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1640 John Fitch Boulevard
Application No. 7469 Permit No. 7169 a TO THE BUILDING INSPECTOR of the TOWN OF SOUTH WINDSOR, CONN. K . . hereby make application for a permit to (erect ( 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., 19/'. 0 9 Signhere ....................... ... `........ Address,Z.,-,.. . ....:c1.,0-4,0-z-0.........COf...... 7' Location? .. .. ......................... ............................. r..............side of? Y.....s 7.4..V..v....... 5......L Nearest cross street' i.l,Y/........ (r.E.'.............Street No. .............. ........ ................... Lot No. ........................ . Owner of land is?C s..,,, R .t.r.. Address T......... ... ....t, Address .. ...... ......................................................................Owner of building is? . .'. . ............................................... 40........... s- '',+ .c it d Builder is? 4 / f. < ....... EWrzzPe Addreu ' 44 Dimensions of building. . a.... .!Feet front? ...Q ... Feet rear? ... -'d....Feet deep? Extreme height to highest point of roof? ....... . . .... .No. of stories in height? . Purposeof building is? No. of stores? ...... .................. .. ................................................................. Howmany families? .. ...............................................of rooms? .... .......................... ............................................................... Distance from street line is? . . . ...... .... ...................................from building line is? ...... ................ .......................................... ADDITIONS AND ALTERATIONS Gve Brief Description) G' ..... .....1..Y...........r!a'.0, 0..41.-.",r..r/. 7'' t.. . 7-A'.0.............. .... N. I. Map No. It'd, Y OF SANITARY Ciy4;,CSp 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. 4 Of what material will walls be constructed? .. ..Z — Compositionof mortar? . ..../......;?. .....r..--............... ................................................................. ........ . ... ... . Height and Thickness of Walls Herd Stories Front Walls Side Walls Rear Walls Partition Walla Basement, 4j.. 1st StoryY.............._......................................... ............................1.f..................... ........./.. ................. ..................... .. .. .. ... .. ...... ./. ... . ..... 2nd " 3rd Ad 4th " 5th " 6th " 7th " I...... ....................................... I.,............ .... .. ... ..... ................................... .......................................................... 8th " 9th " 10th...... ...... Material.of Front? C?A<..If stone, what kind? Thickness of Ashlar?Thickness of Backing'. Backed up with what? Arches or lintels over openings? E—~ 4 WOOD CONSTRUCTION. Give Size, Longest Span and Distance Between Centres, of Joists, Girders and Columns JOISTS GMDZU QOLUMNS Floors I Size Longest Span Centres Bridging Size Longest Span Centres Sipe Leng* Centres 1st Floor 2nd.....d.......w._.... _..._..__..._ 4 .... ..... .............. Size of outside studs? ........................................ Distance on centres? ................................................ Size of sill? ............................................. Size of rafters? ....... ......................... Distance on centres?................................................Size of plate? ..................................................... Size of ledgers or girls? ......... ............... .. ...........................................Size of deck rafters? .................................................................... ............... Distance on centres? .............. ........................... ..........................................Size of studs in bearing partitions? .................................................. MISCELLANEOUS Style of roof, flat, pitch, Mansard, or hipped?1,Z.T. ... ............ ............ Fireplaces? ....................................................... Material of roof covering? ... ..l..14 7- Gf' . ... . X.............Material of Cornice. ................... 40/ 0Howisbuildingheated? . o.... Lining of flues? . ............ - ' Thickness of shell of flues. .............. ........................... Any elevators or lifts.? What kind? . . ......... ... ........ ... . ....... .. How many? ... . ... . Any hoistw ? . dHowprotected? .. . ... ................... ... .................. .... ..:.............Total Value of B ilding . . e? ............ When will work be commenced? ... .. u....` ... .. .......... ............rCd........... f(/ .D.. ................. 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 7169 BUILDING APPLICATION Application No. ... ........746..9 east onthe ........................................................ .............. side of John Fitch Blvd. Street. Street No, Owner ..0 S. ..Rea.lt.y. . . ..... ... Applicant Ramans Enterprises CLASSIFICATION This application is for foundation and the balance of plans will be submitted in three weeks . Permit issued on above Application. 9-16-70Date, 19 . . TOWN OF SOUTH WINDSOR BUILDING PERNIIT Date Sept.16, 19 70 Fee Paid $. 3240.00 Est. Value 540,000 20.00 SEPTIC PAYMENT Permit No 7169 on the east side of John Fitch Blvd. Street Street No. G y0 Owner C & S Realty Ramants EnterprisesApplicant CERTIFICATE OF OCCUPANCY ISSUED: Date No. 3995 Fee Paid y$ 3.00 CLASSIFICATION This application is for the foundation and the balance of Plans will be submitted in three weeks. BUILDING PERMIT N°7169 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn. Sept..16, lg 70 M#io to to Tertif1j.9 That Raman'a Enterprises by Ivars Ramans is hereby granted permission to This erpp 1i c at ion is for foundation and the bal ane of plans will be subiaitted in three weeks at estimated value of $ 540 s 000 on the east side of John Fitch Blvd. Street on land owned by C & S Realty Said work to be as described in Application No. 7469 and to conform to specifications and plans filed with said Application, and Building By- Laws of THE TOWN OF SOUTH WINDSOR. Issued 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." Perrndt,No. TOWN OF SOUTH WINDSOR SOUTH WINDSOR, CONN. Permit N 3995 Certificate of Occupa y THIS IS CE IFY that the at No. in the Town of South Windsor, Connecticut, has been r ted and completed in accordance with the Building Code and Zoning Regulations of the T of South Windsor, and is hereby approved for occupancy. Building Inspec Owner, Builder Fee Paid r Date 19 4803 ELECTRICAL APPLICATION Application No. .....5..........1.1.5................................................................... on the ........... east Side of JohnPitch Blvd, Street................................... .......................... ........................ ... Street No. q.Z)....... ................................... C S DistributorsOwner ' Variety. .. . . .-Home.s..................................... Electrician ........•....H.Anderson .. ............ FILED IN OFFICE OF The Building Inspector 3.73.0.77.1..... ......... .................... . ............ . 19 .... ... INSPWTION. VrNo Electrical Work shall be started until a Per- mit Is granted by the Building Inspector. In New Buildings no wiring shall be started until the plumbing and heating pipes, and the fire stops (if of wood) are installed, without a special permit from the office of the Building Inspector. O L` -Z--3 APPLICATION FOR PERMIT TO DO ELECTRICAI. WORII. C 5115 No. .. ....... ...... ...... ...... ...... Permit No. . .48 03.. . ...... TO THE BUILDING INSPECTOR. of the TOWN OF SOUTH W INDSOR, CONN. hereby make application tQ perform Electr cal Work according to detailed description below. All provisions of the Rules for Electrical Installation, Section 48, Building By-Laws, shall be complied with whether specified herein or not. South Windsor, Conn., ......... r..l ...... Z.c ..... 19....7/ Sign here 1.. ......................... .................. .. Address ................... ......... .......... ...................................................................... LocationQ.... -...... r....... .................. ............. ... 1... g..a...... A o ..h..:.....Side of ............ ....:....t ... ............. ....... h Nature of Building How many stories ................................................................................................ Newor old Building ...........1`l... How many families ............................................................................................... Kind of Installation .. a ,o A , How many Stores. ... ..... ..... . ............... ....... .. ............ Owner 1 3 a+ AddressF. .....1....... Y..1..... .1./.............5...... i.......................:.............. Architect .. ...:......I .... ..-r v. z Address fl... ..,.-SAA.............................l Builder .......................... .................... ... ....... . . . ....... .... ..... ......... .... Address .. .. . .. . ......... ....... ......... ............. . .............................................. Electrician 's Y c Address 1 c S1.. .......... ....... .......................... . . G Size of Main Wires ..P.....5..e.. ............ 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 ..t....Q... ................ 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 Receptacles ...... No. of Switches ................................. .... Total Wattage .... .............. .......... Size of Power Circuit .. .. .. .. Total Horsepower No. of Straight Electric Fixtures ....... ........ . ........... ........ .... No. of Combination Fixtures .. . . No. of Receptacles ......................... ................... ............... . . . ...... No. of Cord Drops ...... .................. . ................... ................ .............. Remarks: For other kind of Installation ..... . ........... 5..... ...... .. ............ ,`-... _. ...l..:............... Yr.-!...''.. ... o,.."..... !... ............................................. ............................. ............................................................................................................................ ....... .... .. .. ... . Estimated Cost ... .7...`'-C?........ 741 PLUMBING APPUCATION Application W on the ................. side GE v h_!-`- rr l C L V'D_ Stt+aet Street No. ...... Owner ......._.._._._._.. Plumber ........__. Filed in Office of ne, 19 MAN m r,TIi0 F. No person shall aoostmt, add m or alas =W portion of the drainage "seem of any bu&fiog except to repair leaks) until a Permit is granted by the Building Inspector. Ann'li ti N 11--cation ........................................... Permit N . ...................................... 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 whether specified herein or not SouthWindsor, ......................................................................... 19 ........... sign Add Location .. . .................... ............. .. .................................................... side of .................................................................................................... Street ry ts,, eNatureofwilding0e,... I.........- How many stories I Owner # 1 J.. 12Address.....7, ..! Architect .................................................................................................................. Address .................................................................................................................... Builder ... . ................................. ........................................................................ Address .................................................................................................................. Plumber ...................................................................................................................... Address........................................................................................................................ DRAINAGE CESSPOOLS, How many ... .......................................... .................... Where located .................................................................................................. Are they water tight ... .. .... Of what materials are they built ...................................................... Sizeof pipe from house to cesspool .. ........................................... Kind of pipe ................. ..................................................................................... MAINDRAIN IN CELLAR, Material ................................. Diameter .................................................................................................. ........... Aboveor below cellar bottom .......................................................................................................................................................................................................... SOILPIPES, Material . . ................................................................ Diameter ............................................................................................................... WASTEPIPES, Material ............. ................................................... Diameter ................................................................................................ .............. TRAPS,Type proposed to use is ... ...... .................. . . .. ... . ..................................................................................................................................... RAINWATER LEADERS, where do they run to ............................................................................................................................................. REFRIGERATOR WASTES, where do they run to....... ... ...................................... .....;.........- e................. ........44..............................11 to FIXTURES WATERCLOSETS, How many . ............................................... Where located ... .. ............... ............ ....................................................... Distance from trap to vertical soil pipe ............ ........................... Pattern WASHTRAYS, How many ....- ...................................................... Where located .. .................. ................................................................ SINKS, How many ....................... ................................................................ Where located .. .. ..................................................................................... BUTLER'S SINKS, How many ........................................................ Where located.. ................................................................................................. REFRIGERATORSINKS, 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 If not, is there a window in outer wall ofroom where same ar to be located ........... I............... Estimated Cost -:...............................................d ................. 4077 00 PLUMBING APPLICATION 3866 Applicatim on the ......east ode of Route #5.Sty Street No. ...... Owner C—& ,S Distributors f Plumber _.George E. Mellen Filed in Office of The Building Inrpoct or 5-11-71 19 n 4 XCVON. No person AA canomt, add to or alter any portion of the drainage system of any building except to repair kakis) until a Ple is Wnted by the Building Inspector. Application No....3.86.6 Permit No.4077 TO THE BUILDING INSPECTOR of the TOWN OF SOUTH WINDSOR, CONN. fq/.'2//VA%--j5,kS hereby make application to perform Cplumbing),ccording to detailed description below. All provisions of the Rules for Sanitation, By-Laws, Sections 33 to 47 inclusive, shall be complied with whether specified herein or not. South Windsor, . .........W. .......5................................ 10.I...... Sign here 7.....Address ...... Location ........'Ov.. rJ6..................r.................................................... side of ........................................ .............................. ..... Street Nature of Building ...... How many stones ............azlel....... ................................................. Owner .... ....... Address.....Alt 4................................. Architect .................................. .......................................................................... Address ........................................................................................................................ Budder ................................................................................................................... Address ....................................................................................................................... Plumber ....................................................................................................................... Address ........................................................................................................................ DRAINAGE CESSPOOLS, How many ... ....................................... ................. Where located .................................................................................................... Are they water tight .. ............................................................................ Of what materials are they built ..................................................... Sizeof pipe from house to cesspool ... .......................................... Kind of pipe .... .......... ................................................................................... MAINDRAIN IN CELLAR, Material ................................... Diameter .......................................................................................................I........ Aboveor below cellar bottom .. ...................................................................................................................................................................................................... SOILPIPES, Material . .... ................................................................. Diameter ....... ..................................................................................................... WASTE PIPES, Material ... .......... .................... ............................. Diameter TRAPS,Type proposed to use is ......... RAIN WATER LEADERS, where do they REFRIGERATOR WASTES, where do they run to .. ..... .. TANKOVERFLOWS, where do they run to FIXTURES WATERCLOSETS, How many .. ............................................... Where located ..... ...................................................................................... Distance from trap to vertical soil pipe ........................................ Pattern WASHTRAYS, How many ... .............................................. ... Where located . ... . .............................................................................. SINKS, How many ... ................................................................................ Where located . ... ..... ............................................................................ BUTLER'S SINKS, How many ....................................................... Where located.. ............................................................................................. REFRIGERATORSINKS, How many...................................... Where located ....... ........................................................................................ LAVATORIES, How many .................................................................. Where located ............................................................................................. BATHTUBS,How many ........................................................................ Where located ..............................I...................................................................... URINALS, How many ............................................................................ Where located ........ ... ..................................................................................... Are water closets and urinals to be local vented If not, is there a window in outer wall ofroom where same are to be located ........ Estimated Cost A..O.... .. ......................... PERMIT # Application For 3790dDEPARTMENTDECISION C 4012 Heating Permit O 3 APPLICATION IS HEREBY: DEPARTMENT OF LICENSES AND INSPECTIONS N APPROVED DISAPPROVED TOWN OF SOUTH WINDSOR 1-18-71Cd 00 DATE CHIE SPECTOM APPLICATIONS MUST BE PRINTED OR TYPED. BEGIN WITH NUMPER ONE BELOW O 4-' ? C 1. LOCATION OF JOB tx, TG 1, L r,14n_ Cd A NO. STREET 1 LOT IfO. FLOOR APT. NO. O OLV 0 2. OWNER Cd-S 0)ST1e,balo e S O 3 ADDRESS tuo-57'enn IS11-- be V 4.PHONEmCAr 7S. 'APPLICANT W LEE -&4, T P-,Q-1J i7/l4LC G Is. ADDRESS /O 7 4(,4e Za t 7.PHONE--)J2 0 'z 4-3 - o S. LICENSE N0. O a C 44-; s. EXPIRATION DATE OF LICENSE ! l - 7 c 4 0 to. ESTIMATED COST S 7,j'©oO o o 11. 1S THIS A CONTRACT COST? YES NObU O 12. FEE ENCLOSED S P 6 r ri.t 7169 rig 13. TYPE OF BUILDING: RESIDENTIAL C COMMERCIAL C 14. TYPE OF JOB: INDUSTRIAL ORIGINAL ALTERATI 3 r--r INSTALLATION A DIT ONON REPAIR APPLICATION FOR HEATING PERMIT (Continued from Reverse Side) 7I 11. LOCATION OF JOB Tj K Fl TIL NO. STREET FLOOR APT.NO. 12. TYPE OF INSTALLATION: OIL BURNER ELECTRIC VENTILATION SPRINKLER GAS BURNER STACK INCINERATOR MISCELLANEOUS,-lk' CA?Z2 Tc22 Jy IDENTIFY SIZE 4 ` I t,9 eI C) (I Ul% LOCATION SIZE v SIZE 13. OF TANK I - .QCO o OF TANK ,J3 f.'C lE c- 4 S 4hou1 K i OF FILL OF VENT I 14. B.T.U. EQUIP. AT REGISTER 5OE-5- FURNACE MAKE AND NO. PPdU)RMA71 L 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 LEl'1 e NEW OR OLD BUILDING •Ij euJ INSULATED — YES OR N0/JCZ_//?L TYPE OF WALL J3L ZI&4 INSULATION ROOF OR CEILING 61214- INSULATION `Ze-5 AVG. SYSTEM WATER TEMP. B.T.U./SQ. FT./HR. EMISSION INDOOR-OUTDOOR TEMPERATURE DIFFERENCE R 6 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: 1'U12 C/I5L, A I US 4T-g, .C. z5VSpw S K!-S S.4 S ri e 16. HEAT LOSS SCHEDULE. PTO BE INC DED FOR ALL JOBS): ROOM SIZE WINDOWS AREA - SQUARE FEET B.T.U. B.T.U. t DISTRIBUTION INSTALLEDANDDOORSVOLUMETOTALTOTALy NO. LL R OM GROSS GLASS HET WALL CEILING FLOOR CU.FT. AT 70•F CORRECTED j LL RAD. REGISTER L W H ANDIr INFILT.) TEMP. TO F F TYPE AND SIZE OR LEADER SIZE < WALL LtC DIFF. F O w SQ. FT. FREE AREA c- /c/df 12 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:6- C 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. jAPPLICATIONTOBECOMPLETELYFILLEDIN. DATE SIGNATURE OF APPLICANT Application No. 7770 Permit No.7470 . . . TO THE BUILDING INSPECTOR of the TOWN OF SOUTH WINDSOR, CONN. hereby make application for a permit to (erect I) 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., .. , c... ..... ............ 19.21,. Sign hen Address . . ., .... doh/ Location? .. ..6 side of? . ................................................................................................................... Nearestcross street? ..... ...... ..... ...............................................................Street No. . ... ....... ......................... Lot No. .. ... Owner of land is? C..... ..'_5'.......fit/ Address .. ...... ........... .......... ........... ................ Owner of building is? at!` ..Addr Architect is? ..... .............. . .................. 4,.*,,*............ ....... ............ Address ... ....................... ............. ....... ........... ................. . ................... Builder is? . S.G.E7.....St:... ,,...........Addi fSt r- ..... ,'G o. f Dimensions of building? .. Feet front? ... ...... Feet rear? ...... ... .......... Feet deep? .. 0a uu uc height to highest point of roof? ................. ............. No. of stories in height? . Purposeof building is? ........ ...................................................................No. of stores? ...... .................. .. ............................. ............... ............. Howmany families? ... ............................................._...............—__._-No. of roon±s? .... ............................................................ ............ ............... Distance from street line is? ....... ....... ...........................................from building line is? ....... ....... ADDITIONS AND ALTERATIONS Give Brief Description) 0 I ...................... 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 He*ht Stories Front Walla Side Walls Rear Walls Partition Walls Basement, 1st Story 2nd " 3rd " 4th " 5th " 6th " 7th " I............. ....... ......... . ............................................. 8th 9th " lOth..... .. . .. ... ......... . 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 GISDEBS QOLUMNS Floors Size Longest Span Centres Eeidgins Size Longest Spsn Centres Sire Leng t Centres 1st Floor 2nd w.._....._ i .... ..... .............. Distance on centres? ................... Size of sill?Size o outside stu . .................................. Size of rafters? .................................... Distance on centres?............................................... Sue 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? ...................................................... Material of roof covering? ....................................................I.........Materia of Cornice? .............. ..................................................................... Howis building heated? .... .. .........................................................Limn g of flues. ... ............................................................ ............ .............. Thickness of shell of flues? ...... .... ................................ ..................Any elevators or lifts? ..................... ........................... .. ...................... What kind? How many? . Any hoistw ? How protected? .. .. ..... ....... ....................................... .... ....... .......Total Value of Building ... ...c ..-.....1...,......G........0................... 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 7470 BUILDING APPLICATION Application No. .... 7.7.7.0................................................... east onthe ................... ... ................. . .. ........... ..... side of John Fitch Blvd.Street. Street No, Owner C & S Distributors, (Variety Homes ) 14xMxKMXK xxxxu Applicant Kessleb Constr. Co. by Ronald W: Bartlett CLASSIFICATION Install 2- 10,000 ga.l...... ..g.a.s.qline tanks........ Permit issued on above Application. 9-28-71Date, TOWN OF SOUTH WINDSOR BUILDING PERMT Date Sept.28, 19 71 Fee Paid $.18.00 Est. Value . .?550.00 Permit N? 7470 on the east side of John Fitch Blvd, Street Street No. l Owner C & S Distributors ( Variety Homes) Applicant Kessler Constr. Co. by Ronald ar e CERTIFICATE OF OCCUPANCY ISSUED: Date No. Fee Paid CLASSIFICATION Install 2- 10,000 gal. gasoline tanks. BUILDING PERMIT N° 7470 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn. Sept.28, 19 71 T4t,s to to Tertff1j, That Kessler Constr. Co. by Ronald W. Bartlett is hereby granted permission to Install 2— 1Q,QQQ gal, gasoline tanks at estimated value of 255OeOO on the Oaat side of John Fitch Blvd.Street on land owned by C & S Dietributora, (Variety Homes) Said work to be as described in Application No. 7770 and to conform to specifications and plans filed with said Application, and Building By- Laws of THE TOWN OF SOUTH WINDSOR. Issued. Sept.28,9 I971 uild 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." 4050 PLUMBING APPUCATION Application No.3839 on the ......E S T of a.+_..t r.:T !3 c. v o •Suet Street No. ...... Owner ..... C .s Plumber .,`/GAG Filed in C ice of The BWWing 1-18-71 19 n cao. No patron:ball construct, add to or alter any portion of the drainage system of any budAng except to repair leans) until a Plemit s granted by the Building Inspector. 3839 4050 ApplicationNo. ..... .................................. Permit N . ...................................... 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 whether specified herein or not. South Windsor, 19 2J... Sign},ere 1.4............?ye. z01 AddressA.....?..&.. .............. ... .. ... Location side of .......... Street Building ... How many stories ............ ..........................................................tNatureoBui Owner a- tz. -4—'w.......................................... Address ...... J4.......... Architect .........Aler Address ............ ..... .. . . .. . . ...........ja.............................. Builder ....)0-4.1.......... Address ...........2X-oz.... . z.'4 Plumber Address ......... DRAINAGE CESSPOOLS, How many . ................/. ................ .............. . Where located ... Are they water tight - Of what materials are they built ......e e............... Size of pipe from house to cesspool . ..........4;...." I.................. Kind of pipe MAINDRAIN IN CELLAR, Material .... Diameter ..........a".... .......4..................................................................... Aboveor below cellar bottom 0:SOIL PIPES, Material Diameter .. ... ..:'::....V..........-3.......................................................................... WASTE PIPES, Material O.-J. .....t2l...... . ......... Diameter -.4-4..... TRAPS,Type proposed to use is ... ......p.... ..... .... ... ... ....................................................................................................................................... RAINWATER LEADERS, where do they run to ... :ZZ........................................................................................................ REFRIGERATORWASTES, where do they run to ........ ... .............. ...................................................... ...................... ............................... TANKOVERFLOWS, where do they run to FIXTURES WATERCLOSETS, How many ................./0.......................... Where located 1,,,. ...................................... Distance from trap to vertical soil pipe ................:.................. Pattern . . . .. . ........ . .. ............................................................ WASH TRAYS, How many . ..P?............................................. Where located . -AXI-114_'e,(-1 -1 1 -I .. . ....................................... SINKS, How many ........................0.......................................................... Where located . ... ............................' I......................................................... BUTLER'S SINKS, How many ........................................................ Where located, ........................................................I.................................. REFRIGERATOR SINKS, How many .Where located .........—I......................................... LAVATORIES, How many ...............................2. ............................ Where located .... BATH TUBS, How many................................C---?Where located .................................................................................................... URINALS, How many . ....................... ....... ................................... Where located .. . ....................................................................................... Are water closets and urinals to be local vented ed-- If not, is there a window in outer wall ofroom where same are to be located ........ I............... c - e) cjEstimatedCost...ZZ-os!.c.............................. boo c zk TO THE B DING INSPECTOR r APPLICATION FOR TOWN OF PLAN EXAMINATION AND s' BUILDING PERMIT z IMPORTANT — Applicant to complete all items in sections: 1, It, 111, IV, and IX. ZONING AT (LOCATION) 1640 John Fitch Blvd. South Windsor, CT DISTRICT_• LOCATION 010.) STREET) OF BETWEEN Sullivan Ave. AND Strong Road BUILDING CROSS STREET) CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE N 11. TYPE AND COST OF BUILDING — All applicants complete Parts A — D A. TYPE OF IMPROVEMENT D. PROPOSED USE — For"'Wrecking" most recent use Fill 1 N w building Residential Nonresidential 2®X Additi n(lf residential. triter number 12 On*family 18 Amusement, recreati nal of new housing units added. if any. 13 Two or more family — Enter 19 Church, other religiousinPartD. 13) nwnber of units— —— —— 2071 Industrial 3 Alteration (See 2 above)14 Transient hotel, motel, 21 [D Parking garage4 Repair, replacement or dormitory — Enter number 5 We citing (if multifamily residential. of units ——————— —i 22 Service station, repair gmag enter number of units in building in 15 Garage 23 Hospital, institutional Part D, 13) 24 Office, bank, professional 6 Mewing (r location) 16 Carport 17 Other — Specify 25 Public utility 7E F undation only $ 50,000.00 25 School, library, other dueati nal B. OWNERSHIP 27 Stores, morcontiIs 8 Private(individual, corporation, 20 Tanks, towers nonpt fit institution, ate.)29 7 Other — Specify 9 Public(F dotal, State, or eel government) C. COST Omit cents) Nonresidential — Describe in detai I proposed use of buildings,e.g., f ad processing plant, machine shop, laundry building at hospital, elem ntary 10. Cost of improvement...............school, secondary school, college, parochial school, parking garage for, department store, rental office building, office building at industrial plant. To be installed but not included If use of existing building is being changed, enter proposed use. in the above cost 74,500.00 a. Electrical...................... Warehouse Facility b. Pfumbing ...................... NA e.Heating, air conditioning......... $ 66 000.00 d. Other( lovator, etc.)............ NA 11. TOTAL COST OF IMPROVEMENT $ III. SELECTED CHARACTERISTICS OF BUILDING — For new buildings and additions, complete Parts E — L; for wrecking, complete only Part J, for all others skip to IV. E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS 1 30 R Mao my(wall bearing) 40 X Public or private company 48. Number of stories................ 31 W ad frame 41 Private(septic tank, etc.) 49• Total square feet of floor area, all floors, based on exterior 32 X Structural steel dimensions .................... 24,760.00 33 R inforced concrete H. TYPE OF WATER SUPPLY 34 Other — Specify 42® Public or private company 50. Total tend area, sq. ft. ........... 4 Acres 43 Private(wall, cistern) K. NUMBER OF OFF-STREET PARKING SPACES F. PRINCIPAL TYPE OF HEATING FUEL 1. TYPE OF MECHANICAL 35 Gas Will there be central air 52. Outdoors........................ 14 conditioning96 ] 011 L. RESIDENTIAL BUILDINGS ONLY 37 Electricity 44 D Yes 45 0 No 53. Number f bedrooms.............. 38 Coal 39 Qther— Specify Will that*be an elevator? Full.......... 54. Number of 46, Yes 47[K] No boAreems Partial........ IDENTIFICATION — To b compl t d by all applicants Name Mailing address — Number, street, city, and State ZIP code T 1. No. t• Samuel Cohen C&S Distributors, John Fitch Blvd. S.Windsor 528-9371 Owner or Lessee 2. Ramans Enterprises 203 Ludlow Rd. Manchester, CT. 06040 646-0421 Contractor 3. Earl H. Horwitz 24 Jerome Ave. Bloomfield, CT. 242-0725 Architect or, Engineer Th own r of this building and the undersigned agree to conform to all applicable laws of this jurisdiction. Signature of applicant Address Applicati n dot V 203 Ludlow Road, Manchester, CT 06040 Oct.17 1986 00 NOT WRITE BELOW THIS LINE V. PLAN REVIEW RECORD — For office use Plans Review Required Check Plan Review Date Plans By y Date Plans 8 NotesqFeeStartedApproved BUILDING PLUMBING MECHANICAL ELECTRICAL OTHER VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS DatePermitorApprovalCheckObttaainedNumberByPermitorApprovalCheckObDta ed Number I By BOILER PLUMBING CURB OR SIDEWALK CUT ROOFING ELEVATOR SEWER ELECTRICAL SIGN OR BILLBOARD FURNACE STREET GRADES GRADING USE OF PUBLIC AREAS OIL BURNER WRECKING OTHER OTHER VII. VALIDATION Building Permit number 51 Bui Iding 1, P rmit issued ,,/l/19 Building Permit Fe $ Apoc.pv TITLE r TOWN OF SOUTH WINDSOR BUILDING PERIVHT Date Nov. 13 1986 Fee Paid $. .10.,8 0 0 Est. Value $-. —. 90,000 N° 15543 on the side of John Fitch B l vd_ Street Street No. 1 ti d Q C & y DiEstributors Owner mac' R P Co en Applicant I var s Raman s CERTIFICATE OF OCCUPANCY ISSUED: Date No.7R5 Fee Paid $ 3 _n n CLASSIFICATION Warehouse Addition BUHDING PE rr N`4 15543 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. Windsor, Conn, Nov. 13 06 94is 'to to Tertifu, That Raunans Enterprises is hereby granted permission to Warehouse addition at estimated value of s 8 0 0,0 0 0 on the side of 1640 John Fitch B 1 yd. Suva on land owned by SamLp1 Gohp-n — C & S ni s _ri hLtora Said Work to be as described in Application No. 15 8 4 3 and to conform to specifications and plans filed with said Application, and Building By- Laws of THE TOWN OF SOUTH WINDSOR. Issued No v. 13 106 aY` - 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, t wn or borough all costs and damages which it shall sustain, or be compelled to reason therefor." Warehouse Addition 11/13/86 Ramans' Enterprises for C & S Distributors 1640 John Fitch Bled. Permit # 15543 Electrician Heating Contr. M LLFAt EWiK y eAK# 7Oyb Plumbing is SCZ)7y-q&-Ay 7913 Oil Burner C rtificate of Occupancy 7853 Sewer Permit INSPECTION REPORT Permit # —S Job 1 Footing 2 Foundation 3 Framing r 4 Wiring A L FLECTR 5 Plumbing 7 f/.3 9Gd rr,,s A 6 Heating 74go( 7 Lathing 8 C.O. 31 s 6 rYAR NoUS R D)77ciJ INSPECTION REPORT Permit # Job ( 04 O al-! hi-t41J B LY'D. 1 Footing C•4 S. b t57"is 1 tau Tac:?c, 2 FoundationI VY1AwS 1r• 1 3 Framing 4 Wiring 5 Plumbing T Si4y 6 Heating 7 Lathing s C.o. 7cV 5 5 r1 a Permit No. S TOWN"LO`F SOUTH WINDSOR SOUTH WINDSOR, CONN. Permit NO 7853 ifOqte of Occupancy THIS,I$ A T CERfiI7FY at No.tJ in the Town of South Windsor, Connecticut, has M been erected/and completed •in #accordance wit the B ilding Code and Zoning Regulations of the Town of South Windsor, and is hereby app ve f r occupy_ 15ullaing Inspector E Owner;B ' der Fee Paid Date 1 73 ELECTRICAL APPLICATIM ication No. 04 the aide•E Sam Streit No.O q0 Owner Ekctrician (01)-0,yj R J ,-LECT01-C [. r c FILED IN OFFICE OF The Buiming 10"coor 7_ 19 t>rsescr o>K. r sw No Electrical Work shall be started until a Per- mit is granted by the Building Inspector. In New Buildings no wiring shall be started until the plumbing and heating plea. and the are stops (it of wood) are installed. without a special permit from the oMee of the Building Inspector. Electriesl Permit rim -I 7. Master License No. TOWN OF SOUTH WINDSOR Building Permit No. .. Date Fred o? O BUILDING DEPARTMENT Date Final Appr Val APPLICATION FOR ELECTRICAL WORK Electrical Iaspeetoe B LOCATION:/4.s-Oham....F+C6%- C 1L'JC JOB OWNER: Side of ................................._........................................._ Between ............................................._._...................._.... and . Name of Building Owner Address .............. If work is for Lessee--Give name ..........•...............Address Building now occupied as (unless new) IF IRK .. ......._.... .._. No. of family units now Building t be occupied as .w S,L,. ....••__ Number of family units to be Is this work included in a Building Permit? ••-•_•..-••..........•.... Permit Fee o dios PesmitIfnoB Permittee •C /! r G ......,... ..:..... Business Address c. Telephone L •• -S COST OF INSTALLATION• aver end TO BE FILLED OUT BY PERNMEE TO BE WIRED 30 EXISTING APPLIANCES Number f light outlets to be installed Number resent Appliance Circuits ._.....- Number of convenience outlets to be installed •.l ... •.. of Number of switches to be installed . . •••- -- Do these include Range Water Heater Number of appliances to be installed . . . ._-..-- as listed below) Dryer Air Conditioner Oil Burner TYPE RATING NO. Gas Burner Dish Washer Range . . . . . . . . Well Pump Elec. Heaters Range T p . . . . . . Oven . . . . . . . . R.-ARKS: e / Water Heater .G ,v Clothes Washer . . . . Clothes Dryer . Dish Washer . . . . . . Air Conditi sing Motor . Oil Burner Motor . . . . Gas Burner . . . . . . irculator Motor . . . . Attic or Large Fan Well Pump . . . . . . Electric Heat . . . . . Other . . . . . . Number of new Lighting Circuits Number of new Appliance Circuits . . . Number f Heating Circuits . . . . . • Number f Mot r Circuits . Size of present service 7456 PLUMBING APPLICATION 7123 on the ...... aidc of Rt 5 John Fitch Blvd Stseet street mX ...1 Owner ._ C. & S. Distributers ph,,6r Michael A. De Vito, Jr. Fled in Office of The Buildmg imgw or 8/18 I1I8P Oi Oli. No pemm "R construct, add 0 or abw ay portion of dw drainage moo= of ay 6 Wm except to nPdr leaks) until s Be I -it is gmmftd by the Building Inrp aw- 69' APPLICATION FOR PLUMBING PERMIT (Continued from Reverse Side) TOWN OF SOUTH WINDSOR, CONN. 14 0 11. LOCATION OF JOB / 315 J U AJ r ICA 1 t Y D' NO. STREET FLOOR APT.NO. GENERAL PLUMBING 12. KIND OF INSTALLATION 3 S F "' J 13. SIZE OF MAIN DRAIN 14. NO. OF TOILETS STYLE 15. NO. OF URINALS STYLE 16. NO.OF BATHTUBS 117.NO.OF LAVATORIES 18. NO.OF SINKS 19. NO. OF WASHTUBS 20. NO.OF CONDUCTORS SIZE 21. NO. OF STACKS SIZE 22. AREA OF ROOF 23.NO. OF CATCH BASINS 24. NO. OF FLOOR DRAINS 25. NO. OF OTHER FIXTURES KIND 26. ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW?27. SIZE OF WINDOW 28. IF NO WINDOW, WHAT KIND OF VENTILATION IS THERE? 29. SIZE OF DUCTS 30. ARE SEWAGE AND WATER FACILITIES AVAILABLE? SIGNATURE ADDRESS JoN v yf C/CO ,f9 9 a/Q1 0 LICENSE NO.) / ESTIMATED COST TELEPHONE OWNER C1 S ?1 S%R/8 V 7"0 k ADDRESS r So" W,/,e/D S'dR CT" WATER HEATER 31. TYPE 32. MANUFACTURER TANK SAFETY DEVICES 33. CAPACITY 37. TEMPERATURE RELIEF VALVE 34. TEST PRESSURE 38. MANUFACTURER- 35. WORKING PRESSURE 39. PRESSURE RELIEF VALVE 36. TYPE 40. MANUFACTURER ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORIZED BY THE OWNER OF THIS PROPERTY AND WILL BE DONE IN STRICT ACCORDANCE WITH THE BUILDING CODE. C0962 ATE SIGNATURE F APPLICANT PLUMBING APPLICATION on the ..._._......... aide of Saeec Street Na .lam` a o ••1 l,p Pl.ber ... . Filed in Offia of rhe 19-u EN cyoi. No person shall comuu:t; add w at Am my portion of the claimp qmm of my bail&mg apt to repair 66) until a Pk®ic is gmued by the Building Lupe000c. APPLICATION FOR PLUMBING PERMIT (C ntinued from Reverse Side) TOWN OF SOUTH WINDSOR, CONN. 11. LOCATION OF JOB L 0 G'^) A, , 'w"' NO. TREET FLOOR APTAO. GENERAL PLUMBING 7Y 12. KIND OF INSTALLATION V 13. SIZE OF MAIN DRAIN 14. NO. OF TOILETS STYLE 15. NO. OF URINALS STYLE 16. NO.OF BATHTUBS 17.NO.OF LAVATORIES 18. NO.OF SINKS 19. NO. OF WASHTUBS 20. NO.OF CONDUCTORS :14 _SIZE 21. NO. OF STACKS SIZE 22. AREA OF ROOF 23.NO. OF CATCH BASINS 24. NO. OF FLOOR DRAINS 25. NO. OF OTHER FIXTURES KIND 26. ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW?27. SIZE OF WINDOW 28. IF NO WINDOW, WHAT KIND OF VENTILATION IS THERE? 29. SIZE OF DUCTS 30. ARE SEWAGE AND WATER FACILITIES AVAILABLE? SIGNATURE zt ADDRESS Z G Qq J d J ,,.tj/,c LICENSE NO. fa t - ESTIMATED COST TELEPHONE OWNER s ADDRESS Ze le' WATER HEATER 31. TYPE 32. MANUFACTURER TANK SAFETY DEVICES 31 CAPACITY 37. TEMPERATURE RELIEF VALVE 34. TEST PRESSURE_ 38. MANUFACTURER- 35. WORKING PRESSURE 39. PRESSURE RELIEF VALVE 36. TYPE 40. MANUFACTURER ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORIZED BY THE OWNER OF THIS PROPERTY AND WILL BE DONE IN STRICT ACCORDANCE WITH THE BUILDING C CD962 ATE S GNATURE OF APPLIC GRINNELL HYDRAULIC DESIGN INFORMATION SHEET NAME C A4ND S DISTiQ I e aTDQS DATE 5. 18. 19$ 7 LOCATION _ ROtJr& S S_ WIDJbfi _ CT BUILDING SYSTEM NO. CONTRACTOR 1VARS RAMA IJ.9. 0 ADO AKNOASM CONTRACT NO.15"JLPJX -AJ CALCULATED BY DRAWING NO. CONSTRUCTION: COMBUSTIBLE 1KNON-COM BUST ISLE CEILING HEIGHT P7 FT. OCCUPANCY APPROVING AUTHORITIES Z'S ON FPA. 13: LT.HAZ. ORD.HAZ.GP. 01 2 3 EX. HAZ. Q NFPA 231 C4 NFPA 231C:FIGURE CURVE Z OTHER(Specify) C9 0SPECIFIC RULING MADE BY DATE0 W 2 AREA OF SPRINKLER OPERATION ZQQD SYSTEM TYPE uj DENSITY IN WET DRY DELUGE PRE-ACTION AREA PER SPRINKLER QO SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE QD MAKE MODEL IMWE-C HOSE ALLOWANCE GPM: OUTSIDE 400 SIZE K-FACTOR B RACK SPRINKLER ALLOWANCE 6O TEMPERATURE RATING ova e.r CALCULATION GPM REQUIRED 1747 PSI AEQUIRED 6.7 lcln .t,tJpmy SUMMARY SWily Location) C"FACTOR USED: OVERHEAD UNDERGROUND AD WATER FLOW TEST PUMP DATA TANK OR RESERVOIR DATE&TIME RATED CAPACITY CAPACITY d STATIC PSI 0 AT PSI ELEVATION RESIDUAL PSI 75 ELEVATION GPM FLOWING 1600 WELLcc W ELEVATION FlAtM ftCW& Q PROOF FLOW GPM 3 LOCATION C17Y MAW a&U Z SOURCE OF INFORMATION COMMODITY CLASS IV LOCATION STORAGE HEIGHT IPQ AREA AISLE WIDTH 4 W STORAGE METHOD:SOLID PILED PALLETIZED RACK a p SINGLE ROW CONVENTIONAL PALLET AUTOMATIC STORAGE ENCAPSULATED w I DOUBLE ROW SLAVE PALLET SOLID SHELVING KNOW MULTIPLE ROW OPEN ENCAPSULATED C O Y Q FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING Occ V LONGITUDINAL_ TRANSVERSE FT. IN. HORIZONTAL BARRIERS PROVIDED GRINNELL G4322-Rev 4.77 PRINTED IN U S A GRINNELL NI.95 GRAPH CONTRACT NO.SHEET NO.2..OF_ NAME: SYSTEM NO. ADDRESS:DATE: MULTIPLY SCALE BY o w e w 0 w N oQ co f 4 I 1 Xc 4 mil- ._..J_ _ ..__. ._. . t t .»_•-a--- •-i--*- I ?-' 1 -- I - - y r ---•- - ---r---»-.' - -:_._L'S_1 cn 1:_ i JAllco 11- 3 t. j 0 Q N_ co O O F4222 PNINT99 IN N.N.A. r I d N z-,< G:? 4 / 3 1 162 ' 4 1 O 1 68 4 Cly REMOre T r t t i GRIO FcQvrr CNa RT h N m a0 m M, 5 YS rE M + t C14, ' TN tN; tCu ' f cy t ti tb4 f r I 1 Ll i t" N i 2 3 4 5 6 7 8 i 4 10 i t1 12 1. 14 i5 16 1753 18 19 238 361 414 44r 4 486 51o 529 S51 1 s75 62 01 64 1599 34 6, 8 34 C14/ , 3 2; oti . 40 J ( J I C-2 Q5 G PA6 E .4 I . C.) E I FIC RI!:-;ER C), PEAKI &Jj; 4 4 J Pl B L!11 U F4 Pl IF C-1 R R I E k U A 1 f C. P4 1 5 I Q 1. IN-1 i:r, i...LLF, E LE.V -T 10 t-j 27 0 U 0()0 1) ENTER raD!---:T C)(;C)C)C)C Q VL C,R 7*,:.! 1 1-1 J.O.N p"Al t!F,1 D L.0 13% 1 2 4. F:':--..j if.]N ri"...1E Gi.1 PO'- I I C, L i;V:.:. E'!i:i _I L 0 1 F,Lis;I T I L)N 1E., 6F. : L, 1 IFI 0IN 7 MAX . PF I-OS_S L-0 f.1 T 1 LN, Wk, W E LA 2 4,-4 F F'O!--:,1 -C 1.1131,4 LA I r 1 D to E'-..j V F-.'.,- L 111 C' 14 1A CTU R 1,0.A' 1.N FS F-Z C:LIN,'T U F Lit,1 D 4 AVE. WFOD LANY. 1 _: 0 El P S I PCJ S J-I -i Liu GRINNELL FIf\E PROTECTION SYSlEM CO . , lN[ . 0il : 28 : 0-' PA6[- NO lOTAL F'lPE I TOTAL PIPE S JNcT 6['M 6PM D Fl PF/FT PF/L l NO L P / H-4W= 120 DE ITY= AREA=2000 LOOP NUMBER l E.L.B.T . =2 SP 5 2 2 2 16 8 7 000 00 2 2(J. { 8 2 0n JO . 6 41 4 2 16 7 S l3 23 . 3 17 O 00 3D7 6 O 7 0S0 2 7 l6 T800 9 . 0 ll9 l 2 l6 85O . l0S ll 32 8O l6 2 02 32 89 .14 2 l Al 2o 7:--: l l 9 0 2 l 29 l 0 . 005 0S 32 . !4 l44 l a 2 l00 0l0 9 0G 62 7 E. -9 l 0 . 0l 441 2 5 29 l 0 0 0l 5 6 l ( 23 3 464 4 5 29 l D . C. 0l 7 l 7 3 50 7 21 9 4O6 . 3 5 . 2 100 . 0l8 it: 33 . 68 2l 2 5 7 5 5 29 l00 . 020 20 3 87 7 9 / 21 . 6 52 9 5 29 l 0 . 0 02l 21 3zi 08 6 l (/ 6 22 . 3 l S 29 l0 0 .023 23 34 3l 3 74 6 5 . 2 l 0 0 . 025 25 34 LIE, 1 .2 11 24 . 6 699 . 2 5 . 29 l D 0 027 27 34 . 82 2 2 625 4 5 . 29 l 0 0 . 029 2 0 6S 5 6l 35 72 LOOP NUMBER I ELEV . =OR 0 2 2C' SP 7 . 41 7 SS . 7 2 16 7 0ll l0 23 . 3 l9 2 O . 00 3O 7 7 . 4 2 | 6 8 7 .044 38 23 68 2-2 O . 00 39 0 1 1 :.1, 4 2 l 6 75 . 2 096 7 . 20 00 0 I Ij 4 4 . 25 12 0 004 04 30 I.'j 1.' 22 2 15 2 9 I 7 0 4 l6 l9 . 82 l 7 u 25 l0 0 027 27 3) . 32 2.41 17 6 . 5 4 . 2"S l0 0 1 .64 25 5 I 27 . 5 4 . 25 l0 . 0 02O 2O 3l 92 26 6 l9 4 25 ICC 0 5 25 32 l 6 2/ 7 20 21 . 4 . 25 10 . 0 022 22 38 28 8 21 279 . 8 25 l0 . 0 0l9 19 32 . 57 21 5 258 2 4 . 2, l 0 0 . 0l C. 16 32 . 73 30 l (/ 2 22 3 236 . 0 4 l 0 0l4 14 32 . S7 3l I 24 23 4 2l2 .6 4 . 2:5 100 0ll ll 32 . 98 l2 25 24 . 6 l0 . 0 09 33 07 26 4 . 2, l0 . 0 007 07 27 2O 0 l 0 q05 05 33 . l 3 l 28 I 0 . o 0 03 03 33 22 36 l 23 2 . 7 6 l 4 . 25 l00 . 00l 01 17 0 33 34 . 2 4 2 10 00 0 34 2 2 l6 204 C,010 2 l2 3536 J9 l8 0 0 34 2 5 . 29 l 0 0 0 0 00 36 y6 40 339 68 l 5 29 l00 . 000 ' 00 35 . 36 4l l 7 :-.::2: 32 . 7 l00 . O 5 . l0 . 0 . 00l 0l 36 37 2 l6 3] 33 0 l 3 5 002 04 35 4 | 43 l 5 l COMBINED GPM 787 . AVE . PSI ur,%i oo,4 _i-L_ r L r1 c-. t r L.; o L_L, i j.u i i :I I I r-111 •U C'F'A(3L NO 6- Fl PE EQU 1.V T LlI (-iL P I F'L .3 rail. -1 G*F M G F..,1*°, I D Fl F F I/F"I Pi i L N U T 71,-.: E:,-- (-7 c-, C.)/Y 4 AVf 6 Vt I'-,L.L C. III AN C. GF 11 1 Q Q I N 3(0 F_ NOS 6 LE DE.t"i()ND GF`llz- 4 C) R"It 4:-': C,1 COE of A OCZ MAMO k0t..'ND 4 7 C) UI D 4.4 4. H ODL C-1111(11,41D Z!(:W) C) J j- Y. 4E v42 6VIb '75 3 1 _71 ii= r:4:* Cl/ Ccp",)uEclot J TQ 100 j I(_1 4 741 A.1 4.4 L 2 z20 11Ur I E;E F tj 4 E.oA-1 tJ Q DL F 111 E:ER EL E'v 2 7 C.,4U F. U j C C l C-4 tj J, 71 Al 1:1 71 4 1 C. 2 T 20 GRINNELL F ] R[ F'ROTECTION CO . lN{ PAGE NO 7 TRANSFER AREA PlPE FLOW PIPE E'UlV PRIM SEC PRIM C NU G P M , PF /FT PF/L LOOP LOOF' J F'l J Pl Cl 74[, Jyr z 40 62 325 2l6 2o40 . 005 -l . 04 6 f'4 04 0 4 6L24/4 Cl 004 0 4 68 l . l6 l2 l3 4 l4 l . 47 7l 33 4 2l 2040 010 -2 . 00 72 7l 2 . 6 204 0l0 -l . 96 l6 l7 17 GRINNELL HYDRAULIC DESIGN INFORMATION SHEET NAME L AND DlSTA l fi drbA S DATE • 9• /t1Pr LOCATION R00rZ f S_ W/DJjQR C T BUILDING SYSTEM NO.3 CONTRACTOR R JR I i IVs_ 203 AD CONTRACT NO.I CALCULATED BY DRAWING NO. CONSTRUCTION: COMBUSTIBLE SNON-COMBUSTIBLE CEILING HEIGHT FT,OCCUPANCY APPROVING AUTHORITIES —SSA 7Is FPA. 13: LT. HAZ. ORD. HAZ.GP. 1 2 3 EX. HAZ.FPA 231 NFPA231C:FIGURE CURVE Z OTHER(Specify) L3 10SPECIFIC RULING MADE BY DATE W O E AREA OF SPRINKLER OPERATION ZQQD SYSTEM TYPE yDENSITY C9 WET DRY []DELUGE PRE•ACTION N AREA PER SPRINKLER QQ SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE QD MAKE MODEL ISSJJF-C HOSE ALLOWANCE GPM: OUTSIDE 400 SIZE K•FACTOR RACK SPRINKLER ALLOWANCE 460 TEMPERATURE RATING CALCULATION GPM REQUIRED _ 174 S PSI REQUIRED 4C/7V S41AMYSUMMARY1swilyLxatm)1"C"FACTOR USED: OVERHEAD . 1210 _ UNDERGROUND 4440 WATER FLOW TEST PUMP DATA TANK OR RESERVOIR DATE&TIME RATED CAPACITY CAPACITYdSTATICPSI _l 0 AT PSI ELEVATION RESIDUAL PSI 7 ELEVATION Q GPM FLOWING _l 600 WELL Ul Olt ELEVATION ELAM,W/ ftoo& PROOF FLOW GPM 3 LOCATION r SOURCE OF INFORMATION COMMODITY ta>.. CLASS V LOCATION STORAGE HEIGHT L f AREA AISLE WIDTH 41 W STORAGE METHOD:SOLID PILED PALLETIZED RACKa a O SINGLE ROW CONVENTIONAL PALLET AUTOMATIC STORAGE ENCAPSULATED to DOUBLE ROW SLAVE PALLET SOLID SHELVING NON- MULTIPLE ROW OPEN ENCAPSULATEDO O Y cc FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING O LONGITUDINAL._ TRANSVERSE FT. INV HORIZONTAL BARRIERS PROVIDED GRINNELL;"4Z•Rev /.77 PRINTED IN U S.A RINK N"s. GRAPH CONTRACT NO. SHEET NO..iLOF_ NAME: SYSTEM NO. ADDRESS: DATE: MULTIPLY SCALE BY o w w 06 a 1 r 1 4__. i I j I ' f I + f I ' I I I I Elij ' II , I if- ' 1ff + , I i I , ;' 8 mow-. Y--r- i ._.. ;+.__I . J•-"_ _•.- r_ l 1 1 I 1 • f, ' i . ' 1 1 ' Lr r f I I 1 ' , "_ l--- I -.._..1 ' •' 1.• I 1 I •1-, ' I ' I I I I 1 1 O T1- 1 i 1 I ('' I 1 'ice-•*-' ` 4 1 I 1 7 1 I I I I I 1 • 1 , i J ram-+. t IL Ito r'I J.1_..r -• __-..y i._.? 1 ' -.-_ .-.« ' •- 1 I 1-l.' i TJL a in loo 77 1 r 1 r ._ rjjr_ t T 1 y V t 1 1 i.-.- *...: 'r+}..J- t 1 r a1 +-r a- J-«.. • -1 r.-. v 1- 1-_i_.+i J...y t rJ _I-• ice - a - T -•y^ I. . . - r- J s__ 1- _-., r l.a F mot.y ...__. ....'..j._...T J...._- g 1 1 ' 1 1 I 1 1 I 1 O ' g O 1-717-177,77 co D O ca r4sss [IrT[[1•.[.A. r wd g rr sZ SST 380 346 Ji4 28s 2si 2 r8S r5 r2q 94 93 c w 1 6 IL REMOTE --* I t t° t f t r t1vcqi CdART I 5Y5 T EN 1* 5 h J I t I 16 1 2 3 ' q 5 6 7 8 9 to if ! 12 ; 13 Iq t A I i AA 1i6 23p 9S1 dos 440 47e, 503 . 04 Zs' 2/ i85 1S4 RAW DAT l20 DO YOU WW-1l lO MUVE lHL Y or N) ? Y PGA)<'IVG PRocess Y NTER LOOP NUMBER ON PCM FOR RISER LO ATION 9 9 ENlL VwLU[ 8 ENTER SPRINKLER ELEVATION 27 27 0000 0 INTER MO'-: REMOTE PRESSURE 232 rlPM 26 P'l POS ITlOki l AVE GR1D LO'-:S= 10 5 POSITION 2 AVE 8RlD LO POSITION 3 AVE 8 ID LO!= POSITI ON 4 AVE GRID LOSS= l l 0l PSI POS%TION 5 MAX PP 8.OSS AVE 8RID LOS6= l POSITlON 6 AVE 6R I. LO S= PS] POSIT] ON 7 ENTE1-' FO J [] ON DE ] RED 5 5 ENTER ACCURACY lM PERCENT OF 6RID LOSS 4 4 . 0000000 AVE GRID PSl POSITION 5 GRINN[LL FIRE PROTECTION SYSTEM CO . , lNC . 05-l9 PA8[ NO » TOTAL PIF'E EWUIV TOTAL PIF'E S JNCT GPM GPM lD FT rF/FT PF/L PSl NO L Pl H+W= l20 DENSITY 5 AREA=2000 LOOF' N 1MB H 'l ELEV . 27 . 0 3 . 20 SP l0 0 000 00 23 . 20 l2 2 8 . 00 36 6 3O8 2 . l5 l00 0 3 l3 23 3 ll 2 800 S7 775 2l6 l0 0 . 047 47 23 . 8l l0 2 ll65 2 . l6 87 . 0 . l0l 8 . 77 3267 9 2 00 o 1l6 . 6 l0 . 0 . 00l 0l 32 . 58 8 2 8 20 . 50 117 . l 2337 52 l0 . 0 . 00 05 32 . 5 7 3 7 2052 117 . 4 l0 . 0 . 0l0 l0 32 . 73 6 4 6 9 . 39 53 8 4 4 8 529 l00 . 0l3 l3 32 . 85 5 5 5 3 9 439 7 5 . 29 l0 . 0 . 0l5 l5 33 . 0l 4 6 4 320 47l . 7 529 l00 . ol7 17 33 l8 3 7 3 3 | l 502 . 8 529 100 . 01 -3 19 33 . 37 2 8 2 l . 3 S34 . l26 . 0 . 02l 56 33 . 93 l 9 l Cqrz2 LOOP NUMBER l ELEV . =270 2320 6P 7 . 95 4 2 16 10. 0 0l3 l 23 33 l3 2 S. 3G . 7 77 . 0 2l6 l0 . 0 . 047 47 2380 14 2 8 . 00 39 . l ll6. l 2 ) 6 63 . 0 . l00 E. 30 . l0 l5 Jy 00 0 ll6 . l 26 l00 . 004 0 30 . l4 l6 2 9 2l 0l ll56 231 . 7 4 2G l00 . 0l3 l3 30 . 27 l7 3 l0 20 . 93 ll5 . 7 347 . 4 4 .?6 l0 . 0C. l8 4 ll 5 . 97 33 . 2 380 . 5 4 0 . 033 33 30 .88 l9 5 l2 345 . 7 4 . 26 l00 . 028 28 3ll5 20 C. 13' 320 3l35 4 . 26 10 . 0 023 2J 3 | . 38 2l 7 l l . l 4 26 l0 . 0 l9 3l 57 22 8 l6 l3 5l3 4 26 100 0l5 15 3l 72 23 9 16 339 2l ` 4 4 . 26 l00 . 0l2 l2 3l . 84 24 10 l7 4 . 26 100 009 09 3l . 93 25 I 18 l2 l6 6 26 l0 . 0 . 006 06 3l . 99 26 12 l9 l 3 6 4 26 l0 . 0 . 0 4 04 32 . 03 Z. l3 20 l0. 0 . 002 02 32 . 06 28 14 2l 30 . l 63 . 4 26 l0 . 0 . 00l 0l 32 . 07 L.5 22 3l0 33 . 0 4 25 l0. 0 . 000 00 3207 30 16 00l6l . 0 . 0l0 l . 57 33 . 54 3l l6 0 05 . 29 l4 . 0 . 000 00 33 . 64 32 l6 23 4 r uy 3l 63 529 14 0 000 0l 33 . 65 33 l5 24 30 S4l 5 29 14 . 0 00l 0l 33 . 66 34 14 5 29 5 l23 . 6 29 l7 . 0 . 00l 02 33 . 58 35 l3 260m 0=N 0 0 l00 002 02 33 . 70 36 l2 27 - 3l 2 l84 . 8 5 .29 l0 0 . 003 03 3373 37 ll 28 3 . f7, 2l7 . 4 5 29 l00 004 04 33 . 77 38 1 (/ 29 33 . 9 5l3 5 . 29 260 . 005 14 339l 39 9 l COMBINED 6PM 785 . 4 AVE . PSI ' 3392 k GRlNNELL FIRE PKOTECTION SYSTEM CO . , lNC 0A- l9' 7 l "-,. : l2 : PAGE NO 6 TOTAL PIPE E UlV TOTAL PIPE S JNC*T GPM 8PM ID FT PF/F [ PF/L P6I NO L PT 00 0 8S 636 530 016 9 3 87 0 z 6 0- l8 0 022 4(- 36 2/ Awv6,wADDLDEMAND0vNSv0E140SE ELEV= o 88 27 . 0 I 69 4 3 / 43ASF CFV^8 0DDL DEMAND GPM= 460 . 0 A aCnx 0 9 HA mx0 UNDER(i-ROUND H+W COEFF ADD ul4oEMAND GpMl345 . 4 8l0 70 . 0 0 l 78 47 76 y4o0Ju7s/»e OSE 140 l745 . 4 10 09 785 . 0 . 006 4 . 88 52 6u 2 E:,e2C/4' 5 w 12 03 300 0 03 79 53 4'' l20 1745 . 4 l0 . 09 C.S . 0 . 008 54 53 9^ w4l401745 . 4 12 3 94 ' 0 003 2S 54 ' "r 60 To e,r~^ rwwIw/ LOOP NUMDER 1%ELEV . =27 . 0 2:--,, .l 9 1:4 00 233 . 9 6 l 6 l () 0 0l 4 l 4 23 4~ 3003967 l l0 0 048 48 23 9.-:! 41 380039C. l 87 0 10 8 84 32 76 40 LOOP NUM8ER ELEV . =27 . 0 23 30 SP7 . 8l 377 37 7 2 . i6 10 . 0 0l3 l3 23 42 44 38 . 00 388 76 S 2 10 . 0 . 046 45 38 . 00 39 l l l 5 . IF.2 . l 6 63 0 . 0139 6 25 30 l 4 46 3 9 2rr2C LOOP NUMBER 3 ELEV . = 27 . 0 23 43 SP242 . 16 l0 0 000 00 23 4 0 S . 00 3G5 9 7 2 l l00 014 14 23 56 49 4S0038778 . 3 l6 l00 . 048 48 24 05 48 40ll7 . 4 2 l 6 G7 . 0 . l 0 8 88 32 3 47 4 7 27-:20 LOOP NUM ER 3 ELEV . =27 () 23 43 SP7 . 76 37 . 6 37 6 2 10 012 l2 23 55 5l 48 . 00 3L/ 8 76 2 . l 6 l 0 . 0 . 046 ' 46 24 . 01 52 460032ll5 . 7 21 . l 6 63 0 099 6 26 30 27 63 4 l 0 ar= 20 LOOP NUMBER 4 ELEV . =217 . 0 29 94 SPl . 90 70 . 4 l0 . 4 2 . l6 l0 0 . 00l 0l 2 95 55 S6 . 00 43 4 53 8 2 l 6 127 . 0 . 02u 6 2 7:20 LOOF` NUM[/ER xj ELEV 7 . 29 94 SF'6 . l Cl 3 2 3 2 2 l 6 62 30 56 56 5 l / .9r:2o GRINNELL FlRE PHOTEUTION SYSTE-M CO . , INC:. . 01E.-l 9-O7 l l 2 : 55 PAGE NO ~7 TRANSFER AR[A PI['E F LOW P lPE EQU I PHIM SEC PR l M !:-;EC NO . 6 . F M . I Fl PF/FT PF/L LOOP LOOP J PT J PT 57 L;4 . 9 l6 0 0 0ll -2 . 16 S8 3203 2 . 16 200 .0 0015 -l .85 6 7 4 l3 59 3l07 l 200 . 0 .009 - 1 . 75 7 14 60 31 . 28 2 . 16 2(`0 . 0 . 00 l . 77 8 9 2 l6 6 l 3y . 93 2 . l 6 2 .05 9 l 0 62 32 57 2 . l6 200 0 0l0 -1 9l l0 ll 28 17 63 3l l9 2 . l6 200 . 0 009 -l76 ll 12 6u 30 .00 6 200 . 0 . 008 - l 4 12 l 3 26 65 54 2 . l6 113l . 0 1 . 52 l3 14 25 20 - ^ -- 66 30 . l3 2 . l5 Sl . 0 00 -1 49 l4 ) 5 67 0 9O 2 . l 6 17 1 . 00? - l 48 1 .5 l 6 23 22 - ^ -- GRINNELL HYDRAULIC DESIGN INFORMATION SHEET NAME IC AND Dl,9TR j,8d "DAS DATE ,57.20 if T LOCATION ROUTE J. WIDjdR _ C T BUILDING SYSTEM NO.4 CONTRACTOR /V *S RAM4143,M3LAA0Lpp&Atp.ArAM2dRdMt CONTRACT NO.1f_-m9VAf&-A CALCULATED BY DRAWING NO. CONSTRUCTION: COMBUSTIBLE 19NON-COMBUSTIBLE CEILING HEIGHT FT. OCCUPANCY APPROVING AUTHORITIES T ID NFPA. 13: LT. HAZ. ORD.HAZ.GP. 01 ' 2 3 EX. HAZ. NFPA 231 K N FPA 231 C: FIGURE CURVE Z OTHER(Speclty) 2 RSPECIFIC RULING MADE BY DATE to W 0 E AREA OF SPRINKLER OPERATION ZQQD D SYSTEM TYPE H DENSITY WET DRY []DELUGE PRE-ACTION 5. AREA PER SPRINKLER 1DD 47 SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE ho MAKE MODEL jjd%sw.0 HOSE ALLOWANCE GPM: OUTSIDE 400 SIZE K-FACTOR B RACK SPRINKLER ALLOWANCE 460 TEMPERATURE RATING v `'pir CALCULATION GPM REQUIRED 1748 PSI REQUIRED C/Ty s 1JAPALY SUMMARY Specify Location) C"FACTOR USED: OVERHEAD UNDERGROUND __M_Q WATER FLOW TEST PUMP DATA TANK OR RESERVOIR DATE&TIME RATED CAPACITY CAPACITY d STATIC PSI ItoAT PSI ELEVATION RESIDUAL PSI T ELEVATION GPM FLOWING 4 600 WELLcc W ELEVATION NAMW fCD%ft PROOF FLOW GPM 3 LOCATION C/TtiY SOURCE OF INFORMATION u.r COMMODITY CLASS 1 V LOCATION STORAGE HEIGHT __ t AREA AISLE WIDTH W STORAGE METHOD:SOLID PILED PALLETIZED RACK a a p SINGLE ROW CONVENTIONAL PALLET AUTOMATIC STORAGE ENCAPSULATED w I DOUBLE ROW SLAVE PALLET SOLID SHELVING KNOW MULTIPLE ROW OPEN ENCAPSULATED OJE Y FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING3EIx O LONGITUDINAL— TRANSVERSE FT. IN.V HORIZONTAL BARRIERS PROVIDED GRINNELL G4322-Rev 4.77 PAINTED IN U.S A RINN HI•65 GRAPH CONTRACT N0.SHEET NO.OF_ NAME: SYSTEM N0. ADDRESS: DATE: MULTIPLY SCALE BY og II I , i1 1 I li , I ' I JI ' I , t I i di HN 1-7 1 fy 1 V i I .....--.-I ,~i 1 j 1 I 1 I -( I -i i I I „• ID I 1 1 f I• 1 I t . I W r 1 1 ' I ' I I r I I 4.• O 70 IL tT IT,RI i-+-..L+.. L-,r -1. --.- ` .l __ -.- off 1 t I o J. IT I QO i.. " . J+ mot" +{.i-• T"_ •sty f__-_ - Y'^ -1 .1 1 _.1 a_. K. + 1 i yam+r_ i- - Q 1 l1 [IA7[1•.[.A. Md PAGE 3 R E M OTE (20)SAK'S me— y o IN- 1 i8 7 9 cv N 114 T5 6 3 41 $o I Iq M16It ht h l 30 to w 27 r 2 7 t•v o IQ O 2 7 Oo8 LOB o% In h N: o Q24 N i 30 h 4 j t 10 1 1 54 o 37 tQ 40 o t G R 10 FL a CHART SYSTEM 9f 4 PAGE 4 I,, tf-". 1w,C, tL,, PEAKING PRCCE55 IQ AW 10 1110VE! ME FRI.'---;ER (. Y N) K L N','Ek' 14121-R LCLEVifVT I Ot--i 27 27 ENTLY RL E 2 10410.111 to Q 0 GP 1 A% GRID P-S I P0 I 02L C iWE D LOS:> 10 2a: P91 PCH I T I Ohl 2. 11-tV E GR I D L0:*z-; F.,S i p UE;I T 10h," :--': G 1 ") L 0'- C, P:L 1 11 10N' 4L I T 1.0 N S. VAQ.D LAW. F D'.-. T 10 MAX PF LOSS A V E. G F1 I L)POS D I-1) 11-1 ON LATER F1O--.,!**1-1i,-.11N C--,C- I R,ED ir4 PERCE-PNI-i OF GRID 6RlNNELL FIR[ PROTEC | lON SYSlEM CO . , lNC . 2-C7 09 4 08 F`A6E NOu lOTAL PIPE EQ*UIV lOTAL ['lPL S JNCT 8PM GPM I Fl PF/Fl PF /L PS1 NO L Pl H+W= 170 DEN ITY= . 385 AREA=200O LOOP NVMBER l ELEV . =27 .0 3 . 2h SP 36 1 . 7 l . 7 2 . l6 10 . 0 000 V0 2J , 20 l9 2 8 . 00 386 40 . 3 2 . l6 l0 . 0 .0l4 l4 23 . 34 l8 2 8 . 00 3O . 7 79 . 0 2. { 6 l.0 . 0 o49 17 2 S . 00 39 . l llO .l 2 . l6 l0l . 0 . l03 / 0 .42 34 I 2 Tz2) 00 o ll8l 5 . 29 l00 00l 0l 3 . 27 | 6 2 15 0 . 18 118 . 2 236 . 3 5 . 29 l0 . 0 . 005 05 34 . 32 14 3 14 20 . 22 ll8 . 6 354 10 0 0l0 l0 34 42 l3 4 l3 l0 . 0 6l7 4l5 . 6 5 . 2 l0 . 0 14 34 .65 l2 S l2 301 446 . 7 29 l0 034 . 7l I 6 ll 7 . 3 473 . 5 . 29 l0 . 0 . 0l7 17 34 E. l0 7 l [' 500 . 7 5 . 29 l0 . 0 0l l9 35 . 07 27 0 527 . 7 5 . 29 l0 . 0 . 0 l 2l 3 28 O 9 8 27 . 7 555 4 5 . 29 023 23 355l 7 l0 7 28 . 6 584 . 0 l0 . 6 2S 3576 6 ll 6 2:) . 6 6l3 6 5 29 0 . . 028 28 36 . 04 5 l2 5 30 644 l 5 . 29 l0 . 0 . 03 30 36 . 35 4 l3 4 32 76 2 5 . 29 10 . 0 033 33 3668 3 l 3 34 0 . 2 5 . 29 l00 36 36 37 . 04 2 is 2 37 l 7 73 529 l0 . 0 . 040 40 3744 l ) 6 \ LOOP NUMCER l ELEV . A::. S 7 . 4 369 36 2 . l6 l0 . 0 0l 2 32 20 2 80 3O 7 756 2 . l6 0 . 04F, 45 2377 2l 2 8 00 Cl 0 l ) 4 6 2 . l6 830 . 098 8 l0 l . 87 22 00 0 l ) 4 6 4 . 26 l0 . 0 00 0 3l9l 23 2 l6 3 l | 4 5 2 l 26 l0 . 0 0l3 l3 204 24 3 l7 20 . 1114 . 4 5 4 6 7 27 323l 25 4 l8 4 . Ol 27 . 5 37 . 0 4 . 25 l00 03l 3l 32 63 26 l 30 . l 340 . 9 4 . 26 l0 . 0 . 027 27 . 3 3l36 4 6 l0 . 0 023 23 3l2 28 7 l 286 9 A 26 l0 0 020 20 7 0 259 . 9 4 . 26 l00 . 0l6 l6 3348 30 9 23 277 2322 426 l0 . i 286 2(3 5 4 . 26 010 l0 33 72 32 l 26 29 6 174 0 4 26 l0 . 0 00S 06 33 . 79 3J l 26 J0 S l4 4 26 l00 00.5 34 32C lll 4 . 26 l00 00I 0 33 . 88 3 14 40 774 4 . 26 37 l 40 . 3 4 26 l 0l 0l 33 . 9l 7 l6 00 4 3 2 . l6 234 . 0 . 0l4 3 . 3l 372l 38 l6 l CUMBlNED 8F'M 7O7 6 AVE . PSI 3733 GRINNELL F I R"E' PROTECT ION (_-,Y':-:;TEM CO . I N(- 4 PAC]*E N U 6 1*13TAL P1 F:'E EQU1%) T0 T r"I L. F 1 FI L. I-1. J r1f,_ GF111 G Pit"; ID F1' FT /F T I-F/L. F 1. 114 FU L. F'T 4(.) 0 0 1 40 4. 1 I J St.D I E HOSE 41 41 A 11-6 LC V L.ElV ow-,QisF, Ci17,r1i14 4 C. • c., QCL Cy- C)6 MANC) LJN1 D E RG!"0(AN!D CUF -F- 1 4 70 C) 4 ADIDL D"t_t"h-iND GFTT:-: 4. (D 00 TG I o a Hos E 1 A. 1 4 6- 1 4 E z,3.P- if-L/ r-.,r. I _7 4 7 . C.". I CI 1 C-I 1%4 7 6 C-010VECTIVAt To Crry, mAim LOOP 1*'-JUr1E.'EFk` 2 E L PEk.,' . Q 0 .4 00 4 fj 4.C I C.11 C U . 4 lE', '4 . N"Y E,E.R EL 2A. f I AL. C 4.51 4 jC.1 { 4 . C,)C-) 1 E., 2rz2.0 L.D D P-J,ij1%1 ELEV C C 14 4.-.C)C) 40 Jt 14 T, 0 47'D C SC* 4 G 4 14IC. 27-- 20 7 4 C. 45 b 4 D 2 T=20x4CIC"I 1 14 Z4 1c, 4 LOCIF NUMBER 4 E L E t) 17 '12, 17 . 2: 16 1 C) Q I C,C) r,)4 ZT x2o441 LOOF N(J'11 l'--:E R 4.ELEV . 7 . r 7-4. RlNN EL.L FIRE PROTE[TlON SYST[M CO lN[ 4L7. 08 F'AG[- NO 7 THA'F R A EA PIF'L FLOW PIPE EQUlV ' PRlM 6EC PRlM SEC NO 6 P M . ID FT PF/FT PF/L LOOP LOOP J PT J P'[ 2 . l6 234 .0 008 -l92 6 12 l9 A7=40 7 27 28 l6 234 . 0 .007 -1 . 61 E.7 ll 20 8 26 . 76 2 . 16 234 0 . 007 - 1 S 7 8 1 (:1 2l 69 26 'D 234 . 0 . 007 - 1 57 22 — '' - 60 27 74 l6 234 .0 007 -1 23 ~ « ~- C 28 64 234 0 008 -1 . 76 l0 ll 7 24 - " ~- 6' 2 J 57 2 . lG 234 . 0 . 008 -1 86 ll 12 25 3053 2l6 234 . 0 . 006 -1 12 13 5 26 " ~ 64 32 03 2 . l6 234 0 . 009 ' 2 . l6 l 14 2 . 41 14 16 3 2~~ '' ~- 234 0 12 -2 . 84 is l6 2 21.? " GRINNELL HYDRAULIC DESIGN INFORMATION SHEET NAME C AND DI.STQ I Ad"AS DATE 9148 7 LOCATION RO_2TP 1/1//0-TA 4 _ C T BUILDING SYSTEM NO. CONTRACTOR IYARS /4AMA11rf: M .r- Q CONTRACT NO./&W_U J-A/ CALCULATED BY DRAWING NO. OR CONSTRUCTION: OCOMSUSTIBLE SNON-COMBUSTIBLE CEILING HEIGHT FT. OCCUPANCY APPROVING AUTHORITIES NFPA.13: LT. HAZ. ORD.HAZ.GP. 01 2 3 EX. HAZ. NFPA 231 Ea NFPA 231C:FIGURE CURVE Z OTHER(Specify) 0 0SPECIFIC RULING MADE BY DATE W AREA OF SPRINKLER OPERATION 0 D SYSTEM TYPE DENSITY M WET DRY [:]DELUGE []PRE-ACTIONH AREA PER SPRINKLER ID4 SPRINKLER OR NOZZLE U) HOSE ALLOWANCE GPM: INSIDE ao MAKEAeftim" MODEL l.'lmmC HOSE ALLOWANCE GPM: OUTSIDE 400 SIZE K•FACTOR 8 RACK SPRINKLER ALLOWANCE 460 TEMPERATURE RATING CALCULATION GPM REQUIRED 1747 PSI REQUIRED L5 e/ly sy Y SUMMARY 1swity unction) C"FACTOR USED: OVERHEAD UNDERGROUND WATER FLOW TEST PUMP DATA TANK OR RESERVOIR DATE&TIME RATED CAPACITY CAPACITY a STATIC PSI AT PSI ELEVATION RESIDUAL PSI ELEVATION GPM FLOWING 160 WELL H ELEVATION FlAbW PROOF FLOW GPM Q 3 LOCATION CZZ/ IWA I Ad U Z SOURCE OF INFORMATION COMMODITY CLASS V LOCATION STORAGE HEIGHT_-dQ AREA AISLE WIDTH 4 W STORAGE METHOD:SOLID PILED PALLETIZED RACK L a p SINGLE ROW CONVENTIONAL PALLET Cl AUTOMATIC STORAGE ENCAPSULATED N I DOUBLE ROW SLAVE PALLET SOLID SHELVING KNOW MULTIPLE ROW OPEN ENCAPSULATED H G O Y Q FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING a: V LONGITUDINAL_ TRANSVERSE FT. IN. HORIZONTAL BARRIERS PROVIDED GRINNELL 64322•Rer 4.77 PRINTED IN U S.A RINNELL N I•0d GRAPH CONTRACT NO. SHEET NO..1.0F_..._ ADDRESS: SYSTEM NO. DATE. MULTIPLY SCALE BY I OIT1 'I t 1 I ' IT 1 •• 4+ TI tT 1ttrI 4 i; I t I , T11 I I it III II ' I 1 I +7t. I t t y I _',' r _' T-- 1 I !r I I I ' I • ' 1 I I + I I I 1 L1 i• ri t+- t I II O f 44 4W11i1III1Il- Q d tt T - --} 7f^T t._ t _ i --- ._-i i -.+ .--.r.-.l _i 'I r- - i--i'1- 1 1' t-I--'- o ILy «r_ iT .±--•-- i-.- t . _ I1I _ ' " '_ 1 j -1 r I ' I 1 , .-I I t 1 -! 3 1-- '---?,Imo! ( t'+, li-^ 1 I ' " j ' '1II 1 1 I 1 I I ITI -1-+-++ i i I , I It1-+I+ I i---» •-.} 1 1 I r I * 'I,T 1 1t , 11 '1"'"T' I , , 1 , t -•-.}.1- I t•T-Z', l i.-- i -- ..• r--1 '--. .-.-.._+ -t-r +--'-' I* j I I r- } 1 1"1-' ' I 1 •_+ 1 S. i1 _. -. ~' " ~' - r 1 1-}, .{+1. ,t. -+--=J..J ' Ir• 1 l.}. 1._•T`•T, t,- 1-_{. Y+T' :-.l - -•1- T.T -1- ' .. 1 40 tT IV 11_1: T= may=1- •--•+-•; "ZK a-i 1 I ' T go 4. J- J•Y 1 .- *y jy ___ Y rt•_:_ _ r ,• -t. i-T_ - •_t, _' ''_. - _ 1 1 • f i IL O 1 r+r T'- T yam f A I ' 1 I ' 1 ' i -• i ,,- Y• 1 v co O O O Issas rnNrse a e.s.•. I d W v Ia4G E 3 D; Ca,• 4 lx 2 .3 i 6g ,33D o 262, ?Jd-c id2' ,34 04-f2 37 1 I tt t 1 r a 1 1 I R EMOTC- CZo)spx is I N ci _ _ 1 ro qr to 44) co cV r 0 ao I 1 o as a o, h 1 y 1 1 1 1 2 3 4 5 6 7 8 9 10 / 12 , 13 /4 15 16 /T /B . if r37 s56 406 433 4$-1 : 480 5O2 S2-f 54 9 5ZJ 5 99 S 653 683 37 V fS 14 l3 f2 ll f0 O O © G C) 11 ® ` 0 G R!Q FLOW CHART SYSTEM 2 1 u v K L C v^ «« iCW D ` lA PEAKING '- - 7 l 0 DU YOU WANT TO ENTER LOOF NUMBE ON PCM FOR R1SEH LOLA| lON | 7 l7 L/.1l [ VA VL 8 LA ER CPRINKL R E EVAlION 27 270000 06 ENlER MO T Rd-MUTE PRESSURE 23 . 2 23 20(00js0 RCE l 0 8PM VE GRID LO l2 6l PSI POSITION l AVE GR] D LO l 2 97 PS l POS 1T I ON 2 I-.VL URID LO ION 3 AVE b R I D LOSS= l 66 PSl POSIllON 4 AV[ F,"iD LG TION E t i V E G l LO..... 02 P6I PO lTlON 6 V[ GHlEll L POSIT lON MAX F OSS VL 8RID LOS= | PSl POSITlUN 8 AVE GRID LOS6= l3 . 72 PSI POSIT1ON 9 NTER P SITlU DESlKED 7 ' 7 ENTER ACCURAC IN PERCENT OF 8RID LOS 3 30000000 PS ' PO6lTlON 7 TE.M COGRlNNLLLFlREPROlECTlON6Y lNC 06-2C -7 PAiE NO TOTAL PIPE E0UlV TOTAL PlPE S JNCT K GPM 8P11 lQ FT F`F/Fl PF/L l NO L F'l H+W= l 20 QENSlTY= 5 AREA=2000 LOOP NUMBER l ELEV 27 . 0 23 20 SP l0 . 0 . 000 0 2J . -'0 2 8 . 00 38 6 40 . 4 2 . l6 l0 . 0 . 0l4 l4 23 :.:*4l9 2 8 . 00 387 7 l 2 . 16 lV . 0 . 049 49 2J . 84 18 2 8 00 39 l l lO 2 2 l6 95 0 l03 9 83 33 . 66 l 7 2 7 2 00 l8 . 5 . 29 l0 . 0 . 00l 0l 33 . 68 l6 2 l6 o . 5 8 7 237 0 5 29 l0 0 . 005 06 3372ll l5 3 l5 2o47 ll . l 356 0 5 . 2)l0 . 0 . 0l0 l0 33 . 83 14 4 l ,4 8 . 57 50 0 406 . 0 5 29 l0 . 0 0l3 l3 3395 l3 6 l ] 270 4: 0 5 . 29 l0 . 0 . 0l5 l5 3410 2A 0 457 0 5 29 l0 . 0 . 0l6 l6 34 . 26 | l 7 ll 2 7 479 . 7 5 . 29 l0 . 0 .0l8 lO 34 . 44 l0 8 l0 226 502 . 3 5 2 l0 . 0 0l9 l9 34 . 63 9 9 9 23 . 0 S25 . 3 5 . 29 l0 . 0 . 02l 2l 34 . 84 O 10 8 237 549 0 5 9 10 . 3 ,5 06 7 ll 7 2 6 5736 5 l0 .0 02S 25 35 3l 6 l2 6 25 5 599 . l 5 29 l0 . 0 02 27 35 . S7 5 l3 26 . 4 6255 529 100 .029 29 35 . 6 4 14 4 278 653 . 3 529 l0 . 0 . 03l 3l 36 . 17 3 is 3 Al. 6O2 . 7 5 . 29 l 0 . 034 6 . 51 2 16 2 32 l 714 . O 5 29 13 . 0 . 037 l 17 lOxic) LOOP NUMBER l ELEV . =27 . 0 23 . 20 SP 36 . 7 2 . l6 l0 . 0 . 0l2 l2 23 . 32 2 \ 2 800 38 7 75 . 4l00 045 4 2 77 2 2 8 0 390 ll4 2 . l6 83 . 0 . 097 8 08 3l . 86 23 2 27'.r2L 0o 0 114 . 4 4 26 l0 0 004 04 3l 8 24 l7 20 . 14 114 C- 4 4 . 2G 10 . 0 Dl3 l3 32 02 AL.3 l8 20 6 114 0 342 4 . 26 l00 027 27 322 26 4 l9 6 6l 38 9 Ol 2 4 . 26 270 35 2 4 1 . 029 2 J290 28 2l 4 . 26 l0 0 025 5 33 l6 29 7 2' 307 S 26 2o4 426 l00 0l9 l9 33 . 7 3l 2 26l 9 4 . 26 l0 . 0 0l7 l7 337 32 lo 2 3 7 4 10 . 0 0l4 14 246 2l3 . 6 4 . 26 l0 . 0 0ll 11 25 . 5 lO8l 4 26 l0 .0 . 00 0 w4 . 08 35 l3 28 26 4 l6 < . 7 4 25 l0 . 0 007 07 3 l5 36 l4 29 27 8 l34 . 0 4 26 l0 . 0 . 005 05 34 . l9 7 l5 30 294 l04 5 4 26 l00 . 003 03 34 22 38 l6 3 | 32 l 72 4 4 26 10 . 0 . 0(/2 0' 34 . 24 39 l7 32 ' 3S 8 366 4 . 2G 10 . 0 000 o0 34 40 | E.2 l 6 228 . 0 0l 2 2 . 70 36 94 4 l | 8 u 00 0 36 6 5. 29 l0 . 0 . 000 0 36 95 42 \ 8 33 3 6 72 4 29 l7 0 00l 3G 95 43 l7 \ T/ COMBINED 6PM 787 2 AVE . P5l 3697 CIF;INNELL F' Il:--ZE PROTECTION CO . INC . ro 1*14L.Pl PE EQ U I V TOIAL F'i F"E- '1; ..)1,4(. 1 I GF11 GF11 I D F`-T F T F'F-/L F I ND L. I"'"I 00 7:E7:7 . 2 1:El S .1 . 1 19-., ::::7 . 92 34 .9E--20 C)() A) 7 7 07 1 iri i 4 1 IFS v; ov Al.)DL DEMiCiND (: F111:z. I C)C) C) INS I ID F- 1405 E L L.E V Z:.: D 7 . *2' 27 . (_) 58.4sr. elf tQ Is C.A A D 1)L D E:Pm n1%4 o c.r,r.,i= .14.C,C) RACK OFI-JANC> Hillo.1 COE:f-F i 4-i . 1 1 Q 7() . 01 1 to Tx,35795(- 11 A NC- G 4(*-)(:)OUTSIDE HOSEiDDLDL 1 2 1o . 09 64 .0 CKIE. 4 0 -S'l 2,C) 0 2EzW-..e r.,6 1 4C) 174 7 . 2: 12 . 03 719 74*7 2 1 (:) . C),-:4 65 . t>0011:11 54 -52 . 154 14(D 1 7 Ll 7 . 2, 12, 94 . C)C)(.- 2-1 S b 2 . 79 A 7a 60 MOVEC710A, ro cl-11, MAIN LOW::' [,JIUMBER 2 ELEV . 27 C) 2:*3 . L-12 2 . E'. 2 . LE,2 . 1 C. 1 C) . (_-) 00 2*_--*" . 1,11 1 47 4 F-. 00 1 7 12: 1 9S . 04 44 If- 27-:20 L.00P NUMBER 10 EEL.E.V . 7 . C) 2: 1 1 4: 2 1 10 . 2 2:-:-. 4.2 4 0 . I- - Ir.-:111C,(3ID . 'I 1 *14 . 2 . 1 CY37 c: . C." 3.1 3 0 0P NUMBI:.R :3 ELEV . 27 . C) z: 4.4 j T,41 2 . 16 1 (:j . 0115 1 E-.; 5(:.. G. S . C! I (::)L... 9 G. I A. 1 L. .27-r40 LACY PWME.--'-E:R ELEV . 27 . 0 4 P Q . Q 47444 4 1. (Air, NUMEREAR Al E--L 1., 27 .21 I . (_) 2 . 1 C. 10 . C.,,C)( 01 :,.:5 . (1 02 2 ::--.4421 . '1 c 5 L.C3 3 P I A Pl,I---:Il Fl, I'll EL-i.-..:V . 7 . 01 . 2. 11 IF" C GRINNELL FIRE PROTECTION SYSTEM CO . ' INC . 06-20-87 l3 | 4l : 27 PAGE N07 TRANCFER AREA IPE FLOW PlPE EQUlV PR I SEC PRIM SEC NO. G* . P . MI . ID FT PF/FT PF/L LOOP LOOP J PT J PT l 2G. . 99 2 . l 6 228 0 007 -l 63 5 6 l 3 20 4To-- A10 62 23 . 98 2 . l6 228 0 005 -l . 23 6 7 l2 21 63 22 74 2' . l 6 228 . 0 005 - l . l 2 7 O l l 22 64 22 . 60 2 . l6 228 . 0 005 -1 . l l 8 9 l0 23 it ~- 65 22 . 97 2 . \ 6 228 . 0 . A05 -l . l 4 9 l 0 9 24 66 23 . 74 2 . l6 22O . 0 . 005 -1 2l l0 ll 8 2E, - " ~- 67 24 . 5O 2 . l 6 228 . 0 .006 - l . 29 l l l 2 7 26 - " ~~ 6 25 . 48 2 . l 6 22O 0 .006 -l 3O 12 l 3 Cl 27 69 26 . 43 2 16 228 0 . A05 - 4O l3 14 5 28 70 27 . 76 2 15 228 . 0 . 007 -1 . 62 14 l5 4 7l 2944 2 l6 228 . 0 . 008 72 10 2 . l 6 228 . 0 . 00 -2 . l l l C. l 7 2 3l 71 35 78 6 228 0 011 -2 . 58 l7 18 2 r MIT Application For DEPARTMENT DECISION HeatWg Permit AIKICATION IS NERENT: DWAIITUM OF LICENSES AND IMPWlrlONS mmvn msmw wvn TOWN OF SOUTH WIN DSOR Q tNlf1 WI01CiTM YMCAT1000 NYOT OO MNITtO M TT<KO. ONi1N MITN NYMO[w ONN Ou OtI E 1. LOCATION OF JOB 6 4 o egu TE l+W Fi% 1.. Some e OWNER S s rye i u ro s S. ADDRESS 1644 o K o u r E s' A SO U T H W/N DS o 2 fNONE 52 8 43 7/ G. AFFUCANT M EL L E N E At E kn V Crti TE ADDRESS l o 7 U U04 S I D E AVE. EAST" NA RrFo R D+PNa,E ,S&P•3500 O. LICENSE N0.o_Z677 a O. EXMNAT10N DATE OF LICENSE QL I' to. ESTIMATED COST f '7 2 SO QISTINSACONTRACTCOMGYES FEE ENCLOSED O so. TYPE OF DIILDNIO: NOINTML U CONNEOCIAL • 9 Tvm OF JOB: INoutRtllAL NI!AALATION OOITONON APPLICATION FOR HEATING PERMIT fs siae) 11. LOCATION OF JOB 1 4 0 2o u rE 5 IIo. stR R LooR IL TYPE F INSTALLATI N: U OIL BURNER ELECTRIC yEMnuTION smN[m am BURNER STACK INCINERATOR MISCELLANEOUS NNNTIr LOCATION FILL a 13. OFTANK OF TANK of 14. B.T.U. EQUIP. AT REGISTER O oaoo FURNACE MAKE AND NO.SDF-300 AF-aMFu AT BONNET 7'SO-00a FIRING RATE 2 S•5 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 IV E w INSULATED — YES OR NO VEs TYPE OF WALLCEN EuT' BLOCK INSULATION VE S ROOF OR CEILING INSULATION VC5 AVG. SYSTEM WATER TEMP. B.T.UJSQ. FT./HR. EMISSION INDOOR-OUTDOOR TEMPERATURE DIFFERENCE FAHRENHEIT MAKE OF RADIATION: BASEBOARD. COPPER CONVECTORS. OR C.1. RADIATION. OUTPUT PER SECTION OR LINEAL OF RADIATION. SQ. FT. OR B.T.U. DESC11APTHM Of WM I N 6 TA- t L A T-I o N o f TWO (Z) S"/KS o A/ > C N v 2 C µWA!Z M I 2 1s. TO BE DON - A)ITS 4 DlA. 50PPkV 41A)E:5• 1s. NEAT LOSS SCNEDULE. (TO BE INCLUDED FOR ALL JOBS): a.T.I& ILT•U. OISTRINUT LININSTM. <O me"usw AND ooews ARt/ — SOUA1lt FEET OL M TDTAL TOTAL Room NO.DRi a o"as N" 0014.1" 'LOW "&,". AT!I, compmoav TO m.s M TTon A"029 RAO. OR LSAO" L N A110 i0. alit w"66 6 INMILTJ OIIpp. 1•ml rwst AwtA TOTALS A. HEAT LOSS FROM BUILDING 2 8o D ood B.T.UJHR. • 2 6- C y• Fr Qk'e N'eR. B. DOMESTIC HOT WATER DEMAND B.T.UJHR. C. PIPING.OTHER THAN NORMAL B.T.UJHR. ALLOWANCE FOR HEAT VALVE OF FUEL (A B C) FACTOR 17. ELECTRICAL wORK BY• ( e 40 N I l9 I l.FC'TTR/C qS0 S U I I I V A A) E• So• W/N D so mma Aneww SUBCONTRACTORS AND A O /I le ' j!f/`i /M N,C s Is. THEN TRADES ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORRED BY THE(OWNER) OR (AG&M OF THIS PROPERTY AND WILL BE DONE IN STRICT ACCORDANCE WITH THE BUILDING CODE. PLICATION TO BE COMPLETELY FILLED IN. 3 7 memo Harry Jens n PEOPLE(SEE TABLE28,PAGE 46)2,4,6,8,10,12 LINE SENSIBLE 1-24 HR 14,16,18,20,24 HRSNUMBERNUMBERLATENT1)ARRIVAL (2)TOTAL TIME 7001 BTU/HR BTU/HR TIME FHOUR) IN SPACE(HOURS)7002 S v 7003' 7004 7005 INCANDESCENT/FLUORESCENT - FLUORESCENTLINEW/BALLAST 1"24 HR 8,10,12,14,16,24RRS NUMBER REMOTE(WATTS) IN SPACE(WATTS 1)STARTTIME 2)TOTAL TIME 8000 o o HOUR) ON(HOURS) LINE NUMBER la"VALUE8001Not required perA HRAE fundamentals 1'985' VALUE MOTORS(SEE TABLE 29,PAGE 46) 1-24 HRLINEMOTOR 2'4,6,8,10,12,14,16,18,20.24 HRS NUMBER 1)START TIME 2)TOTAL TIMEBTU/HR USAGE HOUR)9001 ON(HOURS) 9002 9003 9004 9005 APPLIANCES(SEE TABLES 30A,30B PAGES 47,48) S 24 HR 14, 6,18,20,24 HRSLINESENSIBLELATENT1TARTNUMBERBTU/HR BTU/HR 2)TOTALTIME W/HOOD 10,001 HOUR) ON(HOURS) Y.N.) 10,002 10,003 10,004 10,005 VENTILATION ORINFILTRATION—ENTER LARGEST CFM VALUELINENUMBERCFM 11,000 p o GR/LBO WLB difference only ifhumidification is to be added to the heating equipment load. F:rl DUCT HEAT GAIN OR LOSSUMBERCOOLINGGAIN HEATING LOSS00) r arrival times are military time(1-24).the cooling syem isto beoperatedon/during occupiedhours,enter"24"in tote/times aceerna//oads(p'eop/e,Lights,MotorsandApp/icances)to showfulltime operation.p on boxes P Th Tran CompanyPub. N .22-3068-3 Dealer Products Group•Troup Highway Tyler,TX 75711PAmericanStandardInc.1986 P.I. 8m ENTER TOTAL NUMBER OF WALL SECTIONS (1-15)COLOR WALL 4 FACE LENGTH HE WALL 1 FACE LENGTH HEIGHT U.-COEF. GROUP WEIGHT (L,M,D) 0 400 100 n l IN FEETvlGLASS U-COEF. INTERNAL WINDOW GLASS WINDOW IN FEET SHADING SHADING IN QUANTITY WIDTH H IN WIDTH HEIGHT SUMMER WINTER COEF. (Y. N) WALL WALL QUANTITY 401 101 402 102 403 103 404 104 405 105 COLOR WALL 5 FACE LENGTH WALL 2 FACE LENGTH HEIGHT U.-COEF. GROUP WEIGHT (L,M,D) 0 MM 500 200 0 r L v I INTERNAL GLASS WINDOW IN FE GLASS IN FEET U-COEF.SHADING SHADING A QUANTITY WIDTH IN WINDOW WIDTH HEIGHT SUMMER WINTER COEF. (Y,N) WALL WALL QUANTITY 501 201 502 202 503 203 504 204 505 205 COLOR WALL 6 FACE LENGTH WALL 3 FACE LENGTH HEIGHT U.-COEF. GROUP WEIGHT (L,M,D) 300 C)I c 600 INTERNAL GLASS WINDOW IN F GLASS IN FEET U-COEF.SHADING SHADING IN QUANTITY W{DT} QUANTITYINWINNOW WIDTH HEIGHT SUMMER WINTER COEF. (Y. N) WALL WALL 601 301 602 302 603 303 604 1 304 605 305 FACE = N,NE,E,SE,S,SW,W,NW,HOR WALLS(SEE TABLE 16)PAGES 28-30 GLASS(SEE TABLES 12,13,14)PAGE 26 SHADING COEF.(SEE TABLES 6,7,8,9,10)PAGE 21,22 TRAME TM Computer Form COMLOAD LINE NO. PROJECT 53 CH 10 NAME 20 LOCATION 40 CH 30 ZONEIAREA 17 CH ALCULATION 25 CH 40 BY INSTRUCTIONS AND NOTE 1) All table and page references are to the"Load Calculation Digest Commercial/Industrial Air Con- ditioning"Pub.No.22-3010. 0101 2) After all the data has been input,a"24 HOUR COOLING LOAD SUMMARY will be( YES/NO)?te YES, out indicating the building peak load and hour,and asking ANY DATA If the LINE NUMBER will be requested. (You may change any or llines theta. After the LINE NUMBER first line change,the program will request MORE CHANGES. (YES/NO). YES again will be requested. If NO, the "changed" "24 HOUR COOLING LOADS`UIMbMrequested 11 be printed. If there are no additional changes, ANY DATA CHANGES. Y enter the hour for which you want the detailed printout(CR forIpeak hour or 1-24 hours). After the detailed printout,you again may make ANY DATA CHANGES. 3) If after you enter a line of data and CR (carriage return)and ou wish INE o changeharsUPTIONthat n ENTERthresseBREAK/INTERRUPT button and the program will print LINE NUMBER OF LAST COMPLETE ENTRY, LINE NUMBER?" InpuLINE NUMBERSa nd caculaeprogramwillresumeatthatpointandcontinuethroughallsucceeding tion steps. To exit the program at anytime,press BREAK and input"LINE NUMBER"13000. DESIGN CONDITIONS—Month=Jan,Feb,Mar,Apr,May,Jun,Jul,Aug,Sep,Oct,Nov,Dec 50 DESIGN MONTH CONSTRUCTION TYPE(*1,2,3) 1=Light 30 LbJSq.Ft 2=Medium 70 LbJSq.q 3=Heavy 140 LbJSq.FL 41 CLIMATIC CONDITIONS(SEE TABLE 2)PAGES 4-17 AILYWINTERSUMMERSUMMER RANGE DAYS LATITUDE DRY BULB DRY BULB GRAINS so 1 fa<— INDOOR DESIGN CONDITIONS(SEE TABLE 1)PAGE 4 SUMMER SUMMER WINTER WINTER DRY BULB GRAINS DRY BULB GRAINS NUMBER OF DEGREES—CLOCKWISE ROTATION OF THE BUILDING 80 SELECT ONE(450,9(r,135°,1800,2250,270,3150,3W) Line number 80 may be run after the first"24 hour cooling load summary"as a data change. Pub.No.22-3068-3 IGHT U.-COEF. GROUP WEIGHT COLOR ROOF (SEE TABLE NO.18) PAGE 31—33 and (TABLE 23) PAGE 41L, M, D) LINE COLOR CEILING VENTED t NUMBER LENGTH WIDTH GROUP WEIGHT U.-COEF. D Ljv L, D) (Y, N) (Y, N) 3001 U-COEF.SHADING INTERNAL IGHT SUMMER WINTER COEF. SHADING Y, N)3002 3003 3004 3005 PARTITION TABLE 16, PAGE 30) LINE LENGTH HEIGHT U.-COEF. TD TDNUMBERCLG.) HTG.) 4001 IGHT U.-COEF. GROUP WEIGHT COLOR L,M, D) 4002 4003 U-COEF.SHADING INTERNAL IGHT SUMMER WINTER COEF. SHADING Y, N)4004 4005 FLOOR(Over Unconditioned Area). (TABLE 22,23) SLAB EDGE INSULATIONLINELENGTHWIDTHU.-COEF. TD TD EDGE INCHESNUMBERCLG.) (HTG.) FEET (2,1 5,1.,0) 5001 5002 5003 IGHT U.-COEF. GROUP WEIGHT COLOR L,M, D) 5004 5005r U-COEF.SHADING INTERNAL IGHT SUMMER WINTER COEF. SHADING INTERIOR CEILING(Unconditioned Space Alcove)Y, N) LINE LENGTH WIDTH U.-COEF. TD TDNUMBERCLG.) HTG.) 6001 6002 6003 6004 6005 NOTE: Use only with construction 24and25page 34.Seepage 35foitemperaturecalculations t-ttrtELINE, (tLL - 'CR"-) 9UWISHA7e0-75SUr'MRRYYESORNOr4O PORttfHlTHOWYOU [_--:.-.TPRINTOUT - eCRFORPERKHOUR ? THETRANE :OMPRNY DERLERPRODUCT"]. GRDUP RPPLICRTIONENGINEERING ++ C.011MERC:IFLINDUSTRIALLOADCELCULRTIDN PROJECT111--tiE LIIt;ATIO 01118:f88 CRLCULATIGNBY= COUNTRYA ' c-ONE/ARECt DESIGNCENDITION-3SUNNIERUt'll#ERDRIL':' DEGREE LATITgUDEMONTHTIgP9rD.RYBULB1GRAINSRANGEDRYSCONSTRUCTION 41tj}''iL;G_-1MEDIUM DOORCONDITIONSt. La yyT---------------------.------- DIFrERE"CETD COR' -TIOttFORCOOLINGLORDTEMPERATUREDIFFE?F_Fir-'E CR"t ..TDliIiAIL'i' 5Y-((Ec.+14)/2)=13. 0 CURRENTION1 SPACECOOLINGLORDFORHEATTRANSFERTOTHLSURRCIUNDINGL: RRDIqTTOCRFRCTOR (F4_ Fr = - 0. 02+tKtFt = ( ILf *(8+ Itjta11 + R+Uwindowj + R*Liceilings) to: Ctti= OUTSIDEWELL:_ CEILINGL:RODFS= h.JALL RRER.a-COEF. HREH*U-r-OEF. HRER*U-COEF. ARER+U--C.DEF. LEriGTH iE .:. CiGCf. 113660. 1-340. FRCTORFc = 0.850 HEATGAINGLASS HIILAPCLFFCSENSIBLE zQ.FT. TOTRLSDLARHEATGAINTNRUGLASS0. GLAD-` TRANS1ISL:IONGRIN EXPOSURE :=4}.FT. It-t=OEF. CL.TrCRTDFCSENSIBLE TRRP4SMISSIONGRIN EXP9SURE :=tt.FT. U-COEF. COLORGROUPCLTDCRTD 3105. BL FSENSIBLEE t0iiL. !7i•-... V rii1 ir1L• 1ale .850a1L' . WALL . rA1 1.=•E11. .85024841. k1f;LL_ E4680. 0.300.83.E6. 13. . 85022645. ALLW4680. 0.300.83Et- 1 . 54 t. 1.5U?2. RUFFSQ.FT. t_t-COEF. COLORVENTC:LTDCRTDFCSENSIFLE GROUPI106600. it. 101 . 001 . 007713. .350579904. Q. FT. U-CDEF. TI+ FCSENSIBLE FLOOR0-., 00. 0. 100. 8500. INTERNALHEATGRIN PEIIPLENUMBERSENSIBLETIMEIN-'TGTRLCLF (. *FC+.1) EhFIBLE 20250r120.868953049. LIGHTS' I, 1CFINDESOENTTABLE1a/1bTIMECLFFCSENSIBLE 5000 + ;3.41=34i47-`120.6885012765. FLOURESDENTTABLEfa/1bTIMECLFFCSENSIBLE AnA 5 U, _ #. i 12 0.88 85 i 15334. TOTAL INTERNAL HEAT GAIN 31947. +# ROOM SENSIBLE COOLING LOAD 669334. # DUCT SEI' S I BLE HEAT GAIN 0.`: 0. VENTILATIONZINFILTRFiTIDN CFtl TI; TOIL ` ' CONSTANT 3E IIELE 4000. 5. 0. 1. 08 21600. TOTAL SENSIBLE COOLING LOAD 690934. LATENT COOLING LLlRD PEOPLE NUMBER LATENT T I VIIE I tJxTOTAL LATENT 20 250 s 12 50010. VENT I LAT I GN/I CIF I LTRAT I ON CFM GRAINS ONz5STANT LATENT 000. 1 .0.68 51680. TOTAL LATENT COOLING LOAD 56680. TOTAL iEIILING LOAD ':?.FT. TO'I TON"", SECT iI;LE TOTAL F:TU H? SPACE HEATING LOAD CALCULATION H T.L+ 65 E>c70` LRE CROUP FT. I-COEF. HI'll z:ECI3IDLE LO3 WALL N E 17380. 0.30 655. 143910. illp-Li. % E t181+. 0.3 0 14010. LIALL E E 4680. 0.s,+t s?5. 41260. t,:HL_L E 4680. 0.30 65. 19126U. ROOF I 106600. 0. 10 65. 692900. FLOOR 1 t}aa01+. 0. 10 0. L+. SLAB EDGE FEET INS:%ULATION O.D.TEMP. FRCTOR SENSIBLE LUSS a RI: 340. 1. 0 IHCHESE' 0.50. 67000. TOTAL TRANSM I SS I GN LOSS 12230240. # DUCT SENSIBLE HEAT LOSS 0 ft_. 0. ENTILATIUN INFILTRATIGH CFM HTD COCISTAr' ' i 65. s8Vcl. TOTAL HEATING. LOAD BT1 xHR/SQ.FT. WATTL/S!. P. T. 443.Ktki 14.2 4. 15 ANY LINE CHRNGES, E-NI ER THE LIME;- EL SE i CR') PR,OGRRM STOP AT 017 345) PROGRPM STOP AT 180 USED 12.41 M I T`1 BYE 00013.96 CRU 0000.32 TC'H 001?. '? K'C OFF AT 1 :21CST 01/1.8f88 T_am ates d 6at Lj1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 f SOR•CO AREA CODE 203/644-2511 M E M O R A N D U M December 3, 1987 TO: Thomas D'Auria, Chief Building Inspector FROM: A. Bowen Davies, Deputy Town Engineer Gy RE: As-Built Drawings Property of C & S Distributors Section 4.13.10 of the South Windsor Zoning Regulations has estab- lished a standard requirement for the "As-Built" drawings that are to be submitted prior to the issuance of the certificate of occupancy. The plans are not in compliance with this section and are not acceptable. A recommendation for an approval from the Engineering Department is denied. t ABD/jsv cc: Ramans Enterprises Marcia A. Banach, Director of Planning Michael J. Gantick, Director of Public Works Engineering Department File Lucek Engineering Associates, Inc. Consulting Engineers & Land Surveyors 490 Buckland Road South Windsor, Connecticut 06074 Emit W. Lucek, PE, LS Telephone (203) 6 4 4—0 5 5 0 Mr. William W. Stoeckert September 22, 1986 Re: C & S Distributors South Windsor, CT STC #132-8608-01 Review Data Dear Mr. Stoeckert, _ Additional data required to review the subject development is hereby submitted. 4 _ 1. Item VA Bureau of Planning. "Hourly trip question for Am-Pm peak-hour appears low. " Reply: As indicated in item VA of the application, ITE Manuel could suggest higher Am-Pm peak traffic. However, the catagory applied is generalized as "Warehouse-Manufact- uring. " The proposal of this application is primarily warehousing and the projected employment is estimated to be 116 employees. The use of 150 trips during Am-Pm peak periods appears resonable and conservative. 2. ITEM III Show signing and marking at access drive. " Reply: See revised drawings attached. 3. Item IV D show internal signing and marking and handicapped parking spaces. " Reply: See revised drawings attached. 4. Item 'V G- Capacity analysis for access drive. " Repl : 1wnM., S tached excerpt of Geometric Design Policy of AASHO. RECEIVE 0 k OCT14 1 Y SLATE TRAFFIC leg,%§01fontact me if any additional data is required. e r ly rs, E Lucek STATE OF CONNECTICUT MEMBERS Commissioner of Transportation TRAFFIC COMMISSION Commissioner of Public Safety Department of Transportation Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 October 15, 1986 Mr. Emil Lucek Lucek Engineering Associates. 490 Buckland Road South Windsor,- CT 06074 Re: STC# 132-8608-01 Dear Mr. Lucek: Subject: C & S Distributors, Inc. Town of South Windsor The additional data submitted with your September 22, 1986 letter will be forwarded to the Bureau of Highways' Division of Traffic to be incorporated into the ongoing review. You will be advised by this office if any additional information is required. Very truly yours, J William W. Stoeckert Executive Director cc: Chief William R. Ryary Mr. Thomas D'Auria Mr. Samuel M. Cohen Phone: 566-5228 PLUMBING APPLICATK)N Ap Nm 73 L/2 on the ........ - side of OL --E 713btv r, icy 3typ- S- - Street Na. ...... 140 Lcs 7, ' Filed in Office of The impow a No peam •ball add o0 or alder ay potion of the dmbmv mmm of an! bates ezoept to repair lab) Una a park it maimed by the APPLICATION FOR PLUMBING PERMIT (C ntinued from Reverse Side) TOWN OF SOUTH WINDSOR9 CONN. 11. LOC ATION OF JOB y 0 R4. -)5 No STREET F10011 APT.90. GENERAL PLUMBING 12. KIND OF INSTALLATION ` W 13. SIZE OF MAIN DRAIN 14. NO. OF TOILETS STYLE k 15. NO. OF URINALS STYLE 16. NO.OF BATHTUBS 17.NO.OF LAVATORIES L" 18. NO.OF SINKS 19. NO. OF WASHTUBS 20. NO.OF CONDUCTORS-SIZE 21. NO. OF STACKS SIZE S" 22. AREA OF ROOF 23.NO. OF CATCH BASINS 24. NO. OF FLOOR DRAINS 25. NO. OF OTHER FIXTURES KIND 26. ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW? ho 27. SIZE OF WINDOW 28. IF NO WINDOW,WHAT KIND OF VENTILATION IS THERE? 29. SIZE OF DUCTS 30. ARE SEWAGE AND WATER FACILITIES AVAILABLE? s SIGNATURE ADDRESS O j 01 irg o 6 • Cep TELEPHONELICENSENO. ESTIMATED COS OWNER ADDRESS ,4qC) les— WATER HEATER 31. TYPE 32. MANUFACTURER TANK SAFETY DEVICES 33. CAPACITY 37. TEMPERATURE RELIEF VALVE 34. TEST PRESSURE_ 38. MANUFACTURER_ 35. WORKING PRESSURE 39. PRESSURE RELIEF VALVE 36. TYPE 40. MANUFACTURER ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORIZED BY THE OWNER OF THIS PROPERTY AND WILL BE DONE IN STRICT ACCORDANCE WITH THE BUILDI G CODE. C0962 DATE S NATURE OF APPLICANT 73 1 PLUMBING APPLICATION agicam N6. `7O Strut NO. ._._ Owner .... Plumber Filed in Office of The Bw L spocoor IIT G'tlO lr. No peon shall coact, add do or aloes may portion of the drainw wmm of may bolding except to repair feasts) until a Plesmit is g mmwd by the Building Lupe ooc. APPLICATION FOR PLUMBING PERMIT (Continued from Reverse Side) TOWN OF SOUTH WINDSOR, CONN. 11. LOCATION OF JOB / / `tQ SI NO STREET FLOOR APT.MO. GENERAL PLUMBING 12. KIND OF INSTALLATION C//GS 11 U/fs 13. SIZE OF MAIN DRAIN 14. NO. OF TOILETS STYLE 15. NO. OF URINALS STYLE 16. NO.OF BATHTUBS 17.NO.OF LAVATORIES 18. NO.OF SINKS 19. NO. OF WASHTUBS 20. NO.OF CONDUCTORS SIZE 21. NO. OF STACKS SIZE 22. AREA OF ROOF 23.NO. OF CATCH BASINS 24. NO. OF FLOOR DRAINS 25. NO. OF OTHER FIXTURES KIND 26. ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW? 27. SIZE OF WINDOW 28. IF NO WINDOW,WHAT KIND OF VENTILATION IS THERE? 29. SIZE OF DUCTS 30. ARE SEWAGE AND WATER FACILITIES AVAILABLE? SIGNATURE ADDRESS SUS p 1/rv,aSQ/C r O6c 7 LICENSE NO. ESTIMATED COST TELEPHONE OWNER ¢s 5 %$ ADDRESS WATER HEATER 31. TYPE 32. MANUFACTURER TANK SAFETY DEVICES 33. CAPACITY ,i 7e N 37. TEMPERATURE RELIEF VALVE loigG 34. TEST PRESSURE 38. MANUFACTURER_ 35. WORKING PRESSURE 39. PRESSURE RELIEF VALVE 36. TYPE 40. MANUFACTURER ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORIZED BY OWNER OF THIS PROPERTY AND WILL BE DONE IN STRICT ACCORDANCE WITH THE BUILDING C E. Z Li CD962 DATE V SIGNATURE OF APPLICANT y 1 :v,- Wit'1p .••, r.. a`. a it'K"..•r.r •„1_ :_y` i• '.+..ad.i.:•r•.i i.•--"- -- 'isti ---r.+.ti i.. a u-L'L... _..t s. -.-:..4«:rs 8-3 c. 12-ft traffic lanes, adequate shoulders, no obstruction within 6 ft of the edge of pavement. .1 d. Horizontal and vertical alignment satisfactory for average highway speeds of 70 mph, except on urban arterials. No restricted passing sight distance on 2-lane highways. Table 8-1 -- Maximum Service Volumes Under Ideal Conditions Passenger cars per hour in one direction) Maximum Service Volume at Level of Service: Roadway Type A B Ct Dt E (Capacity) 4-lane freeway 1400 2000- 2300-3000 2800-3600 4000 6-lane freeway 2400 3500 3700-4800 4150-5400 6000 8-lane freeway 3400 5000 5100-6600 5600-7200 8000 Each additional freeway lane 1000 l 500• 1400-)800 1400-l 800 2000 2-lane highway` 400t 900t 1400t 1700t 2000t 4-lane.highway' 1200 2000 3000 3600 4000 8-lane highway' 1800 3000 4500 5400 6000 Each additional i highway' lane 600 1000 1500 1800 2000 Urban arterial# 0.6c 0.7c 0.8c 0.9c 1.0c Source: Ref. 1, Tables 9.), 10.1, 10.7, and 10 13. t Where a range is shown, lower figure applies when PHF — 0.77; higher figures are maximum average now rates likely to occur during 5 minutes PHF a 1.0 theoretically). Normally representative of rural conditions. t These figures are service volume totals for both directions. c a capacity_of the critical intersection along the arterial. 3. Factors Affecting Capacity and Service Volumes. Capacity and service volumes are affected 1 by any factors which modify the "ideal" conditions described above. The effect of each modification is shown in Chapters 9 and 10 of Ref. 1 as a factor to be multiplied with the ideal" maximum service volume. The factors are grouped under two headings: 1 a. Roadway Factors: 1) Narrow lane width (< 12 ft). 2) Inadequate lateral clearance (< 6 ft from edge of pavement). 3) Inadequate shoulders and auxiliary lanes. 4) Poor surface conditions and alignment. 5) Grades. b. Traffic Factors: i s 1) Commercial'vehicles (trucks and buses) in traffic stream. 2) Relative utilization of lanes on multilane highways. c 3) Peak hour factor. 4) Traffic: interruptions (signals, Stop signs, toll gates, etc.) 4. Calculation of Capacity and Service Volumes. See Ref. 1, Chapters 9 and 10.j i TO THE BUELDING INSPECTOR 411 an APPLICATION FOR OI 3OUTH calmL PLAN EXAMINATION ANI BUIL01N0 PERMIT IMFOOTA97' Appllewt to C p/ete all ittlos in soetlens: 1, 11, life lye a w Ix I' AT (LOCATION) HD Jhwl F17'J7 )sLVD, ZONING LOCATION I a sratsrl o1sTA1tT OF tTwtst 570PoA/G RD, AMC sywvAN AVM.. BUILDING betas $?net?) excess erneeri umswo1v1s1oNLOTI.oCK N 11. TYPE AND COST Of BUILDING — All applicants complete Parts A — D A. TYPE OF IMPROVEMENT 0. PROPOSED USE - f;«"Wmckiwg.. most meow woo i Now building Residential Meaftsidantlal2 ArdiNon(If residential. •aster "a *ev 12 One lowly 1K Amusement, recreationalOfRewbobpineMaustided. if may.iw Part D. 13) 13 Two or owe lowly - Fnefr 19 Church. other religious nawnbov of boots— —— — 30 ImiusttfeiAlteration (So* 2 tbOfrf) i14 Transient hotel, m«@I, 21 Parking gcregs4Repair, replacement danaih" - Entf of Rbvr S wrecking(it xnbltifttwily residendist. Of "Wes ——————— — 22 s«vies stems", repair$We" told munt6er of antes in bbililwg in isPotD. 13)G«age 23 Hospital, iwetltuNawal d Moving (del action) 14 Cerpert 24 Office. bank, professional I 7 foundation only 17 Oth« — Specify 2S public utility 26 School, libr@ry. other e6metlonal B. OWNERSHIP 27 stems. morsawNis e ct Ptivete(individual, aerperstien, 20 Tanks. tawars Flonprefit instihNion, oft.) 2! Oth« — specifysoPublic(Roreml. Stets. or local I vernment) C. COST s Newrasidewtial - Oessribe in deteil proposed vso el buildings. o.g.. load OV processing piewt. machine shed. laundry building at hospital. elomeoLj%V10. Gast f impr veeaent,,,,!.......... school. seconds" school, sellega, p«@shicl•sshaal, parking gereg Icr deportment store, rentei office building, office building at induastfisi t+lcnt. i be installedbuco bare not included 11 we*of existing building is being changed. enter proposed vse.eb. tiov. a:o::9 o Ba q oa.oa. Elemental.......i.....:......... VO S/ 4 C7i'(JCrUR 1; t'STRv -1-yQA j L-Y1s77iy6) WORK 1WWH-vC3 b. Plumbing ... Joe 9°......... `3/C00e"vv 77'29,t Pp.oai 29 p,o0 p 0 15W/v6 7Ae /Ave a4F &I A S77mr. or- /C-e SA4CFe.Meeting, air senriHoning......... d. Other(al vat« .te UriUrys ,t ".t'rsf7ivt.c.,s k0My,J;9,, 77N 11. TOTAL T OF IMPOW M NT r•rm60,00 III. SELECTED CHARACTERISTICS OF BUILDING . For now buildings and additions, complete Ports E L; for wrecking, complete only Port J, for all others skip to IV. E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS 30 Mosenry (wall ba«IaM) 40 Public or privets camp@ny 49• Numb«of stories................ 31 ward!deans 41 Private(sepals tank. ots.) 49• Total severe loot of floor area' 32 Sttustaral steal all floats, baser an exterior dimensions333 Reinforced concreteH. TYPE OP WATER SUPPLY 34 Other - Specify 42 Public er private sampony 30. Total laver ere@, se. ft. ........... 43 Private(well, cistern) K. NUMBER OF OFF-STREET PARKING SPACES P. PRINCIPAL TYPE OF HEATING FUEL 1. TYPE OF MECHANICAL 51. Enclosed ....................... 35 Q.will there be central air 2. Outdo«s........................ is 011 sewditlawiwg>' L. RESIOEyTIAL BUILDINGS ONLY37 Eloctritity 44 UL.I Y o 40 me 33. Number of bedtcems..............30 Coal 30 O*w- Slfeify will there be an 1@vet«t Fvll.......... YN 47 dN 4. Number J thrr,... IV. IDENTIFICATION — To be canpl ted `r all applicants Nam Moiling address — Number. 19reet. cety, and State ZIP cod• Sfl•KUFI- CoH y CP.s DPi'vTo2s' /ni ir r{ $Gv, Lose 2.lv4p-r ' I,}d s' 2eZ L(Jb L-pw 1?D, AfhvcGYA•R C c D 65V6 2/ Canrr s•r S74"P YI+MF— Ao,chireet or Th owner f this building and the undersigned agree to conform to all applicable laws of this jurisdiction. Signature f applicant Address Application date 03 L UDLC w 00 NOT WRITE BELOW THIS LINE V. PLAN REVIEW RECORD — For office use Plans R vo w Required Cheek Plan Review Oote Plans By Date Plans By Notes Fee By A pproved BUILDING S PLUMBING S MECHANICAL S ELECTRICAL S OTHER Is VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS Dote uR+b rJote 3 ermst or Approval Check Obtained Number By Permit or Approval Checkl Oi:,a,n•d BOILER PLUMBING CURB OR SIDEWALK CUT ROOFING ELEVATOR SEWER ELECTRICAL SIGN OR BILLBOARD FURNACE STREET GRADES GRADING USE OF PUBLIC AREAS OIL BURNER WRECKING OTHER OTHER v11. VALIDATION Building Permit numb r Bui Iding Permit issu d 19 But Wing D P rmit Fe S 3 L A rov by:i i n r TIT E TOWN OF SOUTH WINDSOR BUILDING PERMIT Date 4/2 5 19 88 Fee Paid $. .3.3 0 Fit. Value $.5.5 7.0 0 0 Permit M2 16651 on the side of John Fitch Blvd- Stteet Street No. 1 6 A 0 Owner qam L1A 1 r.nh n%r. & S. Distributors Applicant I var s Ram an s CERTIFICATE OF OCCUPANCY ISSUED: Date No. Fee Paid $ CLASSIFICATION Alteration—Professional Building BUILD NG PERfvffr No 16651 OFFICS OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn. 4/j5/88 94to to to Cerfifg, That Ttmre Des—e is hereby granted permission to 10 al terat i cans at a ?rn _as i nna 1 office building at estimated value of $ 5 5,0 0 0 on the side of 1640 John Fitch Boulevard Street an land owned by Samuel Chhen (C. & S. Distributors Said Work to be as described in Application No. 16 88 7 and to conform to specifications and plans filed with said Application, and Building Br Laws of THE TOWN OF SOUTH WINDSOR. 4/2 51SP 8 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" 2) a33 ELEGTRIGAL APPLIGATM Application No. 1 )-7 3 on the Sara Street No. Owner (2 4 - .1J1 S%P 1_RU z!o Its_ Ekctrician aibN'L@ LJ--IEC77 l G FILED IN OFFICE OF The BuiWing Irpector 1! rt No Electrical Work shall be started until a Per- mit is granted by the Building Inspector. In New Buildings no wiring shall be started until the plumbing and heathng pipes, and the Are stops (if of wood) are installed, without a special permit from the ofte of the Building Inspector. Electrical Permit Noy / y 1 5 Master License No. TOWN OF SOUTH WINDSOR Building Permit No. .__.. Date FilledFilled ...-_....._.__... ._ BUILDING DEPARTMENT Date Final Appr_vsl ...._... ..... .._..... APPLICATION FOR ELECTRICAL WORK Electrical Inspector OB LOCATION: , 4.. ....../r.. .......'.. ........_......._...... JOB OWNER: Sideof ............................................................................ Between ................................................................................ and .-. gNameofBuilding Owner .. 5 ......Q T........_. _.............._. ..............._...... Address . If work is for Lessee—.Gve name ................................ _.....................................................- Address Building now occupied as (unless new) .........c% L-wiT!vs.<.....A._..Q`r:`l246' No. of family units now _.......... Building to be occupied as ..._.. 1. :' •=.... ..• .l f• .&::-........--... Number of family units to be G hi w rrk ' clu ed in a Building Permit? ...... ............. ............. Permit Fee If no B Permit) Permittee U.(1N.1. /.• r/ rPl Business Address ....l C..... " • ''rslrphone COST OF INSTALLATION: ...................... `" .1. Q TO BE FILLED OUT BY PERNMEE TO BE WIRED 96 EXISTING APPLIANCES Number of light outlets to be installed Cj- Number of present Appliance Circuits ...._...Number of convenience outlets to be installed ..... .......... - Number of switches to be installed . . . ...-•. ...... ... Do these include Range Water Heater Number of appliances to be installed . • • Dryer (as listed below) Air Conditioner Oil Burner TYPE RATING NO. Dish Washer Gas But Range ' . • • . . • ' Well Pump Flee. Heaters Range Top . . . . . . Oven . . . . . . . . REMARKS: Water Heater . . Clothes Washer . . . .r Clothes Dryer . . . . . jam --i i' !/, //j/Cl/L Dish Washer . . . . . . Air Conditi ning Motor Oil Burner Motor . . . . Gas Burner . . . . . . Circulator Motor l/U////D.C./ -•- O7 -/ Attic or Large Fan , , . F/,CG Well Pump . . . . . . Electric Heat . . . . . Other . . . . . . . . Number of new Lighting Circuits Number of new Appliance Circuits Number of Heating Circuits . . . . . . .... •• Number of Motor Circuits . . . . . . . Sue f present service .............. Size f service to be ..._.._..... M..-•- Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 1640 John Fitch Blvd HVAC # 27447 Sprinkler# Drat `p 00 NO' FNIAL APPROV Estimated Cost $ 00 Building I of J- COMPLETE RED BOXED AREAS Permit Fee 9.©0 Engineering TYPE OR PRNT OPLY Occupancy Fee $ Affidavit SIGN ON REVERSE SDE Appr.for CO.Total Fee TO BUILDING DEPARTMN T,TOWN OF SOLMA WIDSOR,Cr fAddiNional Cost) $ The undersigned hereby applies to do work according to the following specifications: Job Location 1 k A O 7• P I Lot No. Side of Street Zone Applicant inc n—A. S t_t yvU Tel# CcS L LnS`I-C—' Address nil- c rv.c n s- L- Zip Ol063b Lic. a4 Address 1OwnerC_t S 1 a O ,6 {l, V \ J A. Architect Address So,Ft.New Area: 1st FL 2nd Fl. 3rd FL Total New Area Rooms Lavatories tr # Bathrooms Garages Purpose of this permit: ( rn(w Ca - 24 " CJ C,C!&,K c nr Navt. c cN.'t,..,.r n µ w D N L n City Water Well Septic System Sewer Ins. H.O. S.P. Cert. Area Basement Garage _ Approved by 4!. Dat // a Use Group Construction Type RwsW 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 this building and its use is allowed. Sign d 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 Inspection / Approval Date By Appl Code Description Due Whom Code Comment 27447-B 2,450 B10 FINAL 05/31/01 JRC A CLOSEOUT PER FIRE MARSHALL