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HomeMy WebLinkAbout145 COMMERCE WAY (3) DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT -- - -- APPROV D 1540 SULLIVAN AVENUE �� 644-2511 ext. 230 B Q Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: /yam ,Ow&e-, $0-$1,000=$15.00 Street No. , Street Lot No. Over$1,000= $15.00 per$1,000 a or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADD S T61 APPLICANT PHONE# 60 O W N S F-4 OWNER OWNER ADDRESS J VdHY � U OWNER PHONE 2,9 -2 l C ;D ESTIMATED COST$ 000 x IS THIS A CONTRACT COST? _Yes _No a FEE ENCLOSED$_-_ sO ,CO TYPE OF JOB: R N/ew Installation T Alteration/Addition/Repair 14 3X Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? 0 YES i NO ❑RESIDENTIAL / ❑BUSINESS CURRENT USE AND OCCUPANCY U -e ��eU ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY 44 f r ❑EDUCATIONAL ❑ INSTITUTIONAL FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS 0 MIXED 1ASE CITY STATE ZIP (Other please specify TYPE OF INSTALLATION/WIRING METHOD a041—IA-el voll SIZE OF SERVICE �00 A SIZE OFIMAYN CONDUCTORS_ 00 NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES 0 NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS Q NUMBER OF LIGHT FIXTURES O NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS 0 SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK IIAQMIJ�la 00A-77 Tfk UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. © �q i 9 j C CONTRACTORS LICENSE NO. T STATE SIGNATURE OF APPLICANT DATE f NIF INC. J FI ASSOC/AYES, con cr e t e Dumps ter Pad IGO, I I i I° Pro cessed N/F �I I l0 6 I TF 1 8065 cF CI N / I ASSOCIATES, 1C. 1 --f-L. 74.7 5 III w (JFr ASSOCIAT•ES,I/VC.. cn of EX/s �,�ng 8u, ding �q I /=F= 82.0 1 IO \ O 0 //HGt Wp I N 0 q.5 N /;� c s �1 � \ Bench Mark Elev 52 00 T.F• 77.G I I U. � Top S. F— Comer Re taining' \\ F.L. -74.0G I 8� Wa//. Re t. WaY ti I \ Bit Curb JC 6 T.F.60.C-)6 i\\ Sir Curb F.L. S76.56 Po o -iCv I /60' a Gos Conc it F'��gyp- rI j TF 80.74 IQ — g2 Yor Dr� II �� / 35 ' Build/n9 dine TT F.L. 7G.8J�� L; h t Ili 1 g PCd\ (3,`t. II curb-A Son. II (g Oi o 6/ec• \I�Loternl Tel. 3 L,nes II I Sfreef Line 149. IS G.Glum --mac' - \�L�ht _ A/ /4°-30'-� „ -- ei Man. Q- 3°-31 '- =4'O 7. 8P II L= 2 63 M.H. (T.Be,Set) W.G. Hyd. C8. �\� T.F- 82.07 _ N - yyp er o.37 I Q er _ - - 0 F.L-72.60 F.L.73.28 11 i0"P.V C San. N WG. -- 0==== =________- So M.H.Q I -- Son.M.H_ —*F=====____=_ _______ _______—=_= ===1 =_ _______�__-.-- --INAY Gas- '' - C-0 MMERCE 82.5o ti �- T.F- 80.00 Gos II N FL. 74.83 I co -- FZ. 75.51 -- - _ _ -- ---- - -_._ Th e In Porn-)of/or? Show/? On Tn,s I-'Ion rlo een `✓'eri'l- iC In The Field As To Locafi on, Elevation And CoMp/efeness . The Elevations ConP rrn To Thud Order Accuracy And The Coord%Hated Points Con �'or'm To Th i r-d Order AcCuracq. The Following L.ls to d Items Are 71-7e On/yy Oe v/'af/ons From The Or/g/na/ F/ar7 s Appro ve d Lay 7"he To wn Planning And Zoning Colnr7- Iss/an. l) Additio/7 C- Yard Drain Ire f'rOn f OP Building AS BUILT And 5-5 Feef O-P /5" R. C. P. 2) Addifio/7al Wafer Service For Fire Pro fecf-/on Within The Building. -3) Durnpsfer Pod Moved l0' To T7-?(T Sou th 4) Minor Chan9eS 1-n Sforrn DI-aiI-7age F. L. Eleva f/onS• PROPERTY OF JFI ASSOCIATES, INC. LOTS NO. 19 , 20 & 21 145: COMMERCE WAY JOH N FITC H INDUSTRIAL CENTRE SOUTH WINDSOR, CONNECTICUT SCALE I" = 40' MAY 1987 ZONE I I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS ��''•. DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED DEC./0, 1975 AS AMENDED BY THE CONN. ASSOCIATION OFLAND SURVEYOR INC. } PREPARED BY ��h� 2 �g � •°� jr � � :�Toto/ A P.reo = 90, 7/6 SQ. Ft. or N. . LUZZI L.S DATE i,�f 'ilJ�"j11v1 ` ``��\� ENGINEERING SURVEYING 2. 0826 Acres CON REG. N0.9 F\\`� 412 WEST AVON ROAD AVON, CONNECTICUT 87-2 C f Pkr,�. South Windsor BUILDING DEPARTAAENT TO THE Bi1't fOWN OF SOUTH WINDSOR Thls certiti so-cificptIons are trtw copies of freCted ci -e•!-ions �t0 be �✓ S tOte 7" a.ther •. - -.ted in . - fbd with : ti n ant Soiidln !, r.nmpIV w 1, ..Wing 6 .n ord: ,ii be Issued by t' Ot this a '.,"m•.nt du' PPi,,., lnel �n�e Nsrmk. • Signed This plan is ap•r..vo subrrc; !o the r --- Orders and ordi w, shalt a the• •gin.•. �,c•ulatiWc buil, -,c shall De Complied with. Conditionally APpn.v..,l The:_ ;.l j with Suiidina Inspector Carr A No. �j-� APPROVED _ TOWN OF SOUTH WINDSOR ENGINEERING DEPARTMENT DATE: SIG.: NIF c/ FZ ASSOCIATES, INC. S 180_ 5 /1 _43 -E 274.07` -- Cow cr e t e Dumps fer Pod /Goo' I 1° Processed M. I� I A99regofe � DI N/F i� N%F rF_ go,65 I_. LI FI ASSOCIATES, INC. 74.7S I (I FT ASSOCf ATE S,I/VC. � I I �i Ek/s tiny Building l 8 FF= 82.0 1 0 he Wo// C� I N J, cB• "t 3ench Mark Elev. 62.00 P.L. 74.OG � I r. 7. i c, TOP S. F. COI-;--?er RetCyin/�9 \\\\ U' Wall. Nj \\ ' I � Re t. Wa//LO � o I � C.6. T.F.60.-)G rrnn I � �� •.� F.L. 76.56 (n vJ I �, �\\ r BiY.Curb �'✓ Roof \� I \\ Za i cP I /Go' E, I 6os it I conC. IIQTF.80.74 E1ez Yoe Qr p�q T.F �� 35 ' Building Line i I ugh t ' L 76.81\N / ' F.r Pod\ CQ�t. li Curb Q ��I� — Tel. 3� o Eiec�\\' Loter¢l � L,nes A/ /40.30, GO _ \�\ 4c,ght ji Street Line ei "ran. Q= 3°-31 '- `7' w.G. R=4'OT7. 8I' IIcgL- M.H. (ToBeSet - H4Q�. C•8. ) �F 60 37 WQ er W G \� 7TF- 82.07 WO er F L.73.28 I I - - - Son.M.H_ ---- _________— CSan_ N WG. F.L_72.60 Go —*F- ----- — — _ —_ —_- ---- ______= So . M.H.Ay\ _—= I-- ------__/o=�C.Son====____ T.F- 80.00 II _ �'OMMERCE y TF_ 82.S0 l� II-- --- --- WAY Gos FL. 75.5r — __ rL. 74.83 I 7-1 In7oi-n707L1a 7 Shower On Tr�,� /�/a 7 Hos Been Veri t'/ems In The Field As To Lo ca ti an, Elevc7 tio/7 And CoMp/efen ess • 7-h(f E/evafIons Confirm To T/-?ird Order Accuracy AnQ/ The Coordinated PO/T7 f-S Con Por'm To rh;/-d Order Accuracv_ The Fo/% Vving L1S' tod Tte/r7s Are T/�e On/yy Dev/af�ons From The Or-/yina/ P/an s App/-o ve d L3 y 7"he Tb wn P/onning And Zor7ing Corn rr) isS/on. l� Addifior7 Of' Ya/-d Drain In front 07c' Buildir7g And 55 Fee7L Of' /5- R. C. P. A S BUILT 2) Addifiar/al Wafer Service For Fire P1-o feet/0r7 — within The Building. 3� Durnpsfer Pod Moved /C' To The Soot/7 4) Minor Changes 1-n Storrn .Drainage F. L. Eleva (ions_ PROPERTY nF F�r��� JFI ASSOCIATES, INC. n-rIVV. Imo , LV dr zI N0. 9415 COMMERCE WAY TE IQ, �� SOH N FITC H INDUSTRIAL CENT R E SOUTH WINDSOR, CONNECTICUT SCALE 1" = 40' MAY 1987 ZONE I Total Area = 90, 716 SQ Ft of PREPARED BY 2. 0826 Acres LUZZIENGINEERING a SURVEYING 412 WEST AVON ROAD AVON, CONNECTICUT 87-2 C I MAY 3 1 1988 South Windsor BUILDING DEPARTMENT TO THE BUILDING DEPT. TOWN OF SOUTH WINDSOk This certified that this plan and specifications ars trm# Copies of the proposed building or alterations to fss erected at 16— atroer together'with amendm,It, st-.ted in a plicat(on and „1 filed with plan and I agr'e to comply with ill gonjng, n`f(J Building'and st to liws and such orders as shay 6,• I Issued by the Building Department during pendency [ of this application and final issuan4o of 4 hulldllig f`� I permit. Signed ��1 This plan is apprve�subect �40ndiij Orders and rdh,ances r,gul Xing b..ildiog shall W eomplled .th conditionally Approved These filed wJ0 Building .Ins,pLciof Cite N . GI.tGtNr��`tNG >, �PL� sLf�>,t 1\ oC C� 0 MOUNT 17" TO RIM AFF,__----� E51 MOUNT 34" AFF ADA FIXTURES / 0CD / \ 5' 3'— 5' 4' ADA FIXTURES MOUNT 34" AFF R0 _ SED :D 000 , , I �d V\, /qS �v j � y D South Windsor BUILDING DEPARTMENT ■�� (O THE EullDING DEPT. TOWN Pf WC M f;N',u a.'°9 a, This certified that this plan and specifications a-.ru< -, copies of the proposed DuHding or alterations to bt -+� erected at Guest together with amendments state i application an, ;tled with plan and I agree to comply with ail zoning ]gilding and state laws and each orders as shall u wsued by the Building Department during penden— t this application and Inal Issuepp noe of a dl permit. � '// Signed approved sub]oc o the condition the+ 1*hl. p on"Is arders and ordinances re g tIng building shall be :.r piic:d with. Conditionally Approved These filed with Building Inspector Cleo )ate No. H E51 F� o � o EX STING PROPOSED 000 �5 �9 `c6 `�3 „8—,Z o O 000 I i 10 THE 6`JiLal,r:, � r_ ; ,...r ,r wur:l This certified that this I,I::n „ne specifications sire tru, eopiea of the proposed building or alteratfor�ts to bt erected at /► Street together with amendments stated In application aria tiled with plan and 1 agree to comply with all zoning. Building and state laws and Ouch orders as aheFl La iissued by the Building Department during pendency of this application and fi I Issuance of a bulldin, "y/�� permit. f\VV 1 Signed This plan Ia approved subJ to the condition thai orders Turd ordinances regulating building shail bP compiled with. t=opoltharyly ppprqVa4 These filed with guilding Inspeoto, CfFti Data ��d7 L DATE REVI`•SIONS 2-21-01 ADD PLA14TINGS 4-2-01 APPROVAL SET • 4-20-D1 BUILDING PERMIT 7-31-01 AS-BUILT N/F JFT ASSOCTATES,INC. R1 N 5403725.01W _--- ---�_ 559.35' -------------------------------------- _ _ ----------------- -------- __ �� ------25�-REAR YARD_--------------------.------------- u` '�, ----- -- -------------------- �1 -------- -- - - I -------- - NEW 20F1'.WJDE GRASS STRIP IN 1 _ " -----�---------,._ G7�15`F:DFHviP5TL�'PA•B--------- \ 1 1 108.7Q%' w/6'STOCKADE HENCE .'` I EXIST. 160.00' CONDYAD LOT AREA (�SILT ILNCG I I S 180,131.21 SFNIF .. , _ 4.135 ACRES '� THE REAL GROUP,LLC �2, ~ 1 so LOT#24 EXLST.6"RAINLEADER , 1 ,O CURB I CB 1, NEW.BE%PARKING-•; ---1- 30. I ------ TF81.00 1 10x37DU.sPs•MRPAN I INV.74.76 i I CONCRLIISAPRON I I, 1' " •' (1] � , t• .. - W Al (Q ` 1 % I I I !h EXISTING BIT.PARKTKC, 1 - C I �D 30.00 EXISTING BUILDING I I �, C> I 32,000 SF i w i i M WILLIAM P.&COLLEEN J.GREEN 1 i FIN.FLR. 82.00 1 Z LOT#17 I k N EXISTING ADDITIONi N � K �- - _ ==J. 8,586 SF i I"' TF V.74010 . . 1FIN.FLR. 82.00 ; 1 U � I 1 NEW zo Fr.wmE GRASS STRIP I I I I ---- ------_% SEE NOTE.#6 SL i Pei CS1 i 3 I I % 1 J I EXLST.6"RAINLEADER TO BE ' t V 1 RELOCATLID AROUND ADDITION 'r 1 f 1 - i 1 I © CT- C8 ---(- ' I I 5 TF 81.20 K INv.76.70 H ZONING DATA TABLE O 79.50 (TOW 86.00) 159.88 i a O v 1 V.73.35 �3 S_ FRONT_�Y`AKD • �j ZONE-I ` EXIST.PLAi\ ` ---- _ ---- , �` REQUIRE B 1 __ _ D EXISTING PROPOSED 8A L- 84 f ----- ` , -_�-�-- --� �� - ------82-_, LOT AREA 20,000 SF 180,131.21 SF 180,131.21 SF a 82 I - Q i ci �,•\ N ____ .................. _ LOT WIDTH 100 FT. 589.84 FT. 589.84 FT. 'D 1- �, i _i ` N 55°53'3.5.0"W W 0 Vi PROP.CB Txv 76 iH ; ii , '` LOT DEPTH 150 FT'. 300.00 FT. 300.00 FT. I� w I i x sLsa R=4067.81` ��02-4`__ M5 41.150 W w _�� �_ FRONT YARD 35 FT. 57.38 FT. 61.25 FT'. ------ y "' S 50°15'49.0"F. 149.18 I --- ! I i �______-------- SIDE YARD _ _ 10 FT 108.70 FT 29.50 FI' O p ! ! ____-_- _._._._._.-_._.-w•----- _ - _ _ _ -- - REAR YARD 25 FT. 46.21 FT. 132.58 FT. p „ x_.xa.00 "-"5'At I-IYD. MS --- _._._._.._._._.-._._._._ __ _ _ _ _ :_:_:_:`:_>:= BUILDING HEIGHT 40 FT. 0 Q �`� -- - -. 6B-;�-'`-._._.._._ _. 24 FT. 24 FT. _._._._. -_._._._._._.-I._._. To�[i _._._1-.-._.-•--- - _ _ _ _ _ _ _j- �fi _ _ '`._ _ �l ,TF�2.07 =._._._._._._._._._._ - TF81l37 BUILDING COVERAGE 50% 17.7 % 22 % DATE: 1 -29-01 INV.73.2R,(EX _.1._._._- ___._.?. _._•--•- - _ _ - _ - _ _•_• ,= ======----==ii=lwv�f37crcr�i�r. ._. _ -.-.- -_ - -. 1MPERV101JS COVERAGE 65% 37.7 % 46.7 %SANMH _._._.-.�i DRAWN BY:BF_._._-- _._._._._._._._._ ._._._ _. - - - - - - - - - - - - - - - _.- - --G-_-_--._ --- ltWE-.VAM._._ 1 _ � TF82.07 - -----._-_ --.- - .- _ TyE_- _ - - ---•-- PARKING RFQUTREMFNTS: - - - -.- - - - ----- - T=._._ _.-.---•--- ---•- EXISTING OFFICE AREA = 3806 SF/ 1000 (4.5) = 17 I WAREHOUSE AREA = 40586:;r i i250 = 32 TOTAL REQUIRED = 49 (2 HC) b� TOTAL PROVIDED = 49 (2 HC) LEGEND . -------52-------- EXISTING � n SITE PLATE NOTES PROPOSED CONTOURS BUILDING LOCATION PLAN x ao.no EXISTING SPOT GRADE 1" = 40' 1. BOUNDARY INFORMATION TAKEN FROM SURVEY PREPARED BY LUZZI ENGINEERING AND SURVEYING v 00 AVON ,CT. ENTITLED" PHASE 11 -JOHN FITCH INDUSTRIAL PARK-PROPERTY AT SULLIVAN AVENUE � ay 00 x so.o PROPOSED SPOT GRADE AND RYE STREET SOUTH WINDSOR,CT.- SCALE : 1"= 100' - DATED : JAN.1987 -REV. 11-17-87" c I ❑ EXISTING CATCH BASIN FILED INTOWN CLERKS OFFICE MAP NO. 1908 A 0 ,I- N 2.ALL UTILITIES ARE EXISTING.ALL REQUIRED UTILITIES TO PROPOSED ADDITI01Sf SHALL BE TAPPED N I 100%�. HPS EXTERIOR WALL PACK OFF EXISTING BUILDING x - x-R- SILT FENCE EROSION CONTROL 3. FOR LOCATIONS OF UNDERGROUND UTILITIES CONTACT"CALL BEFORE YOU DIG"AT 1-800-922-4455 Q ALL UTILITIES TO BE LOCATED PRIOR TO START OF ADDITION CONSTRUCTION E > EXISTING/RELOCATED ARBORVI'I'AIS �„/ O 00 4.PROPOSED EXTERIOR LIGHTING TO BE TIED INTO EXISTING LIGHTING.ALL NEW AND EXISTING LIGHTING O In (12) NEW BURNING BUSH - 18"-24'SPREAD SHALL NOT BE DIRECTED ONTO ABUTTING PROPERTIES OR ROADWAYS. M 00 Q (3) NEW CRIMSON MAPLE - 3" CALIPER .5. THIS PROPERTY DOES NOT CONTAIN WETLANDS AND IS NOT TN A 100 YEAR FLOOD PLAIN 6. SEED AROUND NEW PAVEMAEN'T AREA WITH TALL FESCUE AT A RATE OF 5 LBS./ 1000 SF 0 N bx O CONSTRUCTION SEQUENCE 0000 In 1.INSTALL EROSION AND SEDIMENTATION CONTROLS PER PLAN c aj 2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE PAD Q� o 3.STRIP TOPSOIL TO AREA SHOWN AND ROUGH GRADE FOR FOUNDATION 4.EXCAVATE AND INSTALL ADDITION FOUNDATION O 5.BACKFILL FOUNDATION AND GRADE FOR PROPOSED DRIVE f- ~ 6.FINISH GRADE DRIVE AND INSTALL GRAVEL,BINDER AND CURBS b p 7. INSTALL FIN.PAVEMENT RESPREAD TOPSOIL AND SEED 8.REMOVE EROSION CONTROL ONCE DISTURBED AREAS HAVE BEEN STABILIZED I OWNER: ROGO DISTRIBUTORS ,INC. APPLICANT : PDS ENGINEERING AND CONSTRUCTION,INC. 107 OLD WINDSOR ROAD BLOOMFIELD,CT.OWM 860-242-8586 a PERSON RESPONSIBLE FOR MADUAINTNG E &S CONTROL BILL JODICE- PDS ENGINEERING AND CONSTRUCTION,INC. N 0. I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT TO \\v++++O"rr►u���� MY KNOWLEDGE AND BELIEF AND WAS PREPARED IN ACCORDANCE 4�•CONiV � � WITH THE STANDARDS OF A CLASS A-2 DEPENDENT RESURVEY AS e•`,��.•' G• 130,g •., �•, DEFINED IN SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS �.�� qq�•. '�'� 5 . 1 OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR SURVEYS AND MAPS THE STATE OF CONNECTICUT EFFECTIVE f - 6-21-96 AS ADOPT BY RIECONNECTICUT ASSO IATION OF LAND a'. : No.1s422 SURVE N S .26 , 1996. FRANK BORAWSKI ,L.S.# 13422 DATE its Ilft `oouth Windsor BUILDING DEPARTMENT I .1 certitl.A ih.rt this plan and sp�cihc ti— copivz of the proposed building or alterations t.. erected at S together with amendments stated In application Ille� with plan and 1 agree to comply with all zoning. 3utiding and state laws and such orders as shall b: issued by the Building Department during pendencJ J of this application and final issuance of a bulldlnl permit. Signed Phis plan is approved subject to the condition tha{ orders and ordinances regulating building shall bd com;Nied wtth. Conddionally pp r ed These filed with i e i ding to dtdr Clerfs a SHEET INDEX EXIST'G EAVE 5' TO EXIST'G SYSTEM 4' SUPPLY MAIN TO 24-8 F NEW ADDITION STATIC ANEW EA .F.F. 0 RESFLO FP-1 FLOOR PLAN-DETAILS NEW 8' PURLIN 23-77/8 LOCATION - HYDRANT AT BUILDING NEW ROOF -SLOPE=1/4il�a AT 3-4 D.C. A,F,F, NEW 5X4 MECH.TEES TEE 7/31�C�NECTIg1T WATER CO, ' i 4� 1�,�, FXICT' � SPRINKLER BRANCH LINE SYSTEM DESIGN 1/ , _ -1 Va' , _ - -2 - - 4, LOCATDO�+ NEW WAREHOUSE ADDI TION SPRINKLER SYSTEM: DESIGNED IN ACCORDANCE WITH NFPA 13 (1999) """�H-SINE r 4' W LO SYSTEM TYPE VET 'C' FACTOR 120 TYPICAL HANGER TRAPEZE HANGER - 1�2 �w GENERAL STORAGE CLASS 1 C❑MM❑DITIES-❑VER 12FT, �� N C4 DENSITY o.le DESIGN AREA SQ.FT. SEE DETAIL THIS SHEET AT MAIN _ NEW 4' SUPPLY MAIN (/)r=a AREA PER SPRINKLER 125 #SPRINKLERS CALL. 17 WITH A DENSITY OF 0.18 GPM/SQ, FT. OVER 2000 SQ. G-G FROM EXIST'G RISER HOSE ALLOWANCE soo OTHER *w**w**w****ww*w*w*w**ww*w*w******ww*w*www*www**ww**wwwwww***w*w*w*w**** FT. PLUS 500 GPM INSIDE AND OUTSIDE HOSE STREAM STEP LINE Q-ADD DIA T PIPE PT REF # OR LOSS/FT E FITT PE NOTES FOR THE FOLL❑WING AREASI NEW WAREHOUSE ADDITI❑N NODE Q-TOTAL C OTHER TOTAL PF *w*w**www**wwww*w**w***www**wwwww*wwww**w***w*************************** NOTE: SYSTEM DESIGN FOR PALLETIZED AND SOLID PILE STORAGE O I I 1 BL-1 22.54 1. 408 0 10.22 16.20 K= 5.60 \i I 0.039 0 0.00 0.09 ELEV-0. 20 NOT OVER 18FT. IN HEIGHT. NO RACK STORAGE OF ANY FORM 22.54 120 10.22 0.40 2 BL-1 22,88 1.408 0 10.22 16.69 K= 5.60 -------------------- 45.42 120 10.22 1.45 PIPE & MATERIALS 0. 142 0 0.00 0.09 ELEV=0.20 ------------------------------------------------------------------------ 3 BL-1 23.91 1.408 0 10.22 18.23 K= 5.60 0. 309 0 0.00 0.09 ELEV=0.20 NEW SE RACK 69.33 120 10.22 3. 16 SEED TAIL HIS SHEET 4 BL-1 25.95 1. 408 i 5.08 21. 48 K= s.60 ALL THREADED PIPE SHALL BE BLACK STEEL DYNATHR . CONCRETE KICKER WALL I I -- 0,557 0 6.62 6,52 ,03 ELEV=0.07 95.28 120--_-----__-il 70--- 6 s2_ __ ALL GROOVED PIPE SHALL BE BLACK STEEL SCHEDULE 10 - ROLL GROOVED, ---------------- ---------- 5 BL-1 56.33 2, 104 1 2.39 28.03 K= 10.64 lE NEW STEEL COL 0. 120 0 13.90 1.03 ELEV=2,39 1s1.61 120 13.29 2. 47 _ _ SCREWED LINE FITTINGS SHALL BE DUCTILE IRON , NEW CONC,FLR, EXISTING WAREHOUSE --------------------------------------------------------- ------- AT ELEV.=82.00 FIN.FLR,ELEV,=82.00 6 BL-1 151.61 31.53 K=27 00 ______________________________________________________________________= GROOVED FITTINGS AND COUPLINGS SHALL BE DUCTILE IRON, 300 LB. WORKING PRES, 7 BL-1 0.00 3.260 0 12.50 31.53 0.022 0 0.00 0.00 A 151.61 120 12.50 0.28 SEE MATERIAL SUBMITTAL FOR INFORMATION ON OTHER COMPONENTS AND DEVICES, p ------------------------------------------------------------------------ L E V A T I 0 N //B// s +BL-2 152.28 3.080 0 10.50 31.81 K=27.oo BL-2 ^ ALL MATERIALS TO BE PER NFPA #13 REQUIREMENTS .00 N.T.S. o.oeo 0 0.o0 0,oo Q=KIPI .s ----_ B ------ --------------120 12 50 1--- ------------------------- 9 +BL-3 128.60 0, 153 1 41.41 30.0 K=22.45 BL-3 ALL PIPE HANGERS TO BE SPACED AND INSTALLED PER NFPA #13 REQUIREMENTS 4'TO EXIST'G 0. 153 1 6.72 0.00 Q=KC PI^.5 El FIRE DE XI 'G C 432. 49 120 -- 48_13- 7.38 -"'---------------------------------- ------------------------- ALL SWAY BRACING TO BE SPACED AND INSTALLED PER NFPA #13 REQUIREMENTS 6'O.S.Y. GATE VALVE 10 0.00 4.260 1 149. 68 40. 19 K=68.22 WITH TAMPER SWITCH O 0.042 2 38.97 0. 17 EV=0.39 E 432.49 120 188. 65 7.86 ------------------------------------------------------------------------ 11 100.00 5.295 0 13.00 48.22 K=62.28 HOSE EXIST'G 6' WATTS BAKFLOW , 0.022 0 0.00 5.63 EV-13.00 6 ,EXIST'G ALARM ----------- F--- 532.49 --- 13.00 0.28 GENERAL NOTES CHECKVALVE ------------------------------------------------- 6.065 2'-2i/4 QI 12 0,00 0.011 1 35.00 50.90 EV=2?08 G 532,49 120 ALV,BFV 40.34 0.44 ANCHOR TO WALL OR COLUMN ---� ----------------------- - - ---------------------------_------------- 0 0 0 0 6' 13 0.00 6.065 0 0.00 55.47 K=71.50 Q 0.000 0 0.00 3.00 DCV=3.0 PSI SYMBOL DESCRIPTION -__----_--- H 532. 49 120 DCV 0100 0.00 ® O EXIST'G 8X6 ECC.FLG. RED. 14 0.00 0.011 6.065 1 10.00 0. 74 EV=69704 O - 1 532. 49 120 13.20 0. 14 o'-o' CENTERLINE OF PIPE ABOVE FINISH FLOOR ------------------------------------------------------------------------ O8.002 1 73.89 s0.43 V=I.002 0 CENTERLINE OF PIPE BELOW TOP OF STEEL 0.002 1 73.89 0.43 EV=1.00 J 532,49 140 140.89 0.24 ® 8• EXIST'G 8' SUPPLY TY MAIN ------------------------------------------------------------------------ EXISTING 5' SUPPLY MAIN ' 16 400.00 0.000 0 0.00 0.00 K-68,73 HOSE ON COMMERCE WAY �- PIPE HANGER L❑CATION # ITEM P 1 1�2' HOSE SUPPLY O TOTAL GPM FLOW 932.49 140 AT TOTAL PSI OFF 60.02 EXISTING 8' U.G.PIPE ------------------------------------------------------------------------ TO 12' CITY MAIN - - TRAPEZE HANGER LOCATION WITH TRAPEZE MEMBER SIZE 2 li/2' CAST BRASS ANGLE HOSE VALVE - 3 1V2 RED ENAMEL FIRE HOSE RACK - x !�' EXISTING 8'X 6' FLANGE RED. 1 O DEMAND AT CONNECTION TO CITY MAIN ¢ > 4 1�2' RACK NIPPLE - � .¢ � ww***wwwwwwwwwww*www**ww*www*wwww*ww**w*w**w*wwwwwwwww*wwwww**ww*w*w*www 00' LENGTH OF 1 FIRE HOSE W/PIN LUG COUPLINGS o > EXISTING 6 WATTS BACKFLOW QI EXISTING RISER DETAIL w**w** LIDS w*www* SWAY BRACING 5 (1 1 i *w**wwwwwwwwwww*ww*w****ww*wwwwwww*ww*wwwwww*w*wwwwwwwww*w**:**w***w**ww 6 1�2' FOG NOZZLE - 1= ---18 BL-2 22,54 1.039 0 10.22 10.20 K= 5.60 7 1'x6' NIPPLE & CAP M EXISTING SPRINKLER SYSTEM RISER 0.020 0 0.00 0.09 ELEV=0.20 _ 22 --- --- -----22-- ---- __ OQ HYDRAULIC REFERENCE POINT ---------- --------------- --------------------- 7 Vx6' ' NIPPLE EXISTING 6'AL4ZM C { r{A1`JE H 19 SL-2 22.88 1. 408 0 10.22 16.69 K= 5.60 0. 142 0 0.00 0.09 ELEV■0.20 NEW 5'X 4' M=C=:'` 45.42 120 10.22 1.45 ___ _ -------- 00 HYDRAULIC CALCULATED BRANCH LINE NUMBER CONN. TO EXIST'G O G _-��__���_�______�__�r_�w_ F 20 BL-2 23.91 1.408 0 10.22 18.23 K= t 60 C.I.F. 0.309 0 0.00 0.09 ELE:Y-a 20 #000 AA FABRICATION TAG --------------- 59.33 leo--- ------_----- S. 16 FLOOR ¢ -- 21 BL-2 25.95 1.557 1 5.08 21.48 K= 5.60 A4-55 � LOAD CALCULATION FOR 80' MAXIMUM o.557 o b.62 0.03 ELEV=o.07 x ALL PIPE LENGTHS SHOWN ARE CENTER-TO-CENTER UNLESS OTHERWISE NOTED � _---------_95.28 120-----------11 70 6.52 a __-__--- .................. - ------- TYPICAL FIRE HOSE RACK ASSEMBLY SPACING OF LONGITUDINAL BRACING LG-C LG-S 22 BL-2 5b.33 2. 186 1 2,39 28 03 K= 10 64 2E Seismic Forces`= Fp = (Av)(Cc)(P)(ac)(Wp) � � 0. 186 0 1 .90 i.03 ELEV=2.39 151,61 120 13.29 2.47 N.T.S. F = (0,11)(2,0)(1,5)(1,0)(W ) = (0.33)W Connection To Concrete Connection To Steel 23 BL-2 151. 61 31.53 K=27 00 Pipe Size Wp = Weight of 80' Fp= See Lateral Detail See Lateral Detail and Type of Water Filled Pipe (0,33)Wp 24 BL-3 22.s4 1.039 0 l0.22 10.20 K= 5.60 0.039 0 0.00 0.09 ELEV=0.20 =• 2Y2' Dynaflow 408.00 134.64 22.54 120 10.22 0. 40------------------------------------------------------------------- L3' Dynaf low 574.40 189.55 3 25 BL-3 22.88 1.408 0 10.22 16.69 K= 5.60 EXISTING W A R E H U U S E 4' Dynaf low 868.80 286.70 �+ -- 120 0 0.00 0.09 ELEV=0.20 307 Mlnlr�ur� w 45.42 120 10.22 1.45 _ 1' BALL VALVE WITH -� 2Y2' Sch. 10 471.20 155.50 -------------------- ---------------------------------------- SIGN - 1' PIPE - MAX. 10'-6' "' 26 BL-3 23.91 1.408 0 10.22 18.23 K= 5.60 INSPECTORS TEST 3' Sch, 10 635,20 209.62 PIPE CLAMP SWIVEL BRACE FITTING �, 0. 309 20 0 0.00 0,09 ELEV=O.20 4' Sch. 10 942.40 310.99 TOLCO FIG. 4 OR 4A b TOLCO FIG, 909 69.33 --- 10.22 3. 16 6' Sch, 10 1842.40 607.99 > 27 BL-3 25.95 1. 408 1 5.08 21,48 K- 5.60 SIGHT GLASS WITH -i 0,557 0 6.62 0.03 ELEV=0.07 1/2 TEST ORTICE �O 8' Sch, 10 3212.00 1059.96 CROSSMAIN - 95.28- --- 11.70 6.52 2Yz' Sch. 40 631,20 208,30 --------------- ------------------------------------------------- ° 28 BL-3 29.28 2. 104 1 2.39 28.03 K= 5.53 3E I I I I I I I 3' Sch, 40 865.60 285.65 0. 120 0 13.90 1.03 ELEV=2 39 -_-24,56 120-----__----13.29_M-1_72- 4' Sch, 40 1312.00 432.96 --- ------------ ------- ---------- I 6' Sch, 40 2535.20 836.62 LONGITUDINAL SWAY BRACING 29 BL-3 _ 124,ss 30. 78 K�2.4s 8' Sch. 40 3816,00 1259.28 80' MAX. SPACING 30 BL-1E 22.54 1.408 0 10.22 16.20 K= 5.60 DISCHARGE THRU WALL W/WALL PLATES, -� 01039 0 0.00 -0.09 ELEV=-0.20 NIPPLE & 45' ELBOW x ALL VALUES SHOWN ARE THOSE GIVEN IN THE 1999 CONNECTICUT SUPPLEMENT ----- --- ----0.22 - ---- EXISTINGSPRINKLER BRANCHINES 1ST , v x TO THE STATE BUILDING CODE AND/OR THE BOCA NATIONAL BUILDING CODE/19% 31 BL-1E 22.75 1. 408 1 5. 14 16,51 K= 5.60 0. 141 0 6.62 -0.06 ELEV=-0. 13 �� ON GRID SYSTEM MAXIMUM LOADS FOR VARIOUS 120 NEW FIRE HOSE S T A T I O N I I ( I I -----_------1 E 45,29--------------------- 76---1 6_-_-__---___N___ TYPES OF FASTENERS TO Emri SHIELD CONCRETE 7/8' UNISTRUT SEE DETAIL THIS SHEET UNISTRUT CLAMP -=32--- BL�lE---45.29------------- --N_ 18. 11 K=la 64 WET SYSTEM INSPECTORS TEST DETAIL STRUCTURE AS PER NFPA 13/1999 _ _________________________ _ _ ________________�-____�_ CONCRETE METAL DECK METAL DECK 32 BL-2E 22,54 1.408 0 10.22 16,20 K= 5.60 IST 0,039 0 0.00 -0.09 ELEV=-0.20 NTS �( ANGLES* A B C 22.54 120 10. 22 0.40 EXIST'G 4'SPRINKLER GRID MAIN AREA OF L L TION a �' 304 Minimum - STEEL BE 0. 141 0 6.62 -0.06 ELEV=-O. 13 ° ---33 BL-2E 22.75 1,408 1 5. 14 16.51 K= 5.60 TYPICAL PURLIN HANGER U l/r=300 FASTENERS '8- �\ w �TOLCO FIG. 909 0 -- 29 --- 11.76 1.66 22-9 I I ov, SWIVEL BRACE FITTING --------------------------------------------------------K=10. MAXIMUM LOADS (LB) ° £ 34 BL-2E 45.29 18. 11 K=30.64 _ CU _ 3/8' Conc, P' 34 BL-3E 22.54 1,408 - 1 5. 14 16.20 K= 5.60 - - - - 1 Shield 498 962 1173 T �V PIPE - MAX. 10'-6' o y 0.039 0 6.62 -0.06 ELEV=-O. 13 8' STEEL PURLIN LA�� ---------------- 22.54 120-------------------- 76-y 0.46 ---------------------- 0 B3-87 F , ' _ - V) 1/2 Conc. CROSSMAIN o! 35 BL-3E 22.54 16.60 K=5.53 THRU- - - 2 Z 786 1111 1360 a ___________________________________________________________=____=___ SOIEBEAM w Shield I I w --- ----- ------ --- BOLT WITH LOCK NUT 286 212 © ' © ' 212 286 o -1 454 Minimum PIPE CLAMP L�� L�� J Lam. 90 AND WASH R HD HD HD _ _HD �° ¢ 3/8' Bolt �TOLCO FIG. 1000 3 To Steel 735 1035 1278 [16'] [i6'] [16'] [i6'] [16'] I [i6'] [i6'] I [16'] [16'] NI, 0 1/2' Bolt LATERAL SWAY BRACING 80 0 - - - - - - - - - - - 4 +° To Steel 786 1111 1360 40' MAX. SPACING -ALL THREAD ROD w a 3/8 x 1,5' SWIVEL BRACE FITTING 5 Thru Bolt 173 300 519 TOLCO FIG. 907 70 In Wood L4 PIPE 212 212 212 212 1/2 x 1.5' HD HD HD HD Thru Bolt 197 340 589 4 WAY BRACE 60 SWIVEL RING U T,r�.-a„t - - In Wood w' N� W N pa -�N oa N t� w N oa or 50 - - - - - - - O ti w 40 LATERAL SWAY BRACING Fp�AvXC0(PXAcXVp) �Z_r' CALCULATIM FOR Fp=MU)C2.OXL5XI.OXWp) ZOI ° PURLIN TRAPEZE HANGER "B" ZONE OF INFLUENCE Fp= C0.33)Wp 30 i - - - � - - Pipe Size Wp = Weight of Fp= and Type Length Water Filled Pipe (0,33)Wp 20 - - - - - - - - - 1.25-DYNAT 288. 00 731.52 241. 40 3'-4 o 0 0 0 o ca 2-D5. 7C i5. C8 a~o a i .i,t? .��? YtiAT 1C. CoCC i 3-SCH10 40. 00 317. 60 104. 81 10 -�' •� SIDEBEAM HANGER THRU BOLT WITH LOCK NUT 01 00 AND WASHER-� II � 200 400 600 800 WATER FLOW (GPM) 1400 1600 TOTAL _ O I AB O ( _ O A AC I CD A3D C J¢ I AE I 18-11 AF I ®WATER SUPPLY ® FIRE PUMP MARGINS ®SYSTEM DEMAND ALL-THREAD ROD W/ pi P - - - - - -1 - - - �, RESIDUAL �8 FLOW RATING_ 0 FLOW $$ FLOW 22? NUTS & WASHERS �� G-G PP c. PP P OD G-G �Q G-G QQ QQ G-G Q G-G PP N FLOW 1350 18-i1�'4 Ln •--ALL-THREAD ROD W/ - - - - - - - - - - - TRAPEZE-1 5/8 STRU NUTS & WASHERS " Qa c? a�i' " oAa A NOTED �) DWG. -SWIVEL PIPE HANGER 0 S'-4Ye 5'-Sari + -PIPE 4'-Jari 10'-Ilf� 10'-lll� 11=8 JP'-6 J '-6 IP'-6 6'-9 6'-0 JP'-5i� 6'-0 N I ILV LO I EXISTING BUILDING PARKING _ - - - - - - - - FIN, FLR. ELEV=82.00 212 212 212 212 HD HD HD HD NEW - - - - ADDITION � FIN. FLR, MWEj j� �j j M SMITH AUTOMATIC SPRINKLER OAD ELEV=82.00 I I I I I ] ] I , , SOUTH WINDS R 101 WCONNEELL CTICUT 06074 [16' [16' �' ' ' ' 111111 EXIST'G. SPRINKLER TEL <860) 282-2488 286 lm 212 212 HD �■ W. ■��������RM ' HD ¢ SMITF�AU�O�fATI SPRINK R� HD HD to Rev, Date Descri tion Sco e a MANUFACTURER MODEL CL SPRINKLERS TYPE FINISH R O G O DISTRIBUTORS IST YDRANT SYM TOTAL TEMP. RESPONSE ORIFICE K 145 COMMERCE WAY 3�'-10J� PS'-0 25'-0 PS'If� v v v Q 72 VIKING M UPRIGHT BRASS SOUTH WINDSOR, CT, 06074 COMMERCE WAY EXISTING 12' CITY WATER MAIN 165 srD, 1/2 s,6 loa�o SPRINKLER SYSTEM PLAN-NEW WAREHC]USE ADDTTIDN .B. FLOOR PLAN AND DETAILS FIN,FLR,ELEV,=82,00 SITE PLAN- Drawni JB Date: 7/5/01 Job NOI Sheet NO, N,T.S Scale: 1/8"=1'-0" U,N.O, 2001-1095 1 of 1 i 4" SPRINKLER MAIN 09 ---- - 38 - --- 36 35 34 33 WATER FLOW DATA: STATIC: 80 P.S.I. RESIDUAL: 68 P.S.I. FLOW: 1350 G.P.M. hn1 lLJ d' rior, cro nnr O rRC Or RVII r ' FROM T 10 FL APPROX. S OWTESTPOINT 1® _12 O6 00 n I T T i -19 91�i -0� -01 EXISTING SPRINKLER DEFLECTOR IS SET TO 1" BELOW BOTTOM OF PURLIN f 20 1�08 02 II a O 1 I U7 222 10 0� I �1 1 /9" m cru 1n ❑ kiru IIAIC 23 17' 11 05 1 1/1 JVI I IV LJI ,IIVI I u11L .. 73 7Ci 69 :% -� 63 i 54 53 'i 56 " SPRINKLER MAIN 2001 ADDITION NOT PART OF SPRINKLER REVIEW EXISTING SYSTEM REVIEW NOTES 1, STORAGE ARRANGEMENT CONSIST OF MULTIPLE-ROW RACKS WITH RACK DEPTH EXCEEDING 16'-0". THEREFORE SECTION 12.3,214, OF N,F.P,A, 13, 2002 EDITION APPLIES 2, WITHOUT ALTERING THE EXISTING SPRINKLER SYSTEM, STORAGE HEIGHTS AND COMMODITY CLASSIFICATION AS SHOWN ON CHART BELOW MUST BE MAINTAINED, /V HIGH PILED STORAGE DESIGN CRITERIA COMMODITYI PER CLASS III RESTICTIONS �r RACK TYPE - MULTIPLE ROW RACKS WITH NO SOLID SHELVING STORAGE HEIGHT - 15'-0" MAXIMUM COMMODITY CLASS - III ENCAPSULATED ? - NO ,ram AISLE WIDTH - N/A FIGURE USED - 12.3.2,12k) CURVED USED - I DESIGN DENSITY BEFORE ADJUSTMENT - .47 GPM OVER 2000 SQ. FT, APPLY FIGURE 12.3,215,1 YES ADJUSTED DESIGN DENSITY - 28 GPM OVER 2000 SQ. FT, REVISIONS SPRINKLER SYMBOL DESCRIPTION A.L. FIRE PROTECTION. LLC SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL o 45 CHERRY STREET EAST HARTFORD, CONNECTICUT Q 17/32 EXISTING EXISTING BRASS UPRIGHT 286 8.0 384 PROJECT Date EXHSTING-T SPRINKLER NAMCO 05_07_2007 145 COMMERCE WAY scale: SOUTH WINDSOR, CONNECTICUT 1/9'=1,41 Job No. North Drawn By EXISTING WAREHOUSE JED TOTAL SPRINKLERS SHOWN ON THIS SHEET 384 Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-1 Revised DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Applicatio y: BUILDING DEPARTMENT PR 1540 SULLIVAN AVENUE Bldg.Permit# 'f 644-2511 ext. 230 3 >r ( Date Iding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 9L)fS h� wiAPPLIC ADDRESS ll C 06 C-i 3 APPLICANT PHONE# r 6 ` �0 N SF,q OWNER 7 Dt-S�y6,n xt� rY119n(� T�Q�� OWNER ADDRESS )J ci o t/ J ,, 11 T�-li l �y� C07 b 0, OWNER PHONE C a ESTIMATED COST$ L) xb IS THIS A CONTRACT COST? Yes _ FEE ENCLOSED$ �— TYPE OF JOB: SOR•CO _New Installation YAlteration/Addition/Repair APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATE WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION?7 YES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE ❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN Lz(� NO.OF TOILETS STYLE NO.URINALS —3 STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK -Tyisfia I 1 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PER ORM THE WORK DEScM9r5—MM-TTT7— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 1 CONTRACTORS LICENSE NO. TYPE ATE SIGNATURE OF APPLIC DATE DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building In Application must be printed or typed FEE SCHEDULE Location of Job: F �+-ce0-c�$0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT Dly`lD APPLICANT ADDRESS _/4` APPLICANT PHONE# OWN St 4 OWNER '7z"tovV OWNER ADDRESS O • �,� OWNER PHONE Tc Ct C ESTIMATED COST IS THIS A CONTRACT COOS ? )C Yes _No - FEE ENCLOSED$ t 1� TYPE OF JOB: 3�`�d' �Sp R•C 0 _New Installation Alteration/Addition/Repair i Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES ❑RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCYtWOty;Ph�- ❑INSTITUTIONAL FACTORY FUTURE USE AND OCCUPANCY ❑ STORAGE ❑GARAGE ENGINEER'S NAME P/A"ZIP PHONE ❑MIXED USE (Other please specify) ADDRESS CITY ii l�`��+�t.> e STATE ef-Tf- ZIP e-L2- o KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? ❑YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER. ❑INSURANCE COMPANY WATER FLOW L 0 WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES ONO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES ANO IS A SPRINKLER SYSTEM PROVIDED? EYES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING 207D GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTAACTORS LICENSE NO. TYPE STATE/ SIGNATURE OF APPLICANT DATE PERMITS/INSP PAYMENT RECPT# 20312850 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 11/25/08 TIME: 10 41 CLERK: dayshelll DEPT: CUSTOMER#: 0 PARCEL: CHG: BLDPRM BUILDING PERMIT 75 00 AMOUNT PAID: 75 00 PAID BY P & J SPRINKLER COM PAYMENT METH: CHECK 3982 REFERENCE A145 COMMER AMT TENDERED: 75 00 AMT APPLIED: 75 00 CHANGE: 00 SPRINKLER SUMMARY P&J WORK QTY. KW :SIN 0 inaSH ►pT W 4' X 2j' Q= RESPWSE STMMIM SPRAY TO START MECHANICAL TEE 9 0 VMTN= RECESSED PEw»aT SPRINKLER V27� BRASS " EXISTING 4' HERE 2 MAIN DUCT UP TO ROOF SPRINKLER IN ROOM FILTER DUCT UP BOX (TYPICAL FOR 2) TO ROOF (U I (ll . CLI • U-) 1 . 12-1 38 , cv cv 1- - SPRINKLER IN ROOM FILTER BOX (TYPICAL FOR 2) 1!f' Ilf' EXISTING 4' MAIN 2i' CONTROL VALVE in n' °' N 2V TS❑ DRAINXTEE ' &XI'X2i' �+ 11' GROOVED DRAIN TEE CAP�\ v \ 1 ' a � o N � t-1 SPRINKLER IN • AIR INTAKE BOX, ABOVE BOOTH cu r 11 1 0 DROPS BACK OF BOOTH SCALE: 1/4'-1._0. "• ..::i.1:P":,! 1' TO BOOTH AMERICAN DESIGN AND MFG, 145 COMMERCE WAY DESIGN NOTES, SOUTH WINDSOPy CT 14'-1' THE PAINT BOOTH WILL BE PROTECTED PER NFPA 13 P&J SPRINKLER CO., INC. 2002 EDITION FOR PIPE SCHEDULE EXTRA HAZARD. 67 MAIN STREET PLAN VIEW CALL OMPLY PIPE, I HANGERS NANDFPA 3 RINKLERRHEADS WILL WILLIMANTIC, CT 06226 (860) 456-0515 THESCALE: 1/4•-1'-0• PAINT BOOTH DATE, 11-21-08 1 DRAWN BYI EKB 1 ❑F 1 JOB # 50-08-217 SCALE, '=1'-0' 1 1 I SPRINKLER SUMMARY P&J WORK 4' X 2j' cry. ma DCSCR7TDII isms rnasH 1C WT TO START MECHANICAL TEE s vxr�nC RECESSED DM sR aY V. v U EXISTING 4' HERE 2 , MAIN DUCT UP TO ROOF SPRINKLER IN ROOM FILTER DUCT UP BOX (TYPICAL FOR 2) TO ROOF N ` 1 Ln Ilu ( c. . t!7 1 40 12-1 W cu cv 1- ¢ - SPRINKLER IN ROOM FILTER BOX (TYPICAL FOR 2) EXISTING 4' MAIN 2j' CONTROL VALVE In Cu 2J'Xl'X2i' 1 n' a' 2�, � DRAIN TEE � 2j'Xl'X2j' � �+ zo 11' GROOVED DRAIN TEE 1 CAP—\ o ' 11f' ccuu i 11'-11' a Cu SPRINKLER IN r'I AIR INTAKE BOXI ABOVE BOOTH to 3-10 Q\O N N `r 141-1' ,�9 0.14293 ti 1 • 1 • F EICENSF� BACK OF BOOTH '.r�%fs�o 1- DROPS SCAL E: 1/4'-1'-0' • ..'all.,,. / 1 TO BOOTH AMERICAN DESIGN AND MFG. 145 COMMERCE WAY DESIGN NOTESI SOUTH WINDSOR, CT 14'-1• THE PAINT BOOTH WILL BE PROTECTED PER NFPA 13 PW SPRINKLER CO., INC. 2002 EDITION FOR PIPE SCHEDULE EXTRA HAZARD. 67 MAIN STREET PLAN VIEW CALL OMPLY PIPE, I HANGERS NANDFPA 13 RINKLERRHEADS WILL WILLIMANTIC, CT 06226 (860) 456-0515 THESCALE: 1/4•-1'-0' PAINT BOOTH DATEc 11-21-08 IDRAWN BYI EKB 1 ❑F 1 JOB # 50-08-217 SCALE, '=l'-0' 1 1 Electrin# � �" APPLICATION FOR BUILDING PERMIT Plumbing# � s C:m1rerGL Way Date: HVAC # S rinkler# pFINAL APPROVALS - - -- -_ _ Estimated Cost $ 2 J 6 Building COMPLETE RED BOXED AREAS Permit Fee $ = Engineering TYPE OR PRINT ONLY Occupancy Fee $ Affidavit SIGN ON REVERSE SIDE Eng. Insp. Fee $ Appr. for CO. 110- - - I Total Fee $ �Z -- -- ---- --- — - - - --- -!a(�"f TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant M E(b�-A h Q S t 6 iA Location of Work 'Q0 fn rn C�C k UJ ct Lot No. Applicant's Address 3 1 V r) Tel.# Town_,I� 0 U,,v Zip Lic.# Owner 0 ­b v U 0 1A A Architect Own is Address 131 d12Architect's Address L V"J : n Div Zip Zip Sq. Ft. New Area: 1st Fl. 1 ^Arr*td FI. 3rd A. Total New Area Purpose of this permit ! City Water Well❑ Septic System❑ Sewer Ins: HO Sp a Area Basement Garage Approved by Date 32.046% Use Group Construction Type Revised 8/02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this buil ng and use is allowed. Signed _ ' I hereby apply for a Certificate of Occupancy for the rk described in this application for the permit. Signed..h X-'� J DO NOT WRITE BEL W THIS LINE INSPECTION COMMENTS O1/23/2009 15:47 (TOWN OF SOUTH WINDSOR IPG dayshelllpeart INSPECTION ENTRY piinsF Location Type Dept Scheduled Performed By Result ------------------------------------------- ------------------------------ ----- ---------- ---------- ---- ---------------------------- 145 COMMERCE WAY FOOTING 1440 12/31/2008 DOUG N/A 145 COMMERCE WAY FOUNDATION 1440 12/31/2008 DOUG N/A 145 COMMERCE WAY FRAMING (ROUGH) 1440 12/31/2008 DOUG N/A 145 COMMERCE WAY FRAMING (ROUGH) 1440 08/04/2008 DOUG PASS 145 COMMERCE WAY INSULATION 1440 12/31/2008 DOUG N/A 145 COMMERCE WAY FINAL 1440 12/24/2008 12/24/2008 ROSE PASS 145 COMMERCE WAY FINAL 1440 01/07/2009 ROSE PASS 145 COMMERCE WAY ELECTRIC SERVICE 1440 08/20/2008 08/20/2008 ROSE PASS 145 COMMERCE WAY ELECTRIC SERVICE 1440 10/30/2008 12/31/2008 DOUG N/A 145 COMMERCE WAY ELECTRIC UNDERGROUND 1440 12/31/2008 DOUG N/A 145 COMMERCE WAY ELECTRIC ROUGH 1440 12/31/2008 DOUG N/A 145 COMMERCE WAY FM PENETRATIONS/SEPERATION 2210 12/31/2008 SUMM N/A 145 COMMERCE WAY FM ABOVE CEILING 2210 12/31/2008 SUMM N/A 145 COMMERCE WAY FM FIRE ALARM TEST 2210 12/16/2008 SUMM PASS 145 COMMERCE WAY FM EMERGENCY/EXIT LIGHTING 2210 12/31/2008 SUMM N/A 145 COMMERCE WAY FM EXITS 2210 12/16/2008 SUMM PASS 145 COMMERCE WAY CO -FIRE MARSHAL INSPECTION 2210 12/16/2008 SUMM PASS 145 COMMERCE WAY FM SPRINKLER FINAL 2210 12/16/2008 SUMM PASS 145 COMMERCE WAY HVAC UNDERGROUND 1440 12/31/2008 DOUG N/A 145 COMMERCE WAY HVAC ROUGH 1440 12/31/2008 DOUG N/A 145 COMMERCE WAY PLUMBING UNDERGROUND 1440 08/04/2008 DOUG PASS 145 COMMERCE WAY PLUMBING ROUGH 1440 07/31/2008 07/31/2008 DOUG PASS 145 COMMERCE WAY PLUMBING GAS TEST 1440 12/31/2008 DOUG N/A 145 COMMERCE WAY PLUMBING FINAL 1440 12/10/2008 12/10/2008 ROSE PENDING 145 COMMERCE WAY SPRINKLER ROUGH 1440 12/31/2008 DOUG N/A 145 COMMERCE WAY HYDRO TEST 1440 12/31/2008 DOUG N/A 145 COMMERCE WAY CO PLANNING INSPECTION 1430 12/31/2008 FOLG PASS ** END OF REPORT - Generated by Peart, Dayshell ** 10*N Se, 01P S-0� V&U&ot O J c 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 °SOR-C° TELEPHONE(860) 644-2511 Office of the Fire Marshal Fire Marshal: Walter Summers Deputy Fire Marshal: David Mauldin 860-644-2511 x 217 860-644-8547 April 29, 2008 Jacobs, Walker, Rice and Barry, LLC 148 Main Street Manchester, CT,06042 \ Subject: 145 Commerce Way, South Windsor Atto y Leonard Jacobs: I am in re t of your let arding the building at 145 Commerce Way in the Town of South Windsor. he business your client intends to occupy the structure with represents a change of use for the building. Currently the use classification is mixed, group B (business)and group S-2(Low hazard storage). With the information given,the new use group should be F-1 (factory/industrial moderate hazard)per the Connecticut Fire Safety Code. Given the change of building use,the building needs to meet all applicable fire codes for new construction(Part III group F-1)in the Connecticut Fire Safety Code. An architect or design professional should be consulted to perform a code compliance review. Upon completion, the plans shall be submitted to the Fire Marshal's office for review. If you have any questions,please contact the South Windsor Fire Marshal's Office at 860-644-2511 x 217. Respectfully: David Mauldin Deputy Fire Marshal cc: Chris Dugan Building Orcial Walter Summers Fire Marshal Marcia Banach Director of Planning I A fi 'A-. y JFI ASSOCIATE5. INC. • X.P. (o e�sit) S /6° 43"E' -- (ro Be a _' 274.07' (g2o 2/ 25' Reo Yard C r' O.ro�20 A C•—' _ 0-.G-1 3 6 Ad- C.6 . /�.I 30, J42 Sa.Ff 30, 2J3 Sq.Ff 30, 36! S .Ft. 1 LJ9hts /60' LJ9ht f ac — I Light U!;hf .�Rt tl.1A) I ID n1 Proposed ' cn (� uj O Re t Wo// N N + 61 O Light nl I� 0 _Joht I Cornc.Ret. Wall I Lrgtit � � Lj t I 7' 20• 24• S I IGO' M P. to• � Light 3e serf 4°-30 49./8' 3�-3 J• .7.. L = 250.83 • `" O7,• W R=4,067. 87' z.F ' (To co MMER�'E WA Y PLO 7 PLAN SCANNED ___� APR 1 6 1996 South Windsor BUILDING DEPARTMENT ,Mi���+NHicJI yhltt'Yr.Pc}tiinh Ef1Y11 x�saf►k ,ya7/iNb tit t`ht�roPosod WOW* w�etT�K will e-r.Md.- 1" :iuild a+d CERTIFICATION OF ZONING GOMFLIANQ€ :"`d~i"'P'ia6 a^n sued by •, a of a building Proposed building(s), use(s) and/or %trU§tNF@f§) 't this apw,C- old ' a as shown on this plan appear(a) t@ b@ IR permit.�j -- conformance with current South WIIaIE��iNp� Signed -- -- - Tat regulations Variances and special owpl<i@ft ` d a his pi n Y nccs r a „e g sl-1, W . orders r.,: may apply- y/ Complied w.lttl Condition&Ily ApDcov*4 Daft 1c.c�q hle4 flk- wti` � r �- , Building inspectol Zordng Enfo[cmvat Officer oat. Report of Inspection/Test Annual Wet COW= TOLPESAFETY 45 CherryStreet March 31, 2005 EastH ord,CT,06108 Property Owner/Agent Voice: 860-291-8840 Namco Namco, LLC ga„i; 860-291-8835 '• 145 Commerce Way 100 Sanrico Drive South Windsor, CT 06074 Manchester, CT Conducted by: Michael L. Harbec 06040-9008 Inspection Ref: F-2100 Monitoring Company Operator Alarm Panel/Code System Off 9:30 Manch. Dispatch Sonitrol Sonitrol System On 12:00 616-7098 145 Commerce Signatures Inspector-Printed Inspector-Signature Date I state that the information on this form is correct at the �� time and place of my inspection,and that all equipment Michael HarbecT -�/ 3/31/05 tested at this time was left in operational condition upon Id 10:29 am comoletion of this inspection except as noted. Owners Representitive- Owner's Representitive- Date Except as noted,the building is occupied with the same occupancy classification and hazard of contents as last Bill Atkins 1 3/31105 inspection. Also,the system has remained in service W` 10.28 am without modification and been free of actuation of devil Water Based System Yes Gauges on wet pipe system in good condition and showing normal water supply pressure? Yes Alarm devices free from physical damage? Yes Hydraulic nameplate, if provided,securely attached to riser and legible? Yes Valve supervisory switches indicate movement? Backflow Valve Yes Relief port on reduced pressure backflow prevention assemblies free of continuous discharge? Yes Backflow devices passed backflow test? Yes Backflow devices passed full flow test? Fire Department Connectior, Yes Visible and accessible? Yes Couplings and swivels not damaged and rotate smoothly? Yes P Plugs lu s or caps place and undamaged? ed? Yes Gaskets in place and in good condition? Yes Identification sign(s)in place? Yes Check valve is not leaking? Yes Automatic drain valve in place and operating properly? NA Interior free of obstructions(if caps are not in place) ? NA Valve clapper operational over its full range(if caps are not in place)? Yes In good condition ? Yes Free of mechanical damage and not leaking ? Yes No external corrosion ? Yes Properly aligned ? Yes No external loads? Yes Visible pipe hangers and seismic braces not damaged or loose? No Was an obstruction investigation conducted and the system flushed? Sprinklers f Yes Sprinkler wrench with spare sprinklers? Yes Proper number and type of spare sprinklers? Yes Free of corrosion? Yes Free of obstructions to spray patterns? Print Date: 4/7/2005 (All "NO"answers are to be fully explained.) Page 1 of 3 Copywrlte 2002-5 Life Safety Inspector,OnSite Software,Inc. Report of Inspection/Test A.L. FIRE PROTECTION Annual Wet COWT7ED TOLtFESAFETY I' l March 31, 2005 Property: Namco Owner: Namco, LLC Inspection Ref: F-2100 �,».....1'fiN;wf'"^rr,Ar�:�,�,.>r�;+; „k'7,�iP,�•7.`r,.'��t;r�;�';"��;:yr�"'�j�+�it+uri�'��f,F''fir:.�'�'�:=G;,;kit'#�",Ste,YeW'�'�w"q'�'e" �.*,°��Y�'..�, n�- �, t'��'�.y-��±f�� 4r� '�-�iy ,#,y��'� ,.1' y",Sprinklers,. .. •n, .�..4i;• �, �,�,-,� ��N����,.�t.�'��, � ,��,�,+,t ��;i' �a�' ���: ::�� �t Yes Free of foreign materials including paint? Yes Free of physical damage? Yes Are all sprinklers in service dated 1920 or later? Yes Fast Response sprinklers in service for less than 20 years? If"no"test sample now and every 10 years. Yes Standard sprinklers less than 50 years old? If no test sample now and every 10 years. Yes If sprinklers have been replaced,were they proper replacements? NA Sprinklers and spray nozzles protecting commercial cooking equipment and ventilating systems replaced except for bulb-type which show no signs of grease buildup? �. .mro a'.5 y..wy,ar,..,.w.,{�:v.tY.. ..,gn�vxK+;'!,::;K•"• 7^+7rNiv-�:°"";" 'wnw„IF4ti ,7,' �}';'�"` "" `9. ca "i• `?ti' '�''�' 'A N'MM`.' 'YJ .4 FA-,.I Kam. � �•` 1.�I S `D Ownerinfo�mation••,,.�y�.,.,��;t „-�,.,,:�.,��t P��,x�,;n� �.��,ty1t.:a.;71��:2°. �t'��'''�,`a� k, �,����.9;.� r�F4':�`R,4`�p ,. �'..,...,.fi»,,..au n.,,.�,e�c.'re.:}.u�i".+:.•r."s!+•.wRtY:�'�iaS:it�ntw`LW.-:�5u1ii^x.:�a.e:vi.Ai:,ua,'wa.+f.r �r'�i�i.d:YL^a+J.rrw+'.aul�wtt._�Y.i..ut-�`�ua;'4'a1-,4"wt i` Yes Is the building occupied? Yes Has the occupancy classification and hazard of contents remained the same since the last inspection? Yes Are all fire protection systems in service? Yes Has the system remained in service without modification since the last inspection? Yes Was the system free of actuations of devices or alarms since the last inspection? a . � w „YiryCl �, y iu vw4 .'F!S.L'.N.:' '' :•"":iit.''i'.N.TRt'Cq;:tY;.�,,nmxT•, ..a. + �y- ' y?4' 458 ( ..1••,Jr-, •}a;e.,,•7x' ;..+C.''S �'p':L�, �,�ai. gt1,ffiQf;• =ti ��)"i�? 'Y;:,�'�. 'Q'., `..r`-4.a;t ri. '�� �6 .,,5-e,.•,.G:{,pr.. { '�1 .Lr ) �:� r•� c ( h M& ,5 4• 1. } 1 T'h4i,,, Y.9n �� n't+-:_t'.xt, ti:+�7L:' ] V �.'�' `µ'4.�M.���b�•+ ' 12.1'^�0 •$::�-��.C�'" Y� '�k+i 1"i�.` ;�' i s.y d' � C �11'11S4t1�tr+Gkt.Auiw .'�. I'Alarm,�/al �.{• i alr,.+�1., :�L.-i'+.,'-�� :Y;. psi +,� i.tLij«`M"+�'4.�wL{,w+r�9st:eitXf?Win�ilw�zexs°liQ�+eE�.. •�2.fE`V'3'M14Yt` t rA:ua:a+:a:.:i«.c-k•.-end.::,Y.d.�.:_ .+..:ea.w�l�ri'.% .Tw,aa"itn.S�`w�euw�v:ate..`tukS]� Yes Gauges show normal supply water pressure? Yes Free from physical damage? Yes Trim valves in correct(open or closed)position? Yes No leakage from retarding chamber or drains? �� �•,�;1,�t/x., !4;'^.`r1T +,1"'ht'�` ,',��y�c��.!{r�`) ,.-�yMtI ''�+��h G'd,`'nv; .Awl" Pressure(psi) Alarms Waterflow Results System Connection Outlet devices comparable Flowed Size Static Resid Static Actuate pass test to prior test Warehouse Main drain 2" 72 1 45 1 76 Yes Yes Yes , � „'�`r�'.�,•�.�.�rr zrr c��*�a •ae e•r�`'�"r�x y4?,�"" p ^ f "�i::"."t•. .: �',�tga. n.',pf'3�'�•,'$,,� ��, ,d•"� �y��Y Y�,.��tlA?:a .A!r, .tgll•:'.' 7 1 ns0,ction.List4xdy .. r m � d �►- 61 m C T N N N �p Description o Z Type N Secured a �, 2 d r- > O W N x N Q W J Backflow Control Valves 2 OS&Y 6" Supervised Yes Yes Yes Yes Yes System Control Valve 1 OS&Y 6" Supervised Yes Yes Yes Yes Yes Print Date: 4/7/2005 (All "NO"answers are to be fully explained.) Page 2 of 3 Copywrite 2002-5 Life Safety Inspector,OnSite Software,Inc. Backflow Prevention Assembly Test and Maintenance Report 45Ch ff Street roc sar�n� March 31, 2005 East H�tora,C I' 06108 Property Owner/Agent Voice: 860 291-8840 Namco Namco, LLC Fam 860291-8835 145 Commerce Way 100 Sanrico Drive Water Company South Windsor, CT Manchester, CT 06074 06040-9008 Property Access Owner/Agent Contact Bill Atkins Bill Atkins 860 649-3666 860 649-3666 Alarm Company Phone Reference Date�me Off Date/Time On Mauch. Dispatch 616-7098 Sonitrol 9:30 12:00 7 Location of Assembly Service Type-Class-Use Meter/Acct# Warehouse Fire Sprinkler Device Manufacturer Model Size Type Serial No. Date of InstallWafts New Install? 909 6" RPZ 242458 NIA No Guage Manufacturer Model Type Purchase Date Serial No. Date Calibrated Next Date Due Watts TK-9A differentia 1018/04 0134512 819/04 819/06 CHECK VALVE#1 CHECK VALVE#2 DIFFERENTIAL PRESSURE PRESSURE VACUUM RELIEF VALVE BREAKER [:]Leaked ❑ Leaked ❑Did not open Did not open a N ®Closed tight ® Closed tight Air inlet opened:_psi f- uJ Pressure drop Pressure drop ❑leaked across check valve 7.0 psi across check valve 6.0 asi Opened at: 2.2 psi Check held at: -psi ❑Cleaned ❑ Cleaned ❑ Cleaned ❑ Cleaned REPLACED REPLACED REPLACED REPLACED ❑ CV Assembly ❑ CV Assembly ❑ RV Assembly ❑ Air Inlet Disc OR OR OR N ❑ Rubber Parts Kit ❑ Rubber Parts Kit ❑ Rubber Parts Kit ❑ Air Inlet Spring ❑ Disc ❑ Disc ❑ Disc ❑ Diaphragm w ❑ O-Ring ❑ O-Ring ❑ Diaphragm ❑ CV Disc 0 ❑ Seat ❑ Seat ❑ Seat ❑ Spring ❑ Spring ❑ Spring ❑ Spring ❑ Guide ❑ Stem/Guide ❑ Stem/Guide ❑ Guide ❑ Retainer ❑ Retainer ❑ Retainer ❑ O-Ring ❑ O-Ring ❑ Locknuts ❑ Locknuts ❑ Other ❑ Other ❑ Other ❑ Other -j I— ®Closed Tight ® Closed Tight a v) ❑ Satisfactory Z ul Pressure drop Pressure drop Si Opened at: _psi r, Siacross check valve across check valve_P RESULTS OF TEST: ]Pass ❑Fail CONTROL VALVE#2: ❑X Tight ❑Leaked LINE PRESSURE: 72 psi Witness to Assembly Test(Print) Witness to assembly test Signature Date I ACKNOWLEDGE THE CONTROL Bill Atkins 1/1/00 VALVES HAVE BEEN LEFT IN THE OPEN POSITIQN APPROVALS I CERTIFY THAT THIS DATA IS ACCURATE AND RELECTS THE PROPER OPERATION AND MAI 4TENANCE OF THE E]IIa Y INITIAL Certified Tester(Print) Certified Tester Signature Date Certified Tester# Exp.Date TEST Michael L. Harbec 1/1/00 3789 1/31/2006 FINAL Certified Tester(Print) Certified Tester Signature Date Certified Tester# Exp.Date TEST Michael L. Harbec 1/1/00 3789 1/31/2006 Print Date: 4/7/2005 (All WO"answers are to be fully explained.) Page 3 of 3 Copywrite 2002-5 Life Safety Inspector,OnSite Software,Inc. Page 1 of 1 Bill From: "Mike Harbec"<mike.alfire@sbcglobal.net> To: <batkins@namcopool.com> Sent: Thursday,April 07,2005 5:55 PM Attach: 3-31-05 Inspection.pdf; Invoice 3-31-05.doc Subject: 145 Commerce Sprinkler Inspection Bill, Please see attached Inspection Report and Invoice for 145 Commerce. Thanks for your Buisness Michael Harbec A.L. Fire Protection, LLC 45 Cherry Street East Hartford,CT 06108 Phone: 860-291-8840 Fax:860-291-8835 Email:mike.alfire@sbcglobal.net 4/8/2005 A.L. FIRE PROTECTION COMMITTED TO LIFE SAFETY • A Invoice Invoice Date: April 8, 2005 CUSTOMER INFORMATION PROPERTY Namco Mr Bill Atkins 145 Commerce Way Namco, LLC South Windsor, CT 06074 100 Sanrico Drive Manchester, CT 06040- 9008 Description of Services: Sprinkler system Inspection on 3/31/05. $300.00 Tax —'I 8.00 Total $318.00 Thank your for your business. All invoices are due upon receipt. Interest will be charged at a rate of 1-112%per month on all amounts over 30-days past due. 45 Cherry Street, East Hartford CT 06108 Voice (860) 291-8840 Fax (860) 291-8835 E-Mail mike alfire@sbcglobal net NAMCOW0. June 25, 2007 Fire Marshal Walter Summers Town of South Windsor Town Hall 1540 Sullivan Ave. South Windsor, CT 06074 Dear Fire Marshall Summer, NAMCO, LLC has reached the conclusion that the property at 145 Commerce Way is too small for our continued use. We have notified the landlord that NAMCO will not renew the lease, and we will be vacating the property no later than 01/31/08. Sin - ely, Wm. F. Atkins Jr. Director of Risk Management and Corporate Facilities NAMCO, LLC D i 7 � U � *m> o 0 a 10 D � 8 0 ➢ 3 _3 o Am m T c) -n Zv - r- Xo " C- r a 9 r n NAMCO, LLC • 100 SANRICO DRIVE, MANCHESTER, CT 06042 ro rn m n PHONE: 860.649.3666 • FAX: 860.646.3692 N rnX+ n www.NamcoPool.com rn N m w - Jun 26 2007 12: 57PM NAMCO CHEMICAL 6457136 p. 2 co June 25, 2007 Fire Marshal Walter Summers Town of South Windsor Town Hall 1540 Sullivan Ave. South Windsor, CT 06074 Dear Fire Marshall Summer, NAMCO, LLC has reached the conclusion that the property at 145 Commerce Way is too small for our continued use. We have notified the landlord that NAMCO will not renew the lease, and we will be vacating the property no later than 01/31/08. Sinc a y, Wm. F. Atkins Jr. Director of Risk Management and Corporate Facilities NAMCO, LLC NAMCO, LLC • 100 SANRICO DRIVE, MANCHESTER, CT 06042 PHONE: 860.649.3666 • FAX: 860.646.3692 WW W.NamcoPool.com Jun 22 2007 8: 51RM NRMCO CHEMICRL 6457136 p. 1 NCOP Nhili'd family fun begins. 100 Sanrico Drive Manchester, CT 06040 FAX COVER SHEET To: �Z"A/Z$ From. Ism;F.Atklns,jr. --DlrectorofRlsEr management and Corporate Facllfttes Company: /w� a�' ,�ss,� Phone: (860) 649-3666 x 238 Page: l of Z (Incl. cover) Fax: (860) 646-3692 Date: � o' Time: ln.' rig &o. Email: batldns@namcopool.com �c oc.vi.✓� � . �,. -77 � /hip- �rl, /� �,�' �`�.�t a�T-�• �,� l/�,r,- �� ..L rs cvsf G-�r /I. x. _ cTT /r OV S C//C/1�// /�C� lGa Si 7-& ITr�.+�d le��ifT �cJ.f '00 d 7 Jun 22 2007 8: 51AM NAMCO CHEMICAL 6457136 p. 2 AWhere family fun begins. NARICO,LLC BILL ATKINS 100 SANRICO DRIVE PHONE: (860) 649-3666 EXT 238 MANCHESTER, CT 06040--9009 FAX: (860) 646-3692 G l li 4-r /e2, Z 4�,o �(/�/t'�Cho ��� /l/aT l�FifJ� //tt G���J /l-✓d GJi�� b 1r �i/9C' 4t7� /hA�✓ �� d ! 1177� Sincerel , Wm.F.Atkins,Jr. Director of Risk Management and Corporate Facilities NAMCO I Apr 27 2007 2: 11PM NRMCO CHEMICAL 6457136 p. 1 MC0,0 Wharf family fun 6effias. 100 Sanrico Drive Manchester, CT 06040 FAX COVER SHEET To: 141.2,f ¢.t .L �y�, , • From: WmF.Audnsjr. -DimctorofRls& �--- ffmwgement and Corporate Facfflt tes Company: 4wisoot- Phone: (860) 649-3666 x 238 - 1 Page: of (Intl. cover) Fax: (860) 646-3692 Date: 41 %7 * Time: 3, 'Email: batkins@namcopool.com ,ram Xiv ! k.s v/!,p ./9 G2.E' .� I.9 � R /•✓F 7'`b sS t S t' /� 7/Ll�s-►�9n.� /Z/�+ra �.V 70 r�,�- y", TOWN OF SOUTH WINDSOR, CONNECTICUT SIDE CARD OTREET CODE LOCATION 1 OF 1 I NEIGHBORHOO MAP/LOT/SDIV SINGLE DWELLIN YES ACCOUNT# 0006588 T 225010145 0145 COMMERCE WAY 0 121 28 20 REFER ACCOUN ENE INSPECT DATE 10/14/1993 CENSUS TRACT 4871 I INSPECTOR DB ENTRY EC GROSS 1116180 LAST UPDATE 06/30/2004 1 OLD GROSS 990050 OWNER OF RECORD MAILING ADDRESS VOLPAGE PURCHASE DATE SALES PRICE U/N CURRENT NAMCO LLC 100 SANRICO DRIVE 1558/185 12/02/2003 NO3 MANCHESTER CT 06040 OWNERSHIP HISTORY NORTH AMERICAN MARKETING CORP TH 1377/101 11/06/2002 1750000 U B&W ASSOCIATES LLC 883/251 03/14/1996 1000000 U NAMCO LLC /185 NO THE NORTH AMERICAN MARKETING COR 1377/101 1750000 U THE NORTH AAMERICAN MARKETING CO 1 1377/101 1 1750000 U CODE DESCRIPTION UNITS ACREAGE ASSESSMENT 31 INDUSTRIAL LAND 2.77 107620 32 INDUSTRIAL BUILDING 1 985960 33 INDUSTRIAL OUTBUILDING 1 22600 GROSS 1116180 DESCRIPTION OF IMPROVEMENTS OCCUPANCY WAREHOUSE EXTERIOR SIDING-1 METAL FURNACE GAS CLASS MET.SKI'D/ST EXTERIOR SIDING-2 CONC. BLOCK HEATING TYPE F.H.A.HOT AIR QUALITY AVERAGE ROOF TYPE GABLE #OF PANELS FRAMING METAUSTEEL ROOF COVER METAL SPRINKLER TYPE WET YEAR BUILT 1988 INSULATION% 100 % %OF BUILDING 100 REMODEL YEAR INTERIOR FINISH% 2 % MEZZ.FINISHED AREA 4000 ADDITION YEAR BASEMENT FINISH AREA MEZZ.UNFINISHED AREA EFFECTIVE AGE 5 AIR CONDITIONING% 12 % DOCK HEIGHT FLOORS NO ECONOMIC LIFE 40 INTERIOR WALL WALL HEIGHT AREA/PERIMETER WALLS FLOORS HEIGHT MULTIPLIER MULTIPLIER BASEMENT 1.08 0.93 1ST FLOOR DRY WALL COMP.TILE 22 2ND FLOOR DRY WALL WALL/WALL 9 3RD FLOOR ADDITIONS ADD-AREA ADD-STORY ADD-BASEMENT WALL HEIGHT PERIMETER 8640 1.00 NO BASEMENT 22 75 72 1.00 QUARTERS OVER 8 8 COMMENTS [Z770�FIGHTLY GABLE;10 SUSP SPACE HTRS;A.C.IN OFF(MEZZ)AREA; #22985 PARTN 2ND FLR;1-5 GAL STRG TANK ABOVE GRND FOR DSL FUEL; 10/01 ADDTN WHSE;5 OH DOORS;BRK RM(12X20),COOLER(57X102); #27823 WHSE ADDTN; Z-e 0 t Prophecy One LLC ( � —U > LIST NUMBER 0006588 160 COST CALCULATIONS DESCRIPTION AREA RATE COST MAIN 31928 27.80 887600 1SMTL- ADDITION 8640 37.42 323310 ADDITION 72 27.66 1990 1 FINISH MEZZ 4000 34.65 138600 200 CANOPY 72 8.06 580 ISM i 108 00 12 1 SUBS CANOPY i GRADE FACTOR 15 REPLACEMENT COST 1554890 PHYSICAL DEPREC. 5 % 1477150 PLUMBING ADEQUATE FUNCTIONAL DEPREC. 0 % 1477150 NUMBER OF FIXTURES 10 LOC/OTHER DEPREC. 0 % 1477150 UTILITIES LAND MAIN BUILDING VALUE 0 OUTBUILDING VALUE 32290 TOTAL ACRES 2.77 FRONTAGE 100.00 DEPTH LAND VALUE 153740 SIZE UNIT ADJ. DEPR MARKET VALUE TOTAL EST MARKET VALUE 1594540 PRI.SITE 2.77 75000 0.74 153740 IND./COMM ACRE 38000 G.L.A. 44640 FRONT ACRE 23000 FRONTAGE 100.00 REAR ACRE FTA 1206.60 2.77 153740 YARD IMPROVEMENT VALUE TYPE CONSTRUCTION FINISH STORY LGTH WDTH AREA AGE CONDITION REPLACEMENT PHYS FUNC MARKET VALUE PAVING 1.0 30900 1988 AVERAGE 64580 50 32290 Book: 1879 Page: 68 1 of 3 VOL. 18 7 9 PAGE 6 8 STATUTORY FORM WARRANTY DEED 293 NAMCO, LLC, a Delaware limited liability company having an address of Pt 100 Sanrico Drive, Manchester, Connecticut("Grantor"), for consideration paid, grants to OAKLAND ROAD ASSOCIATES, LLC, a Connecticut limited liability company having an address of 100 Sanrico Drive, Manchester, Connecticut, the ("Grantee"), with WARRANTY COVENANTS that certain real property situated in C . the Town of South Windsor, County of Hartford and State of Connecticut, known w? as 145, 159 and 167 Commerce Way("Premises"). The Premises are more particularly described on Schedule A attached hereto and made a part hereof. A'% [cr THE PREMISES ARE ALSO CONVEYED SUBJECT TO: 1. Any and all provisions of any ordinance, municipal or other governmental regulation or public law, including zoning, planning and L inland-wetland regulations of the Town of South Windsor. cr 2. Declarations, restrictions, covenants, and easements of record; provided they do not interfere with the present location of any building now located on the property. 3. Real Estate and sewer use taxes due the Town of South Windsor on the Grand List of October 1, 2005, which taxes the Grantees herein assume and agree to pay as part consideration for this deed. 4. Thirty-five(35')foot building line, ten (10')foot side yard and twenty(20') foot rear yard setback lines as shown on Map Numbers 1909A, 1909B and 191013 filed in the Office of the South Windsor Town Clerk. 5. Electric Distribution Easement in favor of The Connecticut Light and Power Company dated May 3, 1988 and recorded in Volume 529 at Page 439 of the South Windsor Land Records, and as shown on Map Number 1932B filed in the Office of the South Windsor Town Clerk. Two 6. Declaration of Covenants and Restrictions by JFI Associates, Inc. dated Nao June 10, 1988 and recorded in Volume 529 at Page 443 of the South Windsor Land Records. Approval by JFI Associates, Inc. dated March :8 13, 1996 and recorded in Volume 883 at Page 253 of the South CD Windsor Land Records. 7. Reservations and obligations contained in Warranty Deed from JFI -4 Associates, Inc. to the State of Connecticut dated August 27, 1991 and recorded in Volume 625 at Page 469 of the South Windsor Land z� Records. CONVEYANCE TAX RECEIVED STATE_SIS a LOCAL S3 —Na TOWN CLERK OF SOUTH W�NDSOR � ,3' Book: 1879 Page: 68 2 of 3 VOL. 18 7 9 PAGE 6 9 s3 SCHEDULE A parcel 1 - 145 Commorc0 Way_ All those certain plecet or parcels of land wlth bulidings and Improvamcnts situated thereon, being located In the Town or South Windsor.County oC Hartford and state or Ccanecticut, Lot Nos 13 - 21 inclusive,all shown btt a map entitled,'PHASE it JOHN FITCH INDUSTRIAL CENTRE PROPERTY AT SULLTYAN AVENUE AND RYE STREET SOUTH WINDSOR, CONNECTICUT SCALE I' . 101X JANUARY 1937 REVISED: NOV. 17, 1997 _ ZONE T PREPARED BY LUZ-ZI ENGIr4EERIN0&SURYEYING 412 Wr:.ST AVON ROAD AVON, CONNECTICUT',which map is on f110 In the South Windsor Land Records and reference to which may be had Car a snore particutar doacrlption. Said premises being more particularly bounded and described as followr, a< NORTHERLY: By Lot No. 17, as showy on Bald trap. Car a distance or 300.00 feet; EASTERLY: 0y land now or rormecty of JFt Associates,Inc— ror a distance or 371.E7 rect.. SOUTHERLY: By Lot No. 22. as shown oa said map,for a distancc or 321.85 feet;and WESTERLY: By Commerce Way,so called, for a distance CC 400.01. Said premisos conveyed together with lho right in common with others to use Commerce Way for all purposct for which a publlo highway may be used.until said atrect becomes a public street. Together with the rights of JPI Associates, Inc. -and its successors and assigns as was reserved by JFI Asaooiates, Inc. in Its conveyance to the State, and more particularly described in a dead from JFI Associates, Inc. to State of Conneoticut dated August 27, 1991 and recorded January 30, 1992 in Volume 625 at Page 469 of the South Windsor Land Records, as the same relates to the:subject property described above. Parcel 2 - 159 Commerce Way and 167 Commerce Way: All that certain pieces or pastels of land situated is the Torn of South Windsor,County of HArtford and State of Connecticut sand being ddigslwted ss Lot 22 and Lot 23 on a ea tiCm R' Map entitled:"PEASE II T^T ws'IY tr tNnT7C i I2TAL G�1`7'ARE PROPERTY AT SUIJ"&N AVP IM AND RYE STREET SOUTH WINiDSOR COPTNEt�CICIIT E: x" SCALE 1"—1001 JANTTARY 1987 Rryised:Nov.17,1997 ZONE IYREPARED BY c LUZLZC ENGIIUMRING&SURVEYJNC 412 WIEST AVON ROAD A.VON, ND•• CONNECTICUT"which map has bsxn fled with the Town Qerk's ORlee of Soot i g as Windsor as Map No.1 ?91 3 on March 29,1988 at 10:00 am.wad reference to which way a be trade for a more particular description- 0)CP g� .810 1 Together with the rights of Trx Associates, Inc. and its og successors and assigns as vas reserved by JFI AEcociates, Inc. in -+ice its conveyance to the state, and more particularly described in a dead from JFI Associates, Inc. to Stato of Connecticut dated August 27, 1991 and recorded January 30, 3.992 in Volume 625 at Page 469 of the South Windsor Land Records, as the Bans relat-as to the subject property described above. 1 BCAB #1587 - Sprinkler Systems for Rack Storage, Sentence 3.2.5.13.(1)- August 20,2003 Page 1 of 1 BCAB #1587 August 20, 2003 Re: Sprinkler Systems for Rack Storage, Sentence 3.2.5.13.(1) Project Description The subject building was constructed under Article 3.2.2.68. of the Building Code which requires the building to be sprinklered throughout in accordance to NFPA 13.The sprinkler system installed was designed to the Ordinary Hazard Group 2. A tenant of the building has installed storage racks(36 bays-44'x96')with the uppermost shelves approx.4.9 meters above the floor.The intended storage is PVC plastic material('Prolen'). Reason for Appeal Sentence 3.2.5.13.(1) requires a sprinkler system for the building to be installed conforming to NFPA 13—1999. NFPA 13 limits "Ordinary Hazard'to stockpiles of combustibles that do not exceed 3.7 m. High-piled storage is defined in NFPA 13 as rack and shelf storage in excess of 12 ft(3.7m)in height. Appellant's_Position The appellant considers the existing sprinkler system(Ordinary Hazard Group 2 classification)to be adequate fire protection and that additional protection would be unreasonable. Building Official's Position The Building Official considers the existing sprinkler system inadequate due to storage of plastics located on racks with shelves up to 4.9 m above the floor.The Building Official considers the addition requirements of NFPA 13 for"high piled storage'are applicable. Appeal Board Decision#1587 This project contains rack storage exceeding 12ft. (3.7 m), therefore the existing sprinkler system does not comply with the applicable requirements of NFPA 13-1999 for rack storage. George Humphrey, Chair Return to Index http://www.housing.gov.be.ca/bcabBCAB1500-1599/1587.htm 3/12/2007 c �i M a �w ...w t 1 .� :� K r � �J `� �� �� � r° /�•y •�� P �j J �' �r� �� Y �' �� �• ^, � �r � N � <_ ,. - �` � ; i � � _ �....� ; ,� k , -- .. .. r - !� s _. .�..'-w..tea+' d s��{{� YiM .'""r"� .� "'h '1 �.t�� � � ?��* :e ._... r a - F • � � .. - _ ,. E • �•� ...., t y .�.,,.. 7i•� _ ' .,� � , � 1 A , `^� � _ .. �� �.�, � - � G� � # __ _ —� � '��� �,� ' �m.• _ , �� ?\ �� -' i � ,;. �� �Y • ,_-,,, ;. 0 '90 08;05 LINDENME'Y;F ?iJNPOE �• � ',� p��'�• �,�y� • 41 c1OvE 1,4 i i 'i o `t a ,�1 arm `• — 00 ►' - i cis Oki P, r C � MMcR ; t WAy �R` D ' 2 1990 South Windsor BUILDING DEPARTMENT �0 Rai WgD1lt6 Or1. i0MH1 Of St3;;. "rate eert►f{N thM tiNe f)Nti tN�eMeMN�t►aF,x.., ;,., copies of the pMeeaN galilighig M WAVOMeM to be rected at / r 65 `l t✓fEl� (�/� 'tree-, together with amendments stated in L7 burg an- filed with plan and 1 agree to comply with all aMin Building and state laws and such orders as shall i. Issued by the Building Department during pendent of this application and final Issuance of a buildin permit. Signed LO b1 IN la approved suCloct to he condition the,, orde and ordinances reguiatintt building shell b,. contplled with. conditionally Approved these filed with Building Inspector �Sy 9cI.r' pate ---------------- No. ��✓ ti t.:S 1!i"ivrE i lvl� �!1" Z�%IVifV� �.`iIV 6.i 1J ivi Propose-d building(s), uses) and/or structurc;,s,' s shown on this plan appear(s) to ba ' conformance with current South W rd" -gulations. Variances and special exceptio l 1 i�-ny ap iy. Date Zoning Enforcement Offiw 4 1 \ N. 12112 mmunroo-, l o UT ..?R 21990 South Windsor BUILDING DEPARTMENT T`' c.'r l'r d t'+at this plan and s pc Cifle_.•, Ln4a,.n•Irn cf t:c proposed building or alterations to 1, tr..f�.d of Str•� "rr 'girth amendments stated In applic,11-n plin and I agree to comply w lth r;rl .� Ord stLte laws and such ordsrs a., shntt i d ty the Building Dep=rtment during prnd: r`is a¢pl;cation and final Issuance of a bl•IICi„ `I _rail. T _ t ncd apprcved subject t the condrtl±q tt `c._[, and Ordinances regulating building shall [.,plied with. C ond.ticn.illy App►cved These til•U ------------- Butlaing Inspectcr 1„ l �:�►fr �:.:ti it;id Gr ZONING CC:.rri.;t,.,., . f - roposad buiidin,g(s), uses) and;or stri.ctu,-c,! nts shown oil this pin appear(-) to tv.- confor ce man with current S�.*'.'i 'tviii, r�,�-;uiatiorts. Variances and spe-6-A is9v s a:e 11mg Enforcement Os`,icer