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Home My WebLink About232 WEST RD APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT rI Ud l�l APP O . D 1540 SULLIVAN AVENUE . s i > ti 644-2511 ext. 230 Bldg:Permit# Date Building Inspector , Application must be printed or typed FEE SCHEDULE Location'of Job: $0-$1,000-$15.00 F . . Over$1,000- No. St3wLot No. $15.00 per$1,000 or any fraction thereoft Designation Apt.No. APPLICANT APPLICANT ADDRESS r 3 3 APPLICANT'S PHONE# �J=1 - 9 744— A O V1 N s OWNER ® OWNER ADDRESS C F OWNER PHONE C � ESTIMATED COST$ IS THIS A CONTRACT COST? Yes No 0 FEE ENCLOSED-$ .2L o�� TYPE,OF JOB: C S h OR-CD NN stallation :] AlVw:on/Addition/Repair, -�o r7OOHZ7 Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE of BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE . ❑ MIXED USE CITY STATE ZIP (Otba Pk specify) TYPE OF INSTALLATION/WIRING METHOD C I s e .. G✓7-Q, SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? O YES 0 NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCLLATIONS MUST BE SUBNUTTED. DESCRIPTION OF WORK rid st THE UNDERSIGNED NEARBY 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 PERFOR- MOCE OF SUCH WORK CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT % DATE c4 t 17 P&M . 0 Electric LLc Public Act No. 91-95: An act concerning the requirement that licensed contractors as defined in Section 20-330 of the Connecticut General Statutes, must personally sign each building permit application. DATE: TOWN OF ! f ``✓S Building Department Attention: Building Official RE: Application for: ELECTRICAL PERMIT To Whom It May Concern: In accordance with Public Act 91-95,this letter authorizes the below named agent to sign the above- referenced permit application. 1. Project Name: QC�- 2. Location: Z 3 �-- ��✓ n--� 3. Starting Date: 4. Licensed Contractor's Name: Subby S. Magro 5. Licensed Contractor's Trade License No. ELC.0189393-El 6. Name of Agent: David Arildsen Sincerely, Signature of Licensed Contractor Required by Public Act 9 -9 State of Connecticut License(s): ELC.0189393-E1 HIC.0638401 J THE DURHAM TRINITY CORPORATION MAURO MEADOWS DURHAM,CT t F. NFPA 110-Standard for Emergency and Standby Power Systems;National Fire Protection Association; 2013. G. UL 2200-Stationary Engine Generator Assemblies;Current Edition,Including All Revisions. 1.5 SUBMITTALS A. See Section 013000-Administrative Requirements,for submittal procedures. B. Manufacturer's factory emissions certification. 1.6 QUALITY ASSURANCE A. Comply with the following: 1. NFPA 70(National Electrical Code). 2. NFPA 37(Standard for the Installation and Use of Stationary Combustion Engines and Gas Turbines). B. Products: Listed,classified,and labeled by Underwriter's Laboratories Inc.(UL)or testing firm acceptable to authorities having jurisdiction as suitable for the purpose indicated. 1.7 DELIVERY,STORAGE,AND HANDLING A. Receive,inspect,handle,and store generator sets in accordance with manufacturer's instructions and NECA/EGSA 404. B. Store in a clean,dry space. Maintain factory wrapping or provide an additional heavy canvas or heavy plastic cover to protect units from dirt,water,construction debris,and traffic. C. Handle carefully in accordance with manufacturer's instructions to avoid damage to generator set components,enclosure,and finish. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Packaged Engine Generator Set: 1. Cummins Power Generation Inc: www.cumminspower.com. 2. Kohler Co: www.kohlerpower.com. t QA 1608 263213-2 of 8 August 2016 ENGINE GENERATORS 1 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Appl' on BUILDING DEPARTMENT APP 1540 SULLIVAN AVENUE `vim`' 0 �1��w� 644-2511 ext. 230 Bldg. Permit# � Date ilding Inspector - - Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Fare P-Oc, COver$1,000= Street Lot No. $15.00 per$1,000 or any fraction thereof "Tenant Designation Apt. No. APPLICANT APPLICANT ADDRESS 31S77e Mc—, rV 451f f orm C?APPLICANT'S PHONE# 660 ' 5" Z9 Z 2 OWNER -FUw►�1 Q� SOcJ` W c 1.�C �fL •(�W N S fq< OWNER ADDRESS /(5YI0 s'-dif 1c/V gy,-oA ue-- cT OWNER PHONE S90 — 6 Yc/ ESTIMATED COST$ Z t g,- c 10 IS THIS A CONTRACT COST? ZYes No x FEE ENCLOSED$ TYPE OF JOB: SOR, .CO"" ' New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY Frt5- Q ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY f..nc f c,cs ❑ EDUCATIONAL / ❑ INSTITUTIONAL ENGINEER'S NAME /y 1�" PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD CAkest 71 4j- /rT/fU wl rL�' SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. �f DESCRIPTION OF WORK f GLsa- 6au Gam` THE UNDERSIGNED HEARBY 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 PERFOR- MANCE OF SUCH WORK o /bz sock CONTRACTORS LICENSEO PE STATE SIGNATURE OFAPPLICANT ATE /D�Zfo f/ State Lic#102800, 3510 Alain Street Hartford CT 06120 (860)549-2822 Fax(860)549-7948 Info@ECIncorporated.com 10/25/16 Town Of South Windsor 1540 Sullivan Avenue Building Department To whom it may concern: In accordance with Public Act 91-95 I, Louis J. Bona, of Electrical Contractors, Inc., E-1 License #102800, hereby authorize Andrew Ioannou to act as my agent to secure an electrical permit for the job listed below: 232 West Road South Windsor Fire Departmnet The Start Date of These project will be 10/27/16 Sincerely, Louis J. Bona President Electrical Contractors, Inc. MAseivicelsaNniscbffice docs\pemvtletter APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 142063-7(je- APP OV 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# Date Building Inspectdr Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 23Z Uik-%-t Ree,� Over$1,000= I Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT E&dr-:G,j APPLICANT ADDRESS 3 7100 &jo, ,.1 4ja,(--�-Pri—A n ,,!7 APPLICANT'S PHONE # OWNER �bt►�!.J c� cSo��t/� W:ty �C tjL. OWNER ADDRESS gve,uu 42 OWNER PHONE 'lot j ESTIMATED COST$ () IS THIS A CONTRACT COST? _ � 'es No FEE ENCLOSED$ �r TYPE OF JOB: r . �SOR Co New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YESgYI�O ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY /�� re Pk,c't 5 sL ❑ BUSINESS ��"" El ASSEMBLY FUTURE USE AND OCCUPANCY 1 e u S --r- ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME /V lI PHONE ❑ FACTORY ❑ STORAGE ADDRESS 9 ARAGE MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD ply C.o� urn l�wR ,e— SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY 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 PERFOR- MANCE OF SUCH WORK a /O 2 &040 6; - C j CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT Cam?/ - DATE State Lic#102800, 3510 Alain Street Hartford CT 06120 (860)549-2822 Fax(860)549-7948 Info@ECIncorporated.com 8/3/16 Town Of South Windsor 1540 Sullivan Avenue Building Department To whom it may concern: In accordance with Public Act 91-95 I, Louis J. Bona, of Electrical Contractors, Inc., E-1 License #102800, hereby authorize Andrew Ioannou to act as my agent to secure an electrical permit for the job listed below: Fire House#3 Wireless Data Install The Start Date of These project will be 8/5/16 Sincerely, Louis J. Bona J President Electrical Contractors, Inc. Wsmice\sal� \office docs\pecmitletter cC , � �� Croce e (jo.Y f►! L)(, Transmittal Cover Sheet L N 'I' E It I' K I S E. S Detailed, Grouped by Each Transmittal Nu RECEIVED DEC 2 8 2010 South Windsor Fire Station Project# 207 TOWN ,LLC. 232 West Rd Tel: Fax: South Windsor, CT. 06074 D. �0 •- ....... ... ....... ...... . .. Matthew Galligan Jennifer Cote Town of South Windsor Cutter Enterprises, LLC. 1540 Sullivan Ave 60 Industrial Park Rd West South Windsor, CT 06074 Tolland, CT 06084 Tel: Tel: 860-871-2839 Fax: Fax: 860-871-3058 Acknowledge Required :�!:9l1 � il�..�} �•:.�``x' }i. � ' �q[ ': iTTT ...J•....•'f vv. .vn r. . ....v Xh uPS ...• :•,.::.r... ,•... «....... ..:•x•;K^:c:.f:::;-x::a.c>r::;:x:•:;;::,•:•:.:::.:•:.:cxna:;:•:.:::o�.:c:;::.::.'. ;Y:uo?.a.: ••��y •:{riy•:. :.•{'+C:•rvx.. �..4.�y:7{Ye •ip:l ••k'�•{:Qa'•:i}. .;... /y�I( 40�. .,��h• ..4'%1�}Y v ��. �•�'�;h 'vyy�,.}; {g �ir..�.. ..}��:�.�-'.��•'..v�?�•'.��-��.�.}�•..�n^{�Yf•�"[0. .�..vi:'-•'ii}tr. -�.{•..}tr+fi:F•N'ii::::; .�.'.�.......".....�i.._.......'.:Yr�::.:� ��1RF..4::�:::?`�n•.•.iY.•:�:':h.`-•::f}�ii�h{4`��...�ySCi;"�n:v:+(.?.'/x'`:%{7C4:::{ikv'.'i-sr6k/'.�:�'.} ... 001 1.00 Cintas/All State Certificate of Substantial Fire Protection Completion 002 1.00 Ferguson Electric Certificate of Substantial Completion .::::................:................:...:.....................................................__............:._........._.........................:.:.::::::.. :. :..., ?..,,.;:.?. :.:.:.: ..:..h ::::..::::::::::::::::::::::: ..... , , .;..,...........:..:........................ .................................................::::...:.:..:.................................................�....................... h::'.• :•:.�x h ... �•`� . Jacunski Humes Architects Brian Humes 1 ', .;.:::•::o:?.::?a::;?.:,:. :,.:?:-... .•:l,;;�2?•'.. n .••n?'•:o-:::. yriS'�:;<: y K ,_. eya�:>:: ;.<: :�iyr N:- W - - ;::'�;: :.Y�' ..?2yi: yy,.:..a:X• :ir:.:y��•:�;}.•s�....r.,•�$�• '• ,.4y.... � ' �>r}y;�� ,? fi.-�fGz';• � •lkr;:;::;;.,. .}�o-: y� i ::'.-"•:xa`��•�C.�. hs ?3!;�b,:o;�:?L?�ix';.Y:x•:`.�CY%.,,c#�:a5;f.�>.>::1,. : .. ::?.�R�•.S±c:-:$E•� ?Js*�R� c�a.. .. 'kfi:�iC�•c�`w+:'.�.pis:$:cxk-�x,'S;yrt �.•.::::;::;::;:.:.^-.',.�. �'�ax...•Y.•h?•.# �:. Enclosed please find the fully executed copy of Cintas Certificate of Substantial Completion as well as Ferguson Electric's. Please insert Cintas's into section 17 of the Cutter Enterprises's O&M Manual. Ferguson Electric's should be inserted into section 20. Should you have any questions, please do not hesitate to contact me. Thanks, 4A� ZZ44) Av-=?�O Signature Signed Date Prolog A1snaW Printed on: 1221/2010 PIRDatabase Page 1 ♦. CERTIFICATE OF OVNLVER SUBSTANTIAL COMPLETION ARCHIT I"1°�' MANAGER 0 RCH(T£CT 0 CONSTRUCTION A4ANAGER-ADVISER EDITION CONTRACTOR 13 FIELD AIA DOCUMENT G 7041CLvt� OTHE C T7iER 0 (Instcuctions on rcicrse side) PROJECT- South Windsor Firehouse&Amblulance#3 PROJECT NOS.: 765 Sullivan Ave CONTRACT rOR: South Windsor CT 06042 CONTRACT DATE: TO OW—NER: TO CONTR.,CTOR: The Town of South Windsor Few fXumr ar.d vdd eSs; fName rod addn-ls) 112 Northwest Drive 1540 Sullivan Ave Plairr4ftCT 06M South Windsor CT 06074 September 1,2Q10 DATE Of ISSUANCE- PROjEtTOR DE5IGi`lKl•ED PORTION SHALL INCLUDE: 16.1 Electric The Work performed under this Contract has been reviewed and found,to the Construction Manager's and Architcci A best knowl- ellgc,informrion and 4ericf•to be subsuntrally complete Substantial Complcuon IS the suRc in the progress of the V Orlc when the irk or&bignwed portion thereof is Suf}iCiendy eornpttae in accordance with the Contract Documents so the owner can occupy or utitiv the V6ock for its intended use.The date of Substarttlal Completion of the Project or portion thereof designated above is hereby cstablishcd as whidl is c(so the date of commencement of ai plic•lhle warrantles required by the COnlf1C[DoCUnlenEs, except as stated below: t list i?f items to he completed or corrected f tn�cd heretq.The failu t include any items on s rch list Coca not abet tilt respnr,- v:r in accordan a DocwncnLs. sibilitt of the r-ontr?ctor to cornolcte al( ors Cutter Enterprises,LLC — t CpittiT(tGCT1OLV AiAti.".GL•R BY n�l'/1� Jacunski Humes Architects, LLC �•.Y DATE ARCHITECT BY The'Contactor will complete or correct the V brk on the list Of items attached hereto-ithin dayi from the abows da=.of Substantial Com�kdon rrtallvrw- ,� Ferguson Becitriccow rR:�CroR eT �S. DATE The Owner accepts the WDrk or designated portion thereof us subsute:L1II 7gSUme full pQS3eStiiAr} thereof't (time)on The Town of South Windsor �h) Ir �3 U Ok'\CR The responsibilities of the Owner and the Contractor for se OWn ark g � utilities,damage to the work and insursncc shall be-as foe ows: �}re Q�,.�{��,�A/r��(�,r,� rt,'r�rr--rlu•rnv}aad Cnrrsracrpr's login and inturonce Courser sib 'OOtJ'U'1'rrNitJ Vvl*a+aGo rYqulren:c•rtry and a)rcragt•j CAUTION: You should use an original AIA document which has this caution printed in red. i 1 An original assures that changes will not be obscured as may occur when documents are reproduced. AIA COCU:AENT G?=CAta • CEl:r1Fh'TrE t)F SLW.%Nn1kL CO}tPUTION • C0?45TR1Xr10N M� t1IA?rA�fr,.kov;stR EDrt'lo\ • 19')2 EDfnoV - A=}6• kj:99? • THP •�SF.AIG\N w5wrtm, of lar�terr.CTS. 1'35 SL"W Vorx AVENUE. Nw. WAi14WG pis• >1G Tco0rr5?92 - wnw+INo: G7041CPAa-1992 'er; unlicensed photocopying violates U.S.eopydght Ln s and will a:b;ect the vloUtor to 1egW Prosecvticn. 1 CERTIFICATE OF OW&NtR 0 SUBSTANTIAL COMPLETION CONSTRUCTION �fA.�IAC:Ek 0 CONSTRUCTION MANAGER-ADVISER EDITION CONTRACTOR Cs AIA DOCUMENT C iO4/CNta FIELDOTHE 0 (Instructions On reverse side) PROJL(-T: South Windsor Firehouse&Amblulance#3 PROJECT NOS.: 765 Sullivan Ave CO South Windsor CT 06042 CONTRACT Cr DAM TO The Town of South Windsor TO CONTIUNCTOR: 1540 Sullivan Ave f .:.s!t-nd 4.dd,Ml) �f IAN State Fro Systems PO Box 2350 South Windsor CT 06074 Haaord CT 06146 September 1,2010 O rE OF ISSUANCE. PR(,)JF.C-r OR DESIGNXTL-D PORTION SHALL INCLUDE•: Fre Protection The Work performed under this Contract has bcen mvicwed and found,to the Construction Managers and ArchiteC['s best knoorl- cdgc,information and belief,to be substantkally eomplere.Substantial Completion is the stage in tltc progress of the Vbrk tvht:n the Work or d nigrtatcd portion thereof is sufflcierdy complete in accordance witb the Contract DoLuments so the Owner Can occupy or utilivx rhp Work for its intended use.The data of Substantial Completion of the Project or portion thereof desiSnarcd above is hcrcbY csublishcil as tvhich is alsu the date of corrimcneerme4t of applicable w3rr3ntles required by the Contract Dotamicnts,except as starcJ below: A fist of i[cros to he cutruleted or corrected is a[rachcd hereto.The fail e o include any items oft such list doc>ror alter rile rrspor- sibility of the Cont.,nctvr to eompicte all Work in accords. tract Doctumenrs. Cutter Enterprises,LLC CO\$T{t1;Cl'lON}iA:ti.^.GLR D tT' Jacunski Humes Architects,LLC `I' • D ARCHI7 ECT 13Y DATE The Conr.;tctcr will complete or corrcet the Wark oil the list of items attac ed h o withi days from the abow.dim of 5ubsuntial Completion. Ci tas I M State Fro Systems ' f:0i:rR.�CfUi: g DATE The Owner accepts the NVork or dcsign3ted portion thereof ss substantially complete and will avurne full pt)session ti:crcof 31 (time)on (Lute).The Town of South Windsor - /3 /U M ffha?w R_Galllgan The responsibilities of the Owner and the Contractor for security,mninteTownVa(t('ager darnas,to the work aril insurance s131 be as ro:Jo,w•.: r1+41�I�:�Vzll�h� )XrI�tle7Q� (,4i�•�Urru¢r t a+rrr CnnL'dpJr'r legnl an[(irtiurdnCe COu 2fe1 sbnuld dale r .. J rem=errs and cooromgri CAUTION: You should use an original AIA document which has this caution printed in red. An original assures that changes t•:iti not be obscured as may occur when documents are reproduced. AIA COCUhX'-ta (1704rrala • 1LM.TlF1C,%TE i)F st:E3T>v-4T1aL COMPLETION • CONSTtiUMON �il�: 3[.tttt::fi:.tCt•:SfR EDI'rfOIY • 19?2 EDITION • Atte• '[�[99? • THE n.4c.A!CAN tiv$rrrt)'[f r)F .ARCN:TECT'S. 4-35 NE'a YOAK AVEPrI:E, rcw. iC,:)!il.'K•IOV, = 200e(>5292 • YfARNING: Unf coned photocvyy;ng violates U.S.copyright tars and w0l subsea to violator to legai Fmsecuticn, G7fl4�C�%i a-1�a2 APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: -� " 232 West Road _ Est. Cost: $ 2 %fl Date: Permit Fee: $ Final Inspections Sign Permit# 1000146 Approved: , ,b Building Electric Permit#* _ � Zoning Applicant K pp ( �}r�i.-rn-IY�-d +s-c.� / Business Name C�tJ+'n Applicant Address o �:� �'ti+� ".,O ,4,&- T Phone 6Vo -8,/ - 3� Address of Proposed Sign(s) CAvr4-r !2 Zone TYPE of SIGN: ® Wall or Q Free-standing 9K New or❑ Replacement Illuminated? ❑ No ❑ Yes (electrical permit required) Proposed Free-standing Sign: Size(sq ft) Sign Height_ Sq Ft of Existing signs on site: Free-standing Wall Proposed Building Sign: Building Frontage(ft) Sign Size(sq ft) 64f>-C4Description of sign materials and lighting: e t, �^r_k� ATTACH DIAGRAM OF SIGN I have read, unde nd and agree to bide by the South Windsor Zoning Regulations, Signs. INCLUDING ,1 DIMENSIONS Applican [� .4�� t- Date AND MAP OF G i SIGN LOCATION Property Owner ____ Date_:�/ Z � — .A^,, ;2 3 Z td e srf 0 FERGLIN01V 112 Northwest Drive• P.O. Box 430• Plainville, CT 06062 Voice (860) 747-4566 Fax (860) 793-5050 To Whom It May Concern: I give my permission for Nick Marcantonio Title: Project Manager of Ferguson Electric Co., Inc. to apply for a building permit under my Connecticut Electrical Unlimited Contractor License #ELC.0121865-E1 expiring 09/30/2009 for the following project and location: Job Name: South Windsor Fire/Ambulance Corps Bldg. Address: 765 Sullivan Avenue South Windsor CT Sincerely, Lee T. Fergus President Subscribed and sworn to before me this y U da of 2009. Notary I ublic JOANNE N. ERDMAN NOTARY PUBLIC My COMMISSION EXPIRES MAY 31, 2010 Contractors Since 1925 AA/EOE CT El #121865 MA #490MR CT Mech#1122 F006 Ak. DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application ja hereby: TOWN OF SOUTH WINDSOR ntpl fi� BUILDING DEPARTMENT APPRO 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 6 � Date 134cAng Inspector Application must be printed or typed Location of Job: FEE SCHEDULE F=StreetNo. $0-$1,000=$15.00 Street Lot No. Over$1,000$1V.00 per$1,000or any fraction thereof nation Apt.No. APPLICANT Eh�CL�O,t) Gl.�cTE'/G APPLICANT ADDRESS12 APPLICANT PHONE# ,r_T i�47- O� N 3 F,q OWNER 1�� exj - c OA-) — 1 OWNER ADDRESS _ Ak A5 tidbkg CO) ti OWNER PHONE e // O C ] ESTIMATED COST$ /r IS THIS A CONTRACT In M Yes G No r FEE ENCLOSED$ SOrA �� TYPE OF JOB: �` , J R•CO 1� Mrf4ew Installation 0 Alteration/Addition/Repair Revised 8/99 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? UIYES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY 4,6 U ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY U EDUCATIONAL U-INSTITUTIONAL ENGINEER'S NAME I�1�� Csrc PHONE 2 7/_-7 l ❑FACTORY U STORAGE ADDRESS 42' - ❑GARAGE ❑MIXED USE CITY Cyr-Sr/i i�c STATE C7' E- (Other please specify) TYPE OF INSTALLATION/WIRING METHOD `f SIZE OF SERVICE &C' , 1 bSIZE OF MAIN CONDUCTORS(2� NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES U NO NUMBER OF LIGHT CIRCUITS -'(NUMBER OF POWER CIRCUITS dq( NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS �K NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. ' DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 012 j e c—6 CONTRACTORS LICENSE NO. TYPE STATE r SIGNATURE OF APPLICANT DATE B-f¢- zz�02 A�'7 rc-/Z 4EZ-7 �S�[J DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT qDD �3I 3 APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 0 644-2511 ext. 230 DQa r Building rnspmmtco�r ' Application must be printed or typed FEE SCHEDULE Location of Job: FTenant $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof tion Apt.No. APPLICANT APPLICANT ADDRESS 3S0 GFL 1�� - APPLICANT PHONE# q� O W N St-4 t-4 OWNER Gyry O� cSo�n� GU,iNA.SO/L OWNER ADDRESS U r OWNER PHONE C ESTIMATED COST$ Z � .•1w � U .� IS THIS A CONTRACT COST? _Yes _No FEE ENCLOSED$ A1yc- �_ SO O�� TYPE OF JOB: 'ID Yin R C New Installation I Alteration/Addition/Repair APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ElYES ElNO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY Fi/� il>�dGi�it/G� ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE I/�9 DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: $ OOL— BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building I r Application must be printed or typed FEE SCHEDULE Location of Job: ►►,v4•, $0-$1,000=$15.00 Street No. -a a* Ed Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT A APPLICANT ADDRESS `�Z, W e.5}o n �'• 3�D APPLICANT PHONE# co ' `1S2 - 4 S D�v(�(0, OW N St OWNERo�,.J n o �- So.��-1•� lndsor^ OWNER ADDRESS &0) a OWNER PHONE 0 , C = ESTIMATED COST$ DO D• m o IS THIS A CONTRACT COST? ✓Yes _No FEE ENCLOSED$ Z:26�IP7 TYPE OF JOB:SOR-Co ✓New Installation _Alteration/Addition/Repair Revised 4/011/2002 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 OCCUPANCY ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY ❑ STORAGE ❑ GARAGE ENGINEER'S NAME PHONE GIMIXED USE (Other please specify) ADDRESS CITY STATE ZIP 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 WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑ YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑ FIRE ❑ BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES ❑NO IS A SPRINKLER SYSTEM PROVIDED? ❑YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. PP-f L4041,c� C.6,1I -r'ctof GT CONTRACTORS LICENSE O. TYPE STATE SIGNATURE OF APPLICANT DATE Zoo i DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Applicat' ereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT AP O 1540 SULLIVAN AVENUE a Bldg.16 644-2511 ext. 230 Brl Pettnit# � Date B ding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: (v L VA 4AQEAIUG $0-$1,000=$15.00 Street No. 2'tea trees Lot No. Over$1,000= I $15.00 per$1,000 su;}-lj f A or any fraction thereof Tenant Designation Apt.No. So..''Tb4 -r.iD502 FS E MpT C AmgvucuJcC y= It_T APPLICANT 4 Or-QiAkkTMA— APPLICANT ADDRESS FO CoLo&XXAl_ r,_p,4D MAt�cb�Slt,r� � cT nCva�l Z APPLICANT PHONE# OGO- Co 4 3 - 3 9 31l SOW N SF4 OWNER —rower, of �VTVA WM*k'tSai?_, Z_r— OWNERADDRESS IS,LAO Sy\_L=_✓Noa AVEAIVG &0� o OWNER PHONE 1?2GO Co y y -Z 51 k C ''1 ESTIMATED COST$ � �'I, w IS THIS A CONTRACT COST? Yes _No �G a ICJ FEE ENCLOSED$ WA-MVED r�Os O�� TYPE OF JOB: DR C /4:� New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: V HEATING ❑RESIDENTIAL 19 A/C PCOMMERCIAL %VENTILATION O INDUSTRIAL HEATING ❑STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC WrWARM AIR 0 UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) 7(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT—BTUH)2�q3Z,OCC NET RATING(OUT'PUT—BTil� f,��t;�Ocap TYPE OF FUEL ❑OIL—GPM OIL TANK LOCATION :❑INSIDEO OUTSIDE CAPACITY GAS—INPUT2,y3�,OW LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANIL.INfj EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) 4V AG; FURTHER DESCRIPTION OF WORK 4S 6 ; �x�4 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. 03o3163 S CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLIC DATE — O DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPRO 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE FTenant Location of Job: $0-$1,000=$15.00 ,2 3Z W e cf-S-street L]No. Over$1,000= 1 4Qc 0( $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT tfoYGGlY1 APPLICANT ADDRESS ICT dwol, APPLICANT P-H--ONE# �43r' -6 fO OWN sF OWNER �I[�A([L d�, �aJ�t^ 1► )(i4 1, q� OWNER ADDRESS �• �, OWNER PHONE C ESTIMATED COST$ LXj IS THIS A CONTRACT COST? es _No FEE ENCLOSED$ • u/ 11�� AV, TYPE OF JOB: ZNew Installation Alteration/Addition/Repair Revised 4i01in002 t APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES ❑RESIDENTIAL O BUSINESS IS THIS APPLICATION ASSOCIATED WITH A O ASSEMBLY BUILDING PERMIT APPLICATION? ❑ YES O NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ❑INSTITUTIONAL O FACTORY FUTURE USE AND OCCUPANCY O STORAGE ❑GARAGE ENGINEER'S NAME PHONE O USE (O&er please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? ❑YES O NO IF YES,CHECK ALL THAT APPLY: O ADDED O DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER O INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? O YES ❑NO IF YES,CHECK ALL THAT APPLY: O FIRE ❑BOOSTER O OTHER ARE STANDPIPES PROVIDED? O YES O NO IS A SPRINKLER SYSTEM PROVIDED? ❑YES O NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI ,L m DESCRIPTION OF WORK Gun �►'15i+� ��Z ��ae�ua s4s '', THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE AD ALLSTATE FIRE EQUIPMENT • New England's Leader in Fire Protection 15 ROBERT,JACKSON WAY a PLAINVILLE, CT 06062 j5 OFFICE(860)793-6900 a FAX(860)793-6906 www.a I I sta tefi re.biz Public Act No. 91-95:An act concerning the requirement that licensed contractors as defined in Section 20-330 of the General Statutes must personally sign each building permit application. Date: ?1- 0 ATTN: Building Official RE: Nbi R07- To Whom It May Concern, In Accordance with Public Act 91-95, this letter Authorizes the below named agent to sign the above reference permit application. 1. Project Name: SA (44,, l i, � /.fit x, 2. Location: -::k5 I Starting Date: 13Z,1f0 4. Licensed Contractor's Name: Michael Gagnier 5. Licensed Contractor's Trade License No.: FRP.0030042-F3 6. Name of Agent: '1�T� C(C�• Sincerely, DEPARTMENT OF CONSUMER PROTECTION FIRE PROTECri(N LfMITED CONTRACTOR MICHAELJ GAGNIER a rgnature o ntrktor 33 MACINTOS14 WAY SOUTHINGi ON,CT 06010 LIC./REG NO. EFFECTIVE EXPIRES FRP.0030042-F3 11 f 01/2009 10/31/2010 SIGNE;P`' �I 1-01_Application_For_Permit f MEMBER CT Llc. #F30042 • MA-CR. 1097 '' A ANSI.. • SUPPRESSIONFIRE ■ Low pH Agent ■ Proven Design ■ Reliable Cartridge Operated ■ Aesthetically Appealing ■ UL Listed —Meets Requirements of UL 300 ■ ULC Listed—Meets Requirements of ULC/ORD-C1254.6 O � - The ANSUL®R-102T1 Restaurant Fire Suppression System is an auto- matic,pre-engineered,fire suppression system designed to protect the following areas associated with cooking equipment;ventilating equip- ment including hoods,ducts,plenums,and filters;fryers;griddles and W4212 range tops;upright,natural charcoal,or chain-type broilers;electric,lava rock,mesquite or gas-radiant char-broilers and woks. The system is ideally suitable for use in restaurants,hospitals,nursing homes,hotels,schools,airports,and other similar facilities. / Use of the R-102 system is limited to interior applications only.The regu- lated release and tank assemblies must be mounted in an area where A system owner's guide is available containing basic information • the air temperature will not fall below 32°F(0°C)or exceed 130°F pertaining to system operation and maintenance.A detailed technical (54°C).The system must be designed and installed within the guide- manual is also available including system description,design,installa- lines of the UVULC Listed Design, Installation, Recharge,and tion,recharge,and maintenance procedures,plus additional equipment Maintenance Manual. installation and resetting instructions. The system is installed and serviced by authorized distributors that are trained by the manufacturer. The basic system consists of an ANSUL AUTOMAN®regulated release assembly which includes a regulated release mechanism and a wet The restaurant fire suppression system is a pre-engineered.wet chemi- chemical storage tank housed within a single enclosure.Nozzle blow-off cal,cartridge-operated,regulated pressure type with a fixed nozzle caps,detectors,cartridges,agent,fusible links,and pulley elbows are agent distribution network.It is listed with Underwriters Laboratories,Inc. supplied in separate packages in the quantities needed for fire suppres- (UL/ULC). sion system arrangements. Additional equipment includes remote manual pull station,mechanical and electrical gas valves, pressure switches,and electrical switches for automatic equipment and gas line shut-off.Accessories can be added yy,® • such as alarms,warning lights,etc.,to installations where required. Tanks can be used in multiple arrangements to allow for larger hazard coverage.Each tank is limited to a listed maximum amount of flow 40 numbers. 004215 The system is capable of automatic detection and actuation and/or remote manual actuation.Additional equipment is available for mechani- cal or electrical gas line shut-off applications. The detection portion of the fire suppression system allows for auto- • matic detection by means of specific alloy rated fusible links,which, when the temperature exceeds the rating of the link,the link separates, allowing the regulated release to actuate. It•�s � �=_T� J t 1 COMPONENT Wet Chemical Agent—The extinguishing agent is a mixture of organic Applicable Standards:ULI listed under EX-3470;ULC listed under salts designed for rapid flame knockdown and foam securement of CEX-747;meets requirements of NFPA 96(Standard for the Installation grease related fires.It is available in plastic containers with instructions of Equipment for the Removal of Smoke and Grease-Laden Vapors from for wet chemical handling and usage. Commercial Cooking Equipment);NFPA 17A(Standard on Wet Chemical Extinguishing Systems). Agent Tank—The agent tank is installed in a stainless steel enclosure or wall bracket.The tank is constructed of stainless steel. I Tanks are available in two sizes:1.5 gallon(5.7 L)and 3.0 gallon • . • ,. • -, ► (11.4 L).The tanks have a working pressure of 110 psi(7.6 bar),a test ► pressure of 330 psi(22.8 bar),and a minimum burst pressure of 600 psi Order all system components through your local authorized ANSUL (41.4 bar). Distributor. The tank includes an adaptor/tube assembly.The adaptor is chrome- plated steel with a 1/4 in.NPT female gas inlet and a 3/8 in.NPT female agent outlet.The adaptor also contains a bursting disc seal which prevents the siphoning of agent up the pipe during extreme temperature • variations. An ANSUL R-102 Fire Suppression System shall be furnished.The Regulated Release Mechanism—The regulated release mechanism is system shall be capable of protecting all hazard areas associated with a spring-loaded,mechanical/pneumatic type capable of providing the cooking equipment. expellant gas supply to one or two agent tanks,depending on the capac- ity of the gas cartridge used.It contains a factory installed regulator 1.0 GENERAL ► deadset at 110 psi(7.6 bar)with an external relief of approximately 1.1 References ► 180 psi(12.4 bar).It has automatic actuation capabilities by a fusible link detection system and remote manual actuation by a mechanical pull 1.1.1 Underwriters Laboratories, Inc.(UL) station. 1.1.1.1 UL Standard 1254 1.1.1.2 UL Standard 300 The regulated release mechanism contains a release assembly,regula- 1.1.2 Underwriters Laboratories of Canada(ULC) tor,expellant gas hose,and agent storage tank housed in a stainless 1.1.2.1 ULC/ORD-C 1254.6 steel enclosure with cover.The enclosure contains knock-outs for 1/2 in. conduit.The cover contains an opening for a visual status indicator. 1.1.3 National Fire Protection Association(NFPA) 1.1.3.1 NFPA 96 It is compatible with mechanical gas shut-off devices;or,when equipped 1.1.3.2 NFPA 17A with a field or factory-installed switch,it is compatible with electric gas line or appliance shut-off devices. 1.2 Submittals 1.2.1 Submit two sets of manufacturer's data sheets Regulated Actuator Assembly—When more than two agent tanks are 1.2.2 Submit two sets of piping design drawings required,the regulated actuator is available to provide expellant gas for additional tanks.It is connected to the cartridge receiver outlet of the 1.3 System Description regulated release mechanism providing simultaneous agent discharge.It 1.3.1 The system shall be an automatic fire suppression ► contains a regulated actuator deadset at 110 psi(7.6 bar)with an exter- system using a wet chemical agent for grease related ► nal relief of approximately 180 psi(12.4 bar).It has automatic actuation fires. capabilities by a fusible link detection system and remote manual actua- 1.3.2 The system shall be capable of suppressing fires in tion by a mechanical pull station. the following areas associated with cooking equipment: The regulated actuator assembly contains a regulated actuator,regula- ventilating equipment including hoods,ducts,plenums, tor,expellant gas hose,and agent tank housed in a stainless steel and filters;fryers;griddles and range tops;upright, enclosure with cover.The enclosure contains knockouts to permit instal- natural charcoal,or chain-type broilers;electric,lava lation of the expellant gas line. rock,mesquite or gas-radiant char-broilers. 1.3.3 The system shall be the pre-engineered type having • Discharge Nozzles—Each discharge nozzle is tested and listed with minimum and maximum guidelines established by the the R-102 system for a specific application.Nozzle tips are stamped with manufacturer and listed by Underwriters Laboratories, the flow number designation(1/2, 1,2,and 3).Each nozzle must have a Inc.(UL). metal or rubber blow-off cap to keep the nozzle tip orifice free of cooking 1.3.4 The system shall be installed and serviced by person- grease build-up. nel trained by the manufacturer. 1.3.5 The system shall be capable of protecting cooking appliances by utilizing either dedicated appliance protection and/or overlapping appliance protection. i I 1.4 Quality Control 2.2.5 Regulated Actuator Assembly:When more than twQ 1.4.1 Manufacturer:The R-102 Restaurant Fire Suppression agent tanks are required,the regulated actuator shall System shall be manufactured by a company with at be available to provide expellant gas for additional • least thirty years experience in the design and manu- tanks.It shall be connected to the cartridge receiver facture of pre-engineered fire suppression systems. outlet of the regulated release mechanism providing The manufacturer shall be ISO 9001 registered. simultaneous agent discharge.The regulator shall be 1.4.2 Certificates:The wet agent shall be a specially formu ► deadset at 110 psi(7.6 bar)with an external relief of g P y ► approximately 180 psi(12.4 bar).The regulated actua- lated,aqueous solution of organic salts with a pH for assembly shall contain a regulated actuator,regula- ► range between 7.7—8.7,designed for flame knock- tor,expellant gas hose,and agent tank housed in a down and foam securement of grease-related fires. stainless steel enclosure with cover.The enclosure 1.5 Warranty,Disclaimer,and Limitations shall contain knockouts to permit installation of the 1.5.1 The pre-engineered restaurant fire suppression system expellant gas line. P 9 PP Y components shall be warranted for five years from date 2.2.6 Discharge Nozzles:Each discharge nozzle shall be of delivery against defects in workmanship and mate- tested and listed with the R-102 system for a specific rial. application.Nozzles tips shall be stamped with the flow 1.6 Delivery number designation(1/2, 1,2,and 3).Each nozzle 1.6.1 Packaging:All system components shall be securely shall have a metal or rubber blow-off cap to keep the packaged to provide protection during shipment. nozzle tip orifice free of cooking grease build-up. 2.2.7 Distribution Piping:Distribution piping shall be 1.7 Environmental Conditions Schedule 40 black iron,chrome-plated,or stainless 1.7.1 The R-102 system shall be capable of operating in a steel pipe conforming to ASTM A120,A53,or A106. temperature range of 32°F to 130°F(0°C to 54°C). 2.2.8 Detectors:The detectors shall be the fusible link style designed to separate at a specific temperature. 2.0 PRODUCT 2.2.9 Cartridges:The cartridge shall be a sealed steel pres- 2.1 Manufacturer sure vessel containing either carbon dioxide or nitro- 2.1.1 Ansul Fire Protection,One Stanton Street, Marinette, gen gas.The cartridge seal shall be designed to be Wisconsin 54143-2542,Telephone(715)735-7411. punctured by the releasing device supplying the required pressure to expel wet chemical agent from 2.2 Components the storage tank. 2.2.1 The basic system shall consist of an ANSUL AUTOMAN regulated release assembly which includes 3.0 IMPLEMENTATION a regulated release mechanism and a wet chemical storage tank housed within a single enclosure. 3.1 Installation Nozzles,blow-off caps,detectors,cartridges,agent, 3.1.1 The R-102 fire suppression system shall be designed, fusible links,and pulley elbows shall be supplied in installed,inspected,maintained,and recharged in separate packages in the quantities needed for fire accordance with the manufacturer's listed instruction • suppression system arrangements.Additional equip- manual. ment shall include remote manual pull station, mechanical and electrical gas valves,pressure 3.2 Training switches,and electrical switches for automatic equip- 3.2.1 Training shall be conducted by representatives of the ment and gas line shut-off. manufacturer. 2.2.2 Wet Chemical Agent:The extinguishing agent shall be a specially formulated,aqueous solution of organic salts with a pH range between 7.8—8.2,designed for flame knockdown and foam securement of grease related fires. 2.2.3 Agent Tank:The agent tank shall be installed in a stainless steel enclosure or wall bracket.The tank shall be constructed of stainless steel.Tanks shall be avail- able in two sizes;1.5 gallon(5.7 L)and 3.0 gallon (11.4 L).The tanks shall have a working pressure of ► 110 psi(7.6 bar),a test pressure of 330 psi(22.8 bar), and a minimum burst pressure of 600 psi(41.4 bar). The tank shall include an adaptor/tube assembly containing a burst disc union. 2.2.4 Regulated Release Mechanism:The regulated release mechanism shall be a spring-loaded, mechanical/pneumatic type capable of providing the expellant gas supply to one or two agent tanks depending on the capacity of the gas cartridge used.It shall contain a factory installed regulator deadset at 110 psi(7.6 bar)with an external relief of approxi- mately 180 psi(12.4 bar). It shall have the following actuation capabilities:auto- matic actuation by a fusible link detection system and remote manual actuation by a mechanical pull station. The regulated release mechanism shall contain a • release assembly, regulator,expellant gas hose,and agent storage tank housed in a stainless steel enclo- sure with cover.The enclosure shall contain knock-outs for 1/2 in.conduit.The cover shall contain an opening for a visual status indicator. It shall be compatible with mechanical gas shut-off devices;or,when equipped with a field or factory- installed switch,it shall be compatible with electric gas line or appliance shut-off devices. 1 • • ANSUL.ANSUL AUTOMAN,and R-102 are trademarks of Ansul Incorporated or its affiliates. • :i ANSUL, I *yC0/Fire& Ansul Incorporated 715-735-7411 Copyright C22006 Ansul Incorporated Security Marinette,WI 54143 2542 www.ansui.com Form No.F-2004004-3 a. ANSULt Install Date: TBD All State Fire Equipment South Widsor Fire & Ambulance Facility 15 Robert Jackson Way 765 Sullivan Ave Plainville, CT 06062 South Windsor, CT 06074 Michael Gagnier 860-793-6900 - info@allstatefire.bii F30042 0 o� O Manual Pull with wire rope x1 Gas valve x1 3.0 Tank & Reg. Release page 1 of 5 :1. ANSULs Install Date: TBD All State Fire Equipment South Widsor Fire & Ambulance Facility 15 Robert Jackson Way 765 Sullivan Ave Plainville, CT 06062 South Windsor, CT 06074 Michael Gagnier 860-793-6900 info@allstatefire.biz F30042 10x 10in. t erxm 48 x 24 in. I Range gratings 36 x 24 Im Flow Summary: Coverage I Overall Dimensions I Nozzle Flows Nozzle Location Hood:Single Bank 48 x 48 in. 1 N 1 0.4 in.from fitter face,center of height dimension,aimed down fitter length. Duct:Square 10 x 10 in. 1 W 1 2-8 in.into center of dud opening,aimed up Range:6 burners 36 x 31 in. 245 x2 4 40-50 in.,center of cooking surface,or 11 3/8 in.max to centerline of any gr See Note 1 Total Flow Points 6 page 2 of 5 in.]ANSUL. Install Date: TBD All State Fire Equipment South Widsor Fire & Ambulance Facility 15 Robert Jackson Way 765 Sullivan Ave Plainville, CT 06062 3 South Windsor, CT 06074 Michael Gagnier 860-793-6900 info@allstatefire.biz F30042 Notes Project Notes: Automatic fire suppression system plans and specifications in compliance with; UL 300, NFPA-17A (2002), 2003 IFC-904.11, 2003 IBC-904.11, 2003 IMC-509.1 Microswitches are provided for electrician to make applicable connection (including make-up air fan shut-down, electric appliance shut-down, & alarm tie-in). All Hood penetrations will have UL-listed (UL# 21_09) grease seals. Manual Pull Station to be located in the path of egress 48" above finished floor and a minimum of 10' to a maximum of 20' from the kitchen exhaust system. All fuel sources (natural gas, LP, or electric) will shut-down upon system activation. Fusible Links: =>To determine actual fusible link ratings,temperature readings must be taken during peak cooking time. Note 1 => Nozzle: 245 x2: (Range: 6 bumers) nozzle position: 40-50 in., center of cooking surface, or 11 3/8 in. max to centerline of any grate, pointed vertically down page 3 of 5 E N T E R P R I S E S April 5, 2010 South Windsor Fire and Ambulance Facility 232 West Road South Windsor Ct 06074 Re: Application for Permanent Sign Permit Exterior Signage Sizes. • Sign 1 = 107 sq. ft. Sculpted Plastic Letters with Cantilevered wall light 56' long • Sign 2= 35 sq. ft. Aluminum Letters with Ground Mounted Lights. • Sign 3 = 7 sq. ft. Cast Aluminum • Sign 4= 3.4 sq. ft. Aluminum letters • Sign 5 = 3.4 sq. ft. Aluminum letters L Thank you, IludilCi C. a� David Netz Project Manager l Cutter Enterprises,LLC. 1 S i„yp11 �Zx,1a c�� v �z �rtQS ,N,i;� S'.�.• -n �i,�u.,-U' 60 Industrial Park Rd West, Tolland,CT. 06084 Ph: 860-871-2839 Fx: 860-871-3058 04/13/2010 TUE 11:28 FAX 210 349 2464 ERCC OFFICE 0001 *** FAX TX REPORT *** TRANSMISSION OR JOB NO. 0931 DESTINATION ADDRESS 98608713058 PSWD/SUBADDRESS DESTINATION ID ST. TIME 04/13 11:27 USAGE T 00' 31 PGS. 1 RESULT OR Planning Department 1540 Sullivan Avenue SOUTH . South Windsor, CT 06074 TOWN HALL 644-2511 X 252 FAX 644-7280 Fax To: Dave Netz,Cutter Enterprises From: Michele Upe,AICP Fan: 860-871-3058 Pages: 1 Phone: Date: 4/13/2010 Re: Permanent Sign Permit for Fire Station CC: Urgent❑ FOR Review❑ ❑Please Comment ❑Please Reply ❑Please Recycle We have reviewed your sign proposal and have signed off on it for zoning compliance. Could you please notify the budding department of the estimated cost of the sign and my understanding is they collect$.22 on every thousand for the state educational reimbursement fee(at the time of the permit application). Once they receive the fee,the sign permit wil be issued. You can contact Alice Kehoe in the Budding Department at(869)644-2511,ext.230. Thanks, Michele - II i'Mwa.LV45 7 9 11 12 13 14 15 16 18 20 REVISIONS ATE NOTE D> 'AWYE •�1� O 11 ( )12 � dB01E`'I VALVE Uv��'R'-O'AM 2TMT ' NOM. Mill. (BRANCHES) CONCRETE DECK _ --- ___ ___ '2� 11� 3' MIN. (MAINS) �I'a„� ;' . ; , •.•. . •• •. SUBMISSION ISSUE ---------------------- -- ------------------- 1 11/16/09 I , ��. . BB _ _ e«e«v>r»>i Fe««v»»ai a««eva»»i e«— «<v»»>i -� ' ,- - - . - . - - - -—- NOT LES 3' NOM. «<... I'DDL To Zap 2 NslcroR TEsr = - I ; in _ / / / / / 9LW... + :: ;' :. 1 -- RETAINING STRAP :9 . ." I JOIST-- ICKNESS 2l4' d• VALVE 16 1'-m'AFF -'n , - b-11 .9 / / I / _ ../ / / / I / / :** :9UK :3 4 D 5 /� [ q,�] / (� O, 1 a a me s aMc �DEPTH OR �ID� OF 2m. .. :I..... I-a / i / / o ING I'I>FL TO zaE I t14sFEaoR TEST �-- �J n / la / ....•:. -- A.T.R. y ...... ........ .. a I I VALVE+1'-m'AFF I / / / / / / / / / / ® ; � ... ©... n�...................... .. ....... .. I I " „ 0 AGY=9'-0 y,,ACT=9'-0 Ams9-0. � ..tzs... � I ,-•C J••C ACS=9'-0 i' I° 1" 1_1 ' // // [ n/ 1/ / ty / lIi"/ / /11i" / f '�' ; RTIRTIG AL B __ -- ..... ..AGTsa%0.. I 1 A T R 1 -- T.IB C. 4-8 a IID-4 -ID EQUIP.'a I, / ." �'b -ih 11- , e-1 , �' ...... ... I 1 -- RING 1-1 I STORAGE ni I 1 // //�46 // , I // / �/ �/ rr // // r /r // i i' ` ' ' ' I T, -- 1 / / / / I / / / / / / / / I ....�,�.... ®�s...... 2_IDt�:...... ....... ........ ' MIN. (BRANCHES) CONC. SHIELD i ,�sF = au I / / / / �/ / 1 / . / / i / I / / / / 1 :^ _e: _..6" �.I�.• I I SUJ!s I ^"n /y1 I LJ = 0 I ,/. .. . I .... .. ,. ........ . .. I v — kANC 1 Q; :, DDIfR , ' / / / /. / / �"• / / / - : rn : }�1° 1 -: Q, -b °I )( 3 MIN. (MAI'VS) 1 ,( YFaiNNNJiC"Ro�Y I /. �4 / -14-0 I / / 26 / 1' / // / , I ....<,< '...4. ..1_i..... ..... ...0).......... ...... ... ...... ........ ... ........ .. I c ms I I / / / / I II,■/ / II,./ / / I,e / / /,/ , : 2 28 _ . 7- -LJ ' U I . i / / / / 1y0 / / �-i / / / t.O/ / 9_ '�/ -�,..:. ..... '_aw .. ...... ........ .-_OT............ .. , / / / i / / i. / . / / / ' / // / / : a .V % .. ......�«,......:. i » HANGER ..... .. . . ..... 1° 1° I ; '— -�-- / / / / , , / / , 111 4. I SAMMY SUPER SCREW SWG CONC. DiECK w/SHIELD NP. HANGER 10-4 .0 I - 11 �I I / / / / / / / / / / / / / p ,r CMI11DW . : : : I-BEAM & BAR JOIST . v' .= m 1 - C C 01 - - - -t L�-- / �_-,`I ID,.,. :.....:.. ....� ..._........... .. .. .. _ .. .I":.- ..... .. .. _ .. _ .. IWO JOIST DETAIL (NO SCALE) _ _.. I" :.. . . (�' 1 '3 1�- 30 / /• / I / / er. .ID,11....:. _. ..._it 911...._.... / / / / / 33 _. .._.... , . . I�<Fi�Gt1 Aeo'vE _` I / / �I,. /�1 / /1,° / / I 1 '� / / "' u, ; : = v i : i i � I NOt LfSa THAN 0 SCALE) " ._. .. ._ � ._.. ._.. .:.. to :' 1 NO SCALE I / 1 i it , , : := n ._.. ._.. .Z. I ' �---I 2"� - CONCRETE DECK _..... .. ....._....._....._. .. _ 1 = a / = ,.._.�::................,. z NOMINALWIDTH PRIIN HE CENTER OF a —9 ' / / / -0, / 10-1w /- / 11-0 / , y y....._..... ., ,_.... _. "� 1 / : / / / I / / / / / / / / , .::. _---- _— I .�.•. . .. ''; . ' I I I /.: ./ / / / / , / / / / / / 'eoua rrtEss / : - - - -- --- --- --- --- -I---- - - D I . Y: " -.. ._. .:.. . .... .•I, . . 1 1 72'x2' CEILING TILE :: q�:: :. :. a / / / : I 6.. m :. SEM �-, NOT LESS TIaAN 3 MAL 1 `�� m 3-ID -1--1 -- --.4 -- -'�-- --L-- -L-- `r : : mOFx•w.:... 1. @-� .. .. I - 0 1 ——/— n_ .1.gy�.....:... ":` ,p ms nl ; Ji ;ACT=9•:D ACT=9'-0 M ,� I JOIST THICt'Q�IESS(2yy")NG"1 �.' .. S I i:::iii i : : • .''• ,' t" E >« I 1 1 FT At uALJCEBAYSJ i : : �°,: - . : 1 2'x4' CEOR ELING ITILENT E SAMMY CST-20 DAY; ACT�a... .-IN .:.. .:. ■ :-g ncT=4•-0. ; (DEPTH OR SIDE OF 1 .. •. LID-4 -ID �� = m(-I ?/o I 11/4' [14-0 arr-i2 F�8 �1 _ j 9ya �: I: 6 a I I I VERTICAL MEMIBEW \ I t! _._ c�I I i [ 6 .1'�' I 1�,C�ht/3Q FT.DENSrrr I" I " I I ��n C*;III cr=9' .. .... i l m ^ , 113-6 lm-i/a H-ID e - a % I = I I -`' - 1 -- 3/8 ' CS u - "I'---J I I I Aii . . .a .. ; I z"MM FEN CENTER T 1 -- AT.R. 2�. i ---_e ID-b I . '" 4' � I�. .. i". -�.... .. I �L_ O SCORE 1 -- RING�s I' 10u E E " .2. 3-6� >« I I FOR VERTICAL USE. L�a 1 ID-b I 1-9 i 3y I ..IDES.. I I GSTi0 -- MSTAU IN CENTER : CP LOWER FACE . a ; S-6 '----------------�-- . ........ ....... .....:... ..;..... 1 ; �I : : : : : : : . .. . „ .0 ,a SAMMY SUPER SCREW »GST" �— HANGER"_ .. .. • 11 I CONC. SAMMY 3 8 smPAGE...... UNDER M EZ Z FIRE PROTECTION I LAYOUT : 6 3 WOOD JOIST DETAIL 3 CENTER OF TILE b'ELECTRIC P�LL „e `�m , _ _'—_ L--� - 0, , O s 4,dB0£ E L r 1„ SCALE: 1 8"=1'0" I 1 : : : : : - - --- - _ ° - - -- - - - (NO SCALE) (NO SCALE) (N CALE) :.. N _ / _� a_ ....... 1 I b'DJ.HR"c SERVICE 1' ID �� I 'I I .'on- `' - ' --- 1'' 0mm .. 'i. aFTx> I i ter oT► RSJ a-b R9 .....: _ ;..... `-, - F�,�........... .. '•b -: �s" I I 1 ARMOVER —�— .. ... ass 1. I ., I 1. — •W Q' 10-0 e , ! I 1 •:• ACT 9'-0 ACT=9•-0 I I 1 et• 4' IID-$I/j ; L I .... .:... '. : -........ .. .. ...... I 4-ID/ -ID -, ; :; ` ---- s .... I LEGEND f I WATER DATA THE I - 2-0 8� [ s-s ] �� =b a '_ ........ to I I (STREET) : . zaE I RiSER i I : : : : : : : : - Iv i DATE OF TEST . 7/17/09 1 DROP ,� ' zor�2 ® I ; N ` ` ........ .... .... ••.•• .. 1 T......... ....... I I STATIC GWB/AT= HEIGHT TO CEILING AFF ,....... i,' y ' . 7 MAIN OR - - � s PSI BRANCH LINE ......... ........... I : .........� _�• :.... ..1-1y1........... ....... ..... :...ID 1� '.......... 1 1 , RESIDUAL : 70 PSI C ] HEIGHT TO CEPdTER LINE OF PIPE AFF ' I........ :.........L-Nj........: I.. i FLOW 1900 GPM . ;. ....:. ......... : :........ ......... ` . ...... I WA SWAY BRACE - - 19 I 4 Y -CEILING - IUNDER M EZZ FIRE PROTECTION LAYOUT I _ I TEST LOCATION : + °'-0= LONGITUDINAL SWAY BRACE SEMI-RECESSED I " .. I ....... ..0--'10ya.t...........;. : I, . 1 ..:......: c♦^./ : .�.,o.... .... I : �� i I SULLIVAN AVE., WEST OF WEST RD. SPRINKLER —� ......:....�. ....... ........ ♦. I L----------- --------- ----L--- SCALE: 1/8 =1 0 6 : ,(, .�f..,.. ""'I' :'• - SOURCE OF INFORMATION : LATERAL SWAY BRACE S 10 M -- - - - -— ___ _—_ _ _ _ CT. WATER FLOW TEST ............. ..:..... I 1 -i . .4: 4• ;•;:; . ..�,,:�... ...2y"...:....:.... ...�y...;.....;....�':. �,,....;... - ' e - TRAPEEZE BAR = ID 0 a $-4/a 2-4 1-9 •b-1 3-SV_: No SCALRETURN DE)DETAIL I�- .NY..... ... a 12-b a 5-9 i W I :1 E.9-8 ]. ItOa+ : :.....:...........:....^ ..:... .:9_8:.. A -0.;....!;.. .,........... ' : mE I ' : ) t. ] LoaDY a.....:... - 1. �£ F I O HYDRAULIC NODE >- U w Ld ...... ............:.ACT-9'-0... 0.. I : .. ..I'4. �: ....: .. .. ® — �.{ b/ ' .y. 9 : i 9 �� ...��...: I. M S a I O W Lj D(n I ( .... %....... ........ ........ �...... ... .. .�, I �' 3-UP TO ATTIC i LLI ..... .. :.. 1 2 1 I y IQ- QF=-�?� 3 4 = 1 f Ycn 1�................:........... . ....i�..... ... '. .� DR1 t. Q : i - rn .. ...: ` tp-0' :-Q .... ..1 : I E J (/) 2 111 -1 W cs) ol,•••••• ID-101ia: : ID_5 : 3� , ORDINARY HAZARD GROUP 1 ORDINARY HAZARD GROUP 1 a w Q c�_ ¢1- I ...........,........... ...... .. .. ..:.. ..:.. : i. Y I AT: . I (n ~Z ¢ U I go _ - "� ' ' ••• :•••_. 5 TciC� in ms:yEg = HYDRAULIC DESIGN DATA HYDRAULIC DESIGN DATA w w L` z ¢ y' o o - �, , :. ACT-9'-0 I LOCAL FIRE MARSHAL O ¢ -' O Z~ O 1 v H .. N 0 s1ID....:..... i 1„ I y/ / / / / / / / / / / / / / / / / I �+ m. '/ `� I ti6r : I A.H.J. LOCAL FIRE MARSHAL LL I- U O 0 w ......... 1 �,. ¢ I AHJ. L . ..... . . / / I / , / I r / / / / I / r I r r / / r>' / L DpRRy�� I I / / V k / / / / / ' / / / / / / Q 2-� RffERTODETAI . - -6 a ® : 1 STD. NFPA-13 (2002 m I I I 4 I ) fls : DESIGN DESIGN STD. NFPA-13 (2002) n- I- U O cn Q w ::.: I o .......... =. ; �, 39 f // // //I / //I ,/ // // ,/ t" /I/ , i' // // /J ... TYPES TYPES■ tit 1 [n W U � Y 0 ,1 0-b 6 , / / / / - --------- - - ------ i g ; , PIPE TY ¢ - _j U � z ¢ z / I / I r / ID / / ACT 9-0 - - - .............: t1/' �" 1,. e , , / r I " / / r r _ I a 34 s+nL9x tuTOt . 1„..... I r''B or �. .. I _ _.'... PIPE TY J O rr w [ V 1�4 IIi' C ] - _ BLACK SCH. 10 I . / r /• / :..t2 1 -4 I : PtiY9rJJ '' ya " MAINS BLACK SCH. 10 ¢ O =0 li 11 . M 1 p �`�:..... '.....'I ..' ;.... - :.. .. : 1-1, 5:7 F.:.. ' ' K L MAINS I- F- I I 4y i : 1 AT: ---' BLACK SCH. 10/40 m U z I- tID-b 2-5 -1 6'0-b / / / / - / 10-Ff / 5= / 3-b / 1006 / --_ BRANCHES BLACK SCH. 40/10 J= O I''r' / / / / / 36 / / / / / I , v ' ...1:2.... .....:. :.. ..:. : [18-3] II-6 / / I / I 31 '� I _ t : : : I I,. as , AGT 9-0 , ' : : _ ; ® .�. ... ............... ---------------------- SPRINKLER ORIFICE 1 2 K= 5.6 SPRINKLER 0 1 2 = 5.6 _ U o¢ )� •• BRAN / / V / / O/ / / 0/ / / / - 3]i / / I / [ t I a 1/ lI, i. = I ; ACT 9-0 _ I RIFICE �- ¢ t- U z>- w I n I / / / I / I / / / / ,] / / / / / / • _ - ` . .. : .I :. I ID=ss...:......:-o I SPRI Q -m o ? ,: -� I: w , , , T A #2 AREA LOCATION REMOTE AREA #3 y- z m ....... .,•..c....... _� ....Jt....'.: - - II .-°,.....:.....c..... I AREA LOCATION _ REMOTE E U J z li of I � // ,/ I / , / I/ / / / / I / ,/ I / / / / /I / I.....: : : : ' - I ..... .....: �: _. :.I' 1 ... --- - ---- — -- - -- I - ----- M #ROF FLOWING SPRINKLERS AREA 12 # OF FLOWING SPRINKLERS 12 z W O a ° I / / x x / / / / I/ I/ / / / / I / i : : I: , `a 1 ; : II I DENSITY 0.15 G.P.M./SQ.FT. DENSITY o.15 0 o I- U i------_I-at--7e--_CJ / / L- -- -- L--L--/ / �L--L--i_ / / J / / : : : : : I. I ... �I.rn;..... :.J-5Y, X :.. 1: I : 1 1 I G.P.M./SQ.FT. W 1- A �. , / / / / / / / / / / / / 7--y--/ I I. .� to i 1148 SQ.FT. REMOTE AREA 1500 SQ.FT. w w L,J U x . : I: r LJ: Ili u - 1 : o: 0' U U- I¢- i2 :._ .:.. / / / / / / / / / / / / / / / . ,/ / / ' / / / / / / ' / / / / / ,/ .I.....:.....:.....:... II ---i I .....;..... I:..... ;..:.... :.....,....• - I-5' :i : LJ: I Y - ;..... : : ., 18-3 1 / / / / / / / / / / / / / / / 1 : ,. 1: :t. : ... .... d'.....,... -g I ..... .. 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I :�, : •Y y�.{.Y _ b:a /ICT'9'-0:... ¢ t :f--�; ROOY I I - -I ¢ - O / / / / / / / / / / / / / / / , / / I Q . M : ,pj , 'I ., I. I: ' I I , Z M O _ r , , / , , / / , / / , / X ; _ - a, __ : : o' DEMAND AT SOURCE CONNECTION DEMAND AT SOURCE CONNECTION cn w r / / / 2. - - / / / , / / / / / / / / / / / / / : R,F:...........:. I ,..#4?... _..�. t ..�.... ® I' AC* i z W W m tY ¢ N `" _ -�.:.r / / / / .: / / / / / / / , / / ,1 I 1F : : I =e 4- u : ,�� 1 FLOW 497.773 G.P.M. F - ¢ w w = w cn . ... ..:. .. :L J: ---- ---- .��.rr�.��..- /—_ / - - - - - : I : : : (J : : : ACT=9-0 I FLOW _ 512.657 G.P.M. U I- .............. / / / / : �---- t - : _ " ;_ _ _ ._ _ _ I PRESSURE 53.726 P.S.I. PRESSURE 66.749 P.S.I. o Y cmn o z U Y w I I Rt3101E AREA 3 . , ,r / / / T [ i''' 1'�� i, - -I—- - - - N z z gmmsa>R.lAl'PARATUSeAYs) / / r / / iz- In t2-ID 11-0 a : : : lt- 17'` 0=s I STREAM 250 G.P.M. OUTSIDE HOSE STREAM 25o G.P.M. � w o Q o cr--iz:00 - I� / / / / / [10-4] I, , tLsO :, " ID- .a OS j Iz • . OUTSIDE HOSE ;Gam-.ram: ✓ / / / / / // : � M �: ;0 .;.... :� .�.... I !--'.. ;..I. i I m I 11 - /,�. / , / / I I I .,. A _ ♦ , AVAILABLE PR-SSURE ® REQUIRED FLOW AVAILABLE PRESSURE REQUIRED FLOW I-z LL cn Li_ ¢o o cn U '�' 1 I'/' 11i" . / �'� / / i / I I I t . fQ : � : ♦ . �MOVASLE _ �Drc: 14c [ li' t/. / / P/.� / 1 4 I i " _ - i -�_ 75.497 P.S.I. Ip lm-6 I 6 t'o-6 AP9TAE ..-1=-c. . .-..:... .. .. r tc,l II.o� I 5.468 P.S.I. SEAL _. :.. . 4 SI�ADe- .... I .. . ..:... .. :::':::'.'.'.:_::::::::::::'.'.:::_:::::_:::::_::...::::'.::'.::'.'.:::::.:::'.:'.:'.:::::.:::::::: .::' i AVAILABLE I'DESSURE OF 75.497 PSI EXCEEDS AVAILABLEPRESSURE R c ' [10-4] ' ACT=9'-0 ..._. ..-. - nos . •r .n0_ll:...... ... I : : I' ; REQUIRED PRESSURE OF 53 726 PSI THIS IS A REQUIRED PRESSURE OF 66.749 PSI. THIS IS A 1, / / / / / / I : -:'v . . Lars : /': I ' c ; ;: ♦��, 1t� rt S F 21.771 PSI OR 28.9% OF SUPPLY SAFELY MARGIN OF 8.720 PSI OR 11.6% OF SUPPLY Q o _ ' // /, // ,/ / // 1 [ i' . 11/' eNNt1/ SAFETY MAR IN 0 / ,'`< ' —.f 12-ID . - :ACT-1'?- ..m:... ,. .. .. .. .. .. .. I. G� :. . L-1 ) I ' I O ----- --- ----- --- - ==-=-' - o� ID-,ya - I I' O y� I. _ ... _ _ _ �- :.. . :.. I ■ y■ ye , " , :,-- : : .•�• P co A 1 I: •�• I oST OF°,iBECT ' i . v : a [ t t/ " 11,■ I. ,, ....:.....' I. .rms.'.... I I I F :L__J: —�' : ACT=9•-0 ; Q I . . -b 2-5 - 8CT a£ • 8 I 10 b _......... ._....._..... ..._....._....._...L._... ....... :........... a I I , AWID. . i • ,:. ,r I_18-3] - ,. - — — d :ACT= D.. I I 21 " [18-3] :of 45 a i : :D"0: 12'ID' IDi 1. I" i' I R>0 , R3 �1 9-8. -ID_.... _. _....._.... ' _ l; 1_0 '� ' I G -b 4 � �.. C - .. .. _ . .. _ .. _I'll .. _ .L. .. .. .t^. ... I ID ; TOR1 I_L_EY= I0'-0" O :.....'.... .. . .. . l=LY- 9-b e-- --- --- - --- F71 11 1W C9jp ' ....... ... I'. I "�'!.. .. .. .. .. _ I" I/\I 1: 1 O ID-11 ICI to I I D TOR2 4 - - - - ---- - - �.. .. .. „� aT.. aPty: 1 i. i _,♦, , Mf I cT=a'.o A41 'a . ': 1 " : := r :nLs : 1/s ' 0-Il _rya i, \ 'T I-.. ' m 1. It3 61 t/. W. I .JIi _Iff 07 LID-1 I I .. ... .. .. .. 3 I . I V I H t-1 :*14- .. : : : _ m :: . - . : .-. . . . .L a � . TzrT 11/' 111" i''' 1''' ■ 11/' " I . .'...: I : CTtCE : I : . 0 I : ....... ..... ........ ... . - !hID:,�....... _ �': , n •4"VIKiNCx C) ' Q 1TT i I I :. COMMERCIAL RIS)=R O $-1 IID-6 b 10-6 I 6 LID-b I : ��;. N ACT MN t...: <r m" = m : g;' I I I :. :... IIN _ 18-3 1 - oLTIc� IL.: 3 VIKW,;COMMERCIAL RISERco I : 114� staRAr�' APPARATlS� 1... ... 1 ` : : : : , 1�.... 1 ;�s : ;? 4_,�.......: . ---I 2" SYSTEM DRAIN TO OUTSIDE:. � C cv . 1 : .. tt� DAYS ... t,s :OFT%E: : ; : .. ..... ..,... ACT=9'-0 ..pg... _ _ i d" M�-�.... ... ]es „e m... ..... : LT. : • ,ae . " ; ACT'8'-0 .. II — C14 ;... 1 1 _ = I R 1� 3 BLITTE:�1 Y VALVE o n .dLs I : : ACT=a-0 : I :�>�' I _ _ ,{ 5Y5TEh1 DRAIN TO oUT51 0 , , ,,, ; w I AT�'.a'-U I _ 'ID=1�"ACT�9•AY... ..1°:.= .. ... .. ... ��• �9 .,.s :.,... o* ^C _ � S W/iAMPER SWITCH o I L] ..�.......................:.�n _. _ ;_�. 1 a... — _ , - ACT=6'-0 - _ I ;.,..H 2_ ..'. I I Li . _...a. _....._...... �,... :_ ,: ;. . : ,ns..... -ID 4" SWINCx CNEGC VALVE WITH BALL DRIP `-' o: . . I , 1 ■ p e3 I' .. ... i - � 1...' I 1',' : ,, I, Y11: 0 j - I 1 : I : ..... .....>.... z .Q; _.! .... . -4 : I 311 BUTT)=f�LY YALYE 4" 35OA5GVIC DOUBLE: CHECK VALVE:A85EM5L-Y ~ o � w..9-ID b-LID 12-ID. 10- 'I 1.. I!ACT=9;-0 — �� a I W/TAi°iPER SWITCH Q W o cn.. ... ... .. A 5_ _ _ s w M L�' . ....:..... ....._. : : : ♦♦ ♦ : . I1 :. . ^♦ = �. ..... a fD-8 i Y- 2 O" B T-0" c U ;. . � I EL.E . :,vim ♦ ': :� 1, .:..N �,.....:..... ♦ , .. ♦ ' -_ �) - I 0;11 ? ... ♦ : n 4 OR2 SELEV= � � 1ID-b 2-5 $-i 10-6 6 6a-6 6 6a 6 T ♦ yvi. : m : .,.... r.. . .. . I :::: I I 6 x 4" CONCENTRIC REDUCER = cn [18-3] [18-3] --------- ----------- - - ----- : : -, �, E 21_ 1 (A cc- :: : LLJ ::: a .... I = 6"CIROOYED TI FTI 111 I _. :. �....... ............. REDUCER o _.. :: ' BOR1 L Y LOUJ POINT DRAIN I 1 LL I I I I I I' 'u Ln I I III I I 1 ' _ ID$ .. .. .. .. SOFM , 1=IN.1=,_ooR EL.EY=�-f� I`7 CO --- I .I. �. o : . CD 1 I C-I `t 1 v I 9'-C I I - - - --- - - - : _.. F- _ ` IT = I tl,. I ,�, I 1 " 1„I :.:.... [.g-8 .... .....:...... _. �... �.. _. ®... °.. SOFFlT tJ �8.. ... _.�..........._.........I . _4 a ,sir I I_t— 611 D.I.(BY OTHERS) ,� cV z ` = , I I I i 1 11/ I' 1 �: I .. . m ; » P� e ,o, I O I s 1 I I I [ 12-6 I I I2-6 I I 12-6 9_ •• .w a: 2y'" : 2y' y ts OF V i I I I , , ... " 2 .. �y' : :2y" 2y.: t 21i' .;..ty i•e.-j , O7 O U I [10-4] i i 11 I I I _ ** - $-ID/a a• 6-2 2 - - = I I I :::: I I I III I I - - ----- --- I - M - 1 I I O �� . ...... ........ I I :......:................ I I AIIIICI— III I I „ .... .. = a = /• _ a ,. .. ... - - '.. I w i T,�1 I I Izuz 11/' ly° t1/" tl,■ . 11, „ 1/, i I I , I APPM114 ,i I I ; ♦ ,0 Q - .. --- [ i I I 1 ,oO I I I , ........ 4 ,n :� 1 r------------------------- - V C �ID-b 2-5 8-i lID-6 6 :... .. :.. UG2 EL.EY= -5-�18-3 10'6 6 10-b i 9 0 i I i � u,.s 0 i i ) i ' 11..... .tY ) I n /p 0. ... -- : : ' - I NO SCALE �j O 1 II w II I I ; I , ....... - ( I [18-3] ... . - 1 I I I I i [10-4] 'POSED ACOUSTICAL ROOF DECK TO �i i 1 ; I = z-9 a i : """ I `DCID I , 1 -ti , I 1 " I I PAINTED AS SCHEDULED I I , „ ; ; �• ..... .. " o I UnTYVHCE= � a , , [ 1/ 1/ t, 11I e, I ....a :8!a�.......:....... � I I--I 1 :. ....... 1 W .:. .. .. NNNNe r--- ,1m__--_1J <., -I r--------------I r------------- , r-- -----------� ; 12-b , I 12-b = 9 : ,ig ; o i u :. I I 1 t2-6 9-p� G�. m... . ) a vAUJED cla we a ... : a : i U a _ . ... AL NOTES: 1 n n n ACT-9'-0 I I , I; "" " "" I . , -, -- I LOWPOetrAT9-iD' =-n : - qcT 9'-0 : I 1. SYSTEM INSTALLATION TO CONFORM TO NFPA-13 2002 EDITION. .i p I I �I I I ' I j rt, j I ` i i I i i I i ; i I *4.. ........ ...... 111caI Paatr AT I`l - `° : ....... iI III I L-----------------------------1 I-------- ---I 1------------ ' I O�: _' 0 I I'•*° I X -----------' - -_...—.-.....—._____.....-...... .--------------- - ---- -_-_---r' �' ....... o to• I 2. OWNER IS REQUIRED TO PROVIDE HEAT THROUGHOUT THE ENTIRE ,o t• :: I �.. ['^ - I .. ! 1!, lIi' �-$ya ..... .. o I ".'• •: ............4f DEGREES FAHRENHEIT FOR ALL AREAS PRIOTECTED WITH A IN 1`- MINIMUM TEMPERATURE OF 40 DEG —� ~- l0-b 2-5 a 5-ID ■ 60-b I I b I �� r.r 18-3 `� i �' -'�' I I �'b °- r 3-6`" Im-6 """' ......• � 3x - WET PIPE SPRINKLER SYSTEM. THE SYSTEM IS TO BE MAINTAINED BY TH[.. OWNER AS � ] 0"4 e o f ID-6 I I 1= ID-bl [18-3] i i ACT=9'-0 I I I REQUIRED BY NFPA-25. �, C,� I I I I I 1 I I ' ACT=9'.D 1 ♦, ........ 1 i , .. . ..•.•••. •...• I 3. MAIN PIPING 2'�Z AND LARGER SHALL BE BLACK SCHEDULE 10 WITH GROOVED ENDS C[ O I I I I I 1 , I I I I I "•.................:...........:. __ , AND SHOP WELDED OUTLETS W ZismssRzml I I I FIRE PROTECTION LAYOUT ""°'»a°'' °;�—«°—»°; .- r�'—'_.'•'''.,V....'"• «°»>a - - --- _ _ _ Y OR FIELD INSTALLED MECHANICAL TEES. BRANCHLINE PIPING Q �— -J I_____________________ _______________-•------------- --------------------- --'------------------------------------------------I AND IN RSHOPEE NWELDED D GRID SOUTLETS OR MECYSTEMS SHALL HANICAL EITHER BLACK SCHEDULE 10 w/GROOVED FITTINGS .) —----------------__--l—, 11, - SCALE: 1/8"=1'O" TEES OR SCHEDULE 40 BLACK STEEL L U Z � w/THREADED ENDS AND BCI FITTINGS AS NOTED ON DRAWINGS. r/ -< O E-- 14.1 15.1 4. PIPING IS TO BE SUPPORTED AS REQUIRED BY NFPA-13. HANGERS ARE TO BE FIELD �-1- CID C-3 LOCATED TO BEST SUPPORT THE PIPE. � J � IL 5. MAIN PIPING TO BE PROVIDED WITH SEISMIC RESTRAINT "SWAY BRACING" AS PER O � Z ~_ SPRINKLER NFPA-13 REQUIREMENTS. Cf3 cf) � O R I N K LE R HEAD SCHEDULE _ 6. STRUCTURAL LOAD BEARING ANALYSIS IS NOT INCLUDED WITHIN THE SCOPE OF THE � Lco = d_ EARTHQUAKE BRACE RESTRAINT COMPONENTS 6 "� SPRINKLER INSTALLATION. Z 1�-. I- ( Lu 122 1/2",K=5.6) ViKING VK•462 Q-R. 155° CONCEA4LED PENDENT W1 WHITE COVER PLA4TE O � Frt� TOLCO FIG. 1000'FAST CLAMP*SWAY WALE ATTACHMENT ROOF DEO( c >�1 us usrm ® �1/ 0 e2 (1/2",K=5.6) VIKiNG VK300 Q.R. 155 BRA�,55 UPRI(3HT `�06�0 TOLCOFIG.1001 SWAY BRACEATTACHMW ,. 7. WORK IS LIMITED TO SPRINKLER SCOPE INDICATED ON THIS DRAWING. = Li_ INCORPORATED � " LISTM,MUST BE ILSED WRH TOLCO U.L do FY L41FD ATTACHLIE.NI5: M.825A ° _ w 21 (1/2",K=5.ro) ViKiNG VK300 Q.R. 155° 5F,A5S UPRIGHT (on Sprig) 1/2'ANCHORS&BOLTS(CONC11E1 A SOW*TIP. �t 82M aut1�SWA M.Y �� 8. ELECTRICAL WIRING INCLUDING POWER WIRING OF ELECTRIC BELLS, AND/OR ANY I " (" ® 2 (1",K=5.6) T'i'CO D5-C Q.R. 155° CONCEALED PENDENT W1 WHITE COVER PLA4TE �, ��2•��06D)�' EQUIPMENT, ALARM CONNECTIONS-WIRING, FIRE PUMP, FIRE PUMP MONITORING EQUIPMENTI. -p a 9 (1/2",K=5.(0) ViKIN� VK305 Q.R. 155° SRA4SS I-ISUJ SPRINIGLER TDLCO�c. AND MONITORING BY CENTRAL STATION IS NOT INCLUDED WITHIN THE SPRINKLER SCOPE. w O 9os,9,0 or ss0 ° r^ 1'OR UC SCH 40 PIPv ° TOLCO FIG. TOLCO FIG.-�' ° MAY PMOT D4 � �/J 9A 910 or 9m 909,910 or 980 TOLCO MG. -I- 1'OR W SCH 40 PPE-� +' 909,910 or 980 + ANY 01RECTION SYSTEM NOTES: i0L"°�'� � DRAWN BY: PF 909,910 or 980CIAUP M 4AT- a IMM) ' -1'OR 11(SCH 40 PIPE TOLCO FIG. 1000 or 1001 9. BUILDING CONSTRUCTION IS BOTH NON COMBUSTIBLE & COMBUSTIBLE.N aN+P 4(��a ) FAST CLAMP —TOLCO FIG.907 OR 1JC SCH 40 PPE CHECKED BY: DT F 11 I �TAST LA 1000 or 1001 3 `TOLCO Pic•1000 or 1001 10. BUILDING OCCUPANCY IS PER NFPA 13 2002 EDITION. PIPE SIZING IS BASED ON SCALE: 1�8" = 1 '-0" FAST CLAMP s' F'�'CLAMP HYDRAULIC CALCULATIONS OF REMOTE AREA 2 ORDINARY HAZARD GROUP 1 WITH A MAX ,tI$EpJN LONGRLItnK�i BRu'E to I ( A) �,� LON(�fUDM,LL/4 WAY BRu_`E LA MR( A �,�(�, cTRIY:TItRF1 DENSITY OF .15 GPM OVER 1 148 SQ. FT. w/ 12 FLOWING HEADS. REMOTE AREA 3 DATE: 1 1/1 6/09 W E (OPTIONAL.MEND) (STEEL.MUM ORDINARY HAZARD GROUP 1 WITH A DENSITY OF .15 GPM OVER 1500 SQ. FT. w/12 SHEET #: FP-1 of 2 SEISMIC DETAILS FLOWING HEADS. REMOTE AREA 2 REDUCED PER NPPA-13 11.2.3.2.3.1 (NO SCALE) JOB #: 11. DROPS TO SPRINKLER HEADS IN LAY-IN ACOUSTICAL TILE CEILINGS ARE TO BE g CENTER OF THE CEILING TILE. 12. ALARM BELL SHALL BE 6" ELECTRIC-12OVAC. 9449 4' 6' 8' 1O' 12' 14' 16' 18' REVISIONS s°uuc .� 2' NOM. MIN. (BRANCHES) 11. # DATE NOTE ® EARTHQUAKE BRACE RESTRAINT COMPONENTS NOT LESS THAN 1yz ---------------------------------r-------------------------------------------------------------, C z'xorllryAt w>pTla 3n MIN. (MAINS) 1 11/16/09 SUBMISSION ISSUE ---------------=---------------------------- , 1 ROOF DEN '----------------------------------------------------------------------------------- TOlCO FlG.101 'FAST RACE SWAY BRACE ATiACHENf � 1 c UL lu us,m �� TOLCO FlG.1001 SWAY BRACE ATfACH11ENT � lei """O■O LISTED,MUST BE USED WnH TOO UL&FU LM ATTAON MS: F,,gar ' � ' NOT �rnr /nth\ NOM. 9 N 1/2'MOM&DOLTS(CMU EtE/UkSNr TYP. F1c s2sr#ieAAii uasr swAY AATrAaw x Flcs N wmi roEPTH OR SIDE of DEPTH OR�ID� OF NOT LESS THAN 3 u I 1/2'LAGS(w00D)TYP. JOIST THICIWESS(2'iz') JOIST ni��crvt�� LY1 rDrLto>x�rNsFEcroTzrEsr I I VERT►CALMEM5ER) VERTICAL MEMBER) 1 I TOLCo t1c. -� — cno 909,910 or 980 ° ° ° I , e TOL,9 0c. 11 2 " MIN. BRANCHES � `�. � � I t°OR 11C SCH 40 PP 909,910 or sao iotCo FlG. MAY PNOT p1 2 MiN.FEN. ( ) SU�'s 1 9A 910 ar 960 -L 909,910 or 9W ANY DIRECTION Li T i'OR 11('SCH 40 PPE - T 1 0 1'OR 11C SCH 4O PPE 10LC0 FIG 1 tAST«ClA4P 1 OR 11C SCH 40 Pn�E CST10—�- TOLOO FIG. PPE CLA1P M 4((47 k SAW) -� �- FOR VERTICAL USE ° 909,910 or 980 PPE CIAY°FlO.4A(4'�8 IAP.GfR) ` ---T01U0 FiG.907 INSTALL IN CENTER (MAINS) OF LOIER FACE 3 MIN. MAINS I y, �`• y�I s I �TOLco Flc loon or 1001 TOLco Pic. loon a 1001 FA9CLALP 11AV FAST CLAP ne■■■■v C-llnrn r-nrx-ue "ne^T" CA11A1V CIIDCD C(NDMA/ "CIAin 1io, `N` j ; LJ JHMMT JUr= aul-la V UJI JPIIVIIVII 3UI-u\ .)yl\ rr _3vvr E23-5] `� ; USED IN LONGMXWL BRAZE LnYynlnWA WAY BRA I�AL MM B ACGam' O'�" E) WOOD JOIST DETAIL 3 WOOD JOIST DETAIL 8 -al ----3�---- ----3t---- ----3i---- ----3"---- ----3'---- ----3J1---- ----311---- ----3"---- --3n-- --3z-- ---- 3' ' ; (OPTbNAI IIEIHOD) b-ID b-ID b-ID b-ID b-ID 6-ID b-ID b-ID b-ID 4-ID 4-ID i i 16-4 23-4 SEISMIC DETAILS (NO SCALE) (NO SCALE 1 m c1-23-6-1 E ] ' (NO SCALE) I LEGEND a I GWB/AT= HEIGHT TO CEILING AFF ' , I � I E ] 4BCHT WAYTSWAY BRACE LINE OF PIPE AFF 1 11 I 1 n.lnlrllnluel e+luev nnAnr LUINU I UUIIVAL JYYHi DRHIeC I --------------------------------------------------------------------------------------------------'{ ' ' LATERAL SWAY BRACE I 1 n - — — — TRAPEEZE BAR I N HYDRAULIC NODE u I ' 1 ' I ' I , I I I I I I I I 1 I I I I I I I I 1 ® I I I I I I I ' ; I 1 I I I I 1 0 I I ------------------------------ In W 3'DN.To DRY VALVE ' U I 0 ; I W Li j I \tip i' j �0 WO(nw i- I ��''. 3• I �' 2y■ .' ' 2L' 2L' 2'i■ L 12'i L J ; Z CL cn Q (n Ni 2 s 19-b'D s E`--------- ---b-ID---- ---6-®---- --4-T5 ---] I u ; «�'1'I `I I U C) 3 QfOOLL_ Lij UOUOQW� Y Lr- O O — w I <_j 'Ld gzw�wQz I I l~n� 0 Di < r—C) or-= -----------------------------J — (, J O Z 0 (n 0 I Q FL- = J z>-— LIGHT HAZARD ' � Q -°�w m HYDRAULIC DESIGN DATA °� z w � Z F--Ld Q w A.H.J. 1 1 � U ,v ,�. _ I I o F= 0 MCD ):2 M - LOCAL FIRE MARSHAL I I I w ~ w O F- C��U U Z Q DESIGN STD. NFPA-13 (2002) I ' PIPE TYPES I I zs� I wz o omv�� Q I I A I Qw "- Y � "'W xr• (n MAINS BLACK SCH. 10 ' ' � o — � � > z BRANCHES BLACK SCH. 40 °- z Ld 0 Q w z 0 ln - wz� 3 4' 8.0 , 1 0 I � z w ULd w_3000 1 1 ' = M O Y = w� -t= SPRINKLER ORIFICE /'K= AREA LOCATION REMOTE AREA #1 n � � In z w 0 m m Q # OF FLOWING SPRINKLERS c ' 7 i IDi m QO � J0= 2U F'JZ DENSITY 0•10 G.P.M./SQ.FT. I REMOTE AREA 2625 SQ.FT. u i o � Z) Y (n Oz0WYW � I Z �W-�ZIZ E' W 0Q 00_ � DEMAND AT BASE OF RISER O W r� z��ma. 0 FLOW 267.42 G.P.M. L,- (nL ¢ooa- lno PRESSURE 62.485 P.S.I. I I INSIDE HOSE STREAM G.P.M. e n SEAL i I 2 ' DEMAND A1- S0JR3z_ 00NNECii3N ' ' n FLOW 367,422 G.P.M. ' r, PRESSURE 68.316 P.S.I. O�A s OUTSIDE HOSE STREAM 100 G.P.M. I u AVAILABLE PRESSURE @ REQUIRED FLOW i i I �In nnn�y� PRESSURE 75.713 P.S.I. I I sT' i1fc(J�21Z' 1CUT 9' AVAILABLE PRESSURE OF 75.713 PSI EXCEEDS DAV TFf 6 REQUIRED PRESSURE OF 68.316 PSI. THIS IS A 1 SAFETY MARGIN OF 7.396 PSI OR 9.8% OF SUPPLY I l VOLUME OF DRY SYSTEM=167 GALLONS I I I e ' 1 I ' ica°sa FT.(ATTIC) ' qi'M AF£A-i i I 4'ffkD P4A�1 orY T ; ELEY= TpY ELEv= 14'-0" o WATER DATA (STREET) JOCfM Fr.�aMOY '_ `" r- 1 -----------------------------T I\ DATE OF TEST 7/17/09 / / / /' i/ /o ,e ,o ,/ ' ' / ' ' ' ' ' ' I co / e / u e / / / o 0 o i } I 3'DRl VALVE o N STATIC 76 PSI o o /e / e / / e e / �, o Cil�'AI.OL2633AC RESIDUAL : 70 PSI / / / e o , , , / / /I / OILLE,%RISERMCWIED Q o o / ♦ o 0 0 0 0 0 0 / ; / / nl / / / / / o i FLOW 1900 GPM o / / / / / e / / / / e- / / / / o / / / 1 ; AIRCOiR'i550R U / / / / 1 ELEV + 0'-0" ,e / o / / / e / / / /; / L3 '�/ / / / / o/ // . , o� ¢ w/ c� TEST LOCATION // /, /, e, // /, o/ // // o/ ' i// /� /e // /s e/ // i =0E17-2] 1 � L� — SULUVAN AVE., WEST OF WEST RD. / / / 2y■ / ! _3 _ TS MA�1 DRAtH TO Pi> U) _ —' SOURCE OF INFORMATION / / / / / / / / / / / 1 / / I N e 2015t e / /b-ID e b-ID 3-10 2-2 1 3 wnffLy VALVE J CT. WATER FLOW TEST ee // /e // ,e / / / , / / e / / o / �`�� / / / ' — / p 1 I EL EY= 2'-ID"O E3D ELEY= 2'-0" Q o Si / t. / / 1 LL n 0 0 0 / ♦ e 1 / o e / / / / / o / ♦ / 4 14 3'I� o 0 X z m C) c co ------------------------------ uj NO SCALE �- II �� /� GENERAL NOTES: // ,/ �= uj /'n / / o / o / o U , , o, o/ /o 1. SYSTEM INSTALLATION TO CONFORM TO NFPA-13 2002 EDITION. / o / / o / / ✓ / 0 1 0 0 _J 2. OWNER IS REQUIRED TO PROVIDE HEAT THROUGHOUT THE ENTIRE BUILDING TO MAINTAIN MINIMUM TEMPERATURE OF 40 DEGREES FAHRENHEIT FOR ALL AREAS PROTECTED WITH A Lu Z — — —B1— — — — RWET EQUIRED BYSPRINKLER INKL R25YSTEM. THE SYSTEM IS TO BE MAINTAINED BY THE OWNER AS � ®ATTIC FIRE PROTECTION LAYOUT - T - - - - - -W- - - - - - - CO �I ELEV=0'-0' SULLIVAN AVE 3. MAIN PIPING 2'oi" AND LARGER SHALL BE BLACK SCHEDULE 10 WITH GROOVED ENDS L.1__ J 0 W SCALE: 1 8"-1'O" I AND SHOP WELDED OUTLETS OR FIELD INSTALLED MECHANICAL TEES. BRANCHLINE PIPING z F-u IN TREE AND GRID SYSTEMS SHALL BE EITHER BLACK SCHEDULE 10 w/GROOVED FITTINGS AND SHOP WELDED OUTLETS OR MECHANICAL TEES OR SCHEDULE 40 BLACK STEEL Q 6" D.I.FIRE SERVICE w/THREADED ENDS AND BCI FITTINGS AS NOTED ON DRAWINGS. Of (BY OTHERS) 4. PIPING IS TO BE SUPPORTED AS REQUIRED BY NFPA-13. HANGERS ARE TO BE FIELD z ti �— I..j FIRE SPRINKLER - - - RISER LOCATION LOCATED TO BEST SUPPORT THE PIPE. SPRINKLER HEAD SCHEDULE 5. MAIN PIPING TO BE PROVIDED WITH SEISMIC RESTRAINT "SWAY BRACING" AS PER = cf.) L.L_ NFPA-13 REQUIREMENTS. ow ELEvdo'-0' 30 (3/4",<=5.0) T'i'CO TY4laO 551 5RA55 ATTiC 6FIRIN<LEiz (on Sprig) � I nEv=9'-�' 6. STRUCTURAL LOAD BEARING ANALYSIS IS NOT INCLUDED WITHIN THE SCOPE OF THE � O SPRINKLER INSTALLATION. o C,) 20 C1/2",K=5.6) TYCO TY3180 551 212` 5RA55 ATTIC 6FRIN<LER (on Sprig) E � °-E1`2''°° ® 2 (1",1G=5,�) T�t'CO DS-C Q,iz, 155' CONCE�4LED PENDENT UJ/ UJNiTE COVEi� PLATE � ELEv-�-� 7. WORK IS LIMITED TO SPRINKLER SCOPE INDICATED ON THIS DRAWING. LET �,=1,�, DRAWN BY: PF LIGz �,_�,-m. 8. ELECTRICAL WIRING INCLUDING POWER WIRING OF ELECTRIC BELLS, AND/OR ANY CHECKED BY: DT EQUIPMENT, ALARM CONNECTIONS--WIRING, FIRE PUMP, FIRE PUMP MONITORING EQUIPMENT N I FIKFLELEV=-O'-0' AND MONITORING BY CENTRAL STATION IS NOT INCLUDED WITHIN THE SPRINKLER SCOPE. SCALE: 1/8" = 1 '-0" SiT� {�� DATE: 11/16/09 SYSTEM NOTES: SHEET : FP-2 of 2 � NO SCALE W E 9. BUILDING CONSTRUCTION IS BOTH COMBUSTIBLE. JOB # O 10. BUILDING OCCUPANCY IS PER; NFPA 13 2002 EDITION. PIPE SIZING IS BASED ON HYDRAULIC CALCULATIONS OF REMOTE AREA 1 LIGHT HAZARD WITH A DENSITY OF .10 GPM OVER 2625 SQ. FT. w/ 7 FLOWING HEADS. 9449 S If�ti�f if f iii 2' 4' 6' 8' 10' 12' 14' 16' 18' ,A. R MAP RRE & AMBULANCE SITE 49.7' q� V 1 1 / I 1 I / I 86.2' � L 6C0' CONC. WALK PFLA OLES (C78F �CB EXlsr. �` -- � — \ �49T.F.=89.26 . / , N_8g` l I -- / iCF.=90.98 S E WALLO Q CB (EXIST.) / ( (E)1 i INV=8Z28 W/NV=83.� N ` I 8�4 53 (W) ONELATERAL \ WAY .4 ao6"1� PVC / 1v l r l CB °p RIP RAP PLUNGE POOL CB i INV.=79.63 / T.F.=89.87 /SPIKES T.F.=8A60 PER CONTRACTOR / / INV=86.72 (S) � ( 12"0 RCP FL. END 12'r RCP / YD ( J ^ ' /NV.=86.43 r ) h I SET - - - -lP /NV,�86.18 / / / -- _`- -4� / lP / / /� - T.F.=89.56 - -90—- N15?75'30"E SET / _SET / / I �� \ 'CURB CUT INV=86.26 (N) STOP \ ry 3 r /l /l w w N�42373,_w w - _ _ -- / / INV=86.36 (E) SIGN STOP BAR \ �! ' o 50.96' ^ rn w- w w w - il0�35",E /NV=86.26 S i-------- �� - -so-- ` / O — ATT 3S W ' SBC 1499 � . O / 11 __T�7935 _ - __ / � �' Sf2.05 O / B/T. CURB / J.� / �i ATT 193:7 ATT 1938 /P �— / —4 —89 --91 a \ \fnew) / FND \ ` O m \ BIT. CURB (TYP.) —A TT 1936 x SMH (EXIST) 1 -- \ Q) � o `8g` / CC � I SMH SMH o O /ae sec-1939 \ T.F.=90.01 ti 1 / _ O rn INV.=76.41 ' � I '0 RCP � l �9� BIT. CURB �90� T.F.=90.34 \\ � � INV.=79.91�`�(E & N) f' �o INV.=76.81 ® -- ----- - INV.=78.53 �9r� o-- _ {NEST ROAD - -- - - ----- -- - -- --- - --- -- -__ INV.=84.24 (W) ,9 ryl \ - G G G G G - - ---- i — /g9 ^�1 L90 \ G c G \ _ _ _ EDGE OF PA VEMENT CB CB _LA TERAL �LA TERAL `-"L� - - _ - 89 T.F.-88.64 610 PVC 670 PVC LATERAL CB _ - - �/ T.F.=89.28 /NV.=85.99 E & N INV.=79.01 /NV•=79.15 PER CONTRACTOR T.F.=87.07 6 KK py�J J ' /NV.=85.48 (E & S) ( ) lNV=82.85 PER CONTRACTOR PER CONTRACTOR 12"0 RCP {{ N/F /NV=86.77 A & D BADS N/F EWFRPR/SESy LLC A D F AUS EN7MMSM LLC II V a ''. • Q. ` Nam.%v: 7 -t s. m of m00!of�' m o co o0i I a M N a ^Otto) 00 • ► 90 90 a , RN/SH GRADE ROADWAY CENTERUNE — V) �- �,d 12" Cp ® 1.0r- T �7 L.F. -LATERAL WEST 22 L. . 12" RCP 1.07. JN ERT==�4.24 I r I NOTE UNDERGRO D WATER A D GAS 7ERAL TO fST — 4R�PRESEI�I FIEa'-HA 70 L F. 12" RCP C� 1.07 INV=79.01 BEEN LOCH 1�D BY f7ELD SURVEY. I ( ER CONTRA ) ' 80 _EXl_ST1N�CATCH BASH_ 80 8" PVC ® 0.5x Z'�, 8" PVC ® a7X LA RAL 727 EAT WA TER MAIN w w w �� . GAS MAIN G c c CONTRACT R U71L 1Y POLE `�' ) SAN. SEWER MANHOLE OS DATUM ELEV CATCH BASIN ❑ 75.00 WATER GA IE• BOLLARD WITH LIGHT N m co er N a "' cq "� n O BOLLARD N M N N �l N O o� cfl h N O N rn m ro NI ro ro 00 rn o 0 0 0 0 o Qi Qi of of of Qi of of OVERHEAD LIGHT rn o, rn, rn rn rn rn rn rn rn rn rn rn ro ao ao w ro ro ro UP LIGHT i _� _ I I ELECTRIC METER EM 4 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 DRAIN SIGN (AS NOTED) ; SURVEY NOTES M 1. THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULA77ONS OF CONNEC77CUT STA7E 'Y AGENCIES SECAONS 20 300b-1 THROUGH 20-300b-20 AND T•IE "STANDARDS FOR SURVEYS AND MAPS /N THE STATE' OF CONNEC77CUT" AS ADOPTED BY THE CONNEC77CUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPT. 26,1996 THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VER/FTED /N IT IS AN IMPROVEMENT LOCA7701V SURVEY (RECORD) BASED ON A DEPENDENT RESURVEY CONFORMING TO CLASS A2,72 & V2 ACCURACY THE F/ETD AS TO LOCATION, ELEVATION, AND COMPLETENESS 2 UNDERCROrJND U7TUlY, STRUCTURE AND FACILITY LOCA710NS NOTED HEREON HAVE BEEN COMP/LED, IN PART THE FOLLOWING LISTED /TENS ARE THE ONLY DEWA77ONS FROM FROM FIELD SURVEY AND FROM OTHER SOURCES THESE LOCA77ONS MUST BE CONSIDERED APPROXIMATE' THE ORIGINAL PLANS APPROVED BY THE PLANNING AND IN NA7URE. ADD1770MALLY, OTHER SUCH FEA7URES MAY EXIST ON THE SITE, THE EXISTENCE OF WH/CH ARE ZONING COMMISSION AND STAFF APPROVED CHANGE ORDERS. FINAL AS—BUILT PLAN PREPARED FOR UNKNOWN Tiff MLUAM R. PALMBERG A' SON LAND SURVEYORS. THE SIZE, LOCH 770N AND EXISTENCE OF ALL 1. CURBING ON WEST ROAD SUCH FE47URES MUST BE FT£LD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHOR/T7ES PR/OR TO 2. CURB CU7S CONSIRUC7701V CALL BEFORE MU DIG 1-800-922-4455. J. SANITARY SEWER INVERTS WEST ROAD 4. P.V C. FENCE J. PROPERTY ONES SHOWN ARE BASED ON REF MAP "A". r;M� 4, MONUMENT AT SOUTH WEST CORNER SET BY GARY LECLA/R L.S. PER REFERENCE MAP "C" SOUTH WINDSOR, CONNECTICUT 5 REFERENCE MAP& GRAPHIC SCALE A. "BOUNDARY TOPOGRAPHIC SURVEY PREPARED FOR THE TOWN OF SOUTH WNDSOR WEST RD. & SULLIVAN AVE.", so o is 30 so 120 WILLIAM R. PALMBERG & SON LLC 1"=50; 3-30-2009, SHEET 1 OF Z BY GARDNER do PETERSON ASSOC LAND SURVEYORS fiTO MY KNOWLEDGE AND BEU :i NAP IS SUBSTANAALL �O!R!7T AS NO7F0 HEREON. 264 HAZARD AVENUE e B. "BOUNDARY 70POGRAPHIC SURVEY PREPARED FOR THE 70M OF SOUTH W7NDSOR WEST RD. & SULLIVAN AVE.-, 1=50; 3-30-2009, SHEET 2 OF 2, BY GARDNER & PETFRSON ASSOC. ( IN FEET ) ENFIELD CONNECTICUT 06082 1 INCH = 30 FT. (HORIZONTAL) !� 'j�D 860-763-3300 ` C. " PLAN PREPARED FAR SULUVAN TOWN HOMES LLC, SULUVAN AVE, SOUTH WNDSOR CONNEC77CUT, BOUNDARY SURVEY 1 INCH = 3 FT. {VERTICAL) x DAV4D J. PALM%If Rr, L.S. NO. 70117 BY SCALE DATE CHECKED N0. PARCELS A-C; DATE JAN 9, 2001, SCALE 1"=200; PREPARED BY DESIGN PROFFESS/ONALS, INC JOB No. 99-1280". CAD 1" = 30' 09-13-10 1 OF 1 DJP 2009044 e. 4 J ---- SET .5�5228 8.97p~ MAP ,A» '' „ •- ) _>S'R=` SET /I J.9"W'1 - - / q.08.87 �f- / � � RIP RAP PLUNGE POOL __' J ,J: 1000 HOPE FL. END CHD / �� R Y. WITH GRATE CTURE i ;.`a / / INV=84.50 FND ' / 15 T.F.=87.50 f \ IP INV=84.50(E " ; - 8 SET �B � INV=84.49 10 ORIFICE) / ( i ✓j ✓ T Y RE /88 / s \ I r +83 I / . \ g�� +83 8 1 III 1 \ �R/PRAPPLUNGEPOOL � ` ✓ " - � ` - - _ _ / � � � � I STONES-� " - - - - - --88- - \ \ D TEN TION I I I >I I \ CHECK DAM \ \ +83.71 I I I l BASIN Z-V MnRQ�a-i' . +83-83 --f2� RCP FL.E?NvD �" ? - - 1 ✓ ` \ III I I Y - +::r: SET ,� S / BIT. CURB (TYP.) -- -- \1 \� 1 STONE o DAM I I ':j, cp �► -STOP BAR FOREBA Y \ CHAINLINK ) DUMPSTER PAD / / l FENCE / ry --- - -- - ✓ - -- i/ ) \ / / / _ ,,-A.Co ® ` \ ROOFLEADERf / AREADRAINI / • UNDER 1 _ f 20.47 ACRES* / 109. DMH m . T.F.=90.83 /NV=86,86 (E) v / \\ / i / INV=66.93 (N) - T.F.=90.94 a N " INV-87.03 (W) ® o -- --- 1500 RCP FL. END GENERATOR /I I I / I INV=87.03 (S) INV.=87.84 v \ �- -'C / O �y�� PAD I 49.3' �O - Z5p 6' / INV=84.50 -{ --- - -- ��\ /P -- - o' E / / �� s, ''� YTDF=so.34\ I :: 0.8p } - INV=87_.24 (£� ----- $` 4, L // // / / F D 0 - F 6.�Q �91 BRICK PA VERS N ® INV=87.24 (W� / I / I J 6' P.V.C. � ` ::<: - -ROOF-0.H. \ -- l / i I FENCE l / - -o J I 8 0 \ 1 i� / I < < DETAILS I1 ( / 1 I (NOT TO SCALE) PASTURE AREA / / I I I 86.6' CONC. WALK I , N \ ` I / 0°j / ( I l 49.2' a0 CO, WALK ' ' a GASYD --- ✓ MANIFOLD I / �' f 0 / / I I � T.F:=90.44 AREA /NV=87.64 - -- - j 19Z 161 Sr..* 12 s RCP _ ce 1 1 l I �h, 4,41 ACRESt `` T.F.=8�t371 I I off' o'l I I / / `=5�0 36 / INV=8;. 92I / E N F w ""` INV�-B 92 (N I 1 iflV OF SOUTH iNND /NV= 46 (�) I I ( TRANSFORMER PAD / 1 (RE & AMBULANCE SI ( - - - r I _INV=S 26 ( INv EXISTING BUILDING w oo F.F.= 91.32 ® H. P-K /N RIP RAP / I :: OO�J I --- -I I I TREFND ROOT N I F LEAK-OFF /l a SET yII a I / 8.0' o \ i / I SEE NOTE 4 701W OF SOUTH WNDSOR • f / 1 I � ti I ONC. WALK ( l I o i J _ 8.o' a I/ �-------- ; � Il I h MON JP I o.fy' FND FND 49.7. / /II i I I v '.�.;'I 86 2 60.o CONC. WALK L- -- FLAG POLES I J 1 I I s m -- -- I I DETAILS •�' I/ / 1 HANDICAP j ®^ \ I I (NOT 71) SCALE) �o, OIL WATER 1� - / ---- - --- - \ I I CB y pb` go- RAMP SEPARA TOR �g - ( ------ J ( T.F.=89.38 •'hs/ l l ` '/ ACB E WALL / ( / I INV=85.28 (N) T.F.=89.26 /) / ✓/ - - - - - l l /J -------I------- - _ \ / / -9Q3bL_ l INV. 85.28 (E) ( 1� CB - /// / _ g9` I I ( / 50' F.Y. -- - INV=87.28 T.F. 89.23 _ _ / INV-83.g N /.h �47 O LA \ I / WAY / I /I RIP RAP PLUNGE POOL INV=8 .53 (W) /LATERAL. \�/ l� l l l �' CB ! I / � / •_ Y 6"0 PVC � � / l lI I T.F.=:89.87 _..------ - --- / � I �/ ( \ � 1200 RCP FL. END . l I C6 /" INV.=79.63 • " / INV=86.72 S / INV=86.43 I R.R.1 N1036 35 E / / / I O 12"0 RCP I I \/ +y� / - 1 / I T.F.=8�85 PER CONTRACTOR / / T.F.=89.56 I `� SP/KEG 6G!58' / I I SET - - - - -lP lNK86.18 / I I' -� / ` INV=86.26 (N) STOP lP lP � / N15175'30"E SET \ / ," - - -_SET - SES // / / ' 451.48' STOP BAR \ p\ / I N09;33 3G E _ - INV=86 36 (E) SIGN \ w w--� �-w - ® / L INV=86.26 S -so` �� -1 - Q A "' w w 512.05 ,N1036 35 E y _ - _- ----T- _ 1s3s / c� ATdcT 1937 ATdcT 1938 lP _ I l AT 1935 / - y- sec 1499 N I \ i / - - ---- --- - -- ----- - - / (new) - j FND \ - / B/T. CURB (TYP.) AT&T 1938 - SMH ' 1 a0 PVC -- �B9`_ g/ sec-1939 \ T.F.=90.01 S \ - Ste- -�- -1 s m� S SMH _ /9 c� \ T.F.=90.68 _ {NEST ROAD SMH \ ✓ - METAL BEAM INV.=76.41 (E & W) INV=79.90 (E & N) _so - , _ .R \ T.F.=90.34 \ GUIDERAIL INV.=76.81 (S) / J _ \ INV.=84.24 W � / � � � `so 1 - t " RCP INV.=7853 ✓ ( ) G ` c ! - G G c -- - EDGE OF PA VEMENT - - ` Its G G G �� LA 7FRAL �FTEADWALL' 8s I CB CB LATERAL LATERAL - -- I _89.28 T.F.=88.64 6"0 PVC 670 PVC � CB - J INV=85.48 E & S INV=85.99 (E & N) INV.=79.61 INV.=79.15 PER CONTRACTOR T.F.=8.?07 s� I ( ) PER CONTRACTOR PER CONTRACTOR 1�EGE D INV=8.2.85 PROPERTY LINE 1210 RCP CURB LINE --- -- - -- ,NV=86.77 N/F WA 7ER MAIN w w w A & D BAUS N F ENTERPRISES LLC A & D BAUS GAS MAIN G G c ENTERPRISES LLC TREE LINE TREE SURVEY N07ES �D VENT OV 1. THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULA77ONS OF CONNEC77CUT STATE SAN7Y POLE AGENCIES SEC77ONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS /N SAN. SEWER MANHOLE OS THE STATE OF CONNEC77CUr AS ADOPTED BY THE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS, INC. ON SEPT.. 26,1996 THE ITEMS SO NO7ED ON THIS PLAN HAVE BEEN VERIFIED /N CATCH BASIN MAP 99 LOT 2 IT IS AN IMPROVEMENT LOCA770N SURVEY(RECORD) BASED ON A DEPENDENT RESURVEY CONFORMING TO CLASS A2, T2 AND V2 ACCURACY. THE FIELD AS TO LOCA770N, ELEVA770N, AND COMPLETENESS WATER GATE' THE FOLLOWING LISTED ITEMS ARE 7HE ONLY DEWA77ONS FROM 2. UNDERGROUND U77UTY, STRUCTURE AND FACILITY LOCAAONS NOTFU HEREON HAVE' BEEN COMPILED, IN PART THE ORIGINAL PLANS APPROVED BY THE PLANNING AND BOLLARD WJ1N LIGHT ® FINAL AS-BUILT PLAN PREPARED FOR FROM FIELD SURVEY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE BOLLARD IN NATURE. ADD/77ONALLY, 07HER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE ZONING COMMISSION AND STAFF APPROVED CHANGE ORDERS. OVERHEAD LIGHT p p�p p �� REVISED 11-06-10 SOUTH WINDSOR FIRE DEPT. UNKNOWN 70 W7LL,AM R. PALMBERG & SON LAND SURVEYORS THE SIZE, LOCA77ON AND EX157ENCE OF ALL 1. CURBING ON WEST ROAD COMPANY No. 3 SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHOR177ES PR/OR TO 2. CURB CUTS UP LIGHT �► 0 1 0 wy CONS7RUC770N. CALL BEFORE YOU DIG 1-800-922-4455. 3. SANITARY SEWER INVERTS ELECTRIC ME7ER EM C 1( vQ GiuN 232 WEST ROAD 4 P.Vc. FENCE DRAIN ® SOUTH WINDSOR CONNECTICUT J. PROPERTY LINES SHOWN ARE BASED ON REF. MAP "A". SIGN (AS N01Z�D) � 4. MONUMENT SET BY GARY LECLA,R L.S. PER DESIGN PROFFES/ONALS DRAWING (SEE DETAIL FOR LOCA770N) 5. REFERENCE MAPS. GAS GA ® WI LLI AM R. PALMBERG & SON LLC A. "BOUNDARY TOPOGRAPHIC SURVEY PREPARED FOR 7HE TOWN OF SOUTH WINDSOR WEST RD. & SULLIVAN AVE.1 GRAPHIC SCALE LANDSCAPE AREA s LAND SURVEYORS 1"=50', 3-30-2009, SHEET 1 OF 2, BY GARDNER & PE7FRSON ASSOC. 264 HAZARD AVENUE so o 15 so so 120 TO MY KNOWLEDGE AND BELIEF THIS MAP /S SUBS CORRECT AS NOTED HEREON. B. "BOUNDARY TOPOGRAPHIC SURVEY PREPARED FOR THE TOWN OF SOUTH W/NDSOR WEST RD. & SULLIVAN AVE.; ENFIELD, CONNECTICUT 06082 r--50', 3 30-2009, SHEET 2 OF 2, BY GARDNER & PETERSON ASSOC. 860-763-3300 C. " PLAN PREPARED FOR SULLIVAN TOWN HOMES LLC, SULLIVAN AVE, SOUTH WINDSOR CommTCUT, BOUNDARY SURVEY ( IN FEET } BY SCALE DATE CHECKED N0. PARCELS A-C, DATE JAN 9, 2001, SCALE 1"=200', PREPARED BY DESIGN PROFFESS/ONALS, INC JOB No. 99-1280". 1 inch = 30 ft. DAV/D ✓. PALMBERG L.S. NO. 70117 CAD 1" = 30' 09-13-10 1 OF 1 DJP 2009044 r G a n s uc.N0. t o or y . _ _ Fire Protection by Computer Design ALLSTATE FIRE SYSTEMS 92 WESTON ST. HARTFORD, C. 06120 860-246-7711 Job Name 9449FP1 Building AMBULANCE BAYS Location 765 SULLIVAN AVE System 2 Contract 9449 Data File 9449FP1 AREA 2.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALLSTATE FIRE SYSTEMS Page 1 9449FP1 Date Hvdraulic Design Information Sheet Name - SOUTH WINDSOR FIRE & AMBULANCE Date - 11/16/09 Location - 765 SULLIVAN AVE Building - AMBULANCE BAYS System No. - 2 Contractor - ALLSTATE FIRE SYSTEMS Contract No. - 9449 Calculated By - PAUL FORAUER Drawing No. - FP-1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 15'8 Occupancy - ORDINARY HAZARD GROUP 1 S (X) NFPA 13 ( ) Lt Haz. Ord.Haz Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. '✓ Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1148 System Type Sprinkler/Nozzle Density - .15 (X) Wet Make VIKING D Area Per Sprinkler - 130 ( ) Dry Model VK300 V/ E Elevation at Highest Outlet - 1410 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 DEG G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 497.773 Press Required - 53 726 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test Pump Data: Tank or Reservoir: A Date of Test - 7/17/09 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 76 @ Press - R Residual Press - 70 Elev. - Well Flow - 1900 Proof Flow S Elevation - 0 U P Location - SULLIVAN AVE, WEST OF WEST ROAD P L Source of Information - CT WATER FLOW TEST Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven Pallet ( ) Auto Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) ALLSTATE FIRE SYSTEMS Page 2 9449FP1 Date City Water Supply: Demand: C1 -Static Pressure 76 D1 - Elevation 6.063 C2 - Residual Pressure: 70 D2- System Flow 247.773 C2 - Residual Flow 1900 D2 - System Pressure 53.726 Hose Adj City Hose Demand) — D3- System Demand 497.773 Safety Margin 21.771 150 140 130 p 120 R 110 E 100 S 90 S 80 C2 U 70 R 60 E 50 40 D3 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary ALLSTATE FIRE SYSTEMS Page 3 9449FP1 Date Fitting Legend Abbrev. Name % % 1 1% 1'/ 2 2'/ 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 .Pressure / Flow Summary- STANDARD ALLSTATE FIRE SYSTEMS Page 4 9449FP1 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg SP01 14.0 5.6 12.13 na 19.5 0.15 130 7.0 EQ01 13.0 13.3 na 15 14.0 5.6 12.13 na 19.5 0.15 130 7.0 16 14.0 5.6 12.49 na 19.79 0.15 130 7.0 17 14.0 5.6 13.47 na 20.55 0.15 130 7.0 18 14.0 5.6 15.78 na 22.25 0.15 130 7.0 19 14.0 20.6 na 20 9.667 26.91 na 21 9.667 27.07 na 22 9.667 27.63 na R6A 9.667 35.4 na R6 9.667 37.47 na R5 17.0 34.8 na R4 17.0 34.85 na R3 16.25 35.58 na R2 16.25 36.99 na R1 9.0 40.64 na TOR1 9.0 41.26 na BOR1 2.0 48.23 na UG1 2.0 52.17 na UG2 -5.0 55.25 na TEST 0.0 53.73 na 250.0 24 14.0 5.6 12.21 na 19.57 0.15 130 7.0 25 14.0 5.6 12.58 na 19.86 0.15 130 7.0 26 14.0 5.6 13.56 na 20.62 0.15 130 7.0 27 14.0 5.6 15.88 na 22.32 0.15 130 7.0 28 14.0 20.74 na 29 14.0 5.6 12.49 na 19.79 0.15 130 7.0 30 14.0 5.6 12.87 na 20.09 0.15 130 7.0 31 14.0 5.6 13.87 na 20.86 0.15 130 7.0 32 14.0 5.6 16.25 na 22.57 0.15 130 7.0 33 14.0 21.2 na The maximum velocity is 16.37 and it occurs in the pipe between nodes 32 and 33 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 ,Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 9449FP1 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SP01 19.50 1.049 1T 5.0 1.000 12.125 K Factor= 5.60 to 120.0 0.0 5.000 0.433 EQ01 19.5 0.1243 0.0 6.000 0.746 Vel = 7.24 0.0 19.50 13.304 K Factor= 5.35 15 19.50 1.442 0.0 14.000 12.125 K Factor= 5.60 to 120.0 0.0 0.0 0.0 16 19.5 0.0264 0.0 14.000 0.369 Vel = 3.83 16 19.79 1.442 0.0 10.130 12.494 K Factor= 5.60 to 120.0 0.0 0.0 0.0 17 39.29 0.0964 0.0 10.130 0.977 Vel = 7.72 17 20.56 1.442 0.0 11.000 13.471 K Factor= 5.60 to 120.0 0.0 0.0 0.0 18 59.85 0.2099 0.0 11.000 2.309 Vel = 11.76 18 22.24 1.442 1 E 3.716 9.090 15.780 K Factor= 5.60 to 120.0 0.0 3.716 0.0 19 82.09 0.3767 0.0 12.806 4.824 Vel = 16.13 19 0.0 1.442 1 T 7.432 4.330 20.604 to 120.0 0.0 7.432 1.877 20 82.09 0.3766 0.0 11.762 4.429 Vel = 16.13 20 0.0 2.635 0.0 8.080 26.910 to 120.0 0.0 0.0 0.0 21 82.09 0.0200 0.0 8.080 0.162 Vel = 4.83 21 82.37 2.635 0.0 7.760 27.072 to 120.0 0.0 0.0 0.0 22 164.46 0.0723 0.0 7.760 0.561 Vel = 9.68 22 83.31 2.635 1 E 8.237 42.080 27.633 to 120.0 0.0 8.237 0.0 R6A 247.77 0.1543 0.0 50.317 7.766 Vel = 14.58 R6A 0.0 4.26 1 E 13.167 99.830 35.399 to 120.0 1 T 26.334 39.501 0.0 R6 247.77 0.0149 0.0 139.331 2.072 Vel = 5.58 R6 0.0 4.26 2E 26.334 7.330 37.471 to 120.0 0.0 26.334 -3.176 R5 247.77 0.0149 0.0 33.664 0.501 Vel = 5.58 R5 0.0 4.26 0.0 3.380 34.796 to 120.0 0.0 0.0 0.0 R4 247.77 0.0148 0.0 3.380 0.050 Vel = 5.58 R4 0.0 4.26 2E 26.334 1.250 34.846 to 120.0 0.0 26.334 0.325 R3 247.77 0.0149 0.0 27.584 0.410 Vel = 5.58 R3 0.0 4.26 2E 26.334 68.150 35.581 to 120.0 0.0 26.334 0.0 R2 247.77 0.0149 0.0 94.484 1.406 Vel = 5.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 .Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 9449FP1 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R2 0.0 4.26 2E 26.334 8.250 36.987 to 120.0 0.0 26.334 3.140 R1 247.77 0.0149 0.0 34.584 0.514 Vel = 5.58 R1 0.0 4.26 2E 26.334 15.260 40.641 to 120.0 0.0 26.334 0.0 TOR1 247.77 0.0149 0.0 41.594 0.619 Vel = 5.58 TOR1 0.0 4.26 1T 26.334 8.000 41.260 to 120.0 1 E 13.167 55.301 6.032 * Fixed loss = 3 BOR1 247.77 0.0149 1 B 15.8 63.301 0.941 Vel = 5.58 1 Fsp 0.0 BOR1 0.0 4.26 2E 26.334 5.210 48.233 to 120.0 2B 31.601 57.935 3.000 * Fixed loss = 3 UG1 247.77 0.0149 0.0 63.145 0.939 Vel = 5.58 UG1 0.0 6.16 1 E 20.084 6.000 52.172 to 140.0 0.0 20.084 3.032 UG2 247.77 0.0018 0.0 26.084 0.048 Vel = 2.67 UG2 0.0 6.16 2E 40.168 300.000 55.252 to 140.0 1 G 4.304 44.472 -2.166 TEST 247.77 0.0019 0.0 344.472 0.640 Vel = 2.67 250.00 Qa = 250.00 497.77 53.726 K Factor= 67.91 24 19.57 1.442 0.0 14.000 12.207 K Factor= 5.60 to 120.0 0.0 0.0 0.0 25 19.57 0.0265 0.0 14.000 0.371 Vel = 3.84 25 19.86 1.442 0.0 10.130 12.578 K Factor= 5.60 to 120.0 0.0 0.0 0.0 26 39.43 0.0970 0.0 10.130 0.983 Vel = 7.75 26 20.62 1.442 0.0 11.000 13.561 K Factor= 5.60 to 120.0 0.0 0.0 0.0 27 60.05 0.2112 0.0 11.000 2.323 Vel = 11.80 27 22.32 1.442 1 E 3.716 9.090 15.884 K Factor= 5.66 to 120.0 0.0 3.716 0.0 28 82.37 0.3790 0.0 12.806 4.854 Vel = 16.18 28 0.0 1.442 IT 7.432 4.330 20.738 to 120.0 0.0 7.432 1.877 21 82.37 0.3789 0.0 11.762 4.457 Vel = 16.18 0.0 82.37 27.072 K Factor= 15.83 29 19.79 1.442 0.0 14.000 12.491 K Factor= 5.60 to 120.0 0.0 0.0 0.0 30 19.79 0.0271 0.0 14.000 0.379 Vel = 3.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 ,Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 9449FP1 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 30 20.09 1.442 0.0 10.130 12.870 K Factor= 5.60 to 120.0 0.0 0.0 0.0 31 39.88 0.0991 0.0 10.130 1.004 Vel = 7.83 31 20.86 1.442 0.0 11.000 13.874 K Factor= 5.60 to 120.0 0.0 0.0 0.0 32 60.74 0.2157 0.0 11.000 2.373 Vel = 11.93 32 22.57 1.442 1 E 3.716 9.090 16.247 K Factor= 5.60 to 120.0 0.0 3.716 0.0 33 83.31 0.3871 0.0 12.806 4.957 Vel = 16.37 33 0.0 1.442 1 T 7.432 4.330 21.204 to 120.0 0.0 7.432 1.877 22 83.31 0.3870 0.0 11.762 4.552 Vel = 16.37 0.0 83.31 27.633 K Factor= 15.85 Computer Programs by Hydratec Inc. Route I I I Windham N.H. USA 03087 r . _ . Fire Protection by Computer Design y uc. - ar 'y ALLSTATE FIRE SYSTEMS 92 WESTON ST. HARTFORD, C. 06120 860-246-7711 Job Name 9449FP1 Building APPARATUS BAYS Location 765 SULLIVAN AVE System 3 Contract 9449 Data File 9449FP1 AREA 3.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALLSTATE FIRE SYSTEMS Page 1 9449FP1 Date Hydraulic Design Information Sheet Name - SOUTH WINDSOR FIRE & AMBULANCE Date - 11/16/09 Location - 765 SULLIVAN AVE Building - APPARATUS BAYS System No. - 3 Contractor - ALLSTATE FIRE SYSTEMS Contract No. - 9449 Calculated By - PAUL FORAUER Drawing No. - FP-1 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 20'0 Occupancy - ORDINARY HAZARD GROUP 1 S (X) NFPA 13 ( ) Lt Haz Ord.Haz.Gp (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz V/ Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .15 (X) Wet Make VIKING D Area Per Sprinkler - 126 ✓ ( ) Dry Model VK300 E Elevation at Highest Outlet - 18.25 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5 6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat 155 DEG G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 512.657 Press Required - 66 749 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test Pump Data: Tank or Reservoir: A Date of Test - 7/17/09 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 76 @ Press - R Residual Press - 70 Elev. - Well Flow - 1900 Proof Flow S Elevation - 0 U P Location - SULLIVAN AVE, WEST OF WEST ROAD P L Source of Information - CT WATER FLOW TEST Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Water Supply Curve (C) ALLSTATE FIRE SYSTEMS Page 2 9449FP1 Date City Water Supply: Demand: C1 -Static Pressure 76 D1 - Elevation 7.904 C2- Residual Pressure: 70 D2 - System Flow 262.657 C2 - Residual Flow 1900 D2 - System Pressure 66.749 Hose Adj City Hose Demand") 2BU— D3 - System Demand 512.657 Safety Margin 8.720 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 C2 R 60 D3 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route I I I Windham N.H.USA 03087 Fittings Used Summary ALLSTATE FIRE SYSTEMS Page 3 9449FP1 Date Fitting Legend Abbrev. Name '/ % 1 1% 1'/z 2 2'/ 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 99 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Pressure / Flow Summary- STANDARD ALLSTATE FIRE SYSTEMS Page 4 9449FP1 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg 34 18.25 5.6 11.39 na 18.9 0.15 126 7.0 35 18.25 5.6 11.65 na 19.12 0.15 126 7.0 36 18.25 5.6 12.6 na 19.88 0.15 126 7.0 37 18.25 5.6 14.68 na 21.45 0.15 126 7.0 38 18.25 5.6 18.39 na 24.02 0.15 126 7.0 39 18.25 33.39 na 40 18.25 33.76 na 41 18.25 35.11 na R10 18.25 40.94 na R9 9.5 46.24 na TOR2 9.5 52.94 na BOR2 2.0 61.04 na UG1 2.0 65.12 na UG2 -5.0 68.2 na TEST 0.0 66.75 na 250.0 42 18.25 5.6 11.52 na 19.01 0.15 126 7.0 43 18.25 5.6 11.79 na 19.23 0.15 126 7.0 44 18.25 5.6 12.75 na 20.0 0.15 126 7.0 45 18.25 5.6 14.84 na 21.58 0.15 126 7.0 46 18.25 5.6 18.6 na 24.15 0.15 126 7.0 47 18.25 5.6 24.15 na 27.52 0.15 126 7.0 48 18.25 5.6 24.67 na 27.81 0.15 126 7.0 The maximum velocity is 20.42 and it occurs in the pipe between nodes 46 and 40 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 ,Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 9449FP1 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv `*"**`* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 34 18.90 1.442 0.0 10.500 11.391 K Factor= 5.60 to 120.0 0.0 0.0 0.0 35 18.9 0.0249 0.0 10.500 0.261 Vel = 3.71 35 19.12 1.442 0.0 10.500 11.652 K Factor= 5.60 to 120.0 0.0 0.0 0.0 36 38.02 0.0907 0.0 10.500 0.952 Vel = 7.47 36 19.88 1.442 0.0 10.500 12.604 K Factor= 5.60 to 120.0 0.0 0.0 0.0 37 57.9 0.1974 0.0 10.500 2.073 Vel = 11.37 37 21.45 1.442 0.0 10.500 14.677 K Factor= 5.60 to 120.0 0.0 0.0 0.0 38 79.35 0.3537 0.0 10.500 3.714 Vel = 15.59 38 24.02 1.442 1T 7.432 18.570 18.391 K Factor= 5.60 to 120.0 0.0 7.432 0.0 39 103.37 0.5769 0.0 26.002 15.000 Vel = 20.31 39 0.0 2.635 0.0 12.000 33.391 to 120.0 0.0 0.0 0.0 40 103.37 0.0306 0.0 12.000 0.367 Vel = 6.08 40 103.95 2.635 0.0 12.170 33.758 to 120.0 0.0 0.0 0.0 41 207.32 0.1110 0.0 12.170 1.351 Vel = 12.20 41 55.34 2.635 IT 16.474 17.460 35.109 to 120.0 0.0 16.474 0.0 R10 262.66 0.1719 0.0 33.934 5.834 Vel = 15.45 R10 0.0 2.635 0.0 8.750 40.943 to 120.0 0.0 0.0 3.790 R9 262.66 0.1719 0.0 8.750 1.504 Vel = 15.45 R9 0.0 2.635 IT 16.474 14.270 46.237 to 120.0 1 E 8.237 24.711 0.0 TOR2 262.66 0.1719 0.0 38.981 6.701 Vel = 15.45 TOR2 0.0 3.26 1 E 9.408 7.500 52.938 to 120.0 1 B 13.44 22.848 6.248 ' Fixed loss = 3 BOR2 262.66 0.0610 1 Fsp 0.0 30.348 1.851 Vel = 10.10 BOR2 0.0 4.26 2E 26.334 7.210 61.037 to 120.0 2B 31.601 57.935 3.000 * Fixed loss = 3 UG1 262.66 0.0166 0.0 65.145 1.080 Vel = 5.91 UG1 0.0 6.16 1 E 20.084 6.000 65.117 to 140.0 0.0 20.084 3.032 UG2 262.66 0.0020 0.0 26.084 0.053 Vel = 2.83 UG2 0.0 6.16 2E 40.168 300.000 68.202 to 140.0 1 G 4.304 44.472 -2.166 TEST 262.66 0.0021 0.0 344.472 0.713 Vel = 2.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 9449FP1 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 250.00 Qa = 250.00 512.66 66.749 K Factor= 62.75 42 19.01 1.442 0.0 10.500 11.523 K Factor= 5.60 to 120.0 0.0 0.0 0.0 43 19.01 0.0252 0.0 10.500 0.265 Vel = 3.73 43 19.23 1.442 0.0 10.500 11.788 K Factor= 5.60 to 120.0 0.0 0.0 0.0 44 38.24 0.0916 0.0 10.500 0.962 Vel = 7.51 44 19.99 1.442 0.0 10.500 12.750 K Factor= 5.60 to 120.0 0.0 0.0 0.0 45 58.23 0.1995 0.0 10.500 2.095 Vel = 11.44 45 21.58 1.442 0.0 10.500 14.845 K Factor= 5.60 to 120.0 0.0 0.0 0.0 46 79.81 0.3575 0.0 10.500 3.754 Vel = 15.68 46 24.15 1.442 1T 7.432 18.570 18.599 K Factor= 5.60 to 120.0 0.0 7.432 0.0 40 103.96 0.5830 0.0 26.002 15.159 Vel = 20.42 0.0 103.96 33.758 K Factor= 17.89 47 27.52 1.442 0.0 10.500 24.146 K Factor= 5.60 to 120.0 0.0 0.0 0.0 48 27.52 0.0499 0.0 10.500 0.524 Vel = 5.41 48 27.81 1.442 1T 7.432 50.070 24.670 K Factor= 5.60 to 120.0 0.0 7.432 0.0 41 55.33 0.1815 0.0 57.502 10.439 Vel = 10.87 0.0 55.33 35.109 K Factor= 9.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Q L F � `sy uc.No. Of . . . Fire Protection by Computer Design ALLSTATE FIRE SYSTEMS 92 WESTON ST. HARTFORD, C. 06120 860-246-7711 Job Name 9449FP1 Building ATTIC Location 765 SULLIVAN AVE System 1 Contract 9449 Data File 9449FP1 AREA 1.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALLSTATE FIRE SYSTEMS Page 1 9449FP1 Date Hvdraulic Desian Information Sheet Name - SOUTH WINDSOR FIRE & AMBULANCE Date - 11/16/09 Location - 765 SULLIVAN AVE Building - ATTIC System No - 1 Contractor - ALLSTATE FIRE SYSTEMS Contract No. - 9449 Calculated By - PAUL FORAUER Drawing No. - FP-2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - N/A Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 7 HEADS System Type Sprinkler/Nozzle Density - 10 ( ) Wet Make TYCO D Area Per Sprinkler - 360 (X) Dry Model TY4180 E Elevation at Highest Outlet - 2710 ( ) Deluge Size 3/4" S Hose Allowance - Inside - ( ) Preaction K-Factor 8 0 I Rack Sprinkler Allowance - ( ) Other Temp.Rat 212 DEG G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 367.422 Press Required - 68.316 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7/17/09 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 76 @ Press - R Residual Press - 70 Elev. - Well Flow - 1900 Proof Flow S Elevation - 0 U P Location = SULLIVAN AVE, WEST OF WEST ROAD P L Source of Information - CT WATER FLOW TEST Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) ALLSTATE FIRE SYSTEMS Page 2 9449FP1 Date City Water Supply: Demand: C1 -Static Pressure 76 D1 - Elevation 11.694 C2 - Residual Pressure: 70 D2 - System Flow 267.422 C2 - Residual Flow 1900 D2 - System Pressure 68.316 Hose Adj City Hose Demandl) Tou- D3 - System Demand 367.422 Safety Margin 7.396 150 140 130 p 120 R 110 E 100 S 90 S 80 C2 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ALLSTATE FIRE SYSTEMS Page 3 9449FP1 Date Fitting Legend Abbrev. Name '/ % 1 1% 1 V 2 21/ 3 31/ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvc Dry Vic 756 0 0 0 0 3 9 8 17 0 21 0 22 50 0 0 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Pressure / Flow Summary- STANDARD ALLSTATE FIRE SYSTEMS Page 4 9449FP1 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg 1 27.0 8 22.6 na 38.03 0.1 360 22.6 2 23.375 27.8 na 3 23.375 27.81 na 4 23.333 27.87 na 5 23.333 27.95 na 6 23.333 28.08 na 7 23.333 28.28 na 8 23.292 28.58 na DR2 23.167 34.19 na DR1 9.667 41.42 na TDV 9.667 42.5 na BDV 2.0 49.18 na R8 2.0 49.99 na R7 9.667 47.74 na R6A 9.667 49.57 na R6 9.667 51.95 na R5 17.0 49.13 na R4 17.0 49.41 na R3 16.25 49.98 na R2 16.25 51.6 na R1 10.0 54.67 na TOR1 10.0 55.16 na BOR1 2.0 62.48 na UG1 2.0 66.57 na UG2 -5.0 69.65 na TEST 0.0 68.32 na 100.0 9 27.0 8 22.61 na 38.04 0.1 360 22.6 10 27.0 8 22.64 na 38.07 0.1 360 22.6 11 27.0 8 22.71 na 38.12 0.1 360 22.6 12 27.0 8 22.83 na 38.22 0.1 360 22.6 13 27.0 8 23.0 na 38.37 0.1 360 22.6 14 27.0 8 23.25 na 38.57 0.1 360 22.6 The maximum velocity is 14.32 and it occurs in the pipe between nodes 14 and 8 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 final Calculations - Hazen-Williams • ALLSTATE FIRE SYSTEMS Page 5 9449FP1 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 38.03 1.049 1 T 5.0 3.500 22.600 K Factor= 8.00 to 120.0 0.0 5.000 1.570 2 38.03 0. 4273 0.0 8.500 3.632 Vel - - 14.12 2 0.0 3.26 0.0 6.000 27.802 to 120.0 0.0 0.0 0.0 3 38.03 0.0017 0.0 6.000 0.010 Vel = 1.46 3 38.04 3.26 0.0 6.000 27.812 to 120.0 0.0 0.0 0.018 4 76.07 0.0063 0.0 6.000 0.038 Vel = 2.92 4 38.07 3.26 0.0 6.000 27.868 to 120.0 0.0 0.0 0.0 5 114.14 0.0130 0.0 6.000 0.078 Vel = 4.39 5 38.12 3.26 0.0 6.000 27.946 to 120.0 0.0 0.0 0.0 6 152.26 0.0222 0.0 6.000 0.133 Vel = 5.85 6 38.22 3.26 0.0 6.000 28.079 to 120.0 0.0 0.0 0.0 7 190.48 0.0337 0.0 6.000 0.202 Vel = 7.32 7 38.37 3.26 0.0 6.000 28.281 to 120.0 0.0 0.0 0.018 8 228.85 0.0472 0.0 6.000 0.283 Vel = 8.80 8 38.57 3.26 1 T 20.159 67.870 28.582 to 120.0 0.0 20.159 0.054 DR2 267.42 0.0630 0.0 88.029 5.550 Vel = 10.28 DR2 0.0 3.26 1 E 9.408 12.670 34.186 to 120.0 0.0 9.408 5.847 DR1 267.42 0.0630 0.0 22.078 1.391 Vel = 10.28 DR1 0.0 3.26 1 E 9.408 7.580 41.424 to 120.0 0.0 9.408 0.0 TDV 267.42 0.0630 0.0 16.988 1.071 Vel = 10.28 TDV 0.0 3.26 1 E 9.408 7.670 42.495 to 120.0 1 Dvc 22.847 45.695 3.321 BDV 267.42 0.0630 1 B 13.44 53.365 3.364 Vel = 10.28 BDV 0.0 3.26 1 E 9.408 3.375 49.180 to 120.0 0.0 9.408 0.0 R8 267.42 0.0631 0.0 12.783 0.806 Vel = 10.28 R8 0.0 3.26 1 E 9.408 7.667 49.986 to 120.0 0.0 9.408 -3.321 R7 267.42 0.0630 0.0 17.075 1.076 Vel = 10.28 R7 0.0 4.26 1 E 13.167 40.667 47.741 to 120.0 2T 52.668 65.835 0.0 R6A 267.42 0.0171 0.0 106.502 1.825 Vel = 6.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 9449FP1 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R6A 0.0 4.26 IT 26.334 99.792 49.566 to 120.0 1 E 13.167 39.501 0.0 R6 267.42 0.0171 0.0 139.293 2.386 Vel = 6.02 R6 0.0 4.26 1 E 13.167 7.330 51.952 to 120.0 0.0 13.167 -3.176 R5 267.42 0.0171 0.0 20.497 0.351 Vel = 6.02 R5 0.0 4.26 1 E 13.167 3.380 49.127 to 120.0 0.0 13.167 0.0 R4 267.42 0.0171 0.0 16.547 0.283 Vel = 6.02 R4 0.0 4.26 1 E 13.167 1.250 49.410 to 120.0 0.0 13.167 0.325 R3 267.42 0.0171 0.0 14.417 0.247 Vel = 6.02 R3 0.0 4.26 2E 26.334 68.150 49.982 to 120.0 0.0 26.334 0.0 R2 267.42 0.0171 0.0 94.484 1.618 Vel = 6.02 R2 0.0 4.26 1 E 13.167 8.250 51.600 to 120.0 0.0 13.167 2.707 R1 267.42 0.0171 0.0 21.417 0.367 Vel = 6.02 R 1 0.0 4.26 1 E 13.167 15.260 54.674 to 120.0 0.0 13.167 0.0 TOR1 267.42 0.0171 0.0 28.427 0.487 Vel = 6.02 TOR 1 0.0 4.26 IT 26.334 8.000 55.161 to 120.0 1 B 15.8 42.134 6.465 * Fixed loss = 3 BOR1 267.42 0.0171 1 Fsp 0.0 50.134 0.859 Vel = 6.02 BOR1 0.0 4.26 2E 26.334 5.210 62.485 to 120.0 2B 31.601 57.935 3.000 * Fixed loss = 3 UG1 267.42 0.0171 0.0 63.145 1.081 Vel = 6.02 UG1 0.0 6.16 1 E 20.084 6.000 66.566 to 140.0 0.0 20.084 3.032 UG2 267.42 0.0021 0.0 26.084 0.056 Vel = 2.88 UG2 0.0 6.16 2E 40.168 300.000 69.654 to 140.0 1 G 4.304 87.509 -2.166 TEST 267.42 0.0021 IT 43.037 387.509 0.828 Vel = 2.88 100.00 Qa = 100.00 367.42 68.316 K Factor= 44.45 9 38.04 1.049 IT 5.0 3.500 22.609 K Factor= 8.00 to 120.0 0.0 5.000 1.570 3 38.04 0.4274 0.0 8.500 3.633 Vel = 14.12 0.0 38.04 27.812 K Factor= 7.21 10 38.07 1.049 IT 5.0 3.500 22.641 K Factor= 8.00 to 120.0 0.0 5.000 1.588 4 38.07 0.4281 0.0 8.500 3.639 Vel = 14.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 .Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 9449FP1 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "***""` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 38.07 27.868 K Factor= 7.21 11 38.12 1.049 1T 5.0 3.500 22.709 K Factor= 8.00 to 120.0 0.0 5.000 1.588 5 38.12 0.4293 0.0 8.500 3.649 Vel = 14.15 0.0 38.12 27.946 K Factor= 7.21 12 38.22 1.049 1T 5.0 3.500 22.825 K Factor= 8.00 to 120.0 0.0 5.000 1.588 6 38.22 0.4313 0.0 8.500 3.666 Vel = 14.19 0.0 38.22 28.079 K Factor= 7.21 13 38.37 1.049 1T 5.0 3.500 23.001 K Factor= 8.00 to 120.0 0.0 5.000 1.588 7 38.37 0.4344 0.0 8.500 3.692 Vel = 14.24 0.0 38.37 28.281 K Factor= 7.22 14 38.57 1.049 1T 5.0 3.500 23.248 K Factor= 8.00 to 120.0 0.0 5.000 1.606 8 38.57 0.4386 0.0 8.500 3.728 Vel = 14.32 0.0 38.57 28.582 K Factor= 7.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 LETTER OF TRANSMITTAL Allstate Fire Sprinkler, Inc. Date: 11/18/09 P.O. Box 2350 Hartford, CT 06146 (860)246-7711 — Fax(860)246-7707 Job Number:9449 Job Name:SOUTH WINDSOR F1A Send to: OFFICE OF THE FIRE MARSHAL 1540 SULLIVAN AVE. SOUTH WINDSOR, CT. 0607.1 Attention: Transmitted via ❑US Mail ❑UPS ❑ FedX ®Next Day ❑Hand ❑Via separate cover ❑Fax: The following items: ❑Shop drawings ® Prints ®Calculations ❑Change order ❑ Samples ❑ Specifications ❑Copy of letter ® SUBMITTAL CUTS Quantijy Date Description 2 11/18/09 FP-1,Fp-2 FIRE PROTECTION DRAWINGS 2 11/18/09 HYDRAULIC CALCULATION OF REMOTE AREA 1,2,3 1 11/18/09 FIRE PROTECTION EQUIPMENT SUBMITTAL Transmitted for: ®Approval ®Your use ❑As requested ® Review&comment ❑ Permit ® Record ❑Coordination ❑Quotation Notes: Copy to:JOB FILE �- �.2rc��it2r�t Designer If enclosures are not as noted,kindly notify us at once. 12/29/2009 09:20 8602467707 ALLSTATE FIRE SPRIW PAGE 01/01 Cpntractor's Material and Test Certificate for Underground Piping, PROCEDURE Upon co-piedon of work Inspection and Iests$hell be made by the cmaCSo►'s re ve arid arWa and by an owners tepresentattive. NI ddccls shill bo mwetaed and aystarn left In vervice before Nnarsy,leave he job. A aertl6cate 9W be fired art and signed by both representatwes. Copies shag be prepared Ior approving authorities,owners.and contac+or. II is undarstood the OtMhefa fewilsenlatkre'ssignetwe n ro way prejudices;any clakn against contractor for faulty mate.Door woranamb.p.or take to Cmrnply with amoving euthattls ragianrnents or beat ordnance,. PROPERTY NAME /�J' _DATE -_ 4 / _ PROPERTY ADORES 6 t4�A[� ACCEPTED BYAPPPQVING ALMjOWT!FS(NAMES) '- ADDRESS PLANS INSTALLATION CONFORMS.TOACCEPTED PLANS. ®'YES ❑ NO EQUIPMENT USED IS APPROVED (] YES CI NO IF NO.STATE DEVIATIONS HAS PERSON W CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS YES ❑ NO TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EOUIPMENTT IF NO.EXPLAIN NSTAUCT►ONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND 0 YES ❑ MO' MAINTENANCE CHARTS BEEN LEFT ON PREMISES? IF NO.EXPLAIN LOCATION SUPPLIES BUILDINGS -. PIPE�Y ES AND CLASS _ TYPE jDWr l PIPE CONFORMS TO A 4 STANDARD YES [- NO -UNDt*dAOUNO FITTINGS CONFORM TO 41rjK&_ STANDARD 'OYES I_1 NO' PIPES AND IF NO.EXPLAIN JOINTS - JOINTS NEEDING ANCHORAGE CLAMPED.STRAPPED.OR BLOCKED IN YES ED NO Accom ICE WITH G r(G✓�._STANDARD IF NO.EXPLAIN I ELUSkW: Flow pie mqukad rate lxtti)water is dear ea irdeeWd by no Collection of Ioreigo mew.W in bu tap b2gS 21 ' cutieb such as bydrartta and Mow-aft. Flush at flows not Ina tern 390 GPM(1476 Lhninj kv 4-nil+pipe.8e0 GPM (3331 LJNhin)for S.Wrh pipe.1550 GPM rAW LJmin)for tl-inch pips.2440 GPM(W351Jffon)IQ 110•0ca pope.and 33ZO GPM(13323 LM►tn)for 124mCh pips. When mply WNW Proek+x Stip A2WG flow rates,obtain rn%36mhmhh Avaiabae. HYDROSTATIC: Hydrostatic tests short be made at not Ins than 2D0 psi(13.I bars)lot two hours or 50 psi(14 bars) TEST above sftt c Prempe in excess of 150 psi(10.3 bars)for two noun. DESCRIPTION LEAKAGE: Ntw pipe kW with tubber gaoaIel%mis ahaM.I the work,.mtsf iS setsfactory.haw link or no leakage at lit»pars: The amount of leakage at Dhe jm to shad not moored 2 tits.par hr.(1.09 Llh)per 100 iNntS itrasp Oft of pips domater. The leakage shah ba dmibuted war aul joints. P sue$leakage occurs at a few jvm the inctaMation shay be considered urdmmWory and noassary repaks made. The arttount of allMabla leakage Wedhad above may lea haeased by t I-par in.vale!Wamem per if.(30 mI.f25 mmih)tot each mtstaf seated valve Isolating the lest section. I dry band hydrants are lasted with the main valve open.so the hydrant$are under prosswe.an addtbnal S Dz Per ff*PA@(150 whin)leakage is Permitted 1W tech hydw L NEW UNDERGROUND PIPING FLUSHED ACCORDING TO 02f YES _J NO OV STANDARD BY(COMPANY)IF f �...T(,i1s+7'w CGwc,�_ HOW FLUSHI G FLOW WAS OBTAINED i THROUGH WHAT TYPE OPENING FLUSHING MrP(�1C WATER QTANK OR RESERVOIR ❑FIRE PUMP ❑HYDRANT BUTT OPEN PIPE TESTS _ _ LEAD-INS FLUSHED ACCORDING TO STANDARD'BY(COMPANY) L] YES ❑ NO IF NO.EXPLAIN NOW FLUSHING FLOW WAS OBTAINED I THROUGH WHAT TYPE OPENING OPLIEW WATER ❑TANK OR RESERVOIR ❑FIRE PUMP [J Y CONK,TO FLANGE ❑OPEN PIPE &Reprh SPIGOT edMA 02W9. This mpealted matedd Is not flw ca Mbar d dff dal po$ibon al V e NNsfioneJ Fie Pmt te ection Asmdaaon ler&=0 cubjea which Is repmented o*by Cm stav owd m its entirely. American Faro Sprkt{dw Association 12059 Jtplber Ftm4 Strife 1AZ Dallas.Texas 75=1 AFSA Form lit AF064 12/29/2009 09:21 8602467707 ALLSTATE FIRE SPRIW PAGE 01/01 ALL NEW UNDERGROI M PunmG NYDR08TATICALLY TESTED AT xwm COVERED HYDROSTATIC NO TEST Old m FOR .�.... mum j ❑ res O TOTAL AMOUNT OF LEAKAGE MEASURED LEAKAGE ,^ & GALS, MOt= TEST ALLOWABLE LEAKAGE GALS. ___!LL_ HOURS NUMBER MULLED TYPE AND MAKE All OPERATE 3ATISFACTOAIIY "YOPANTS ❑ YES 0 NO WATER CONTROL VALVES LEFT WIDE OPEN ❑ YES NO IF NO.STATE REASON 1 i CONTROL Ao/ 1,v wlGteT '�„s /'a++G HOSE THREADS OF FEE DEpA, WNT CONNECTIOW AND HYt PMM ❑ YES ❑'NO NTERCHANGEABLE WITH THOSE OF FIRE DEPARnXMI TANSWERM ALARM DATE LEFT IN SERIACE REMARKS NAME CONTRACTBR 300TURE8 TESTS MrtTtyEssED�r (SIGNED) TITLFa DATE TAGLINO (SK9Nt D) TRIE DA ADDITIONAL E71pL ANAT10N AND /J.> � lysilusscc�( h: %�Z� G%I/y� IZ Ly �•J� contlwcWs Mearia)and Test Catit'rm to UndarowW Piping Contractor's Material & Test Certificate for Aboveground Piping F� Addiboral prinfed copies of this form are available to insureds from: Customer Services,FM Global,1151 Boston Providence Tumpike,P.O.Box 91OZ Norwood,MA 02062 Procedure:Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shag be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material,poor workmanship or failure to comply with approving authority's requirements or local ordinances. Property I.D. Property Name:South Windsor Fire House Date:hme 28,2010 Property Location:West Street,South Windsor Plans: Accepted By Approving Authority's Names)South Windsor Fire Marshal Address: 1540 Sullivan Ave. Installation Conforms to Plans Yes No Equipment Used is Approved(If no,state deviations):®Yes []No Irmtructions: Has person in charge of fire equipment been instructed as to the location of control Yes ONo valves and the care and maintenance of this new equipment? If no,explain: Have copies of appropriate instructions and care and maintenance charts been left on premises? 0 Yes No If no,explain: Location: Supplies Buildings:New Fire house offices,apparatus bays,and ambulance bays. Sprinklers: Sprinkler Identification Year of Temperature Make Number(SIN) Manufacture K Factor Quantity Rating Viking Semi Recess Penc VK462 2010 5.6 122 1550 Viking Brass upright VK300 2009 5.6 113 1550 TYCO DS-C Conc.Dry DS-C 2010 5.6 2 1550 Viking Brass HSW I VK-305 12010 1 5.6 9 1 1550 TYCO Brass Attic Head I TY4180 12009 1 8.0 130 1212- ipe and Fittings Pipe conforms to NFPA 13 Standard ®Yes ❑No Fittings conform to NFPA 13 Standard ®Yes p No If no,explain: Alarm Valve or Flow Indicator. Atarm Device Maximum Time to Opeerate Through Test P!pe Type Make Model Min. Sec- ry Pipe Operating Test Dry Valve Q.O.D. Make Model I Serial Number Make Model I Serial Number Dry Pipe Operating Test(Continued) Time to Trip Trip Point Air Time Water Reached Alarm Operated Through Test Pi Water Pressure Alr Pressure Pressure Test Outlet Properly C2003 Factory Mutual Insurance Company X85A ENGINEERING 912003 Contractor's Material & Test Certificate for Aboveground Piping i Min. Sec. PSI PSI PSI Min. Sec. Min. Sec. Without Q.O.D. Wth Q.O.D. If no,explain: Deluge and Pro-action Valves: Operation: U Pneumatic EJ Electric ❑Hydraulic Piping Supervised? El Yes No Detecting Media Supervised? Ej Yes U No Does valve operate from manual trip and/or remote control? 0 Yes ETNO Is there an accessible facility in each circuit for testing? Lj Yes ❑No If no,explain: Does each circuit operate Does each circuit operate Maximum time to operate Make Model supervision toss alarm? valve release? release Yes No Yes No Min. Sec Test Description: Hydrostatic:Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars)above static pressure in excess of 150 psi(10.3 bars)for two hours.Differential dry-pipe valve clappers shall be left open during test to prevent damage.All above- ground piping leakage shag be stopped. Pneumatic:Establish 40 psi(2.7 bars)air pressure and measure drop which shag not exceed 1-12 psi(0.1 bars)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop which shag not exceed 1-12(0.1 bars)in 24 hours. Tests: All piping hydrostatically tested at 200 psi for 2 hrs. D in pneurnatimily tested? Yes No Equipment operates properly? L9 Yes U No If no,reason: Drain Test I Reading of gage located near water supply test pipe: psi Residual pressure with valve in test pipe wide open? psi. Underground mains and lead4n connections to systern risers shall be flushed before connectlon made to sprinkler pipma. Verified by copy of 85B? U Yes N No Other.Existing Fire System Flushed by installer of underground sprinkler piping? 0 Yes 0 No I Explain: Blank Testing Gaskets: Number Used:0 Locations: Number Removed: Welding Welded Piping? ❑Yes ®No If yes: Do you certify as the sprinkler contractor that welding procedures comply with the Yes No requirements of at least AWS D10.9,Level AR-3? Do you certify that the welding was performed by welders qualified in compliance ®Yes ❑No with the requirements of at least AWS D10.9.Level AR-3? Do you certify that welding was carried out in compliance with a documented quality ®Yes ❑No control procedure to insure that all discs are retrieved,that openings in piping are smooth,that slag and other welding residue are removed,and that internal diameters of piping are not penetrated? Do you certify that all field cut pipe cutouts(discs/coupons)have been relieved from ®Yes ❑No sprinkler system piping? Hydraulic Data Nameplate: Nameplate provided? ®Yes ❑No if no,explain: Remarks(Date left in service with all control valves open): March 1,2010 Signatures: Name of Installing Contractor: Statle Fire S sterns For Property Owner(Signed): 'r �� Title: = ^-. For Installing Contractor( ned) Title yir9�h Date: —/Q C2003 Factory Mutual Insurance Compa X85A ENGINEERING =003 Contractors Material and Test Certificate for Aboveground Piping i PROCEDURE Upon completion of work.inspecOm and tests shall be made by the matractofs tepreserrtaflve and witnessed by an mmWs representative (hereinafter defined as property owne). AN defects shall be corrected and system left in service before amtoctoes persomel finally leave the job. A certificate shall be filed out and signed by both mpreswAakvez- Copies star be prepared for approving autlronilms,owners,and contractor.ft is understood that the property owner's audvorized represerda5ve is a legal signatory and My representative of the property owner and that by the property owners or property ownees au t ortzed representative's signahae.fie property owner accepts full respor sAMy for the system as installed and agrees lud i is in wih the s and local ordinances Property Name C-_,_ 71A Ltl% �r�r' ri re Property Address 76 S 4j vaI o (le ' ram Accepted 19 Address 5.J l t•—c,., 1^�.rL. w rL t..3.n Sc+r L� CY-G 7 Plans Installation contours to aooepted Plans Yes ❑ No Equpnerd used is aPPry Yes ❑ No U no.explain deviations Has the property owTrer or property owner's authorized represerdatie been Instructed as to the location of e0 M valves and Care and mainlenance of M new equipment? CR Yes ❑ No K no.e3ptain Have copies of the folio niing been given to the property owner or property lrrsUucbont owrees watormad repnesenlew? 1. system Components Inerucbons ( Yes ❑ No 2 Care and Maintenance Instrtulions ® Yes ❑ No 3. NFPA 25 Yes ❑ No l..�atiorT .r4�f�c ✓�� S sa�vN Of system Year Temperature Rating Make Model Of Marrufachwe torriceize :zyC spdmw- Ce^ Tyce -C [! Pme and Type of Flai Cur/4�ievfi Z SC IO yo C••TOd'1 t , SL I'.eCj' T of F M87d[Tium time.to operate Alarm Device ♦tttaugh test cOrt<1id <, Alarm Valve T � � M Seconds or flow kdicatorI Dry Valve CLOD. Make I Model I Serial No. Make Model I Serial NO. U I — I --- I Ef ---T-- Time to trip Trip Point Tore Water through test Water Air Air Reached Test Alarm Operated Property Dry P"rp ttreG�lonT•e coi Pressure Pressure Pressure Outlet wa g Psi WWVSec Yes. No Test w/o MOD. %th QOD. If No,explain t -m,,surqd fiom a rill test A 13 Bre 603eoard Rmttation it sections) Operation E3 Pneumatic uricHydraulic Yes No Del Media Yes No Does valve operate Fran the manual Or both control stations? U Yes U No is there an accessible facility in each cirult for testing? a no.explain { Deluge& 0 Yes 0 No Preaction Does each circuit it operate Doe each circuit operate valve Maximurn time to operate Valves Make Model supervision loss starm? release? release Yes No Yes No Min sec Location Maine and Residual Pressure Pressure and Floor Model I Sefty Static Pressure Flow Rate Reducing Wet Outlet km Outlet Flow Valle Test I I [ i HYDROSTATIC: Hydrostatic tests shalt be made at not less than 200 psi(13.6 bar)for two hours or 50 psi(3.4 bar)above static pressure In excess of 150 psi(102 bar)for two tours. Differential dryjipe valve clappers shalt be left open during the test to prevent Test damage. AN abovegrournd piping leafage shall be stopped. Oes"Won PNEUMATIC:Establish 40 psi(2.7 bar)air pressure and measure drop.which shalt not emceed 1%psi(0.1 bar)in 24 hours. Test pressure tan? i at normal water level and air pressure and measure air pressure drop.which shall not exceed 1%psi(0.1 bar)in 24 tours. that D Q(Yes bar)forte NOhars If no.stateMy piping pneumatically reason Equlgwierd es Yes No Do you certify as the sprinkder conntrador that addiives and corrosive chemicals.sodium Silicate o derivatives of sodium silicate.brine. or other corrosive chemicals were not used for testing system or dtcpping leaks? X-Yes ❑ NO Drain Reading of gauge located near water supply test cmv edm I Residual pressure will valve in test comeutwrt open wide Tests Test bar Underground mains and lead-in connections to system risers flushed before comecbm made to sprinkler piping Verified by copy Of the U Form No.e5B ❑ Yes to No Other 'in n Fknhed by kmtd er of rode WMW SP w ider piping ❑ Yes ❑ No :Zit-k E j 6y 04a's H powder riven fasteners are used in concrete,has ❑ Yes ❑ No If m expfaIn represented"sample testing been satisfactorily _ ed? Slank Number Used Locations Number Removed Testing Gaskets Welded elpffy YES NO if Yes... Do you certify as the sprinkler contractor that welding procedures comply with the Yes ❑ No Requiremeats Of at least AWS 82.1? Do you certify that the welding was-periormed by welders qualified in compliance Welding With the requirements of at least AWS 82.17 Yes ❑ No. Do you certify blunt welding was carried out in compliance with a documented quality Control procedure to tssure that ail discs are retrieved.that cperwgs in piping are Smoock that stag and ad No welding residue are removed.and Out the internal Diameters of piping are not Yes No Cutouts Do you certify that you have a control feature to ensure Chat all cutouts(discs)are ML Dist Retrieved? Yes No Hydraulic Nameplate provided 13 Yes 13 No if no.explain Oats Na to Remarks Date left in service with all conb valves open Name of SptWder Contactor Tests Witnessed by: AA -1d Date or property owner Wdreed ) For contraclor Warne oe Date Additional Expolanabon and Molex i PROTOTYPE TEST SUPPORT (PTS) 60 HZ TEST SUMMARY s '--�- GENERATOR SET MODELS REPRESENTATIVE PROTOTYPE Power 10ODSHAF 175DSHAB Model: 230DSHAD � y 125DSHAE 20ODSHAC Alternator: UCD1274K ` Generation 150DSHAA 230DSHAD Engine: OSL9-G2 NR3 The following summarizes prototype testing conducted on the designated representative prototype of the specified models. This testing is conducted to verify the complete generator set electrical and mechanical design integrity. Prototype testing is conducted only on generator sets not sold as new equipment. Maximum Surge Power: 233 kW Steady State Performance: The generator set was evaluated to determine the stated The generator set was tested to verify steady state maximum surge power. operating performance was within the specified maximum limits. Maximum Motor Starting: 770 kVA Voltage Regulation: ±0.5% The generator set was tested to simulate motor starting Random Voltage Variation: ±0.5% by applying the specified kVA load at low lagging power Frequency Regulation: Isochronous factor(0.4 or lower). With this load applied,the generator Random Frequency Variation: ±0.25% set recovered to a minimum of 90%rated voltage Transient Performance: Torsional Analysis and Testing: The generator set was tested with the standard alternator The generator set was tested to verify that the design is to verify single step loading capability as required by not subjected to harmful torsional stresses. A spectrum NFPA 110. Voltage and frequency response on load analysis of the transducer output was conducted over the addition or rejection were evaluated. The following results speed range of 1200 to 2000 RPM. were recorded: Cooling System: 52 °C Ambient Full Load Acceptance: 0.5 in.H2O restriction Voltage Dip: 29.1 % The cooling system was tested to determine ambient Recovery Time: 3.2 Second temperature and static restriction capabilities. The test Frequency Dip: 12.6 % was performed at full rated load in elevated ambient Recovery Time: 3.7 Second temperature under stated static restriction conditions. Full Load Reiection: Voltage Rise: 18.4 % Durability: Recovery Time: 1.5 Second Frequency Rise: 3.9 % The generator set was subjected to a minimum 500 Recovery Time: 2.9 Second hour endurance test operating at variable load up to the standby rating based upon MIL-STD-705 to verify Harmonic Analysis: structural soundness and durability of the design. (per MIL-STD-70513,Method 601.4) Line to Line Line to Neutral Electrical and Mechanical Strength: Harmonic No Load Full Load No Load Full Load The generator set was tested to several single phase and three phase faults to verify that the generator can safely 3 0.06 0.18 0.23 0.14 withstand the forces associated with short circuit 5 0.89 0.79 0.82 0.76 conditions. The generator set was capable of producing 7 0.73 2.05 0.72 2.00 full rated output at the conclusion of the testing. 9 0.03 0.03 0.77 0.00 11 0.09 0.64 0.05 0.62 13 0.04 0.53 0.05 0.53 15 0.01 0.00 0.13 0.00 Cummins Power Generation Specification May Change Without Notice pts-162d Power Systems August 9, 2010 Ferguson Electric Co., Inc. 112 Northwest Drive Plainville, CT 06062 Attn: Nick Marcantonio, Project Manager Re: South Windsor Fire Department Generator 8v ATS Dear Nick, This letter certifies the Cummins generator model 200DSHAC, serial number L090073959 and Cummins model OTEC 800 ATS, serial number K090063521, meet the requirements of NFPA-110 as installed on this project. Sincerely, Mary Kay Peck Sales Engineer Connecticut Branch: Cummins Power Systems LLC 914 Cromwell Ave Rocky Hill,CT 06067 Phone:(860)529-7474 Fax:(860)529-7041 Cummins Industrial Product Test Record Power GENERATOR SET Certificate of Test Generation Modell DSHAC-1982031 Serial#1 L090073959 Sales Order# 7045701 Customerl Mfg.Order# 747134 Purchase Order# ❑Certified Test Service ❑Prime ❑Continuous 200 Kw 250 1 Kva WYE Connection Rating ElStandby 208 lVolt L-L 3 JPhase I 6o JHz Fuel Type Diesel ❑LP Liquid ❑Natural Gas ❑Gasoline ❑LP Vapor ❑Other Governor Type ❑Mechanical Electrical Brand I COMMON RAIL Cooling System 0 Mounted Radiator ❑Remote Radiator ❑Heat Exchanger ❑other 0 0 Governor El Remote Start Voltage Regulator ❑Oil Pressure Pre-Alarm ❑Oil Pressure Shutdown [±1 Meter Accuracy ❑High Coolant Temp Pre-Alarm ❑High Coolant Temp Shutdown ❑LET Alarm Items ❑Overspeed -RPM Checked/ Adjusted 0OverCankSeconds 15 Crank 15 Rest Total Cycles) 0 Other H536 H6O5 KM65 HO36 H268 H389 H643 Usti KS45 Test Condition 9 9252 JTest Spec. Amb.Temp: 70 °F g 120/208 Voltage Hz Barometer: 29.05 InH 3 PhaseE 60 Char in System 14.1 Volts DC L7-L2 L2-L3 Unit Results* Amp 208 volts 208 Volts 208 volts Voltage Adjust: 1-1-LO L2-LO 1-3-1-0 No Load 198-218 120 Volts 120 volts 120 Volts Frequenc Coolant Oil Pressure: PhaseSequence: 60 Hz 176 F r PSI UVW Char in System 1-1-L2 L2-L3 14.1 Volts DC 208 Volts 208 Volts 208 Volts Unit Results Amp 1-1-LO L2-LO 1-3-1-0 120 Volts 120 Volts 120 Volts Total Kw Current L1 Current L2 Current L3 Full Load 200 Kw 693 Amps 694 Amps 694 Amps Frequency CoolTemp: Oil Pr Power 60. Hz 185F PSI 0.8 PF Maximum Power: 220 Total Kw 208 Volts 0.3 Hours Running time: 60 Hz ISO Corection Factor: 12/14/2009 Test Date Certified By Operator's Cummins# Quality Engineer: Review date B PROM HQ300 If unit is dual fuel, see additional sheet for second fuel results. (See additional sheet for extended running time data.) C psms Cummins Power Systems, LLC a Load Test Data Report ❑ Rocky Hill, CT ❑ Newark, NJ ❑ Bronx, NY 860-529-7474 973-491-0100 718-892-2400 CUSTOMER: �, ;�� '' ,� ; REPAIR ORDER LOCATION: GENERATOR MODEL #: ` DATE: 9 . ! GENERATOR SERIAL #: TESTED BY: ENGINE MODEL #: OBSERVED BY- ENGINE SERIAL #: H.R. METER READING RATED KW: VOLTS H.P. ENO. POWER TERMINAL VOLTAGE LINE CURRENT ENGINE DATA KW FREQ. 1-2 2-3 3-1 1 2 3 OIL PRESS. WATER TEMP. AMB.TEMP. D.C.VOLTS D.C.AMPS Ale ✓, Y � REMARKS: DO NOT REMOVE BY ORDER OF THE STATE FIRE MARSHAL Pre-Engineered System Inspection Report ALLSTATE FIRE EQUIPMENT Date of Service: Time: AM PM New England's Leader in Fire Protection 15 ROBERT JACKSON WAY PLAINVILLE,CT 06062 Annual/Semi-Annual/Recharge/New System/Renovation (circle one) OFFICE(860)793-69001 FAx(860)793-6906 VALID FOR 6 MONTHS FROM DATE OF SERVICE www.allstatefire.biz Customer/Location System Information Name: Make: Address: Model: City, ST, Zip: Size: Phone: Control Head: Owner/Manager: Location of system: Yes No N/A Yes No N/A 1 Hazard unchanged since last inspection 13 Manual release proper and operable. 2 System inter locked with building fire alarm. 114 Microswitches installed QTY -Tied-in QTY 3 All appliances properly covered w/correct nozzles. 15 Gas valve connected to system(MECH./ELEC.) 4 Duct(s)&plenum properly covered wl correct nozzles. 16 Piping/conduit securely bracketed. 5 Hood/duct penetrations properly sealed. 17 Proper nozzle caps/covers in place. QTY.- 6 Grease accumulation: _excessive _heavy _normal 18 Exhaust fan in operating condition. 7 Pressure gauge within acceptable range. 19 System operational&armed. 8 Cartridge weight within acceptable range. WT. 20 Fan warning sign on hood. 9 Cylinder within hydrotest date. Due: 21 K-Class fire extinguisher in cooking area. 10 Cylinder properly mounted. 22 Personnel instructed on manual operation of system. 11 Detection line proper and operable. 23 Filters compliant with NFPA96 12 Replaced fusible links. QTY_ Temp 24 System meets U.L.300 standards. ET::R Hazard Protected (Hood, Ducts,Appliances) Safe Notice: Non-compliant systems may fail to extin uish/su ress a fire. Below are non compliant conditions which require immediate attention.All State Fire Safety P Y Y 9 P Equipment assumes no responsibility for system performance if these conditions are not corrected and/or verified by an authorized agent of All State Fire Equipment. ❑See Attached Proposal to Correct Deficiencies Comments/ Non-Compliance: :E ? All State Fire Equipment Agent: !V V (. -��——� - Date: Customer's Authorized Agent: "y Date: CT LIC.#F30042 MA-CR. 1097 NFPA Customer Acknowledgement and UL-300 Safety Alert on reverse —Rev.06-19-09 This report may be forwarded to the local authority having jurisdiction. ALL STATE FIRE EQUIPMENT 15 Robert Jackson Way, Plainville, CT 06062 Ph:(860)793-6900— Fax: (860) 793-6906 CT LIC F30C,42 MA CR 1097 CUSTOMER ACKNOWLEDGEMENT The customer acknowledges that any inspection of a customer`s fire equipment by All State Fire Equipment (ASFE) is limited to identification of deficiencies that may impede or hamper the intended function of the equipment and that ASFE is not responsible for, nor capable of, identifying by inspection, every defect that may adversely affect the system's performance, particularly those defects of a latent nature, defects or omissions related to the manufacturer's design and instructions or defects which exist in inaccessible areas of the system, whether or not such defect's existence could have been determined by inspection had the area been accessible at the time of inspection. The customer further acknowledges that it is beyond ASFE's ability to determine with any degree _)f certainty whether any fire equipment is capable of extinguishing any fire as intended by the manufacturer of the equipment, even if such equipment is in perfect working order and properly installed in accordance with the manufacturer's listed installation and design manual. The customer further acknowledges that ASFE is not an insurer and that the customer assumes all risk of property damage and /or loss of life to the customer's employees, patrons, guests, vendors, and/or any other individuals on the customer's premises where the fire protection equipment is installed and that ASFE neither bears nor assumes any responsibility whatsoever for any loss or damage resulting from any causes beyond ASFE's reasonable control, including, without limitation. if the fire suppression equipment: fails to function as intended or expected, is outdated, has been tampered with, altered or has been improperly used, repaired or maintained, or if the hazard protected by the fire suppression equipment has been altered 3r changed. Regardless of all else, ASFE's liability on any claim for loss arising out of or connected with the fire suppression equipment listed on the face hereof shall be limited to two times the cost of the inspection and in no cases shall ASFE be liable for special, incidental or consequential damages. UL-300 SAFETY ALERT UL-300 is a design-testing standard for manufacturers of fire suppression systems for commercial cooking hazards, which took effect in November of 1994. The previous testing standard was promulgated at a time when the use of animal based cooking fats and oils dominated the commercial cooking industry and at a time when cooking appliances were designed with less thermal efficiency. As a result, the progression to vegetable based cooking oils created hotter burning fires in appliances that held their heat much longer and in effect, systems designed prior to the UL-300 standard are inadequate to protect a modern commercial cooking hazard. As a result of these changes, if your fire suppression system was designed prior to the latest design testing standard for kitchen fire suppression systems, Underwriter's Laboratories Standard UL-300, in effect since November of 1994, it is unlikely that your system is capable of providing adequate protection from fire, even though that equipment, when initially installed, may have complied with the then applicable code and design standards. ASFE strongly urges owners of pre-UL-300 systems to upgrade their systems to the newest standard as soon as possible and in no case shall ASFE have any liability of any kind relating to the performance, or lack thereof, of a pre-UL-300 system. f PREICIISION TESTING,ADJUSTING AND BALANCING BUREAU t` BALANCING THE PROFESSIONAL'S CHOICE'" PO Box 12 (203) 868-2738 Northford,CT 06472 (203)484-0405 ph bpowellprccision(('Pcomcast.net (203)208-1509 fax Project: South Windsor Fire and Ambulance 765 Sullivan Avenue D75 - South Windsor,CT Customer: HHS Mechanical Contractors,Inc. 80 Colonial Rd Manchester,CT Engineer: M/E Design Associates Inc 422 Highland Ave Cheshire,CT Architect: JH Architects,LLC Rub 15 Massirio Dr TM�� ••�a 07 Berlin,CT TABB Technician Date: ro.odl Rgdndb n Do 1Z/31/2011 Work Performed By: r Benjamin R. Powell SM1 License#: 6233 TABB License#:BB926229T E SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT OCT �M I O *****FOR C OF O***** SOtliH WNW KA NN(i OUT. ADDRESS a j WP.Ct�� LOT/UNIT# Reviewed 7(Engineeting) CONTACT/DEV Date Revewd110 Denied PH# ' Reviewed by- (Planning) Date Submitted lb t Date Reviewed b o-0 Approv ied Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations,no Certificate of Oocupancy shall be issued until grading Plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A V 1. Approved building permit plan 2. Finish gaming Per approved building permit Plan 3. Site work;i.e.trees,shrubs, durnpsters,rWAred Parking 4. Utility location; a. sanitary sewer/septic systems �- b. foundation drain —�/ C. electrical&telephone d. water e. other G,qS S. Sewer Connection charge paid 6. Appropriate certification -- L 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a' Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Spaoe COMMENTS: u�o C J c 'l -3 c'" V.-z S-r. 5� w j 7.I d ( f eas i n (gyp!k."W) Lc+i P..d'V q W c�� @kcaan 1.u.Ca� A CGtsG a 0 C-(�W cc u 1-j t4 ' ?00 - - s/ 9VmouW/site oa,iplia checKist w S R.1 /�s —b 1� S►vim F-}y •- t,�cz�d. . . _ �•d GABS v:�l�x-s ,'L.. -n� I i Transmittal Cover Sheet E N T E R P R I S E S Detailed, Grouped by Each Transmittal Number South Windsor Fire Station Project# 207 Cutter Enterprises, LLC. 232 West Rd Tel: Fax: South Windsor, CT. 06074 D. i 0157 Transmitted To Transmitted By Jeffrey Doolittle David Netz Town of South Windsor Cutter Enterprises, LLC. 1540 Sullivan Ave 60 Industrial Park Rd West South Windsor, CT 06074 Tolland, CT 06084 Tel: 860-644-2511 x 245 Tel: 860-871-2839 Fax: Fax: 860-871-3058 ❑ Acknowledgement Required Package Transmitted For Delivered Via Tracking Number Review Item# Qty Item Reference Description Notes Status 001 1.00 Final as-built for West rd. 002 1.00 — — --— -- - Final as-built SWFS Cc: Company Name Contact Name Copies Notes Remarks These as-builts are for review and comment. The pinning of the firehouse parcel and open space is moving forward. I submitted what i have for review in case some items need to be added or modified per your review. Thanks David Netz RECEIVED OCT 14 2010 SOUTH WINDSOR ENGINEERING DEPT. Signature Signed Date Prolog Manager Printed on: 10/14/2010 PM7Database Page 1 { APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: Q9 west Road -Est. Cost: $ a Final Ins �ections: Sin Permit#14 000130 Permit Fee: $ P g Approved: Building Electric Permit# Zoning Applicant: _� \,• �` Business Name:Me.,.-D P 0'4AJ. Applicant Address: 'S"'Z I�k' a Phone: Address of Proposed Sign(s): t6IL Ds Zone TYPE of SIGN: ❑Wall or ree-standing ew or❑Replacement Illuminated?��o�Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft):444� Sign Height: I Sq Ft of Existing signs on site: Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting: t+c. B��K' ATTACH �►t� t! r_� �/S DIAGRAM OF SIGN INCLUDING I have read,and stan and agree to abide by the Sou Windsor Zoning Regulations,Signs. DIMENSIONS AND 1 MAP WITH SIGN Applicant: Dale: ��iy) LOCATION ON PROPERTY Property Owner: Date: 2-61 L/oo33S 1 Major Michael Donnelly Land Preserve Ni)IANU SAT v.� .r l'�i11H PN11 ii 1'�iiv Nt Nl AN1:• .i.l PM.� ' 1'1 1000146 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 04/19/10 GIS ID:93600232 FEE: 2.86 MUNIS APPLICATION# 201000406 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CUTTER ENTERPRISES LLC ADDRESS: 232 WEST ROAD ADDRESS: 60 INDUSTRIAL PARK ROAD WEST OWNER: SOUTH WINDSOR TOWN OF TOLLAND,CT 06084 ;" 1540 SULLIVAN AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 5 DIFFERENT SIGNS SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 4/I9/2010 4:20 PM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000001 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SPRINKLER PERMIT DATE: 01/19/10 GIS ID:93600232 FEE: .00 MUNIS APPLICATION# 200900779 BUILDING DESCRIPTION: APPLICANT,/ LOCATION NAME: ALLSTATE FIRE SPRINKLER:INC. ADDRESS: k'232_WEST ROAD ADDRESS: P O BOX 2350 ' OWNER:- --A F ASSOCIATES REALTY LLC HARTFORD,CT 06146 ., : PO BOX 684 M. SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONSTRUCT NEW FIRE&AMBULANCE FACILITY FOR THE TOWN OF SOUT H WINDSOR7, TOWN PROJEC, T SPECIAL CONDITIONS: ',.w 7, "' N ALL WORK TO BE DONE IN ACCORDANCE WITH,THE:APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/19/2010 11:53 AM THE FEE ABOVE INCLUDES A$0.16 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000036 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT 2 DATE: 02/05/10 GIS ID: 93600232 FEE: .00 MUNIS APPLICATION# 200900779 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: HHS MECHANICAL CONTRACTORS ADDRESS: 232 WEST ROAD ADDRESS: 80 COLONIAL ROAD OWNER: A F ASSOCIATES REALTY LLC MANCHESTER,CT 06042' - PO BOX 684 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONSTRUCT NEW FIRE&AMBULANCE FACILITY FOR THE TOWN OF SOUT H WINDSOR SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/5/2010 10:19 AM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000004 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SPRINKLER PERMIT DATE: 03/23/10 GIS ID:93600232 FEE: .22 MUNIS APPLICATION# 201000247 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ALLSTATE FIRE EQUIP INC. ADDRESS: 232 WEST ROAD ADDRESS: 15 ROBERT JACKSON WAY OWNER: SOUTH WINDSOR TOWN OF PLAINVILLE,CT 06062 _ 1540 SULLIVAN AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLATION OF ANSUL FIRE SUPPRESSION SYSTEM. EDU.FEE COLLECTED. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/23/2010 9:16 AM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600376 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 08/11/2016 GIS ID:93600232 FEE: 0.26 MUNIS APPLICATION# 201601089 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ELECTRICAL CONTRACTORS, INC. ADDRESS: 232 WEST ROAD ADDRESS: 3510 MAIN STREET OWNER: SOUTH WINDSOR TOWN OF HARTFORD,CT 06120 1540 SULLIVAN AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLING DATA LINE FOR WIRELESS NETWORK AT FIRE HOUSE NO. 3. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/11/2016 9:49 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600518 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 11/02/2016 GIS ID:93600232 FEE: 0.78 MUNIS APPLICATION# 201601569 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ELECTRICAL CONTRACTORS, INC. ADDRESS: 232 WEST ROAD ADDRESS: 3510 MAIN STREET " .- OWNER: SOUTH WINDSOR TOWN OF HARTFORD,CT 06120 - 1540 SULLIVAN AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: PROVIDING POWER FOR NEW WASHER AND DRYER AT FIREHOUSE. i SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 11/2/2016 3:54 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700117 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 05/04/20 l 7 GIS ID: 93600232 FEE: 0.26 MUNIS APPLICATION# 201700427 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: P&M ELECTRIC , ` ADDRESS: 232 WEST ROAD ADDRESS: P.O. BOX 337 OWNER: SOUTH WINDSOR TOWN OF MARLBOROUGH,CT 06447 1540 SULLIVAN AVE SOUTH WINDSOR,CT 06074 a i•.Oj f DESCRIPTION OF WORK: TAKE OUT-4 GROUND LIGHTS AND CAP THEM TO A WATERPROOF BOX FOR FUTURE USE. LOCATION IS BACK PATIO BEHIND FIRE HOUSE. {t r SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/4/2017 11:26 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE