Loading...
HomeMy WebLinkAbout260 Chapel Road (8)Application No. 4715 . Permit No.4455 . . . TO THE BUILDING INSPECTOR of the TOWN OF SOUTH WINDSOR, CONN. hereby make application for a permit to (erect (mks-lsssreeiro) a building according to the following detailed statement of the specifications and plans herewith submitted. (Draw a line through word "erect" or words "make alteration to" as the use may require.) All provisions of the Building By-Laws (Sections 2 to 32 inclusive) shall be complied with in the execu- tion of this work whether specified herein or not. South Windsor, Co y. ........ 19...6,3 Sign Address ..Z/. 0.. Location? . .... .............. side of? ....................................................................................................................... Nearestcross street? ........1 ...u.•!• .............. Street No. .................. ............................... Lot No. ............................. . Owner of land is Owner of building is? ... L-- Architectis? Address .............................'.....................................................w .................... 'c Builderis? . ........................`%.................................................. ....................Address ...............................................................................`-..................... ........... Dimensions of building?/d. X. ..Feet front? ........... . Feet rear? ............... ........... Feet dap? ... a..` ...... .. Extreme height to highest point of roof? .............. . ... No. of stories in height. Purposeof building No. of stores? .......................... .......................................................................... d Howmany families? .. ................................_............_................_..............._No. of rooms? .... ................................................................................................. Distance from street line is? .. .... ...... ........... ...............................from building line is. ................................................................................ ADDITIONS AND ALTERATIONS Give Brief Description) fli. .................................. 7. .........t.. . ........ r OoA w /••• ..... MapNo. ... ................... If of steel frame, what is exterior construction? . What kind of columns used? ....................... ........... .. ... .......Size of columns used? What length of columns used? ... .. How protected? What kind of beams or girders? . ......... .. . . . ..... Size of beams or girders? .... Longest span of beams or girders? .... ... These rest on? . Roof construction is? ......... ....... ..... ........ ..................................... ...Roof covering is? The floors are of ........... ........ ...... construction and are calculated to carry a safe load of N. per square foot. See Section 14, Building By-Laws.) BRICK CONSTRUCTION. Of what material will walls be constructed? . ... .. .. . . . . ........... ......................... ...... .. ...... ............ ... Composition of mortar? . ............. ................................................................................................. Height and Thickness of Walls Height Stories Front Walla Side Walls Rear Walls Partitlon Walls Basement, 1st Story 2nd " 3rd " 4th 19 5th " 6th " I...................... 7th " 8th 18 9th 11 10th............... . .. .........._ Material,of Front? ..... If stone, what kind? Thickness of Ashlar? Thickness of Backing? Backed up with what? Arches or lintels over openings? WOOD CONSTRUCTION. Giv Size, Longest Span and Distance Between Centres, of Joists,Girders and Columns JOINTS 11 GIRDEM COLUMNS Floors $lse Longest Spain Centres Erldging Stu Longest Span Centres Blse I.engW Centres 1st Floor Via.....,,..... I............4 .... .... ............. ................................. ........... 2 ........ ... . Size of outside studs? ............... ......... .............. Distance on centres? ........................................ Size of Bill? Distance on centres?Size of rafters? Sze of plate? ..................................................... Sizeof ledgers or girls? ............................. ...........................................Sue of deck rafters? .................................................................... ............... Distance on centres? ......................................................................................Size of studs in bearing partitions? .................................................. MISCELLANEOUS Style of roof, flat,.pitch, Mansard, or hipped? Fireplaces? ........................................................ Material of roof covering? `1... ...L!./I'1................... ...........Material of Cornice? ...................................................................................... How is building heated? ..Lining of flues? ... ............. Thickness of shell of flues? ............. ....................................................Any elevators or lifts? ............................ What kind? .............. ..... ............. .. ......... How many? ........ Any hoistways. ............. ..... .......................... .. How protected? . ..... . .... Total Value of Building ...... ... ....a.G .................................... When will work be commenced? ...... a........,. - ,.. The applicant warrants that the lot for residential purposes, shown on a plot plan accompanying this application, conforms to the zoning regulations of the Town of South Windsor. Town of South Windsor since 1949. Applicant 4455 BUILDING APPLICATION Application No. ... .4.7!5................................................... on the ...Nor..th........... .... ... . ...... .. ............ side of Chapel Rd.Street. Street No, .. 2 6 0 Nielsen & Sons Ina. Owner Edward C. NielsenApplicant CLASSIFICATION Addition of storage shed at rear of existing building. 181x141 Permit issued on above Application. Date, July 29......... 19 .63 TOWN OF SOUTH WINDSOR C BUILDING PERMIT Date duly 29 0 1963 Fee Paid . 3.0 0 A,Est. Valu 40 Permit N° 4455 e on the North side of Chapel Rd. Street Street No. 260 Owner Nielsen & Sons Ina* tApplican Edward Co Nielsen CERTIFICATE OF OCCUPANCY ISSUED: F Date No. Fee Paid CLASSIFICATION Addition of storage shed at rear of existing building. 181xI41 BUILDING PERMIT N° 4455 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn.July 29, 1963 T4ioo to to Terftf1j, That Nielsen & Sons Inc. dditl:m of :itDr f•E sliccl. on re€ir of e-:istingisherebygrantedpermissionto buildinp- 1` # z-14 at estimated value of 2 r 0.0 0 on the T'j r t'' side of Street on land owned by ie l:e n CZ "Ons Said "'rj to be as described in Application No. 4 71 and to conform to specifications and plans filed with said Application, and Building By- Laws of THE TOWN OF SOUTH WINDSOR. Is, d JulT 213 1963 e- Budding Inspector. Streets and sidewalks, obstructed by excavations or building materials, must be guarded by barriers during the day and by both barriers and colored lights by night. SECTION 1343, GENERAL STATUTES OF CONNECTICUT: "When any person shall place or keep building materials, or any obstacle in any highway (or any sidewalk) either with or without a license therefor from the city or borough in which such highway may be situated, he shall pay said city, town or borough all costs and damages which it shall sustain, or be compelled to reason therefor." Application No. 5031 ... Permit No. 4761 TO THE BUILDING INSPECTOR of the TOWN OF SOUTH WINDSOR, CONN. hereby make application for a permit to (net (make alteration to) a building according to the following detailed statement of the specifications and plans herewith submitted. (Draw a line through word "erect" or words "make alteration to" as the case may require.) All provisions of the Building By-Laws (Sections 2 to 32 inclusive) shall be complied with in the execu- tion of this work whether specified herein or not. r South Windsor, Conn., . .. .......... 19.....1. 11 26"S Address p........... .. . . .. ..,/..'..,"/:. 9./............ Location? . ................................... re ide of? t......................................'`.................... t Nearest cross street? ............. 4 ................................Street No. . Lot No. Owner of land ' 1,0,41V.. ...... .. /0$it.-/_JSiAddress e!. . . . Ownerof building is? ....0. K Address . .......................................................................................................'r`' Architectis? . .. ............... &0w.............................................'`... ......................Address ..................'.''`.......................................................`.......... ...................... Builderis? .. .............6 .......................... ..........................: ...........................Address .....................&f....................................................... .............................. Dimensions of building? .. X.l.. ..Feet front? ............. . . ........ Feet rear? ............. ........... Feet deep? ... ...... Extreme height to highest point of r f? ........................................ No. of stories in height?.... IF Purpose of building is? . No. of stores? ...... ................. ... .................................................................... How many families? ................................................._....................................No. of rooms? .... ....................t Distance from street line is? ... ............. .............................................from building line is? ............................................................................. ADDITIONS AND ALTERATIONS 3 Give Brief Description) r t 1... 0- ....... ......... ' .............. t.,Ou t.,..................t.... .... MapNo. . .. ..................... If of steel frame, what is exterior construction? What kind of columns used? ....................... ..... . Size of columns used? What length of columns used? ... ...... ............. . .. How protected? ........... ...... ........... What kind of beams or girders? ........ ........ . Size of beams or girders? ............... .. ....... ........... ............... ... Longest span of beams or girders? . ................... . ..... ... These rest on? . . . ........ .... .. .. ................ .... ....... .......... ......... Roof construction is? .....................................................................................Roof covering is? The floors, are of .................. ................... ............. construction and are calculated to carry a safe load of lbs. per square foot. See Section 14, Building By-Laws.) BRICK CONSTRUCTION. Of what material will walls be constructed? Composition of mortar? .................... Height and Thickness of Walls He*ht Stories Front Walls Side Walls Rear Walls Partition Walls Basement, 1st Story 2nd " 3rd " I....................................'..'.................................................................I.......... ............. ..... 4th 'd I.......... 5th 44 6th of 7th I................ 8th 'd I........................... ...........I......................... ............ ........................................................ ............................................. 9th 11 10th I Material.of Front? ... . .. If stone, what kind? . I....... Thickness of Ashlar? Thickness of Backing? Backed up with what?Arches or lintels over openings? WOOD CONSTRUCTION. Give Size, Longest Span and Distance Between Centres, of Joists, Girders and Columns JOISTS GUMMS OOLUMM MGM S Latae.t Span centres s size Span Centres Sfsen Ceotes Ut Floor a.....,...... .............. .................................. 4 ........ ......... .................................. ................... Size of outside studs? ......................................... Distance on centres? ................................Sue of sill? Size of rafters? .......................................... Distance on centres?................................................... Size of plate? ...................................................... Sizeof ledgers or girts? ............................................................... ............Size of deck rafters? .................................................................... ............... Distance on centres? ........................................................................................Size of studs in bearing partitions? .................................................. MISCELLANEOUS Style of roof, flat,.pitch, Mansard, or hipped? ................................. ................................... Fireplaces? ........................................................ Materialof roof covering? .....................................................................Materia of Cornue? ...................................................................................... How is building heated? . Lining of flues? ... ...................... Thicknessof shell of flues? .......................................................................Any elevators or lifts? ........................................................... ...................... Whatkind? ................................................... How many? ................. . .... .......................... Any hoistways?..................................... ... How protected? ................ .................................................. .............Total Value of Building ........Xv..0...0...'............................. r When will work be commenced? ... .. .... ... .,, . ......... . . ............................-rc- ,......... c ........ The applicant warrants that the lot for residential purposes, shown on a plot plan accompanying this application, conforms to the zoning regulations of the Town of South Windsor. xz' Applicant 4761 BUILDING APPLICATION 0ApplicationNo.5................31 oronthe ..........N..........th.................. ..................... ................. Side of Chapel. . . . Rde.... ................. ... Street. Street No, .26.0 John R. Nielson & SonsOwner .... . .. ....... ........ .... .... ... ........... Edward A.Nielsen Applicant CLASSIFICATION Off ice addition of 201xl5f in existing building, Permit issued on above Application. Date, .4-1.3764 ..... 19 TOWN OF SOUTH WINDSOR BUILDING PERMIT Date April 13, 1964 Fee Paid $4'00 Est. Value $. .1t.000 Permit 4761 on the North side of Chapel Rd. Street Street No.260 Owner John R. Nielsen do sons Applicant Edgard A.Rielsen CERTIFICATE OF OCCUPANCY ISSUED: Date No. Fee Paid $ CLASSIFICATION Off ice addition of 20ix15 in existing building. BUILDING PERMIT N° 4761 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn. Apr it 13, 19 64 a rt to to Tertif1j, That Wohn R. Nielson & gone is hereby granted permission to Offlos additlonl.of 20 tX15' in etistigg building at estimated value of y$ ' 000 on the '^rah side of 2bQ ' ' ` "" Street on land owned by ohn R. Nielson & Said Work to be as described in Application No. 5031 and to conform to specifications and plans filed with said Application, and Building By- Laws of THE TOWN OF SOUTH WINDSOR. Is April 13 0 196. Buil zng Inspector. Streets and sidewalks, obstructed by excavations or building materials, must be guarded by barriers during the day and by both barriers and colored lights by night. SECTION 1343, GENERAL STATUTES OF CONNECTICUT: "When any person shall place or keep building materials, or any obstacle in any highway (or any sidewalk) either with or without a license therefor from the city or borough in which such highway may be situated, he shall pay said city, town or borough all costs and damages which it shall sustain, or be compelled to reason therefor." 6 Wkn s.';' tz,.." ° '. e s.;,. iel".' tr.+ "%?-{''-~ k;t,.s -y `,'. i^*" '•5, t„':4',kc,F-•..,'' ,e w •+„ r ad , s. ,.ysb '%s.+`. •.d - ,x. - '" `1 e d J '',`, 2 zus; o: - °4:, r r...-.-,::x r}„ Fa. 4a1 w; 4 r "•x'k.%':. _p*';""-'•k%$ t"'';° ter` -=a'k't„„` a,. b,•. .wp•, is.. '` d" ;gr rs.i4 h`'S-'k;, + t P'Sr A2)nt `'r ,,+tea S• i ,7,.i xs', ;:'ir,, gyp, g .Fa<: ,• .f" ;'". „Y'i.,i,': R'$G`"-r,4' :re?;c"As s''k c.';f-+^'`sif'i:,+<w',4Y1• d+,,,e'`"'+T, - .:;;' 4;$ i Sj.,^" =:"s`•<jC n• a a-' wz.•'+i. :a7•; .... T`°+',''"e`,'s. .:,i` ,,.r' =a'3 . k'"y{bq - 'ay,'Yrx,p..,4 ...`_ °,?' fi•.r.-• <a..,3-s - c,,, .<$ aw'•A:. n to y 4.,,.t-i..''= f3. z c..,`LI•F.F^. f- ;..>'c+ s-, J r.,. i.".. n m r ''.'` i't - ri-X.+,•V ..at` ri t,..r!•ip , P . b..' nFi i 4^.... i?y,r r: F t. 3 L'k.• ti{il il`k•`i' k u r.ar fC9 n i NOW fir t rtibS. F , Y, 't; ,}fr `€•,.„r f'I I pop e,;n,'f,,,• Tr\'r''*",.fir, .. •. 3„' "i'.`'z r Mer-k_. 76 . aa.,,..:-• law ..,..................Irk, ................_................._La Na carat p„ o Ownerof Addrae .... ........`.-....................w.N.a..._....... K...............................K........... bow architectis? ....... Builder is. f v .., 3-o............. Feet car?..0. ........Feet ? ................ ......... Dimensions of building?.3.'. 1, L Fat N of ioof? 43 Z40. of stories in height?.............d". ''.. U eat pointExtremeheighttohighpo f building' No. of ? ...................................................................................................... Purpose o No. of rooms? .... ................................................................................................... How many families? ......................_........a,,........._._.............._.... Distance from:freer line is? from building line is? ................................................................................... D ADDITIONS AND ALTERATIONS Give grief Description) a e c,........e. ......... Z_04...............e............ _ _. MapNo. . ......................... h pY ii a it h If of steel frame, what is exterior construction? I............................................... What kind of columns used? ............................................. ... ... ......Size of columns used? . .......... ...................................... . What length of columns used? ........... . . ........How protected? . . ............... ................................................ ............. ... What kind of beams or girders? ..-.... .......... . Size of beams or girders? ....................................................................... Longest span of beams or girders? .......................... .. ... These rest on? . . . ......... ... .........................................I.................I Roof construction is? ......................................................................................Roof covering is? .... . ... . . ................................................................... . The floors are of ....................................................... construction and are calculated to carry a safe load of...... ......... ............ 6. per square foot. See Section 14, Building By-Laws.) BRICK CONSTRUCTION. Of what material will walls be constructed? ....................... Composition of mortar? ...... I............................. Height and Thickness of Walls Iffelsbt stories Front Walls Side Walls Rear Walls Paratlen Wang Basement, I................................................................................................................................................................................... 1st Story I............ . ...................................................... 2nd " 3rd " r.............................................. ...............................................'..'........................................................................-_....................... 4th 'I I..............................................................................................I...............%.............................................................................................................................................. 5th 6th 46 7th '6 Sth is 9th " 10th............................... ......... ............... I.........................I............................................................... Material.of Front? If stone, what kind? Thickness of Ashlar?Thickness of Backing? . . . .. .. ... ... .... ................ .... Backed up with what?Arches or lintels over openings? k >,, R'.., . 4 s a Ni.v'i•!Y.,, ma' s',;iYx bl 4. ,W 4,.v Y¢ "7:F',);.a "`- , • i+,. r•r, `zCf,,`•,,aF ai- ' - `+a aaw,'a;,x jr y-^.s it shy` xe r, d+.:a;,\iu>e`i^ ;;b'"ij.y,,r•',.s, a, i•K%a, a ..rr'N, 5.•. s;'" .+, :,d `-h;,. n•Y rrY'r, ',i"R„,'.rAv; "'c4 ,., 4w. M. r.'&"' 'zn`.',ro, _nxE -`,f s'-,. n"-^ tea*-'!rz,,".,,ry..f, u a,i gsr..µ:,'y%¢ap+;+ y c i' 3..,,c. - - "`.a .r;,cy,r',..,y t s j. id""-1`'':Zu . •'a yes;, d;k'; w+ x,`-'m. ..1 -4a`:;,^s,.""t•:r ,w.-aa"3'`x'`c. Fg A Ilk n. i,• 'TYk y'..a. R,=x'' ' go-." ';'"&,..z ,"R',``•_' hk w. - v Tp,y 3. ,. -(' r..«N.MMw1"1«.MWrYM•M'Plreei.Y.t i Lo1 of tilitteOraw«..r. An of-raf t , ....w............. w,.....r.r.«............:. w.....«..«.....w:.«.............sin of +d c F .....«.............r.............r,..,w..r......w...ww..........._.... of WNW he—aim Dim= an Y w....w....«........w.ww.....«..r.. oaat'a ww..............w MtEL1„litEOUS • Style of roof,flat,Pitch,M or w................................-of Cornice? .:,........•L .. .. material of roofcovering f ? w... How is building heated. .................. f $uss? Any elevator or lifts? ..............w............................................ ........ Thickness of shell o How many? • .................................................. Any What kind? ......................... of Building .•P ....,6..?.,Q. ^.......... Taal Value r..... How protected? .................. . ...............................I.................. When will work be comment plan accompanyingthis wants that the lot for residential purposes, shown on a plot p The applicant wa application, conforms to the zoning regulations of the Town of South Windsor. Applicant 4895 BUILDING APPLICATION 16ApplicationNo. ....5..............5.......................................................... North onthe ............................................................. .......... side of Chapel Rd.Street. 260StreetNO, ........ John R.Nielsen IncOwner .. ..... .. .... ... .... ............ ..... .... . ......... Applicant Same... ....... . CLASSIFICATION Storage Building 30tx661 I........ ...... .... .................. .. ............................... .................... I......... ... . ... .................. .................... I.......... .................... .................................... Permit issuecf on above Application. 61=10-64Date, ...... ................................ No— ira.'' ,ram TOWN O SOUTH WINDWR w;n ;zap'.<,• BUIIDING PERMIT Date JUU8 10, 19 Fee Paid EsL Vatu r. f k 3 Permit 4895 3 ufS:+aJ`l_v _ •, WW ' 3•i`sn`i'] R '' North on the Chapel Road k; fib© Street No. r . x, T a r John R,NI*l29U#I Ownerner SameApplicant x T" rw CERTIFICATE OF OCCUPANCT LSMJ Date N/ w t M Fee Paid $r`,,Sa „ New• • .a a'a<<t ,. a,j.,. CCI[AASWMR CATION Storage Building 3 a'x" u¢„ P Y An' • _ A—`. BUILDING PERMIT N° 4895 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn. June 10, 19 64 94is to to Tertif1j, That John R.Nil1lanf luc e is hereby granted permission to Storms Building 30 f x66 t at estimated value of '$ 6s 000 ' on the North side of 260 Chapel Rd. Street on land owned by John R X Iel sen ins. Said Work to be as described in Application No. 51-65 and to conform to specifications and plans filed with said Application, and Building By- Laws of THE TOWN OF SOUTH WINDSOR. Iss June 10 0 1p 64 r Bui ing Inspector. Streets and sidewalks, obstructed by excavations or building materials, must be guarded by barriers during the day and by both barriers and colored lights by night. SECTION 1343, GENERAL STATUTES OF CONNECTICUT: "When any person shall place or keep building materials, or any obstacle in any highway (or any sidewalk) either with or without a license therefor from the city or borough in which such highway may be situated, he shall pay said city, town or borough all costs and damages which it shall sustain, or be compelled to reason therefor." Application No. 5677.. . Permit No. . 5407 . . . TO THE BUILDING INSPECTOR of the TOWN OF SOUTH WINDSOR, CONN. NJ. hereby make application for a permit to (erect (-mkrukeraeies to) a building according to the following detailed statement of the specifications and plans herewith submitted. (Draw a line through word "erect" or words "make alteration to" as the case may require.) All provisions of the Building By-Laws (Sections 2 to 32 inclusive) shall be complied with in the execu- tion of this work whether specified herein or not. South Windsor, Conn., .. JY......... 19...Q.. J ' 47.. lure I....... . .._...........Sign Address ..:2,4.0...... Location? ................................ .............. ........ ...... ., ? fi...............side of? .. ........fl. ., ... ,! ., ............... Nearest cross street. k'.. ...... , S eet No. Lot No. ................ Owner of land r F,,l+,` .... Ownerof building is? .................................................................................Address ... .....................................................`........................................y`...... Architect is? ....... .............. .....`~.............................................................Address ......................`t..................._..................`:`.............................."`..'...... Builder is? .. ........................ ................................................».......................Address ..................................................................'................................`.`........... r . e Dimensions of building?Z1-.?r 7- Fat front? .........2.... . X. ..... Feet rear? ..... ...X.......... Feet deep? .... .../...-...... Extreme height to highest int of roof--? ......................../.Q.... No. of stories in height? .................. Purpose of building is? M. .No. of stores? ........................... ......................................................................... Howmany families? ...................................».......»».»»_........».._.»......».»....No. of rooms? .... ................................................................................................ Distance from street line is? .................. ...............................................from building line is? ................................................................................... ADDITIONS AND ALTERATIONS Gve Brief Description) 7e fir. ......rG. ........ D A »............... iF ..... ..................... MapNo. ....................... If of steel frame, what is exterior construction? I.... ..... .................... What kind of columns used? .............................. ......... .. ..... .......Size of columns used? What length of columns used? .. ... ................... .. ...... ..... How protected? .. . .............. ............. ........ ............ What kind of beams or girders? ................I.. .. . ........ Size of beams or girders? ...... ......... . ........ .............. ... Longest span of beams or girders? ..................... ... .. .... These rest on? . . . ... ... .. ..... ....... ............ .................. Roof construction is? ......................................................................................Roof covering is. . . . ....... ... ...... . .. ................. ...... The Boors are of ......................................... ... ...... construction and are calculated to carry a safe load of . .. . ..... 16. per square foot. See Section 14, Budding By-Laws.) BRICK CONSTRUCTION. Of what material will walls be constructed? . ....... Y". Compositionof mortar? ..........1--%3.......?..................................................................................... ................. ............ ... ............... ....... ........... Height and Thickness of Walls Nefttt Stories Front Walls Side Wans Bear Walls Partition Walls Basement, ist..............Story........................... ......................... f 2nd " 7 3rd I ............. 4th 'd I.... ....... ........ 5th of 6th 'I 7th 'A I....................... . I.................... ............ ..... ...... .. ................................................................................................................ 8th is I................. ........................... ............. 9th 11 10th.................;;.......... .... .... ........... .. ... ............. . .............. ...........I I Material,of Front? . . . V" if stone, what kind? Thickness of Ashlar?Thickness of Backing? Backed up with what? Arches or lintels over openings? WOOD CONSTRUCTION. Giv Size, Longest Span and Distance Between Centres, of Joists, Girders and C lumns a011e78 GUM= OOLUMM Floors 81ss Longest epW Centres Rfftft 811e KAMCMt Span Centres B1se I mso Centres at Floor a........... .............. .................................. ..............._... 4 ........ ............. ............................... .»............... ................ w.............. .._.......... _..._... __..._... _...._......_.._ Size of outside studs? Distance on centres? Size of sill? Size of rafters? ......................................... Distance on centres?................ Size of plate? Size of ledgers or girts? ................................................................................Size of deck rafters? ............................................................... ............... Distance on centres? ......................................................................... . .........Size of studs in bearing partitions? .................................................. MISCELLANEOUS Style of roof, flat,.pitch, Mansard, or hipped? ..................... - -/.............................. Fireplaces? ........................................................ 5?Material of roof covering? ...........:................. . .............................Material of Cortuce? ...........,r...e-A..ok- .....me........................ Howis building heated? . .....................................................................Lining of flues? ... ........................................................................... .............. Thickness of shell of flues? ..Any elevators or lifts9. ........................................................ ...................... What kind? How many? ........ . .. .......................... Any hois7aeoyI .................. ....................I............ . pz-- n How protected? ............... ................................................... Total Value of Building ..... ..... .... ..•...-'................. When will work be commenced? .. i.i. ao.......... The applicant warrants that the lot for residential purposes, shown on a plot plan accompanying this application, conforms to the zoning regulations of the Town of South Windsor. Applicant 5407 BUILDING APPLICATION 5677 ApplicationNo. ........................................................................... onthe .....N:2....r.........th........................................................ side of Chapel Rd. Street. 60StreetNo, ........2....... . .................. ....................... John R.Nielsen & Son,Inc.Owner ....................... ........ ............................ . .............. Edward A. Nielsen Applicant . . ....... . .. .... .. .................. 4Y CLASSIFICATION Enclosing existing loading platform. Permit issued on above Application. Date, .9-.87 65. ......... . i9......... Y or i TOWN OF SOUTH WINDSOR BUILDING PERMIT Date Sept•S' 2 1965 Fee Paid s. .4--.00 Est. Value $.K0,0 0 Permit N? 5407 on the North side of a Chapel Rd. Street Street No. 260 Owner John R. Nielsen & Son, Inc. Applicant Edward A. Nielsen CERTIFICATE OF OCCUPANCY ISSUED: Date No. Fee Paid $ CLASSIFICATION Enclosing existing loading platform. BUILDING PERMIT N° 540'7 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn. Sept•8 s 19 65 M#t'o to to Tertif1j.9 That is hereby granted permission to Enc1 i t'ig e i s ti n g 1'D ad ing p l atf 7r m at estimated value of $ 850 00 on the R or th side of Chapel Rd. Street on land owned by ' J012a F. K iclss n & Son't inc. Said work to be as described in Application No. 5677 and to conform to specifications and plans filed with said Application, and Building By- Laws of THE TOWN OF SOUTH WINDSOR. Issued Sept.8• 19 b5 Building Inspector. Streets and sidewalks, obstructed by excavations or building materials, must be guarded by barriers during the day and by both barriers and colored lights by night. SECTION 1343, GENERAL STATUTES OF CONNECTICUT: `When any person shall place or keep building materials, or any obstacle in any highway (or any sidewalk) either with or without a license therefor from the city or borough in which such highway may be situated, he shall pay said city, town or borough all costs and damages which it shall sustain, or be compelled to reason therefor." A Application No. 6443 Permit No. 6173 . TO THE BUILDING INSPECTOR of the TOWN OF SOUTH WINDSOR, CONN. x hereby make application for a permit to (erect ( WO) a building according to the following detailed statement of the specifications and plans herewith submitted. (Draw a line through word "erect" or words "make alteration to" as the case may require.) All provisions of the Building By-Laws (Sections 2 to 32 inclusive) shall be complied with in the execu- tion of this work whether specified herein or not. i. .South Windsor, Conn., ..... ....Q.................... 19..t;7 Sign here ...Gto&F.............. J .... ......... Location? side of? . ...... ........L1......4......J .................................................... Nearestcross street? ...... 15....... Street No. . t .......................... Lot No. ... ............. ........... . Owner of land is?jiwev ..,F.....l..V.../. 3;.7S...Z.kddress Zwl.0......C"el .... ................... ..................... Ownerof building is? .. . ..... ........................................................Address ... ..... Architect is?OS56.4. . ... ! c c?,5 ..... ......................Address .. 740........ASyz[A.T...... af.......... Builder is?gzp ".....4S.6c .....at_xC:......................Add. 2`ti-71,AS.t2W4_61......... I D' ensions of building? .. . ...... .............Feet front? ..rO ......... Fat rear? ...102.'. ..... Feet dap? ..7" .. .. C Extreme height to highest point of roof? .............../ ......4F. .... .. No. of stories in height? .... .Byl' ivvr.s 7d.P..Purpose of building ts. R.. ..... ...... ..... ....... ... ....., ..................No. of stores. ... Howmany families? ................................................—._-----------.."......_-----No. of rooms? .... .. ........................................................................................ Distance from street line is? . .. .. .from building line is? ADDITIONS AND ALTERATIONS Give Brief Description) R .....SEPTIC...PAY ENT.... ,,,........:.w.y..v.o... NWR-SED-. 4Y......5A 4 AQ.Y.....OFF Map No.1N ACCORDANCE W ' TOWN OF l SOS ORD,I ICE 1'40. 6 f AAV 9frejA If of steel frame, what is exterior construction? What kind of columns used? ......67 e_ !_e_ Size of columns used?1 . What length of columns used? ...A. R,62. PZIPA(-...How protected? What kind of beams or girders? .. .... .. . .. . ... ... ..Size of beams or girders? Longest span of beams or girders? These rest on? Roof construction is?Roof covering is? .04'Ier .—a'o- The floors are of construction and are calculated to carry a safe load of lbs. per square foot. See Section 14, Building By-Laws.) BRICK CONSTRUCTION. Of what material will walls be constructed? . ....... . .... . .......... .... ..... ................. . ......... ...... . .... .. Compositionof mortar? . ............. ... ............................................................................................................ .... ...... ... ...... Height and Thickness of Walls IE[G*bt stories Front Walls Side Was Rear Walls Partition Walls Basement, 1st Story 2nd " I.......... ................. .... .............I..... ....... ... ... 3rd " 4th 'd 5th Is 6th 's 7th 'A I........................ .................. .. . . .....I..... .................................................. ............................................... 8th 'd I............................................ ........ . . ................. ............... .. ................ . .......................................... 9th 11 10th .. Material.of Front? If stone, what kind? Thickness of Ashlar? Thickness of Backing? Backed up with what?Arches or lintels over openings? WOOD CONSTRUCTION. Give Size, Longest Span and Distance Between Centres, of Joists, Girders and Columns JOISTS G=DBBS OOLU M Floors Size Longest Span Centres Bridging Size Longest Span Centres Size Lengtb Centres 1st Floor a.....6.... .............. .................................. a.....,...... 4 .... ..... Size of outside studs? ........................................ Distance on centres? ..................... .............. ...... Size of sill? .................................... Size of rafters? ..... .......................... .. Distance on centres?................................................. Size of plate? ..................................................... Sizeof ledgers or girts? .................... ... .......... ...............................Size of deck rafters? ... ............................................................... ............... Distance on centres? ....................................................................................Size of studs in bearing partitions? .................................................. MISCELLANEOUS Style of roof, flat,.pitch, Mansard, or hipped? ..... .. ............. ................................... Fireplaces? ........................................................ Material of roof covering? .................................................... ...... .Material of Cornice? ...................................................................................... Howis building heated? .......... ...........................................................Lining of flues? ... .................................................................... .. .............. Thickness of shell of flues? ..Any elevators or lifts? ....................... ............................... ...................... Whatkind? ............. ... ........ ... ......... .. How many? ..... . . .... .... ................ Any hoistwa ? ....... .... ................ .............. Howprotected? ..... ... ...................................................... .................Total Value of Building ..... ... t?.............`-. O.. ........ When will work be commenced? IT...... ...... t .................... ................ The applicant warrants that the lot for residential purposes, shown on a plot plan accompanying this application, conforms to the zoning regulations of the Town of South Windsor. Town of South Windsor since 1949. Applicant 6173 BUILDING APPLICATION 6 ApplicationNo. ................443........................................................... on the .........n.o.r.th............................... ................ side of Ch.a.p.e.l. Rd... ......... ....... ... Street. 26o Street No, er John R.Nielsen &- Son s Inc*Own Applicant Globe Constr.Co.Inc. by Daniel* J'."Falton'-- CLASSIFICATION Manufacturing & ..Warehous.e.ing 167t8"x98'8" Permit issued on above Application. Date, 10-2047 19 .. i + b ,-'.' _ c, ` j -^:"''=6E`,: ."=: -s-'°h ".-;r y.- dci i soum RIFIZi} B ii,G PMMW M 4• bz = ' - •£'k' i. ie.r-Fµ'!4 r< '4 .', '* iev. Date Fee PaidOO ISEPTIC YMF+ tp6w-- r_,W r s- pet I, r Li G.. t;;•{-,h'R'' .W. ?q ,r-qua.. on the north chmi-tel Road 260StreetNO. M k'k: ;; "o•= re V n net tr •_ yy.•,_ pphCaIIt GlobeConn by Danial S'. r CEP.i is CA 8CO M r C•_ Y4 pr F`L` " } •'.'['3 u, •;„•cr, Date m.yY ? Fee Paid 00 MoLnu ac taring afi 8 a a 9 8 t 8a 4Vw> BUILDING PERMIT N° 6173 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn. 06 t` 20• 1967 TWo to to Terttf1j.9 That Globe COnstr.CO*,Vme. is her Manufae tur ing & Warehuse ibg 16718" Daniel Xherebygrantedpermissionto S" at estimated value of '$12©,000 on the side of Ch®pre1 P.$' #260 Street on land owned by 3 hA R.Ntelsell $ Sons Inc. Said - Wtwk to be as described in Application No. 6443 and to conform to specifications and plans filed with said Application, and Building BpgBy- LawsLaws of THE TOWN OF SOUTH WINDSOR. IsSu 0Qt.20, 67 4ui1 ' g Inspector. Streets and sidewalks, obstructed by excavations or building materials, must be guarded by barriers during the day and by both barriers and colored lights by night. SECTION 1343, GENERAL STATUTES OF CONNECTICUT: "When any person shall place or keep building materials, or any obstacle in any highway (or any sidewalk) either with or without alicensethereforfromthecityorboroughinwhichsuchhighwaymaybesituated, he shall pay said city,town or borough all costs and damages which it shall sustain, or be compelled to reason therefor." TOWN OF SOUTHW CONN R Pomit SOUTH WINDSORiw ccPermit N9 3564 ertificate of OccuponC t h Connecticut, has T CER FY that in the Town of South Windsor, Regulations ofi .-. ! Code and Zoning at No. Ieted in accordance with the Building been and comb approved for occupancy• the W110 South Windsor, and is hereby PP Building Inspector I Owner, Builder I 19 Date Fee Paid -' 3670 PLUMBING APPLICATION 3459 on die_.......... east ade of Chapel Rd. Smxt No. _ 260 t d John R.Nielsen & SonsLUOwner .... _... Plumber _D'F•Tramantano 4:h d Filed in Ofioe of T6 %&6gt-;oIapecoor 3-26-68 19 x 4 perr a r t I No peIIIoa rhall caautcuct, add m ac alder aW portion of the drainage qm m of my bwl&g except to repair ") umil a Plot is vmMd by the Building Inqumr. rt 3459 3670ApplicationNo. Permit No. ...................................... TO THE BUILDING INSPECTOR of the TOWN OF SOUTH WINDSOR. CONN. hereby make application to perform plumbing according to detailed description below. All provisions of the Rules for Sanitation, By-Laws, Sections 33 to 47 inclusive, shall be complied with A zr specified herein or not. Z_.South Windsor, ... Z........................ 19 . ... Sign here ... E. ..... .........c....... Address, :....,..--'.. ..... .a............................. Location ............ .. rcG... ...............rr, ........c............................................ side of ................................................. ............................................. Street Nature of Building ...... 4. . .... How many stories, o ............. Owner ..........`J?`, ..... .. ., ., /,rl -?.P.... `-..................... Address ................L:..: i: Architect Address ..........2.x.i!.........W5 4.:.F:......f.r..C.. ..J.. Builder n n- 4....Zo. .G'.4,,ddress ...1.X/..1` .... f,... `.S.:.T` ... ............ 7........,,f.T`/=`/> Plumber .. ..oC... .......1..: ... ./.,- y......... ... ''....C......... Address .../d7C./........... y..................... DRAINAGE CESSPOOLS, How many Where located ..... ............................................................................................ Are they water tight . ....................... ........................................... Of what materials are the built ........ ................... .................... Size of pipe from house to cesspool <......... .... .......... ... Kind of pipe ... .... ......P P P P P MAIN DRAIN IN CELLAR, Material Diameter ......... ........ ................................................................................... Above or below cellar bottom . SOIL PIPES, Material Diameter ................................................................................. WASTE PIPES, Material .......C.ci y............ Diameter .3........................................................................................ .............. TRAPS, Type proposed to use is ... ..... .......... ..... .. . . ... . ....................................................................................................................................... RAIN WATER LEADERS, where do they run to I........ REFRIGERATOR WASTES, where do they run to ........ 4. R TANK OVERFLOWS, where do they run to FIXTURES WATER CLOSETS, How many ....... ........./............ ........ Where located .. . . ............................. ................................................ Distance fr6m trap to vertical soil pipe ....................................... Pattern I WASH TRAYS, How many . .. ......... ....................... ........ . Where located ..... .... .......... SINKS, How many ................. .. . ` "........................................... Where located . . ..... .......................................................................... BUTLER'S SINKS, How many ........................................................ Where located............ ................................................................................... REFRIGERATOR SINKS, How many...................................... Where located ................................................................................................. LAVATORIES, How many Where located ................................................................................................... BATHTUBS, How many ........................................................................ Where located ..................................................................................................... URINALS, How many .........................../......... ................. ......... Where located .... .. .. ................................ ... ......................................... Are water closets and urinals to be local vented V f' " , . If not, is there a window in outer wall of room where same are to be located Estimated Cost' .P,9....Q.......................... U415NI, Akr' c Al TO", Ot SOU",WINDS01k CONN. a huddiwherebynia]6 rinficat" for a peank to (erect amccling to the f,,Uo.,g detailed statement of the ape AcWws and p6m herewith vAmitte& (Draw a line throuA word "erect" or words "make alteration te as the case may rewire.) All provisions of the Budding By-Laws (Sections 2 to 32 incluive) sW be OUNPW with is dw CUM- 6A* A tion Of this work wWW specified herein *not-,- South Windsor, Conn.. ........0.... r.......... ............. sip hem . A. .. ........ ....... P P.(04145. Side OR ....................... .. .. ........ ....................................................................Location? ............................................... ................A/ Nearest am s No.NO dress 2.. .m4..Jo..ee 1Owneroflandis LAOwnerofbuildingis? .........v.................................................................... Architectis? .................................................................................... Builderis? ................................................................... ..................... Dimensions of building? .. .............................Feet front? ................................. Fat rear? ................ ........... Feet 19111W ... ..... ........... No. of stories in height?..................Extreme height to highest point of MR . ......; ........... Purpose of building is? .'ekete. ... ... .....................No. of stores? Howmany families? ................................. of S? .... ................................................................................................. Distancefrom street line is? ............... .............................................from building line is? ................................................................................... ADDITIONS AND ALTERATIONS Give Brief Description) oe% 14.3cln-.4x........ Al............................ . ... .... . t A 77........ ... ... a-.e............ Map No. X If of steel frame, what is exterior construction? . What kind of columns used? ............... ......... ............ ...............Size of columns used? What length of columns used? .. ......How protected? What kind of beams or girders? . ......... Size of beams or girders? .. . ... Longest span of beams or girders? . ... .......... ............ These rest on? . Roof construction is? .................................... ..... .. ...................................Roof covering is? The floors are of .... .. ..... ..... ........ construction and are calculated to carry a safe load of lbs. per square foot. See Section 14, Building By-Laws.) BRICK CONSTRUCTION. Of what material will walls be constructed? .. ...... ....... . ..... ...... .... ......................................... ...... Composition of mortar? . Height and Thickness of Walls Height Stories Front Walls Side Walls Rear Walls Partition Walls Basement, I.....-........I .. .. ... 1st Story I. ..... 2nd " 3rd " I.........................,............................................. ............................................................................... ................... ...... . ........... .... ...... .... 4th " 5th " 6th " 7th " 8th " I.................................................. ............. ..... . ......... ................ .... .................. ... ............................................. 9th " I. lOth..................... .............._. .. Material.of Front? If stone, what kind? . Thickness of Ashlar? Thickness of Backing? Backed up with what? Arches or lintels over openings? 5',.,,S ir;'a },';'`,w :,.p>,'k, `).':` „'z.` '" z1`` x. l;.w'r;a; 3.,, .t. s f".f .i,-.. 3-A' h`' •', >, '".;^.aS.-,a.9_ rl• ;'r`R: '`-r! .s 0^'= i', t,Mot..:..,g. w„ ".`:;atl a, .r `r• i d."<;v_x L `&y`4',. 6'x ,'P"A-,- ..s .,r"'4;o`yr ', .•. a„.' x.`F., S' i ;i q." _':rt .*',,.' ,F.4 K" .M,x x' u" N«,-^ .,'• ,, xF . - t fre' ..?' 1`^' - - t:.,.e r-"'r:k",. `6, ,d, .ri - NOW 00"n x Q Ste, dojaes8sI r N Size f outside studs? ......._............ ............. Dianoe on ceases? ..............»............................... Size of iuii? ..........._..........................».». Size of rafters? ......................................._. Distance on centres?..................................................Size of place? ...._............ sizeof ledgers cc girt:? ................................................ Y.............................. Size of deck rafters? ............................................................ . ....._...... Distance on centres? ...........t............................ .._...............».........__......Size of:stud: in bearing partition? ................................................. MISCELLANEOUS Style of rood flat.pitch, Mansard, or hippOd? .................... .......... ................................... Fireplaces? ......................................................» 7 Material of Cornice?Material of roof covering. .........:........... Howis building heated? ...........................: ..........................................Lining of flues? ... ............................................................................................. Thickness of shell of flues? ..Any elevators or lifts? .......................................................... ......................I............................._........................ Any hoistways? .................... ............. .......What kind• . How many? How protected.Total Value of BTg Q....Q......''................. When will work be commenced? .... The applicant warrants that the lot for residential purposes, shown on a plot plan accompanying this application, conforms to the zoning regulations of the Town of South Windsor. Town of South Windsor since 1949. Applicant 6667 BUILDING APPLICATION Application Ij.. .......6.9.8.77.................................................. onthe ....nOr.th........................................................ Side of Chapel Rd.Street. Street No, ....26.0.. . . .. ...... ......... .... ............. . John R-NielsenS & Sons Owner .......... .. .... ........ .............. .......... ........... ...- . . Applicant Raymond. T...Lyd.on . .......... .. .. CLASSIFICATION Construction of concrete pad 131x241 I.............. for installing storage tank. Installation must be approved as a special exception at a**-?blid 'H6*arift8'**5"dW 20,;;w6q".,*" Permit issued on above Application. 5-2-69Date, BUH DINrJ mrrmayDate19 18 a:VFeePaidB a,. JN Permit Nr , northonthe 260StreetNo.— jobs B xielses &Owner Applicant CER'TIFIC:A OF OCG[JPANGY M ' DatePr t , lij Fee Paid $ CLASSIFICATM f or i4stallift at ff- mat be a xsysd a4 ia't Pttblic HDar n8 5-20-49 BUILDINGVP RMKI N° 6687 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn. May 29 19 69 a its is t or Tertifil, That Raymond T.Lydon is hereby granted permission to Construction of concrete pad 131 x241 for installing storage tank. Installation must be appra9ed as a special Xacption at a Public Hearing 5-20-69. 2500,.00atestimatedvalueof $ on the north side of Chapel Rd. #260 Street on land owned by John R. Nielsen & spas Said Work to be as described in Application No. 6987 and to conform to specifications and plans filed with said Application,pp cation, and Building By- Laws of THE TOWN OF SOUTH WINDSOR. 5-2-69Is ' i9 Bui :ng Inspector. Streets and sidewalks, obstructed by excavations or building materials, must be guarded by barriersduringthedayandbybothbarriersandcoloredlightsbynight.SECTION 1343, GENERAL STATUTES OF CONNECTICUT: `When any person shall placeorkeepbuildingmaterials, or any obstacle in any highway (or any sidewalk) either with or without alicensethereforfromthecityorboroughinwhichsuchhighwaymaybesituated, he shall pay said city,town or borough all costs and damages which it shall sustain, or be compelled to reason therefor." Application No. . . 715.8.... ... ... Permit No. 6858 TO THE BUILDING of the TOWN OF SOUTH WINDSOR, CONN. hereby make application for a permit to (aeon! (make alteration to) a building aoc rding, to the following detailed statement of the specifications and plans herewith submitted. (Draw a line through word `erect" or words "make alteration to" as the case may require.) All provisions of the Building By-Laws (Sections 2 to 32 inclusive) shall be complied with in the execu- tion of this work whether specified herein or not. South Windsor, Conn., ..0 19..... Ue,6L. Signhere ... .... .................... ................................_........... e Address ... .. Location? . ........................................................................ ... Wr..Al......side of?00 Xxd%a.................................... Nearest cross street? 2 .. V. -Street No. . ............... ............................. Lot No. ........................... . Owner of land Address Q....... L 'o................ Ownerof building is? ... ....... ............................4'..................... .......Address ... ............``..................................`.`.................................".................... Architect is? .. +c.,.f t. cJ a.*<...Address PQ....GCl1Rf,sf,m.T ......... Builder is .. t. : .... ,rrAt......Address .r.©..... ,r G'G 1 07,0.......... Dimensions of building? .. .. ....... ............Fat front? .............. . ...... Feet rear? ................ ......... Feet deep? ... . ... ..... . Extreme height to highesiTCtof roof? ..........., ..... . ............... ... . . No. of stories in height. . .. ......... . z Z-,1V rf1,1Ve` Purposeof building is? .......... .... ..............................................................No. of stores? ...... .................. ..................................... .............. ....... Howmany families? ..........................................._...._.................................No. of rooirs? .... .......................................................................................... Distance from street line is? ....... ...... ..... ....................................from building line is? ........ .............. . ........................................... ADDITIONS AND ALTERATIONS Give Brief Description) S :?'A,G/..:,?'.t.: ......f:......./...'..........T...ff..,,"......G.emirs,?',eP....''.'...............?.. 1, . ,etf..c r, -....._... .. ' ? ..3Q s...........r ...T ..... ..........?~- ... .....X....Rle. r t....... .,F'..........e...,ew......... , .f`Il S........... ...... Map No. . ....... ....... If of steel frame, what is exterior construction? . What kind of columns used? ....... ...... Size of columns used? What length of columns used? ... How protected? What kind of beams or girders? .... Size of beams or girders? .. Longest span of beams or girders? . These rest on? . Roof construction is? ... ............. ... ......... ............................................Roof covering is? The floors are of ... ... . ....... construction and are calculated to carry a safe load of lbs. per square foot. See Section 14, Building By-Laws.) BRICK CONSTRUCTION. Of what material will walls be constructed? . ....... . ..... . . . .... .... ..... ............... ................... Compositionof mortar? ............ ... .......................... ....................... ................................................ .............. ... ....... . Height and Thickness of Walls Hekht Stories Front Walls Side Walls Rear Walls Partition Walla Basement, 1st Story I................I. ....... ..... 2nd " 3rd " 4th 5th 11 6th " 7th " 8th " 9th " 10th Material.of Front? If stone, what kind? Thickness of Ashlar? Thickness of Backing? Backed up with what? Arches or lintels over openings? WOOD CONSTRUCTION. Giv Size, Longest Span and Distance Between Centres, of Joists,Girders and Columns JOISTS GERDM OOLUMNS Floors Sire Los est Bp n CASs Eeldiln[ Sias Bpsn Cenia+es Bias I.engW Centres lst Floor a........... ............. .................................. .............. w......... ............ .............. r.._ 4 .... .... ............. Size of outside studs? ......................................... Distance on centres? ................................................ Size of sill? .............................................. Size of rafters? ........................................ Distance on centres?..................................................Size of plate? ..................................................... Size of ledgers or girts? ................................ .............................................Size of deck rafters? ................. ................................................ ............... Distance on centres? ......................................................................................Size of studs in bearing partitions? ................................................. MISCELLANEOUS Style of roof, kat, pitch, Mansard, or hipped? . ....................... ............................... Fireplaces? .........................................I.............. Materialof roof covering? ......................................................... .........Material of Cornice? ....................................................................................... Howis building heated? .........................................................................Lining of flues? ... ............................................................................................. Thickness of shell of flues? ..Any elevators or lifts? ........................ .............................. ...................... What kind? ............ ........... ... .. ......... How many? ...... ... Any hoistways? .................... ............. .............. . goes How protected. ..... ....... .. ......... ...................................... .................Total Value of Building .1 ..............Q.......: .............. f When will work be commenced? f/-0.7..... The applicant warrants that the lot for residential purposes, shown on a plot plan accompanying this application, conforms to the zoning regulations of the Town of South Windsor. Town of South Windsor since 1949. G-ee 6 t Applicant 6858 BUILDING APPLICATION 71-';B ApplicationNo. ......................................................................... onthe .......north....................... ....... ........ .......... ............... side of Chapel Rd. Street. Street No,260 Owner ... John.. R. Nie lsen...& Sons SameApplicant CLASSIFICATION Construct mezzanine 24'x30' within present building. Permit issued on above Application. 10-1-69Date, 19 .. TOWN OF SOUTH WINDSOR BUILDING PERMIT 69DateOct.l, 19 6,606 I Fee Paid 36.00 Est. Value . . . ... Permit N. 6858 a north side of w, on the Chap e 1 Rd. Street Street No. 60 Owner John R. Nielsen & Sons 1 Applicant Same f CERTIFICATE OF OCCUPANCY ISSUED: Dates No. Fee Paid $ CLASSIFICATION µ Construct mezzanine 24IX30' within present building* s r e BUILDING PERMIT N° 6858 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn. Oct,1,0 19 69 t t That John R.N3e18®n & sons COnstruOt mezzanine 241 z.;^" -01_ thin presentisherebygrantedpermissionto building at estimated value of $ 6,000 on the north side of Chapel Rd, ,#260 Street on land owned by John R• Xi®lzen Sc. dons Said wni'k to be as described in Application No. 7153 and to conform to specifications and plans filed with said Application,and Building By- Laws of THE TOWN OF SOUTH WINDSOR. Issued Oct,l s 10 uil&tg' Inspector. Streets and sidewalks, obstructed by excavations or building materials, must be guarded by barriersduringthedayandbybothbarriersandcoloredlightsbynight.SECTION 1343, GENERAL STATUTES OF CONNECTICUT: "When any person shall placeorkeepbuildingmaterials, or any obstacle in any highway (or any sidewalk) either with or without alicensethereforfromthecityorboroughinwhichsuchhighwaymaybesituated, he shall pay said city,town or borough all costs and damages which it shall sustain, or be compelled to reason therefor." 4236 L ELXCTRICAL APPUCATIOW.Poll ApfAicadon No. ....."'5'.... .... . . . r"th side of onthe Chapel Ad* Street 260 w Lord Street No. a*hn RJUeldeu Sena._ Owner R.P.$Cf N&n t . X . Electrician 77, r FILED IN OFFICE OF The Building Inspector" 3=""z7'6a . . 19 W INSPECTION. h ray f............................. ....................................... .............................. c 14 w.. ........ Per-XwNo 191ectrical Work shall be started until a- ram., mit is granted by the Building InspectoX. A In New Buildings no wiring shall be started; w plumbingand heating pipes, and the fire`until the stops (if of wood) are installed, without a special J permit from the office of the Building Inspector.cr 44rid1 r X:c Q 3 3. ro APPLICATION FOR PERMIT TO DO ELECTRICAL FORK. No. 4547 Permit No. 4236 TO THE BUILDING ]INSPECTOR of the TOWN OF SOUTH WINDSOR, CONN. hereby make application to perform Electr cal Work according to detailed description below. AllprovisionsoftheRulesforElectricalInstallation, Section 48, Building By-Laws, shall be complied withwhetherspecifiedhereinornot. South Windsor, Conn.,v- o J! 19i5. ign here Address e G Location L Side of ..... Nature of Building How many stories New or old Building How many families Kind of Installation 6Npv r . '` L How many Stores 4 :r,..soarOwner Address Architect PA j, jj/Address Builder L G©C C} v( T /(/ Address pElectrician (...d iG/!j ... /t .. . Address CGSt' 67 7 Size of Main Wires No. of Light Loops . No. of Heat Loops . No. of Power Loops ...... ... .................. . No. of Light Outlets No. of Heat Outlets No. of Power Outlets . No. of Light Circuits No. of Heat Circuits No. of Power Circuits . No. of Sockets No. of Heat Receptacles No. of Motors . . No. of Panels Size of Heat Circuit No. of Power Receptaclespacles No. of Switches Total Wattage Size of Power Circuit Total Horsepower S—Q No. of Straight Electric Fixtures No. of Combination Fixtures No. of Receptacles ... No. of Cord Drops . Remarks-: For other kind of Installation Estimated Co_t . <b Beat loss schedule must be complete for all jobs. System guaranteed to heat all rooms to 800 in zero weather. Dwellings exceeding 1200 sq. ft. to be heated shall have two or more zones controlled by separate thermostats. Q s v o PI ON Z CO ry 70 T PR i e + .+ yY r-,, r.. .. > I , - Iwo- Y^""- ., i tt`) Ket z k f y= 7 ` L„ r i r' r.M*', 3.? - f s^r. Ra, ., .., k'. .{," "." 99. a- r t' u i Y""m,... a xr r y_. ` a • y ,' 4 _. r,, ,. d+ l,.:.. 1 w'A, W^ Y" t r'S 1 f`" 1 , .- . F .. b. - a^.+. z v`;: <. '+ a•<•',- r-`,;', s - -,_ az.-,' 1 ro a' d„ ' i J, r " s' .'>, k - w 3y,'• z` y S 1 F_ f., i(' x x + l2^i ' Y 5 r j't+;. - . i' k ' aka - F' '. ' " R ' ". x",- W:;,. ,,% y' = v{" pf ,., 5,< t•+` k 1. ,- r ''' a. vy mE• .,- a g` - i,'', ; 1g `,+` •. sR t - r, i.`_ c 4,;» n,- r'. i i N.;•",. i,. ; E,_ r = ' 4 r c, 4 ", atrtk n:'.% r" 4'; : x`': sy" r X p ,.' ' 45 ,• n` y 9µ b Y'+ 3',,' CW t .. R f" `;, " T, kr'„ CJd ice `' 1'- t` 4. s. vl al:'' 4••- dw3+'.. j . e n.' 1 . y Y . f - -,- 5' r' - Y; ."^„. , ' S e"', f • azr , re- S .- e' '"' ' lj' y ti'r.'" u, 4' .{: t,, ; . C.' '„• 3`,' y`,. a ; a. ,. x, i, '" k L 4'. e r y '' afi,,.'' a, ".., :: - 6. '' ` 1,'., s .°', ul; b ms4 "'`' x A. ' x.° ram ,. " +, n,, , t'g:,# p<, t _ " i ' r ''..` hk`- r r " •. w ^ , A'r,'` r. -'.. k.,"°:^ fir,., pY ' Y5 y.. dJ & z Q. . Y=. b YY• J. F.}' n fj YFr- " Fa v 1 k' r k~., x ys»•.. '>'". ek y, tiriHl a 3 - . Y' ' r Y 3.' z r i? ` r'S., C, ; #, s., F.,','`,-,' a " Ft.# y i a, 1 ^; ! i." gp. y` r Y t 4 t y W.. F' APPLICATION FOR HEATING PERMIT (Continued from Reverse side) I I LOCATION OF JOB NO. STREET FLOOR AFT.NO. 12. TYPE OF INSTALLATION: OIL BURNER J Cl HEATING SYSTEM VENTILATION SPRINKLER GAS BURNER STACK INCINERATOR MISCELLANEOUS IDENTIFY SIZE LOCATION SIZE SIZE 13. OF TANK OF TANK OF FILL OF VENT 14. B.T.U. EQUIP. AT REGISTER FURNACE MAKE AND NO. AT BONNET FIRING RATE BOILER OR FURNACE MAKE AND NO. B.T.U. OR SQ. FT. NET B.T.U. OR SQ. FT. GROSS FIRING RATE FLOORS TO BE HEATED NEW OR OLD BUILDING INSULATED — YES OR NO TYPE OF WALL INSULATION ROOF OR CEILING INSULATION AVG. SYSTEM WATER TEMP. B.T.U./SQ. FT./HR. EMISSION INDOOR-OUTDOOR TEMPERATURE DIFFERENCE FAHRENHEIT MAKE OF RADIATION: BASEBOARD. COPPER CONVECTORS. OR C.I. RADIATION. OUTPUT PER SECTION OR LINEAL OF RADIATION. SQ. FT. OR B.T.U. DESCRIPTION OF WORK 15. TO BE DONE: L 16. HEAT LOSS SCHEDULE. (TO BE INCLUDED FOR ALL JOBS). R OM SIZE WINDOWS AREA - SQUARE FEET B.T.U. B.T.U.D AND DOORS VOLUME DISTRIBUTION INSTALLED TOTAL TOTAL y ROOM NO.GROSS GLASS NET WALL CEILING FLOOR CU.FT. AT 70•F CORRECTED J j LL REGISTER L W N AND TEMP. TO f f TYPE AND SIZE MAD. OR LEADER SIZE < WALL F oto INFILT.) DIFF. F OF m a SQ. FT. FREE AREA TOTALS A. HEAT LOSS FROM BUILDING B.T.U./HR. B. DOMESTIC HOT WATER DEMAND B.T.U./HR. C. PIPING. OTHER THAN NORMAL B.T.U./HR. ALLOWANCE FOR HEAT VALVE OF FUEL (A B C) FACTOR 17. ELECTRICAL WORK BY: NAME ADDRESS SUBCONTRACTORS AND 18. THEIR TRADES ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORIZED BY THE (OWNER) OR (AGENT) OF THIS PROPERTY AND WILL BE DONE IN STRICT ACCORDANCE WITH THE BUILDING CODE. APPLICATION TO BE COMPLETELY FILLED IN. V 4 r%l - 64 e DATE SIGNATIIR F APPLICANT Heat loss schedule must be complete for all jobs. System guaranteed to heat all rooms to 80' in zero weather. Dwellings exceeding 1200 sq. ft. to be heated shall have two or more zones controlled by separate thermostats.r- 1 ° s NN 1 m 0Z r 3 i rAZ c U s R+n O N der. yae.,.. } , ilf. r •. 1.' r+ 1..C-;3.. Y h` 1 •° '] _ I?}-( ax4Y'• r ` '. - r^ dE. qy a( y"•' r n,# 5¢ t^ k , ,- r. t ', Ylr p• T_, " n I`. { r , ''' "!. f.i' r' °- ac"- 1 y a,'.: a, N p' 1'` Si k, -" r_e, +`,( s iT' a. z, c yap`, t, '. t 4`` F' vi"' w xa.• Ver' ., y ^ ', y. ' SO, y, q h„,',. ' hay, y#:'- '^,' a, p'f. , 4 *' . v' i t;` '' Y rtn k.' 4 `. v.. p r'' >+ t= w`•" ">'';, z` •. 43` y m', f} g ` "" .. ° •''^, a4' '' Vr,. a; 5',• p;_: - ice" . a y - :; v t,,' s ciA '` y. sa. „', w ; ,,. , ra, ar u•t„ ; m'. P'' 4 ``° tires° r} , y o. t; r•' •_$., r° - - Y'« , kfk r` q; A, >' s:;: '` r`•_„», o-,,..; n; - -'' - as" . F'F;' e' z , P err: i.• a[^ r: v, r' .' h.^' :`"• 7Ra"' 0., R, A i;' e. 5,". as•. ' p. F2-" S" : ,. w, b M y8,` e „' t,' Y•, '' E u ` i R' rr"' 1° l r nE a- r' T.'' i ''. i, i ' i=• iJ, r, y' fpF':+ RY{ vx f wd. r ati'^ „ w, o f. 7 •'° Vv ' F a- ,' i 4; - %% " ,, r. 9 ` i JAB', ly r%. . J, " rt:' vy.=, 3` ,' ," 4e 5. u. M`. .`? e' N' L 9; ,„ ry q. Cd' -` r.* r: fa^ k ' J E: i .' •'.'' `. i, b'" t` _ rl', x>' yr< , ,- 4x +., , ., tx„ r t mob",• F.w7 1 8 y yZ ``, .; w„` '. 4`, ir Y %, F!• 9s, _,.,'',, w dL"', , r. Y.. y,`-.,,,- 6 (,',`' { a"}', c F' " r " s5. _ ¢-` •' t' A"• a t w, r . i` M.' g',,.. •.' yf. r. F;,.,,• u , a,' a:-} r , e'.,' r 54'' t,'` i" F*, r , n ^, d' t` n' ° i' a'a ;# r,. dr x,. r', 1'`'';{ i'"; . ,. a' a, r."''' 9"-,,' x` i a' zj „• '•`; t' ,> n`. J pd- x tA,. 6.;:` r`` r „ iR`; ra'4. ' ''"" p.'+ A` 411i' ll st Sys Y 5 Y 4. 1 e APPLICATION FOR HEAT G PERMIT (Continued from Rev no Side 11. LOCATION OF JOB N0. ST T FLOOR APT.N0. 12. TYPE OF INSTALLATION: OIL BURNER HEATING SYSTEM VENTILATION SPRINKLER GAS BURNER STACK INCINERATOR MISCELLANEOUS SIZE IDENTIFY 13. OF TANK LOCATION SIZE SIZEOFTANKOFFILLOFVENT 14. B.T.U. EQUIP. AT REGISTER FURNACE MAKE AND NO. AT BONNET FIRING RATEBOILERORFURNACEMAKEANDNO. B.T.U. OR SQ. FT. NET B.T.U. OR SQ. FT. GROSS FIRING RATEFLOORSTOBEHEATEDNEWOROLDBUILDINGINSULATED — YES OR NOTYPEOFWALLINSULATIONROOFORCEILINGINSULATIONAVG. SYSTEM WATER TEMP. B.T.U./SQ. FT./HR. EMISSION INDOOR-OUTDOOR TEMPERATURE DIFFERENCE FAHRENHEITMAKEOFRADIATION: BASEBOARD. COPPER CONVECTORS, OR C.I. RADIATION. OUTPUT PER SECTION OR LINEAL OF RADIATION. SQ.FT. OR B.T.U. DESCRIPTION OF WORK 15. TO BE DONE: 01 16. HEAT LOSS SCH LE. (TO BE INCLUDED FOR ALL JOBS). RO M SIZE WINDOWS AREA -AND DOORS SQUARE FEET VOLUME B.T.U. B.T.U. 9<o DISTRIBUTION INSTALLEDTOTALTOTALyAROOMNO. < GROSS GLASS NET WALL CEILING FLOOR CU.FT. AT 70•F CORRECTED J FF LLLWN SIZE AND < WALL 1•Lt0 TEMP. TO , 4 TYPE AND SIZE RA REGISTER INFILT.) DIFF. F F y So. FT. OR LEADERF F 0 FREE AREA 1 TOTALS A. HEAT LOSS FROM BUILDING B.T.U./HR.B. DOMESTIC HOT WATER DEMAND B.T.U./HR.C. PIPING. OTHER THAN NORMAL B.T.U./HR. ALLOWANCE FOR HEAT VALVE OF FUEL (A B C) FACTOR 17. ELECTRICAL WORK BY: SUBCONTRACTORS AND NAME ADDRESS is. THEIR TRADES ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORIZED BY THE (OWNER) OR (AGENT) OF THIS PROPERTY AND WILLBEDONEINSTRICTACCORDANCEWITHTHENLDINGCODE. APPLICATION TO BE COMPLETELY FILLED IN. O" C/ ATE SIGNATURE OF APPLICANT FINAL MKAZOVf 34, W APPLICATION FOR BUILDING PERMITBuildingg Plumbing HVAC Date: Sprinkler El ctric Estimated Cost Zoning Permit Fee$ D• Dd Affidavit NO. 17948 Occupancy Fee$ Eng. Dept. Fire Dept. MPLETE RED BOXED AREAS. Total Fee $ Health Dept. TYPE OR PRINT ONLY Approved for CO: SIGN ON REVERSE SIDE. Additional Cost) $ TO BUILDING DEPARTMENT, T SOUTH WINDSOR, CT The undersigned, hereby applies te do work according to the following specifications: Job Location e o Lot No. Side of Street Zone Applicant Tel. # Address h' ip nrolo T FEET CITN STATE Owner ddress S C - Architect Address Size New Area: Ft. Front Overall Ft. Deep Overall Total Area Garages Lavatories No. of Families No. of Stories Construction Bathrooms Rooms 1st 2nd 3rd Size of Lot Mst. from Street Line Dist. from Side Street Line Purpose of this Permit El Q"4!Ef g:2d 1, Q;rsel Ti id t City Water 0 Well 0 Septic 0 Sewer O Approved by Date BD1A 11/88 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines and required distances from all other zon s and is located in a zone in which this building and its use is allowed. 21"Signed I hereby apply for a Certificate of Occupancy for the work described in this application for perm' . Signed DO NOT WRITE BELOW THIS LINE— INSPECTION RECORD Footing Framing Foundation Fireplace/Chimney Insulation Plumbing Permit# Inspections: HVAC Permit# Inspections: Electrical Permit# / a 0.5 Inspections: Sprinkler Permit# Inspections: PERMIT # DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby : TOWN OF SOUTH WINDSOR APPROVED DISAPPROVED BUILDING INSPECTION DEPT. 644-2511 Ext. 230 Application must be printed or typed. Date i oding In- speek6r 1. LOCATION OF JOB z(0 C is? L No . Street FEE SCHEDULE Floor Apt . No. 0 - $19000 -10.00 Over $19000 -10.00 2 . OWNER S!rc.1Sa !r:0C per $1 ,000 or fraction thereof 3. ADDRESS cdcKCa E4, 117 50 Q-)-NA W' r D SQSZ Cam' 4. APPLICANT EVZ E IECMNC-R1'1 V 5 . ADDRESS t-?S R4:711)1 E cT CZA 6. ESTIMATED COST $ rvCNC) 7 . IS THIS A CONTRACT COST r 4:' Rio 8 . FEE ENCLOSEDitILLmv , :0 - 9. TYPE OF BUILDING: 7 Q RESIDENTIAL COMMERCIAL 10. TYPE OF JOB : W Original Installation Alteration/Addition/Repair BD 3A 11/88 APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) 11 . LOCATION OF JOB —,>1,,<j C }j0 D NO. STREET APT. NO, 12 . TYPE OF INSTALLATION 13. SIZE OF MAIN FEEDER 14 . NO . OF LIGHT LOOPS 15 . NO. OF HEAT LOOPS 16 . NO. OF POWER LOOPS 17 . NO. OF LIGHT OUTLETS 18. NO. OF HEAT CIRCUITS 19 . NO . OF POWER OUTLETS 20 . NO. OF CONVENIENCE OUTLETS 21 . NO. OF HEAT CIRCUITS 22 . NO,, OF POWER CIRCUITS 23 . NO. OF LIGHT CIRCUITS 24. SIZE OF HEAT CIRCUITS 25 . NO . OF MOTORS 26 . NO. OF PANELS 27 . TOTAL WATTAGE 28 . NO. OF POWER FEEDERS 29 . NO. OF SWITCHES 30o A/C LOAD 31 . SIZE OF POWER FEEDERS 32 . NO. OF FIXTURES 33 . TOTAL HORSEPOWER 34 . NAME OF SUBCONTRACTORS AND THEIR TRADES 35 . REMARKS AND FURTHER DETAILS : Q - )w\ c-cs LICENSE NO. SIGNATURE OF APPLICANT DATE PHONE NUMBER : —4, — FINAL INST Building ( gN APPLICATION FOR BUILDING PERMIT Plumbing HVAC Date: Sprinkler 260 CHAPEL ROAD El ctric Estimated Cost $ x d a o Permit Fee$ D p NO. 3a; Occupancy Fee $Eq . dZ COMPLETE RED BOXED AREAS. Total Fee $ TYPE OR PRINT ONLYHealthDept. SIGN ON REVERSE SIDE.Approved for CO: Additional Cost) $ TO BUILDING DEPARTMENT, TO% OUTH WINDSOR, CT The undersigned, hereby applies to do work according to the following specifications: Job Location Lot No. Side of Street Zone Applicant ti Tel. # Address d ip STREET CITY STATE Owner ddress C'HRAEL R60D SaXnDsce- Architect Address Size New Area: Ft. Front Overall Ft. Deep Overall Total Area Garages Lavatories No. of Families No. of Stories Construction Bathrooms Rooms 1st 2nd 3rd Size of Lot Dist. from Street Line Dist. from Side Street Line Purpose of this Permit Z6 C, pop de* AF O T City Water 0 Well 0 Septic Sewer 0 Approved by Date BD1A 11/88 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines and required distances from all other zones and is located in a zone in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for permit. Signed DO NOT WRITE BELOW THIS LINE— INSPECTION RECORD Footing Framing Foundation Fireplace/Chimney Insulation Plumbing Permit# Inspections: HVAC Permit# Inspections: Electrical Permit# Inspections: Sprinkler Permit# Inspections: F1NAL 41 I if6sym:__APPLICATION FOR BUILDING PERMITBuildingl Plumbing HVAC Date: Sprinkler Electric d Cost $ ASW•O8 Zoning rmit Fee$ 3v•oo Affidavit NO. 18256 Occupancy Fee$ Eng. Dept. Fire Dept. COMPLETE RED BOXED AREAS. Total Fee 36•tl Health Dept. TYPE OR PRINT ONLY Approved for CO: SIGN ON REVERSE SIDE. Additional Cost) $ TO BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT The undersigned, hereby applies to d work according to the following specifications: Job Location Lot No. Side of Street Zone — Applicant Tel. # ,, $-Z d Address 4' C 7 Zip O v Lic.# c S R T CITY STATE f Owner Address-1e S Architect Address Size New Area: Ft. Front Overall Ft.Deep Overall Total Area Garages Lavatories No. of Families No. of Stories Construction Bathrooms Rooms 1st 2nd 3rd Size of Lot Dist. from Street Line Dist. from Side Street Line Purpose of this Permit C C k I L I ti dj.•r & e6-v SI fc- b°of City Water Well Septic Sewer Approved by Date dypo eD1A 11/88 I h reby agree to conform to all the requirem nts 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 u ding for which thi ermit is asked,and agree that this building is to be located the proper distance from all street lin s,sid d lines n required distanc from all other zon s and is located in a zone in which this building and its use is allowed. Signed r J, G• f I hereby apply for a Certificate of Occupancy for the work described in this application for permit. Signed DO NOT WRITE BELOW THIS LINE— INSPECTION RECORD Footing Framing Foundation Fireplace/Chimney Insulation Plumbing Permit# Inspections: HVAC Permit# Inspections: Electrical Permit# Inspections: Sprinkler Permit# Inspections: R 1 ga sb DATE: 1/25/90 TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT John R. Collins, Chief Building Official J. R. Nielsen & Sons 260 Chapel Road South Windsor, CT 06074 TO WHOM IT MAY CONCERN: Re: 260 Chapel Road So. Windsor, CT. This office has observed that the construction activity referenced below is in progress at the above noted location. Our files indicate that no building and/or zoning permit has been issued to allow the referenced construction. Please terminate all construction activity and contact this office as soon as possible to make arrangements to obtain the necessary permits. Your cooperation will be appreciated. Very truly yours, John R. Collins Chief Building Official Construction Activity: Chain Link Fence FI INSPECTIONS: Building AP CATION FO BUILDING PERMIT Plumbing HVAC 260 CHAPEL ROAD Date: v Sprinkler Electric Estimated Cost $ U Zoning Permit Fee$ /D Affidavit L-T-A caipuicy Fee $ Eng. Dept.COMPLETE RED IkAjfEFireDept.TYPE OR PRINT ONLY otal Fee $ Health Dept. SIGN ON REVERSE SIDE.Approved for CO: Additional Cost) $ TO BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT The and rsigned, hereby applies to do wok according to the following specifications: Job Location Lot No. Side of Street Zone Applicant • SL 5 5 ,.ic Tel. # Address 'X C``-°J Zip d a7 1 Lic.# STREET CITY STATE Owner S4"ti7 Q5 Address Architect Address Size New Area: Ft. Front Overall Ft. Deep Overall Total Area Garages Lavatories Size of Lot niqt. frnm Street Line Bathrooms Rooms 1st 2nd 3rd Purpose of this Permit tLm City Water 13 Well 13 Septic 13 Sewer O Use Group AJA Construction Type Approved by yv— Dat 10116 2 BD1A 11/88 I hereby agree to contorm 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 Bu' ing for which this permit is asked,and agree that this building is to be located the proper distanc from all street lines,sid rd linJanequired distan es from all other zones and is located in a zone in which this building and its use is allowed. Signe IZr '" I hereby apply for a Certificate of Occupancy for the work described in this application for permit. Signed DO NOT WRITE BELOW THIS LINE— INSPECTION RECORD Footing Framing Foundation Fireplace/Chimney Insulation Plumbing Permit# Inspections: HVAC Permit# Inspections: Electrical Permit# Inspections: Sprinkler Permit# Inspections: P rip 111My i Cn t ft e Pursuant to Permit No. 2 0 This Certifies that the Wood/Coal Stove installation for which the above named Permit was granted has been duly inspected and is hereby approved. Owner J. R. Nielson & Sons Inc . Street 260 Chapel Road f 2/02/92 19 uilding Inspector Electric# 260 CHAPEL ROAPPLICATION FOR BUILDING PERMIT Plumbing# pat HVAC # 22832 Sprinkler# FINAL APPR VA Estimated Cost $ j 004.0 D Building n 7 COMPLETE RED BOXED AREAS Permit Fee Engineeri TYPE OR PRINT ONLY Occupancy Fee Affidavit SIGN ON REVERSE SIDE Total FeeAppr.for CO. TO BUILDING DEPARTM8'1T,TOWN OF SOUTH WNDSOR,CT Additional Cost) $ Th and rsigned hereby applies to do work according to the following specifications: Job Location .260 C " PE L R D Lot No. Side of Street_Zone Applicant 6rAS7 C—r?M RO d f 1146 CO R P, Tel.# 292 A O 7// Addr ss /7 C f/APEL S w -H OS 4 2 Zip O 6071 Lic.# Own r TR N I EL S4 ly r- SON,S Address 260 C 14.4 p E z, R U.S, w N pJf0 Architect Address Sq. Ft.New Area: 1st FI. 2nd FI. 3rd FI. Total New Area Rooms Lavatories Bathrooms Garages Purpose of this permit: Re-110 Ve O G 0 Ro O r- eS7 Jos) / tisrIO L I-. / L&ZED L TFR w PT 4 City Water C Well 11 Septic System Sewer J Use Group Construction Type Area Bas ment Gar°9e Approved by Date N Revised 6/95 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 budding is to be located the proper distance from all street lines,side yard lines and required distances from all other zones and is located in a zone in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit Signed DO NOT WRITE BELOW THIS LINE -- vSPEC I COMMENTS Electric# APPLICATION FOR BUILDING PERMIT Plumbing#260 CHAPEL ROAD Date: 2 Idle)lHVAC # Sprinkler# No. 25854 FINAL APPROVA Estimated Cost Building z-(1(1qCd94ft COMPLETE RED BOXED AREAS Permit Fee 2 C EngineeringTYPE OR PRINT ONLY Occupancy Fee $ Affidavit SIGN ON REVERSE SIDE Appr.for CO. fttn Total Fee a,- TO BUILDNG DEPART OWN OF SOUTH WNDSOR,CT Additional Cost) $ The undersigned hereby do work according to the following specifications:am Job Location 260 Ch oad South Windsor, CT Lot No. Side of Street Zone Applicant Philip mental Services, Inc. Tel.#. (215) 997-9163 Addr ss 2 Zip 19440 Lic.# N/A Own r J. R. Nielson & Sons Address 260 Chapel Road South Windsor, CT Harding Lawson Associates Address 107 Audubon Road Suite 25 Wakefield, MA 01880 r'4qg'rt.eA'w N/A 2nd Fl.Area: 1st FI. N/A 3rd Fl. N/A Total New Area N/A Rooms N/A Lavatories N/A Bathrooms N/A Garages N/A Purpose of this permit:Clean and Remove one (1) 500-Gallon Diesel Underground Storage Tank (U ) Engineer will collect post-excavation confirmatory soil samples City Water Well Septic System Sewer Ins. H.O. S Cert. Area Basement Garage Approved by z-- Dat 2fticw Group Construction Type Rws.d 1/97 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 which is building and its use is allowed Signed--P a— I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS APPLICATION FOR PERMANENT SIGN PERMIT Zop Approval:260 CHAPEL ROAD Est. Cost: $ - ow R No. 26539 Permit Fee:x4f&im Fi nspections: Approved: in9 Electric # ng t Name 2-60 l°Fit— / . J' W 1456ft . C 7 Phone - 5-2-6 9y Ad bacation of Sign Zone ize (square feet) Sign Height of signs on site: 1 Free-standing 2—Wall f SIGN: gRall or 2Rree-standing New or Replacement Illuminated?Q Yes No 1 ription of sign materials and lighting: f 4 No.OG'-*P4J6- SQ a LSX S%y 0_ w-S c Zo'x ,f/a ATTACH DIAGRAM OF 0 F"E 3 #&j`ba 6 x y SIGN INCLUDING DIMENSIONS I have read, enders and agree 21bide by the South Windsor Zoning Regulations, Signs. SIGNATURE A dDate 1 v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 02.CO,0 AREA CODE 203 644-2511 January 17, 1990 C E R T I F I E D M A I L Mr. Mark VanOstrand Van 's Leisure Living, Inc.r:.417 John Fitch Blvd . South Windsor, Ct 08074 RE: ZBA Application #1524-89 D ar Mr . VanOstrand: This is to notify you that Your application to the South WindsorZoningBoardofAppealswasapprovedforatwo-year temporary &conditional permit for storage of recreationalvehicle inventory onpropertylocatedatSouthWindsor, Ct . , in a I Zone. This action is effective January 11, 1990. The permit is good fortwoyearsandwillhavetoberenewedattheendofthetwoyearsifsyouwishtocontinuethisuse. Very truly yours, Robert Warren Acting Chairman Zoning Board of Appeals RW:dlb t• ',-:` a' 4 'l;•! ,;r•r- i._,,. ;;• air .• i ' -. I. hu 7. 9:^ r live lE,4 a e CONN. 06074 1540 Sa s ULLIVAN AVENUE SOUTH WINDSO R. AREA CODE 203/644-2511 soR•c January 10 , 1992 C E R T I F I E D M A I L Mr . Mark VanOstrand Van ' s Leisure Living 417 John Fitch Boulevard South Windsor , CT 06074 PPRE:Application #2022-92 - Mark VanOstrand, 260 Chapel Road Dear Mr . VanOstrand : This is to notify you that at the January 2 , 1992 meeting of the eals your request for South Windso r Zoning Board of Apo allow of of a two year temporary & conditional permit tlocated at 260 Chape' recreational vehicle inventory on property Road ( I Zone) was granted . action i s effective January 2 , ) a . This PVemto be 1 renewedThis1994andwillha expire in two years (January 2 , at that time if the use is to be continued . Very truly yours , Robert W . Warren Chairman Zoning Board of Appeals RWW/asb oMN of,< Ca G V 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soR•co AREA CODE 203/644-2511 December 10, 1993 CERTIFIED P 389 189 925 Vans Leisure Living Inc . 417 John Fitch Blvd. South Windsor, Connecticut 06074 RE: Application #2180-93 - Vans Leisure Living, Inc. 260 Chapel Road Dear Sirs: This is to notify you that at the December 2, 1993 meeting of the South Windsor Zoning Board of Appeals granted your request for renewal of a two year temporary and conditional permit for the storage of RV's at 260 Chapel Road, I Zone. The conditions will remain the same as the previous approval. k This action is effective December 2, 1993 . The permit will expire in two years (December 2, 1995) and will have to be renewed at that time if the use is, to be continued. Very truly yours, W • i Robert W. Warren, Chairman Zoning Board of Appeals RW: jh I NT DECISION CAL PERMIT P DEPARTME APPLICATION FOR ELECTRIILI-5-7 TOWN of SOUTH WINDSOR Application is hereby: BUILDING DEPARTMENT Bld Pgrmit# APPROVE 1540 SULLIVAN AVENUE r 644-2511 ext.230 1 Inspector Application must be printed or typed Location ofjob DI t Lot No.Street No. Street FEE•SCHEDULE Apt.No.Floor 0 y $1,000 - $12.00 Over $1," 12.00 per$1,000 OWNER r or any fraction thereof ADDRESS OWNERS PHONE# 66o ~ Sa8~ 01 APPLIcANT—nqQA-7irNn09hft0NM () SnY-)1" 1 O* H S F ADDRESS • Q O L t q< toy ESTIMATED COST$ 13, 00`DO I IS THIS A CONTRACT COST? V YES NO FEE ENCLOSED $'Il TYPE OF JOB: OR-Co Y, _Original Installation Alteration/Addition/Repair Revised 11/95 9 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH ARESIDENTIALBUILDINGPERMITAPPLICATIONYES / NO BUSINESS ASSEMBLY CURRENT USE AND OCCUPANCY MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY INSTITUTIONAL FACTORY STORAGE ENGINEER'S NAME PHONE GARAGE MIXED USE ADDRESS CITY STATE ZIP Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF MAIN FEEDERS AND RATING OF WIRE USED 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 SEPERATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK qn, VSA k vN t q c THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN. BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. c)2..wfY1rI2'Y`Y19+, 1C.S 8 J NAME STATE LICENSE NO. TYPE S A APPLICANT PHONE NO. 6 a--75 V8 DATE 1 IIMZ211% III!! all, Y STATE OF CONNECTICUT 8i12i98 DEPARTMENT OF CONSUMER PROTECTION 165 CAPITOL AVE • HARTFORD CT 06106-1630 M r..nrhn ELECTRICAL WORK BOARD I Be it known that JOEL ZIMMERMAN 165 LITTLEBROOK DR NEWINGTON CT 06111 1 i Is hereby certified by the Department of Consumer Protection as a licensed ELECTRICAL LIMITED CONTRACTOR. 4 TYPE: C5 LICENSE NUMBER:00105998 Mark A.Shiffrin j EFFECTIVE DATE: 10/01/98 EXPIRATION DATE: 9/30/99 Commissioner obi.V'. V. 75 Wea gam 9"4&n RAwd e• 860-242-5559 °ax: 860-248-3865 June 7 , 1999 Building Department Town of South Windsor 1540 Sullivan Ave . South Windsor , Conn . RE : Application for Electrical Permit submitted 5/27/1999 GCR Truck Tire Center 260 Chapel Road South Windsor , Conn . Gentlemen : On my application I made an error the Main Switch IS NOT 1200 amps . It is 800 amps 480 volts . I hope that this letter will suffice in correcting this error . Please give me a call if there is any problem . Thank you , j"Lw .enc J . Le sque E- 1 4 Lic.#103941 101524 APPLICATION FOR BUILDING PERMIT Bect;ic# 2 6 0 CHAPEL ROAD Plumbing# l f, Dat . q 1 nl 9 q WAC # /66 No. 26045 Sprinkler# 30 Estimated Cost $FINAL APPROV O1 Building z COMPLETE RED BOXED AREAS Permit Fee s• o Engineering /o r$19f TYPE OR PRNT ONLY Occupancy Fee $ S Affidavit O a 1 t SIGN ON REVERSE SIDE Total FeeAppr.for CO. Additional Cost) TO BIALDING DEPARTMENT,TO SOUTH WPJDSOR,CT k60 7dr The undersigned hereby applies to do wor ding to the following specifications: Job location Lot No. Side of Street_Zone Tel.Applicant E S E nC7-1 1- 1 '7 Address T Y.- ST Zip O Lic. Owner G C T v ress Z -1 AV RIA H R M 67 EA S-' R T Fo2'c_ GT Architecti.w;s ac,,4Zv -t '8SSOG Address 44 2 S 1 Sq.Ft.New Area: 1st Fl I' 2nd Fl 3rd Fl Total New Area /9.3 fo O Rooms 21 Lavatories 4 Bathrooms 4 Garages 4 Purpose of this permit: V M N O m Q T 1 Unt C T O "F X 1ST 11--)Gz B:%'i L Q t N IG A Nb +A "jb` T l ply f' NFvy PRE' G t•1i>E 11E-TNL lkuiL oiriG City Water Well Septic System Sewer Ins. H.O. S.P._ Cart._ Area Basement Garage Approved by 3002 Dot S Use Group Construction Type ;'C— Revs.d 1197 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 locat the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which ildin d it use is allowed. Signed I hereby apply for a Certificate of Occu r th rk ribed in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Location of jcjb AFFIDAVIT Additional Fee .73. .. ... . .... . State of Connecticut ss. County of Hartford Steven Prestash Desi> tec Inc. Owner I.. . .... .. . .. .. . . .. . . . .. . ... . . .. . . .. . .... . . ... . . . .. .of. . ... . . ... .. . . ... . . .... Agent for building erected under Contractor Permit Na .. .26045 issued by the Dep't of Building of the Zbwn of South Windsor being duly sworn,make oath and say that the actual cost of the completed work authorized under said permit was . $1,356,7 .00 Signed .... . . .. Subscribed and sworn to before me this ... . ..i ?. . .. . . . ... . .day of .Octo.et, A.D.199.9. . . . Estimate Cost:$ 1 s 295,976.00 PETER P. AU'T'UNNO ; 04 R NOTARY, PURI.1C Difference: $60,780.00 MY COMMISSION EXPIRES SEP. 30; .. .. . . ..... . .. .No Public Commercial Design Builders I z' 860)747-3747 Fax:(860)747-0419 17 Sparks Street,Plainville,CT 06062 Web Site:www.designtecinc.comDESIGNIBUILDCONTRACTORS AFFIDAVIT Location ofjob: GCR Truck Tire Center 260 Chapel Rd. South Windsor,CT. 06074 State ofConnecticut ss. South Windsor County of Hartford I Steven Prestash of Designtec,Inc.under Permit No. 26045 issued by the Building Department of the Town of South Windsor being duly sworn,make oath and say that the actual cost ofthe completed work authorized under said permit w $9323,097.00 Signed Subscribed and sworn to before me this 4m day ofOctob r A.D. 1999 Actual Cost $ 932,097.00 Estimated Cost$9029298.00 Difference S 299,799.00 PETER P. AUTUNNO JR. NOTARY. PUBLIC, MY COMMISSION EXPIRES SEP.30,2004 Notary Public f Add L Commercial Design Builders I s 860)747-3747 Fax:(860)747-0419 17 Sparks Street,Plainville,CT 0606Y Web Site:www.designtecinc.comDESIGNBUILDCONTRACTORS AFFIDAVIT Location ofjob: GCR Truck Tire Center 260 Chapel Rd. South Windsor,CT. 06074 State of Connecticut ss. South Windsor County of Hartford I Steven Prestash of Designtec,Inc. under Permit No. 26045 issued by the building Department of the Town of South Windsor being duly sworn,make th and say that the actual cost ofthe completed work authorized under said permit 1,356,756.00 Signed Subscn and sworn to before me this 14th day of Octo r A.D. 1999 ATotary Public PETER P. AUTU11 NO JR. NOTARY. PUBLIC MY COMMISSION EXPIRES SEP.30,2004 Estimated Cost 122951976.00 Difference 602780.00 Inspection / Approval Date By Appl Code Description Due Whom Code Comment 99-26045-B 902,298 E01 SERVICE 06/10/99 DCJ A TEMP SERVICE TO TRAILER 3 ROUGH 06/28/99 JDI A 1 ST FLOOR INTERIOR WALLS E0 06/28/99 JDI ADVICE E0E09 OTHER FOOTING 06/30/99 JFF A LOADING DOCK 3 BAYS COL LANE A 13 TO 11 B01COL LINE 13 PIERS A TO F B01 FOOTING 07/06/99 DCJ A REMAINING PIERS ON NORTH SIDE OF BUILDING B01 FOOTING 07/08/99 JFF A FOOTING COL LINE 11 1 ETO G WALL DOCK3 WITH SUPER HARRY TESTING LAB ON SITE BO1 FOOTING 07/09/99 JFF A WALL COL LINE A 11TO 13 WITH SUPER HARRY TEST ING LAB ON SITE B02 FOUNDATION 07/12/99 DCJ A B03 FRAMING (ROUGH) 07/13/99 DCJ A WALL ADJACENT TO EXIST. BLDG. B03 FRAMING (ROUGH) 07/14/99 DCJ A REBAR IN WALL ON NORTH SIDE NE COR. WALL AND S. WALL PIERS B03 FRAMING (ROUGH) 07/15/99 DCJ A FOUNDATION REBAR SW COR. ADDITION B03 FRAMING (ROUGH) 07/16/99 DCJ A B02 FOUNDATION 07/19/99 DCJ A SE COW ADDITION B02 FOUNDATION 07/20/99 DCJ A EAST WALL ADDITION B01 FOOTING 07/21/99 DCJ A PERIMFOOTING FOR RETAINING WALL B04 INSULATION 07/22/99 DCJ D NORTH EWALLTER INEED p,INSULATO SUPPORTS ON INSULATION P02 UNDERGROUND 07/29/99 DCJ A 3" DWV IN NEW BLDG. P02 UNDERGROUND 08/02/99 DCJ A BATH GROUP AND KITCHEN P02 UNDERGROUND 08/11/99 DCJ A FLOOR DRAINS E01 SERVICE 08/30/99 JDI A RELEASED TO N.U. E03 ROUGH 09/01/99 DCJ A KITCHEN AND BATH AREAS AND SERVICE PIT IN GARAGE P03 ROUGH 09/01/99 DCJ A KITCHEN AND BATH AREAS B09 OTHER 09/09/99 JFF A PROGRESS SITE WORK IN PROGRESS PO4 GAS TEST 09/16/99 DCJ A 99-10406-P 25,000- 99-1130-S 51,000 99-16289-E 179,678 Total Est Value 1,157,976 1 3VI v c30 Lo r W N'b 114 - W Ni,11111ilwiIiiii,1111iimift*ITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 260 CHAPEL ROAD 4"' _# Reviewed 13y 3 n erin ) DESIGNTEC, INC Date Reviewed t pprove 17 SPARKS STREET,PLAINVILLE,CT Reviewed By anning) BP # 26045 Ph_# (860)747-3747 Date Review Approve Denied Date Submitted 10/08/99 FOR Cj0f O ***** Ag d 7f 7-O As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan 2 3. Site work; i.e. trees, shrubs, 77 dumpsters, required parking 4. Utility location; a. sanitary sewer/septic system b. foundation drain C. electrical & telephone d. water e. other (C--As) 5. Sewer connection charge paid Ujciji Ut 6. Appropriate certification 7. Bonding L,AKA:15641- toAjf>) 8. Planning & Zoning/ Inland Wetlands Considerations e Sewer Permit No. -7015 L ir1 / 4Q g_ ,r, ,. /'sf,.,m Pavement Excavation No. R1(PI - alloy A 01. n, COMMENTS: f O ha/ i w prs/YS /v ' J.Y• Ji'i Cf/ "'or i f/%s /J I i•CG r//'!p i/'- .S'''is/C 7 47;"e-/rersC y S vi•'tl/ /f !o`'C 04;4 AV .edo--'. el."7 ai.64« 4119"7 f aw.wr t e, .,o• ECEivEO t, s'!.r w ..r.:A Sp G C s A-f/•Q s 1,.r.•.fr O> 8 19992CT e '!o% souTMwn+m Y .S+e. was^ '' s s 4 cr r i c.sst. '1 c.S w b c', w,NG DEPE d' ,n-/•-- !sYf.:7, -.1, F-dl,-fi: S r/ s,e Aim . !'C G• '''':. FRNCISION LECTRICAL PERMIT PERMIT APPLICATION FO E l._. eby: TOWN of SOUTH WINDSOR BUIT,,DING DEPARTMENT Bldg Pelt# 1540 S.IVAN AVENUE 644-511 ext.230 ng Inspector Application must be printed or typed Location ofjob Street NO. Street Lot No. y FFfE SCHEDULE Floor Apt.No. 1,000 - $12.00Over $1,000 12.00 per$1,000 OWNERnyfractionthereof ADDRESS. NSAWaftOWNERSPHONE# k s IrOwww"APPLICANT &• 7, t ADDRESS Ar Lot OW N S F,q1i fix" Or O OD ESTIMATED COST$ I9 7sl C IS THIS A CONTRACT COST 7 YES NO FEE ENCLOSED $ ,I/( y D S ' .. TYPE OF JOB: OR COriginal Installation Alteration/Addition/Repair Revised 11/95 I APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED_WITH A RESIDENTIAL BUILDING PERMIT APPLICATION YES NO BUSINESS I ASSEMBLY CURRENT USE AND OCCUPANCY MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY CIO< INSTITUTIONAL FACTORY 4 STORAGE ENGINEER'S NAME a PHONE .-a GARAGE MIXED USE ADDRESS CITY LL'0¢7,5c c 1 STATE ZIP Other please specify) TYPE OF INSTALLATION/WIRING METHOD MI SIZE OF MAIN FEEDERS AND RATING OF WIRE USED a 0 NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS 40 A - a P j — ;z&7r4 rNUMBEROFPANELSREMOTEDISCONNECTREQUIRED?YES NO .1_ R f - J ajq NUMBER OF LIGHT CIRCUITS ZT NUMBER OF POWER CIRCUITS- l t 0 H NUMBER OF SWITCHES_` NUMBER OF OUTLETS' NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS,0: 2=;VC-NUMBER OF A/C CIRCUITS ,c-'Aj6r1,416- SEPERATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED, ESCRIPTION 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 CONN.BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. E i NAME STATE LICENSE NO. TYPE S ATURE WWVLIC PHONE NO Q'f DATE INSPECTOR DATE W TIME LOCATION L- INSPECTION: CODE: RESULT(D/A) : BUILDING: ELECTRICAL: U PLUMBING: HVAC: OTHER: STATE OF CONNECTICUT This is to candy that under the provisions of the General Statutes I the fofiowing person or firm is licensed or registered CONTRACTOR CORPORATION EASTERN ROOFING CORPORATION 317 CHAPEL ROAD SOUTH 14INDSOR CT 06074 t-IC/REG NO EFFECTIVE EXPIRES 500120 8/O1/95 11/30/96 SIGNZvi ED M4 i E-9 l STATE OF CONNECTICUT 9/27/95t dIs 0000060615DEPARTMENTOFCONSUMERPROTECTION 165 CAPITOL AVE • HARTFORD CT 06106-1630 HOME IMPROVEMENT REGISTRATION t BE IT KNOWN THAT r; EASTERN ROOFING CORPORATION 317 CHAPEL ROAD SOUTH WINDSOR CT 06074 IS HEREBY CERTIFIED BY THE DEPARTMENT OF CONSUMER PROTECTION AS A REGISTERED CONTRACTOR CORPORATION License Number: 500110 Effective Date: 6/01/95 Mark A. shiffrin Expiration Date. 11/30%96^ -- - - -- - -------.— ..__-------- - -------- DEPARTMENT DECISION PEPMT# APPLICATION FOR PLUMBING PERMIT Application is hereby: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# APPROVE 1540 SULLIVAN AVENUE 644-2511 ext. 2')0 7-( Date Building Inspector Application must be printed or typed Location ofjob 6;6: VA 5Fe.465PPVIMM5 ao Street No. Street Lot No. FEE SCHEDULE Floor Apt. No.FSo - $1,000 - $12.00 Over $1,000 12.00 per$1,000 Uj OWNER or any fraction thereof ADDRESS OWNERS PHONE# APPLICANT ADDRESS 4* ESTIMATED COST$ C) IS THIS A CONTRACT COST? CJ FEE ENCLOSED44 TYPE OF JOB:OR-C Original Installation ej Alteration/Addition Repair Revised 10/96 APPLICATION FOR PLUMBING PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION YES / NO RESIDENTIAL BUSINESS CURRENT USE AND OCCUPANCYASSEMBLY MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY 7/ G ' INSTITUTION FACTORY ENGINEER'S NAME PHONE STORAGE GARAGE ADDRESS MIXED USE CITY STATE ZIP Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO. OF URINALS STYLE NO. OF BATHTUBS NO. OF SHOWERS NO. OF LAVATORIES NO. OF CONDUCTORS SIZE NO. OF STACKS SIZE AREA OF ROOF NO. OF CATCH BASINS NO.OF FLOOR DRAINS NO. OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW YES/NO SIZE OF WINDOW IF NONE C.F.M. OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER TYPE MANUFACTURE TANKS SAFETY DEVICES TEMPERATURE CAPACITY RELIEF VALVE TEST PRESSURE WORKING PRESSURE PRESSURE RELIEF VALVE TYPE MANUFACTURER 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 CONN. BUILDING COD S IN THE PERFORMANCE OF SUCH WORK. TrnoT ' - NAME STATE LICENSE NO. TYPE SIGN OF LIC PHONE NO. 2 DATE DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby:TOWN OF SOUTH WINDSOR UppBUILDINGDEPARTMENT APP7uilding 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 10 1 t., to Inspector I Application must be printed or typed y1 L cation of Job: F$13.00 EE SCHEDULE 1,000=$13.00 Street No. Street No. No. Over per$1,=C/ pr. per$1,000 1 f or any fraction thereof Tenant Designation Ap Lill, APPLICANT Aaden APPLICANT ADDRESS APPLICANT PHONE# l OZ3 r.C/2L— N OWNER r let S q w OWNER ADDRESS OWNER PHONES C ESTIlVIATED COST$ IS THIS A CONTRACT COST? Yes 0 No f FEE ENCLOSED$ 179 Y, TYPE OF JOB: SOR O CO 0 New Installation Alteration/Addition/Rqpair Revised 8/99 APPLICATION FOR HVAC PERMIT (Continued from reverse side TYPE OF SYSTEM: TYPE OF BUILDING: 4 HEATING RESIDENTIAL A/C COMMERCIAL14VENTILATIONINDUSTRIAL k HEATING STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC WARM AIR UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) 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:INSIDE OUTSIDE CAPACITY GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 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. rS—/ e hwol CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE A 1V& DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT hereby:TOWN OF SOUTH WINDSOR PERMIT 1130Applications BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 j 4 Date Building Inspector Application must be printed or typed Location of Job: FEE SCHEDULE Yk C (;I j 0-$1,000=$13.00 Street No. Street Lot No. Over$1,000= 13.00 per$1,000 S e- or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT PHONE#C2,11 N S OWNER GC R RtJ C Yam ' O q w OWNER ADDRESS 3 !3 t R w 14 A rn S r* FAST' 14 A RT r-6K D 1. Cr k M OWNER PHONE O v G_ C -ESTIMATED COST$ plaft IS THIS A CONTRACT COST?Yes 0 No FEE ENCLOSED$ (p Co 3 TYPE OF JOB: SpR.CO New Installation 13 Alteration/Addition/Repair Revised 8/99 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES RESIDENTIAL IS THIS APPLICATION ASSOCIATED WITH A BUSINESS BUILDING PERMIT APPLICATION? YES NO ASSEMBLY MERCANTILE CURRENT USE AND OCCUPANCY EDUCATIONAL INSTITUTIONAL FUTURE USE AND OCCUPANCY FACTORY STORAGE ENGINEER'S NAME PHONE GARAGE MIXED USE ADDRESS Other please specify) CITY STATE ZIP KIND OF INSTALLATION DRY XWET COMBINATION CHEMICAL SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? YES NO IF YES, CHECK ALL THAT APPLY: ADDED DELETED ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE)PROFESSIONAL ENGINEER INSURANCE COMPANY WATER FLOW A. WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? YES )j NO IF YES,CHECK ALL THAT APPLY: FIRE BOOSTER OTHER ARE STANDPIPES PROVIDED? YES 0 NO IS A SPRINKLER SYSTEM PROVIDED? YES NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TOCOMPLYWITHALLLOCALORDINANCESANDSTATEOFCONNECTICUTBUILDINGCODESINTHEPERFORMANCEOFSUCHWORK. CONTRACTORS LICENSE NO. r TYPE STATE SIGNATURE OF APPLICANI, DATE / s FIRE PROTECTION SPECIALISTS C O M P A N Y I N C O R P O R A T E D 252 Park Road West Hartford,CT 06119 Phone:(860)231-0088 Fax:(860)236-7611 Public Act No. 91-95: An act concerning the requirement that licensed contractors as defined in Section 20-330 of the General Statutes, must personally sign each building permit application . Date Re : Application for : SDIr'c i-t, f/ E LO Gentlemen: In accordance with Public Act 91-95, this letter authorizes the below named agent to sign the above reference permit application 1. Project Name: Ft 0-t-Sw-e 2. Location: 3. Starting Date: 4. Licensed Contractor 's Name: 5. Licensed Contractor's Trade License No. F 1 000/0 63a 6. Name of Agent: 7. License number of all contractors involved in the work if applicable: Sincerely, Signature of Company Official if Applicable r Signature of Licensed Contractor Required by Act 91-95 STRUCTURAL ENGINEER Final Report of Special In ectionsS COALITION CONNECTICUT ENGINEERS IN PRIVATE PRACTICE Project: GCR Truck Ti-se Center Location: 260 Chapel Road South Windsor, ConnecticutOwner: Bridgestone/Fkil-estone Inc. Owner's Address: 2550 Golf Road Rolling Meadow, IL 60008 Architect of Record: Louis Perry & Associates, Inc. Structural Engineer of Record: Louis Perry & Associates, Inc. To the best of my information, knowledge and belief, the Special Inspections required for this project, anditemizedintheStatementofSpecialInspectionssubmittedforpermit, have been performed and 'all discovered discrepancies have been reported and resolved other than the following: Comments: The following deficiencies were noted on Tri-State Materials Testing Lab, Inc. reports: Report #054- 121, CMU wall on G-line bond beam- Nasnot in wall per detail C/A-22. No follow—up report issued . Report #41— Ultrasonic testing report indicated a rejected weld. No follow—up report issued. Report #039- Magnetic particle report indicated one weld rejected on LineAttachcontinuationsheetsifrequiredtocompletethedescriptionofcorrections.) B,9. No follow-up report issued. Interim reports submitted prior to this final report form a basis for and are to be considered an integral part ofthisfinalreport. Respectfully submitted, Special Inspector 0V:CONIV4 AS S;nono T G Joseph Tenedine Q Type or print name)n 0 z No 4?6 d 6 A9gCT10E FataVDateDessional Seal SEC/CT Form 102 Final Report of Special Inspections . @SEC/CT 1999 STRUCTURAL of S ecial InspectionsStatementpENGINEERS COALITION coW>reTIMM ZNonaW IN TRIVATE PRACTICE Project: GCR Truck Tire Center Location:South Windsor, Connecticut Owner: Owners Address: Bridgestone/Firestone, Inc. 2550 Golf Road Rolling Meadow, IL 60008 Architect of Record; Louis Perry & Associates, Inc. Structural Engineer of Record: Louis Perry & Associates, Inc. This Slatement of Special Inspections 15 submitted as a condition for permit Issuance in accordance wilts the Special Inspection requireinents of the BOCA National Building Code. K includes a Schedule of Special Inspection Services applicable to this project as well as the name of the Spe6SI Inspector and the identity of other approved agencies intended to be retained for conducting these Inspections. The Special Inspector sha4 keep records of All inspections and shall furnish Inspection reports to the Building Official, Structural Engineer and Architect of Record. Discovered discrepancles shall be brought to the immediate attention or the Contractor for correction. V such discrepancies are not correcieds the discrepancies shall be brought to the attention of the Building Official, Structural Engineer and Architect of Record. The Special Inspection programs 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 andcorrectionofanydiscrepanciesnotedIntheInspectionsshallbesubmktedpriortoissuanceofaCertificateof Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: ' or Q per attached schedule. Prepared by:a"""""u"" . c aF CONIy',y o Thomas R. Payne, P.E. O R O•• type or print name) to 0 l O 210A3 17 NAL E ,0, Signature Date p$ nal Seal Owner's Authorization:Building Official's Acceptance: 9 Date Signature Date Signature SECICT Form 1ol • Statement of special Inspections • .6SECICT 1999 Sheet 2 of Project Schedule of Special Inspection Services The following sheets comprise the requited schedule of special inspections for this project. The construction dim Ons which require special Inspections for this project are as follows: Soils and Fbundations Cold-Formed Steel Framing Cast-in-Ptabe Concrete Spray Fire Resistant Material Precast Concrete Wood Construction Masonry E erior Insulation and Finish System Structural Steel C] Special Cases ffn3tion A ants Firm Address ecalInspector Joe Tenedine, P.E. 3035 Whitney Avenue Salamone & Associates, Hamden, CT 06518 P.C. 2. Testing Laboratory Tri-State Materials 121 N. Plains Industrial Rd. Testing Lab Inc. Unit P Wallingford, CT 06492 3. Design Engineering Thomas R. Payne, P.E. Louis Perry & Associates Inc. i. other Note: The qualifications of all personnel performing Special Inspection activities are subject to the approval of the Buildino Official, The inspection and testing agent shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractbr 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 shalt be provided if requested. It Is recommended that th@ person administering the Special Inspections program be a Professional Engineer e.Verleneed in the design of buildings. KSY for Mihimum Qualfcations of Ins ection Agents where indicated on Schedules rA1EITE Professional E ineerPE En inee in Training_ CI Amerticati Concrete Institute Certified Concrete FieldTesti Technician WS Arnericah-weiding SoCiety Certified Welding Inspector ASNT Amerlea' Society of Non-Destructive'Testing-Level U 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 1101 Statement of Special Inspections SEC=1999 Schedule of Special 113pection Services Sheet 2 of s Soils and Founditlons Project GCR Truck Tire Center hem Agent No. Scope QUAH 1. Shallow Foundations 2 Visually inspect foundation bearing elevation for conformance to Project Drawings/Specfications. When necessary, conduct cone penetrometer or density testing to confirm findings. 2.ControUed Structural Fit 2 Visually inspect all structural backfillin operations and conduct field density testing for all compacted fill within the building perimeter and adjacent to exterior of foundation walls. 3. Deep Foundations N/A N/A 4. Other N/A N/A SECICT Form 101 • Statement of Specie!Inspections • OSEC/CT 1999 Schedule of Special Inspection Services Sheet 3 of sCast-in-Place Concrete ProjeCt GCR Truck Tire Center Item Agent No, Scope Qualit.) 1,W Design 1, 3 Review mix design for conformance with Projeet Specifications. 2. Material Cerllfi=Wn 1 Verify all materials used eoflform with Project Specifications, 3. Reinforcement installation 2 Inspect all reinforcing prior to placement. of concrete. Verify conformancg with approved drawings and ACI specfications. 4. Post-Tensioning Operations N/A N/A S. Batching Plant 2 One initial-visit to verify batching procedures and use of approved mix design. Bi-monthly visits thereafter. 6. Formwork Geometry 2 Visually inspect formwork prior to placement for concrete. 7. Concrete Placement 2 Visually inspect all concrete placements. Test air, slump and temperature of concrete Verify all procedures conform with ACI ed' icationg.8. Ewtuation of Concrete 2 Cast four (4) compression test specimensStrengthforeachfiftyyardsor-portion thereof.1 Cpnduct field testing for:_slump;- temperatur. and air content for conformance with Projec Specification section 2.2A and ACI criteria9. Curing and Protection 2 Verify curing procedures are in accordance with ACI specifications. 10. Other N/A SEC/CT Fortin tot • Statement of Special Inspections • OSEC/CT 1999 s ' 1 Schedule of Special Inspection Services Sheet 4 of 5 Masonry Project GCR Truck Tire Center PI.em Agenl No. Scope inNENNEW Quslif,) MatQrtai CBrtiAcalion 1 Verify all materials used conform with Project Specifiacations. 2. MWng of Mortar and Grout 2 Verify that correct type of mortar and grou are used and that mixing and proportioning are in accordance with ASTM and ACI specifications. 3. Installation of Masonry 2 Visually inspect all work for conformance with approved drawings and ACI specificatio s. 4. Reinforcement Installation V 2 Visually inspect installation for conforman e with approved drawings and ACI specifications. S. Grouting Operations 2 Verify grouting conforms to project and ACI specifications. Cast test specimens as detailed in item 7. 8. Weather Protection 2 Verify cold weather construction confofms t ACI specifications. 7. Evaluation of Masonry 2 mortar: One (1) standard test specimen for Strength each days work. Grout: Cast one (1) prism test specimen fo each days work. 8. Anchors and Ties 2 Verify anchors and ties are placed in accordance with'drawings and specifications 9. Other N/A SECICT IF&m 101 • Statement or Special Inspections • OSECICT 1999 Schedule of Special Inspection Services Sheet 5 of 5 Structural Steel Projeet GCR Truck Tire Center item Agent No. Scope Quallt. 1. FaOricatorCeffcatlaff: 1 Prior to Fabrication verify AISCQuallyContmiProcednresCertificationandreviewFabricator Quality Control Procedures. 2. Material Certification 1, 2 Verify all materials used conform-with Project Specifications. 3. Open Web Steel Jots: N/A N/A 4. eons 2 Inspect all shop and field connections for conformance with RCSC Specifications. Visually inspect_ fifty percent (50%) of Sho welds and one hundred percent (100%) of Fie d 5. Welding welds for conformance with approved drawin 2 and AWS specifications. Conduct Ultrasoni Testing on all complete penetration welds magnetic article testing on ten percent (10%) of all remain' g welds. Verify all shop and field welders are curr tly 6, Shear Connectors certified in compliance with AWS standards. N/A N/A 7. Structural Details 2 Inspect all framing for conformance with approved drawingp -and project specification . Verify conformance with AWD and AISC specifications. a. Meta!Deck 2 Verify metal deck attachments are in accordance with drawings and specifications 9. Other 2 Visually inspect column base plates for acceptahle bearing. Cast at least two (2) sets of standard grout test specimens during grouting of base plates. SEC/CT form 101 • Statement of Special Inspections OSEC/CT 1999 r May 13, 1999 Via Federal Express F Mr. John Collins Yrr " Chief Building Officer Town of South Windsor 1540 Sullivan Avenue South Windsor CT 06074-2786L0U1S P E R R Reference: LPA Project#2130 N74ASSOCIATESSUBJECT: Bridgestone/Firestone pCenter I N C. • 165 SMOKERISE DRIVE Dear Mr.Collins: WADSWORTH,OH 44281 PHONE: (3 3 0) 3 3 4-15 85 Per my conversation with you on Wednesday,May 12, 1999,1 agreed that the best FAX: (330) 334-1658 approach in classifying the,Bridgestone/Firestone Truck Tire Center as a non-separated www.lpa-oh.com use-group S-1,with type 2C construction.E-MAIL: info@lpa-oh.com Allowable Area Per Table 503 is as follows: S-1 Warehouse 8,400 square feet per two-story 30 feet high Per Section 506.2—Street Frontage Ins S-1 75%perimeter x 2%= 150% 150 x 8,400 square feet= 12,600 square feet Per Section 506.3—Automatic S er System Area Modification is as follows: S-1 200% increase= 16,800 square feet allowable Allowable Adjusted Area is as follows: Base 8,400 square feet Street Frontage 12,600 square feet Automatic Sprinkler ,46,800 square feet Total 37,800 square feet Actual Square Footage is as follows: Existing Office 3,365 square feet Existing Factory 12,030 square feet New Warehouse 12,160 square feet Service Area ' 7,200 square feet Project Total 34,755 square feet HAFUM\D0CS\2130\Co11ins=y13&C ENGINEERS' ARCHITECTS, PLANNERS MANAGERS Mr.John Collins Page 2 May 13, 1999 Since we are below the allowable area,we request the elimination of a fine wall between the new and existing construction and propose to maintain this wall as a fire separation only. If you have any questions,please do not hesitate to call. Sincerely, Paul Burlij Project Architect PXB/nam cc: R.Misutka File 2130,7.01.1 HAMESOOM2130\Collins may13 doc TRI-STATE MATERLALS TESTING LAB INC. COWEMCUT vnnsim t21"710-NORTH KgPL F0 CONNECTICITT 00492•(203)949-7733 941PFAX(203) -7735J Tff Client: DesignTee Jt4 Report#: 056 Page I of I 17 Sparks St,Date; 09/24/" Plainville, CT. 06062 Inspector: Paul D. Werner Project: GCR Truck Tire Center Contractor: DesignTcc Sample: Soil Fill Test: In Place Density Test-In Place Moisture Content Metbod: ASTM D2922 - ASTM D3017 OWN N; ilt1.7:4 N Ni com*:x Pfwo..........M..0, :;Dx.,A Test 1-9 taken at the North lot area for pavinst at,finish grade I North side of Parking lot area F(3 3.2 147.0 150-3 97.8 2 FG 3.4 145.5 1503 96.8 3 FG 3.6 149.2 150.3 99.3 4 FG 3.4 147.3 150.3 98.0 5 FG 3.5 148.4 150.3 99.7 6 FG 3.5 147.0 150.3 97.8 7 FG 3.0 145.5 150.3 96.8 8 FG 3.2 146.7 150.3 97.6 Remarks-, FG Finish Grade Mat rial Type: Grey process Proctor Dated: 09/24/99 Max.Dry Density: 150.3 Min.Comp.Req. 95% Optimum Moisture: 4.6 Complies; Yes Reported To: DesignTec Inc., Salamoine Associates The aba" d is the Progeny oedw elleffl. Submitted By: Tri-State Materials Testing Lab., Inc.pwilliaN11111diet,w"Motwfialp Tolit"N La".We. TM-311kn M111011111119 ex"Und 107*vimi Neal J. White, P-E 1V5W YOU CM 0 LOM SLOW WHOK 141 0 WAUMMOM Cr DOVM Ma Vur w ro THE MT_ A*. TRI-STATE MATIERULLS TESTING LAB INC* CONMCMCU'r DIVISION 121'2-NOM PLAINS INDUSTRIAL ROAD•WALLINGFORD,CONNECTICUT 06492 9(203)949-7733 • FAX(103)949-7735 Client: DesignTec Inc. Date: 09/25/" Page I of 1 17 Sparks St.Inspector: Alberto Jimenez Plainville, CT. 06062 Contractor: DesignTec Project: GCR Truck Tire tenter Report: 057 Sample: Bituminous 4.1 To3-::<' '3:300 13 lane fTom North W/D a's comp W/D WCOMP W/D %Comp W/D %Comp W/1) %CoITIP to South I North Parking lot 154.7 96.1 155.9 96.8 157.5 97.8 2 156.2 97.0 154.6 %.0 1551.2 96.4 3 154.7 96.1 156.5 97.2 155.9 96.8 4 156.2 97.0 156.3 97.1 157.1 97.6 5 1553 96-5 156.9 97.5 155.9 96.8 6 154.9 96.2 156.1 97.0 155.9 96.8 7 155.9 96.8 156.8 97.4 157.1 97.6 8 157.4 97.8 156.8 97.4 156.5 97.2 9 155.5 96,6 156.5 97.2 157.4 97.8 10 156.4 97.2 155.5 %.6 156,8 97.4 11 155.9 96.8 157.8 98.0 156.9 97.5 12 157.0 97.5 156.0 %.9 156.5 97.2 13 155.9 96.8 156.5 97.2 157.0 97.5 Remarks: Tests were taken at North parking lot ofjob site. 13 lane from North to South. Material Type: Asphalt Marshall Dated.-09/25/99 Item# Max.Wet Density: 160.9 Min.Comp.Req. 96% Complies: Yes Rqmrftd To: DesignTec Inc., Salamone Associates The above,epcw "to the property 9fiM diem Nn%*44htirTO-Suft Makria(w Txstin$Lab.,hoc. Tri-State MaWish TwIiRV WAPU W h8bifityftr WUrk Submitted By: Tri-State Materials Testing Lab., Inc. vxmwd by Nerd J. White, P.E NZW TOM CM 0 LOM BLAM IDOOK V4 VMALMFCWM CT 0 OONM DIE Por as 70 rFff marr- ALI$ TRI-STATE ALATERIALS TESTING LAB INC. ccwmcncw mvisioN 121'7-NORTH PLANS INDUMIAL ROAD•WALLINGFORD,CO"CTICUT W92•(303)94OL7733 •FAX(203)9419-7735 Client: DesignTec Inc. Date: 09127/" Page I of 3 17 Sparks St.Inspector; Emil Zorca Plainville, CT_ 06062 Contractor: DesignTec Project: GCR Truck Tire Center Iteport.. 058 Sample: Bituminous X-N XI t:: I K.':XP 44:6•'44:40-PN:- 4 k.:X,5:. D. 13 lanes from North *1D %Comp W/D %Comv- D %COMP w/D %Comp W/D %Umnp to South- F I North parkinj lot 150.4 96.7 152.0 97.7 2 149.4 96.1 151.6 95.5 3 152.1 97.9 149.7 96.3 4 150.1 96.5 149.9 96.4 5 152.4 98.0 151.8 97.6 6 149.3 96.0 150.2 96.6 7 151.0 97.1 149.6 %.2 8 149.8 96.3 149.4 96.1 9 151.1 97.2 150.6 96.8 10 151.3 97.3 150.4 96.7 1 11 151.0 97.1 151.4 97.4 1 12 150.6 96.8 151.9 97.7 13 151.2 97.2 L 150.1 96.5 1 Rem rks: Material Type:Asphalt-Class II Marsball Dated:09/25/99 Item 0 Max.Wet Density: 155.5 Min.Comp.Req. 96% Complies: Yes Reported To: DesignTec Inc.,Salamone Associates Tbeaboof Pat! date WIN&PIOW YOM&POWA. NO mp,-du-lirnafdw&ovedauvhtb&Athemcdo pemlopion arTri-1,114wa Mwiertals Testing Lab,Inc Tri-State Ms"K&U Terting 4mpts sm RaWlifty far v=k Submitted By: Tri-State Materials Testing Lab.. Inc. WAW by v*w. Neal J. White, P.E NEW TOM CM LONG BLAND IDOON,14 WALLYKJORA CT DOVUL DE 1"Prff as ro ME rar- TKI-STATE MATERMS TESTING LAB INC. MWEMCUT DIVISM 121"r MATH PLAMS OWSTMAL ROAD•WAUrNGFOIM.CONNECMCUT 0"92,(203)949-7733 •FAX(2031949-773S Client: DesignTec Inc. Date: 09/27/" Peg 2 of 3 17 Sparks St.Inspector: Emil Zorca Plainville, CT. 06062 Contractor: DesignTec Project: GCR Truck Tire Center Report: 058 Sample: Bitt=inous Wl:oHV Tv 1AnnIN 7 lanes from East W/D corm wM COMP W?D %Camp W/1) %Comp W/1 3 %Comp to West 1 East Parking lot 157.3 97.7 154.5 96.0 2 154.8 96.2 155.1 96.4 3 156.2 97.1 154.8 96.2 4 156.1 97.0 155.3 96.5 5 159.0 98.9 156.6 97.3 6 154.6 96.1 154.1 95.9 17 155.4 96.6 156.4 97.2 8 Access Road 158.8 99.7 156.6 97.3 9 157.2 97.7 156.1 97.0 Remarks:ma!o: Material Type:Aspbalt-Class I Marshall Dated:09125/99 Item 0 Mal.Wet Density: 160.9 Min. Comp.Req. 96% Complies: Yes Reported To: DesignTee Inc., Salamonc Associatcs The abryorepwW data ii*apr*Wworikiciiimt. Teo reproduction ofiMabo"datawklwwdmsol* rWffliA#1OA vF Tr;-%tos Hoarials Tosting Lab,Inc TH-3w4p M4pw4*4 ToW&Ww4w%no HARhy for week Submitted By: Tri-State Materials Lab, Inc, executed by athm Neal J. White, P.E YAW WKK C"T 0 LOM BtAM 0 IDUAW Pq 0 VWULMFOMM6 CT e OOVW at lwmr w rya riff R97", y , au L9 tars TRI-STATE MATERIALS TESTING LAB INCIP COMMCnICUT DIVISION 121"P-NORTH Fx,AJNS MUSTRIAL ROAD •WALLINGTORD,COON' IECT1CUTW92.1203)949-7733 •FAX(203)949-7733 WM . 0. Client: DesignTec Inc. Date: 09/27/99 Pug 3 of 3 17 Sparks St.Inspector: Emil Zorea Plainville, CT. 06062 Contractor: DesignTec Project: OCR Truck Tire Center Report: 058 Sample: Bituminous S•.•,.t.t•.•.k ;:}:•ti:<:'::t::•::•:7+I.:o}f::•Mi>;'::}:<:x:t:kF:::%lk-0:::<•f::31<•F::^.:SI;:R••}*;F:•'. •fibrt r S1'?" s.'. .•x•.,•....... i; :,}•:,,:.:: } k i'.:i;'•:•'Y:7' i'':::y';:h•2„;'y'••t•':}:tt h:}i>'F:rY•}.F.h.:}.::%h.:hMh}:F}:'.Y ..i% '''i;•: i r.,}.+.•..,.•.i...r....i.. .'.......•. v+.... •.•:s.,•.;:•.4 4:•. nr•.F<•:•::.>•2..:<•> '•'F.!•.•>O::•..:.}:h:;•F •:}F•:.::+r..:.} ' t• •,'t., .•x.r:xr.•;o t• '.:> :2'••n•'.::;••t:.;::x, •:S%•:.•r.S:."•:<;: ..:y.R. :;:s}s:t :st::ps7•:.:,:p:o-:•: x::t:::s:': y1 7 // ..t k:f,; ;.7:. •:t•• ik•• .K. ,.•, :s• .•xr:;u t;: 't. .;t.• bx,s ,r.xa:wxo•+•o:::..• f a at 0i:: J •S:' is:: dx';rd:k?i:tl i'F:i.Y••4:SnS•.R:R::'t:syt T: j y{y fl t:'T iiC' ..•• + h::..•.r;:;:: i .. 7 lanes from East W/o %Comp . .ID %comp WID %comp / %Contp W/5 %['otnp to W st 1 East Parking lot 152.5 98.1 149.5 96.1 2 149.9 96.4 152.3 97.9 3 149.3 96.0 151.0 97.1 4 150.2 96.6 149.6 96.2 5 151.3 97.3 150.1 96.5 6 152.4 98.0 150.8 97.0 7 149.9 96.4 151.6 97.5 8 Access Road 150.9 97.0 152.1 97.8 9 151.3 97.3 152.6 98.1 Remarks: Material',Type: Asphalt- Class II Marshall Doted:09/25/99 Item# Max.Wet Density: 155.5 Min. Comp.Req. 96% Complies: Ycs Reported To: DesignTec Inc., Salanionc Associates aa 7'16 rW'Od1G11 m ofdw Ame dam widLa1`*a wit Submitted$ Tri-State Materials Testing Lab., Inc. perminhih vil'TA-Stale M IcrWit Toting t,nb..Au Trl-Stain Materials Tastin* cwb no liability for work y' J[RZtYtiRt by a0aR. Neal J. White, P.E NEW VOR1[CRY UWG 151WD • ID SOM N1 a MWLIN 01M CT • DOVM DI t'Ur US ro ME 7011 t...ompites• 1y es jtI+VVAI LIP" A'V- 4JI&OW., A 1i/LLaj allVllfr /1ti1 t l riaal..! The"Y P'Pap Submitted": Tri-State Materials Testing Lab.,Inc. hern»}#1kin Gr Tri.yttwe Materials Testing Lab,Inc Tri4tite Materials Tasting see"+m Usbilirf fOn we* jupy exewled by others. Ncal J. White,P.E NEW WMK CM • LONG ISLANO • WOOK NJ • VAULINGFONA CT DOWN.DE t rff as ro rmr r"r" No other discrepancics wart noted. Rrimarksa Re a„d To: Design Tec, Salmone Associms Submits Tri-State Materials Testing Lab., Inc Neal J. E Oir Cfl Ft' Tha araw aUes Y stag McPesd d'tlrs dust 1Ve re1lq*d11rs aie ed>d<wiltAa+lttia a0ta fMlrtaatM 4f71t-;awe MastNa Taateti t•x rd4hm hfa m"Tasant wmw"rM uailthy a wak noses by adw a, Q m9w YOM Cm • LONG ISLAND • WOON.NJ • VAUJJNC&OIM Cr + DO IL DE PK4 ALE'IYF' w TRI-STATE MATERIALS TESTING LAB INC. CONt4E=CUT U MION 121**r W TH pL.MM r"U5MAL ROAD•WALLMFORD.CONNeCTZCUT 04492•t:031949-7733 - FAX(30,3)949-771; SrhOq . ta'iM .q Client: DesignTec Inc. Report#: 058 Page 1 of 1 17 Sparks St.Date: 09/27/99 Plainville, CT. 06062 Inspector: Emil Zorca Project: GCR Truck Tire Center Contractor: DesignTec Sample: Soil Fill Test: in Place Density Test-In Place Moisture Content Method: ASTM D2922 - ASTM D3017 Y Gn':::tK...::}•;.{1,;.,::.:::;:•::.:::.:..:'::::'.•.:T..nn:•4Y;•$;1..:.K q:Yn;•};.;.: t:r C7C iS'G J. ¢A3if';.q; O::q'. F1}1+Y:Si r,• •S:A{w;T.;:{;k.;:.•p)•:'r <.r,.) •'S M•: •.+.•.4r....•r{.J.i•..:J x $:,:t i:.1+: ... .. '.:Y,.t.......5•r.:.9:i:i$:•::0:::,; :Y A f.•.4.•...kl ..),fltii•}: t4:.gIA4.xY^:J,•$/T:•gl:{^ Q f';'i:.'.:1•Y,C:!:.•r,;{.n}}' ,:4.J...•.•;...•...::"..H •.,.:.......v ;' •.:;.,f.::l.t:i$:+,:}}..• ...J ,:%T')'x:.:.::x•.•..}t •y'a':Y.YG"'!:t•t b>?:4i:Y•r1 Y14.;F,1<f .:.)J: '•:5::$:.:.}:4:.:h'n:4 R ::G: {•kG:.M;T' .i•%.}': +q A•.' •.;R; %:. rr//..yy.. JT4 •Y AYlI .t: L.x Y:t• if'' ,'c'' fix i:r q,..y $:.i. ..Y.Y :.S:Y: i4•f l•.+1:.•.4.i...: R:Y•{:'.:tie;:xt; .r•r.. '.`.: :.:i,;•.:,,i::..:r$;:+r.:..:: .:.,:. ,7^i+:5:',i.iR?': .;•.... F.;. ..;., 1'. :Tests 1 b taken,at East parking lot FSG 3.2 146.3 150.3 97.3 2 Base FSG 3.0 145.2 SU.3 96.6 3 FSG 3.1 147.6 150.3 98.2 4 FSG 3A 146.5 150.3 97.5 5 FSG 2.9 148.7 150.3 98.9 6 FSG 3.3 147.0 150.3 97.8 7 Tests 7-10 taken at Access Road FSG 3.5 145.4 150.3 96.7 8 Base FSG 3.2 145.8 150.3 97.0 9 FSG 3.3 147.5 150-3 98.1 10 FSG 2.8 148.5 150.3 98.8 Remarks: Material.Type:process material -Barrow Proctor Dated: 09/24/99 Max.Dry Density! 150.3 Min. Comp.Req. 95% optimum Moisture: 4.6 Complies: Yes Reported To: DesignTec Inc_ 891arnnne Associates tilt#Wvxrwouda M6 ale prw+"Urdwsl.mk. 4=w*%Owttbse1c Submhfmd Ay: Tri-State Materials Testing Lab.. Inc. pennialm ofT6-51r1e*Ul iah TOWRE Leb..it• Tci-StabNtdWWe'1'eWy WCOFft nolmaruly W Wit ex Nd by elhen.Neal J. white,P.E mtW Ybb[CITY + LCNG ISLAND • UNSCft Pff ' W LLING10RA CT • 00VUL DE rwT us ro ME TEST" TRI-STATE MATERULLS TESTING LAB INC. cowmCmcm DrVISM 1WP"NORTH PLAR4 MMSMAL ROAD WALLINCTORD,COTMUICUT 06492.1203)9494733 •PAX(203)P49-7735 IL Client: DesignTec Inc. Date; 09/27/99 Page 3 of 3 17 Sparks St.Inspector: Emil Zorca Plainville, CT. 06062 Contractor: DesignTec Project: GCR Truck Tire Center Report: 058 Sample: Bituminous 77I.kl 4 . m East WM %Camp WID %camp WD comp WA) 0/* w/1) %Comp to West I7Ian3fro I I-East Parking lot 152.5 98.1 149.5 96.1 J_ 2 149.9 96,4 152.3 97.9 3 149.3 96.0 151.0 97.1 4 150.2 96.6 149.6 96,2 5 151.3 97.3 150.1 96.5 6 152.4-"- 98.0 150.8 97.0 7 149.9 96.4 151.6 97.5 8 Access Road 150.9 97.0 152.1 97.8 9 151.3 97.3 152.6 98.1 remarks: Material Type:Asphalt -Class 11 Marshall Dated:09/25/99 Item# Max.Wet Density: 155.5 Min. Comp.Req. 96% Complies: Yes Reported To: DesignTec Inc., Salamone Associates wsiWon cf Tri-Sum MamielsTaft Ub.,Inc U-StIN MUM915 Tool%aco"a so fiaWlly for vmrK ola Submitted By: Tri-State Materials Testing Lab,, Inc, txwumd by kuhm Neal J. White, P.E NEVI VORK UTY a LONG SLAM 0 UNMKW,NJ a VA*JLLVMPCPM CT w DOWS.OF, Pfff as ro YNE"Sro a# TRI-STATE MATE3tMS TESTING LAB INC. co"HwC. cm DiViiiON Jai'?'W=M PLAINS INDVS WAL R0A0•WM-LMF 1W.CQNNTGTICVr 06492 1203)949-"733 - FAX(7ai)949•7733 Client: Design Tee Report#: 054 17 Sparks St. Date: 09/25/99 Plainville, CT. 06062 Inspector: Salab Al-Bakkri Project: OCR Truck Tire Center VISUAL IN CTION OF MASONRY WALL S As per the Client's request, we were dispatched to the above mentioned project to visually inspect I nasonry Wails- 12"CMU wall on Cr-Une between 11.1 & 11.7 was up to 27 courses. Reinforcement was in walls(no discrepancies noted). 12"CMU wall on G-line between 11.7& 13 vertical reinforcement in place. Bond beaux with 12" x 16"dimensions was not in wall as per detail. C/A-22. Wall was up to 21 st course. Super notified. No od=discrepancies were noted. Report To: Design Tea,Salarnone Associates Submitted Bv: Tri-State Materials Testing Lab., Inc Neal J. E IV is ohs w..sv a[w cY tvo raN+ba afon arm..r w ar+Waa..wpe.a.o.uf'hf-its MWrtal r.ony. T 4 Tear•Itari.r T..m.nr•o u.IliMr lb..wk.R.MwI b oW.s. AL NEW TMK C1Ttt • LONG MLAN4 • WIS M.NI • VA1L:MtWOM CT • DOVES.OF 4 LA re,t q TRI-STATE AAATERMS LISTING IAS INC. CC*CWCnCUT DtVtSION 121'?-NORTH FLANS 04DUSTR.IAL ROAD •WALLDIGFORD,CONNECTICUT 06492-(203)949-1751 •FAX(203)949-7715 Client: DesignTec Inc. Report#: 060 Page 1 of 1 17 Sparks St.Date: 09/29/99 Plainville, CT. 06062 Inspector: Emil Zorea Project: OCR Truck Tire Centcar Contractor: DesignTec Sample: Soil Fill Test: In Place Density Test-In Place Moisture Content Method: AST1V1 D2922 - ASTM D3017 Pa'!:'%.S:!:•F:<eY F;.Q.;.•':L'',Y;::.'.:y,:%+:.4•y;.:Y,•YeF:4^.S a.?:•a;w;'• M::.:$:9• x}:.:i,} e wxe'•.w} K^i;'Sw.••nX '::n r.•q.9 •?:9•I9•:ex i :A.Y::. Y,,••,.•%;n,r.:.::••4a:r:}.OI•::::.na R . i :.}'t•}rx0: 77' S:PI•}:M• :IR I..;...rf'•v'!••'•.K.„•Q}:.:2:i;:^:lx:ik:':•: I• i,Yii•a'f:4 fi.rr};n}t4 'iti,9.••:•. 9 a:r <fi;.:,, s.0 n :£. t%d;++}}:,A xe.o-}. •.t:FKp•£,Yxy. :6r`...R t• l:: +t•::....::.::.:.:.::.;. ,.<::::q:a•;a;..... .':..s•>::i:•wta };:•.yx'•'•F•e•.^ a.::%, rxo'•o-.:R•faixi;q.Rrw;:>.s :q:f:a:J1:q,ir..,;::,:a;.s.:,'k. x•.,,:,s;,:,r; r.4•::,i•,•R';".°...,;..}r:s•};o-r:o:>:e;•;•;•;:{;r.ii r.o....}{.•x.t..::SR,••rx.q.>.tHos};ii,xt-s+.R.::. :,t::0 F'gx,,;:;s: ;>x•x•: Rro'3;":i:a•.:;,> e:sK..x.::q re.r.sds!Nt Aq:xyq;Rxw Sx k M :q 6: 0'tA rF:}.S x<h'K:i r:+',•;.i ::x.r.,..a;.••;.r:.S:k:4:il::';++ x LY••e•.£:SlY •v:• 7rky. C7I0yy• • i Y :.I•:. Y'. S s::;x.:yk r'}:;'r':.•.:i..K•:•:'{:[:::e' '%..KaAe'••''!`w:}:?'%%+}'O.w%O•+„v: >i F. , ,'„ ^l•,'.<:r '1J.N% :• f G[.Y.i......,•..:r:.:.:.7::1..•.:.'•:•.•.. •r:..;:•::}•::•r:SH•:!.x•I::i f'.:{.+r:al•::.r:C...v,.y...:N F:{..••x.••Fx;ill•FI'•fi.....Y. .i::q%Y...;.i%S;,}.•a:::}:@x•i f•.x.,,.,,; n:•....,.;.•..2:.;•, .•....••.::••.••,•,: •:s:•:;•::4:o:•:s::s a.:tit. %f;a,Fr4xt••Ss!.ar:Q.y..'f: }:.f:9•'rf 4: Y:f:?.f;:£:•. e';s,w 1 r:;:x..Y:F.,.sr.;o-:e,;...:r.>. r, ..r:...4..•••;,if,Fa..i,f.r.S. .:::{,r:.s:4:•o-:•k4aS££ir:+:a.f:;q.e!%et;ik.f•o-f• ,k.,.• t.a:e:FY7::k:;a:k•}:,.r r:r::,:: ,:.k.:,•::•:.::;:,: r r:•::!:'<iA:::)rF:}:a:.y:Y.a;:.f;.,.; a'Kar Rp'i•..:qJ.l:a:.R•f: L,,. ;,:.••:N•:'.::::.:....:.•r:••:. o:...F,:':... 9• rrr kKf>:q:k::rf?:q i: 1 Tests 177 taken at South RaLkiLniz FSG 3.1 147-7 150.3 98.3 2 lot- Base FSG 2.9 146.5 150.3 97.5 3 FSG 2.7 145.2 150.3 6 4 FSG 3.0 146.0 150.3 97.1 5 FSG 3.3 144.8 150.3 96.3 6 FSG 3.0 145.6 150.3 96.9 7 FSG 2.8 143.9 150.3 7 8 Tests 8-11 taken at loading dock FSG 3.3 143.8 150.3 95.7 9 area- Base FSG 3.1 144.3 150.3 0 10 FSG 2.9 147.1 150.3 97.9 11 FSG 3.0 146.4 150.3 97.4 Remarks: M terial Type: Process material -Bormw Proctor Dated: 09/24199 Max.Dry Density: 150.3 Min.Comp.Req. 95% Optimum Moisture: 4.6 Complies: Yes Reported To: DesignTec Inc., Salamone Associates Tha above ra wi dw Is at prop"octhe dieN. No nMmdwfm orthe&&ae dm+ri#'VA*•wN Submitted By: Tri-State Materials'Vesting Lab., Inc.p9 unit Riao T-State MaTarlala Tanln Lab.,tha Tri-3mM M*W1ele 1'whr4 aooepb Ao 11a011try tar vwarft twbr wMra• Neal J. White, P-B NEW VO CJn • U MG M1A1MD 10MM MJ VAUIVINOWA CT + DOVIL DE Par as 7n Tfir mr- Tri-State Materials Testing Labomt ry Inc.FAX 121 M.Plains industrial Road Unit P Wallingford, CT. 06492 Date Number of pages including cover eheet To:From: c.rr Phone Phone 203-949-7733 Fax Phone Ila d '/ ! 1 Fax Phone 203-949-7729 CC: C] Urgent for your review Reply ASAP Ioase comment 4CA If you do riot mcelva all per,Plselse call 203-M-7733 importwft This laosimile is Intenetad only for the easy of the individual or entity to which it Is addressed and may contain information that is priyilped,donfldendal,and eKempt from disdosure emder applicable taw. If the reader of this facsimile is not the intended roolpient,you are hereby rw Med that any dievernmation,dstributlon,or copying of this communicaftri is strictly prohibited. Ifyou have received this eononunicadon in error,phase nobly us Inurnm iately by telephone and return this faWmile to us at the aboy address via the United States Postal Service. Thank you. TRI-STATE MATERMS, TESTING LAB INC. COWMc [CUT DIVISION 12t'T"NORTH PLAINS rNDUSTi1,sAI.ROAD#WALLMF0RD,CQNKCT1CLrT 06a92v t203)949-7735 • FAX(203)9.t9-7735 N . 1 Client: DesignTec Report#: 053 17 Sparks St. Date: 08120/99 Plainville, CT. 06062 Project:GCR Truck Tine Center Contractor; DesignTec Inspector: Al Jimenez Weather: Clear Temp.: 87 Daily Masonry Observation Cbecklist At our clients requ st a job site inspection was made on this date to observe the masonry wall construction, The following data is the result of our inspection: Fle"went Observations Yes No Yes No Are the units clean and X Is]4w lift grouting being used X Are the units damageder disfig ued X Is high lift g"finS beina,used X Does the contractor cheek level and plumb X Is the trout being installed as specified X Is the horizontal reinforcing being used as Is the vertical reinforcing being used as specified including all details X specified including all details X Are the completed walls protected from Are the completed walls secured at the weather at the end of the workday_ X the end ofthe workday X Is mortar used within the time spmified N/A All mortar joints being finished as specified N/A Mortar and Grout observations Mortar-keguired Strength Yes Nv Grout-Required Streno 3000 PSI Yes No Is the mortar mixed on site N/A Is the grout mixed on site X Is the mixing water clean NIA Is the mixing water clean X Are all materials clean and covered N/A Are all materials clean and covered X Are the manufacturers instructions being Are the manufacturers instructions being followed NIA followed X Is the mixing time within specification NIA Is the mixing time within specification X Is the sama operator batch in every batch N/A is tha same operator batchinj every batch X Sampling Method per Specification NIA, SamplinA Method Mr S ification X nmcnts: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation Results of Compremiont Tests Performed Specimens cured per ASTM CS I I te,of Material: Mortar Groat 0 Typa of Specimen: 2"x2"x2" C) Cyl.3"x6" M other Prism 600 ation(s): CMU wall grouted at all door openings on column line G courses 7 thru 10. Larks: For: Compressive Strength 3000 P.S.I. Specimen nsf CoSt Date Daft Apt Forst Comp, Submitted By:Tri-State Materials Testing Lab. Inc N Received Tested Tested Lad Strmgtb(PSI) 74051 08/19/99 0=0199 081261" 7 23,000 2555 Neal J. Whitc.P.L 74052 o8119/99 08 0/99 09/17/99 28 28,500 1 3 X 60 74053 03/1 /99 089r20199 09/17199 28 29,0001 1220 e 7r 1b*rr*pwty or tho ctlawr. Nw r p.. .r.re 4wM cafe Mahn"4f MagR"AW"rWWrd&M MWUte hutertsh Tnaq aeeyte as U&Wq Hr wwrk aWrted yslim. NEW ERR C>!Tr LONG I"APM •ty4lfw",K1}a 111 AiLImGi cum cir • DOVIUL OE rrM47 a7 r 7W TES 6595 I, Marjorie Anthony, Chairperson of the South Windsor Zoning Board of Appeals hereby certify that on September 23, 1999, the Zoning Board of Appeals granted to: Bridgestone/Firestone,Inc., d/b/a GCR Truck Tire Center, 283 Burnham Street, East Hartford, CT.,two varainces to section 17.8.8: 1) to allow a second building sign 110 sq. ft. (one building sign allowed); and 2) a free standing sign 50 sq. ft. (24 sq. ft. allowed), I zone. on premises located: 260 Chapel Road and more particularly bounded and described as follows: Beginning at a point in the northerly sweet line of Chapel Road, which point is thesoutheasterlycornerofpropertyhereindescribed; thence running in the.westerly direction following a curve to the left hatiing a radius of one thousand five hundred sixty and eighty-eight one-hundredths (I560.88) feet a distance of ninety-eight and seventy-nine one-hundredths (98.79)feet to it point:roaringaring North 2200215" East a distance oftwo hundred forty-three andfourteenone-hundredths (243.14)feet to a point; thence running North 76021'l5" West a distance of two hundred eighty-four and ninety-eight one-hundredths(284.98) feet to a point; thence-running North 38*391.00" East a distance of two hundred eighty-nine and seventy-four one-hundredths(289.74)feet to a point; thence sunning North 34044'30" East a distance of two hundred fifteen and fifty one-hundredths(215.50)feet to a point; thence.iv=g South 64759'00" East a distance. of axee hundred seventy-i:ve andnoone-hundredths(375.00)feet to a point; Y thence running South 33042'45" West a distance of six hundred forty-seven and eight one-hundredths(647.08)feet to the point and place ofbeginning. OWNER OF RECORD: Sumitomo Bank Leasing&Finance Dated at South Windsor, Connecticut this 28th day ofAugust, 1999. d.r. Marjorie thony, Chairperson PLrBLIC ACT#75-317 PCT — It 1999 Received for Record this day of 99 at j a"5_o VOLUME I 1 1 PAGE TOWN CLERK TOWN CLERK TO THE RUIUNNG DEPT. Towl n, "'I'M V":.q MN This certifi d that th?r. I,oe copies of the prcpc)s,2j bUl':Mt6 to L', erected at Rc ta g o tk.—r v.;t h ai Ir,1. 1lllr filed vith pi n ,d j;r t 'j BUli-J;.,g '[,a It t I 'S , a Issil,d by tl-e rW F.C." Of t!'IS ppLC,tjtm and tiii I I I 'I mE permit Signed lhis p( n i r,,)r,-v,,d subloct to th c nd li tt ord, Y:, d rji r,gul,.ifri,, U ildj,,2,e Ccmd,lioo 11w ,,:proved UIICSC- Lh Dutl,twr: i ct)r I- miler Ac rt-6 Iro'.1i C- jo Ind erecter at tnK °r alt; Ctt,vifhr'r s 'h ,rir gtrPet r,:dl 7 H prnrlt to l: l,.,rla"Co rif l b_ttdl Y n or-J t: t,rj Il t 7drrF;ul r,i,. t>,lloln6 beL vr"d flt sc tll J With 1'L '1 tJr CIc;rFn1t No J