M �5 . o This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the ro Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of Q;r'o S F9�'�'0 `t f; ;w;..;... 1 SHOHAM ROAD N GRAPHIC SCALE Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a haRrovement � , G ' '' EAST WINDSOR, CONNECTICUT 06088 N zo o �0 20 w lio Location Survey based on a Dependent Resurvey conforming to Horizontal and Vertical Accuracy Class A-2 (860) 623-0569 & T-2. No. 14665 c ' ••�--�•• ' < `oF N goo,,` FAX: (860)623-2485 3 This document and copies thereof are valid only if they bear the signature and embossed seal of the �tio'---�'�yo cp ( IN FEET ) SURV BY SCALE DATE SHEET CHECKED N0. Q designated professional. Unauthorized alterations render any declaration hereon null and void. �►v.,.r. - - 0 1 inch = 20 ft. ' JAJ 1"=20' 12-11-03 1 of 1 JRR 2003-003 <c or orK y :re 10101 lenginYP U R'- 5A01 #S 11" 17 310" 3A02 x3 `'0" T1 014" 019" 115" 0 �2) 0 O 0 O �-7 3A03 #3 T0" T 1 , 11„ 21 11 2„" 1i 4„ v J 5AQ4 Ii5 4'10" 2 01010" 4'0" P"cw Tr BMW 7A05 k1 ST 2 17' 4'0" 3A06 j#j 5'0° T1 OT, 17, 1'1' 1,1, 1,1" 0,4" 3A08 03 4'2" T2 014" 0,61, 1'3" 0'6'I 13" OV, FEMALE MALE 4A09 04 2'6" 2 0'B" 17' 0'8" _ DO-xx Dk1W SA10 �5 2'10" 2 0110,1 1'2" 0'10" 5A11 1:S 4'0" 17 210" 210" 0 — — — — — -� -z — — — — — � —L— — — — — —�— �— — — — — -�— �— — — — — — �— z 5Al2 05 2'10" 2 0110„ 2,0„ F DOWEL BAR SUBST I TUTES 4A13 #4 3'0" 17 1'6" 1'6" PP 4A14 14 4'9" 17 1 F3 P2 P.2 P2 P2 P2 F3 6DIS t6 2'6" H6 1'0" i'6" MARK # REOV SIZE A B G F5 A F-5 B F5 I ! F5 I F5 ! ! D617 i o 36'0" H12 36'0" D618 10 #b 30'-O" 6D18 p6 30,01, N12 3D'0" E B C II I II C A E B C E C A --- T 1 �`- 0 2 T 2 ° 1 i P3 ! I f I I I I P3 _ L I II ! ! I ! I I I (2) 0615 PER COL I I i (I) C617 PER GOL (1) D60 PER COL - THIGKNE':.S VARIES ALTERNATE 51DE OF PIER ON OPPOSITE SIDES OF BLD6 FOR 5TAOc5ERED SPLICES f i � � [L-k—X X--x—X—X—x—X—X—}—}:—X—X h^ X}—x. X X X—X—X—X--c�I ! I ! ! ! 4xb-3A0: (BL) @3" TIES 4" 5.0.0. x! `==c TIE E3_='= Li F3 , F3 x5 TIE 551NM5 0 la Ii ! ! ! ! II j 2r #6 I I I I I I I I LAP SPLICED B I! SECTION +�PIEi� w/ TIEBEJ�M SEGTION G! I 1-1600 5F 6xb-8/8 WWF I I —1 ! ! I FOR 4" 8 6" 5.0.C. I I I ! I ! FIER SGHEDULE ! ! ! ! I ! I MARK #REO'D SIZE (LxW) B.O.F. IT.P.E0 DWL5 TI;r5 (2 TOP @5", B4�,L @12") PI 4 0"X0" -4'-b" 0'-0" 4-5AO4 (BL) b 3AOh (BL) P3 ( ! P5 P2 10 1e""x15" -4'-6" 0'-0" 4--IAO5 (5L) 6-3A03 (BL) F3 F3 P3 8 Ie'�"x18" -4'-6" 0'-0" 4-5AO4 (BL) &-5A02 (BL) it I II II I I -- FOOTI NO SGHEDULE ! A ( I ( I I ( I MARK #RE0'D SIZE (LxWxD) REINF. 4I2" EN) F3 12 3'-O"x3'-O"xl2" 2x4-#5x2'-6" (BL) ! I ( ! ! I ! F5 10 5'-O"x5'-0"xl2" 2x-7-#6x4'-6" (BL) ! I ! ! II P P3 I I I I I I I 3 51-#5xl'-4" 0L) @24" V O 3x-7-#4x3O'-O" (BL) @12" H ! I ! I I #4x 15'-O" (50 @12" H bx2-#5x30'-O" (BL) T4 B 2x2-#5xl5'-8" (30 Ta B hx2-#5x30'-O" (BL) T8 B 2x2-#5x15'-8" (BL) TdB 3x2-#5x30'-O" (BL) F ( 3x2-#5x50'-O" (BL) 2-#5xl(b'-6" (50 F ! I ! ! ! I I I 2-#5x16'-(b" (BL) F 51-5A01 0L) @24" D P2 A ! Pam' B P2 ! P2 ! P2 PI a--F5 F , F5 F5 F5 p, 4-7 0A I FOUNDATION RE I NFORGEMENT PLAN � � L458'-O" (BL) T -5A11 (BL) GB "-5A11 (5L) CB 0'J �`J 0 28'-O" (50 @12" H UPPER -#Sx2 -10" (EL) @24" V �J #Sx2 -10" (E'L) @24" V Z #5x�'-4" (BL) @24" V -5A10 (BL) ®12 T -�_ 5AII (BL) G5 -#4x30'-O" (BL) @12" + r 5A11 ('50 c. B "5A10 (BL) C�12 T-#Sx2q'-O" (BL) T (BL) T 4x14'-10" (BL) @12" H LOWER 4-4AOq (BL) @12" H UPPER / 4-4.AOq (BL) @12" H UPPER (BL) @12" H UPPER -#5x23 -O" 00 T 4-#4x2q-O' (50 @12 H JPPER / 1 -#5x23'-0" (BL) T / EL. +4'- 1 2-#5xlq'-&" (50 T G^ Sx2' "'��.� .�_ '�-- L �., 5x2 -n (EL) @2=+' i 2-#5x2q'-O" (BL) T 5x2-#5x3O'-O" (BL) + -#5x-7'-0" (BL) T @DOOR %� 2-5A11 (BL) GB -#5xq'-8" (BL) B _.��. _ ,,>C�� 2. _ EL. O'-O" _ ( 7-4A13 (BL) @12" GB H 2x2-5Al2 (BL) GB - _ — 1-4A14 (BL) @24" D @CORNER EL. -4'-6" C ____ - - --- -------- ] EL. -4'-cam' x2-#5x30'-O" 00 + 1-5A01 (50 @24" D 2-#5x10'-6" (BL) F ELEVATION I All REINF ON THIS DFG IS BLA CK (BL) #5@24„ v (2) #5 T d B UNCOATED REBAR #4@12" H • • I (2) #5 F b10103 APPROVAL DATE qV DESCRIPTION DATE SENT FOR #5@24" D SEGTION A DARKS- R JTEE � �� D, (2) #5 T 8 B REFERENCE DWG. 5-1, 5-2 (-7%31/03) -50 rTH N' �, r05OR � W '� SUPPLEMENTAL LEGEND — (�— _ I�f— — — REINFORCING BARS UNLESS 5 GRADE 60 „ ZOPPA STUD10_S 60 NOT I CE _ OFFICE D= CO�JEL U NOTED � Shortage F= FOOTING LAP improper fakricaticn or claims for any other PrDJECT - FC= FOOTING DOWEL LAP ALL CONTINUOUS BARS 36� reason rust be reported to this corlpo,ip within a period ED= DOWEL TO EX15TINO #3 =f-2 _ #6 =2-3 #q = of 15 days of delivery. Trjis company reserves the right to LDCATION SOUTH WINDSOR CT +ield inspect for to re locement or reconditioninG of \(2) #5 F 5D= SLAB DOWEL #4 =1-6 #� =2-� , I0= nonconfo p ing m5ter is I and w i i I not honor charges for AR'CHITECI' TD= TOP DOWEL = work done in the field without specific authorization *ron 56rJ= SHORT WAY #� =2-O #8 =3-O #I 1=_— this compc,ny. ENOI NEER MICHAEL J 51RAK PF SEGTION B _ �� � LW= LONG WAY GB= CORNER BAR C!iSTOMER OE360 GARPFNTR r 5VG5 I5= INTERSECTION BAR Legend: REINFORCING STEEL F-ACING DRAWINGS ONLY USE IN Drawn B Date y Rev ;-wed ) Joke No, V Ve�'t i ca l CO E5= EACH 51DE I F Inside Face H Hor i zonto I NJUNCTION WITH CONTRACT DRAW;NGS & SPEC I F I- g06,/JRG 8A'3103 100ii845 GDRNER BADS (GB) CL= CENTER LINE OF Outsioe Face EW Eoc- Way CATION`; ELE'VATION",. & DIMENSIONS SHOWN ON THIS `" GTRD= GENTERED NF Near Face B/Bot Bottom DRAWING ARE FOR DETAILING PURPOSES ONLY AND Drawing Drawing no. FF For Face T Top SHOULD NOT BE USED FOR CONSTRUCTION UNLESS Covers: FOUNOATION EF Each Face SB Support liars VERIFIED BY ENGINEER, OR CONTRACTOR, REINFORCEMENT Rol 1600516 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 11/02/2016 GIS ID: 81700023 FEE: 30.00 MUNIS APPLICATION# 201601553 BUILDING DESCRIPTION: APPLICANT, LOCATION NAME: JET ELECTRIC ADDRESS:' 23 SEA PAVE ROAD ADDRESS: 49 TIFFANY ROAD �. OWNER: ZOPPA STUDIO LLC EAST HARTFORD,CT 06108 23 SEA PAVE ROAD SOUTH.WINDSOR,CT 06074 DESCRIPTION OF WORK: WORK ON MAIN SERVICE--ELIMINATE I METER AND CONNECT 2 PANELS TOGETHER., m e 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 11/2/2016 3:39 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE