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100 EVERGREEN WAY SUITE 100
4k APPLICATION FOR ELECTRICAL PERMIT ` TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLIC Y: 17603�a- PROVED: BLDG.PERMIT NUMBER: -2 DATE SPECTOR LOCATION OF WORK: 6,✓TC�w S �y( ���' /(�O �irG�9,,�.�/ 1j1/v4�/ ]< q Ls APPLICANT: OWNER: TYPE OF STRUCTURE: f��,, �j/J ` ❑NEW BUILDING NAME: 5/"'lL G/•',+f o�1 NAME: ❑ADDITION PHONE NUMBER: O-(9 0-d 7 ` -0 D 9 7 PHONE NUMBER: STING BUILDING ,,l ADDRESS: /a0 7^dy51r%4 vh-1 Ott. ADDRESS: c�0 J 4- �w � /O(Y TYPE OF USE: (J� o RESIDENTIAL60MIv1ERCIAL LL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK. TYPE OF INSTALLATION: f 4 LE C X 1 S�-I v� ��-Gr o✓ SIZE OF SERVICE: L l SIZE OF MAIN SERVICE: weS NUMBER OF METERS: V✓�ws NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S I 1 ,v O NUMBER OF SWITCHES: Q NUMBER OF LIGHT FDCTURES: FEE ENCLOSED:S d NUMBER OF A/C CIRCUITS: b� FEE SCHEDULE:$18 PER SI,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) 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 PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: 103 TYPE: L STATE: �T SIGNATURE OF APPLICANT: DATE: b%7 of S'7 1 U"SOrit' COMMERCIAL • INDUSTRIAL • RESIDENTIAL ACTORS �� UFM", L L L EL CT. L CCELECT. #T 1 3882 November 2, 2017 Burtons Grill 100 Evergreen Way South Windsor, CT Project amount: $1,000 Start Date: ASAP Description: Replace some existing light fixtures with new ones To Whom It May Concern, Please allow Mr. James Doucette to pull an electrical permit as needed for Masotti Electric, L.L.C. His CT Drivers License#086158644 is valid for identification purposes. Below is copy of our E1 State of Connecticut License in the name of Stephan Masotti, President. Thank you for your cooperation in this matter. Stephan M. asotti STATE OF CONNECTICUT . DEPART117ENT:OF,:CONSUMER PROTECTION. Be it known that STEPHANM MASOTTI", 120 INDUSTRIAL DRIVE SOUTHINGTON, CT 06489-1155 has been certified by the Department of Consumer Protection as a licensed-. `-ELECTRICAL UNLIMITED CONTRACTOR:';`- L"i6eii9 e . ,#ELC.0103882-E1`� :-Effective:.10%01/2017 :,Expiration:,09%30/2018 MkheUe SenguU.Commhxioner Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT Application is hereby: '? a2Pq APPR v 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Ins for Application must be printed or typed FEE SCHEDULE Location of Job: 100 Evergreen Way $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 Burton's Grill or any fraction thereof Tenant Designation Apt.No. APPLICANT David R. Northup Electrical Contractors Inc APPLICANT ADDRESS 73 Bowles Rd., P.O. Box 249, Agawam, MA 01001 APPLICANT PHONE# (413) 786-8930 �GNN N St OWNER Evergreen Walk (Promenade Shops) I OWNER ADDRESS 501 Evergreen Way, S. Windsor, CT OWNER PHONE (860) 432-3398 C ESTIMATED COST$ 4,780.00 � � V +� IS THIS A CONTRACT COST? X Yes _No FEE ENCLOSED$ 75.00 �� TYPE OF JOB: 51q 4 2 SCR CO New Installation X Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD Installing four pole lights SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK Installing four pole lights on planter sides of outdoor seating area, next to fence posts. Install underground wiring from post to post & to canopy corner post building wiring pipe. Run circuit back o panel & i 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. ELC.0121896-El E-1 CT CONTRACTORS LICENSE NO. T STATE SIGNATURE OF APPLICANT ZC r?z DATE 5/2 8/13 Vice President r H INKLEY ,;.,,,:.. ,. .:• ,`•.- life AGLOW" 1901 MT Saturn L Width: 10" Height:21.75" r Weight: 10 lbs. Material: Solid Brass Glass:Cased Opal-Etched Glass Bulb:One 100w Medium Base Voltage: 120v Certification'C-US Wet Rated UPC:640665190120 Notes: YD Post Fitter; Energy Saving J Energy Star certified options available ................... ............... Notes 1 ..._..__._... "M&Y U011Vn(A.Irw. 33000 Fin Oak Parkway 1 Av[,n I aka.OH 44012 1 Y96.671.3300 216AM 4537 tax www.61nkl9ykyhpd0.la+m I www.frrxklckranluiw.eom HITAT KLE I. WWW.fBCdbopk,C4)lnAllflkFCY11Jt1QOg i WWw.yClNlItn➢.cunVFiinklUYllghknyfric L A NJ)5((:A !E FREL)RfCK RAMOnfp 00/00 39tid 03-13 dnHidON 086S98L£Zb bS:bT £t0L/£0/90 HINKLEY L I (IV 11 T IS G life AG L OW" .......... 6660BZ Posts Width, 30 Height:84' Material:Aluminum UPC: 640665666076 ----------- ........... Notes ................... .......... AWN "516 ...... ...... ......... ........ ------ Hink1by Lighting.low.14-4000 Pill Oak Parkway I Avon Lake,OH 44012 1 216.871-33UD I M3.671.4"7 tax www.hinmayugiiang,com I I www.1rod&4qpnjofjd.cojjj HINKLEY www.t&c6Lmok,&-Oinlllink[cyll0hlll"g I www,YOUIUDe-ce)vnthinkloyllotigtiginc C.A N D S C A F 9 FREDRICXRAMOND -t. 7 —1—7,i", VO/EO 30Vd 0313 dnHI80N 08699BLETV tr-l:vl ETOZ/E0/90 06/03/2013 14:54 4137865984 NORTHUP ELEC PAGE 02/04 fa �7JAV x 0 ©a ,-� L9 -k m a� - Mechanical • Electrical Engineering for Building Systems - COI P.O. Box 311 • Farms Village Plaza • 244 Farms Village Road West Simsbury, CT 06092 • (860)651-1949 • fax (860)651-1957 Co tulting Engineers Inc. www.acornengineers.com MEMORANDUM To: Sheldon Crosby - L'Arc Architects, LLC From: Mark Gendron Date: 02-15-2006 RE: Fire Marshal Plan Review Burtons Grill - EGW, S. Windsor, CT We have reviewed Mr. Summers the comments and have the following response: 1 We will add duct detectors. Please instruct the contractor to provide duct smoke detectors on the supply side ductwork for AF-1 &AF-2. 2. We will add emergency lighting in bathrooms. Please direct the contractor to provide an E2 type fixture in the Men's and Women's room adjacent to the entrance doors. 3. The specifications call for gas piping labeling. The contractor shall provide proper pipe identification. 4. The Ansul system is not within our design scope. The Kitchen Consultant, Tri-Mark, will be forwarding this information. Thank you. If you have any further questions, please give me a call. WMG o ( III South Windsor BUILDING DEPARTMENT I , �.� ` il_ ,F �_ .... � ° °��'' 1 a �r e f �..-.. y �Fi♦..) i';i ��_ � + 1 �f woit Electric # APPLICATION FOR BUILDING PERMIT Plumbing#/ 100 j'vergreen 1,1ay Suite 100 Date: _ HVAC # i3• .� Sprinkler# 3 2 317- _._ - _ _---- -- - --- -- ; Estimated Cost $ O O � � . FINAL APBVALS Building COMPLETE RED BOXED AREAS Permit Fee $ od Engineering TYPE OR PRINT ONLY I Occupancy Fee $ / d Eng. Insp. Fee $ ppdr.af r COC v SIGN ON REVERSE SIDE 1 Total Fee $ %d. - - -- e'& Z7 zf�4/d TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant t ( ocation of Work ZO o a/-wn G?/a1�1 sv rZ y°` Lot No. Applicant's Address ? sv 1Z — Tel.# F,(0 &�fJ Town 2 Zip 6 d Li .# �n Cy -J o� Owner Architect Owner's Address Architect's Address F l7/P1 r rc Mq Zip Zip Sq. Ft. New Area: I. 60 0 2nd FI. 3rd Fl. Total New Area Purpose of this permit ! v rih s �r City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date � � Use Group Construction Type _2c - Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-32317-B 500,000 P02 UNDERGROUND 02/22/06 CJD A UNDERGROUND SANITARY TO STREET P02 UNDERGROUND 03/07/06 CJD A KITCHEN UNDRGRND SANITARY TO GREASE TRAP E02 UNDERGROUND 03/13/06 CJD A B02 FOUNDATION 03/14/06 PJP A W/KEN VAPOR BARRIER,STEEL SCREEN,4#5BARSHAUNC WILL CUT BACK REAR WALL STUDS 8'SECTION WALL B03 FRAMING (ROUGH) 03/28/06 CJD A 45 AT WALLS AFTER EXHAUST HOOD INSTALL E03 ROUGH 03/28/06 CJD A E03 ROUGH 04/05/06 CJD A SOFFET LIGHTS E03 ROUGH 04/06/06 CJD A E03 ROUGH 03/31/06 CJD A PO4 GAS TEST 04/18/06 CJD A B10 FINAL 05/12/06 CJD D RELOCATE EXIT SIGNS, BASKETS @ SPRINKLER HEAD LOCATIONS IN HARMS WAY PO4 GAS TEST 05/01/06 CJD A B10 FINAL 05/15/06 CJD D RELOCATE EXIT SIGNS, BASKETS FOR SPRNKLR HEAD OR RECESS. B10 FINAL 05/18/05 CJD A **-1537-5 4,400 Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-12983-P 56,000 **-1538-5 19,000 **-13043-H 89,000 **-20169-E 119,000 E01 SERVICE 04/24/06 CJD A RELEASED TO NU VIA INTERNET/PJP Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-32317-B 500,000 P02 UNDERGROUND 02/22/06 CJD A UNDERGROUND SANITARY TO STREET P02 UNDERGROUND 03/07/06 CJD A KITCHEN UNDRGRND SANITARY TO GREASE TRAP E02 UNDERGROUND 03/13/06 CJD A B02 FOUNDATION 03/14/06 PJP A W/KEN VAPOR BARRIER,STEEL SCREEN,4#5BARSHAUNC WILL CUT BACK REAR WALL STUDS 81SECTION WALL B03 FRAMING (ROUGH) 03/28/06 CJD A 45 AT WALLS AFTER EXHAUST HOOD INSTALL E03 ROUGH 03/28/06 CJD A E03 ROUGH 04/05/06 CJD A SOFFET LIGHTS E03 ROUGH 04/06/06 CJD A E03 ROUGH 03/31/06 CJD A PO4 GAS TEST 04/18/06 CJD A B10 FINAL 05/12/06 CJD D RELOCATE EXIT SIGNS, BASKETS 0 SPRINKLER HEAD LOCATIONS IN HARMS WAY PO4 GAS TEST 05/01/06 CJD A B10 FINAL 05/15/06 CJD D RELOCATE EXIT SIGNS, BASKETS FOR SPRNKLR HEAD OR RECESS. **-1537-S 4,400 **-12983-P 56,000 **-1538-S 19,000 **-13043-H 89,000 **-20169-E 119,000 E01 SERVICE 04/24/06 CJD A RELEASED TO NU VIA INTERNET/PJP Total Est Value 787,400 Dwelling 6,000 301,500 00 Basement 0 0 00 Garage 0 0 00 Smoke Det 2 150 00 BOCA Value 301,830 00 Difference (485,570 00) �d wx� �� Department of Public Safety Division of Fire, Emergency&Building Services Office of State Fire Marshal STATE OF CONNECTICUT On 4-27-07, the South Windsor Office of the Fire Marshal conducted an inspection of Burtons Grill located at 100 Evergreen Way in the City/Town of South Windsor to determine the degree of compliance with the fire safety requirements of Connecticut General Statutes Chapter 541 as authorized by Section 29-305 of the statutes. This facility was evaluated as a existing Assembly as classified by the CONNECTICUT FIRE SAFETY CODE. As a result of this inspection, the following conditions were found: ® I. At the time of inspection,no code violations were identified, Certificate of approval recommended. ❑ II. At the time of inspection, conditions were discovered to be contrary to the minimum requirements of these codes. An acceptable plan of correction was submitted. (See attached information) Certificate of approval recommended. ❑ III. At the time of inspection, conditions were discovered to be contrary to minimum requirements of these codes. No approved plan of correction was submitted. (See attached information) Certificate of approval NOT recommended. ❑ IV. Based on the extreme hazard to public safety discovered at the time of inspection, this office is currently seeking an injunction from the court through our Town/City Attorney for the purpose of closing or restricting usage of this facility by the public. (See attached information) Certificate of approval NOT recommended. Apr 27,2007 Walter Summers, Fire Marshal Date City or Town: South Windsor SEMAC Fax 8602290406 May 15 2006 10:03 P. 01 Sem- c �.; ELECTRICAL CONTRACTORS MAY 15=2�Q6 Es6blished 1946 South Windsor BUILDING.DEPARTMENT DELIVER TO: 01 COMPANY: lip► B�% �)��L �' FROM: CGS/Os C vrne'z DATE: #OF PAGES PLUS COVER LETTER: `7 SuBnCT/COMMENTS: , L ,,c T alo CONME NTIALUY NOTICE: THE INFORMAMON CONTAINED IN THIS FACSWU IS PRN MEEM AND CONFIDENTIAT.INMWE -SOIEi Y FORS USB OF. THE JNDlMUAL OR'ENTITY TO WHOM IT LS ADDRfiSSTEv. iF`XOU ARE NOT THB INTENDED REC3PEML YOU ARE fiEREBY •NOTM"Eb THAT ANT'COPYING,'D=DSURE OR DISTRIBUTION OF TIM TELECOPY IS S'kxtTCMY-PRbftWrWD..'IF YOU RECEIVE THIS COMMUNICATION IN ERROR, PRASE NOTIFY US BY TELEPHONE IMMEDIATELY .AND RETURN THE t � ORTGINAL MESSAGE;AND DOCUMFNf.TO US AT THE.ADOMS BELOW VIA.THE UNITED STATES POSTAL SERVICE., THANK YOU. 45*Peter Court;P.D.B6x'638,New Britain,Conn' cCikpt 06050=0638 (860)229-0900*FAX(860)229-0406*Ww' ' w.semacelectric.com Connecticut License No.1031'63 * Massachusetts License No.17035 * Florida License No.EC0001789 SEMAC Fax:8602290406 May 15 2006 10:03 P. 02 i 15 2 0.06-8 4 4 R m HP LnSERJET FHX P- Kati • HP, LE3SERJE3 FkqX 14MAhum ReqOr's Pf Audwity re— Cb4pti---3 Lac?d ... .... 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FF)X p.-4... -Fire Systems, Inc. 203-934-864< 2 ewa, ht%W.vb4 J";qn i 4 I"boo*fiiouoj to L4"ni"rda as-ahown habivq v.*g boogo4d -1-24re, tR:I-�-Chap" were,t4e.e4 op--VLdqc pmparly fit;ktc=Ikze*"id, 1 V2*".2.*abApfAwu s 4 6 9 19 OM6 au that L3kpky) x ire, 'Sybtima' lid Amaval P"d" Dkwt dawagaef Iaa a Pr Copyright NTPA • � - SEMAC Fax 8602290406 May 15 2006 10 04 P. 04 a My 15 2006 8: 45RH HP LRSERJET Fnx May 12: 2O06 1 1:25AM HP LRSERJET FF X C'Qr'04r4kiir9 PEVfc4.s 3Wd Ckmidtsuse 6 ' '—t 31bVR - ( Iarars.Do fnaiGate qL nmr cr doricDs�. •'' '�FBtrsrttitf�s � �v+�y 6u�•a sir e�aau o4�prtAaq cr _ ttteamzac3l�epepl4aas _—i°'�m'sfsr¢7eiJpmr6 '�� :desrllraai are�cocx'a{1 uY+de�.�lL)•a�!�L- {P� —�.3a�QY�912F__•—•c^r C�t!$Ol1IIiQ)1f8 � _ ��diie B�tfY� hmta.�stiar� (Al - Site'irpt6ttemvf"epra I ww.. p F it pr,�d a ....��._...... .»�abpt OP 173,nAre r,7)cr quafttim ezaL.,,Lw eirmi3te oo�waotadlo tfL s3raiam; ' pis wad q o[�eotafimii+¢�c app2i�ee�a+omll4& (�usatttj" Sb� Y dame s �e1 f•2 Ass f0l C7sium •z. Cog��ght�'pA • SEMAC Fax 8602290406 May 15 2006 10:04 P. 05 May 15 2006 8:45FIM HP LASERJET FAX P.5 May 12 2006 11'-2911ii HP LHSERJET FAX P-8 —LZ- IY X Aft,. papa% TV.Adidi,TM. A Sjs"-ki ftibuar* ch -,jerk UL T. (waw isaam 4wagorks 6Yxn ilia xowg mdNsm stuxua(4)aW4- WOW ? May, 12 2006 2: 53PM HP LRSERJET FRX P. 1 4 �PAIP FIRE SYSTEMS, INC. ��� Specializing In Ow design and service of SECURITY,FIRE ALARM, FM-200,CCTV.SOUND&COMMUNICATIONS SYSTEMS UL LISTED CENTRAL STATION REPORTING SERVICE Serving the Industry Since 1966 TELEFAX COVER SHEET Total pages: 5 Including cover page DATE: 05/12/2006 NAME: Walter Summers FAX NO.: 860.644.7280 COMPANY: Fire Marshall Town of S. Winsor LOCATION FROM: BOB WERLAU SUBJECT: BURTON'S GRILL Sir: Attached is a fax copy of the 14FPA-72 for Burton's Grill, located at the Shops @ Evergreen Walk. I know this is a poor copy. As soon as I get the hard copy in hand I will forward it to Sernac so they can fill out section II. If you have any questions please call me. Thank Werlau TWELVE OAKS DUSINESS PARK—375 MORGAN LANE,UNIT 305 WEST HAVEN,CT 06516 PHONE (203)934-9644 - FAX (203)934.9889 Administrative Office: 194 BRADY AVENUE—HAW THORNE,NY 10532—Phone(914)769-8900 ALBANY - HAWTHORNE - SYRACUSE - WEST HAVEN,CT May, 12 2006 2: 53PM HP LRSERJET FAX p. 2 2006-05-12 12:46 >> 912039349889 P 2/5 May 1 i' iwou 1 t : vnnti 11P I RSERJET FAX P, :1 FFli6 Alai►;t�'•r�t2rt, Re:xwd pr('41myfctiurr 1fc4.ra oryrn�r:lr.:i Ua`al>thfl�:_ �Cf mt/j—jt/-Ik Adduu fialM-OICL[:JLJVL rl��!•�KC CSIf•�t/rr-j%x[3r f J1111rr�•:i 4ri P. - w -- •- -'- -_ ^-''- ,7,1 r1f� rblih. -- -- •- ---• :Y IIAbIrtE.lr't':[d:CtJnu:_......_. - G41C,i:,utrilt}ihuut AtUs.::rr.• _.... _—_• - ._.. - _•-• __..-. .. __.. _•^• _•_•' ---. 1. 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F�., p^ F`w,., O C�C U P'4 N C Y ZONE May 18 2006 �'�Fed �I•f. .;q `.:. it This is to certify ttiet' 0$1.q.Q. EVEAGREE :.;Y1x1`SIkSUTT'E�;200.1ERECTEDt,under permit No. 32317 conformqubaCantia �X*.Lo .,thFxequ�remente'"OL' the Connecticut Basic Building coAe- nct ths..�k'o)Angz;r gul or}s.a Qf..itf�e towri,,,.of South Windsor anc gh s ov e r' an t ':., ; .: i F ;ef� prc3 f.p ocdupC at i iyt_ated below Approved for Occtf an iNT.ItIOR FI =t7 ti. � `<' x• P?..CY 7 p .FCt{2'; URTO $ ., Use Group NA Constr. Type NA ... _;... X Official 6l:O`, �y Notice If this certi'f at'e?�,'3s ldst~^ar' d'estrgyed, °duplicate should :> �. be obtained immed�atelgrt � BiYild Department Any change or extension of t e useherein approved requires a new certificate of occupancy. I All FIRE EQUIPMENT Pre-Engineered System Inspection Report FIRE PROTECTION SPECIALIST Date of Service: ' �� UG Time: j� �' J AM PM P.O.Box 9262 D BRISTOL.CT 06011-9262 OFFICE(860)585-8885&FAx(860)589-2225 www.allstatefire.biz Annual/Semi-Annual/Recharge/New System/ Renovation (circle one) Customer{ y/LLoc`a)tion C System Information Name: 0 k 7 0 N J `�'/ P/ Make: Address: / 0 c v E R G R w A y Sp o�� Model: 'C / O City, ST, Zip:-5D 0TY-1 W IN Q_5�0 R GT Size: 4 � Phone: Control Head: Owner/Manager: E T y1 Location of system: G Yes No N/A Yes No N/A 1 System interlocked with building fire alarm. 14 Checked operation of manual release. 2 All tamper seals intact. No evidence of tampering. 15 Checked operation of microswitch. X 3 All appliances properly covered w/correct nozzles. 16 Checked operation of gas valve. CH./ LEC.) 4 Duct(s)&plenum properly covered w/correct nozzles. 17 Piping/conduit securely bracketed. 5 Hood/duct penetrations properly sealed. 18 Nozzles cleaned. 3 6 Grease accumulation: _excessive _heavy normal 19 Proper nozzle caps/covers in place. Oty. 7 Pressure gauge in acceptable range. 20 Exhaust fan in operating condition. 8 Checked cartridge weight. 21 System operational&armed. 9 Cylinder within hydrotest date. Due: 22 Fan warning sign on hood. 10 Inspected cylinder&mount. 23 K-Class fire extinguisher in cooking area. i 11 Checked operation of detection line. ' ' 24 Personnel instructed on manual operation of system. 12 #of Fusible links: 360° L450° _500° other(_') 25 Filters compliant with NFPA96 13 Replaced fusible links. I ki 1 26 System meets U.L.300 standards. Cooking Appliances (left to right): 0 N 1 f10 00 4!JR A4 K (, 064 1 2 /-//a P G R I P. 6 fqc- l lyo Q 6,' 43 UR tivc= Safety Notice: Non-compliant systems may fail to extinguish/supress a fire. Below are non compliant conditions which require immediate attention. All State Fire 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. r /� Comments/Non-Compliance: f / All State Fire Equipment Agent: d�? Date: Customer's Authorized Agent:/_ Date: S �1 CT LIC.#F30042 MA-CR.1097 N FPA Customer Acknowledgement and UL-300 Safety Alert on reverse —Rev.02-12-2005 This report may be forwarded to the local authority having jurisdiction. - - - - .... - -. - - -... ,.:'w}R�'+eT+r,r pgR•q. J0�2^R�!'*•��. eea•w�R__i`-.. ..�.�-� . ALL STATE FIRE EQUIPMENT P.0. Bk)x 9262 - 71 Church A%c 13rutol_CT 0601 1 920 2' Ph:(860)585-998,5 Fav (860)589.225 CT HC}=30042 MA CR 1097 CUSTOMER ACKNOWLEDGEMENT l he cu>toinel- acknowledges that any inspection of a custorer's tore equipment by All State Fire E quipment (ASFE.) is limited to identification of deficiencics that may impede or hamper the intended function of the equipment and that ASFE is .not responsible for, nor capable of. identifying by .inspections, cverN, defect that may adversely affect the systo is perfot•rnance. particularly thou defects of a latent nature, dcf'ects or rrrnissions related to the manufacturei's design and instructions or defects which exist in in.tccessible areas of the system, w-hellier or not such detec•t's existence could have been determined by inspection had the area been accessible at the time of inspection. The customer further acknowled-o-es that it is beyond ASVE's ability Lo determine With any degree of ccrtalnty whether any mire 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 installedi 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 darnage and /Of loss of life to the customer's employees, patrons, gnle t,�. vendors. and/or any ether individuals on the customer's premises where the fire protcCt.ion ecluiprncnt is installcd and that ASFE neither bears nor assumes any responsibility whatsoever for afiv loss or damage resulting from any causes beyond ASFE's reasonable control. including, without limitation, it the lire suppression equipment: Iails to function as intended or expected, is outdated, has been tampered with, altered ()r has been improperly used, repaired or maintained, or if the haz'Ltrd protected by the fire suppression equipment has been altered or chan�(ed. Regardless of all else. ASFI '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 darriages. UL-300 SAFETY ALERT UL-')00 is a design-resting standard for manufacturers of fire suppression systems for commercial cocikinu hazards. which took effect in November of 1994. The previous testing standard was promulgated at a Lillie when the use of animal based cooking fats and oils dominated the commercial cookine industry and at a time when cooking appliances were designed with less thermal efficiency. As a result, the procression to vegetable based cookmU oils create(] hotter burning fires in appliances that held their heat much longer and in effect, systems designed prior to the 11L-300 standard are inadequate to protect a modern commercial cooking hazard. As a result of these changes, if your fire. suppression `!'titer was designed prior to the latest design testing standard for kitchen fire suppression systcnu, Llndenvriter's Laboratories Standard UL-300, in effect since November of 1994, it is unlikely that your system is capable of providing adequate protection from tire, even though that equipment. when initially installed, may have complied with the then applicable code and design standards. ASFE strongly urges (Milers of pre-L!I.-300 systeins to upgrade their systerns 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, ol'a pre- l.11_-300 `v,Lcm. rONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING r 4 'Additional eoplaa of th&form an Lose Prevention Publications-Tra' ava,VaA/i to Insureds/rain; Factory Mutual Engineering ��Resource Center g ng and Research. 1151 Boston-Providence Turnpike,P.O.Box 9102.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 shall 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 comp!y with approving authority's requirements or local ordinances. PROPERTY NAME DATE V11- PROPERTY ADDRESS a Z Q /oo V� ��A/ Svc ACCE BY APPROVING AU ORITY(S)NAMES ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS J EQUIPMENT USED IS APPROVED(IF NO,STATE DEVIATIONS BELOW) YES ❑NO YES ❑NO HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT.' � YES ❑ NO IF NO,EXPLAIN: INSTRUCTIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON PREMISES? YES ❑ NO IF NO, EXPLAIN LOCATION OF SUPPLIES BUILDINGS SYSTEM �A/S MAKE MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING SPRINKLERS + PIPE CONFORMS TO���� �� Z PIPE AND STANDARD �TYEs FITTINGS FITTINGS CONFORM TO _�F�� f� No IF NO,EXPLAIN: STANDARD YES ❑NO ALARM ALARM DEVICE VALVE OR TYPE MAKE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE FLOW MODEL IN. SEC. INDICATOR 1ST— DRY VALVE MAKE MODEL SERIAL NUMBER MAKE MODEL SERIAL NUMBER TIME TO TRIP WATER DRY PIPE THRU TEST PIPE PRESSURE AIR TRIP POINT AIR Time Water OPERATING PRESSURE PRESSURE Reached Test Alan Operated TEST MIN. SEC PSI outlet Proparly WITHOUT PSI PSI MIN. SEC. MIN. SEC. Q.O.D. WITH Q.O.D. IF NO,EXPLAIN: 65A 13.94)FMRC PRINTED!N USA OPERATION: PNEUMATIC ELECTRIC HYDRAULIC PIPING SUPERVISED YES NO PETECTING MEDIA SUPERVISED? YES O NO DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? 0 YES NO DELUGE& IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? 0 YES NO PREACTION IF NO,EXPLAIN: VALVES Does each circuit operate Does each circuit Maximum time to MAKE MODEL supervision loss alarm? operate valve release? operate release YES NO YES NO MIN. SEC. HYDROSTATIC:Hydrostatic tests shalt be made at not less than 200 psi 113.6 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 TEST damage.All aboveground piping leakage shall be stopped. DESCRIPTION PNEUMATIC:Establish 40 psi(2.7 bars)air pressure and measure drop which shall not exceed 1.1/2 psi(0.1 bars)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2 psi(0.1 bars)in 24 hours. ,�TT ALL PIPING HYDROSTATICALLY TESTED AT l� PSI FOR Z Hrs. IF NO.STATE REASON DRY PIPING PNEUMATICALLY TESTED? 0 YES QjNO 111114 EQUIPMENT OPERATES PROPERLY? [3CES (—]NO DRAIN EADING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE. RESIDUAL PRESSURE WITH VALVE IN TEST PIPE TESTS TEST PSI OPEN WIDE PSI Underground mains and lead-in connections to system risers shall be flushed before connection made to sprinkler piping. VERIFIED BY COPY.OF THE FORM NUMBER 858?Q YES �NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING? YES NO BLANK NUMBER USED LOCATIONS NUMBER REMOVED TESTING GASKETS WELDED PIPING? ES NO IF YES....... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9,LEVEL AR-37 '�ZYES ONO WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS DtO.9,LEVEL AR-37 ErYES ONO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY 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? YES ONO HYDRAULIC NAMEPLATE PROVIDED? DATA IF NO,EXPLAIN: rZl YES ONO NAMEPLATE DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: IN REMARKS NAME OF INSTALLING CONTRACTOR F / S .tip 3Z w� H, SIGNATURES WN (Sign TESTS WITNESSED BY • A ir INS A IN AC O 1 ad I e4 L _;2 7�n� UAIF- ADDITIONAL EXPLANAT NO NOTES: 4014 BSA BACK r Chris Dougan - Burtons Grill Page 1 From: Marcia Banach To: Dougan, Chris Date: 1/18/06 3:11 PM Subject: Burtons Grill Burtons Grill is resisting doing some of the facade work that I have told them they need to do, so consequently they have no facade approval from me yet. Please hold off on issuing the building permit until they finish up properly. (I also told them that if they don't want to to what I have suggested, they will need to visit the Planning &Zoning Commission to get facade approval, which will take longer.)Thanks! <S:�1Li Sheldon B. Crosby,AIA Principal Sheldon@lorcarchitects.com LA 8 North Main Street i West Hartford, CT 06107-11�, PC <860> 313-8007 tel ARCHITECTS , L L C <860> 313-8012 fax www.larcarchitects.com L ■ Tel. (860)560-8400 ■ Tel g6o)829-1411 ■ Fax.(960)829-1399 ■ Cell(860)977 7 665 Tom ChemeW, Project Superintendent FORTUNATO ; P°Box Brickyard Lane,Suite 10 ■ Kensington,C1 06037-7294 CONSTRUCTION GROUP 7 3/� Chris Dougan-For Sheldon Crosby: Burtons Grill, South Windsor Page 1 From: Marcia Banach To: info@larcarchitects.com Date: 1/18/06 2:53PM Subject: For Sheldon Crosby: Burtons Grill, South Windsor Please forward this e-mail to Sheldon Crosby. Re: Burton's Grill, South Windsor As we discussed,the exterior elevations submitted for Burtons Grill at Evergreen Walk, South Windsor, are very close to receiving the facade approval necessary for the project to proceed.There are still a few areas of concern, however, including: 1 South elevation(facing Tamarack Ave).There are three identical"panel"areas.Two are receiving glass windows and awnings.The third,closest to Buckland Road, is not.That building side is highly visible; in fact,the first thing that people see as they enter Evergreen Walk.The third panel needs to match the first two glass panels. 2.Screening of rooftop units.As of January 17,the roof will be part of a comprehensive screening plan that will install PVC railing around the perimeter. However, the grill does not appear to be handled by the perimeter screening.An effective screening plan for the grill needs to be developed. 3. Roll-down plastic to extend outdoor dining season.While we are very enthusiastic about Burtons planned outside dining,we are not comfortable with the proposal to use roll-down plastic to extend the season.We will be happy to work with Burtons to find a solution that meets everyone's needs. Once the above items have been satisfactorily addressed,we will be pleased to sign off on the building permit so that the construction may commence. If you have any questions, please contact me. (Note that I will be out of the office from Thursday,January 19 through Tuesday,January 24.) Marcia Banach,AICP Director of Planning Town of South Windsor 1540 Sullivan Ave, South Windsor, CT 06074 860-644-2511 x 253 banach@southwindsor.org www.southvVindsor.org CC: Dougan, Chris r DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Applicaqgkj§jrxebK TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT 1Zg- �3 cc��� 1540 SULLIVAN AVENUE Bldg.Permit# 2 644-2511 ext. 230 Date uilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: too Eveacyae&j WAv $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 WRTON3 �tLL or any fraction thereof Tenant Designation Apt.No. APPLICANT TAE 60cae JE (Smmj8" APPLICANT ADDRESS P. 0. &K 509 8LQQ WAM CT. 0(p od2 APPLICANT PHONE# A0 2,42—ZO SO SOW N SF,q OWNER EVER&Cd ew WALK L.LC OWNER ADDRESS Sol EyatErRsLJ k/A st)//* sa-) " �" c�0UT1I GfJ/NQSOrC CT 0 +� OWNER PHONE Sbo- �f 3 2- 3 399 iti. 1� C = ESTIMATED COST$ S6. 000, QQ _- U s, IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$��0 1� TYPE OF JOB: �SOR.Co __ANew Installation Alteration/Addition/Repair Revised 4/01//2002 r' APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? 'AYES 0 NO ❑RESIDENTIAL (BUSINESS CURRENT USE AND OCCUPANCY RE'51ft4ANT ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL O INSTITUTIONAL ❑FACTORY ENGINEER'S NAME Acd& 6widtnNe &*r PHONE & 65/•If* ❑ STORAGE 0 GARAGE ADDRESS P.O. Box 3 r 1 ❑MIXED USE CITY W• SIM1S" _ Cam, STATE ZIP 0�2 (Other please specify) TYPE OF INSTALLATION_OA I &I N AL SIZE OF MAIN DRAIN 4; NO.OF TOILETS _STYLE S NO.URINALS STYLE d NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES 4 NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE 3N AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND �I T F S#3 _ SINKS ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES P(NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS EWE OR SEPTIC TANK SIZE OF WATER MAIN Z" SIZE OF WATER PIPING&RISER WATER HEATER: TYPE 6�6-rrla MANUFACTURER A•O .Sw mw I M-/So Diagm QMV DESCRIPTION OF WORK &5TMA#jT flUmA146 As ft DaAWI#Jft oAJ rILE. UNDERSIGNEDTHE HrREBY APPLIES 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. "4,.i Zoz oiz �i r CONTRACTORS LICENSE NO. E STATE 4 SIGNATURE OF APPLICANT DATE �Ze CONSUMERSTATE OF CONNECTICUT DEP4RTJIENT OF LE*jS A STE) Bi 1AG a 7 P. O `fu BLbUM{EpLDT`96002 506 h K� SIGNED DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Applic s iereby: BUILDING DEPARTMENT APPR 1540 SULLIVAN AVENUE l Bldg.Permit# 644-2511 ext. 230 Date ding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT /�7 olq,( L APPLICANT ADDRESS d 2 7 APPLICANT PHONE# 84 0 + d 7& - 0077 p W N S F9 OWNER SNLL /ti'1 W S o � OWNER ADDRESS '0 00 OWNER PHONE �"�U 'Z(o — 7 C = ESTIMATED COST$ IS THIS A CONTRACT COST? _Yes —No FEE ENCLOSED$ fI� TYPE OFF JOB: OS R•C0 '✓ New Installation _Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side} TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES 0 NO ❑ RESIDENTIAL BUSINESS ❑ ASSEMBLY CURRENT USE AND OCCUPANCY ❑ MERCANTILE El EDUCATIONAL FUTURE USE AND OCCUPANCY E� ✓�'�s �K-+ ❑ INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD S G✓ d��4'+-�� S�b"`rc+G ) SIZE OF SERVICE Q 0 SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS S REMOTE DISCONNECT REQUIRED? ❑YES,,'Ji�NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE'? SIGNATURE OF APPLICANT DATE C DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Applic whereby: - BUILDING DEPARTMENT APPR 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date ng Inspector Application must be printed or typed FEE SCHEDULE Location of Job: IPnh "re rK 1)rcig— Sr,t,J-r t,Yo $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 13yyoHS Grc�� or any fraction thereof Tenant Designation Apt.No. APPLICANT ZyiLL &,h- (I[�G J �t Inc APPLICANT ADDRESS S. ,.. T 04Y70 APPLICANT PHONE# O W N 3 F,q OWNER OWNER ADDRESS 3 Sryy�Lntcda.� OWNER PHONE arm C - ESTIMATED COST$ �fTC7r� maw IS THIS A CONTRACT COST? Yes _No 4k;C! FEE ENCLOSED$ � ��` 1��5 �� TYPE OF JOB: OR-co -ZNew Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF STEM: TYPE OF BUILDING: �EATING RESIDENTIAL A/C ❑0 COMMERCIAL UKENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC 3`WARM AIR 0 UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) zac) a---) '*1/�1A�-C -`i &2 r-y%a&r GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH)_ TYPE OF FUEL O OIL--GPM OIL TANK LOCATION :❑INSIDE❑OUTSIDE CAPACITY O GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 39 I YO CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT Mt, DAB '�, 9 � 0 C DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT PERMIT# Application is herebbr. TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT �1�7 PROVE 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date li ing Inspector Application must be printed or typed FEE SCHEDULE Location f Job: $0-$1,000=$15.00 [Tenant eet No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Designation Apt.No. APPLICANT APPLICANT ADDRESS � o APPLICANT PHONE# y 0 W N St OWNER -- OWNER ADDRESS - Oi OWNER PHONE All C D ESTIMATED COST$ U� IS THIS A CONTRACT COST? _Yes _No FEE ENCLOSED$ O TYPE OF J .`SO R'C 0 New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES SIDENTIAL BUSINESS IS THIS APPLICATION ASSOCIATED WITH A O ASSEMBLY BUILDING PERMIT APPLICATION? ❑YES ❑NO O MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY O INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY O STORAGE O GARAGE ENGINEER'S NAME PHONE ❑MDG;D 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 O DELETED U ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) O PROFESSIONAL ENGINEER O INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES O NO IF YES,CHECK ALL THAT APPLY: O FIRE ❑BOOSTER O OTHER ARE STANDPIPES PROVIDED? ❑YES O NO IS A SPRINKLER SYSTEM PROVIDED? O YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DES RIPTION OF WORK Z 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. -3 VOwlf CONTRACTORS LICENSE NO TYPE 2STATE SIGNATURE OF APPLICANT DATE J ✓ D DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT Ap licati is hereby: PERMIT# TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPRO 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 l Date Bu ding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: F $0-$1,000=$15.00 treet Lot No. Over$1,000= $15.00 per$1,000or any fraction thereof gnation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT PHONE# / —S SOW N SF�4 OWNER / i✓5i / OWNER ADDRESS OWNER PHONE C ESTIMATED COST$ / IS THIS A CONTRACT OST? Y/e's No (� FEE ENCLOSED$ ZcS TYPE OF JOB: R'CO New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES ❑RESIDENTIAL 10 BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION?BYES ❑NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY [l ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY ❑STORAGE ❑GARAGE ENGINEER'S NAME PHONE ❑MDMD USE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN Z- WATER PRESSURE AT STREET(PSI) 67 ARE SPRINKLER HEADS ALTERED? DYES ❑NO IF YES,CHECK ALL THAT APPLY: PADDED ❑DELETED dALTERED IF MOP THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) 1('//(.6/ ;PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW ;3 WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES JkNO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES ANO IS A SPRINKLER SYSTEM PROVIDED? YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING /DOO GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK /7 1 f�t� ����r I�� per. S y� A2 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 LI ENSE NO. TYPE STATE 00, SIGNATURE OF APPLICANT DATE .3 O� DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Applicatio o BUILDING DEPARTMENT 1540 SULLIVAN AVENUE Bldg.Permit# l%7-/ 644-2511 ext. 230 Date B ing Inspector Application must be printed or typed FEE SCHEDULE Location of Job: V. $0-$1,000=$15.00 FTenantDesignation Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Apt.No. APPLICANT S C rM 4 C— c f h e APPLICANT ADDRESS 120 /�y x (r�, Ni-, CT 060o APPLICANT PHONE# (1(-)6) 22c ` 0000 xf 733 0 W N Se OWNER .3,1 rtl� �t G I OWNER ADDRESS s OWNER PHONE C = ESTIMATED COST$ •� IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ 1� TYPE OF JOB: �SO R COS 'C New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A O RESIDENTIAL BUILDING PERMIT APPLICATION? ❑YES ❑NO O BUSINESS CURRENT USE AND OCCUPANCY !2 r ❑ASSEMBLY ❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY (2,e t r ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE 0 STORAGE O GARAGE ADDRESS U MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD �-7�-( A /cam, U-r ri SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES O NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. ,r/� r( DESCRIPTION OF WORK 11 Y/U1/ � Y1/'e �✓h {��� qS �� �� ..�lrtc � ct'JLc,�..,T[ 'i 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. 10310 / GT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT '— o n 91 DATE Y` 7 - o L, 1 em c ELECTRICAL CONTRACTORS Established 1946 April 5, 2006 Town of South Windsor 1540 Sullivan Ave South Windsor, CT 06074 RE: Burtons Grill - Fire Alarm 100 Evergreen Way— Suite 100 South Windsor, CT 06074 Gentlemen: This correspondence will serve to introduce Joe LaPointe, who will serve as my Agent for Semac Electrical Contractors during the construction of the above referenced project. Please issue the permit application attached. My license number is CT103163, which expires on September 30, 2006. Thank you in advance for your cooperation. Very truly yours, Tho, as M. Scanlon, Vice President TMS/cm Attachment 45 Peter Court, P.O. Box 638, New Britain, Connecticut 06050-0638 (860) 229-0800 • FAX (860) 229-0406 • www.semacelectric.com Connecticut License No. 103163 • Massachusetts License No. 11247A • Florida License No. EC0001789 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereb : TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPRO 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date 'bLLT it i g Inspector nn Application must be printed or typed FEE SCHEDULE Gu r^CovxS �3�. ( Location of Job: 10-0 �/e�a-rem �it ca-y $0-$1,000=$15.00 Street No. treet Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT IG u S SPJJ APPLICANT ADDRESS too APPLICANT PHONE# 90 2 - 3- 3 9 12_ pow N Ste- 9v,e-'c�✓« (,✓f%//c /4- sT`;ftc_OWNER ADDRESS G y/U A�., 11�1�. OWNER PHONE C ESTIMATED COST$ ►mil �' i`, U .� IS THIS A CONTRACT COST? YeesQ�No ,�' #of• FEE ENCLOSED$ �� L TYPE OF JOB: �SOR-C�� New Installation _Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE❑ EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK � l �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. N CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT " DATE U y19 C o G fewci�i'�rr.,. A 'OJL. Install Date: TBD All State Fire Equipment Burton's Grill PO Box 9269 - 71 Church Ave 100 Evergreen Way - Suite 100 Bristol, CT 06011 South Windsor, CT 06074 Micheal Gagnier Keith @ TriMark 860-585-8885 800-556-7338 info@ allstatefi re.biz F30042 r + > . Q s S Q Manual Pull,no wire rope x1 0 0 00 Gas valve x1 cP o 2 x 3.0 Tanks&2-Tank Enclosure Tank&Regulated Actuator 1.5 Tank&Regulated Release page 1 of 6 Install Date: TBD All State Fire Equipment Burton's Grill PO Box 9269 - 71 Church Ave 100 Evergreen Way - Suite 100 Bristol, CT 06011 South Windsor, CT 06074 Micheal Gagnier Keith @ TriMark 860-585-8885 800-556-7338. info@allstatefire.biz F30042 Hood # 33 20 h.10 in, IMM! Or 84 in.x 24 ln, � 2 Oven (no hazard) P-Ve Wa*Vs 36 In.x 24 in, Flow Summary: Coverage Overall Dimensions Nozzle Flows j Nozzle Location Hood:Single Bank 84 x.54 in. 1 N 1 0-4 in.from filter face,center of height dimension,aimed down filter length. Duct:Square 20 x 10 in. 2W 2 2-8 in.into center of duct opening,aimed up Range:6 burners 38 x 30 in. 1Fx3 3 40 in.-48 in.,front edge of burner,nozzle flats parallel With burner front-to See Note 2 Total Flow Points 6 page 2 of 6 1U.IMSUL. Install Date: TBD All State Fire Equipment Burton's Grill PO Box 9269 - 71 Church Ave 100 Evergreen Way - Suite 100 Bristol, CT 06011 South Windsor, CT 06074 Micheal Gagnier Keith @ TriMark 860-585-8885 800-556-7338 info@allstatefire.biz F30042 Hood # 73 ! N ,. ,, ., 20n■10K 1e8RY24 ! i„ i i• �s M t `t e � `T ws■ 20RY1OYL ,� t 1 ! t f 120 24 /Fryw1,14b-19■L I Fry u■1.14■L■19 rL IYI 1Fry 1.4 14 in Y 19h 6rid9L plan 49nYM. j; r---� R h 124.15 Tatl■' (ro�md) 96V■9n1Y,9■ �3S iLsY24h 3 . 2. 12 bOlf■Ita11V 4ftl , . , ■ it 1 ,�,.K fit,.32n 36lr9�VL 9en■z4rL Flow Summary: Coverage Overall Dimensions Nozzle Flows Nozzle Location Hood:Single Bank 120 x 54 in. 1 N 1 04 in.from filter face,center of height dimension,aimed down filter length. Hood:Single Bank 168 x 54 in. IN x2 2 04 in.from filter face,center of height dimension,aimed down filter length. Duct Square 20 x 10 in. 2W 2 2-8 in.into center of dud opening,aimed up Dud:Square 20 x 10 in. 2W 2 2-8 in.into center of dud opening,aimed up Range:6 bumers 38 x 30 in. IF x3 3 40 in.-48 in.,front edge of burner,nozzle flats parallel with bumer front-to See Note 4 Range:6 bumers,obstruction 38 x 30 in. 290 x2 4 15 in.-20 in.,2 290 nozzles,opposite sides,each 0-1.5 in.from edge and 0-2 See Note 5 Salamander Broiler 36 x 18 in. MN x2 1 One nozzle above the grate,pointed at back opposite comer.Other nozzle point See Note 6 Char Broiler 74 x 30 in. 1 N x2 2 15 in.-40 in.,alongfwbin perimeter,aimed at center Griddle 50 x 30 in. 260 2 30 in.-SO in.,0-2 in.inside perimeter,aimed at center Fryer.1 vat 16 x 24 in. 3N 3 21 in.-34 in.,(34 in.diagonal dist.to hazard center)along/within perimeter,aimed at center Fryer.1 vat 16 x 24 in. 3N 3 21 in.-34 in.,(34 in.diagonal disc to hazard center)along/within perimeter,aimed at center Fryer.1 vat 16 x 24 in. 3N 3 21 in.-34 in.,(34 in.diagonal disc to hazard center)along/within perimeter,aimed at center Total Flow Points 28 page 3 of 6 Ift.1ANSUL.1 Install Date: TBD All State Fire Equipment Burton's Grill PO Box 9269 - 71 Church Ave 100 Evergreen Way - Suite 100 Bristol, CT 06011 South Windsor, CT 06074 Micheal Gagnier Keith @ TriMark 860-585-8885 800-556-7338 info@allstatefire.biz F30042 Notes Project Notes: 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 grease seals. UL# 21-09 Manual Pull Station to be located in the path of egress 42"-48" from floor. 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. Hood # 33: Note 1 => Range: 6 burners:Additional nozzle combinations are possible for this range. Please refer to the manual. Note 2 => Nozzle: 1 F x3: (Range: 6 burners) nozzle position: 40 in:48 in., front edge of burner, nozzle flats parallel with burner front-to-rear centerline, aimed at center Hood # 73: Note 3 => Range: 6 burners:Additional nozzle combinations are possible for this range.Please refer to the manual. Note 4 => Nozzle: 1 F x3: (Range: 6 burners) nozzle position: 40 in:48 in., front edge of burner, nozzle flats parallel with burner front-to-rear centerline, aimed at center Note 5 => Nozzle: 290 x2: (Range: 6 burners, obstruction) nozzle position: 15 in.-20 in., 2 290 nozzles, opposite sides, each 0- 1.5 in. from edge and 0-2 in. from longitudinal centerline, aimed with 45°angle at longitudinal centerline Note 6 => Nozzle: 1/2N x2: (Salamander Broiler) nozzle position: One nozzle above the grate, pointed at back opposite corner. Other nozzle pointed down into center of drip pan. page 4of6 SUPPRESSIONFIRE let ANSUL® DATA/SPECIFICATIONS • FEATURES • 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 APPLICATION The Ansul R-102 Restaurant Fire Suppression System is an automatic,pre-engineered,fire suppression system designed to protect the following areas associated with cooking equipment;ventilating equipment including hoods,ducts,plenums,and � filters;fryers;griddles and 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 regulated release and tank assemblies must be mounted in an area where the air temperature will not fall below 32 IF(0°C)or 004212 exceed 130 OF(54°C).The system must be • designed and installed within the guidelines of the UIJULC Listed Design, Installation, Recharge,and Maintenance Manual. SYSTEM DESCRIPTION The restaurant fire suppression system is a pre- A system owner's guide is available containing basic information engineered,wet chemical,cartridge-operated, regulated pressure type pertaining to system operation and maintenance.A detailed technical with a fixed nozzle agent distribution network. It is listed with manual is also available including system description,design, ► Underwriters Laboratories, Inc.(UL/ULC). installation,recharge,and maintenance procedures,plus additional equipment 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 chemical storage tank housed within a single enclosure.Nozzle blow-off caps,detectors,cartridges,agent,fusible links,and pulley elbows are supplied in separate packages in the quantities needed for fire suppression 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 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 0oa2,e numbers. The system is capable of automatic detection and actuation and/or remote manual actuation.Additional equipment is available for mechanical or electrical gas line shut-off applications. The detection portion of the fire suppression system allows for automatic 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. COMPONENT DESCRIPTION Wet Chemical Agent—The extinguishing agent is a mixture of organic salts designed for rapid flame knockdown and foam securement of grease related fires.It is available in plastic containers with instructions for wet chemical handling and usage. Agent Tank—The agent tank is installed in a • stainless steel enclosure or wall bracket.The tank is constructed of stainless steel. Tanks are available in two sizes: 1.5 gallon 1 (5.7 L)and 3.0 gallon(11.4 Q.The tanks have a working pressure of 100 psi(6.9 bar),a test pressure of 300 psi(20.7 bar),and a minimum burst pressure of 600 psi(41.4 bar). 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 OW13 a bursting disc seal which prevents the siphoning of agent up the pipe during extreme SPECIFICATIONS 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 capacity of the gas cartridge used. It contains a factory installed regulator deadset at 100 psi(6.9 bar)with an internal relief of 1.0 GENERAL approximately 145 psi(10.0 bar). It has automatic actuation capabilities 1.1 References by a fusible link detection system and remote manual actuation by a mechanical pull station. 1.1.1 Underwriters Laboratories, Inc. (UL) 1.1.1.1 UL Standard 1254 The regulated release mechanism contains a release assembly, 1.1.1.2 UL Standard 300 regulator,expellant gas hose,and agent storage tank housed in a stainless steel enclosure with cover.The enclosure contains knock-outs 1.1.2 Underwriters Laboratories of Canada(ULC) for 1/2 in.conduit.The cover contains an opening for a visual status 1.1.2.1 ULC/ORD-C 1254.6 indicator. 1.1.3 National Fire Protection Association(NFPA) It is compatible with mechanical gas shut-off devices;or,when 1.1.3.1 NFPA 96 equipped with a field or factory-installed switch,it is compatible with 1.1.3.2 NFPA 17A electric gas line or appliance shut-off devices. 1.2 Submittals • Regulated Actuator Assembly—When more than two agent tanks are 1.2.1 Submit two sets of manufacturer's data sheets required,the regulated actuator is available to provide expellant gas for 1.2.2 Submit two sets of piping design drawings additional tanks.It is connected to the cartridge receiver outlet of the regulated release mechanism providing simultaneous agent discharge. 1.3 System Description It contains a regulated actuator deadset at 100 psi(6.9 bar)with an 1.3.1 The system shall be an automatic fire suppression internal relief of approximately 145 psi(10.0 bar).It has automatic system using a wet chemical agent for grease related actuation capabilities by a fusible link detection system and remote fires. manual actuation by a mechanical pull station. 1.3.2 The system shall be capable of suppressing fires in The regulated actuator assembly contains a regulated actuator, the following areas associated with cooking regulator,expellant gas hose,and agent tank housed in a stainless equipment:ventilating equipment including hoods, steel enclosure with cover.The enclosure contains knockouts to permit installation of the expellant gas line. ducts,plenums,and filters;fryers;griddles and range � tops;upright,natural charcoal,or chain-type broilers; Discharge Nozzles—Each discharge nozzle is tested and listed with electric,lava rock,mesquite or gas-radiant char- the R-102 system for a specific application.Nozzle tips are stamped broilers. with the flow number designation(112, 1,2,and 3).Each nozzle must 1.3.3 The system shall be the pre-engineered type having have a metal or rubber blow-off cap to keep the nozzle tip orifice free of minimum and maximum guidelines established by the cooking grease build-up. manufacturer and listed by Underwriters Laboratories, Inc.(UL). APPROVALS 1.3.4 The system shall be installed and serviced by Applicable Standards:ULI listed under EX-3470;ULC listed under personnel trained by the manufacturer. CEX-747; meets requirements of NFPA 96(Standard for the Installation 1.3.5 The system shall be capable of protecting cooking of Equipment for the Removal of Smoke and Grease-Laden Vapors appliances by utilizing either dedicated appliance from Commercial Cooking Equipment); NFPA 17A(Standard on Wet protection and/or overlapping appliance protection. Chemical Extinguishing Systems). 1.4 Quality Control 1.4.1 Manufacturer:The R-102 Restaurant Fire Suppression ORDERING INFORMATION System shall be manufactured by a company with at Order all system components through your local authorized Ansul least thirty years experience in the design and Distributor. manufacture of pre-engineered fire suppression systems.The manufacturer shall be ISO 9001 registered. 1.4.2 Certificates:The wet 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. 1.0 GENERAL(Continued) 2.2.6 Discharge Nozzles:Each discharge nozzle shall be 1.5 Warranty,Disclaimer,and Limitations tested and listed with the R-102 system for a specific application.Nozzles tips shall be stamped with the flow 1.5.1 The pre-engineered restaurant fire suppression system number designation(1/2, 1,2,and 3).Each nozzle components shall be warranted for five years from date shall have a metal or rubber blow-off cap to keep the of delivery against defects in workmanship and nozzle tip orifice free of cooking grease build-up. material. 2.2.7 Distribution Piping:Distribution piping shall be Schedule • 1.6 Delivery 40 black iron,chrome-plated,or stainless steel pipe 1.6.1 Packaging:All system components shall be securely conforming to ASTM A120,A53,or A106. packaged to provide protection during shipment. 2.2.8 Detectors:The detectors shall be the fusible link style 1.7 Environmental Conditions designed to separate at a specific temperature. 1.7.1 The R-102 system shall be capable of operating in a 2.2.9 Cartridges:The cartridge shall be a sealed steel temperature range of 32 OF to 130 OF(0°C to 54°C). pressure vessel containing either carbon dioxide or nitrogen gas.The cartridge seal shall be designed to be 2.0 PRODUCT punctured by the releasing device supplying the required pressure to expel wet chemical agent from the 2.1 Manufacturer storage tank. 2.1.1 Ansul Fire Protection,One Stanton Street,Marinette, Wisconsin 54143-2542,Telephone(715)735-7411. 3.0 IMPLEMENTATION 2.2 Components 3.1 Installation 2.2.1 The basic system shall consist of an ANSUL 3.1.1 The R-102 fire suppression system shall be designed, AUTOMAN regulated release assembly which includes installed,inspected,maintained,and recharged in a regulated release mechanism and a wet chemical accordance with the manufacturer's listed instruction storage tank housed within a single enclosure.Nozzles, manual. blow-off caps,detectors,cartridges,agent,fusible links, and pulley elbows shall be supplied in separate 3.2 Training packages in the quantities needed for fire suppression 3.2.1 Training shall be conducted by representatives of the system arrangements.Additional equipment shall manufacturer. include remote manual pull station,mechanical and electrical gas valves,pressure switches,and electrical switches for automatic equipment and gas line shut-off. 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 available in two sizes;1.5 gallon(5.7 L)and 3.0 gallon (11.4 L).The tanks shall have a working pressure of 100 psi(6.9 bar),a test pressure of 300 psi(20.7 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 100 psi(6.9 bar)with an internal relief of approximately 145 psi(10.0 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 enclosure 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. 2.2.5 Regulated Actuator Assembly:When more than two agent tanks are required,the regulated actuator shall be available to provide expellant gas for additional tanks.It shall be connected to the cartridge receiver isoutlet of the regulated release mechanism providing simultaneous agent discharge.The regulator shall be deadset at 100 psi(6.9 bar)with an internal relief of approximately 145 psi(10.0 bar).The regulated actuator assembly shall contain a regulated actuator,regulator, expellant gas hose,and agent tank housed in a stainless steel enclosure with cover.The enclosure shall contain knockouts to permit installation of the expellant gas line. • • • ANSUL INCORPORATED.ONE STANTON STREET. MARINETTE.WI 54143-2542 715-735-7411 Form No.F-2004004-1 C2004 Ansul Incorporated Litho in U.S.A. FIRE PROTECTION LIS*, P r,ONTRACTOR ROGEkljjbAgTq RJR 40$"Ji S Tz l, `Y: PLAI`\NVILI. `t 066 2 LIC REG NQ;::_....:.:..w,...' !E IVE^f;_f.... ..__. EXPIRE 40681 a;d�/14/26� Et? �'10731/2006 °tru SIGNED ��i- HFP Corporation 32 Char Drive Westfield,MA 01085 Tel:(800)888-5197 Tel:(413)5684709 Fax:(413)562-7298 www.hfps nkler.cotn To: Town of South Windsor South Windsor,CT Attn.: Building Official Re: Application for Permit HFP Job # 05-4916 Gentlemen, In accordance with Public Act 91-95,this letter authorizes the below named agent to sign the above referenced application of William J. Rhodes. Fire Sprinkler Contractor: HFP Fire Sprinkler, Inc. 32 Char Drive Westfield, MA,01085 Project Name: Burtons Grill Location: 100 Evergreen Way South Windsor,CT Starting Date: 3/27/06 Authorized Agent: Paul J. Urso you for your coo 4L# J HFP Fire Sprinkler,Inc. / HFP Fire Protection Services,Inc. / HFP Residential Fire Sprinkler Integrated Fire Suppression&Control Systems Offices Uwated at- 1000 Old County Circle#112,Windsor Locks,CT 06096 6 Airport Road,Hopedale,MA 01047 (8M)932-1413 /(960)627-6490 /(960)627-6459 Fax (8M)792-6555 /(509)478-8080 / (508)479-7070 Fax MA License#:1519 CT License#:11494 RI License#:00000053 VT License#:B-5876 MA F.A.License#:1067C Cr F.A.License#:ELC 105916-L5 III PAUL URSO,ET Project Manager 6 Airport Road Im Hopedale, MA 01747 HFP Corporation Tel:(413) 568-4709 Tel: (800) 888-5197 MA Lic# 1519 Fax:(413)562-7298 Web:M b:www.hfp CET#90352 piu@hfpsprinkier.com Level III Integrated fire suppression&control systems I Y .w«....n----w.r—w....w—....r...r-------....w.w----.vr....r--.'------.w.....Mww..w.r—.w..e.r---.w........—w--.rw.w...•rwr....-----w.. — 11....11 F;;!!...11...11:: II 100 EVERGREEN WAY SOUTH WINDSOR CT •::Li: n...11il:::a,u'ull :'n:. '•Il::.:"II::.:+I�:::h+c::al if::ii{;yu,+•t HFP FIRE SPRINKLER 32 CHAR DRIVE WESTFIELD, MA. 01085 ____________________________________w_____.._-_-______________M_-_______--_______ Design Specifications Water Supply Information System Demand --------------------- -------------------------- ------------- Density Z 0.100 67.00 psi @ 0.00 gpm 29.94 psi Design Area: 1050.00 60.00 psi @ 1000.00 gpm @ 370.4 gpm II._:11+I!: !:II'11'll.r:ll. il..p,I::::II ,�!i....lit'.11-11 I1:, ...:ell II'll'II .....!!II ":t::.. .. 'll• !!::::I .... ::li.. +li..... '!!.. ... .i: ..I, ,r.:1. f: "!!:: I::1 il" •w..d+.. ..t, .:, x:::ll� '+: ... ::tl.. Notes: _._..........,,...._..,._..._.._.._.,..._.._....._._......................_...._......_,....._...._..W_.._._..,....._.............._.....,_.,r...,........_._.—_......._,......._..—..,.......w.....,...,,..._.--............._...w...,— DR G� South k%lindsor BUILDING DEPARTMENT u0. ,00025 �. �i(OF ONNFCrl(MM �y JAMES M.LAWRENCE List of Fitting Abbreviations Example: "E2TC" = one Std_ Elbow, two Std. Tee and one Check Va Code:Description Code:Description Code:Description Code:Description A : Alarm Va H : 0 : V B : Butt'flyVa I : P : W C : Check Va ,7 Q X D : DryPipeVa K : R : Y E : Std, Elbow L : LongTurnEl S : Z F : Deluge Va,_ M : T : Std. Tee G : Gate Va N : U Calcs By: DBLAKE Checked:__",____ 10/22/2006 Page: 1 Ser:*310156* Hvnercal n Prnnrnm by r`rnt..tl cav na,ci nn r_rr,t i. 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Length Fitting Length Total Pf/ft Diam C Flow fps 14.50 A01 « 48.1 << 13.71 0.00 0.00 13.71 A02 14.50 1.00 1.00 0.003 3.260 120 48.1 1.8 14.50 A01 >> 48.1 » 13.71 -1.31 0.00 12.40 801 14.50 4.00 ET 12.00 16.00 0.082 1.610 120 48.1 7.6 14.50 A02 « 125.8 << 13.71 0.20 0.00 13.92 A03 14.50 13.00 13.00 0.016 3.260 120 125.8 4.8 14.50 A02 » 77.7 >> 13.71 -4.65 0.00 9.07 T08 14.50 19.00 T 9.90 28.90 0.161 1.682 120 77.7 11.2 14.50 A03 << 204.1 « 13.92 0.15 0.00 14.07 A04 14.50 4.00 4.00 0.038 3.260 120 204.1 7.8 14.50 A03 » 78.3 » 13.92 -4.71 0.00 9.21 T13 14.50 19.00 T 9.90 28.90 0.163 1.682 120 78.3 11.3 14.50 A04 << 270.4 << 14.07 1.55 0.00 15.62 A05 14.50 4.00 T 20.16 24.16 0.064 3.260 120 270.4 10.4 14.50 A04 » 66.3 >> 14.07 -3.86 0.00 10.21 T17 14.50 18.00 T 8.00 26.00 0.148 1.610 120 66.3 10.4 14.50 A05 << 270.4 << 15.62 6.24 0.00 21.87 A06 14.50 50.00 2ET8 47.04 97.04 0.064 3.260 120 270.4 10.4 14.50 A06 << 270.4 « 21.87 0.51 0.00 22.38 A07 14.50 3.00 T 26.33 29.33 0.017 4.260 120 270.4 6.1 14.50 A07 « 270.4 << 22.38 0.28 0.00 22.66 RT1 14.50 7.00 E 8.95 15.95 0.017 4.260 120 270.4 6.1 14.50 801 >> 48.1 >> 12.40 -3.21 0.00 9.19 T03 14.50 12.50 T 6.00 18.50 0.174 1.380 120 48.1 10.3 5.00 RBI << 270.4 « 27.57 5.76 0.87 34.19 R82 3.00 250.00 250.00 0.023 4.026 120 270.4 6.8 5.00 RBI >> 270.4 >> 27.57 -0.78 -4.12 22.66 RT1 14.50 10.00 CG 24.00 34.00 0.023 4.026 120 270.4 6.8 3.00 RB2 « 270.4 « 34.19 0.09 1.30 35.58 RB3 0.00 2.00 G 2.00 4.00 0.023 4.026 120 270.4 6.8 0.00 RB3 << 370.4 << 35.58 0.73 0.00 36.31 U01 0.00 110.00 LEGT 73.43 183.43 0.004 6.140 140 370.4 4.0 11.33 SO1 << 14.8 << 7.00 0.62 -1.37 6.24 TO1 14.50 3.25 T 5.00 8.25 0.075 1.049 120 14.8 5.5 11.33 502 << 15.8 « 7.97 0.70 -1.37 7.29 T02 14.50 3.25 T 5.00 8.25 0.084 1.049 120 15.8 5.9 11.33 S03 << 17.5 << 9.73 0.84 -1.37 9.19 T03 14.50 3.25 T 5.00 8.25 0.101 1.049 120 17.5 6.5 12.50 SO4 « 15.1 « 7.28 1.09 -0.87 7.50 T04 14.50 5.00 2ET 9.00 14.00 0.078 1.049 120 15.1 5.6 12.50 S05 << 15.2 << 7.31 1.13 -0.87 7.58 T05 14.50 5.50 2ET 9.00 14.50 0.078 1.049 120 15.2 5.6 12.50 S06 << 15.4 << 7.60 0.97 -0.87 7.70 T06 14.50 5.00 ET 7.00 12.00 0.081 1.049 120 15.4 5.7 12.50 S07 << 15.5 << 7.64 1.26 -0.87 8.03 T07 14.50 6.50 2ET 9.00 15.50 0.081 1.049 120 15.5 5.7 12.50 S08 « 16.5 << 8.66 1.27 -0.87 9.07 T08 14.50 5.00 2ET 9.00 14.00 0.091 1.049 120 16.5 6.1 12.50 S09 « 15.3 << 7.42 1.06 -0.87 7.61 T09 14.50 4.50 2ET 9.00 13.50 0.079 1.049 120 15.3 5.6 12.50 S10 << 15.2 << 7.40 1.16 -0.87 7.69 T10 14.50 5.75 2ET 9.00 14.75 0.079 1.049 120 15.2 5.6 12.50 S11 << 15.6 << 7.74 0.94 -0.87 7.82 T11 14.50 4.50 ET 7.00 11.50 0.082 1.049 120 15.6 5.8 12.50 S12 << 15.6 << 7.75 1.27 -0.87 8.16 T12 14.50 6.50 2ET 9.00 15.50 0.082 1.049 120 15.6 5.8 12.50 S13 << 16.6 « 8.78 1.29 -0.87 9.21 T13 14.50 5.00 2ET 9.00 14.00 0.092 1.049 120 16.6 6.1 12.50 S14 << 15.6 « 7.78 0.68 -0.87 7.59 T14 14.50 3.25 T 5.00 8.25 0.082 1.049 120 15.6 5.8 12.50 S15 << 16.1 « 8.24 0.72 -0.87 8.08 T15 14.50 3.25 T 5.00 8.25 0.087 1.049 120 16.1 6.0 12.50 S16 « 16.7 « 8.90 0.77 -0.87 8.81 T16 14.50 3.25 T 5.00 8.25 0.093 1.049 120 16.7 6.2 12.50 S17 << 17.9 « 10.21 0.87 -0.87 10.21 T17 14.50 3.25 T 5.00 8.25 0.106 1.049 120 17.9 6.6 14.50 TO1 « 14.8 « 6.24 1.05 0.00 7.29 T02 14.50 14.00 14.00 0.075 1.049 120 14.8 .5.5 14.50 T02 << 30.6 « 7.29 1.90 0.00 9.19 T03 14.50 19.25 2E 6.00 25.25 0.075 1.380 120 30.6 6.6 14.50 T04 << 15.1 << 7.50 0.08 0.00 7.58 T05 14.50 10.00 10.00 0.008 1.682 120 15.1 2.2 14.50 T05 << 30.3 << 7.58 0.13 0.00 7.70 T06 14.50 4.50 4.50 0.028 1.682 120 30.3 4.4 14.50 T06 << 45.7 << 7.70 0.33 0.00 8.03 T07 14.50 5.50 5.50 0.060 1.682 120 45.7 6.6 14.50 T07 << 61.2 « 8.03 1.03 0.00 9.07 TOS 14.50 10.00 10.00 0.103 1.682 120 61.2 8.8 14.50 T09 << 15.3 << 7.61 0.08 0.00 7.69 T10 14.50 10.00 10.00 0.008 1.682 120 15.3 2.2 14.50 T10 << 30.5 << 7.69 0.13 0.00 7.82 T11 14.50 4.50 4.50 0.028 1.682 120 30.5 4.4 14.50 T11 << 46.1 « 7.82 0.34 0.00 8.16 T12 14.50 5.50 5.50 0.061 1.682 120 46.1 6.6 14.50 T12 << 61.7 « 8.16 1.05 0.00 9.21 T13 14.50 10.00 10.00 0.105 1.682 120 61.7 8.9 14.50 T14 « 15.6 << 7.59 0.49 0.00 8.08 T15 14.50 6.00 6.00 0.082 1.049 120 15.6 5.8 14.50 T15 << 31.7 << 8.08 0.72 0.00 8.81 T16 14.50 9.00 9.00 0.080 1.380 120 31.7 6.8 14.50 T16 « 48.4 « 8.81 1.41 0.00 10.21 T17 14.50 8.00 8.00 0.176 1.380 120 48.4 10.4 0.00 U01 << 370.4 << 36.31 0.06 -3.25 33.12 UO2 7.50 325.00 ET 122.87 447.87 0.000 12.24 140 370.4 1.0 7.50 UO2 « 370.4 << 33.12 0.07 -3.25 29.94 UO3 15.00 400.00 EGT 131.35 531.35 0.000 12.24 140 370.4 1.0 Calcs By: DBLAKE Checked:___ - 1O/22/2OO6 Page: 3 Ser:*3.1.0156* HvDercalc Proaram by Crowlev Desian Groun_ Path Summary Printout for BURTONS GRILL. Job No:06-4916 SEATING AREA 10/'22/'2006 System:1 Drawing:FP1 !!::::Ii i:::ll."II::.. il•..11 II"'•!!tl;:::li .:.II... !I'••i!'.qii::!:II'll'If rt:::;U..!!::.: I;�:!' "II::.:q::::li �::;i: 11...11 "I. 'I. ..II...41,p. Principal path Feeds Path:2 at Pt:T02, Path:3 at Pt:T03, Path:4 at Pt:A02, Path:9 at Pt:A03, Path:14 at Pt:A04 ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total FrictAoss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ (C:120) 501 11.33 7.00 7.00 5.60 14.8 14.8 5.49 1.049 3.25 T 5.00 8.25 0.075 0.62 -1.37 (-3.17 ) 6.24 TO1 TO1 14.50 6.24 b.24 14.8 5.49 1.049 14.00 14.00 0.075 1.05 7.29 T02 T02 14.50 7.29 7.29 15.8 30.6 6.55 1.380 19.25 2E 6.00 25.25 0.075 1.90 9.19 T03 T03 14.50 9.19 9.19 17.5 48.1 10.29 1.380 12.50 T 6.00 18.50 0.174 3.21 12.40 801 801 14.50 12.40 12.40 48.1 7.56 1.610 4.00 ET 12.00 16.00 0.082 1.31 13.71 A01 A01 14.50 13.71 13.71 48.1 1.84 3.260 1.00 1.00 0.003 0.00 13.71 A02 A02 14.50 13.71 13.71 77.7 125.8 4.82 3.260 13.00 13.00 0.016 0.20 13.92 A03 A03 14.50 13.92 13.92 78.3 204.1 7.82 3.260 4.00 4.00 0.038 0.15 14.07 A04 A04 14.50 14.07 14.07 66.3 270.4 10.37 3.260 4.00 T 20.16 24.16 0.064 1.55 15.62 A05 A05 14.50 15.62 15.62 270.4 10.37 3.260 50.00 2ET8 47.04 97.04 0.064 6.24 21.87 A06 A06 14.50 21.87 21.87 270.4 6.07 4.260 3.00 T 26.33 29.33 0.017 0.51 22.38 A07 A07 14.50 22.38 22.38 270.4 6.07 4.260 7.00 E 8.95 15.95 0.017 0.28 22.66 RT1 RTI 14.50 22.66 22.66 270.4 6.80 4.026 10.00 CG 24.00 34.00 0.023 0.78 4.12 ( 9.50 )27.57 RBI RBI 5.00 27.57 27.57 270.4 6.80 4.026 250.00-,V 250.00 0.023 5.76 0.87 ( 2.00 )34.19 R82 R82 3.00 34.19 34.19 270.4 6.80 4.026 2.00 G 2.00 4.00 0.023 0.09 1.30 ( 3.00 )35.58 RB3 (C:140) RB3 35.58 35.58 100.0 370.4 4.00 6.140 110.00 LEGT 73.43 183.43 0.004 0.73 36.31 U01 U01 36.31 36.31 370.4 1.01 12.24 325.00 ET 122.87 447.87 0.000 0.06 -3.25 (-7.50 )33.12 UO2 UO2 7.50 33.12 33.12 370.4 1.01 12.24 400.00 EGT 131.35 531.35 0.000 0.07 -3.25 (-7.50 )29.94 UO3 UO3 15.00 29.94 AAAAA Path K--Factor = 67.70 �,G'C�Lovi PRrv�?•TieR Fed by path No.l -------------------------------- ------- --- Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) S02 11.33 7.97 7.97 5.60 15.8 15.8 5.85 1.049 3.25 T 5.00 8.25 0.084 0.70 -1.37 (-3.17 ) 7.29 T02 T02 14.50 7.29 Path K-Factor = 5.86 Calcs E3y:DBLAKE Checked By:....... Page: P-01 Ser:*310156* Hypercalc Program by Crowley Design Group, (215)--337--7060 Path Summary Printout for BURTONS GRILL Job No:06--4916 SEATING AREA 10/22/2006 System:l Drawing:FP1 Fed by path No.l ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. length Summary length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ (C:120) S03 11.33 9.73 9.73 5.60 17.5 17.5 6.47 1.049 3.25 T 5.00 8.25 0.101 0.84 -1.37 (-3.17 ) 9.19 T03 T03 14.50 9.19 """" A AAAA Path K--Factor = 5.76 Fed by path No.l Feeds Path:S at Pt:T05, Path:6 at Pt:T06, Path:7 at Pt:T07, Path:8 at Pt:T08 --------=--------------------------------------------------------------------------------------------------------------------- Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) SO4 12.50 7.28 7.28 5.60 15.1 15.1 5.60 1.049 5.00 2ET 9.00 14.00 0.078 1.09 -0.87 (-2.00 ) 7.50 T04 T04 14.50 7.50 7.50 15.1 2.18 1.682 10.00 10.00 0.008 0.08 7.58 T05 T05 14.50 7.58 7.58 15.2 30.3 4.36 1.682 4.50 4.50 0.028 0.13 7.70 T06 TO6 14.50 7.70 7.70 15.4 45.7 6.58 1.682 5.50 5.50 0.060 0.33 8.03 T07 T07 14.50 8.03 8.03 15.5 61.2 8.81 1.682 10.00 10.00 0.103 1.03 9.07 T08 T08 14.50 9.07 9.07 16.5 77.7 11.19 1.682 19.00 T 9.90 28.90 0.161 4.65 13.71 A02 A02 14.50 13.71 AAAAAA Path K-Factor = 20.98 II'..tl a"'•a Q::::h ��:::�� Fed by path No.4 ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) S05 12.50 7.31 7.31 5.60 15.2 15.2 5.61 1.049 5.50 2ET 9.00 14.50 0.078 1.13 -0.87 (-2.00 ) 7.58 T05 T05 14.50 7.58 AAAAA Path K--Factor = 5.51 Calcs By:DCLAKE Checked 6y:._.__.w..-...w. Page: P-02 Ser:*310156* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for BURTONS GRILL Job No:O6-4916 SEATING AREA 10/22/2006 System:l Drawing:FP1 Fed by path No.4 -- -- ---- - - ------------------------------------------------------------------------------------- Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) S06 12.50 7.60 7.60 5.60 15.4 15.4 5.72 1.049 5.00 ET 7.00 12.00 0.081 0.97 -0.87 (-2.00 ) 7.70 T06 T06 14.50 7.70 """""" Path K-Factor = 5.57 Fed by path No.4 ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) S07 12.50 7.64 7.64 5.60 15.5 15.5 5.74 1.049 6.50 2ET 9.00 15.50 0.081 1.26 -0.87 (-2.00 ) 8.03 T07 T07 14.50 8.03 """" AAAAA Path K--Factor = 5.47 Fed by path No.4 ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. length Summary length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) S08 12.50 8.66 8.66 5.60 16.5 16.5 6.10 1.049 5.00 2ET 9.00 14.00 0.091 1.27 -0.87 (-2.00 } 9.07 T08 T08 14.50 9.07 """""" """"" Path K--Factor = 5.418 Fed by path No.1 Feeds Path:10 at Pt:T10, Path:11 at Pt:T11, Path:12 at Pt:T12, Path:13 at Pt:T13 ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ (C:120) S09 12.50 7.42 7.42 5.60 15.3 15.3 5.65 1.049 4.50 2ET 9.00 13.50 0.079 1.06 -0.87 (-1.00 } 7.61 T09 T09 14.50 7.61 7.61 15.3 2.20 1.682 10.00 10.00 0.008 0.08 7.69 T10 T10 14.50 7.69 7.69 15.2 30.5 4.39 1.682 4.50 4.50 0.028 0.13 7.82 T11 T11 14.50 7.82 7.82 15.6 46.1 6.64 1.682 5.50 5.50 0.061 0.34 8.16 T12 T12 14.50 8.16 8.16 15.6 61.7 8.88 1.682 10.00 10.00 0.105 1.05 9.21 713 T13 14.50 9.21 9.21 16.6 78.3 11.27 1.682 19.00 T 9.90 28.90 0.163 4.71 13.92 A03 A03 14.50 13.92 """" AA Path K--Factor = 20.99 Ca l cs By:DBLAKE Checked By:. Page: P--O3 Ser:*31O156* Hypercalc Program by Crowley Design Group, (215)--337-7060 Path Summary Printout for BURTONS GRILL Job No:06--4916 SEATING AREA 10/22/2006 System:1 Drawing:FP1 II::::� a�u."Ii::. !1•..0 ih,,,l! r.�:u .::IL..a:::�� Fed by path No.9 - --- ---------------------------------------------- Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) S10 12.50 7.40 7.40 5.60 15.2 15.2 5.64 1.049 5.75 2ET 9.00 14.75 0.079 1.16 -0.87 (-2.00 ) 7.69 T10 T10 14.50 7.69 AAAAA Path K-Factor p::::� ,t:::n."II::.. Il...0 il'•I! t:::t ... .::1!...::II_. Fed by path No.9 - ----------------------------------------------------- Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) 511 12.50 7.74 7.74 5.60 15.6 15.6 5.77 1.049 4.50 ET 7.00 11.50 0.082 0.94 -0.87 (-2.00 ) 7.82 Tll T11 14.50 7.82 " AAAAA Path K--Factor = 5»SS p:::a ,2::n.'•II::.. li...tt N'^,I!n ::n ,.. .::IL...;�::': Fed by path No.9 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) S12 12.50 7.75 7.75 5.60 15.6 15.6 5.77 1.049 6.50 2ET 9.00 15.50 0.082 1.27 -0.87 (-2.00 ) 8.16 T12 712 14.50 8.16 """""" AAAAA Path K--Factor = 5.46 Fed by path No.9 ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) S13 12.50 8.78 8.78 5.60 16.6 16.6 6.15 1.049 5.00 2ET 9.00 14.00 0.092 1.29 -0.87 (-2.00 ) 9.21 T13 T13 14.50 9.21 """""" AAAAA Path K-Factor = 5.47 Calcs By:DBLAKE Checked By:....... Page: P--O4 Ser:*310156* Hypercalc Program by Crowley Design Group, (215)--337-7060 , Path Summary Printout for BURTONS GRILL • Job too:06--4916 SEATING AREA 10/22/2006 System:1 Drawing:FP1 II::::� .t:::rt.'•II::. !I•"u q'•••I!�c�:t .�I1...•�•.'!i Fed by path No.l Feeds Path:15 at Pt:T15, Path:16 at Pt:T16, Path:17 at Pt:T17 - ----- ----------------------------------------------------------------------------------- Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. --------------------------------------- (C:120) 514 12.50 7.78 7.78 5.60 15.6 15.6 5.78 1.049 3.25 T 5.00 8.25 0.082 0.68 -0.87 (-2.00 ) 7.59 T14 T14 14.50 7.59 7.59 15.6 5.78 1.049 6.00 6.00 0.082 0.49 8.08 T15 T15 14.50 8.08 8.08 16.1 31.7 6.78 1.380 9.00 9.00 0.080 0.72 8.81 T16 T16 14.50 8.81 8.81 16.7 48.4 10.36 1.380 8.00 8.00 0.176 1.41 10.21 T17 T17 14.50 10.21 10.21 17.9 66.3 10.42 1.610 18.00 T 8.00 26.00 0.148 3.86 14.07 A04 A04 14.50 14.07 """""" A&AAA Path K-Factor - 17.68 If:�n.ti:i4."II':_ II"'u !I'•••I! t:::n .::IL.. !'.�ii• Fed by path No.14 ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) S15 12.50 8.24 8.24 5.60 16.1 16.1 5.95 1.049 3.25 T 5.00 8.25 0.087 0.72 -0.87 (-2.00 ) 8.08 T15 T15 14.50 8.08 .- Path K-Factor = 5.65 p::::� at:at."IL':.. il"'u 1'•••1!a::::n ::IL.. t:!:in Fed by path No.14 ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ (C:120) S16 12.50 8.90 8.90 5.60 16.7 16.7 6.19 1.049 3.25 T 5.00 8.25 0.093 0.77 -0.87 (-2.00 ) 8.81 T16 T16 14.50 8.81 ^AAAA Path K--Factor - 5.63 Calcs E3y:DELAKE Checked By: ____ Page: P-05 Ser:*310156* hiypercalc Program by Crawley Design Group, (215)-337-7060 Path Summary Printout 'for BURTONS GRILL Job No:O6-4916 SEATING AREA 10/22/2006 System:1 prawing:FP1 Fed by path No.14 ----------------------------------------------------------------------------- Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) S17 12.50 10.21 10.21 5.60 17.9 17.9 6.63 1.049 3.25 T 5.00 8.25 0.106 0.87 -0.87 (-2.00 )10.21 T17 T17 14.50 10.21 """""" Path K—Factor M 5.60 Calcs By:DBLAKE Checked By:_______ Page: P-06 Ser:*310156* Hypercalc Program by► Crowley Design Group, (215)--337-7060 DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT PERMIT# TOWN OF SOUTH WINDSOR Applic ereby: 3q BUILDING DEPARTMENT D 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 l Date Buil 1 g Aispector Application must be printed or typed FEE SCHEDULE Location of Job: �sl �k b6d Rd -11� $0-$1,000=$15.00 Street No. 1 �51� Street 2�i _ a 3 3-`�`�a(o�Lot No. Over$1,000- $15.00 per$1,000 l U - ( �` �t 5i or any fraction thereof Tenant Designations a-D r a U� a 1�' SU -'�� ( •S �(3No. APPLICANT �lo(�hggs+ R lQ P_ lVe"�1-�nn APPLICANT ADDRESS APPLICANT PH NE# � OD- 51?a-7 4 S S OW N S�� OWNER _ IBC .k�Z _1 S c 0 Ce6�, �S OWNER ADDRESS �J�o�l l n �10( (�12�. L�;/ U M OWNER PHONE QU . , ESTIMATED COST$ IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ h • TYPE SOR OF J New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION qQV USE GROUP Ma6eik0.OF STORIES ❑RESIDENTIAL ID BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY �1 P .,�..1�_ S-'m tie S ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY SNn,,Z ❑STORAGE U GARAGE ❑MIXED USE ENGINEER'S NAME DNA O V( 1>fr1 Z 11 PHONE Q60 38ZIY TY (Other please specify) ADDRESS MIARPitA 5 T CITY It f ref v STATE C l ZIP 6 6 KIND OF INSTALLATION SIZE OF MAIN DRAIN f Z WATER PRESSURE AT STREET(PSI) 6 ARE SPRINKLER HEADS ALTERED? ❑YES U NO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) Z PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW Zb WATER PRESSURE AT SPRINKLER HEADS(PSI) Z6 ARE PUMPS REQUIRED? ❑YES Fero IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES LJ'NO IS A SPRINKLER SYSTEM PROVIDED? ❑YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING '751 GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK 1Jc w �1•.,d rc�.1/L C�tcy�c 5,-4,srrta-1 s• 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 9 I ZA04 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Applicati TOWN OF SOUTH WINDSOR �2Z S BUILDING DEPARTMENT OV 1540 SULLIVAN AVENUE Bldg.Permit# a 644-2511 ext. 230 Date guildmg nsp r Application must be printed or typed FEE SCHEDULE 1O 1) 01,, 50.� Location of Job: Svc a #� 14, .2 3 5 ;L y5 5cx, 400 2dv Gq S�ir5�5, 5 a y, Sy3, v 4,cen WA 3� 4 / O.8' $0-$1,000=$15.00 Street No. Stree 0 Lot o. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT S e M o,,L APPLICANT ADDRESS PQ Box I M , lve,.j I'm' :,. C.T p OF OS 0 r APPLICANT PHONE# ($GU).2 a q—/OX60 I.O vJ N S`F OWNER ' � S in a c CS �r� wor k's q� OWNER ADDRESS 1 0 "� F., OWNER PHONE C ESTIMATED COST$ S 0,000. 00 ` IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ 2 S D,00 C� 1��5 O�� TYPE OF JOB: OR a C _New Installation _Alteration/Addition/Repair P..aa.A dm 11nnnn ' APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED-V=A O RESIDENTIAL BUILDING PERMIT APPLICATION? El YES U NO ❑BUSINESS CURRENT USE AND OCCUPANCY jz, f O ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY O EDUCATIONAL � O INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE O STORAGE O GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD rilrt m1oo-f., SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES O NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK pp ` u-cf -^A Per D/enC 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. 10.3 / 0 r r ( Cr CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLIC DATE DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR QPERMIT# Application is her BUILDING DEPARTMENT I OVE 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date B != I ;� Application must be printed or typed FEE SCHEDULE Location of J F Wa ��e I o8$0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. U S A Kl APPLICANT SeC�rt�y SLiS1CeMS SQec�a�►S1T ( ( I APPLICANT ADDRESS (�( Q eL r DnC�I scar) APPLICANT PHONE# g('Oo- a�n- 3 i Lt U — O W Ni SF., OWNER OWNER ADDRESS OWNER PHONE --. C ESTIMATED COST$ 60. 00 �r. . IS THIS A CONTRACT COST? ��Yes _No FEE ENCLOSED$ 3C� r41 TYPE OF JOB: �S�R C O� ✓New Installation Alteration/Addition/Repair Revised 4/01//2002 r APPLICATION FOR ELECTRICAL PERMIT (continued from reverse Side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? Ul YES ❑NO O RESIDENTIAL ,BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY O MERCANTILE FUTURE USE AND OCCUPANCY �2 t1 0 EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE 0 STORAGE ❑GARAGE ADDRESS O MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. (� DESCRIPTION OF WORK 61 � O 1' Skc ,�_Ssj, �nn r oNs%s+i g OP Qa n e� Q 1Ce y Q 6 G zn 4er,o�- Siren @ booe C on-rg c i5 n G(A ss 6YeaK a--4Pcrovs rno4-1or. i3-e�eC-vcpS 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. MOO �-� C► CONTRACTORS LICENSE NO. TYPE STATE j SIGNATURE OF APPLICANT DATE O'1 :"i!: IL...0 il',.'1( il''^li 11'"•Ir 11����!: "'1�" M _ -------------------------------------------------------------------------------- 11••••I1 "'11''' Il:::ryl 11���1: rl':::Ir II....11 II...... ::II:: 11::... IC:... IL if 11...... o':::u 11: 1 11 if IF ...11...IC31 100 EVERGREEN WAY SOUTH WINDSOR CT ---------------------»-----------------_---------------------------_-_--.--------- 11...111!::::nll'Ifll ::11:. "II:::"II::.::1::::!:,r::::ll Il::::i;!y,�'' .__..»......_._............._._..._,_..,.. HFP FIRE SPRINKLER 32 CHAR DRIVE WESTFIELD, MA. 01085 Dc:sign-Sp�:ci-i;ication�-_--_+,dater Su pply pp]. Infor mation rmation System Demand Density 0.100 67.00 psi @ 0.00 gpm 29.94 psi Design Area: 1050.00 60.00 psi @ 1000.00 gpm C 370.4 gpm :1 II•"u ::II ...I,..I :I ��IF '!;:::II II::::N II'II'11 q ... ::::::.. .� .:�� x,::ll. ll:::;l,:..... ::ii.. ii:ill.If: �li:i!!'"il:; :!Irdr il" ,i:!ill.4::... "II:: �I::::U II .. ::n�; O:;j, x,Y:l,x:::ll. r,:....., ::11.. Notes: _..-_w__-________________________________-_--___--_-_-___-_--____--___---_-____-__.. II� !iyy F South Windsor y BUILDING DEPARTMENT uc.No.000ss AtE OF(ORNELT y JAMES M.LAWRENCE List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee and one Check Va Code:Description Code:Description Code:Description Code:Description A . Alarm Va H _ 0 V B : Butt'f lyVa I : P : W C . Check Va ,7 Q X D : DryPipeVa K : R : Y E: : Std. Elbow L : LongTurnEl S : Z F : Deluge Va_ M : T Std. Tee (a : Gate Va N : U Calcs By: DBLAKE Checked:______- 1O/22/2OO6 Page: 1 Ser:*31O156* Hvraer_calc Proaram by CrnwInv np�,inn-nnniinl (71 C~ 7-7e).4.n 68.0_ ` 64.0� i # 60.0� 56.0� i # 52.0� i 48.0_ 44.0� i $ 40.0� i 36.0� 7 $ 1 32.0 28.0-A ( 29.9 @ 370) 24.0� , x 20.0 i $ _16.0 i # , 12.0 i $ 8.0- , 4.0- i 0.0_ N NNNN'NNn Nh'NMhAFwNNIMNFNnNNNNN1.bhNhhANhNwMIYNwwwNAwwhFNwNIMNNMNNFANFFNNhFIMhFNNNNwAhNNNNNhhFtwNNNNNhNYANNYNNNNYN 0 800 1200 1600 2000 2400 2800 3200 3600 Pressure vs. Flow 67.00 0.00 60.00 1000.00 0 3390.44 UHN I1....p Il::;;!!"'11" U::::p 1".41 ;i: IC::iii II i!: ::II:: II......II...... pii...:'hill"Ili:...:{I^?'u::::ii 8.; II::...:{f::...:it^•I! 11,��J1,i•"•b'''u'" :'��i:,I::�I,II....II...11...11....11 11,�411 ::Il:: !I'�•I!II:�:Ii;::::i;N::"Ii II::;ilk tl::... ..I!.. ................1f.w?.>>'.::II...-I!!::,. 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O i€O+ � -€ C N > LL i€ 0g00LOr4N 'qT00V) N ,D .0 \0 ,o gI,- tT 1 � -` rd 11 . . . . . . . . . . . . . . . . . . €r = Q v 11000000000000000000 xs Ld _0 L It 0 �0 %0 ID %D 1) %0 -D %0 10 ID %0 -D 113 -D %0 \0 1.0 U (f) tU O it . • • • • . . . . . . . . . . . . . �O O •tt i l i O ►tf tl3 M ►t) e� ct> eta M in et) eta et7 et) �z011 U +H ;D Q = � Lq Z 010 i€ qOr- MW :-iOCtvONOIT0ww170 H t4 %0 !€ 00CN � NM110v3 \0lq- CrI- r- r- l'- N Q\ N O i_ it 1i LOr I-- G'Nr- 1• i• r� gr- 0 O 7 0 n 11 M .€ _ LL€ 11 U DC1 It U ,. 4-3 3- U3 1€ ..� O m to It >✓ +t- x i s q O r- M q '-1 0 IT \.O N 0 U') q 0017 O .-1 r O Q If U) 00llrl- NM %O %O \0vTNTr- r- I- rl- NOlN C3 C3 4-3 11 , . , . , , , , . , . . , = tU LL if LOl'- r- ONI,- � � l'- 00r- � r` 1- 031- 03g0 sr{ If M ...1 MHNMSTet) •0rgG 0HNM S- 0 \0r. z 1-il p G7 xf1 It q q co U3 (J) (j) 0) to G7 U) L� U 01) W q p::::' ..��.. il::::U IIJI .ii:ill.ll"'ll I::::B ��::::0 II""' IE:i:!::::•"i.::iiSi. II...II 11""'di��! ::::::i� II...II II'll'll II'll'll i:::ll. II""''JAI '. Jab No:06-4916 SEATING AREA BLIRTONS GRILL Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C TION L 0 S S C A L C U L A T I O N S Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 14.50 A01 << 48.1 << 13.71 0.00 0.00 13.71 A02 14.50 1.00 1.00 0.003 3.260 120 48.1 1.8 14.50 A01 » 48.1 » 13.71 -1.31 0.00 12.40 B01 14.50 4.00 ET 12.00 16.00 0.082 1.610 120 48.1 7.6 14.50 A02 << 125.8 << 13.71 0.20 0.00 13.92 A03 14.50 13.00 13.00 0.016 3.260 120 125.8 4.8 14.50 A02 » 77.7 >> 13.71 -4.65 0.00 9.07 T08 14.50 19.00 T 9.90 28.90 0.161 1.682 120 77.7 11.2 14.50 A03 « 204.1 « 13.92 0.15 0.00 14.07 A04 14.50 4.00 4.00 0.038 3.260 120 204.1 7.8 14.50 A03 >> 78.3 >> 13.92 -4.71 0.00 9.21 T13 14.50 19.00 T 9.90 28.90 0.163 1.682 120 78.3 11.3 14.50 A04 << 270.4 << 14.07 1.55 0.00 15.62 A05 14.50 4.00 T 20.16 24.16 0.064 3.260 120 270.4 10.4 14.50 A04 >> 66.3 >> 14.07 -3.86 0.00 10.21 T17 14.50 18.00 T 8.00 26.00 0.148 1.610 120 66.3 10.4 14.50 A05 << 270.4 << 15.62 6.24 0.00 21.87 A06 14.50 50.00 2ET6 47.04 97.04 0.064 3.260 120 270.4 10.4 14.50 A06 << 270.4 « 21.87 0.51 0.00 22.38 A07 14.50 3.00 T 26.33 29.33 0.017 4.260 120 270.4 6.1 14.50 A07 « 270.4 « 22.38 0.28 0.00 22.66 RT1 14.50 7.00 E 8.95 15.95 0.017 4.260 120 270.4 6.1 14.50 B01 >> 48.1 >> 12.40 -3.21 0.00 9.19 T03 14.50 12.50 T 6.00 18.50 0.174 1.380 120 48.1 10.3 5.00 RBI << 270.4 << 27.57 5.76 0.87 34.19 RB2 3.00 250.00 250.00 0.023 4.026 120 270.4 6.8 5.00 R81 >> 270.4 >> 27.57 -0.78 -4.12 22.66 RT1 14.50 10.00 CG 24.00 34.00 0.023 4.026 120 270.4 6.8 3.00 RB2 << 270.4 << 34.19 0.09 1.30 35.58 RB3 0.00 2.00 G 2.00 4.00 0.023 4.026 120 270.4 6.8 0.00 RB3 << 370.4 << 35.58 0.73 0.00 36.31 U01 0.00 110.00 LEGT 73.43 183.43 0.004 6.140 140 370.4 4.0 11.33 SO1 << 14.8 << 7.00 0.62 -1.37 6.24 T01 14.50 3.25 T 5.00 8.25 0.075 1.049 120 14.8 5.5 11.33 S02 << 15.8 << 7.97 0.70 -1.37 7.29 T02 14.50 3.25 T 5.00 8.25 0.084 1.049 120 15.8 5.9 11.33 S03 << 17.5 « 9.73 0.84 -1.37 9.19 T03 14.50 3.25 T 5.00 8.25 0.101 1.049 120 17.5 6.5 12.50 SO4 << 15.1 << 7.28 1.09 -0.87 7.50 T04 14.50 5.00 2ET 9.00 14.00 0.078 1.049 120 15.1 5.6 12.50 $05 << 15.2 << 7.31 1.13 -0.87 7.58 T05 14.50 5.50 2ET 9.00 14.50 0.078 1.049 120 15.2 5.6 12.50 S06 << 15.4 << 7.60 0.97 -0.87 7.70 T06 14.50 5.00 ET 7.00 12.00 0.081 1.049 120 15.4 5.7 12.50 S07 « 15.5 << 7.64 1.26 -0.87 8.03 T07 14.50 6.50 2ET 9.00 15.50 0.081 1.049 120 15.5 5.7 12.50 808 << 16.5 << 8.66 1.27 -0.87 9.07 T08 14.50 5.00 2ET 9.00 14.00 0.091 1.049 120 16.5 6.1 12.50 S09 << 15.3 << 7.42 1.06 -0.87 7.61 T09 14.50 4.50 2ET 9.00 13.50 0.079 1.049 120 15.3 5.6 12.50 S10 « 15.2 « 7.40 1.16 -0.87 7.69 T10 14.50 5.75 2ET 9.00 14.75 0.079 1.049 120 15.2 5.6 12.50 Sll << 15.6 << 7.74 0.94 -0.87 7.82 T11 14.50 4.50 ET 7.00 11.50 0.082 1.049 120 15.6 5.8 12.50 S12 « 15.6 << 7.75 1.27 -0.87 8.16 T12 14.50 6.50 2ET 9.00 15.50 0.082 1.049 120 15.6 5.8 12.50 S13 « 16.6 « 8.78 1.29 -0.87 9.21 T13 14.50 5.00 2ET 9.00 14.00 0.092 1.049 120 16.6 6.1 12.50 514 << 15.6 << 7.78 0.68 -0.87 7.59 T14 14.50 3.25 T 5.00 8.25 0.082 1.049 120 15.6 5.8 12.50 S15 « 16.1 « 8.24 0.72 -0.87 8.08 T15 14.50 3.25 T 5.00 8.25 0.087 1.049 120 16.1 6.0 12.50 S16 « 16.7 << 8.90 0.77 -0.87 8.81 T16 14.50 3.25 T 5.00 8.25 0.093 1.049 120 16.7 6.2 12.50 S17 << 17.9 << 10.21 0.87 -0.87 10.21 T17 14.50 3.25 T 5.00 8.25 0.106 1.049 120 17.9 6.6 14.50 TO1 << 14.8 << 6.24 1.05 0.00 7.29 T02 14.50 14.00 14.00 0.075 1.049 120 14.8 5.5 14.50 T02 << 30.6 << 7.29 1.90 0.00 9.19 T03 14.50 19.25 2E 6.00 25.25 0.075 1.380 120 30.6 6.6 14.50 T04 << 15.1 << 7.50 0.08 0.00 7.58 T05 14.50 10.00 10.00 0.008 1.682 120 15.1 2.2 14.50 TOS << 30.3 << 7.58 0.13 0.00 7.70 T06 14.50 4.50 4.50 0.028 1.682 120 30.3 4.4 14.50 T06 << 45.7 << 7.70 0.33 0.00 8.03 T07 14.50 5.50 5.50 0.060 1.682 120 45.7 6.6 14.50 T07 << 61.2 << 8.03 1.03 0.00 9.07 T08 14.50 10.00 10.00 0.103 1.682 120 61.2 8.8 14.50 T09 << 15.3 << 7.61 0.08 0.00 7.69 T10 14.50 10.00 10.00 0.008 1.682 120 15.3 2.2 14.50 T10 << 30.5 << 7.69 0.13 0.00 7.82 Tll 14.50 4.50 4.50 0.028 1.682 120 30.5 4.4 14.50 Tll << 46.1 << 7.82 0.34 0.00 8.16 T12 14.50 5.50 5.50 0.061 1.682 120 46.1 6.6 14.50 T12 << 61.7 « 8.16 1.05 0.00 9.21 T13 14.50 10.00 10.00 0.105 1.682 120 61.7 8.9 14.50 T14 << 15.6 << 7.59 0.49 0.00 8.08 T15 14.50 6.00 6.00 0.082 1.049 120 15.6 5.8 14.50 T15 « 31.7 << 8.08 0.72 0.00 8.81 T16 14.50 9.00 9.00 0.080 1.380 120 31.7 6.8 14.50 T16 << 48.4 << 8.81 1.41 0.00 10.21 T17 14.50 8.00 8.00 0.176 1.380 120 48.4 10.4 0.00 U01 << 370.4 « 36.31 0.06 -3.25 33.12 UO2 7.50 325.00 ET 122.87 447.87 0.000 12.24 140 370.4 1.0 7.50 UO2 « 370.4 << 33.12 0.07 -3.25 29.94 UO3 15.00 400.00 EGT 131.35 531.35 0.000 12.24 140 370.4 1.0 Calcs By: DBLAKE Checked: 10/22/2006 Page: 3 Seer:*310156* Hypercalc Pr©aram by Desian Group_ f2151--337--70 0_ Path Summary Printout for CURT©NS GRILL. Job No:06--4916 SEATIt-dG AREA 10/22/2006 System:1 Drawing:FP1 II::;;!!Ali:::!!H A'II 11: 1..II::.:III!! Principal path Feeds Path:2 at Pt:T02, Path:3 at Pt:T03, Path:4 at Pt:A02, Path:9 at Pt:A03, Path:14 at Pt:A04 ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total FrictAoss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) SO1 11.33 7.00 7.00 5.60 14.8 14.8 5.49 1.049 3.25 T 5.00 8.25 0.075 0.62 -1.37 (-3.17 ) 6.24 TOI TO1 14.50 6.24 6.24 14.8 5.49 1.049 14.00 14.00 0.075 1.05 7.29 T02 T02 14.50 7.29 7.29 15.8 30.6 6.55 1.380 19.25 2E 6.00 25.25 0.075 1.90 9.19 T03 T03 14.50 9.19 9.19 17.5 48.1 10.29 1.380 12.50 T 6.00 18.50 0.174 3.21 12.40 801 BO1 14.50 12.40 12.40 48.1 7.56 1.610 4.00 ET 12.00 16.00 0.082 1.31 13.71 A01 A01 14.50 13.71 13.71 48.1 1.84 3.260 1.00 1.00 0.003 0.00 13.71 A02 A02 14.50 13.71 13.71 77.7 125.8 4.82 3.260 13.00 13.00 0.016 0.20 13.92 A03 A03 14.50 13.92 13.92 78.3 204.1 7.82 3.260 4.00 4.00 0.038 0.15 14.07 A04 A04 14.50 14.07 14.07 66.3 270.4 10.37 3.260 4.00 T 20.16 24.16 0.064 1.55 15.62 A05 A05 14.50 15.62 15.62 270.4 10.37 3.260 50.00 2ET8 47.04 97.04 0.064 6.24 21.87 A06 A06 14.50 21.87 21.87 270.4 6.07 4.260 3.00 T 26.33 29.33 0.017 0.51 22.38 A07 A07 14.50 22.38 22.38 270.4 6.07 4.260 7.00 E 8.95 15.95 0.017 0.28 22.66 RT1 RT1 14.50 22.66 22.66 270.4 6.80 4.026 10.00 CG 24.00 34.00 0.023 0.78 4.12 ( 9.50 )27.57 RB1 RBI 5.00 27.57 27.57 270.4 6.80 4.026 250.00;,V 250.00 0.023 5.76 0.87 ( 2.00 )34.19 RB2 RB2 3.00 34.19 34.19 270.4 6.80 4.026 2.00 G 2.00 4.00 0.023 0.09 1.30 ( 3.00 )35.58 RB3 (C:140) RB3 35.58 35.58 100.0 370.4 4.00 6.140 110.00 LEGT 73.43 183.43 0.004 0.73 36.31 U01 U01 36.31 36.31 370.4 1.01 12.24 325.00 ET 122.87 447.87 0.000 0.06 -3.25 (-7.50 )33.12 UO2 UO2 7.50 33.12 33.12 370.4 1.01 12.24 400.00 EGT 131.35 531.35 0.000 0.07 -3.25 (-7.50 )29.94 UO3 UO3 15.00 29.94 Path K--Factor = 67.70 A(?,GVCFLd-rt PVEttIE4� Fed by path No.l ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. length Summary length length per.ft Total Psi (ft.) Press Pt. -------------------------------------------------- -- - (C:120) S02 11.33 7.97 7.97 5.60 15.8 15.8 5.85 1.049 3.25 T 5.00 8.25 0.084 0.70 -1.37 (-3.17 ) 7.29 T02 T02 14.50 7.29 """""" Path K--Factor = 5.86 Calcs Ry:DBLAKE Checked By:....... Page: P-01 Ser:*310156* Hypercalc Program by Crowley Design Group, (215)--337-7060 Path Summary Printout -for BURTONS GRILL J Job No.-06--4916 SEATING AREA 10/22/2006 System:l Drawing:FP1 Fed by path No.1 ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) S03 11.33 9.73 9.73 5.60 17.5 17.5 6.47 1.049 3.25 T 5.00 8.25 0.101 0.84 -1.37 (-3.17 ) 9.19 T03 T03 14.50 9.19 AAAAA Path K-Factor = 5.76 II::::...;:::n."II::.. Il...0 il'�•�I!�r,�:n ... .��::jj. Fed by path No.l Feeds Path:S at Pt:TOS, Path:6 at Pt:T06, Path:7 at Pt:T07, Path:8 at Pt:T08 --------=--------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) SO4 12.50 7.28 7.28 5.60 15.1 15.1 5.60 1.049 5.00 2ET 9.00 14.00 0.078 1.09 -0.87 (-2.00 ) 7.50 T04 T04 14.50 7.50 7.50 15.1 2.18 1.682 10.00 10.00 0.008 0.08 7.58 TOS T05 14.50 7.58 7.58 15.2 30.3 4.36 1.682 4.50 4.50 0.028 0.13 7.70 T06 T06 14.50 7.70 7.70 15.4 45.7 6.58 1.682 5.50 5.50 0.060 0.33 8.03 T07 T07 14.50 8.03 8.03 15.5 61.2 8.81 1.682 10.00 10.00 0.103 1.03 9.07 T08 T08 14.50 9.07 9.07 16.5 77.7 11.19 1.682 19.00 T 9.90 28.90 0.161 4.65 13.71 A02 A02 14.50 13.71 AAAAA Path K-Factor = 20.98 Fed by path No.4 ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ (C:120) S05 12.50 7.31 7.31 5.60 15.2 15.2 5.61 1.049 5.50 2ET 9.00 14.50 0.078 1.13 -0.87 (-2.00 ) 7.58 TOS TOS 14.50 7.58 """""" -AA Path K--Factor = 5.51 Calcs By:DQLAKE Checked By:_,______ Page: P--O2 Ser:*310156* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for BURTONS GRILL Job No:06--4916 SEATING AREA 10/22/2006 System:1 Drawing:FP1 Fed by path No.4 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary length Length per.ft Total Psi (ft.) Press Pt. (C:120) S06 12.50 7.60 7.60 5.60 15.4 15.4 5.72 1.049 5.00 ET 7.00 12.00 0.081 0.97 -0.87 (-2.00 ) 7.70 T06 T06 14.50 7.70 """""" Path K--Factor = 5-57 II::::�'d::ill.'•II::.. II•"11 il'�`I!n:::l •:i;,. Fed by path No.4 ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) SO7 12.50 7.64 7.64 5.60 15.5 15.5 5.74 1.049 6.50 2ET 9.00 15.50 0.081 1.26 -0.87 (-2.00 ) 8.03 TO7 T07 14.50 8.03 "" Path K-Factor = 5.47 Fed by path No.4 ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ (C:120) S08 12.50 8.66 8.66 5.60 16.5 16.5 6.10 1.049 5.00 2ET 9.00 14.00 0.091 1.27 -0.87 (-2.00 ) 9.07 T08 T08 14.50 9.07 """""" Path K-Factor = 5.48 Fed by path No.l Feeds Path:10 at Pt:T10, Path:ll at Pt:T11, Path:12 at Pt:T12, Path:13 at Pt:T13 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ (C:120) S09 12.50 7.42 7.42 5.60 15.3 15.3 5.65 1.049 4.50 2ET 9.00 13.50 0.079 1.06 -0.87 (-1.00 ) 7.61 T09 T09 14.50 7.61 7.61 15.3 2.20 1.682 10.00 10.00 0.008 0.08 7.69 T10 T10 14.50 7.69 7.69 15.2 30.5 4.39 1.682 4.50 4.50 0.028 0.13 7.82 T11 T11 14.50 7.82 7.82 15.6 46.1 6.64 1.682 5.50 5.50 0.061 0.34 8.16 T12 T12 14.50 8.16 8.16 15.6 61.7 8.88 1.682 10.00 10.00 0.105 1.05 9.21 T13 T13 14.50 9.21 9.21 16.6 78.3 11.27 1.682 19.00 T 9.90 28.90 0.163 4.71 13.92 A03 A03 14.50 13.92 """""" AAAAA Path K-Factor = 20.99 Calcs By:DBLAKE Checked By:.,,,,____,•,. Page: P-03 Ser:*310156* Hypercalc Program by Crowley Design Group, (215)•-337-7060 Path Summary Printout for BURTONS GRILL Job P4o:06-4916 SEATI M AREA 10/22/2006 System:1 Drawing:FP1 Il:�.0 a::ai.'•II:::: 11•"u il'••�I!n::::u ::: .::IL..��::::u Fed by path No.9 ---------------------------------------------------------- Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length length per.ft Total Psi (ft.) Press Pt. (C:120) S10 12.50 7.40 7.40 5.60 15.2 15.2 5.64 1.049 5.75 2ET 9.00 14.75 0.079 1.16 -0.87 (-2.00 } 7.69 T10 T10 14.50 7.69 A-AA AAAAA Path K-Factor = 5.50 il::::u.�::u.'•II:::: II•"u il'�•I!�r::n .::1!...::ll... Fed by path N0.9 ----------------------------------------------------- Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ (C:120) 511 12.50 7.74 7.74 5.60 15.6 15.6 5.77 1.049 4.50 ET 7.00 11.50 0.082 0.94 -0.87 (-2.00 ) 7.82 T11 T11 14.50 7.82 A-- AAAAA Path K-Factor = 5.58 ::II... Fed by path No.9 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------- --- -------------------------------------------------------------------------------------------------------------- (C:120) S12 12.50 7.75 7.75 5.60 15.6 15.6 5.77 1.049 6.50 2ET 9.00 15.50 0.082 1.27 -0.87 (-2.00 } 8.16 T12 T12 14.50 8.16 """""" Path K--Factor = 5.46 p:::a�a:::n.'•IL':.: IL.'n it^�d!n::::n .... .::fl... •:::;�� Fed by path No.9 ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) S13 12.50 8.78 8.78 5.60 16.6 16.6 6.15 1.049 5.00 2ET 9.00 14.00 0.092 1.29 -0.87 (-2.00 } 9.21 T13 T13 14.50 9.21 AAA- Path K--Factor = 5.47 Calcs By:DBLAKE Checked By:....... Page: P--O4 Ser:*310156* Hypercalc Program by Crawley Design Group, (215)--337-7060 Path Summary Printout for EBURTONS GRILL. Job No:06--4916 SEATING AREA 10/22/2006 System:1 Drawing:FP1 il::::� a:::u."il::: II"'u 7'•••I!�r:::n ::: .::11...N':'il Fed by path No.l Feeds Path:15 at Pt:T15, Path:16 at Pt:T16, Path:17 at Pt:T17 -- ------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------- ------------------------------------------------------------------------------------------------------------------------------ (C:120) S14 12.50 7.78 7.78 5.60 15.6 15.6 5.78 1.049 3.25 T 5.00 8.25 0.082 0.68 -0.87 (-2.00 ) 7.59 T14 T14 14.50 7.59 7.59 15.6 5.78 1.049 6.00 6.00 0.082 0.49 8.08 T15 T15 14.50 8.08 8.08 16.1 31.7 6.78 1.380 9.00 9.00 0.080 0.72 8.81 T16 T16 14.50 8.81 8.81 16.7 48.4 10.36 1.380 8.00 8.00 0.176 1.41 10.21 T17 T17 14.50 10.21 10.21 17.9 66.3 10.42 1.610 18.00 T 8.00 26.00 0.148 3.86 14.07 A04 A04 14.50 14.07 Path K-Factor = 17.68 Fed by path No.14 ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ (C:120) S15 12.50 8.24 8.24 5.60 16.1 16.1 5.95 1.049 3.25 T 5.00 8.25 0.087 0.72 -0.87 (-2.00 ) 8.08 T15 T15 14.50 8.08 Path K--Factor 5.65 11',41 1:::)' .. ::IL..q(!�r Fed by path No.14 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) S16 12.50 8.90 8.90 5.60 16.7 16.7 6.19 1.049 3.25 T 5.00 8.25 0.093 0.77 -0.87 (-2.00 ) 8.81 T16 T16 14.50 8.81 Path K--Factor 5.63 Calcs E3y:DBLAyE Checked By:_______ Page: P-05 Ser:*310156* Nypercalc Program by Crowley Design Group, (215)-337-7060 t Path Summary Printout for BURTONS GRILL_ Job No:06-4916 SEATING AREA 10/22/2006 System:l drawing:F=PI Fed by path No.14 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. S17 12.50 10.21 10.21 5.60 17.9 17.9 6.63 1.049 3.25 T 5.00 8.25 0.106 0.87 -0.87 (-2.00 )10.21 T17 T17 14.50 10.21 """""" Path K—Factor = 5.60 Ca l cs E3y:DBLAKE Checked By:....... Page: P-06 Ser:*310156* Hypercalc Program by Crowley Design Group, (215)-337-7060 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR --- BUILDING DEPARTMENT APPROVED -- 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 DVate i i Inspector Application must be printed or typed FEE SCHEDULE Location of Job: F:TenantDesigpnation rvf r re t� LL- ��4,4vA--s' fir. !/ $0-$1,000=$15.00 treet Lot No. Over$1,000= $15.00 per$1,000 I or any fraction thereof Apt.No. APPLICANT )Zt,4ez.'- 164Sc,o6,,L APPLICANT ADDRESS Y f �4"[r 1.�L>!CE, /Lb 120 147., .- C APPLICANT PHONE# CL 6 O W N S F,q OWNER OWNER ADDRESS F, OWNER PHONE OESTIMATED COST$ -t'�74S IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ f��s .• O�� TYPE OF JOB: ORe C _IZNew Installation Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? O YES ❑NO L1 RESIDENTIAL I916USINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL U INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE. ❑ STORAGE ❑GARAGE ADDRESS 0 MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WEMG METHOD 7C (�� �'4 L,t 4 SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK �57 ) C�9- c� 3 V yc cc 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. 2 TYPE STATE SIGNATURE OF APPLICANT DATE 2 Q Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 100 Evergreen Way Date: HVAC # Sprinkler# 31543 FINAL APPROVALS -- — — ---_ -0 Estimated Cost $ 000 Building I— COMPLETE RED BOXED AREAS Permit Fee $ 7, Engineering TYPE OR PRINT ONLY OccupancEng. Insp.yFeee $ Affidavit SIGN ON REVERSE SIDE I Appr. for CO. - _ __ _- - - - - - —J Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant 4j Location of Work_EMEQti2EW Lklk G Lot No. Applicant's Address"7Q2 MJ:feaPLtiC ()Q Njrc,- c/!JLTE #'4f0 Tel.# ZnS-203-7J 2,111 Town_Sk0-JWU IJG N,Pr" A:t, Zip Lic.# Owner IbA& t Ertel Architect a}GJf Owner's Address 0 (--b AVM It-$ Architect's Address 530 AnPokWiG AUrIIIfE t<-,MPW. p T Zip 30-1 l Boy?mil ,IMA Zips Q Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area 23 Purpose of this permit gLpegfpIeK.�C 6F Q.E 066n ; ►��_ City Water❑ Well❑ Septic System❑ Sewero Ins: HO SP Cert. Ar Basement Garage Approved by Date �` Use Group Construction Type Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specificaticns of the Building for which this permit is asked,and agree that this building is to be to t e op distance from all street lines,side yard lines,and required distances from all other zones and is located in w ch i uild an is use is allowed. Signed I hereby apply for a Certificate of Occup for t work de in this application for the permit. �i Signed P DO NOT WRIT ELOW THIS LINE INSPECTION COMMENTS 9� Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 100 Evergreen Way Suite 101 zo/ 2 HVAC # 12000572 ate: C?CToAeA /. Sprinkler# _ _ ---- - - ----- - Estimated Cost FINAL APPROVALS -- - Permit Fee Building COMPLETE RED BOXED AREAS Engineering TYPE OR PRINT ONLY OccupOng. Insp.ancFee $ in ApprAffidavit for CO. �- SIGN ON REVERSE SIDE Total Fee $ 9 8 d 1:� 107990 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Fo 2ryjr A7'o CoN ST 64ovpLocation of Work Ab 18 Lot No. Applicant's Address Q9 oL b 3/tjcx'YARfl .LAME Tel.# 60- Town e S N - .✓ i: Zip D 6 0 3?]_ Lic.# q o0 -32 q Owner ►?'oAG jL- Z Z Lo e" Architect L'A P r7"a S` C_ rtaD. A&C-A)77i�aTS Owner's Address 2 660 YWOL)SAA b OAKS VbArchitect's Address-1-3 q 4 MA;m sr F-Nw,-r 14 McN►PNiS, TN zip38itA zip-0.6/10$ Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd Fl. Total New Area Purpose of this permit L1Aa,,L.LA 2v �OX Z t, Lb d ,T' City Water Well❑ Septic System❑ Sewer aU13 01 D0 7 Ins: HO Ce . Area Basement Garage Approved by kC Date 444J�• Use Group Construction Type Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this bui ng and ityge is allowed. Signed 1 hereby apply for a Certificate of Oc pancy for a work described in this application for the permit. Signed DON T WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/06/22 Printed by Middleton, Morgan 15 06 38 INSPECTION: 52208 FINAL PERMIT: STATUS APPLICATION: 201201277 LOC: 100 EVERGREEN WAY SOUTH WINDSOR PROPERTY ID: 31300100 OWNER: EVERGREEN WALK LIFESTYLE CENTER LLC CONTRACTOR: REQUEST BY: PROJ DESC: VANILLA BOX BUILD OUT. WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 01/16/13 PRIORITY: SCHEDULED: 01/17/13 10 30 COMPLETED: 01/17/13 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: RUSS ® 860-280-8692 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 10/16/12 ROSE PASS B001 FOOTING frost wall for entry O1/23/13 ROSE N/A B002 FOUNDATION O1/23/13 ROSE N/A B003 FRAMING (ROUGH) O1/23/13 ROSE N/A B004 INSULATION O1/09/13 ROSE PASS E001 ELECTRIC SERVICE RUSS ® 860-280-8692//ok to release O1/23/13 ROSE N/A E002 ELECTRIC UNDERGROUND 10/24/12 ROSE PASS E003 ELECTRIC ROUGH 11,/02/12 ROSE PASS E003 ELECTRIC ROUGH excluding front entrance wiring ll/15/12 ROSE PASS E009 ELECTRIC OTHER ABOVE CEILING WITH EXCEPTION OF VESTIBULE O1/23/13 SUMM PASS F005 FM PENETRATIONS/SEPERATION O1/18/13 SUMM N/A FO10 FM ABOVE CEILING O1/17/13 SUMM PASS F015 FM FIRE ALARM TEST O1/17/13 SUMM PASS F025 FM EMERGENCY/EXIT LIGHTING O1/17/13 SUMM PASS F035 FM EXITS 01/17/13 SUMM PASS F040 CO -FIRE MARSHAL INSPECTION O1/23/13 ROSE N/A H002 HVAC UNDERGROUND INSPECTION FIELD SHEET 04/06/22 Printed by Middleton, Morgan 15 06 38 11/13/12 ROSE PASS H003 HVAC ROUGH DUCTWK O1/23/13 ROSE N/A P002 PLUMBING UNDERGROUND 11/02/12 ROSE PASS P003 PLUMBING ROUGH RONNI860-712-0901/press test waste/vents 11/05/12 ROSE PENDING P004 PLUMBING GAS TEST RONNIE ® 860-712-0901 O1/23/13 ROSE N/A 5003 SPRINKLER ROUGH O1/23/13 ROSE N/A S005 HYDRO TEST O1/23/13 ROSE N/A S006 TRIP TEST O1/23/13 ROSE N/A S007 MAIN DRAIN O1/24/13 LIPE PASS Z003 CO PLANNING INSPECTION 1 2 3 4 5 I L UNDERSIDE OF MEZZANINE NEW 2" x DN TO BELOW MEZZANINE HYDRAULIC DESIGN DATA FLOOR @ 7'-6" TO REMAIN EXPOSED OFFICE AND DRY STORAGE 7'-2 1/2" 9'-9 1/2" 8'-0 3/4" 7'-7 1/4" THE RESTAURANT SEATING AREA HAS BEEN DESIGNED IN DRY STORAGE ROOM MEZZANINE TO RECEIVE SEE BELOW MEZZ. PLAN F-2 FIXTURES SUSPENDED TO PROVIDE A 0 GPM / SQ. FT. OVER THE MOST REMOTE TO CEILING FROM CEILING BOTTOM OF FIXTURE TO BE A MINIMUM 50 WITH 17 SPRINKLERS OPERATING THE DEMAND EXACT DROP DOWN FLOOR 6" ABOVE MEZZANINE 6�_6" rr '-10 3/4" 6'-10 3/4" AT THE BASE OF RISER IS 270.4 GPM @ 35.58 PSI LADDER LAYOUT ALUMA GRID PAINTED HEADERS _ 6 -6 v AND SPECIFICATIONS WHITE 7'-0" AFF 00 TBD BY ARCHITECT ' EXACT DROP OWN STAIR EXcn 4 _ LADD DOWN LOCATION TO E DETERMINED i BY ARCHITECT o DASHED A 6'- 1/2" 6r_Orr _ 8r_ 1 rr (� 4r_5rr 1rr Yrr 11/ 5_4 _ L o 4r_11 rr 11�17 rr - LZ F-t �H `� H "`H CH 4 02 LJ S01 (� EXIST. INSPECTORS � � ,_ � �2 d- �� I �_ ti _ os 12-6 02 � 14'— A F To1 � ,� f �.'� ; q /--� �1 A TEST CONNECTION ' 22'0°F ,�; 01 * 7 � Qo7 t UO Toy 1 1 T04 1 1/2" 1 1/2" 1 1/ " " 2" _ _ 1 r_Orr r E-EX-EE EEEEE — — — — — — — — — — — — 00 _ EXISTING UPRIGHTS IN - , , , I 1 ti ' ' ' � 1 ' STORAGE AREA TO REMAIN STORAGE o F_, _ ®H ®H r 02 0 12'-6" sos o CSO4 '_ + - A 1 O 12'-6" Soy 0 6 O RELOCATE EXIST. 1 1/2" BRANCH I E 11'-6" TO DEC _ _ _ _ „ ' F V _ 5 -5T O W1 AFF PAINTED HEtT: t 1 1 L S06 12'-6" T1 N T i� ' EXISTING EXPOSED „ @ 7'-6" A ' ' i r-+ ACT-2 _ CEILING TO REMAIN 2 2 2'-0" CONTINUOUS 5-0 5-6 �_ I� GYP SOFFITS @ 11'-4' d" 7'-6" O Lf AFF O 2n \Amk4 C ®H �12 n 11'-4° _ 11'-4" C1 C1 S09 AFF r �2 20 * 5 D D OD ®D 11'-4" D 1 �- Ac 7-4 2 8 1 0-6 F_1 0 10 F1 12O F ' " ' ' ' ' ' " " 6111011 ' ' ' " 'r MEZZANINE ABOVE AFF PAINTED GYP = 6 - 6 5 -6 8 -O ( -6 5 -6 5 -5 /2 5 -8 d. I I SHOWN DASHED SEE �-' to +_ n 1 1/2" 1 1/2" 1/ " CEILING @ O �1 " n� 1 ADJACENT CEILING ch 2 1 MM � MM " 8'-6" AFFL4.4 �� T91 S 3 �� S12 I 3� S11 Sn N 1 ��1 I 1u - I of cnJ �np LIGuT+n,G d� - 03 T1 I T1 c� �� - LAYOUT ` ' 1 ACT-2 �� Lf HOCD @ 1 1/2' 1 2" 1 /2�" 1/2' 1 /2; 11/z `D - 6'-6" AFF k _ �,� r. T1 o AFF HOOD @ �- CT- XIST. OUTLET T1 N = 6'-6" AFF W/APPLIED � � N _ I -_�- a 7 _ » _r BAKED ®H O ® r rr T1 -, T1 S12 + - AOL EX 1 rr 1 4n n , 12 6° •Er-NG 1° 12'-6' Q AFF F-1 4 ENAMEL r, MME PANELS d' 6' J = -, oe F-, EX 1 1 02 200 F 1 , 1 „ J, „ 1 „ „ - _ _ -r ACT- F 11-0 -0 9 COVERES-,° TIO @ 9,_ ® 8rr S17 S16 S15 T14 E PIPE INSIDE JOIST SPACE ITCHE OH _ 1 / T16 T15 e�D 8'-O" AFF -2 WO EN% 7 - 9 -0 8'-6" O MENS @ 7 6" F-t _� SERVICE A 11 - _ C BELOW MEZZ. PLAN 11 -4" C1 Ci l C1 8 6 D D D DF-, -, 200°F '' I li4"= 1'-0„ r " p12 �, ® - i� PAINTED GYP 1 . a 2 -2 N1 2 6 n n 1 1 - ' 1, 20 o ti T1 Tl M Tl 1/ =� , r 114 .00 . CEILING 1 1/2" 1 1/ " - 11/Z " 1 /2" O - ' _ 1/ " ® 1 1/2" 2-8 '-3 !}n — — — — — — — -r5 r — — 'DTI r — — — — — — —(, — I _r — -�- — — na — SPRINKL Ap s J J r J NOT IN 3 �' rri CONTRACT r} % 7f' i21_6„ 1 T1 T T1 • t c _ _r LI 1 PAINTED ` ✓ 7AO r i PAINTED EADER = r 1 HEADER (� 12>_ „ Q- 1 �.2 -8 n�T � @ 7'-O" AFF 7' 6" AFF T1 T1 1 = I r 12 - „ 11 d I IIF 1 CV' - - 4/ n - 14u � qri I NJ 77 ri v' r a r� I ' � 14" TU SYSTEM ' - - 10-0 1-9 2 co 1112 n 1� 1Y ELECTRICAL O - _ EX 17_12 8 � O_6 N S WASH - _ T2-1 1 rr EXISTING 4" RISER LOCAArON _ F-' d- PAINTED GYP _ 14'-7" AFF 1 _ 1 EXIST. VANE TYPE FLOW SWITCH SEE DETAIL EXI TI SP INKLER„ PIPE _ °° AFF2®A ME PAINTED GYP T2a I 9 6 0 _ 0— �— �,1 CEILING @ WOMENS NOT IN ~ — aO ®A 8' 6 1.. ©A a Hit �A CEILI @ 1 '-6" ,1i r � c' 6' el 8'-- �FF T2a 12'-6- CONTRACT I� _ 611 1 1/2 1 1/ 1 1/2 '�' I 1/2 2 1 1/2 /2 ` T`0 �--� —{ y_ _ EXIST. 4" TYCO "590FR" V_ B RISER CHECK VALVE L_Jo r " r n A r n ti T2o © © 00 0 I RBA F-1~ F-1 `� �` (� O ® 0 -5 0 -6 0 - --� I cfl EXIST. 4" CONBRACO DC 4r_Ngnrr A 7r_Orr A 2r_7ri 2r_7rr r 6r 2r_6rr r_8 �1/4rr 4% 0 6 �o 10\ 46' 46' I lJ J)T90 DOUBLE CHECK VALVE ASSEMBLY � BAR � � w -1 w 1 A - 1 W - STAINED 1X4 EXIST. 6" x 4" FL. CONCENTRIC REDUCER R62 ®D �D TRIM @CEILING BEER ST AG RB3 EXISTING 3" VANE PAINTED GYP PAINTED GYP 6'-5" 1 1 6'-5" DP;Y SIDEWALL DEFLECTORS TO BE EXIST. 6" D.I. FIRE SERVICE DRY PENDENT SPRINK ERS IN COOLER CEILING @ 2 -O PAINTED GYP HEADER CEILING @ 11 PARALLEL WITH AWNING SLOPE @ TYPE FLOW SWITCH 9'-0" AFF 9'-LI AFF SPRINKLERS IN FLOATING SOFFT(10 -4'AFF) ° @ 7'-6" AFF FLOATING WOOD SOFFIT 4 TO 6 BELOW BOTTOM OF AWNING.. NEW 200 F UPRIGHTS BOVE COOLER OVER BAR DRY SIDEWALLS TO "SPRAY" DOWN - EXISTING 3" GROOVED SHOWN DASHED THE SLOPE OF THE AWNING. BUTTERFLY CONTROL VALVE TION PL 1/4" — 1'-0" SPRINKLER SCHEDULE EXISTING RISER DETAIL 1 4"= 1'-0" 45 RELIABLE MODEL G4A CONCEALED PENDENT SPRINKLERS, 5.6 K FACTOR, 1/2" NPT @ 165°F W/ WHITE COVER PLATE @ 135°F ® 2 RELIABLE MODEL G3FR DRY CHROME PENDENT SPRINKLERS, 5.6 K FACTOR, 1 " NPT @ 155°F 28 RELIABLE MODEL F1 FR CHROME RECESSED PENDENT SPRINKLERS, 5.6 K FACTOR, 1/2" ORIFICE (22 @ 155°F, 6 @ 200°F) 4 RELIABLE MODEL G3FR DRY SIDEWALL SPRINKLERS, 5.6 K FACTOR, 1 " NPT @ 200°F O 2 RELIABLE MODEL F1 FR BRASS UPRIGHT SPRINKLERS, 5.6 K FACTOR, 1/2" NPT @ 200°F X 4 EXIST. BRASS UPRIGHT SPRINKLERS (on Sprig), 5.6 K FACTOR, 1/2" NPT @ 155°F GENERAL NOTES: BURTONS GRILL 1 . OCCUPANCY: RESTAURANT . 2 " FIRE SERVTC TO s" LOOP AROUND 2. DESIGN OF FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA #13, 2002. SHOPPING PLAZA 3. DESIGN DENSITY FOR RESTAURANT SEATING AREA: .10 GPM PER SQ. FT. OVER 1050 SQ. FT. WITH 100 GPM OUTSIDE HOSE STREAM ALLOWANCE. REDUCED DESIGN AREA PER NFPA 13 2002 11 .2.3.2.3.1 RESTAURANT SERVICE AREA PIPE SIZE IS BASED ON THE EXISTING PIPE SIZING FOR ORDINARY HAZARD GROUP 1 . DESIGN OF THE ORIGINAL RB3 SYSTEM IS BASED ON ORDINARY HAZARD GROUP 2. EXIST. 6" FIRE SERVICE 4. PIPING 1" THROUGH 2" TO BE BLACK STEEL SCHEDULE 40 WITH STANDARD SCREWED CAST IRON FITTINGS. PIPING 2 1/2" AND LARGER TO BE BLACK STEEL SCHEDULE 10 WITH ROLL GROOVED ENDS, GROOVED TYPE COUPLINGS AND FITTINGS TEES OR WELD-0-LETS. 100'-0" 5. ALL HANGERS TO BE LOCATED AND SIZED IN ACCORDANCE WITH NFPA #13, 2002. 6. PENDENT SPRINKLERS TO BE VISUALLY STRAIGHT BUT NOT NECESSARILY IN THE CENTERLINE OF THE CEILING TILE. v 7. sot DENOTES HYDRAULIC REFERENCE POINTS. w 8. OWNER TO PROVIDE ADEQUATE HEAT (ABOVE 400) IN BUILDING TO PREVENT WATER IN SPRINKLER PIPING FROM FREEZING. `n ' 9. STRUCTURAL LOAD BEARING ANALYSIS OF THE FIRE SPRINKLER SYSTEM AND ITS RELATED COMPONENTS 0 HAS NOT BEEN INCLUDED AS PART OF THIS CONTRACT. o WATER FLOW TEST INFORMATION SYMBOL LEGEND STATIC PRESSURE 67 PSI � RESIDUAL PRESSURE 60 PSI w ; FLOW 1000 GPM DENOTES EXISTING MAIN TO BE REMAIN TEST BY CONNECTICUT WATER DEPT. TEST DATE: AUGUST 14, 2002 -& - - - - - - - b DENOTES EXISTING BRANCHLINE TO BE REMAIN DENOTES NEW BRANCHLINE TO BE INSTALLED p,- „ 1 (QTY - 6)-DRILL 1 3/16" HOLE INTO EXISTING 1 1/2" PIPE FOR NEW 1 1/2" x 1" VICTAULIC STYLE 922 FIRELOCK OUTLET-T ADD NEW 1" ARM OVER AS SHOWN *2 (QTY - 1 )-DRILL 1 1/2" HOLE INTO EXISTING 3" PIPE FOR NEW 3" x 1 " MECHANICAL TEE. ADD NEW 1" ARM OVER AS SHOWN. ---------------------- *3 (QTY - 2)-DRILL 2" HOLE INTO EXISTING 3" PIPE FOR NEW 3" x 1 1/4" MECHANICAL TEE. ADD NEW BRANCHLINE AS SHOWN. SITE PLAN *4 (QTY - 1 )-DRILL 2" HOLE INTO EXISTING 3" PIPE FOR NEW 3" x 1 1/2" MECHANICAL TEE. ADD NEW BRANCHLINE AS SHOWN. U ' *5 (QTY - 1 )-DRILL 2 112" HOLE INTO EXISTING 3" PIPE FOR NEW 3" x 2" MECHANICAL TEE. ADD NEW BRANCHLINE AS SHOWN. � REV.# DATE REVISION DR.BY W W MA Contractors Lic. #001519 CT Contractors Lic. #F11484 6 (QTY - 4)-EXTEND END OF EXISTING 1 1/2: BRANCHLINE W/ NEW 1 1/2" x V-0" PIECE W/ WELDED OUTLET. ADD NEW BRANCHLINE AS SHOWN HFP CORPORATION � � _ _ o N *7 (QTY - 1 )-EXTEND END OF EXISTING 3" CROSSMAIN W/ NEW 3" x V-0" PIECE W/WELDED 1 1/2" OUTLET. ADD NEW BRANCHLINE AS SHOWN 32 CHAR DRIVE-WESTFIELD,MASSACHUSETTS01085 (V Tel: (413)568-4709 Fax: (413)562-7298 GAGE HYDRAI�T N.I.C.E.T. Cert.#066695 Boston Contractors Lic.#FC000847 ::LOW HYDRANT C0 ELEVATION: 15-0 ABOVE URT N RILL FINISH FLOOR THIS DRAWING IS PREPARED BY HFP ELEVATION: 15'-0" ABOVE w I SYMBOL LEGEND CORPORATION FOR USE IN CONJUNCTION WITH THIS PROJECT AND IS FOR USE SOLELY WITH BURTONS GRILL BURTON GRILL FINISH FLOORs'-o" AFF PIPE 0 ABOVE FINISH FLOOR (AFF) Main a MAIN FAQ= =-.u'J TAG , RESPECT TO HFP CORPORATIONS WORK ON 100 EVERGREEN WAY SOUTH WINDSOR CT. CEILING HEIGHT # Lo1 BRANCH_ '._ _-�RICAT:ON TAG SUCH PROJECT. HFP CORPORATION RETAINS soy IC REFERENCE NODE LONGITL� SE.SMIC ERACE IF REQUIRED ` A HYDRAULIC O ( ) ALL COMMON LAW STATUTORY AND OTHER r �► RESERVED RIGHTS INCLUDING COPYRIGHT. THIS FIRE PROTECTION PLAN ---------------------------------------- SHALL NOT BE USED BY OTHERS ON OTHER EXIST. 12" CITY WATER MAIN >< LATERA_ S- 5 ':C BRACE (IF REQUIRED) DRAWING AND ASSOCIATED CALCULATIONS -------------------------------- - - - - - - - - - - - -------------------------------------------------- X 4-WAY S- S` C BRACE (IF REQUIRED) PROJECTS OR FOR PERFORMANCE, COMPLETION, �EOf 9y OR ADDITION TO THIS PROJECT BY OTHERS JAMESM.LAWRENCE DRANYINBY: DLI3 CHECKED BY: PR LmTDERNVRTTERISO Job op 400-0" EXCEPT BY AGREEMENT OF HFP CORPORATION IN WRITING AND WITH APPROPRIATE SHEET 06_4916 2' 4' 6' 8' 10' 12' 14' 16' 18' COMPENSATION TO HFP CORPORATION. SCALE AS NOTE DATE. 3/23/06 NO. FP1 OF 1 \ L CB 94.1 �i; - -- L. I _- - + Y I �� 1 800A T =122 02 ® r 5 CB,¢4s S-0.78x 1 _ I05o' Q�� Q NVOUT-119. 12278 I MA TCH LINE SHEET V. 1-02 \\ z.. ° FF=122.71 CONC. ® ___ ---------------_IN�OUT_11933------------ ^------ II 18"CPP\ ' . PA TBIT-- `D I !I S=o.48xBIT.- LOT-J N t I \ \ --- -- - o _- 10 SPACES MATCH LINE SHEET I/. 1-01 �.�\ --- - 6) �. - �'y ,z4. 2�� - _ - - --- - III a \\ /h4�o f CONC.--- C7HAGRATE-lvour5- - o III I ( m B I III I I I I QQ/ FUSS ANR ss - -i L.S _ I rr I I � 4G ONEILL" ate � , ® TF- 1z6.�2� 8I I 1•r - ----------== - N x )NJ),Y = I l I 70� N� \ +� �i�' / II , N 5 (f) 128 ..- 090[-D /�- ---o- I L.� PAT.CONC I N I I PARCELS A & B CUL T EN II L.sIT 1 s V II I n �� Fn� , ,.,,,� ! AArrTAOV cnu�Q Inlvnlrrn1[�1 i / III Icy I . II, LOT-K 8 I 7 0 I I I J I II fil "• • �� LV YVILrC Jfilvllrlrlr JLIIt-n II' //�(� O II q� EASEMENT TO BE GRANTED MH04 �l y ti LI a' / u r to i ` i �Iv I I I II III I I j� j n / 26 SPACES I q TO MIS TOWN LINE ASSOCIATES, LLC 7F=12,.62 NN ^ CONC. 1 H I I ONp r�^ 3 F �q 0.837 ACRES / J6,447 S.F. (TOTAL) /NV lN(NE)=118.66 / MH y -123 7 I I �317��, ca i lNV/N(SW)=119.21 a AN Mf)' y BUILDING 800A II �►I 1 L B/T. PARK/N� ,� I I II SEE MAP REF. 121 /NV OUT`TO RECHARGER-1 .56 / 4r 3OO EVERGREEN WAY I ( ( I _qlo .f�/T lNV OUT=1f8.81 / \ 1 PAT.CONC. - III I I 9 4 -�-=15"CPP J I r ( ( I( I I ( ( I ( I IIZE WETLANDS AREA PARCEL. A II m i - ry ce (� T AREA OF EASEMENT OVER p / o FF-124.91 5=213x �=1128 I ( Q I ( II ,, st I LAND OF "UNIT 2" ry / 1 cB ` ' 16,948 SQ.FT. II r v o T=119.52 I P 1 h I II , I ! /NY T- f �•� III I I \ i J ° I ON. l VINE=120.07 / ( I lNV 0.573 ACRES /24,961 S.F. �Q� / J 7F 12 !�o• II of II I / II INV (SEE MAP REF. #12) ��ry // _ / / />✓'OrYC !\ /l/�=.T-I A I / TRANSFORMER PADS �. ,= _ I �I !I I II 11 // !1 I� �I °;i� li ) I II I I I I I t 6� _._. = I _ - /�j /j' / D�GM'`o/ r /��t.A9�• LS ° PAT.CONC. TELEVAULT 1 t ZI 1 ��i 1 ii I �II / II 1 I I I I II I i I I ( I I I I I I,.,`IIN 857616I49 !l���' / D�� ,/; / ..•� \ HH CA TV QP ,/ yG \ DUMP57ER& / III I I I I 'I r �C\\ l�'c��\\ ENCLOSURE CONC/GATE J I- LATER MAI /EASEMENT 0 \ 1. WATER MAIN I N �_I m p• o I J RANTED CONN. ^+. T 7? I I I t �.� 6'HOPE EASEMENT GRANTED WATER COMPANY �6'' TO CONNECTICUT 5 / / ;t• / o �� HHE TYP Q /, G /( (SEEM REF. #2 N G, 12/ cj co 0 0 / � J a o F t I k 1-1 l i 17 F . r O k t l r. ^� t�� o W I %• n� \ \ \ \ I I ( II \\ C AIN L / WATER COMPANY /�? s MH °� Y.D /N r ' • / � -- V 0 / o i Q / I 12 .2 � '\ ° ,. tip, ® / 5• \ _ G / (, 1 I t ; I t I 1 G. r �`�:.�/iNv- 14 0 / \ o / �' GAS EASEM NT Q;I w ( � ( T I ` I f121GH T SLOP . G ✓' \ I1301I (§EE MAP RE . #6) �cil UP OR l� OF AY o I\\ G / ELEC OUTLET ' R 1 \�'. . •/' p' ? zo� / 0 / I S E EXCEPT! N 14 Q Ih �J N VO F rHE TOWN PAT.CONC. s� MH¢6 O °0 /� /> I I / O I OF OUTH/W�tiDS R I I _ . i TF=124.80, �( E 1 ^C'\\ `- - \ / �� �. ,/ .,• - 1: i -• ifvv V�C,� l/j lP`V lN(SW)11796 vi " r,-_• - - l/ ` V / /°�, / / p UT-117.80 / / Q / �/ ^ r J / 4 O / 1 I � � � � I [0 - - �Q �G / / / :•:>o G• f'yy \ �Gpt' /�Q� /- I O / Q J / l J I ( ( I / vo J\ (• °/zs 0 , / ®® 7F34.61 /( l I ( 4 v S R.G. DUM S R de (� F. 0 / G / f G TRANSFORMER PAD / f , / / _ / ( LD V Dc C\ + /. G / N / /NV OUT- / E SURE Q' 0 / / / ® 0 ti 5 G / a / •: - - •� � o�' /\ /'� �` /" o `N F TOW OF SOU�HI '16 GATE �HH CATVLE VA r /� /r / I °� / DEDI ATED AS A PU Q ` s 50;1 HHE(TYP) WE EXCEPTION/# &I )j8)' / l � l l I � a -� �/i •'�/.�:�j V OUT=114;87 � / � / R.G. r /'d•:f w i o ..\ � I I I I l l I I is O`_ �� l / I I R.o.w. QTI/- ,VARIABLE _ �n� hr �`l ]� / ti Q�% vy. GONG 7CF8--2235CONC. I I 25, O INV/N=114.40 LO _ ti !NV OUT=114.25 • '/ � C-PP �✓ / ) ( ( 165 SP i / / � VAN o y v `%'/ - ce �' \ ACES ' ' \ ° / r < PAT.CONC. P /� G / =1OUT= / EASEMENT GRANTED TO THE ,% / �= ao o CONNECTICUT LIGHT AND POWER / /!� V Old, / r 9 /K T-12o.89 COMPANY AND COX BUSINESS �G / �. C G ��� /:• SERVICES, LI_C -z (SEE MAP REF. #4 AND #5) // � / �• � PAT.CONC O v � �� F>c Ff I I( N 1', ANLr pit,) 4� �v -AV N / / E 44 Wy`rH. / / V \ / I l / I I ^ i9 ° TEL Tr Tr ) Qy` ' / r// 0\.d• ' �� J �G 0 !t�' / / 7F-1 3.21 , / / \/ l fo/ I ( I O�Ot VAULT D / k\ .. PAT.CONC. O �J' o -- --a- r � � 5. �•� /o• � •/� / � ti0 s CAN / +�• / RD / V / /NV/N 15 SE-11 3 +� � � , RG. r/ �iYV l(6 E)119.17 ✓ Sb' � --- ---- f 1 �\ 15" RCP L 1 { TRANSFORMER PAO G i / �� 'tj`1' Q• �`' ,•'QQ/ / / /NV/N(6 SE)=1 O, `\ T �St6'y n � / - - - --� PAT.CONC. \� GM g• GQy�P �' � ,` , f \(NV OUT=1f8.26 // � -/` /dS 6•' � ( l � l J (,124 B/T. PAR 2 , __ s ` O r l I 75 K/NG _ I _ o / :. •,v Q �? r' \ (sE) =Io7.92 GAS;EASEMENT / 16 ! l 4 ` \� , HHT�s, : '(:> ELEC OU7LEr(rYP.) G /n, i�1 �s \ (SEE MAP REF. #6 1F=20.7 `l. -- T _ _ covc. 9r / /: / / 6 ,' / cy'` /`` 1� / ✓ r� Q / / o ` PTION #1 ) � i INtQ'SE)= 11:99 - --__ � � --_ /QP �y ::• -, :•r� EASEMENT GRANTED TO THE POWER IN sw 117.28 'G �� /' CONNECTICUT LIGHT AND PO LOT- >11 B /'- e4y / COMPANY AND COX BUSINESS ' GL /,� 1p 8 r / RIGH F- Y GF� NT] D TO TO t OF OUTH WINDSOR = Q SERVICES, LLC ,t 7 / \ BY EVER EEN yJALK LIFE TYLE :CENT LL " n \0 - 7x /T 1 /r - - v G ✓ . AND EVERGREEN` WALK M �STER/ASSO IATIO INC. W 9 O & 2 - �--_ q `� . • • � /- (SEE MAP REF. #4 AND #5) , t`t, �:') --- 9/ (. F F F>t F F'I K f, n�� =t.l r; ( , r.',% � , IF 123. 8 � (SFE MAP REF. #8)' O � / WG / CONC, h TF.=1 3.84 •� e/. 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R I G O - ;;,, eY ' " V ti- k ` --� _ 02 , L ,. 1 s 0 PSTER tE!"� a _ - _ 5 59.4;7 Z 1 DUM SURE1 - _� - (, \ �' - -� 00'39"E' -- N84 . 02 1 ON -- GATE f_ 1 1 y w/ p - - - -�- -/ EASEMENT L E GRANTED.TO 'THE y[ o F l , --- o � _ ----��•\ ` p6+ CONNECTICUT LIGHT?AND POWER 1 w - 5.50 ----- -- -- ANY A CO BUSINESS N 7 - a 30 - COMP AND XI B i9� �;� S E _ „ _ - ► 1 _L- Sg'10 W -- - SERVICES, LLC r� - (SEE MAP RE:F. #4 AND #5) / WATER MAIN EASEMENT (SEE EXCEPTION 15 =N1 - ` W' _ - NP 2� I 1 _- - -� -_ - - # N77 05'36'W __r- G 4• pL GFANTED TO CONNECTICUT _ 16 0 f , 1 " ,_ _ i' YJATER COMPANY ��' 1 6.85' kj, f . -, a- STORM DRAINAGE PARCEL B ---_ 5•���-- , �1 / I r (SEE MAP REF #2) GAS EASEMENT EASEMENT TO BE GRANTED L 1-; I-,-l 1 AREA OF EASEMENT OVER LAND _/ h J-- ENE - - _- 1 _ t TO MIS TOWN L/NE ASSOCIA TES, LLC OF "COMMON ELEMENTS" RIGHT!TO �t OPE FOR BlT , R 4 - -_ UN' HON Box ` at 1 l SEE EXCEPTION 14 2.052 ACRES/89, ( 1 FAVOR OF HIGHWAY'' �� I , (SEE MAP REF. #6) SUPPOR7� OF\ 11 T L 387 S.F. (TOTAL) 0.264 ACRES/ 11,486 S.F. 54 P.U•0. IELEP 1<U , ( # ) SEE MAP REF. 13 IN F V R THE TOWN - 305• „ HAND OL'= ''' ,�+ ��' ( ` (SEE MAP REF. #12) -OF SO -H WINDSOR '03 W �; - 8Tp3 _ -> - �_/ (SEE;'MAP REF. #10) I TELEPHCN PAD - _ (SEE I=XCEPTION #5) �( iIP.IEEEi GUIDERAIL TRAFFIC CONTROtLEE_ -- - SEE EXC PTIO 6)' 1 N/F BUCKLAND ROAD RETAIL, LLC UNIT I > � N It All OFO1 i� Q 2p1.77• - -_ PAVEMENT 87'D3UMIT OF 'papw FOR DE WA 770NIBUIL T LIST, SEE SHEET V.1-03 � �N/F EVERGREEN WALK LLC 1 PRO`. MANAGER: MMC SEAL SEAL SCALE: PRO`. No.: 00481 P30 IMPROVEMENT LOCATION SURVEY- RECORD CHIEF DESIGNER: FTC TO MY KNOWLEDGE AND BELIEF, THESE MAPS ARE SUBSTANTIALLY CORRECT HORZ.: 1"' =40' DATE: 5/2/05 �► CONS PREPARED FOR REVIEWED BY: DATE pF,..••••. ��,► AS NOTED HEREON. VERT.: N/A r CARS'�� �i �� DATUM: HORZ.: NAD 83 FUSS & O`NEILL INC. Consulting Engineers POAG & McEWEN LIFESTYLE CENTER- CONNECTICLTT, LLC O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 2. 05/25/06 BURTONS GRILL UPDATE `*; ,;�t t VERT.: NGVD 29 3 860.646.2469 THE SHOPS AT EVERGREEN WALK \/ OU 36 1. 05/09/05 TOWN COMMENTS i�N� 70� 01.►`�, ` 40 20 0 40 v ■ 1 -O 1 � No. DATE DESCRIPTION BYO.,NEN.►•' y0 E �; (c, �, ,1 70036 v REVISIONS DAVID A. CARICCHIO, L.S. LICENSE No. GRAPHIC SCALE www.FandO.com BUCK-LAND ROAD SOUTH WINDSOR, CONNECTICUT