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Home My WebLink About1315 JOHN FITCH BLVD 201400225 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 10/28/2014 GIS ID:47701315 FEE: 10.00 MUNIS APPLICATION# 201400337 BUILDING DESCRIPTION: APPLICANT M LOCATION NAME: MIANO CONSTRUCTION CORP. ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 230 NORTH STREET ;. OWNER: GOLDBERG LOUIS H ETAL DANVERS,MA 01923 3 38 HENLEY WAY WEST HARTFORD,CT 06117 DESCRIPTION OF WORK: RENOVATIONS TO EXISTING BUILDING. ADDRESS CHANGED TO 1305 JOHN FITCH BLVD. - ' SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/28/2014 8:49 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 201600042 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 01/21/2016 ` "` GIS ID:47701315 ' "� FEE: 10.00 MUNIS APPLICATION# 201501546 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PDS ENGINEERING& CONSTRUCTION ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 107 OLD WINDSOR ROAD OWNER: 1315 J F ASSOCIATES LLC BLOOMFIELD,CT 06002 �; 1315 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INTERIOR DEMO AND NEW ADA RESTROOMS. NASSAU'S FURNITURE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. "w€ CONSTRUCTION TYPE: • Via, OCCUPANCY GROUP: Est, J BUILDING OFFICIAL 1/21/2016 8:29 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000382 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 08/05/2014 GIS ID:47701315 FEE: 300.00 MUNIS APPLICATION 9 201401059 BUILDING DESCRIPTION: APPLICANT r"„ ; „ LOCATION NAME: MIANO CONSTRUCTION CORP. ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 230 NORTH STREET a2� x" OWNER: GOLDBERG LOUIS H ETAL DANVERS,MA 01923,", ; 38 HENLEY WAY WEST HARTFORD,CT 06117 DESCRIPTION OF WORK: CONSTRXJCT FIRE PUMP.(WITHIN EXISTING PROJECT) ANIXTtPC SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/5/2014 12:27 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000412 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 08/19/2014 GIS ID:47701315 FEE: 2466.00 MUNIS APPLICATION# 201401071 BUILDING DESCRIPTION: APPLICANT ',." LOCATION NAME: ANIXTER :/,a~ ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 340 PROGRESS DRIE OWNER: GOLDBERG LOUIS H ETAL MANCHESTER,CT 06042 r� 4 ".38 HENLEY WAY ts,1 d WEST HARTFORD,CT 06117 DESCRIPTION OF WORK: INSTALLATION OF PALLET RACK. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/19/2014 3:38 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 13000593 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 10/30/2013 GIS ID:47701315 FEE: 426.00 MUNIS APPLICATION# 201301459 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: HARTFORD RESTORATION SERVICES, INC. ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: P.O. BOX 1301 OWNER: GOLDBERG LOUIS H ETAL GLASTONBURY,CT 06033 .1315 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REROOF. INSTALL INSULATION. 6,000 SF. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANSAPPROVED BY TIIE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/30/2013 12:34 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600734 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/01/2016 GIS ID:47701315 FEE: 4965.00 MUNIS APPLICATION# 201601571 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CENTIMARK CORPORATION ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 51 BALAMOSE AVENUE OWNER: 1315 J F ASSOCIATES LLC ROCKY HILL,CT 06067:` 1209 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 E D REPLACE 0 50 . FT.OF.TOP LAYER OF ROOF WITH DESCRIPTION OF WORK: REMOVE AN R 7 ,3 SQ NEW TOO MECHANICALLY ATTACHED. " ' •} SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. r t CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 11/1/2016 11:55 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600021 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SPRINKLER PERMIT DATE: 09/21/2016 GIS ID:47701315 FEE: 585.00 MUNIS APPLICATION# 201601262 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: HARTFORD SPRINKLER CO INC ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 4 BRITTON DRIVE OWNER: 1315 J F ASSOCIATES LLC BLOOMFIELD,CT 06002 1209 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL ESFR SYSTEM TO ACCOMODATE MATTRESS AND SOFA STORAGE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/21/2016 9:49 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400005 TOWN Of SOUTH WINDSOR, CT PERMIT NUMBER SPRINKLER PERMIT DATE: 05/21/2014 GIS ID:47701315 FEE: 3075.00 MUNIS APPLICATION# 201400337 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: HARTFORD SPRIN413kCO INC ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 4 BRITTON DRIVE - OWNER: GOLDBERG LOUIS H ETAL BLOOMFIELD,CT 06002 �'° 38 HENLEY WAY - 1 ems. WEST HARTFORD,CT 06117 DESCRIPTION OF WORK: RENOVATIONS TO EXISTING BUILDING. ADDRESS CHANGED TO 1305 JOHN FITCH BLVD. INSTALL ESFR SYSTYEM FOR RACK STORAGE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: =- :_ BUILDING OFFICIAL 521/2014 11:41 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400229 TOWN OF SOUTH WINDSOR PERMIT NUMBER HVAC PERMIT DATE: 06/03/2014 GIS ID:47701315 FEE: 3600.00 MUNIS APPLICATION# 201400337 BUILDING DESCRIPTION: APPLICANT ;-," LOCATION NAME: KV MECHANICAL ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 275 A PARK AVENUE-;., OWNER: GOLDBERG LOUIS H ETAL EAST HARTFORD,CT„06108 38 HENLEY WAY WEST HARTFORD,CT 06117 DESCRIPTION OF WORK: RENOVATIONS TO EXISTING BUILDING. ADDRESS'CHANGED TO 1305 JOHN FITCH BLVD. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/3/2014 3:16 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400312 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 08/15/2014 GIS ID:47701315 FEE: 465.00 MUNIS APPLICATION# 201401059 BUILDING DESCRIPTION: w" APPLICANT r- ' LOCATION NAME: PROFESSIONAL ELECTRICAL ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 145 ROBERT JACKSONAWAY,. OWNER: GOLDBERG LOUIS H ETAL PLAINVILLE,CT 06062.; ; 38 HENLEY WAY WEST HARTFORD,CT 06117 DESCRIPTION OF WORK: CONSTRUCT FIRE PUMP.(WITHIN EXISTING PROJECT) ANIXTER: WIRE THE NEW 50 HP FIRE PUMP,JOCKEY PUMP,LIGHTS,RECEPTACLES r AND FIRE ALARM. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/15/2014 11:16 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400323 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT 2 DATE: 08/22/2014 GIS ID:47701315 FEE: 210.00 MUNIS APPLICATION# 201400337 BUILDING DESCRIPTION: .Y APPLICANT LOCATION NAME: TYCO INTERGRATED SECURITY ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 10 RESEARCH PARKWAY' OWNER: r GOLDBERG LOUIS H ETAL WALLINGFORD,CT 06492 38 HENLEY WAY {WEST HARTFORD,CT 06117 DESCRIPTION OF WORK: RENOVATIONS TO EXISTING BUILDING. ADDRESS'CHANGED TO 1305 JOHN FITCH BLVD. SPECIAL CONDITIONS: <t, ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/22/201412:54 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400329 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT 3 DATE: 08/29/2014 GIS ID:47701315 FEE: 600.00 MUNIS APPLICATION# 201400337 BUILDING DESCRIPTION: APPLICANT w;;.: ;i LOCATION NAME: 568SYSTEMS,INC. ,>'_ ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 77 OLD BRICKYARD LANE OWNER: w GOLDBERG LOUIS H ETAL BERLIN,CT 06037 38 HENLEY WAY WEST HARTFORD,CT 06117 a DESCRIPTION OF WORK: LOW,VOLTAGE DATA CABLING. SPECIAL CONDITIONS: K. ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/29/2014 2:43 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 11000007 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 01/07/11 GIS ID:47701315' FEE: 210.00 MUNIS APPLICATION# 201001680 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: NASSAU FURNITURE CO THE ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 1315 JOHN FITCH BLVD OWNER: GOLDBERG LOUIS H ETAL S WINDSOR,CT 060742441 1315 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 h DESCRIPTION OF WORK: REPLACEMENT WALL SIGN WITH CHANNEL LETTERS INTERNALLY ILLUMINATED WITH LED'S.324 SQ.FT.---NASSAU'S FURNITURE. r, SPECIAL CONDITIONS: 4 ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL :1-.[i0l r U7/2011 4,17 PM 3!:5 THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400362 TOWN OF SOUTH WIN-D-SOR, CT PERMIT NUMBER ELECTRICAL PERMIT 3 DATE: 09/11/2014 GIS ID:47701315 FEE: 240.00 MUNIS APPLICATION# 201400337 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: TYCO INTERGRATED SECURITY ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 10 RESEARCH PARKWAY, OWNER: GOLDBERG LOUIS H ETAL WALLINGFORD,CT 06492 38 HENLEY WAY " WEST HARTFORD,CT 06117 DESCRIPTION OF WORK: LOW VOLATAGE INSTLL OF NEW ACCESS CONTROL SYSTEM. 7 l l 1y , SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. r CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/1 I/2014 3:39 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600131 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 04/04/2016 GIS ID:47701315 FEE: 90.00 MUNIS APPLICATION# 201600180 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: TYCO INTERGRATED SECURITY ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 10 RESEARCH PARKWAY OWNER: 1315 J F ASSOCIATES LLC WALLINGFORD,CT 06492 1315 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL AN ADDITIONAL KANTECH ACCESS CONTROL SOLUTION FOR AN INTERIOR CAGE TO THE BUILDING. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 4/4/20 1 6 2:24 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600013 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 01/21/2016 GIS ID:47701315 � ' �" - FEE: 45.00 MUNIS APPLICATION# 201501546 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PREMIER ELECTRICAL CONTRACTOR LLC. ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 344 BLUE HILLS AVENUE " ` OWNER: 1315 J F ASSOCIATES LLC HARTFORD,CT 06112,, .. �' 1315 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ELECTRICAL DEMOLITION FOR WALLS THAT WERE REMOVED. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: � .'�� , BUILDING OFFICIAL OCCUPANCY GROUP: 1/21/2016 8:25 AM THE FEE ABOVE INCLUDES A SO.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600032 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 01/29/2016 GIS ID:47701315 FEE: 15.00 MUNIS APPLICATION# 201600088 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MACE COMPANY LLC. ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 125 ROBERT JACKSON WAY OWNER: 1315 J F ASSOCIATES LLC PLAINVILLE,CT 06062 1315 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: DISCONNECT EXISTING SIGN AND FRONT SIGN. WIRE NEW LED SIGN. ONE 20 AMP CIRCUIT." SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/29/2016 2:47 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000347 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 12/02/10 GIS ID:47701315 FEE: 45.00 MUNIS APPLICATION# 201001579 BUILDING DESCRIPTION: APPLICANT '" LOCATION NAME: DANIELS ELECTRIC,INC.-,','.' ADDRESS: 1315`JOHN FITCH BLVD ADDRESS: 6 SANDRA DRIVE OWNER: GOLDBERG LOUIS H ETAL SOUTH WINDSOR,CT 06074' `"�1315 JOHN FITCH BLVD - SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REMODELYFUNITURE SHOW ROOM SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE,WITH THE'APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/2/2010 9:31 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400214 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 05/23/2014 GIS ID:477013154 FEE: 1200.00 MUNIS APPLICATION## 201400337t BUILDING DESCRIPTION: APPLICAN LOCATION NAME: KV MECHANICAL ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 275 A PARK AVEN "` OWNER: GOLDBERG LOUIS H ETAL EAST HARTFORD, 4. 8 38 HENLEY WAY WEST HARTFORD,CT 06117 DESCRIPTION OF WORK: RE' OVATIONS TO EXISTING BUILDING. AD F,�FSS CHANGED TO 1305 JOHN FITCH BLVD. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE. WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: * OCCUPANCY GROUP: BUILDING OFFICIAL 5/23/2014 2:50 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600039 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 01/29/2016 GIS ID:47701315 FEE: 105.00 MUNIS APPLICATION# 201600088 BUILDING DESCRIPTION: r_ APPLICANT-, LOCATION NAME: CONNECTICUT SIGN SERVICE LLC. ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 23 SAYBROOK ROAD''* OWNER: 1315 J.F ASSOCIATES LLC ESSEX,CT 06426 = ti-r< 1315 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: TWO NEW NON-ILLUMINATED WALL SIGNS AND ONE NEW ILLUMINATED WALL SIGN FOR NASSAU'S k SPECIAL CONDITIONS: _ ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/1/2016 12:06 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500672 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/03/2015 GIS ID:47701315 FEE: 375.00 MUNIS APPLICATION# 201501546 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PDS ENGINEERING&CONSTRUCTION ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 107 OLD WINDSOR ROAD- OWNER: 1315 J F ASSOCIATES LLC BLOOMFIELD,CT 06002 1315 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INTERIOR DEMO AND NEW ADA RESTROOMS. NASSAU'S FURNITURE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1 1/3/2015 10:32 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000498 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 09/18/2014 GIS ID:47701315 FEE: 15.00 MUNIS APPLICATION# 201401285 BUILDING DESCRIPTION: APPLICANT; LOCATION NAME: SIGNS OF ALL KINDS LLC, ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 227 PROGRESS DRIVEr. OWNER: 1315 J F.,ASSOCIATES LLC • MANCHESTER,CT 06042� 1315 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW NON-ILLUMINATED WALL SIGN WITH VINYL LETTERING. SIGN FOR ANIXTER. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS-APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: `+ OCCUPANCY GROUP: x BUILDING OFFICIAL 9/18/2014 11:41 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500022 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 01/21/2015 GIS ID:47701315 FEE: 75.00 MUNIS APPLICATION# 201500025 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SIGNS OF ALL KINDS LLC ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 227 PROGRESS DRIVE OWNER: 1315 J F ASSOCIATES LLC MANCHESTER,CT 06042 1315 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACEMENT NON-ILLUMINATED WALL SIGN. WELDED ALUMINUM TUBE FRAME CONSTRUCTION WITH ALUMINUM SIGN FACE AND VINYL LETTERS SIGN FOR ANIXTER. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/21/2015 12:54 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000614 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 12/02/10 GIS ID:47701315 FEE: 375.00 MUNIS APPLICATION# 201001579 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PDS ENGINEERING AND CONSTRUCTION ADDRESS: 1315'JOHN FITCH BLVD ADDRESS: 107 OLD WINDSOR ROAD ;: OWNER: GOLDBERG LOUIS H ETAL BLOOMFIELD,CT 06002 1 ." '1315 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REMODEL FU_ NITURE SHOW ROOM SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE:APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. , w CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/2/2010 8:44 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600629 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 10/11/2016 GIS ID:47701315 FEE: 90.00 MUNIS APPLICATION# 201601262 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: AAFFORDABLE SERVICES LLC. ADDRESS: 1315 JOHN FITCH BLVD ADDRESS: 167 SCANTIC ROAD OWNER: 1315 J F ASSOCIATES LLC EAST WINDSOR,CT 06088 1209 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REMOVEACCOUSTICAL DROP CEILING TO INCLUDE GRIDS. CLOSE IN 10 X 12 OPENING AND CREATE A 48 X 80 OPENING. ALSO BUILD PRESSURE TREATED STAIRS TO EXIT NEAR LOADING DOCK. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/11/2016 12:21 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000204 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 05/19/2014 GIS ID:47701315 FEE: 18650.00 MUNIS APPLICATION# 201400337 BUILDTNG DESCRIPTION: APPLICA LOCATION NAME: MIANO CONSTRUC ON CORP. ADDRESS: 1315 OHN FITCH BLVD ADDRESS: 230 NORTH STREE OWNER: GOL ERG LOUIS H ETAL DANVERS,MA 01 3; , 38 HE LEY WAY WEST ARTFORD,CT 06117 DESCRIPTION OF WORK: RENOVATIONS TO EXISTING BUILDING. SPECIAL CONDITIONS: �*. - � , ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. OR CONSTRUCTION TYPE: y OCCUPANCY GROUP: BUILDING OFFICIAL 5/202014 10:44 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF 'OUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPART MENT APP 1540 SULLIVAN AVENUE - Bldg.Permit# i 644-2511 ext. 230 -4(o d U(Q Z 9 Date Building Inspector a Application must be printed or typed FEE SCHEDULE / Location of Job: $041,000=$15.00 Over$1,000= Street No. Street Lot No. $15.00,per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS / 2 APPLICANT' PHONE,4Q— OWNER AtW N S F44 OWNER ADDRESS / U 7- 04) OWNER PHONE C � ESTIMATED COST$ r D U IS THIS A CONTRACT COST? l es No FEE ENCLOSED$ . o o TYPE OF JOB: q hs4R•Cod New Installation L"Alteration/Addition/Repair Revised 03/05/l0 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE of BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY BUSINESS ❑. ASSEMBLE' FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please'specify) TYPE OF INSTALLATION/WIRING METHOD. SIZE OF SERVICE SI ZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? 0 YES 0 NO NUMBERS OF LIGHT CIRCUITS NUMBER OF F:7WER CIRCUITS NUMBER OF SWITCHES_ NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUIT'S NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK t0 / THE UNDERSIGNED HEARBYAPPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK �-- CONTRACTORS LICENSE NO E STATE SIGNATURE OF APPLICANT DATE_l� DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: ' 2 BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspect6i Application must be printed or typed FEE SCHEDULE i Location of Job: FTenant �k��n �+ck l21 v-d -- $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT — APPLICANT ADDRESA �`'� Y 106ni ;e 1 r+ 06 00 7- _ APPLICANT PHO��N/E��# �-2 32" 30 O OW N $F OWNER ffy jr- l4n 7►' leiShT �V✓bi �� q< OWNER ADDRESS OOWNER PHONE ct C a ESTIMATED COST$ 3 1 V d IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ g 1� TYPE OF JOB: Z y t y �S 0 R'0 4 New Installation v Alteration/Addition/Repair _$e-2-c. Revised 4/01/n002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO.OF STORIES ❑ RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY ;&STORAGE ❑ GARAGE ENGINEER'S NAME PHONE ❑MIXED USE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? ❑YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES ❑NO IS A SPRINKLER SYSTEM PROVIDED? ❑YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI 1 p DESCRIPTION OF WORK � fclti7�"re 55fe5c g �To�g9� 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 APPLIC DATE • MIRE PPOTECTION SPECIALISTS , COMPANY INCO R PORATED 4 Brittcn Drive Bloomfield, CT 06002 Phone:(860)231.0088 Fax:(860)236-7611 r Public Act No. 91-95: An act concerning the requirement that licensed contractors as defined in Section 20-330 of the General Statutes, must personally sign each'building permit application. Date 9 /6 Re: Application For: lc�e" Gentleman: In accordance with Public Act 91-95, this letter authorizes the below named agent to sign the above-referenced permit application. 1. Project Name: ce,h 7/e!:aA f' Awn; lv,ec 2. Location: _ �3�s Jy/pl F;hCA g1we 3. Starting Date: _,45,6 4. Li ammed Contractor's Name: _ rltylh 5. Licensed Contractor's Trade License No.: fi9id. L'7022W77f/ 6. Name of Agent: Lt/S e A i 7. License number 'of all contractors involved in the work if applicable: Sincerely, — STATE OF CONNECTICUT Signature of COMM. Y Official if Applica ble e FIRE PROTECTION UNLIMITED CONTRACTOR KEVIN T KITA 30 EASTGATE IN F ENFIELD,CT 06082-6206 Signature of Licensed Contractor Required ti by Act 91-95 FRP.0040467-F1 11/01j2015 10%31f 2016 SIGNED "Oe � HYDRAULIC CALCULATIONS for Job Information Project Name AMERICAN FREIGHT FURNITURE Contract No. 112.0 City: S.WINDSOR, CT Project Location: 1315 JOHN FITCH BLVD Date:9/1/2016 Contractor Information Name of Contractor: HARTFORD SPRINKLER COMPANY Address: 4 BRITTON DRIVE City: BLOOMFIELD, CT 06002 Phone Number: E-mail: Name of Designer: GK Authority Having Jurisdiction: CITY OF S.WINDSOR Design Remote Area Name 2 Remote Area Location REMOTE AREA Occupancy Classification Density(gpm/ft') 0.667 Area of Application(ft') 1200 Coverage per Sprinkler(W) 100 9� Number of Calculated Sprinklers 12 p G� In-Rack Demand(gpm) 0 Special Heads �sy X NO.OOOOON Hose Streams(gpm) 250 A1EOFM* y RONALD F.ROARK Total Water Required(incl.Hose Streams)(gpm) 1145.4 Required Pressure at Source(psi) 109.1 Type of System Wet Volume-Entire System (gal) 147.1 gal Water Supply Information Date 9/4/14 Location FIRE PUMP FLOW TEST Source W 1 Notes 12 MOST REMOTE PENDENT LP46 File:C:\Windows\Temp\HF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Pagel Job AMERICAN FREIGHT FURNITURE Node Labels: Off Pipe Labels: Off Diagram for Design Area . 2 (Optimized Hvdraulic Simplified) File:C:\Windows\Temp1AF 1_1_2162.sv$ Date 9/2/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job AMERICAN FREIGHT FURNITURE Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 W1 Flow(gpm) Pressure(psi) 0 150 471 143 942 126 1413 110 1884 90 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 895.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 895.4 Other Required Margin of Safety(psi) 0 BOR -Pressure(psi) 104.8 BOR -Flow(gpm) 895.4 Demand w/o System Pump(s) N/A File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 3 Job:AMERICAN FREIGHT FURNITURE Hydraulic Analysis for : 2 f System Demand f Add. Out. Hose 200 180IL I —�--- 1 16 I u■ 14Oil ��\--`�S3 -- ----- - .N I D2 D3 a 120 I — �` ----- � I S.� — 100 - — -- —� �336 I li 80 4 ' --� li r 60 I -Y --- I 40 I - -- — I 2 D1 - — 0 �n■.■■.■.��ritititititiriritiriririririri�riririririririri 0 60000B0090010001001200130014001500 1600 1700 1800 1900 200 Flow, gpm File:C:\Windows\Temp\AF-1-1-2162.sv$ Date 9/2/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job AMERICAN FREIGHT FURNITURE Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow(gpm) Pressure (psi) S1 Supply point#1 -Static 0 150 S2 Supply point#2 471 143 S3 Supply point#3 942 126 S4 Supply point#4 1413 110 S5 Supply point#5 1884 90 D1 Elevation Pressure 0 3 D2 System Demand 895.4 109.1 D3 System Demand+Add.Out.Hose 1145.4 109.1 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 125.3 966.7 10.6 1145.4 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/ps11/2) (gpm/ftz) (gpm) (psi) (gpm/ft2) (gpm) (psi) Overhead 5201 100 25.2 0.2 20 7 0,667 66.7 7 Sprinkler Overhead 5202 100 25.2 0.2 20 7 0.687 68.7 7.4 Sprinkler S203 Overhead 100 25.2 0.2 20 7 0.756 75.6 9 Sprinkler S204 Overhead 100 25.2 0.2 20 7 0.676 67.6 7.2 Sprinkler S205 Overhead 100 25.2 0.2 20 7 0.696 69.6 7.6 Sprinkler S206 Overhead 100 25.2 0.2 20 7 0.767 76.7 9.3 Sprinkler S207 Overhead 100 25.2 0.2 20 7 0.711 71.1 8 Sprinkler S208 Overhead 100 25.2 0.2 20 7 0.732 73.2 8.4 Sprinkler S209 Overhead 100 25.2 0.2 20 7 0.805 80.5 10.2 Sprinkler S210 Overhead 100 25.2 0.2 20 7 0.777 77.7 9.5 Sprinkler S211 Overhead 100 25.2 0.2 20 7 0.8 80 10.1 Sprinkler File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 S212 Overhead 100 25.2 0.2 20 7 0.88 88 12.2 Sprinkler File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job AMERICAN FREIGHT FURNITURE Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req, Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psis/z gpm ft2 psi psi It gpm gpm/ft2 psi gpm S201 Overhead Sprinkler 25.2 66.7 100 7 7 10 HEAD Open 46.7 0.667 -3 20 S204 Overhead Sprinkler 25.2 67.6 100 7.2 7 10 HEAD Open 47.6 0.676 -3 20 S202 Overhead Sprinkler 25.2 68.7 100 7.4 7 10 HEAD Open 48.7 0.687 -3 20 S205 Overhead Sprinkler 25.2 69.6 100 7.6 7 10 HEAD Open 49.6 0.696 -3 20 S207 Overhead Sprinkler 25.2 71.1 100 8 7 10 HEAD Open 51.1 0.711 -3 20 S208 Overhead Sprinkler 25.2 73.2 100 8.4 7 10 HEAD Open 53.2 0.732 -3 20 S203 Overhead Sprinkler 25.2 75.6 100 9 7 10 HEAD Open 55.6 0.756 -3 20 5206 Overhead Sprinkler 25.2 76.7 100 9.3 7 10 HEAD Open 56.7 0.767 -3 20 S210 Overhead Sprinkler 25.2 77.7 100 9.5 7 10 IHEAD Open 157.7 0.777 -3 20 S211 Overhead Sprinkler 25.2 80 100 10.1 7 10 HEAD Open 60 0.8 -3 20 S209 Overhead Sprinkler 25.2 80.5 100 10.2 7 10 HEAD Open 60.5 0.805 -3 20 S212 Overhead Sprinkler 25.2 88 100 12.2 7 10 HEAD Open 68 0.88 -3 20 201 Node 16.4 14.42 NODE -4.9 204 Node 17 14.42 NODE -4.9 202 Node 17.5 14.42 NODE -4.9 205 Node 18 14.42 NODE -4.9 207 Node 18.8 14.42 NODE -4.9 208 Node 20 14.42 NODE -4.9 203 Node 21.4 14.42 NODE -4.9 206 Node 22.1 14.42 NODE -4.9 210 Node 22.7 14.42 NODE -4.9 211 Node 24.1 14.42 NODE -4.9 209 Node 24.4 14.42 NODE -4.9 212 Node 29.3 14.42 NODE -4.9 250 Node 42.5 12 NODE -3.9 File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job AMERICAN FREIGHT FURNITURE Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psis/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 251 Node 43.7 12 NODE -3.9 252 Node 48 12 NODE -3.9 253 Node 56.9 12 NODE -3.9 001 Node 90.3 12 NODE -3.9 002 Node 95.3 12 NODE -3.9 003 Node 97.8 12 NODE -3.9 ACV-0 Node 101.1 7.77 NODE -2.1 ACV-I Node 102.2 6.77 NODE -1.6 BOR Node 104.8 3 NODE 0 DCVA-O Node 105 3 NODE 0 DCVA-I Node 108.9 3 NODE 0 BFV-O Node 108.9 3 NODE 0 BFV-I Node 109 3 NODE 0 W1 Supply -895.4 109.1 3 SUPPLY 0 File:C:\Windows\Temp1AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 Job AMERICAN FREIGHT FURNITURE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi'/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S201 10 25.2 66.7 1 lx(us.Tee-Br)=5 4.42 120 7 201 14.42 66.7 1.049 5 1.2058 -1.9 9.42 11.4 201 14.42 0 1.5 8.67 120 16.4 202 14.42 66.7 1.68 0 0.1217 0 8.67 1.1 202 14.42 68.7 1.5 8.67 120 17.5 203 14.42 135.3 1.68 0 0.4514 0 8.67 3.9 203 14.42 75.6 1.5 lx(us.Tee-Br)=9.84 4.75 120 21.4 250 12 210.9 1.68 lx(us.90)=4.92 14.76 1.0268 1 19.51 20 250 12 0 2.5 10.33 120 42.5 251 12 210.9 2.635 0 0.1147 0 10.33 1.2 251 12 214 2.5 10.33 120 43.7 252 12 424.9 2.635 0 0.4196 0 10.33 4.3 252 12 224.8 2.5 9.67 120 48 253 12 649.7 2.635 0 0.9213 0 9.67 8.9 253 12 245.7 2.5 20 120 56.9 001 12 895.4 2.635 0 1.669 0 20 33.4 001 12 0 3 8.5 120 90.3 002 12 895.4 3.26 0 0.5919 0 8.5 5 002 12 0 4 15.17 120 95.3 003 12 895.4 4.26 0 0.1609 0 15.17 2.4 003 12 0 6 lx(coupling)=1.26 29.4 120 97.8 ACV-0 7.77 895.4 6.357 2x(us.90)=35.21 36.46 0.0229 1.8 65.86 1.5 ACV-0 7.77 0 6 1 0 101.1 AV VIKING 3-1 ACV-I 6.77 895.4 0 0 0.654 0.4 1 0.7 ACV-I 6.77 0 6 lx(us.Tee-Br)=37.72 3.77 120 102.2 BOR 3 895.4 6.357 37.72 0.0229 1.6 41.49 1 BOR 3 0 8 lx(coupling)=2.33 9.46 120 104.8 DCVA-0 3 895.4 8.329lx(us.90)=20.98 23.31 0.0061 0 32.77 0.2 DCVA-0 3 0 8 2.46 0 105 Ames2000SS DCVA-I 3 895.4 0 0 1.5876 0 2.46 3.9 DCVA-I 3 0 8lx(coupling)=2.33 2.42 120 108.9 BFV-0 3 895.4 8.329 2.33 0.0061 0 4.75 0.0 File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 Job AMERICAN FREIGHT FURNITURE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gPm/Psi'/2) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 1 BFV-0 3 0 8 0.44 0 108.9 BFV BFV-I 3 895.4 0 0 0.1443 0 VICTAULIC 0.44 0.1 705W BFV-I 3 0 8 lx(us.90)=20.98 6.01 120 109 W 1 3 895.4 8.329 20.98 0.0061 0 271 1 0.2 W 1 109.1 Path No: 2 S204 10 25.2 67.6 1 lx(us.Tee-Br)=5 4.42 120 7.2 204 14.42 67.6 1.049 5 1.2384 -1.9 9.42 11.7 204 14.42 0 1.5 8.67 120 17 205 14.42 67.6 1.68 0 0.125 0 8.67 1.1 205 14.42 69.6 1.5 8.67 120 18 206 14.42 137.3 1.68 0 0.4636 0 8.67 4 206 14.42 76.7 1.5lx(us.Tee-Br)=9.84 4.75 120 22.1 251 12 214 1.68 lx(us.90)=4.92 14.76 1.0544 1 19.51 1 20.6 251 43.7 Path No: 3 S202 10 25.2 68.7 1 lx(us.Tee-Br)=5 4.42 120 7.4 202 14.42 68.7 1.049 5 1.273 -1.9 9.42 12 202 17.5 Path No: 4 S205 10 25.2 69.6 1 ix(us.Tee-Br)=5 4.42 120 7.6 205 14.42 69.6 1.049 5 1.3073 -1.9 9.42 12.3 205 18 File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 ' Job, AMERICAN FREIGHT FURNITURE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi'/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 5207 10 25.2 71.1 1 lx(us.Tee-Br)=5 4.42 120 8 207 14.42 71.1 1.049 5 1.3575 -1.9 9.42 12.8 207 14.42 0 1.5 8.67 120 18.8 208 14.42 71.1 1.68 0 0.137 0 8.67 1.2 208 14.42 73.2 1.5 8.67 120 20 209 14.42 144.3 1.68 0 0.5081 0 8.67 4.4 209 14.42 80.5 1.5 lx(us.Tee-Br)=9.84 4.75 120 24.4 252 12 224.8 1.68 lx(us.90)=4.92 14.76 1.1555 1 19.51 1 22.5 252 48 Path No: 6 5208 10 25.2 73.2 1 lx(us.Tee-Br)=5 4.42 120 8.4 208 14.42 73.2 1.049 5 1.4328 -1.9 9.42 13.5 208 20 Path No: 7 S203 10 25.2 75.6 1 lx(us.Tee-Br)=5 4.42 120 9 203 14.42 75.6 1.049 5 1.5212 -1.9 9.42 14.3 203 21.4 Path No: 8 5206 10 25.2 76.7 1 lx(us.Tee-Br)=5 4.42 120 9.3 206 14.42 76.7 1.049 5 1.562 -1.9 9.42 14.7 206 22.1 Path No: 9 S210 10 25.2 77.7 1 lx(us.Tee-Br)=5 4.42 120 9.5 210 14.42 77.7 1.049 5 1.6018 -1.9 9.42 15.1 210 14.42 0 1.5 8.67 120 22.7 211 14.42 77.7 1.68 0 0.1616 0 8.67 1.4 211 14.42 80 1.5 8.67 120 24.1 212 14.42 157.7 1.68 0 0.5995 0 8.67 5.2 212 14.42 88 1.51x(us.Tee-Br)=9.84 4.75 120 29.3 253 12 245.7 1.68 lx(us.90)=4.92 14.76 1.3628 1 19.51 26.6 253 56.9 File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 11 Job AMERICAN FREIGHT FURNITURE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 10 S211 10 25.2 80 1 lx(us.Tee-Br)=5 4.42 120 10.1 211 14.42 80 1.049 5 1.6902 -1.9 9.42 15.9 211 24.1 Path No: 11 S209 10 25.2 80.5 1 lx(us.Tee-Br)=5 4.42 120 10.2 209 14.42 80.5 1.049 5 1.7112 -1.9 9.42 16.1 209 24.4 Path No: 12 S212 10 25.2 88 1 lx(us.Tee-Br)=5 4.42 120 12.2 212 14.42 88 1.049 5 2.0168 -1.9 9.42 19 212 29.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 52.68 ft/s occurs in the following pipe(s): (001-253) File:C:1WindowslTemplAF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 12 HYDRAULIC CALCULATIONS for Job Information Project Name AMERICAN FREIGHT FURNITURE Contract No. 112.0 City: S.WINDSOR, CT Project Location: 1315 JOHN FITCH BLVD Date:9/1/2016 Contractor Information Name of Contractor: HARTFORD SPRINKLER COMPANY Address: 4 BRITTON DRIVE City: BLOOMFIELD, CT 06002 Phone Number: E-mail: Name of Designer: GK Authority Having Jurisdiction: CITY OF S.WINDSOR Design Remote Area Name 1 Remote Area Location REMOTE AREA Occupancy Classification Density(gpm/ft2) 0.667 Area of Application(ft2) 1200 Coverage per Sprinkler(ft2) 100 9 Number of Calculated Sprinklers 12 nG In-Rack Demand(gpm) 0 A 10- 0 Special Heads zy UC.N0.Ol wN n Hose Streams(gpm) 250 t A1f0iC0�►fCtlCllf y� RONALD F.ROARK Total Water Required(incl.Hose Streams)(gpm) 1250.3 Required Pressure at Source(psi) 99.4 Type of System Wet Volume-Entire System (gal) 249.5 gal Water Supply Information Date 9/4/14 Location FIRE PUMP FLOW TEST Source W 1 Notes 12 MOST REMOTE PENDENT LP46 File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job AMERICAN FREIGHT FURNITURE Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hvdraulic Simplified) i File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 HYDRAULIC CALCULATIONS for Job Information Project Name AMERICAN FREIGHT FURNITURE Contract No. 112.0 City: S.WINDSOR, CT Project Location: 1315 JOHN FITCH BLVD Date:9/1/2016 Contractor Information Name of Contractor: HARTFORD SPRINKLER COMPANY Address: 4 BRITTON DRIVE City: BLOOMFIELD, CT 06002 Phone Number: E-mail: Name of Designer: GK Authority Having Jurisdiction: CITY OF S.WINDSOR Design Remote Area Name 2 Remote Area Location REMOTE AREA Occupancy Classification Density(gpm/ft2) 0.667 Area of Application(ft2) 1200 Coverage per Sprinkler(ft2) 100 9� Number of Calculated Sprinklers 12 p G;OA In-Rack Demand(gpm) 0 R` 0sy Special Heads X NO.000OMI n Hose Streams(gpm) 250 A OFCOrAE yy RONALD F.ROARK Total Water Required(incl.Hose Streams)(gpm) 1145.4 Required Pressure at Source(psi) 109.1 Type of System Wet Volume-Entire System (gal) 147.1 gal Water Supply Information Date 9/4/14 Location FIRE PUMP FLOW TEST Source W 1 Notes 12 MOST REMOTE PENDENT LP46 File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 1 Job AMERICAN FREIGHT FURNITURE Node Labels: Off - Pipe Labels: Off Diagram for Design Area : 2 (Optimized Hvdraulic Simplified) File:C:\Windows\Temp\AF 1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 Job AMERICAN FREIGHT FURNITURE Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 W1 Flow(gpm) Pressure(psi) 0 150 471 143 942 126 1413 110 1884 90 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 895.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 895.4 Other Required Margin of Safety(psi) 0 BOR -Pressure(psi) 104.8 BOR -Flow(gpm) 895.4 Demand w/o System Pump(s) N/A File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 3 Job:AMERICAN FREIGHT FURNITURE Hydraulic Analysis for : 2 f System Demand Add. Out. Hose 200 180 I-__ , T - I 16 `Itnl`;;2 — 140 fl. 120 I- - D2 D3 -- —�----- 100 I --- --- S` 84.336 ' — N ' - -- W a 80 -= — I 60 I ------ ----- 40 I - -- ----- 2 D1 --- ----- 0 gains ME gain aging, 0 60U00B0090010001001200130014001500 1600 1700 1800 1900 200 Flow, gpm File:C:\Windows\Temp\AF-1-1-2162.sv$ Date 9/2/2016 Copyright©2002-2012 Tyco Fire Protection Products Job AMERICAN FREIGHT FURNITURE Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 150 S2 Supply point#2 471 143 S3 Supply point#3 942 126 S4 Supply point#4 1413 110 S5 Supply point#5 1884 90 D1 Elevation Pressure 0 3 D2 System Demand 895.4 109.1 D3 I System Demand+Add.Out.Hose 1 1145.4 109.1 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 125.3 966.7 10.6 1145.4 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ft2) (gpm) (psi) (9pm/ft2) (gpm) (psi) S201 Overhead 100 25.2 0.2 20 7 0.667 66.7 7 Sprinkler S202 Overhead 100 25.2 0.2 20 7 0.687 68.7 7.4 Sprinkler S203 Overhead 100 25.2 0.2 20 7 0.756 75.6 9 Sprinkler S204 Overhead 100 25.2 0.2 20 7 0.676 67.6 7.2 Sprinkler S205 Overhead 100 25.2 0.2 20 7 0.696 69.6 7.6 Sprinkler S206 Overhead 100 25.2 0.2 20 7 0.767 76.7 9.3 Sprinkler S207 Overhead 100 25.2 0.2 20 7 0.711 71.1 8 Sprinkler S208 Overhead 100 25.2 0.2 20 7 0.732 73.2 8.4 Sprinkler S209 Overhead 100 25.2 0.2 20 7 0.805 80.5 10.2 Sprinkler S210 Overhead 100 25.2 0.2 20 7 0.777 77.7 9.5 Sprinkler S211 Overhead 100 25.2 0.2 20 7 0.8 80 10.1 Sprinkler File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 S212 Overhead Sprinkler 100 25.2 0.2 20 7 0.88 88 12.2 File:C:\Windows\TempWF_1_1_2162.sv$ Date 9/2/2016 Copyright C 2002-2012 Tyco Fire Protection Products Page 6 ' Job AMERICAN FREIGHT FURNITURE Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psis/2 gpm ftz psi psi ft gpm gpm/ft2 psi gpm S201 Overhead Sprinkler 25.2 66.7 100 7 7 10 HEAD Open 46.7 0.667 -3 20 S204 Overhead Sprinkler 25.2 67.6 100 7.2 7 10 HEAD Open 47.6 0.676 -3 20 S202 Overhead Sprinkler 25.2 68.7 100 7.4 7 10 HEAD Open 48.7 0.687 -3 20 5205 Overhead Sprinkler 25.2 69.6 100 7.6 7 10 HEAD Open 49.6 0.696 -3 20 5207 Overhead Sprinkler 25.2 71.1 100 8 7 10 HEAD Open 51.1 0.711 -3 20 S208 Overhead Sprinkler 25.2 73.2 100 8.4 7 10 HEAD Open 53.2 0.732 -3 20 S203 Overhead Sprinkler 25.2 75.6 100 9 7 10 HEAD Open 55.6 0.756 -3 20 S206 Overhead Sprinkler 25.2 76.7 100 9.3 7 10 HEAD Open 56.7 0.767 -3 20 S210 Overhead Sprinkler 25.2 77.7 100 9.5 7 10 IHEAD Open 57.7 0.777 -3 20 5211 Overhead Sprinkler 25.2 80 100 10.1 7 10 HEAD Open 60 0.8 -3 20 S209 Overhead Sprinkler 25.2 80.5 100 10.2 7 10 HEAD Open 60.5 0.805 -3 20 S212 Overhead Sprinkler 25.2 88 100 12.2 7 10 IHEAD Open 68 0.88 -3 20 201 Node 16.4 14.42 NODE -4.9 204 Node 17 14.42 NODE -4.9 202 Node 17.5 14.42 NODE -4.9 205 Node 18 14.42 NODE -4.9 207 Node 18.8 14.42 NODE -4.9 208 Node 20 14.42 NODE -4.9 203 Node 21.4 14.42 NODE -4.9 206 Node 22.1 14.42 NODE -4.9 210 Node 22.7 14.42 NODE -4.9 211 Node 24.1 14.42 NODE -4.9 209 Node 24.4 14.42 NODE -4.9 212 Node 29.3 14.42 NODE -4,9 250 Node 42.5 12 NODE 1 1 1-3.9 File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job AMERICAN FREIGHT FURNITURE Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiY2 gpm ft2 psi psi Itgpm gpm/ft2 psi gpm 251 Node 43.7 12 NODE -3.9 252 Node 48 12 NODE -3.9 253 Node 56.9 12 NODE -3.9 001 Node 90.3 12 NODE -3.9 002 Node 95.3 12 NODE -3.9 003 Node 97.8 12 NODE -3.9 ACV-0 Node 101.1 7.77 NODE -2.1 ACV-I Node 102.2 6.77 NODE -1.6 BOR Node 104.8 3 NODE 0 DCVA-0 Node 105 3 NODE 0 DCVA-I Node 108.9 3 NODE 0 BFV-0 Node 108.9 3 NODE 0 BFV-I Node 109 3 NODE 0 W1 Supply -895.4 109.1 3 SUPPLY 0 File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 Job AMERICAN FREIGHT FURNITURE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiy:) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S201 10 25.2 66.7 1 lx(us.Tee-Br)=5 4.42 120 7 201 14.42 66.7 1.049 5 1.2058 -1.9 9.42 11.4 201 14.42 0 1.5 8.67 120 16.4 202 14.42 66.7 1.68 0 0.1217 0 8.67 1.1 202 14.42 68.7 1.5 8.67 120 17.5 203 14.42 135.3 1.68 0 0.4514 0 8.67 3.9 203 14.42 75.6 1.5 lx(us.Tee-Br)=9.84 4.75 120 21.4 250 12 210.9 1.68 lx(us.90)=4.92 14.76 1.0268 1 19.51 20 250 12 0 2.5 10.33 120 42.5 251 12 210.9 2.635 0 0.1147 0 10.33 1.2 251 12 214 2.5 10.33 120 43.7 252 12 424.9 2.635 0 0.4196 0 10.33 4.3 252 12 224.8 2.5 9.67 120 48 253 12 649.7 2.635 0 0.9213 0 9.67 8.9 253 12 245.7 2.5 20 120 56.9 001 12 895.4 2.635 0 1.669 0 20 33.4 001 12 0 3 8.5 120 90.3 002 12 895.4 3.26 0 0.5919 0 8.5 5 002 12 0 4 15.17 120 95.3 003 12 895.4 4.26 0 0.1609 0 15.17 2.4 003 12 0 6 lx(coupling)=1.26 29.4 120 97.8 ACV-0 7.77 895.4 6.357 2x(us.90)=35.21 36.46 0.0229 1.8 65.86 1.5 ACV-0 7.77 0 6 1 0 101.1 AV VIKING 1-1 ACV-I 6.77 895.4 0 0 0.654 0.4 1 0.7 ACV-I 6.77 0 6 lx(us.Tee-Br)=37.72 3.77 120 102.2 BOR 3 895.4 6.357 37.72 0.0229 1.6 41.49 1 BOR 3 0 8lx(coupling)=2.33 9.46 120 104.8 DCVA-O 3 895.4 8.329 lx(us.90)=20.98 23.31 0.0061 0 32.77 0.2 DCVA-O 3 0 8 2.46 0 105 Ames2000SS DCVA-I 3 895.4 0 0 1.5876 0 2.46 3.9 DCVA-I 3 0 8 lx(coupling)=2.33 2.42 120 108.9 BFV-0 3 895.4 8.329 2.33 0.0061 0 4.75 0.0 File:C:\Windows\Temp1AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 Job AMERICAN FREIGHT FURNITURE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per R elev (Pe) NOTES T frict(Pf) (R) (gpm/psi'h) (gpm) (in) (R) (R) (psi) (psi) Path No: 1 BFV-0 3 0 8 0.44 0 108.9 BFV BFV-I 3 895.4 0 0 0.1443 0 VICTAULIC 0.44 0.1 705W BFV-I 3 0 8 lx(us.90)=20.98 6.01 120 109 W1 3 895.4 8.329 20.98 0.0061 0 271 1 0.2 W 1 109.1 Path No: 2 S204 10 25.2 67.6 1 lx(us.Tee-Br)=5 4.42 120 7.2 204 14.42 67.6 1.049 5 1.2384 -1.9 9.42 11.7 204 14.42 0 1.5 8.67 120 17 205 14.42 67.6 1.68 0 0.125 0 8.67 1.1 205 14.42 69.6 1.5 8.67 120 18 206 14.42 137.3 1.68 0 0.4636 0 8.67 4 206 14.42 76.7 1.5 lx(us.Tee-Br)=9.84 4.75 120 22.1 251 12 214 1.68 lx(us.90)=4.92 14.76 1.0544 1 19.51 20.6 251 43.7 Path No: 3 S202 10 25.2 68.7 1 lx(us.Tee-Br)=5 4.42 120 7.4 202 14.42 68.7 1.049 5 1.273 -1.9 9.42 12 202 17.5 Path No: 4 S205 10 25.2 69.6 1 lx(us.Tee-Br)=5 4.42 120 7.6 205 14.42 69.6 1.049 5 1.3073 -1.9 9.42 12.3 205 18 File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 'Job AMERICAN FREIGHT FURNITURE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per It elev (Pe) NOTES T frict(Pf) (ft) (gpm/psil/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 S207 10 25.2 71.1 1 lx(us.Tee-Br)=5 4.42 120 8 207 14.42 71.1 1.049 5 1.3575 -1.9 9.42 12.8 207 14.42 0 1.5 8.67 120 18.8 208 14.42 71.1 1.68 0 0.137 0 8.67 1.2 208 14.42 73.2 1.5 8.67 120 20 209 14.42 144.3 1.68 0 0.5081 0 8.67 4.4 209 14.42 80.5 1.5 lx(us.Tee-Br)=9.84 4.75 120 24.4 252 12 224.8 1.68 lx(us.90)=4.92 14.76 1.1555 1 19.51 22.5 252 48 Path No: 6 S208 10 25.2 73.2 1 lx(us.Tee-Br)=5 4.42 120 8.4 208 14.42 73.2 1.049 5 1.4328 -1.9 9.42 13.5 208 20 Path No: 7 S203 10 25.2 75.6 1 1 x(us.Tee-Br)=5 4.42 120 9 203 14.42 75.6 1.049 5 1.5212 -1.9 9.42 14.3 203 21.4 Path No: 8 S206 10 25.2 76.7 1 lx(us.Tee-Br)=5 4.42 120 9.3 206 14.42 76.7 1.049 5 1.562 -1.9 9.42 14.7 206 22.1 Path No: 9 S210 10 25.2 77.7 1 lx(us.Tee-Br)=5 4.42 120 9.5 210 14.42 77.7 1.049 5 1.6018 -1.9 9.42 15.1 210 14.42 0 1.5 8.67 120 22.7 211 14.42 77.7 1.68 0 0.1616 0 8.67 1.4 211 14.42 80 1.5 8.67 120 24.1 212 14.42 157.7 1.68 0 0.5995 0 8.67 5.2 212 14.42 88 1.5lx(us.Tee-Br)=9.84 4.75 120 29.3 253 12 245.7 1.68 lx(us.90)=4.92 14.76 1.3628 1 19.51 1 26.6 253 56.9 File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 11 'Job:�,MERICAN FREIGHT FURNITURE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 10 S211 10 25.2 80 1 lx(us.Tee-Br)=5 4.42 120 10.1 211 14.42 80 1.049 5 1.6902 -1.9 9.42 15.9 211 24.1 Path No: 11 S209 10 25.2 80.5 1 lx(us.Tee-Br)=5 4.42 120 10.2 209 14.42 80.5 1.049 5 1.7112 -1.9 9.42 16.1 209 24.4 Path No: 12 S212 10 25.2 88 1 lx(us.Tee-Br)=5 4.42 120 12.2 212 14.42 88 1.049 5 2.0168 -1.9 9.42 19 212 29.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 52.68 ft/s occurs in the following pipe(s): (001-253) File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 12 r w HYDRAULIC CALCULATIONS for Job Information Project Name AMERICAN FREIGHT FURNITURE Contract No. 112.0 City: S.WINDSOR, CT Project Location: 1315 JOHN FITCH BLVD Date:9/1/2016 Contractor Information Name of Contractor: HARTFORD SPRINKLER COMPANY Address: 4 BRITTON DRIVE City: BLOOMFIELD, CT 06002 Phone Number: E-mail: Name of Designer: GK Authority Having Jurisdiction: CITY OF S.WINDSOR Design Remote Area Name 1 Remote Area Location REMOTE AREA Occupancy Classification Density(gpm/ftz) 0.667 Area of Application(W) 1200 Coverage per Sprinkler(ft') 100 9 Number of Calculated Sprinklers 12 nG In-Rack Demand(gpm) 0 A F� Special Heads t sy 6 UC.NO.000ONI n Hose Streams(gpm) 250 A1E0FMNIfC=w y2 RONALD F.ROARK Total Water Required(incl.Hose Streams)(gpm) 1250.3 Required Pressure at Source(psi) 99.4 Type of System Wet Volume-Entire System (gal) 249.5 gal Water Supply Information Date 9/4/14 Location FIRE PUMP FLOW TEST Source W 1 Notes 12 MOST REMOTE PENDENT LP46 File:C:\Windows\Temp\AF_1_1 2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 1 Job AMERICAN FREIGHT FURNITURE Node Labels: Off Pipe Labels: Off Diagram for Design Area . 1 (Optimized Hvdraulic Simplified) File:C:\Windows\Temp\AF_1_1_2162.sv$ Date 9/2/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 13 IS JoLv\ IWO739 Drawing Section: Warehouse A Area:Drawing Caption: Drawing .. . ............ .............. ................... CefitiNlark Confidential •• •• Roof Condition Summary ►► ►► Anixter 1305 John Fitch Blvd South Windsor,CT 06074 Section: Warehouse A Sq.Footage:32,996 Leaks:2 _ Core Analysis Layer Material Thickness EPDM Adhered EPDM 0.05 ISO Insulation 1.0 4-Ply Asphalt BUR(Asphalt) 0.5 Perlite Insulation 1.25 Metal Low Deck 1.5 Slope Core Comments:Core Picture Roof Condition Summary:We strive to provide our customers with comprehensive information as to their overall roof condition and life expectancy.The roof is in poor condition.As a short-term measure,repairs are needed.It is also suggested that near future roofing work be budgeted. Membrane:The field of the roof has identified areas where moisture either has been or is currently entering the roof assembly. These areas require repair work to be performed in order to prevent further roof system damage. In addition to repairs to the field of the roof,it is suggested that a preventative maintenance program be put in place to further the life expectancy of the roof. • (EPDM)Excessive"Wrinkles"-Can lead to problems such as punctures,tears,and leaks.(see photo) Details:There are signs that the details of the roof are in need of attention.Items such as caulking along termination points,filling pitch pans,and minor repairs to flashing need to be done.A comprehensive preventive maintenance program is suggested at this point to insure that the roof continues to perform at acceptable levels. a a •The roof currently experiences standing water.Remediating measures such as the use of additional drains,gutters, downspouts,diverters,or crickets is suggested. • (All) Drains-Debris Strainer-Missing-Missing debris screens can lead to a several problems due to( g g p the clogging of the drain. (see photo) Insulation:The insulation in the roof assembly has been crushed in some identified places. Deck:The structural deck of the roof appears to be in good condition from underside.There were no visible deficiencies noted that caused concern. Comments:The current roof is approximately 16 years old.It does have some visible excessive wrinkles in the membrane.Leaks have been reported at the HVAC units.Some carbon black chalking was noticed upon leaving the roof. CentiMark Confidential dd a• Roof Condition Summary ►► ►► Anixter 1305 John Fitch Blvd South Windsor,CT 06074 Section: Warehouse B Sq.Footage: 37,304 Leaks:2 _ Core Analysis Layer Material Thickness EPDM Adhered EPDM 0.05 ISO Insulation 1.0 4-Ply Asphalt BUR(Asphalt) 0.5 Perlite Insulation 1.25 Metal Low Deck 1.5 Slope Core Comments:Core Picture Roof Condition Summary: We strive to provide our customers with comprehensive information as to their overall roof condition and life expectancy.The roof is in poor condition.As a short-term measure,repairs are needed.It is also suggested that near future roofing work be budgeted. Membrane:The field of the roof has identified areas where moisture either has been or is currently entering the roof assembly. These areas require repair work to be performed in order to prevent further roof system damage.In addition to repairs to the field of the roof,it is suggested that a preventative maintenance program be put in place to further the life expectancy of the roof. • (EPDM)Excessive"Wrinkles"-Can lead to problems such as punctures,tears,and leaks.(see photo) • (All)Past Repairs of Existing Roof System-Past repairs can contain small leaks which can create areas of wet insulation and cause ponding in these areas.(see photo) Details:There are signs that the details of the roof are in need of attention.Items such as caulking along termination points,filling pitch pans,and minor repairs to flashing need to be done.A comprehensive preventive maintenance program is suggested at this point to insure that the roof continues to perform at acceptable levels. Drainage:The roof currently experiences standing water.Remediating measures such as the use of additional drains,gutters, downspouts,diverters,or crickets is suggested. Insulation:The insulation in the roof assembly has been crushed in some identified places. Deck:The structural deck of the roof appears to be in good condition from underside.There were no visible deficiencies noted that caused concern. Comments:The current roof is approximately 16 years old. It does have some visible excessive wrinkles in the membrane.Leaks have been reported at the HVAC units.Some carbon black chalking was noticed upon leaving the roof. CentiMark Confidential a-4 -4.4 Construction Specification ►► ►► Anixter 1305 John Fitch Blvd South Windsor,CT 06074 Specifications For CentiMark TPO SYSTEM Q Sections included:Warehouse A,Warehouse B,Warehouse A,Warehouse B Project Preparation: CentiMark has quoted to use low VOC primers, adhesives, sealants, and caulks in accordance with Connecticut State Building Codes and State VOC Regulations. Perform a pre job meeting to determine jobsite logistics and safety requirements. SafeiX Related Furnish and install proper safety equipment in accordance with Centimark's written safety program. Q Furnish and install warning lines to identified areas associated with ground related roofing activities. Store roofing materials in accordance with good roofing practices. Material placement will be to distribute weight loads throughout the entire roof area. Q Surface Preparation: Remove and dispose of approximately 70,350 square feet of existing roof system(s) down to the primary layer of roofing. The primary layer of roof will be spot cored for deteriorated/wet insulation. If any is found, it will be removed and replaced at a unit price of$2.75 per square foot. Areas of removal will be approved by an Owner's representative. Q Removal of existing roof will be limited to an amount that can be replaced the same day. Inspect existing structural deck for deterioration. Identify and remove structural deck not capable of providing an acceptable substrate for the installation of the new roof. Furnish and install new deck at a unit cost of$6.95 per square foot.Areas of removal will be approved by an Owner's representative. Remove existing perimeter drip edging and dispose of debris. Remove existing perimeter metal edge and dispose of debris. Remove existing wall flashings to a workable surface and dispose of debris. Replace any unforeseen rotten,damaged,missing,unusable or improperly anchored existing wood nailers.Costs are $1.73 per linear foot for 2 x 4 board,$2.64 per linear foot for 2 x 6 boards,and$4.90 per linear foot for 2 x 8 boards. Areas of removal will be pre-approved by an Owner's representative. Insulation Attachment: Furnish and install a layer of P polyisocyanurate insulation, (R-Value = 6). This layer of insulation will be mechanically attached to the prepared substrate utilizing FM Global(FM)approved 3"plates and fasteners. CentiMark Confidential C) view instructional video System Application: Furnish and install CentuNlark 60 mil reinforced,TPO roof membrane. Position the TPO membrane over the prepared substrate and allow the membrane sufficient time to "relax"prior to installation. Install the new TPO membrane over the prepared surface. Secure the membrane in place by welding it to the plates utilizing induction methodology 10 or 12 foot centers.This will create a roof assembly whereby no penetrations shall be made to the membrane! Q Please Note: If the Option for a GAF Warrantied Roof System is chosen, CentiMark will install 10' wide sheets. If CentiMark's Warrantied System is chosen,CentiMark will install 12'wide sheets. The thermoplastic membrane scams will be overlapped a minimum of 5", then hot air welded together. Weld width shall be a minimum of 1.5" in width for automatic machine welding. Weld width shall be 2" in width for hand welding. Upon completion of welding,each seam shall be probed to ensure proper securement. Q HVAC,Curbed Penetrations and Other Air Handling Unit Details Furnish and install at the base of the unit round plates to be mechanically attached to the deck and the around the perimeter of the projection. The membrane will then be attached to the plates via the induction welding process. Install prefabricated universal comers for reinforcement. Q Q Q Furnish and install a 30"wide TPO protective mat at rooftop access points. Pipes Less Than 6"In Diameter Furnish and install new prefabricated thermoplastic pipe boot secured at the top with a stainless steel screw type clamp fully adhered to the field sheet. Q Stacks Greater Than 6" In Diameter Furnish and install a 60 mil,non-reinforced thermoplastic flashing,where applicable. Miscellaneous Projections Furnish and install thermoplastic flashings to the roof projections. Upon completion of welding,each seam shall be probed to ensure proper securement. Q Q Furnish and install new white pitch pans utilizing mechanical fasteners and/or adhesives and topped with sealant and sealed to the membrane wit TPO uncured flashing to meet the dimensions of the pitch pan(s). Furnish and install protective mat or membrane under existing rooftop satellite dishes. Sheet Metal Accessories: Furnish and install new FM approved pre-finished fascia perimeter edging with continuous spring loaded cleat. Choice of color to be selected by owner from standard color chart. Furnish and install new retrofit drain inserts into existing drains. Furnish and install new expansion joint cover. Standard Operating Procedures: Employee Professionalism All work shall be performed in a safe,professional manner in compliance with Centimark policy. Permits CentuNlark has included to supply the necessary permits for the project. CentiMark Confidential view instructional video Permits During permitting, the municipality may require the services of a certified professional. Any fees related to obtaining permit approval are not included in CentiMark's proposal. Satellite Dishes Satellite dishes may need to be moved during roof construction. CentiMark will coordinate this effort on your behalf with your satellite company and they can bill you directly for re-calibration. Nightly Tie-Ins Depending on new roof system being installed, temporary water cut-offs are to be constructed at the end of each working day to protect the newly installed roof system and building interior. Clean Un All work premises will be cleaned daily during the construction process and at the completion of the project. Job Acceptance and Punch List Conduct a post job walk through for final sign-off of our job completion form. Warranty Upon purchase of the roofing system, you become entitled to receive the benefits of single source responsibility through CentiMark's comprehensive written warranty.This warranty protects your roof against defects in materials or workmanship. If your roof leaks at any time during the warranty period, we will provide complete warranty service. Quote Name Section Name Length All Quotes. All Sections. 20 CentiMark Corporation disclaims any and all responsibility for pre-existing conditions including, but not limited to: structural damage or deficiencies, clogged drains, mold growth, excessive standing water,removal of hazardous material or other hidden deficiencies such as; damaged or leaking skylights,HVAC units/conduits,electrical or gas lines. This proposal does not cover, and in no case shall CendMark be liable for, the removal of, or damage to, HVAC units/conduits, gas lines,water lines,electric lines,or conduits,whether located above, below,or in the roof system, lightning protection systems, landscaping, communication cable, communication devices, or other devices, including recalibration of satellites.It is the building owner's financial obligation to provide corrective measures. CentiMark Confidential view instructional video CENT/MARK. Innovative Roofing and Flooring Solutions JOB COMPLETION FORM 12 Grandview Circle, Canonsburg, PA 15317 1-724-743-7777 CentiMark Job: 2600092260 Job Completion Date: OwherEP�ttkCtl lx Name: ANIXTER INTERNATIONAL Address: 2301 PATRIOT BLVD City: GLENVIEW State: IL Zip: 60026 Main Phone: 847-867-9967 Contact: JEFF MERRILL ... 5 .•... ..... .. .... ...::::::::::.:�::::o:>}:ii:W:4'hi;::.�:::::::.�::::::::::::WY..Ii� ..............}.},y}+}:... ,.;.....1'v. ..... $... ,:}}...y.•n r}.},r}}.t.: +,£aaoc'str,'hawoo-.S.£,.,,a�G..:,}rxtcc.,a.;�4.Xw.w.. .............. .......... Q4t :: +o :r•,.:�.:,. ,. + {:!$:y;;<;: ,............................:...:.:..:..:.......:..:...........:::.�::::::::::::::..........n::+}:.}rw}}:.+�n.::.:.•:,+}:::+:•.ao-:.•:•:;:A�.t.•.>.�;ay}}fi}:fff$$f}+�.'.$:? ;<5':•::::}:ati,R•":`:2fk�•f}a;;?if•;'.:�}vl•:a:>:::: Name: ANIXTER INC Address: 1305 JOHN FITCH BLVD City: SOUTH WINDSOR State: CT Zip: 06074 Main Phone: 847-867-9967 Contact: JEFF MERRILL Buil din g(s)/Sections: WAREHOUSE A,WAREHOUSE B Square Feet: 70,300 Type of Work/Roof System: TPO-Roof Bond Order Amount: 295000.47 Sales Rep(s): JASON GRIECO As a representative of the Owner/Purchaser, / hereby state that / have the authority to act on behalf of the Owner/Purchaser and that / have inspected the work and find it complete and to my satisfaction. The area has been cleaned of all debris and there are no damages to Purchaser's or any other property. My signature below is the Owner/Purchaser's acceptance of the work performed by CentiMark and acknowledgement that the warranty(sj to be issued shall commence as of the job completion date shown above or on the face of the warranty, whichever is later. Comments: 1' r Rpptque & Acceptedarttt�!! t„Corporation Approved & Accepted Authorized Signature A-uthorized Signature Printed Name and Title Printed Name and Title Date Date AGREEMENT FOR CONSTRUCTION SERVICES NAME AND ADDRESS OF PROJECTS CONTRACT PROJECT DATE OF CONTRACTOR p REQUESTS CONTRACT (herein called . 'CONTRACTOR") 10/7/16 Centimark Corporation PROJECT ADDRESS 51 Belamose Ave Rocky Hill CT 06067 1315 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 Attn: Jason Grieco COMPANY'S REPRESENTATIVE TELEPHONE# Title: Project Manager JEFF btERRILL 847.867-9967 Pursuant to this Agreement,and other Contract Documents fisted below,(collectively the Contract)between CONTRACTOR and Anlxter Inc. (-COMPANY-).CONTRACTOR agrees to perform the"Work*defined and described below. DESCRIPTION OF WORK(Work): Roof Replacement 1315 John Fitch Blvd S.Windsor CT Provide and install all work as described in the attached Centimark proposal dated 919/16. CONTRACT DOCUMENTS: (1)This Agreement,(2)General Conditions for Construction,(3)Other Documents: Attachment A—Centimark Proposal Commence Construction and achieve Substantial Completion N/A 12/31/16 Company Agrees to pay CONTRACTOR: Cost of Work: $313,733 Additional Work(if applicable:*) Additional work may be incorporated by Change Order Total("Contract Sum'): $313,733 Agreed: Centimark ReerimgCorporation Agreed: Anixter Inc. NAME OF SIGNER NAME TIMOTHY M.D N1AP Ken Hagaman Authorized Signatory TITLE TITLE /COO Director of Real Estate AUTH ED SIGNAT RE I DATE AUTHORIZED SIGNATURE I DATE 1 1 10/11/16 1 GENERAL CONDITIONS FOR CONSTRUCTION PROVIDED AS PART OF THIS AGREEMENT 1. RESPONSIBILITIES OF CONTRACTOR 1.1 Be at all times represented at the Work in person or by a superintendent and shall be responsible for the coordination of CONTRACTOR's employees and sub-contractors and their employees; 1.2 Obtain and pay for all required certificates,licenses and permits,and pay all fees in connection therewith,and comply with all applicable laws,codes,ordinances,rules and regulations; 1.3 Establish,maintain and communicate a safety program for the jobsite In conformance with Federal,State and local requirements and take all measures to prevent injury and loss to persons or property; 1.4 Perform the Work within the space assigned without interfering with the work of COMPANY's employees or other contractors or with COMPANY's ongoing operations: 1.5 Be responsible for all damages to persons or property occurring In connection with the Work and for all Work performed and materials delivered('including COMPANY furnished materials and equipment),until completion and final acceptance and thereafter as herein provided; 1.6 Repair all damage caused by the Work.and restore all areas damaged by the Work to their original condition; 1.7 Make connections to existing utility services only at times and In the manner specified by COMPANY's REPRESENTATIVE; 1.8 Keep the job site dean and free from unnecessary debris at all times,ensure that food will be consumed only in designated areas with trash receptacles provided and,after completion,remove all rubbish,tools,scaffolding and surplus materials and leave the Work area broom dean: 1.9 Deliver to COMPANY the Work complete and undamaged by any cause whatsoever,and 1.10 Use appropriate and qualified labor 1.11 In conjunction with the COMPANY's REPRESENTATIVE,develop and maintain a Construction Progress Schedule. 1.12 CONTRACTOR acknowledges that it has reviewed the project site and has entered into this Agreement based upon its awn Investigation and evaluation and not in reliance upon any opinions or representations of the COMPANY. 2. PERSONNEL/COMPLIANCE Contractor agrees to comply with all applicable environmental laws and regulations,including taws governing the safe handling and disposal of hazardous materials,oil products and waste,in fulfilling its responsibilities in this Agreement. CONTRACTOR also agrees to use its best management practices to fulfill its obligations under this Agreement in as environmentally sound and energy conserving manner as reasonably possible. CONTRACTOR shall use commercially reasonable efforts to undertake the specific practices described herein. 3 CHANGES 3.1 If a subsurface or latent condition materially different from the observation in the Centimark Proposal shall be encountered and CONTRACTOR believes such condition shall cause an Increase or decrease in the cost of the Work or time required therefore, CONTRACTOR shall promptly,and before such changes are made or conditions are disturbed,give notice to COMPANY of such differing conditions. No charge maybe made for any extra work or material or time involved in any change unless same has been approved in writing by COMPANY's REPRESENTATIVE. 3.2 Upon receipt of any written change order from COMPANY's REPRESENTATIVE,CONTRACTOR shall promptly proceed with the Work involved,which will be performed under the applicable provisions of the Agreement Extra work required because of such change in the Work,will be done as directed in writing by COMPANY'S REPRESENTATIVE,either for a fixed price or on a cost reimbursable basis,as agreed to in advance by both parties. 4. SCHEDULE AND COORDINATION OF THE WORK. In cooperation with COMPANY s REPRESENTATIVE,CONTRACTOR shall develop a detailed schedule for the execution of the work outlined in this Agreement Such schedule shall dearly identify any items of Work to be executed by COMPANY and such schedule shall be agreed upon In writing. Should a delay be anticipated or encountered by either party,notice shall immediately be given to the other party and agree to work together to mitigate such delay. It is the intent of the CONTRACTOR to obtain Substantial Completion of the project as stated in Paragraph 7 below. S. TIME IS OF THE ESSENCE. Time is of the essence of this Contract.Both parties understand that this Agreement is a legally binding contract and have read and understood all of the provisions prior to signing. 6. DATE OF COMMENCEMENT.The date of commencement of the Construction Work shall be the date stated in this Agreement 7. SUBSTANTIAL COMPLETION. Substantial Completion is the state in the progress of the Work when the Work or designated portions thereof is sufficiently complete in accordance with the Contract Documents so that it is operational and usable by the COMPANY for it intended purpose. The date of Substantial Completion of the Work shall be the data stated in this Agreemert and that the COMPANY's REPRESENTATIVE verifies compliance with the conditions of this Agreement. 8. NO ORAL.MODIFICATIONS. No oral statement shall In any manner modify or otherwise affect the terms of this agreement. All changes or modifications to this agreement must be in writing. kT9. WARRANTY. GQPQ;�NGT-GR waitimasis all FnateFIAIG Shall be AGW and all W9FkMaArxh'p SAd FnalaAalra shall be ef goad quality amd ffee NOTWITHSTANDING ANY PROVISIONS i0 THE CONTRARY,THE EXCLUSIVE WARRANTY AND GOAIMII TO tE PROVIDED K TIIE CENTI COt►otAT10N NON•►RORATIS UMFT D WARRANTY,INCOt►ORATED BY THIS REFERENCE AND ATTACHED HERETO IN SAMPLE Fqqy�Ri AARI�tT f XpItr�A p1lRINp THE WARRANTY TIMI/{tlQ0 m spianiD 1N CFNTIINARH'S PROPOSAL ATTACHED HERETO AS PART OF EXNItR A.ALI ISSUES RELATING TO THE' 10. TERM IR COMPANY may,without prejudice to any other right or remedy of COMPANY,at any time by written notice terminate this Agreement in whole or in part,by reason of CONTRACTOR's default or failure to meet its obligation. •WARRANTY AND GUARANTEE OF CONTRACTOR'S WORK SMALL at EXCLUSIVELY GOVERNED BY THE TERMS AND CONDITIONS OF SAID WARRANTY.A MANUFACTUtER MENttANI WARRANTY WILL ALSO BE ►ROVIDED. 11. PAYMENTS AND RELEASE 11.1 Invoices shall be submitted to COMPANY's REPRESENTATIVE. When required by COMPANY,the invoice shall include a detailed breakdown of all items of Work which,when approved by COMPANY,shall constitute the basis for partial payments.The Contract amount Includes all federal,state,local and other taxes.On items which do not become a part of the building,sales tax,if any, shall be itemized separately. 11.2 Payment shall be made for Work completed in a workmanlike manner,in accordance with this Agreement,free from defects, satisfactory to COMPANY and free and Gear of all Dens and claims of every kind,and further provided that CONTRACTOR Is not in default under any terms of this Agreement. 11.3 As an express condition for receiving payment for Work.CONTRACTOR must maintain and provide proof of all applicable insurance policies set forth in Paragraph 15 below. 11.4 There shall be an Interim payment within 15 days of CONTRACTOR mobilization and delivery of materials on site in the amount of 113 of the contract price. Upon completion and acceptance of all of the Work,final payment will be due and payable only after CONTRACTOR has delivered to COMPANY. (1)release,by CONTRACTOR,discharging COMPANY,its officers.agents and employees from all labirdy, obligations and claims arising hereunder,(1)as required by COMPANY,release of all claims and Dens arising or which could arise out of the Work. Final payment shall be made within 30 days after CONTRACTOR has fully completed the Work and compiled with all the Contract requirements. Final payment shall not relieve CONTRACTOR of responsibility for faulty materials or workmanship,the obligation to remedy defects,or the breach of any term hereof. Upon acceptance of final payment from COMPANY,CONTRACTOR waives any and all claims or causes of action it has or may have against the COMPANY associated with or related to the Work 11.5 COMPANY may withhold payments to such extent as it deems necessary to protect COMPANY from loss due to: (i)detective Work not remedied;(ii)claims or lens filed or reasonable evidence Indicating probable filing of such claims or liens:(ill)failure of CONTRACTOR to make payments properly to CONTRACTOR's Personnel,vendors or suppliers;or(Iv)persistent failure by CONTRACTOR to prosecute the Work In accordance with this Agreement;or(v)reasonable doubt the Work can be completed for the unpaid balance. 12. INSURANCE.CONTRACTOR shall obtain insurance of the types and in the amounts described below. The insurance shall be wntten by Insurance companies and on forms acceptable to COMPANY. a. Commercial General and Umbrella Liability Insurance.CONTRACTOR shall maintain commercial general liability(CGL)and,if necessary,commercial umbrella insurance with a limit of not less than $5,000,000 each occurrence. If such CGL insurance contains a general aggregate limit,it shall apply separately to the Project. 1. CGL insurance shall cover liability arising from premises, operations, independent contractors, products-completed operations.and personal injury and advertising injury. 2. COMPANY, Anixter Inc. shall be included as an additional Insured under the CGL, using ISO Additional Insured Endorsement CG 20 10 11 85 or a substitute providing equivalent coverage,and under the commercial umbrella,If any. This insurance,including insurance provided under the commercial umbrella,if any,shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to,or maintained by,COMPANY. 3. There shall be no endorsement or modification of the CGL limiting the scope of coverage for liability arising from pollution, explosion,collapse,or underground property damage. 4. Waiver of Subrogation. CONTRACTOR waives all rights against COMPANY and its agents, officers, directors and employees for recovery of damages to the extent these damages are covered by the commercial general liability or commercial umbrella liability Insurance maintained pursuant to Paragraph 12.a above. b. Owners and Contractors Protective Liability Insurance. Contractor shall maintain Owners and Contractors Protective Liability (OCP)insurance on behalf of COMPANY,as named insured,with a limit of$5,000.000. c. Business Auto and Umbrella Liability Insurance. CONTRACTOR shall maintain business auto liability and, if necessary. commercial umbrella liability insurance with a limit of not less than$5,000,000 each accident. 1. Such insurance shall cover lability arising out of any auto(including owned,hired and non-owned autos). 2. Business auto coverage shall be written on ISO form CA 00 01, CA 00 05, CA 00 12, CA 00 20, or a substitute form providing equivalent liability coverage. If necessary,the policy shall be endorsed to provide contractual liability coverage equivalent to that provided in the I and later editions of CA 00 01. 3. Waiver of Subrogation. CONTRACTOR waives all rights against COMPANY and its agents, officers. directors and employees for recovery of damages to the extent these damages are covered by the business auto liability of commercial umbrella liability insurance obtained by CONTRACTOR pursuant to Paragraph 12.c above or under any applicable auto physical damage coverage. d. Workers Compensation Insurance. CONTRACTOR shall maintain workers compensation and employers liability insurance. 1. The employers liability,and if necessary commercial umbrella, limits shall not be less than $1,000,000 each accident for bodily Injury by accident or$1,000.000 each employee for bodily injury by disease. e. Property Insurance. COMPANY will purchase and maintain in force property insurance for the entire Work. Such Insurance will be written in an amount at least equal to the sum of the work. The Insurance will apply on a replacement cost basis. f. Evidence of Insurance. Prior to commencing the Work, CONTRACTOR shall fumish COMPANY with a certiricate(s) of insurance,executed by a duly authorized representative of each insurer,setting out compliance with the insurance requirements set forth above. WMISnea IO 1,UN I rWli t Vr-,L UMI-AN f b11dU IIdVH nU rFJJERNrJWnRy,di"J\.vIV t rWti 1 vr%rtlltldJ04 6.VMr N1V I Ilurn a0,rtisponslolnty for,and CONTRACTOR assumes all liability for,all expense and risk of loss or theft or mysterious disappearance of and uninsured damage to equipment,tools,materials.supplies,and other personal property of CONTRACTOR or CONTRACTOR Personnel,or materialmen. 15. INDEMNIFICATION 15.1 To the fullest extent permitted by law,CONTRACTOR shall indemnify,hold harmless,and defend COMPANY,as well as their authorized REPRESENTATIVES,related entities,sureties,Insurers,successors,subsidiaries,affiliates,employees,assigns,and parent k-U organizations against claims,damages,losses,and expeuses.Including but not limited to attorneys'fees,arising out of or resulting from performance of the Work,to the extent caused by the acts or omissions of the CONTRACTOR,CONTRACTOR Personnel or anyone for whose acts CONTRACTOR may be liable,regardless of whether or not such a claim,damage,loss or expense is caused in part by a party indemnified hereunder. NEGLIGENT 15.2 In addition to any indemnification required under this Paragraph 15.CONTRACTOR shall purchase insurance for the benefit of COMPANY and their agents and employees in accordance with Paragraph 12 above,and CONTRACTOR shall give notice to all its insurers of CONTRACTOR'S Indemnity obligations hereunder.CONTRACTOR shall also Indemnify,defend and hold hanntess COMPANY and their lenders and sureties,if any,from any assertion of claims for,or filing of,mechanics'or materialmen's lien by CONTRACTOR Personnel.or material suppliers,and against any assertions of security interests by suppliers of goods or materials. 15.3 In any and all claims against COMPANY or any of their agents or employees by any employee of CONTRACTOR,CONTRACTOR Personnel,anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable,the indemnification obligation under this Paragraph 15 shall not be limited in any way by any limitation on the amount or type of damages,compensation or benefits payable by or for CONTRACTOR or CONTRACTOR Personnel under workers compensation acts,disability benefit acts or other employee benefit acts. 16. DISPUTES AND GOVERNING LAW. Claims,disputes and other matters in question between CONTRACTOR and COMPANY relating to the Work,changes,equitable adjustments,or this Agreement shag be referred to the COMPANY's REPRESENTATIVE for decision,which decision will be final and binding on the parties. All claims,disputes and other matters and questions arising out of or relating to this Agreement may,at the COMPANY s sole discretion,be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then in effect. Any dispute or issue,which COMPANY does not elect to submit to arbitration,shall be brought exclusively in either the U.S.District Court or the Superior Court of the County in which the project is located. This provision shall be specifically enforceable in any court of competent jurisdiction. Nothing in this paragraph shall be deemed to require COMPANY to subject disputes under the Agreement to arbitration. 17. ENTIRE AGREEMENT. This Agreement,together with the other Contract Documents,constitutes the entire written agreement between COMPANY and CONTRACTOR and supersedes all prior representations,negotiations,understandings and agreements. either written or oral. This Agreement may be changed or amended only in writing signed by both parties hereto. END OF GENERAL CONDMONS FOR CONSTRUCTION AS PART OF THIS CONTRACTOR AGREEMENT ATTACHMENT A APPLICATION FOR.ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT AP o D 1:540 SULLIVAN AVENUE � . rn b 644-2511.ext. 230 Bldg'Pern'it# Date Building Inspector Application must be printed or typed FEE SCHEDULE 3 f Location of Job: $0-$1,000=$15.00 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 5 �., Q��.� ►a- �yC�1;LS APPLICANT ADDRESS APPLICANT'S PHONE# a60 3S 0- C2 OWNER y W N S.-'4� OWNER ADDRESS CIO OWNER PHONE C � ESTIMATED COST$ 56 C G� *� U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED- 0 TYPE OF JOB: �SOR•cod New Installation Alteration/Addition/Repair Revised 03/05/10 J APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑`NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY CI STORAGE ADDRESS ❑ GARAGE O MMD USE CITY STATE ZIP r(Otherplowl verify) TYPE OF INSTALLATION/WIRING.METHOD.: SIZE OF SERVICE SIZE OF MAIN CONDUCTORS .. NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS.OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES. NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER'OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION Off'WORK bu W. � THE UNDERSIGNED NEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK.DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK %6(009c - t- L �5- CT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT &Aek DATE l� f tqpu 7yCoxntegmtedSecurity 1�7t�grtlfecf�dcurify JOJtesearch Parkway Waffingfor4 C2-OU492. PhDn 203-741-4439 F=203 741- 195 aaudet@fyco.Carn wsvfvtYM Corn , JOB NAME: (,, JOB ADDRESS: ' c 1 103 015SCRIPTION: C -lv 1n5kl I cb-h V-6-6 d) G��-cQ�S Cv.n-rrvl � I��tv►�- �n-l -{vy JOB COST.$ PER PUBUCACI'9195 THIS LEFTERAUTHORIZES N,'QYAYdYj ei o -TO SIGN PERMIT ASAN AGENT GFiYCO INTEGRATED 5LCURITY APPLICABLE LICENSE. ELECTRICAL LONSE NUMBER-ELC 01.6099-LS SIGNED: I. uis J.Parker ELECTRiCAT,L) IBHTIID CONTR9-CTOR T;E}iTIS 3 P -R `�g4VLOX RD WII�IDS.C•R LOGSS;:CT .0.6096-2914 LIC:/REG NO. EFFECTI E EXPIRES ELC.0106099-L5 10/01/2015 09/30/2016 ,SIGNED APPLICATION FOR.ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT AP RO . D 1:540 SULLIVAN AVENUE.��06�.3�. B14g:.Permit# 644-251 i.ext. 230 D— e� Building In eetor Application must be printed or typed FEE SCHEDULE Location'of Job: $0-$1,000=$15.00 3 �U `['C�b1- L , b Over$1,000= Street No. . Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt No. APPLICANT APPLICANT ADDRESS APPLICANT'S PHONE# pW N S$ OWNER '� q< OWNER ADDRESS 1 l . (�t-l-ti f - ►- Tr-4 )3L UU O� OWNER PHONE 6U ,2 -2 Z Z Z C., ESTIMATED COST$ IS THIS A CONTRACT COST? Yes ---'-No FEE ENCLOSED-$ . 1 5'— l�l� TYPE OF JOB: 3P S�5 �SOR•C0 New Installation :ZAlteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from nweme side) TYPE of BUILDINGIS THIS APPLICATION ASSOCIATED WITH A* BUILDING PERMIT APPLICATION?,Gi'YES (3 NO ❑ II? T CURRENT USE AND OCCUPANCY y Gd` USIl�tESS ❑. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE, ❑ FACTORY O STQRAGE ADDRESS ❑ GARAGE . ❑ MIXED USE CITY STATE ZIP (Other please smify) -TYPE OF INSTALLATION I WIRING�VIETHOD, SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS .'. NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS.OF DISCONNECT'S REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF'SWITCIIE$ NUM ER OF OUTL)`I'S NUMBER OF:LIGHT FIX'PURES NUMMR OF HEAT CIRCUITS NUMBER'OF A IC CIRCUM SEPARATE HEAT LOSS AND A/C CALCULATIONS MUSTBE.SUBM ITED. DESG`RIPqTQy OF wORK � r Lus��f3 byP sA LG 5 �.e, C7 ) ZG/�--_-.� THE UNDERSIGNED HEARIIYAPPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL-LOCAL ORDINANCES AND STATE OF CONiNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE. to4'•�� frs - +ter -- iiNASSAUS Weekend Warehouse i Elevation dimension detail Neon illuminated channel letters with white acrylic faces i that are covered with translucent mango vinyl. Vinyl-applied striping Returns of letters are painted to match is non-illuminated and is painted AN423D6.Trim cap is black. to match AN423D6. Non-illuminated architectural building element is fabricated from.060"aluminum plate with flush-butt seaming,it is painted to match AN476G5 Dark Teal Neon illuminated channel letters with white acrylic faces. Returns of letters are white.Trim cap is black. ,' arftsigns.com 27 BriMon Drive.Blom ,GT 06002 860-242-0031 8004 66.4278 Fax 860-242-2898 ��1 AwIku=aMIrM�MbM1MWe=MmdrDuwwr.4IWmhcw> pW"WARTh T*nmoniedbyoufwonxW 1/8'=1'-0" ✓12117/10 PS Lft �drPwGWP Wo IMnOWYwd'�d NmARTkasVmmAMW crm6nYtoV uOanx pq�«��yyw�yyaw Nassau's Weekend Warehouse fir dwq i M1ie0n dw MRi oc*n s niminmwd of ro ins dun UN W ML Ywr r dPwK Of Yur Phim eih Yar i"2 DEC z u 2010 D 5vutj: vv!ncisor BUILDING DEPARTMENT TWO W Soum WINDSU: V.-It pis,: and tru. C+t one propeAw bLdWin8 w a!taratbot» to be at t S _ vLt li tT!!7 her a ndments statrd in applisa!Icn anc :n -•hn o-n and i agree to cnrnv!V with e;! zottllr:g. • •-.d st,tr. Ie s an d such orders as shall be the Oullding .:lepattmont during pendency .npncution and ftnsl issuance of a buildlns rrn�t n is ipprcv�d subject to tho eondltlon that .. +1d1,3nees regulating bullOng shall De y ,approved ltt,*6 M.4 with ^tor tier. CERTIFICATION OF ZONING COMPLIANCE Proposed buiiding(a), uses) and/or structure(s) as shown on this inn appears)to be in conformance 3 with cm"t South Windsor regulations. Variances t d n srx!speCral exceptions im�aY ppt . Dab 1, Zoning nforcement Officer AFFIDAVIT FOR FINAL COST OF CONSTRUCTION PERMIT#: 14000204 Project Location: 14000382 Anixter 1315 John Fitch Boulevard South Windsor, CT In accordance with the provisions of the state building code,the total estimated costs of construction including all related construction costs* of the building located at: 1315 John Fitch Blvd,South Windsor, CT Building $ 1,120,000 Electrical 520,279 Plumbing 80,000 HVAC 240,000 Sprinkler 281,238 *Related construction costs include all work done with or concurrently with the work contemplated by the building permit including demolition, plumbing,heating, electrical,air conditioning, painting, flooring, fire protection,landscaping and site improvements 1, Max Gouveia, being the person referred to as the Construction Manager indentified below,do swear that the statements made herein are strictly true and correct make in good faith. Signature: __ _ Date: q/t 1 /J LJ Max Gou ia, Preside t AL136N K. CARLSON Notary Public: Notary Public Commonwealth of Massachusetts Sworn to before me this 1-day of A5y Commission Expires September 3, 2015 MIANO CONSTRUCTION 230 North Street, Danvers, MA 01923 T 978.539.8077 F 978.539.8076 W mianoconstruction.com Electric # 1`4661S0 _ 1315 John` j`i`t�h`B�.b't3:N FOR BUILDING PERMIT Plumbing#HVAC# 14000204 Date: 3— 1°I'201 t Sprinkler# I yA n tsc;5 Estimated Cost $ y o o, 00 V FINAL APPROVALS Permit Fee $ 19,b so Building COMPLETE RED BOXED AREAS Occupancy Fee $ 16 Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit A r.forC ► Total Fee $ SIGN ON REVERSE SIDE � I-Zt ULOo Soo TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) j44B — 16� The undersigned hereby applies to do work according to the following: Applicant Location of work Lot No.. 80 �n Applicant's Address 2 C Tel # �TV)`S 3 I- 17 Town VV* J --Zip w� !!01 23 Lic.# Owner v Architect_�-> T-L-�vILR6 A K176CTS Owner's Address(515 Jim MN &Vb- Architect's Address 616 M065 AVE -CAMP RIDGE, M Ar Zip Zip Sq. Ft. New Area: tst FI. 2nd FI. 3rd FI. Total New Area 70, 15 Purpose of this permit l u oy- 19 DOLL-P NG City Water 2f Well ❑ Septic System ❑ Sewer Ins: HO SP Cert. Area Basement Garage Approved by Date S Use Group Construction Type Revised 1108 i 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 likes..side yard lines.and required distances from all other zones and is locatedthichuilding its use is allowed. Signed I hereby apply for a Certificate ofhe work de cri ed in his application for the permit. SignedO DO WRITE BELOW/THIS LINE INSPECTION COMMENTS FRENIERE • RCHITECTS ARCHITECTURAL DESIGN AFFIDAVIT March 7, 2013 TO: Building Inspector Town of South Windsor, Connecticut PROJECT: Anixter LOCATION: 1315 John Fitch Boulevard SCOPE OF WORK: Partial exterior and Interior renovation of approximately 8,000 sf of office space and 63,000 sf of warehouse space in an existing 30'warehouse building. Upgraded HVAC, fire protection, plumbing and electrical systems in the area of work. New partition layout, suspended ceiling and finishes at office area. I certify that to the best of my knowledge, information and belief, the drawings and notes on sheets A through A8.2, by LaFreniere Architects titled "Anixter", and dated March 7, 2014, conform to the requirements of 2003 International Building Code with Connecticut Amendments and to the requirements of the Americans with Disabilities Act. Furthermore, we intend to make periodic visits to the site to observe the progress of the work, after which we will issue reports of field observations. At the completion of construction, we will issue an affidavit of our observations of compliance with State building codes. m• — John H. LaFreniere, A.I.A. Mass. Architect Reg. # 7242 ii��lls j � `ON ■ 678 Massachusetts Avenue Cambridge,MA 02139 T 617-661-4222 F 617-661-4244 wwwl- �,.. INSPECTION FIELD SHEET 10/28/14 PYinted by Peart, Dayshell 08 21:26 INSPECTION: 66404 FOOTING PERMIT: STATUS APPLICATION: 201400337 LOC: 1315 JOHN FITCH BLVD SOUTH WINDSOR PROPERTY ID: 47701315 OWNER: GOLDBERG LOUIS H ETAL CONTRACTOR: REQUEST BY: PROJ DESC: RENOVATIONS TO EXISTING BUILDING. WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 09/24/14 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 09/24/14 ROSE N/A B002 FOUNDATION 07/23/14 DOUG PASS B003 FRAMING (ROUGH) 08/07/14 DOUG PASS B003 FRAMING (ROUGH) 09/24/14 ROSE N/A B004 INSULATION 09/11/14 DOUG PENDING B010 FINAL DROP DOWN BARRS AT_BTHRM,BOLLARDS AT ELECTSG 10/01/14 DOUG PASS B010 FINAL ' 08/26/14 ROSE PASS E001 ELECTRIC SERVICE JAY 1-781-686-3884 /follow up insp/ok to release (8/27/14) 09/24/14 ROSE N/A E002 ELECTRIC UNDERGROUND 07/23/14 DOUG PASS E003 ELECTRIC ROUGH JAY @ 1-781-686-3884 09/24/14 DOUG PASS E003 ELECTRIC ROUGH SWITCH GEAR(SUBS)OFFICEWIRINGOVERHEAD 08/29/14 ROSE PASS E009 ELECTRIC OTHER JAY @ 1-781-686-3884// above ceiling electric 09/03/14 MAUL PASS F005 FM PENETRATIONS/SEPERATION 09/01/14 SUMM PASS F010 FM ABOVE CEILING 09/03/14 SUMM PASS F015 FM FIRE ALARM TEST 09/03/14 MAUL PASS F025 FM EMERGENCY/EXIT LIGHTING 09/03/14 MAUL PASS F035 FM EXITS .. INSPECTION FIELD SHEET 10 28 14 / / Printed by Peart, Dayshell 08 21 26 09/10/14 MAUL PASS F040 CO -FIRE MARSHAL INSPECTION 09/24/14 ROSE N/A H002 HVAC UNDERGROUND 08/28/14 ROSE PASS H003 HVAC ROUGH SYLVIE @ 860-528-9187//ductwork 05/29/14 DOUG PASS P002 PLUMBING UNDERGROUND SYLVIE @ 860-528-9187 drain to bthrm group only 06/02/14 DOUG PASS P002 PLUMBING UNDERGROUND SYLVIE @ 860-528-9187 (BATHROOM) 07/23/14 DOUG PASS P003 PLUMBING ROUGH 09/05/14 DOUG PASS P004 PLUMBING GAS TEST ERIK @ 860-883-6207 w/contractor 5#@guage 09/24/14 ROSE N/A 5003 SPRINKLER ROUGH 09/24/14 ROSE N/A 5005 HYDRO TEST 09/25/14 FOLG PASS Z003 CO PLANNING INSPECTION Electric # RECEIVEMPPucATION FOR BUILDING PERMIT Plumbing# HVAC# I5i570VkP Date: l� Sprinkler# AUG 0 1 20 4 t 46 2- Estimated Cost $ FINAL APPROVALS Permit Fee $ -300 Building AREAS Engineering Occupancy Fee $ TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE Appcfo_C Total Fee $ 300 TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) The undersigned hereby applies to do work according to the following: Applicant Location of Work LotNo. �1 Applicant's Address [Z7 t4O N' ST_ Tel #11B1 SDO - 470( Town Zip 1014 Z 3 Lic.#MO. MOUPS4 OWner/3( 11'- ASS&AJXS PLC. Architect LA FA19&Ue ACCWM S Owner's Address 13(5 Jbak Ftirot 9L&JD Architect's Address 616 MASS A%JE WIAJA F. 0, C. Zip 66()7+ CA9540J b4fT,,(R. Z002-13 Sq. Ft. New Area: 1 st A. ,,[[40 2nd Fl.r 3rd FI. Total New Area Purpose of this permit C0_g5,1/�L)C� r� ' Py P ��A City Water Well ) Septic System J Sewer _ pZ6H0I65`( Ins: HO SP Cert. Area Basement Garage Approved by Date ' �'� Use Group_Construction Type Revised 1108 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 istance from all street lines,side yard lines,and required distances from all other zones and is locate in hich this building an s use is flowed. (� r Signed ' -16d Seer / A o I hereby apply for a Certificate of cupancy for the work described in this applicat, n for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS • INSPECTION FIELD SHEET 10/28/14 ' Printed by Peart, Dayshell 08 23:43 INSPECTION: 69548 FOOTING PERMIT: STATUS APPLICATION: 201401059 LOC: 1315 JOHN FITCH BLVD SOUTH WINDSOR PROPERTY ID: 47701315 OWNER: GOLDBERG LOUIS H ETAL CONTRACTOR: REQUEST BY: PROJ DESC: CONSTRUCT FIRE PUMP. (WITHIN EXISTING PROJECT) WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 10/28/14 UNPAID FEES 00 Date Time MILEAGE: 00 TIME TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 10/28/14 ROSE N/A B002 FOUNDATION 10/28/14 ROSE N/A B003 FRAMING (ROUGH) 10/28/14 ROSE N/A B004 INSULATION 10/28/14 ROSE N/A B005 FIREPLACE / CHIMNEY 10/28/14 ROSE N/A B006 WOOD / GAS STOVE 10/28/14 ROSE N/A- B009 OTHER 10/01/14 DOUG PASS BO10 FINAL i� FINAL BASED ON"FINAL FOR'ORIGINAL" MAIN BUILDING 201400337 4 5E:l2ON A: , a=0rMSI£ia,CT E¥IDP k251C 2&=2ULP IONS R AlIXTR I315 JOHN zITC H BLVD SOUTH WINDSOR, CT DATE JUN la. 2014 -DESIGN DATA- 10CCUPANCY CLASSIFICATION Class R Group&Plastics 2sws:2: ' 1 le ;;ola]. !t £R sz &ereICA T lO§ - 12Jc s§. £t cavE s3 !£2 3@EIe:£2: s§ It MAX NUMBER os SPRINKLERS CA CUL TED: :2 a2=£akie£a '2 SPRINKlEF. KATER z w REQUIRED: 1664 s g23 TOTAL WATER REQUIRED (.=eluding hose) .911" e gpm _F!Clil AND PRESSURE THE PUMP 1676 gpm @ 42 2a4 SPRINKLER ORIFICE SIZE ___h NAME OF CONTRACTOR HART FORD SPRINKLER AUTHORITY HAVING JbklsDlc2I0§::,0 c&£ E H. CA:CULATIONS 3I Bass COMFUTs£ PROGRAM |1:CENsa # acoa:25) HRS SYSTEMS, INC TUCKER, GA 300e4 ?AT E o i>/2314M rI=ES\Hk5 SYSTEMS%HASS\HASS :ILE3I%2.,.14\i:,J:XTR C[r-i•r' lk S:)= JOB ' 1'1•_t AN-TXR.12 S A I KESI i __v`.J AVA TOTA- RED)' NODS PRESS PRESS a PRESS 2 DEMAN= PRE (PS-) (PSI} U7E-M) (PSI) (1-:F14) (P: I) S c3 J lin6 iJ 59 5 191- 6 35 .CTrn_ !iC E STREAM A_-0WANCE SCUR.;E 250 `J 3T':-E? HrCgE 3TPEiir-i F._=^:v?r: E :, 3 ,;Pri TOTAL .._„ •HAPCE __CIM ACT:VJ: SPR:NriTERS 16,64 6 ?1 ri JdGJ_ A::A2YS1S :;ATA E..E`JA:ION N DE TYPE PRESS' RE 1' SChARCE ) (PSI) (OPM) 1 31 - - - - 42 - �1 F:=25 21 c 3 2 K=''5 2C 3-0 J 133 :J 31 i, K=2S 20 S %1 3 g 0 1 h=2�z 20 - 39 3 '- - - - - 32 5 - - - 3= 0 - - - - 41 - - - - - 42 5 - - - ' i F=25 iJ 3.: 5 _33 F=2s 2.1 31� 0 -33 1 30 (( 1:) 4 — — — — 32 6 — — — i K=25 20 30 a' 133 4 K=25 20 3) 1 136 2 1 31 G K=25 2c 3J c -39 5 `J -1 0 — — — — ...32 — — =1 41 i - - - -2 3i 0 — — — — 42 C — — 23 - 2i 0 — — — — 42 — — — 41 - - =� 31 3 - - - - 42 - 2? 31 `1 - - - - 41 - - - - - , 1 - - - - 42 - :y ?1 G - - - - 41 8 - - - ..l _'.i — — — — 42 33i i) - - - - 42 1 - - - SYST_MS HAS."'\HLS-S _'i-ES'\2C'14\AN-FXTR PUMP SD? N%C�E A"IA-Y S I S DATA N.-L'E 'f:." 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P 1 2 1 SIC VE .(-ZIPS) H,.� T s U.M - - .'--T) NO (PSI) (C:1 vi) ;-/YT -)S r) 71RE PUMll Ra L-ng 12:O 0 gon @ 5;j 0 os 2 a- .,64 5 qpm @ 339 2 rps 16 6 4 5 q cm 3 9 4 2 S 62-- 32 i 6 4 6 249 P L 4 '10 Pl 0 31 2 0 0 121 TL 5 L;V S .3 14 3, E C S S,:E 3 (talc'.) 0 v14 T:, 2,2 S 'j,. HASS 4 p am Urluer no 5:9:.,.5 grant.:--J by HRS r,c sout.,is-le S-1U.-are T:4 3 7144 (.2 sys:_er nay begin call:-.ulited tic an av1.--.. a(,e llo:le cf 0 3^3 9F--M and naxinam 0 16;: gpm L a I V:=e S S:I--f e cl'_ e a 7 h n c d e i S u C.e d mot. bat,anc-ina the sy:3 teri Maxl.M-'m, wate.: veicc-"J' -s 16 5 _rL Sec aL p-:pe 20 PUr,P SLCt;on pressu.-:e unde.,: hol pr_r.,. on t-he cove_- zh=e.:. f-or. ukie Cr n f e p -0:.t Ava-li -r'cle at 'cu-"Ce nod& 3 unl=:-, full -zlc.w �onditior.s -, s `•4 ccrpafed Lo the -e p::essuze- -wf '0 W s p_L _ Na-M� _32AN:lAF",: j1",ANEKTR PUM. JCE :lilj- : .-E A 112 X,R i b M-1 ERI L EWC 123 A. G'atVlv Aln--hk )PV-'v NPTee 2 17 19 0 1 0 4 0 0 1 10 9 0 4: J 13 GO 4 01" 335 03 3.5 0;1 249 311, 0 3 '0 3 37, 00 41 00 ZV a rl __Zt_ng ;_angths _n Fee:I- Ter- -r;qE!l ChkV-'Iv Bf. ,.:vjv _a CV_ N P T e e 21) 01) WATER SUPPLY ANALYST j is - Flow i"168 I.,j.,f: a r S., I r > A4 G I I r ova j pr C; requ,I c.c. PLI I-.[ C F C'I]I Ve p 100 0 :!.I C43 t ve E; F w-u 3:-l(+ ar .::,-:i)rcr- Ava a; IT, CO ul 6 E 6(i .............. ....................................... 40 Ol IC. U) L) —1.1 7 4 Ju 6(70 8 1 LIOL' 1 (JU 1 hOGI j00 2 ;CO 'A ES,..2C,'-4\ANIXTR PUM> 22RlmEZEE SYSTEM '4LTh i'-04f. 7 A 4113 5 2 j- I —4 - 14> <13> .90.2 41 s. 2Arl-4 212> <2 1> 14 1 <2 4 2el2 .25> 41.7 <2 7> 2 46�Z A )23.4 <30> 2 31> 41.2 15, 9 7. 33 <36> 3 H 2 41. e 4 > <3 4> 3 a. I> 4 43> <4 2> 3 4 66. 1 46> 41.2 4)> 41 1 S 2> <r!> 4 4 A <-54> 4 4 58> fk 4 .0 4 a71.2 5 > 93. 4F 4. 2 4 3 6 <§s> 4 .64> 24l.0 6, 5 67> 85.7 7 C,> 5 41F <72 5 73> ", 5.4 S6- A sli 4 X F A-" AS,S F L 2 4\A. P UM 7 F x 24- x -9'4 6 cnm 4 6 c.p-n ------------— -------------------------------- 4;*-.i n r� _, C. FLQf,,.' (GPm,) LI QTY U/M MFTR/PART NO. WGT(LBS) fire Pump Unit and Driver 1 ea PUMP:ITT AC Fire 8100 Series Horizontal Splitcase,UL/FM 8x6x13F 1110 1250GPM @ 50PSI 1780RPM 49MBHP i ea DRIVER:Electric Motor FS Choice 495 50HP @ 1800RPM 208VAC/3PH/60HZ ODP 326 Frame 1 ea INCLUDED:coupling,guard,automatic air release valve,suction and discharge guage MISC HSC 50 assemblies,casing relief Jockey Pump Unit _. 1 ea PUMP:ITT Goulds eSV Vertical Multistage 3SV6FC4F20 Si 12.5GPM @ 60PS1 6 Stage 208VAC/3PH/60HZ,TEFC 1HP 1 ea Pressure relief valve 3/4"NPT 52-126-401-001 2 Controllers _ 1 ea FP CONTROLLER:across the Line UL/FM GPA 208VAC/3PH/60HZ 50HP NEMA 2 1 ea !P CONTROLLER:Across-the-Line UL/FM JP3 208VAC/3PH/60HZ,1HP NEMA 2 Accessories,Packaging,and Specialties 1 ea Hosevalve header,8",Grooved rosebud style,with 6ea valves caps and chains. ACS597 300 1 day Technical Services for start-up and commissioning. Freight(non consolidated) 1 yea Unconsolidated to single location FRT Fluid Solutions Standard Terms and Conditions Apply. Price is valid for 30days. The $'i 00 Series Fire Pump is designed to provide water to stand pipe, sprinkler, chemical mitigation and hydrant systems for firs supression in industrial and commercial facilities. f 1 Features & Benefits • Available in capacities up to 3,000 GPM (681 m'/hr). • Pressures up to 255 PSI (179 m) • In compliance with NFPA#20, UL, ULC, FM and ANSI. • Performance and hydrostatic tests. • Dynamic balance impellers. • Space saving design. • Easy maintenance and upkeep. 0 •Available in electric or diesel engine driven models. • Standard construction: cast iron, bronze fitted. • Clockwise or counterclockwise rotation is available to simplify pump room layout. . • Packed stuff box. • Grease lubrication. •Available in 50 or 60 cycle. • Suction and discharge flanges are on a common centerline. NOTE nis pros uc,is not intended for po*able water applica:icns re umps Series 8100 FIRE PUMP ACFP 8100-05 a xylem brand Series 8100 r Pipe Plugs(Cali tg) brass V, C 4 I Flush Pip ng �;: oPPer No.,, si2S:ciMessSteel Glands 6ru)7za'ASTM W4 432) Ri:t s) Graphite Irnpregna-rd Acrylic'{sr,t c Cr,-ing Assembly Cast tree(ASItu a»8 Class 35A) I-- Casing Jr;iGt Ga�r.et(Suctlon; Paner(Vellumoid SIS' r P„ a' Vellurnoid S05 Casinalo:rt(i..sket,Dischargp..i P ( ) Casing Jon-,ac l;; Steel iGra-e 51 hpwei Pins(Casing) Steel Cis.rg rigs B(onze;ASThf BS94-932) Nro .p ry�gx �:ti Shaft, Steei.(W 1C45) Shaft S'PP ves Bronze{,15Th1 6534-932} 3a2x1:F Shaft Sleeve Nuts Bronze(AST)A BSF -932) 6x.4x9F- Beat;,g Housing(Inboad) 0st,ro1(ASTMa48C:ass25.A) Ex4x13F40 ■ Bearir.gHcrssirg(::uthoa-rJ) Cast Iron-'AST! -48Class25A)•.• 6x4x'IF •■ Ball bearing(Inboami Sicet 6.4A ZF-M Ball Bearing(C uzboar ) 6x6xGF 5tuftirq Saxe,; ackn:g) Cast Iron;AS—'.•".a4.',Class 25A) {= 8xOx9F 'jeflectc rs R+:bber(Buna'V) P.xWOF ■ L:p Seals OP.if!t_) -uhne:'`•Bvt "N') 8i4l, 12F•S lotknut(BEaring) Steel 8x6z12F-M •■ Lockwasner(3earwal Steel 5Ym.,3F Set Screws t,. 316 Sta'srless Steel 8x6x18F' Cap Screw(Bearing HoustrI;, S'PP_I(GranP2) 1:.Ax 12c Cap Screw(G,Pnd) Steel(Grads 21 8r,81 17F Grease Fittings i&Par:na) Sty! 10e2x1r'F-S Pipe PM,,gs(BPari,tZHous; 9) 1CxEx17F-! Key(Impeder.- S ee: 1%x'rx2JFy iCey(G�vpling) Stzet-::: 10x8x2QF-L • p-rtrq(Srri t.ta Box) ��h:e,t5:---z'N") 12'rl ex IBF • Q-ring(Ca ing)- Rubbef(Buni"N*) p-naa{Sna=t Sleeve; Ruhher;3a na'N") •—i-_-rp^ rat , 5-epl("Al!414Q)shaZs• _5pirol Pins(Stu1.+._,Box) „: 3Q4 Stainless Steel •—P•..-nps that tr.-TFE'nit+PG^.i-ed Soi-ol Pins(Casing Rino) 334 Stainless Steel Ac:y''c":u i Impe"Ter Brc,;ze(ASTM 8584-874- • - C'asi.tgs for Hunt,sizec vrth"H"preft A+11 be rnaca f-o^.'D:ctile on(A.S71M 5?nl(:aaa PTF= A536 Grade 65-45-12)&Cin—lg Jc-'it 6o,svri-ir,eSteel;Gtadi?e, C(DUSFM �� leXylem Inc. olve`tNater 8200 N.Austin Avenue Let's S Morton Grove,Illinois 60053 Phone:(847)966-3700 Fax:(847)965-8379 www.ac`irePumn.com Xylem Inc. 55 Royal Road,Guelph,Ontario NiH 1T1.Canada Phone:(519)821-1900 Fax:(519)821-5316 A-C P-L F.mp,5•^:�I!-n..rn'CN Xy 1?m.P;-:n'Cr'!is iZ SL1KId0°!w. s tea•3 rjt.,m rz. ._Fa E102.43c r•,�F'Cf.�.i,7G A-C FIRE PUMP SYSTEMS page 313 Dimensions-Horizontal Electric Motor Driven Fire Purrps March 08 Supersedes all previous issues (H)8x6x13F - 8100 SERIES 13.00--i-- 15.50--� 21.25 15.62 -= 394 -p NOTE I1 [540] �r {397J (3301 i [ ] .50 NPT I I (VFrIr) I 0.50[13] , z.25161 0 9.40 1- -MO - (239] SEE NOTE s l I T 1 ' - 8.00 8.00 M ° ° i 6. (203] I _ 121 ] SUCTION G ° I ' HD DISCHARGE q 1 -- +- ° - _25(6° } 25 NPT 0 0 1 BOTH NOZZLES HG 1.00 NPT ;GAUGE} ' BOTH NOZZLES icRAINi I I 50 NPT ' 5. 2[1431 -J -1 1.00 BOTH STUFF B OX 1.00[25]OtA [25] iDRA1N10 :CR 0.ouW,ING SOL fK0EF; [279] (279] 6-PLACES I - 6.00 24,00 HF 11521 I (6i0) [ HB CW ROTATION VIEWED FROM COUPLING END MOTOR C MO HB HF HF1 HD HG FRAME [3941 --}�- (3.01 --� 254 23.3015921 7.10 62.00 50.00 25.00 20.00 400 (' [394J I (330] 256 25 001635] [1811 [1575] [1270] [635] 1508] 11021 .50 NPT 284 24.8016301 7.80 '�. I 286 26.301669J [199J I 324 28.20[717] 8.60 1 8 00 i 326 29.70[7551 12191 8.00] [2031 6^ 3 44 30 001762J 9.20 68.00 56.00 28.00 8" �03 - CISCHARGE 365 31.00[7881 [2341 [1728) [14231 [7121 3UCTICN � -�-- -� -..-. 404 36 4019251 10.40 .25 NPT 405 37.90[963] (265j BOTH NOZZLES 1.00 NPT (GAUGE( / BOT"I NOZZLES f (ORNNI .50 NPT -/ 111.00-�! 1.00[251 BOTH 1 .00-}- H STUFFSOX i 1.0 (REF) (DRAIN) 12791 1 24.00 16101 CCW ROTATION VIEWED FROM COUPLING END NOTES: TION 1. ALL DIMENSIONS ARE INCHES[mm1. 2. SUCTION AND DISCHARGE CONNECTIONS APE DRILLED PER 125#ANSI B16.1. PUMPS WITH`H"PREFIX HAVE DISCHARGE CONNEC DRILLED PER 250#ANSI 616.1. FLANGE HOLES STRADDLE CENTERLINE. 3. BASE PLAT`SET RECOMMENDED PROCEDUO ES OUTLINED NPROCEDURr}{EES,ANSTRUCTIO d MANUAL ASSOCIATED WITH TH SND FINAL ALIGNMENT MUST BE IN CPUMP TYPE. E WITH AC RE PUMPS SYSTE 4. MOTOR DIMENSIONS ARE APPROXIMATE FOR A GIVEN NEMA FRAME. CONSULT FACTORY IF SPACE R LIMIT 5. BOTH SUCTION AND DISCHARGE PIPES MUST BE SUPPORTED INDEPENDENTLY NEAR THE PUMP TO REDUCE STRAIN ON THE PUMP CASING. ALSO EXPANSION JOINTS,IF USED,MUST NOT EXERT FORCE ON CASING. 6. COUPLING GUARD MEETS ANSIIOSHA REQUIREMENTS. 7 CONSULT FACTORY FOR BASE MOUNTED CONTROLLER. NOT FOR CONSTRUCTION,IN OR APPLICATION PURPOSES UNLESS CERTIFIED L FM ULC APPROVAL CERTIFIED FOR: TAG N0. FLANGES CUSTOMER ORDER NO NO. GPM HEAD ROTATION SUCTION DISCH. PUMP SIZE MODEL CURVE DATA ENCLOSURE MOTOR HP RPM VOLTS PHASE HERTZ FRAME SIZE DATA DATE: CERTIFIED BY SHOP ORDER: : AM�'R� PERFORMANCE CURVES FP 2.0 PUMP a xylem brand 1250 GPM OCTOBER 2012 SUPERSEDESALt PREVIOUS:SSUES CURVE A-8763 IPUMP 8x6x13F 8100 SPEED 1780 RPM IMPELLER DATA 1250 GPM FIRE PUMP APPROVAL PRESSURE RANGE 40-65 UL He FM IMP. NO.OF - - -�— - NO. 08-1668-1 VANES 7 100 MAX. MIN. DIA. 13.1 DIA. 7.0" MAX. INLET 90 SPHERE 1.00,, AREA 44.4in2 rn 80 13A„ Rated Capacity — z 70 50 61 66 7 Q 12-4" B 7 77 i 150% of Rated Capacity w 7 60 11,7.2 C 78 0 50 10.9" D 82 40 30 SPECIFY H8x6x13F WHEN Z0 WORKING PRESSURE EXCEEDS 200 PSI. N'F�H RED' FEET'�-0 14 SUCTI6N LI (FEET; 23 19 a A m 50 - B C D 25 0 0 250 500 750 1000 IN GPM 1500 1750 2000 2250 FLOWCurves show performance with clear water at 85"F.If specific gravity is other than 1.0.BHP must be corrected. Fire Pump Controller Nassus AC Fire Pump Submittal HD Supply Fire Protection 230915111 Project: . Customer: A Engineer:- TECH Pump Manufacturer: Technical Data Submittal Document Model GPA Full Service Full Voltage Across the Line Start Electric Fire Pump Controller y . .Q. Contents: Data Sheets Dimensional Data • Wiring Schematics Field Connections Note: The drawings included in this package are for controllers covered under our standard offering. Actual AS BUILT drawings may differ from what is shown in this package. �FMN.Y.C. � E C UL US APPROVED APPROVED February 2014 Technical Data TEC Model GPA Electric Fire Pump Controller 3L3 i M �T3 C U� us From normal �" r� incoming power through 31-2 r,l Tom, A A � Disconnecting Means �r "l f" ^ ` �J ��/l FM 3L1 � � APPRMED CR4 f I N.Y.C. tAt �i APPROVED 30 3L2 OP'IOtiA_ r � n L.axad rapt wrrmt � �j z 450 6 .100 Starting Method: Full Voltage l Across the line(Direct on line) Esc 1 Fup load currord Typical Voltage Applied at Start: 100% ! Inrush Current:6 x normal load current :c .:c ao €o +ot, Starting Torque: 100% %ercent of mc:or SPeed N) Motor Type:Across the line(Direct on line) No.of Contactors: 1 at 100%of horsepower Min.ampacity of motor conductors:3 at 125%x 100%of Full load Current(FLC} Built to NFPA 20(latest edition) Underwriters Laboratory(UL) ' UL218-Fire Pump Controllers Standard, •CSA C22.2 No. 14 Industrial Control Equipment Listings, FM Global Class 1321/1323 Approvals and New York City Accepted for use in the City of New York by the Department of Buildings Certifications Optional ti Mark Various EN,IEC&CEE directives and standards :1 CEProtection Rating Standard: NEMA 2(I1331) Optional n IP54 C NEMA 12 NEPa1A4X-304 sst painted :i NEMA 3 -1 NEMA4X-304 sst brushed finish :3 IP55 Enclosure NEMA 3R o NEMA4X-316 sst painted IP65 NEMA4 NEMA4X-316 sst brushed finish D IP66 Accessories Paint Specifications • Bottom entry gland plate • Red RAL3002 • Lifting Lugs •Powder coating •Key lock handle •Glossy textured finish 'Please see Disconnecting Means details on page I Jill February 2014 � �. Technical Data TECH Model GPA Electric Fire Pump Controller 200V to 208V 220V to 240V 380V to 416V 440V to 480VI to Shortcircuit 575 60Hz00V Withstand 60Hz 60Hz 60 Hz 160Hz 60Hz Rating HP(kw) _Standard 100kA 5-150(3.7-1 t 0) 5-200(3.7-147) 5-300(3.7-220) 5-450(3.7-335) rua - Optional 160kA Standard MA 200(147) 250(184) 350-450(257-335) 500(373) 5-500 Optional100kA wa nia nla n1a (3.7-373) Ambient Standard: Optional: Temperature z 50C to 400C /41 OF to 1040F -i 5'C to 500C/41 OF to 122°F Rating D 5°C to 55°C/41 OF to 131 OF Surge Surge arrestor rated to suppress surges above line voltage Suppression •Isolating switch and circuit breaker assembly: -Door interlocked in the ON position -Isolating switch rated not less than 115%of motor full load current Disconnecting -Circuit breaker continuous rating not less than 115%of motor full load current Means -Overcurrent sensing non-thermal type,magnetic only -Instantaneous trip setting of not more than 20 times the motor full load current •Common flange mounted operating handle Service Entrance Suitable as service entrance equipment Rating Emergency Start •Flange mounted •Integrated limit switch Handle • Pull and latch activation •Across the line start(direct on line) Locked Rotor •Operate shunt trip to open circuit breaker •Trip between 8 and 20 seconds Protector •Factory set at 600%of motor full load current Electrical •Voltage phase to phase(normal power) Readings •Amperage of each phase when motor is running Pressure •Continuous system pressure display Readings •Cut-in and Cut-out pressure settings •Pressure readings with date stamp Pressure and • Event recording with date stamp • Under regular maintained operation, events can be stored in memory for up to 5 years. Event recorder .Data viewable on operator interface display screen • Downloadable by USS port to external memory device • Pressure transducer and run test solenoid valve assembly for fresh water application • Pressure sensing line connection 1/2"Female NPT Pressure Sensing •Drain connection 3/8" • Rated for 0-50OPSI working pressure(calibrated at 0-300psi) - Externally mounted with protective cover 3 February 2014 Technical Data TEC Model GPA Electric Fire Pump Controller Audible Alarm 4"alarm bell-85 dB at 1 Oft.(3m) •Power available - Locked rotor •Manual start •Phase reversal • Periodic test •Deluge valve start •Motor run • Fail to start •Remote automatic start Visual Indications •Pump room alarm • Low discharge pressure • Remote manual start &Alarms •Motor trouble -Low pump room temperature •Overcurrent •Phase loss •Pump room temperature(IF or IC) •Undercurrent -Phase unbalance • Pump on demand/Automatic start -Undervoltage •Low water level •Emergency start •Overvoltage SPDT-8A-250V.AC •Power available •Phase reversal •Motor run •Common pump room alarm(field re-assignable)" Remote Alarm •Overvoltage -Undervoltage •Phase unbalance Contacts -Low pump room temperature •High Pump room temperature •Common motor trouble(field re-assignable)" •Overcurrent • Fail to start •Undercurrent •Ground fault •Free (field programmable)" •Embedded microcomputer with software PLC logic •4.2" color touch screen(HMI technology) ViZiTouch . Upgradable software Operator Interface .Expandable storage - Multi-language •Start on pressure drop Automatic Start .Remote start signal from automatic device •Start pushbutton Manual Start •Run test pushbutton • Deluge valve start •Remote start from manual device • Manual with Stop pushbutton Stopping Operation -Automatic after expiration of minimum run timer Field Adjustable& - Minimum run timer***(off delay) Timers Visual Countdown -Sequential start timer(on delay) - Periodic test timer • Pressure Actuation - Non-pressure Visual Indication .Automatic Mode •Non-automatic •'Tornatech reserves the right to use any of these three alarm points for special specific application requirements. -Can only be used if approved by the AHJ IN 1110. February 2014 4 '.. . Technical Data TfCjj Model GPA Electric Fire Pump Controller ViZiTouch Operator Interface tz TOUC=" 4 —� O a 1 - Power on LED 8- USB port 2-Color touch screen 9- START button 3-Alarm LED 10 - Contextual navigation pad 4- HOME page button 11 - STOP button 5-ALARM page button 12 - RUN TEST button 6- CONFIGURATION page button 13 - HELP button 7 - HISTORY page button 7 February 2014 Dimensions BUILT TO THE LATEST EDITION OF THE NFPA20 STANDARD 27.1/,'J6961— Va"10231 X2 1 I ..---24"`61 Gj - 14601 14 k"�363j { i ��!$"[01 Gj X4 ---i" o, t i � ,:_ �.,(1372} { ��•, i � 48"(122GJ I i 26"[6601 I i 01Y[,013}X4 C i ,, t ! C�hYE.•TIGN r `� -t� { I 7g l;"12041 r-y--- �^•; h R!JAL t J 7 1781 _ , ENTRANCE t I j Voltage 1 HP Table _LT� I 7 7"[178j 1 1231 �-- V r,25 Voltage Min HP Max HP 8 ! ;.� '[891 J = 1V 275 i 3-1771 f 208 40 60 --------- do ! 6G I 220-240 NOTES + , -ALL DIMENSIONS ARE IN INCHES(MILLIMETERS). 380-a00-d15 75 125 -PAINT.TEXTURED RED RAL 3002. PATER CONDUIT ENTRANCE THROUGH REMOVABLE GLAND DED 440 480 75 150 -USE WATERTIGHT CONDUIT CONNECTOR ONLY. PROTECT EQUIPMENT AGAINST DRILLING CHIPS. 6,70 ( 100 150 -AMBIENT TEMPERATURE BET�'dEEN 41°F (5°C)AND 104°F(44°C). I_ Drawing for information only. modify this drawing without notice. Manufacturer reserves the right to contact manufacturer for"As Built"drawing. DRAWING No. �y p�/► P6. !3*,i14 r.^TABLE Drs. tV��I " t Nvc� IYL/ FM 1+2C7rC w.ATtana.a"+ilICtN11Ft ,:ta. GPX-D1211 !E CLCIr ( Rllr f IT\L ` viva ww1 . r •�� FULL VOLTAGE / ACROSS THE LINE VVirin schematic BUILT TO THE LATEST EDITION OF THE NFPA20 STANDARD ) R I� t B 3 3 CM 1rl p _ _ T3 ^ 3L2 CTz �ro" SO ILT ti o��7 6R �` z'x i ffA bttb5l : I64 3 r 30 3L2 %,J45 a �1'r n� iM ,� 1'9 JAB i,� 41��a�+�Y - y Irunnirg ' nao 1-v^a• aoa 't\d P4YM.' 14i J:ib CPN Available `�Tg: - i 'a Fi+aie J42 J38 Faters:d �"''I T82 i I Crmnan '' J37 J" AMA, „ G Witar J33 J15 .HN �y 7mLIA Presp, i. ,aJ 1:6 'MI,MS ice'^f:,f 1 .1 I fl J57 "•�?+�,� n 5L./ P,— 3 SV1 N Job I ru ® e ....�Tc snn•,t rh ;U t J44 ( XTR 2L2 t 2JVAl�I J47 " 3 y < J, 3Lt A JAI f, C5 tvn J7 I �_,.,1�r,',r•�?,� � •C;� � , ri Temperzture aento'- 0 :11 .r+•�s �3 Probe 9 !.(ANJeL LTART 0::, �' TM1 Q 2` LCn:h.C,.T 0 2l, VIZITGUCH i� c V. 2 m erw•au FE1,r,�E �'T 'f e �' -urontA-lc;T�. 1 MAIN BOARD � J25 p%, r et t'4t:L s r" Rer „�+'ee ReC 'A81 r,a-cR RrS-•E t•OIN �� 247y ® °• JSJ � I ttr 30 + J57,s 13"'"L'[ I � y 12 i1L, ,:-l•h•5a I)RELAY 3CARRJ r,,r*g br 4+x*a�in gay. 1_ IEi•1i91�fese e.me rip to M. 3,!As dwol,rkk,cl^31ke. W.2 daho ahe Eme,ye•:,s,r.is POP.C.ui, Cc ac:Tr a:wa'c•.s 3_Yt'C•14-q. •RE14')t'E Jl.'•JPER+0 USE ri-15"ATURE D'a r,;AC �� GPr-.•"i5':L'I 2 12—'21 3erwdRms A DES. I , ,zrr3c ;.Jt•ecla�rAiY,CIf. VER. GPA-•Ty,.5G0 �tE L(; iq co FM 3ae:xdn�y A-Z Ir c �L us 1GC c:ri REV. DA: CESCR I A i:V P. 1 LLEU I KIU f m: ruivlr UUN I nvLL`1\ - Terminals Diagram and Sizing BUILT TO LATEST EDITION OF THE NFPA20 STANDARD 3 Phases Bonding i'1cominq Paver. Ground v Y v i 1 f Power Terminals G'vJ LI L2 U 1:3Iee: Models GPA, GPR&GPS IS Fra;rope-.+i, 13 e'e• AFPA'CaMhEC{�a;WL�"ICa<uux)rtx�cxe -Cxt•clp��.faGL:`:✓eeMr,O csn:•tmce a t:SA. 3- v mas xua e*c+a to x e "role t mxma E+Yfaaa+ar o r.04�r ixte. +M � I.Co•c:JzrsFFaies�sltht.IrccmNafnea*'u�bu:a-n�deC4�nfit,ugi.erw. :a•tl I:T212 5•YJ�,dd ga^Ali sl.`cs�x'.f:corr Gxctus•nry. v n Co usn a-ini m cmc..a•a. LI i �...................... \M _ Isolating Switch IIS)Field Wiring according to Bonding Space(AWG or 1ACN),TERId14ALS L1-L2-L3 (Use Copper Conductors Only) 5"(127mm) il_ 6nn1n� 8"{203mm} f �.�NP YJ 7.5 { is 20 i 25 f tC 5- ! I�Votta—ge-� I J t 1x,3 otf tttttct'j I:2 CI I x•.1.:to2531 I tx(4 i 25C! I x-5 1x{t^tot_s; f IT(821*) tx3ta'.. 1x(ltaI,)j 1x�41J+"I i n1 I IrVoi I 1xQ4I.Gi 1z{1t0201 txIZ.01025�i txt30:c25,0) I122010i�C Szt:;lolr.1 lxitoto`;5; tx(8t01,0! 1%{61J1!7, tY14;01 Ix(b'J"O 1x 3to1':1} IX(6tJ11�) !x(6t;,lU} 1xt4tCb), tx(3tct:0t t tx(3to1.-) i 360ta410 1 C.;J1:C1 i 1x( OtJ')3i tx('Jto110) ) 4 tan;ot;i+ 1t(iStol tc1 lx11J:o1101 lx(tOto1A) tx(701o101 1xjdUr'3) z{Sa1,0} ix(i .0? tYi6to1r9; 1x;4totn) tx{3tu1•°1) p;tl txj'0U:.1 1x:'.oto'r)'. ITN(Jtt0) ix(1J to1!'0; W10toID1 11jatvV:} txtbt0l: 1 , 1x+S:01r�; i 1x161ct!9) !x{4 013} EMc+r 12-(305 mm) 16"(436 mm) " Srrce 35': 4t1 45. 1 Soo; I HP f ___.. 75 :4•) i 125 1S0 20C 15J 31J r Voltage , 298 Ix 3iC105'x If-se, 2x1410tc50,ZxI25010NUI 2x;ah tot."A'I lI210:o2t0 1r Sti 'S001 tx+,350oy3r1l 2x(3r�to500} 2x+4v:o5C0' 2xj350x5C0; 2x(5001060:1 — ^, c cY;t�t2 500 0x(300 to 5CG' 2`4, I`: 2x,50010 6r) 2x 16C5) 1 t{ +3f1 to4'6 1%(at025^.' tzt3vt02S+i; 1x,30"to5N) 2Yt3:0to25C; ) - 1z ' I x :J t.''W2SC; x120:-"x C! 1x;?010250) ( 1x1arG!o250) ix(350toYCi 2xj? ;c25C) 2r.300to OCj 2xis Cta500i 2x?-O 106Cv1 2z'5]GtJ6J0},t S m0 a 25Oi t Y(20 tJ 25G) 'x 13.1)to 250; tx a to 5 0) 1%;35C 13 5G•0+ 2%{3t0 to 2501 2x;4rJ to 500) 2x t25U IJ w0; 2x(3C0 0 5O(11 2x(3a)iJ rJC) 5^1127 mm) 8„��mm) 12"(305 mm) L.— i Vdlring Size for motor connection for Model GPA.GPR and GPS(AWu"or MCM}.TERMINALS T1-T2•T3 (Use Copper Conductors Only)11 t t0 5 BHP 5 ,w I 19 � t5 I 20 ?wz 3G I Vahage\I 1 + 1x(101 'xWo21 1x+6to2: 1Y(4t0171) 1x13to1101 tx(21.0`41 1xi1r t03�'51 I 1Y(3O1 1x1Q.0 03n11 lay z t' , I t -- I 1x!6:^.2j 11;6U2) i 1xt4101'01 1Y;4'A1:S 1r(:lnl.0i Ix11to3+'0! 1%j2111:03+u, ' t K2!uit0 txll2to'01 ) 1Y;'2; —� t.nibt6T�xtt2x'0) tz14:o2) x'Sta2) tx,3102! lx,6to2+ ` 1ii5:o:.Ci ) x 4t;3;.x^i ':x13:atC1 1x13;o1w? I t 14,Ot:+43J• ix:11t0101 i 1x(111o'ii 'Xt12:310i lYf1i} tx(6:D,2 1X(8t02i 'Yi6t02t i%161021 �1-( bti1 ' 1x13b1O) to •, 1x'14:J1O) :x,t2o101 1x(1S1 ( txt6t02i 1x;Sto21 txi"ot02i2y 1xt;M1.1)1 ! 6.J xi, IC.f) :x{•4to J, , I i5 I r 2G 25+�. I 30'2 1 350 45•1 SJ0 II BHP i5 1J0 115 ; v ! i!VJhage� I�J3 tx i1AJ1 ) :.1,^J0 4 )I 30 2x 14!0 to 300, :x(ZF; la 300''1 2x,2� l Cn.; 1:e')t:2=:11x15:+to3�1 2x2!�Ie3nj 2xi39:^_30'': ' 2xi4.9to330) bi350to50 --- '— I0 :x;21' 3001 tYj33Cl 2x;30.o3M) 2t;4 x3a01 2x{3]Oi 2x14 b5?Y 2x{50C1a60Oi 2zj500i J1 t s& tott6; xt+.•4Tr3ti 1'xt3 1 44C ti,4d: 1< ,�2,'0) I 1 x(NO to 3 C) 1 x(30,. '1'(4;J to 3101 2x,:0 L,3)0} 2Y(3'0 to X01 2x tV0 to 30Ot 2x(?50 tJ 5CO3 2x;QJO to 6COt 2x j5C0 tc 6a3) �� IJ 1�;,to 330} ' 2x,•sl to::'x31 2x t4-to 3DO) 2x(256 tc 30C) 2z,370) 2x(35J to SC0}I I P,, " 11 x,3t t,;: x1'x2+i) xt2�i:J3xl) ;x{3Oj I!an I;:.'.'e'3.r'.es Uw ty'!h rr iJ+1F tfs:a+�"7'liltxil:I n:„1:C Frttzrttrat;•:•w�::Ps.Jnts,.;lzu:2:+-lffd+�Jv1:LY'. +r��`� =ES. GPX TD500113 IE F M I 0t�EJ9rry �I �. + :3F01 tx I GA'n riGr.:O'C`aE:ES �O .rrr C us ram. "—�—� J I REV.I CATS -r'x-/►U'iJYf�l� .ELECT KfU 1-fKt t'U1VIr VV►v ► tWLt-cry Terminals Dia ram and Sizing BUILT TO LATEST EDITION OF THE NFPA20 STANDARD Power Terminals 3 Phases 3 Phases Inco!rirg Pow.r Bonding Incorringpower Bonding Ground „y ` v Ground v Y ' u.�s i ..Fo•PAW!Tnzr4ro'nICtiF��.73arctAc:l'JS31rLB_fraraa,alu:al.;J.e. CO )O C ( bb. QOo I r c� t�s�,r'�rx aea��anJSA.+xr ti:7 elnd 3.Fr r'a:-.::.sate Ix-0 oav 'srr to rrraa•ns x'xxwx a^teal rame-ta'e. u r `� +- rlr l s !erS tR.4"w i g tres runt a ar'r.ed k.>3,aaa • f---7 S•F;J:vxnn;arc lu{si.*s oast an wCPat�d,ctrx xty. , :ra ' g l •rx C-d ^M II Tt Tc T5, TtI 1Tt T^T.t t i zr CO oc r02 , Model GPP Models GPW GPY (Use Copper Conductors Only) Isolating Switch(iSj Field tNtting according to Bending Space(AWG orMCMj.TERMINALS Li-L2•L3 I 6:ncc.? 5" a"I203 mm) (127 mm) !, S.n _ t ' cs i aC 40 � `HP 7 t0 i tc 20 25 5 i 5 Voltage ix ,J to 253) "z t3 to 257} 1x,.. 10 250t �10B 1<tic toNi') ' 'x(9tctt;!) txtB:ot"J} z;6ta1�) tx14101.ti txi3tJ1A1 1xi2totL1 It o ,t tx(2'CIo25J) txt30b250) r ztCbt� tx;9b1'3! ix;6toL0} 1xt4tot:ni •x(4O1fG) ,x.33 O) lY(1 to2P 1 2101c 240 lY tiJ to 1. i t• 1 n n tx 3ta 1,111 3B 1o4t6 ix;14t 10t 1xi1010'.'lt) tx;l0ut:tt. ix,86oIt) txlBl01U) ix;6to4!'3) lx(6t,1.} '.xt4t_1'3) txt•L1,4) t 440ta4i0 ',tt0k';J; tx(i�'to1'u) 1x110toVu) x110W1F,1 'x'81C,t! tx,Br1A) 1x,6,o1.1. ir;6te1,5) ,xi4totn,} 1x(3tc1t0) t . t ix'4 G7'10f 6�{ 1xn01,t�`; :x;tOtOtn?) 1xr0WU�; 1xnDwtlO, 1Yf10iC•0i x;Btot1C, tx(Btot'0) tx:;6toi;'0} x,6.ot.0 I 16"t406 mm) ev.cny 12 i305 mm) fff I i Spam I °50 4nn I 450 5� 125 250 (I - 'vaitage a _ j 2x(250 10 SOJ; 2x;4C0 to£'30 �i22Cw240 1x;'e57w5'7" 'x ?50:a5x;t 2x13,0to5431 2xi4:0to500) 2x13x1t0�,:! 2x(5'Yw62G1 — �— (2501 x i3`FJ to 50C) 2x;3!0 f7 2.C) 2x 14 01:500) 2x(30010 503j "� 2x(50C to 600} 2x(rJO) ) 3BO l:416 i x t13 to 2.x _— <r 4Q':' Sl O i z 12 O:e 25G! tx{3 D to 250) ix i410 to a'S; 1x(350 tc 5GC!i 2x:3 0 to 250) 2x 40 to 5T) 2x(300 to 5Gb) 2x i"35i'a 500) 2x;400 to£DO! 2x(500 tc 6r,01 11015C` 2x t4.1)t3 5 L") 1x 1250 t0 500) 1x(303 tC 500) 2x(350 tc$00; 1xt3tOt,J; tx(1to250i ( tx(2Gto*3j 1x(310to253) 1x(2501o50J) tx,3� IO- ) 600 12"i305 mm) a"(203 mm) S�xa 5 027 mm) Wiring Size for motor connecticn For Model GPP,GPW and GPY(AWG or MCMj.TERMIN.Ai_5 T1•T2•13•T4•T5•T6•T7•T6•T9 (Use Copper Conductors 0111y) �! c + 30 40 50 GO j' HP ! x Tr !C 2J 2.. I` voltage\ m 1 1x:210101 1x;;ro3�; t a Ix ; 'x:Btet..,) 1x;410a.'0 1 1xrt4ro10) ix+,t2tOtG} 1z G) 1x:3ta.} x( to2t ' ix t3 to 2,U1 1x,2 x 3JDt 1 ix 1J tx,81e2'1 tx(9te21 1X,61e_^ tx(6tc1�; ) z;4k:C1 I �.22]to24-. t(t14:oi0; xti to i i 1x'6to2j iz(6tc'.) ! 1x(4gtC) T"— x 1 ) 1x1,121010i ;xiW) Ixl8lc2' 1%j!4!ct31 t (14"o 0 1'Ot041b txt14 0 M txt'D' i%:Q102: ix(8102) z(6101) 1z(6to21 44ctc48] 1z 1:1 10) 1xt141o1G) x;14 010) tz;t2�1C' 1z111t0, 1 { x G tx 1D1�2) tx(8f02) tx(91o2` 'x e:o1C 1x(14tot0+ 1x114PC10) 1x112to1G; 1x112c10) 1 tt• 1 ��630 1xildtat:! t1 , ,t yy 401 450 I 50C � HP j T5 `!!i. I 125 � 170 100 .50Al � ^ — 250;0340) 2xi,+Gto_0J) 2xi3rotc i Lit12"�ta3�, i3u1 I t 1x 1 30t 2x(2Y1 to 300) 2x AC,C 350! 210t019 1z(ttilol'Ji 1x;3`�} tzi4:Cto nt 4yt0350) ' 1x(300 2%!2.�Dto30G) 2x,3'i,4"ii 2x-A.;t.-50) 1xt, J83tcdia 1x,4ta29t -ix;2k2"x} 1x(110 o3.Ot 11x(2'Oto3G} tx(4'"J1c.0 1 t t 2x 1+nLt300) 2xi1Oto33J) 2x;3,0to350) 2x;I'D 350) tx(i0x 31J! '.z(20to3!d! tx(4'Otc300) 1x(30C, ( -' 440 to 480 10 t4 to f'Ct tx(3 to 2'0, 1x(2 tc 3 0) 21(1 n,to 3W 2x(2010 3D01 tz1,1:3to3C) 1.(121'to30: ix(4:Oto3C0) 'x(250to3::) 1zj 00) ``�,� txi£1o2;. tx(ato2P31 t3t02!;!) 1 'xi:.a3�) I� 7ro'mti' rr r aYvt pro.. 61s^Lx'n rtxt•asre 4�:t:r v�t,ndst tad rwi!a+n u r Fo•.trrun9kfarcv4;ths t C "�:e+ta!ra•aianyn,r. —��rmdn9�a FX•;Via a. 13;tty: F7'etoaFZOGWx:taw9_E OES. ( GPX TD500 2131E o.-ream 3 t3x}iCa Q}'a 1[SC:G-�'tiE~"fS VER FM I `••1 �OTL/�11:/Jlf� ��US D � � I REV. CATE QLSCn�lul I P- tLt�;I KIL I-IKt rulvlr Lvty i r'\vLLL-I Terminals dia ram BUILT TO LATEST EDITION OF THE NFPA20 STANDARD Remote Alarm Terminals(1/0 board) Control Terminals (1/0 board) Normally open .+y,t4 - _ Remote _ RM 0,4 btwr :swrr MatJl• Closes R, to alarm {_ jig !rr Manual Close to start pump r-d C------------j--- � 23J25 mnlcg Normally Closed 1 o Stan { `-------- e,y Op-rsto3laitn L QJt9-t: ;2 II I Normally dosed �` Pawer Opers to 31ann f -i - --------------?® s Norm-My open { ®:49-' Lockout Close W block staK ;" --, ----- 28 125 AvaAable Si ral Av Closes to alarm. �•J4:-v y I Au.,4lc Star. Closes ly to clan ��?_�a 7 i Remote LL ---- - - ®t 27 pt'Sz Closes to alarm 1 - AUtoma*JC I open to start pump ;""\K_"- -- r NorrraAVclosed l—{@IJr2.tr S --��- ��J2� Revarsal I t _1t—'I ,� t Stan If used remove jumperJ1`--------- vpens to alarm ....... (RE-ASSIGNABLE) wtu ev+rnr Norman open P en J37-t4 7eluge � �g Burn Closes to alarm {_ J3�-t t�� o Vah.e Open to start pump r-' -"".---d2 ` J25 P Normally dose4 ( Sl Signal It used,remove jumper J2 L--- 30 Rocco I opens to alarm t ! 9 Alarm _._._ ?RE-ASSIG IJABL E I NJrnrally open �J39-'4 -.._-- Moto' Closes to atann { tl Filed Connections for External Devices tJor,qy[Used �'J "-nuole �p+3rS tJ a16Tn { 9 12 _ (1/0 board) i I tiwter Rexnob Low WatPrRese•^lOIfI 1 -7® 31 r Low Close;o signal afarrrt i'"I �-- -- -- - J25 _ i L................�© 32 Normally open ,J4t.t4 I Signal (Flela' Closes:J alarm Programmable), NornaAyclosed i Open ;o aizms t r n,,w,2vro Fluw;Zone Start/Stop Close to signal alarm _--"---_-- 31J25 Slgn3l `- ;ram!x rkmuuv+�'M1'. uar,tr.xn ^st?eriterwlfy",tscwdrK;vk'aJa4ax 'Not Available inGPSModels �.dxy6g'e•ac:ra.alxksuEetl:n.car�e:rn:aamacda�::rer ^PX_'O.Y43 t 4. 13tttl FIELOPROGRAvuA9'-E U FM l s'.�@31Fq 3. , '• 1G4 t QA'AwCQEO O'AC:ES +vF.R � -�• 1 GPX-TD500 313!E -rr»I�:i/r�,6& Cr 1s r: rRF'Y. CATE 1 QESCRIP M ,APP. Jockey Pump Unit Nassus AC Fire Pump Submittal HD Supply Fire Protection Z30915R1 Aq A-C FIRE PUMP SYSTEMS rr 4•u DIMENSIONS AND ENGINEERING DATA PAGE 303 TTVERTICAL MU eT3VT FREE JOCKEY PUMPS MAR 2011 SUPERSEDES ALL PREVIOUS ISSUES CONSTRUCTION: 30a STAINLESS STEEL 3SV{e-Sl9 sQ Hz 3500 RPM NOMINAL FLOW: 15 GPV CAPACITIES: 3.22 GALLONS PER'V'INU TE HEADS: 17-470 PSI TDH MOTOR STAGING: 2-30 STANDARD NEMA TC FRAME MOTORS IN OPEN DRIP PROOF OR TOTALLY EYCLOSED FAN COOLED ENCLOSURES. MINIMUM FLOW: 3 GP(d STANDARD VO'_TAGE: MAXIMUM WORKING 360 PSI(25 BAR1 FOR THEANSI FLANGE VERSION SINGLE PHASE:1 tS-20Ta'233V UP TO 3 HP OR 208-230V FOR 5 HP PRESSURE: TEMPERATURES: STANDARD LIQUID TEMPERATURES FROM • TRREE PHASE.2 POLE:2G8-230r460V'.60".Z UP 75 HP 20-F TO 250°F(•30°C TO 120°C) COMPONENT MATERIAL J' DUMP BODY AISI 304 STAIN;ESS STEEL OtX° IMPELLER AISI 304 STAINLESS STEEL (s- ,IFFUSER AISI 304 STAIti ESS STEEL � cnaa(:.Taz CA�i\C AISI 316L STAINLESS STEEL COVER CN + S�AGLE PHASE 5rn-f AISI3'6 STAINLESS STEE, ONLY ADAPTER AST.l1 C-ASS 3S4013 CAST IRON BASEA364.0-F ALUMINUM 1 1t4 CLA"XO P At t,E COUPLING A384.0-F ALUMINUM STAINLESS STEEL AISI 316L vE1'r FiL S.A.. ,-ATE 3rA BSP t-t LASTOMERS VITCN(OPT.EPDM1 t •a t COUI>LING G.:ARD AISI 334 STAINLESS STI=E,- 'RAIN REF SHAFT SLEEVE AND BUSTING TUNGSTEN CARBIDE ?a ssP 0 FILUDRAIN P-UGS AISI 316 STAINLESS STEEL t 71E ROCS A20 GR.1045 CAR8CN STEEL i ZINC PLATED 7.C9 PPS 1 V`lEAR RING V2 SEAL G_A\:) AISI316 STAIti_ESS STEEL aeP M.EC'-A\ICAL SEAL y c ra(m;J ;T 51 t1 s CODE Na ROTATING FACE 1 STATIONARY FACE 2 ELASTOMERS 3 I. f5 eti1r;;-+� 7sa:1 r; 4HUES SILICON CARBIDE VITCN 0 CARBON GRAIHITE FILLED DIMENSIONS(IN.) WEIGHT(LBS.) MOTOR 1� Ot (MAX) PUMP 6 MOTOR STAGE i-- NEMA FRAME Lt rr HP Opp Opp 7EFC TEfC OOP OOP TEFL TEFL IREF.) T'FFC 00 T30 GOP T�mL ODOP T3foC 7oP to ?m tm 3o 1m 70 1m >m a 57 55 a9 as 4 3.» 56C 22.5z 20.89 21.8: 2:.02 5.ts 6.1_ 6 56C 23.97 2247 24.53 22.60 5.1a 7.;9 6.1 n 70 62 53 53 2595 26�7 25.19 5.74 7.19 6.t9 ?3 65 8` 63 g 11:2 56C o 78 68 67 ,p 2 56C 28.03 25.91 27.64 5.7a T.19 6.7_ 1 t?. :St:,30 29 61 31.87 29.Ss 5 75 t ID2 87 82 79 14 3 56C 31.96 31.57 33.83 31.55 5.75 7.19 6.62 7J4 7.16 t04 89 Pr3 81 '6 33.54 33.t5 3541 33.13 5.75 106 s1 86 83 78 5 BsTC 827C 18aTC 36.69 35.31 38.19 38.Cs 6.87 1 8.86 1 B.88 b.88 9.02 139 128 7+8 109 NOT FOR CONSTRUCTION,INSTALLATION OR APPLICATION PURPOSES UNLESS CERTIFIED. CERTIFIED FOR: CUSTOMER ORDER NO: IDENTIFICATION NO: FLANGES PUMP SIZE MODEL CURVE NO. GPM HEAD FT) ROTCATON S 0060N DISC14A DATA GE I MOTOR HP RPM VOLTS PHASE HERTZ FRAME SIZE ENCLOSURE DATA DATE SHOP ORDER: CERTIFIED BY: FP 4.0 A-C FIRE PUMP SYSTEMS PAGE 304 T T e VERTICAL MUSPERFORMANCE -CURVES LTI SVTFREEGOCKEY PUMPS - %IAR 2011 SUPERSEDES ALL PREVIOUS ISSUES 300-- e-SV 3SV e-SV sV 18 6OHz =3WORP hi RP h 250 16 ............ .......... 200--- ............ ......... U) Lu ISO 4- 0 100 .... ...... 50 0 70 0.30 ———— Of zle cy 4 60 50 0.20 40 H Ist;ige Lu 30 20 0.10 30 --- 44- E— 20 0. 10 is 25 0 5 10 a N.S.GPtAj . ..... ................ ........ CERTIFIED. NOT FOR CONSTRUCTION, lilISIALLOICINOR P-PFLK;— UNLESS CERTIIIED, CERTIFIED FOR: IDENTIFICATION NO: FLANGES 1--cu—sT-OMER ORDER NO: MODE ROTATION SUCTION DISCHARGE GPM PUMP GPM __.tEAD(FT) CW 3000 300# E SIZE VOLTS I j DATA RPM PHASE HERTZ FRAME SIZE ENCLOSURE MOTOR HP RPM DATA C.ERTIFIED BY: DATE SHOP ORDER: Jockey Pump Controller Nassus AC Fire Pump Submittal HD Supply Fire Protection 230915111 �4 PROJECT: a CUSTOMER: I IEC ENGINEER: Fire Pump Controllers PUMP MANUFACTURER: MODEL; !P ACROSS THE LINE START JOCKEY PUMP CONTROLLER DRAWING SUBMITTAL PACKAGE CONTENTS- - BROCHURE - DIMENSIONAL DATA - WIRING SCHEMATICS - FIELD CONNECTIONS NOTE: The drawings included in this package are for controllers covered under our standard offering. Actual AS BUILT drawings may differ from what is shown in this package. C us ULC40 �' N.Y.C. APPROVED TECH �r�' /: r Jockey Pump Controller ca .� Full voltage across the line starter r Micro Processor Based (Patent Pending) MAIN FEATURES: — v---- • Easy and quick start-up and _.__..... operation • NEMA 2 enclosure • Micro-processor based logic • System pressure indication • Pressure transducer • Fuseless motor protection • Operational temperature limits 41`F to 122-'F (5°C to 50°C) The model JP jockey pump controliers are specifically designed to control jockey pumps in order to maintain the desired water pressure in fire pump serviced systems. Ajockey pump installation t' prevents unnecessary starting of the fire pump due to small leaks. tndividual models are specific to the voltage available on site: • JP1: 120 V i single phase 1 60Hz • JP21 220-240 V i single phase! 50i6OHz • JP3: 208 to 600 V !three phase i 50i60Hz The module also allows the user to choose the units of measure of the pressure reading in psi, bar. kPA, The standard power circuit consists of a horsepower rated feet of head and meter of head. disconnect swatch, a thereto-magnetic motor protector and a motor contactor for across the line full voltage starting. The model JP jockey pump controllers are built in Consult factory for other types of motor protection or accrodance to the latest Underwriters Laboratories starting methods available. UL508A and C.S.A C22.2 No.14 standards. The automatic operatior of the jockey pump is achieved with an electronic pressure monitoring module which utilizes a pressure transducer as a pressure sensing device. it alows the user to digitally set the start and stop 410 pressure values and on or off delay timers (timers are optional) if required. The moduie continuously displays the no system pressure and, when required, the start and stop NFPA pressure settings. The system pressure reading can be MEMBER viewea without opening the door of the controller. 10 1 +>m + • Horsepower rated door interlocked Jockey Pump Controller 7V rotary type Full voltage across the line starter --- disconnect switch Micro Processor Based (Patent Pending) z. 0 0 0 • Fuseless motor ,T 0 6 • Built-In wall mounting lugs for ease of starter with t installation thermo-magnetic motor protector v; and horsepowert rated contactor ..t i1 aw �• r Olf 1- System status diagnostic OUTPUT RELAY ON green LED 2- System status diagnostic LED's for: Green:system pressure at or above cut-out value ii. Yellow:system pressure between start cut-in and cut-out iii. Red:system pressure at or below cut-in value 3- Easy to use dip-switches for field adjustable parameters 4- High luminosity digital display • 3 position Hand-Off Auto 5- Pusnbuttons for setting and display of field adjustable parameters selector switch -w,� 6- Reset pushbutton complete with pad-lockable €>x> cover • Pressure transducer with 0-300psi range and 316 stainless steel HOW TO ORDER: JPx- V/ HP/ Ph/ Hz construction Ex.: JP3- 208! 2HP/ 3Ph/ 60 Tornatech Inc. USA Sales Office 1 Tornatech Pte Ltd. I Tornatech S.P.R.L. ' Tornatech Fz-Llc. 7075,Place Roner:•Joncas. 9578.Atchison Court. f Paya Ubi Industrial Park. Avenue Sabin 3. P.O.Box 502221. I Cincinnati.Ohio. 51 Ubi 1 Avenue. 11300 Wave. Dt E Sure 132. i Te}t , 8574639 _ s Montreai.Canada 45069 U.S.A. Unit;x 01-18. Belgique HJ M 2Z2 Tel.: 1 513 307 6766 Singapore 408933 !Tel. +32 t0)10 84 4001 Tel. + i 51 c 33a 0523 rax: + 1 513 759 0509 I Tel : +65 W44 3285 � Fax. +32(0)10 24 75 05 ' + 1 800 363 8448 +65 6844 3917 ;Lr Fax. +65 6844 8549 l - =ax. + t 514.334 51u8 I • JUUKt Y I-julvit- UUIN I r \%,JL-L-L-1 X I Wiring schematic BUILT TO UL 508A& CSA C22.2 No.14 STANDARDS. 111 17 13 0 ru I 4mtr OFF A-TO rrq 14 0-1 ---------- :2 n 4 5 A> Al 0 G =F5 IPY R--G E; -4r A arl mare Trd 1.3 uGot 0 .4:c MAIN:M=14NEC:, B NEIAA-'CSA 2 ENCLOSURE LINE;TEMNALS I ENCLOSURE SIZE VA '.V1RE SIM MRIJUE EtCj-C.S-JFE SIZE* 12Z6:4jV C AX3 %P 4!4 AA a-'Li A"%K; k;LSS.144 Z)(1 2' .4 Ar,'G-#1 v AWI-A L65.114 MOTOR TERVINALS -,VIRE RITE E ^75-Zouv 7 bH 3H;: F Pia il-y.0dG-.M.AP."7, V1,W ,� 1,fP -.5", 40.•P 0111. X(7727v, Diri-r-.,Aon may r.hw,�..e dIyej,di,j(,;o-I rejuireJ..C3t%sLd!factory to enact I mFirsicns. Drawing'or irforwA:n only. CID Mar Jaclumr reserves tha right t3 mclify thk drawing without notice. far approval cr jiiWfisfior.pleas-.contact manufacw-er. f) m s. IS09 001 FIRST V=R :JP-WS301 IE Accessories Nassus AC Fire Pump Submittal HD Supply Fire Protection 230915111 *FP 2.7. A-C FIRE PUMP SYSTEMS Page 308 Dimensions-Fire Pump Fittings& TT Accessories August07 Supersedes all previous issues HOSE HEADER SIZE a" CONNECTION GROOVED VALVE CONNECTIONS (6)2-1l2"NPT MAX NFPA FLOW 2000 GPM BODY MATERIAL CAST STEEL ASTM A216 GR.WCB MAX W.P. 300 PSI WEIGHT 35 LBS 8.400 (213.36) / \ 8.625 ( J (219.075) NOT FOR CONSTRUCTION, INSTALLATION OR APPLICATION PURPOSES UNLESS CERTIFIED CERTIFIED FOR: CUSTOMER ORDER NO.. TAG NO. SHOP ORDER: CERTIFIED BY: DATE: DIMENSIONS IN INCHES(mm) 0�> A-C FIRE PUMP SYSTEMS rr c.i w Dimensions-Fire Pump Fittings& Page 313 ITT Accessories August 07 Supersedes all previous issues HOSE VALVE CAP & CHAIN INLET 2-1/2" NPT HOSE THREAD 2-1/2" NST (STD) OTHER BODY MATERIAL CAST BRASS MAX W.P. 300 PSI WEIGHT 20 LBS 5.00 (127.00) 11.50 (292.10) no ` ) O { I 2.75 (69.85) 3.50 (88.90)— NOT FOR CONSTRUCTION, INSTALLATION OR APPLICATION PURPOSES UNLESS CERTIFIED CERTIFIED FOR: CUSTOMER ORDER NO.. TAG NO. SHOP ORDER: CERTIFIED BY: DATE: DIMENSIONS IN INCHES(mm) SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF 0***** ADDRESS � 2s- l0 h n ,'1 TOT/UNIT# Reviewed by 6T, 1 (Engineering) CONTACT/D Date Reviewed �Ll`� 09 PH# -I3 1-506 " 1 7 0 62 Reviewed by (Planning) Date Submitted Date Reviewed ppro A! — As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan •� 2. Finish grading per approved tip m building permit plan �f v —� 3. Site work;i.e.trees,shrubs, 2 dumpsters,required parking R r.; 4. Utility location; 5 -�= a. sanitary sewer/septic systems b. foundation drain _ C. electrical&telephone i d. water e. . - U 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ a•--- Inland Wetlands Considerations A. Lighting B. Signage Freestanding Wall / C. Fee in lieu of Open Space COMMENTS: ..45 tg,,j4 S"o—x r�i.K �(„�'/�1//. � aCl�J l�GL6'�YLfiHI T� �G °��1i.�tid � 5M1� rhO+JLy 4J�cJ'i�lrtiwl llr� I 7 s/engineering/molloy/site compliance checklist �QEc Professional Electrical Contractors t ` September 17,2014 Mr. Max Gouveia Miano Construction 230 North Main Street Danvers MA 01923 RE:Anixter 1315 John Fitch Boulevard South Windsor CT New Exterior Lighting Dear Max, This letter shall serve as confirmation that the newly installed exterior building mounted light fixtures and the new site lighting pole have been installed as per Isherwood Civil Engineering's drawing C3 dated April 24,2014. Please do not hesitate to contact should you have any further questions regarding this matter. Sincerel Ga eira Project Manager Professional Electrical Contractors of Connecticut CC:Jim Guthrie PEC File PEC of CT.Inc. Construction Engineering Design/Build I Service Telecommunications Solar Ph:(888)PEC-ELEC Corporate Office: Regional Office: Branch Office: Fax: 781-769-2913 100 Access Road 145 Robert Jackson Way 249 Roosevelt Avenue.Suite 203 www.PECofCT.com Norwood.D1A 02062 Plainville.CT 06062 Paw tucket.R102860 CT License#125754 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT f�4403i.2- App O D 1540 SULLIVAN AVENUE f ,1 644-2511 ext. 230 I Bldg.Permit Date Building Inspe or Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 � �5 J254W % A /31✓Z Over$1,000= Street No. Street Lot No. $15.00 per$1,000 I01X&C or any fraction thereof Tenant Designation Apt.No. APPLIC,'.NT /Y44 /f✓T %c� ��cv��/��.�/j��i�,/� �O �G� ) APPLICANT ADDRESS APPLICANT'S PHONE# W N OWNER S f 4< OWNER ADDRESS OWNER PHONE C ESTIMATED COST$ �l it ` IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ "'i,q j r 6y TYPE OF JOB: �1 g SOR-Co New Installation 1 Alteration/Addition/Repair o33? Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS Z ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE FACTORY ❑ STORAGE ADDRESS ❑GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK �DG✓ VCD�fiC l/c�1/4�� 2>1�/ CcCCy�S doh///Tp Tr THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT ' DATE � i✓ Tyco Integrated Security /nte a)ted Security 10 Research Parkway Wallingford,CT 06492 Tel: 203-741-4077 Fax: 203-741-4192 License N 0199808-LS JOB NAME: 1 JOB ADDRESS: START DATE: JOB DESCRIPTION: I yr JOB COST: 't CIL7 PER PUBLIC ACT 91-95 THIS LETTER AUTHORIZES: 1 1 'IhL R)t .111.�U� TO SIGN PRMIT AS AN AGENT OF TYCO INTEGRATED SECURITY APPLICABLE LICENSE: ELEC LICENSE# SIGNED: APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application i hereby: BUILDING DEPARTMENT Ap O 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 i qp o ozoq Date Building Insp r Application must be printed or typed FEE SCHEDULE Location of Job: l $0-$1,000=$15.00 �b�.n �Ac�\ �`VC► Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS 77 Ci ic1 91,(c L4ArA 1_4. . �,Atir C-i 0G03_7 APPLICANT'S PHONE# `d?_9 - SC,-Ko OVI N SF OWNER bav k& �ok�bets. OWNER ADDRESS 1 305 -,.� F` OWNER PHONE ( O - 7 Z 9 - 1107 C C ESTIMATED COST$ 3 9 , 5 6 'I IS THIS A CONTRACT COST? ^ Yes No FEE ENCLOSED$ G 00 U TYPE OF JOB: —.i�1(LZ 7 3 ®�p�v o OR s C l New Installation Alteration/Addition/Repair Ilk - 2'0/Ya033 7 Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION?�9 YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY___Anly pr ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE O FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD 0 vJ V o I SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK c� G 5-7 L-1-3 T I C.1 CONTRACTORS LICENSE NO. TYPE l STATE SIGNATURE OF APPLICANT �0�n I'y! S GT A 0w DATE O ZG/2,C)I `� r 5689 17 Buildin Technology Systems August 20, 2014 To Whom It May Concern: This letter serves as my authorization and on behalf of 568Systems, Inc. for John Mysatyukow to request a permit for the following low-voltage wiring project on my behalf- Anixter Inc. 1305 John Fitch Blvd South Windsor,CT 06074 The project is valued at$ 39,564.00 and consists of telecommunications cabling. If you have any questions regarding this authorization, please feel free to give me a call at 860/829-5680. Thank you. Sincerely, /J. Richard Chasse CT License# 105743 Subscribed and sworn to before me This AD'-day of , 201 Date Commission Expires. 77 Old Brickyard Lane P.O. Box 8036 Berlin, CT 06037-8036 Tel 860/829-5680 Fax 860/829-1799 www.568Systems.com T-1 Lic#0105743 C-5 Lic#0198706 TLT Lic#0000003 Rl TSC Lic# 1893 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT `�Ob� APPR VED 1540 SULLIVAN AVENUE Bldg.Permit# y, 644-2511 EXT.230 1 400c�2CA (Date) (Building Inspector) Application must be printed or typed FEE SCHEDULE 3i Location of Job: Sof�/!l /TG /3/ $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000- V 5.00 per$1,000 Aly/V�� or any fraction thereof Tenant Designation Apt.No. APPLICANT Ill N ,, kk � �� 1�• APPLICANT ADDRESS oZ73 4 — APPLICANT PHONE# � _S�� %/�� r e OWN St OWNER 'q< OWNER ADDRESS OOWNER PHONE ESTIMATED COST $ er— "� IS THIS A CONTRACT COST? _YES NO FEE ENCLOSED$ TYPE OF JOB: 15�3 �SOR•Cod New Installation _Alteration/Addition Repair Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A D RESIDENTIAL BUILDING PERMIT APPLICATION? 4 YES ❑ NO 'J( BUSINESS CURRENT USE AND OCCUPANCY /4S wQ O ASSEMBLY O MERCANTILE FUTURE USE AND OCCUPANCY �/Y)�, O EDUCATIONALC3 FACTORY / O STORAGE ENGINEER'S NAME Z 5sac;(A PHONE 1/0/7' O GARAGE ADDRESS O MIXED USE (Other please specify) CITY jec STATE zyAl, ZIP r TYPE OF INSTALLATION 04L�,, SIZE OF MAIN DRAIN y� NO. OF TOILETS (o STYLE NO. URINALS dZ STYLE Av, NO. OF BATHTUBS�_ NO. OF SHOWERS NO. OF LAVATORIES 7 NO.OF CONDUCTORS SIZE T NO.OF STACKS�_ SIZE 3 AREA OF ROOF NO. OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES NO SIZE OF WINDOW /✓A IF NONE C.F.M.OF VENTILATOR G/`A SIZE OF DUCTS /j C(Z SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE Ll 4c— MANUFACTURER D S� , DESCRIPTION OF WORK i c 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. PE STAT SIGNATURE OF APPLICAN DATE y APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Applica ' BUILDING DEPARTMENT D 1540 SULLIVAN AVENUE � 4Dat 644-2511 ext. 230 Bldg.Permit# jq0662a�'ilding Inspector Application must be printed or typed FEE SCHEDULE i ?j I Location of Job: $0-$1,000=$15.00 al-ae Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 90/4/tb 4, APPLICANT ADDRESS '�s �iK //P21L 0 APPLICANT'S PHONE# OWNER At0W N SFq< OWNER ADDRESS U) OWNER PHONE O * 1 ESTIMATED COST$ IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ r (P C)C) TYPE OF JOB: �$0 ."CO New Installation Alteration/Addition/Repair �20 1 `tOb 337 Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPEPF SYSTEM: TYPE OF BUILDING: HEATING ❑ RESIDENTIAL A/C COMMERCIAL VENTILATION ❑ INDUSTRIAL HEAT✓✓✓IN��`G ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC ❑ WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 'l�Ac_ ,V;/( be 11,0i, 4 ax- 4 , � /4, GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE-Z OF INSIDE 2-OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) <i TONNAGE Ly 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. Z� h, 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. '� '1 CONTRAC OJR LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT D TOWN OF SOUTH WINDSOR PERMIT# Applic5tl BUILDING DEPARTMENT !c f00373 P 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 DU o2-I Date B ding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 [Tenant � J�/A/ Over$1,000= o. Street Lot No. $15.00 per$1,000 i X or any fraction thereof —i ` Designation Apt.No. APPLICANT �� /� � .� ��Pi/ ��/y! ls0�6'e-4 APPLICANT ADDRESS APPLICANT'S PHONE# OWNER %OW N S fq< OWNER ADDRESS O j'.Isc. OWNER PHONE C ESTIMATED COSTS /'-?0 c� U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ a/o TYPE OF JOB: t ' �35�l4soy d��`S®R•Cod New Installation Alteration/Addition/Repair r j w Revised 03/05/10 t APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? o YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY & BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE 13 FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK 7- CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT Z2 DATE Tyco Integrated Security lategmted Security 10 Research Parkway Wallingford,CT06492 Tel: 203-741-4077 Fax: 203-741-4192 License# 0199808-LS JOB NAME: on\ JOB ADDRESS: ei \ START DATE: JOB DESCRIPTION: JOB COST. I PER PUBLIC ACT 91-95 THIS LETTER AUTHORIZES: 1 �iL/ TO SIGN PRMIT AS AN AGENT OF TYCO INTEGRATED SECURITY APPLICABLE LICENSE: ELEC LICENSE# -/ Q - L SIGNED: APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT lyoo 3 t2 APPR D 1540 SULLIVAN AVENUE Bldg.Permit# s'� 644-2511 ext. 230 �ooa382 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$1 s.00 �, is �"s�� //, _T� Over$1,000= Street No. Street Lot No. $15.00 per$1,000 O F"i'ee- { lNc��ouS.e, or any fraction thereof Tenant Designation Apt.No. APPLICANT /"/6/'Pf f a,u6/J/e f l i(Al l DAI rr& APPLICANT ADDRESS n1 y� �j)��y ��Ga,✓ J/y�(� Pla�iv /111z (' ' D(� 06 2 APPLICANT'S PHONE# 7 ,?l 3 WO- Z 9 sv OWNER /3 /a' 1 t HSs6,ln > � L LC . 'EoW N rS�q< OWNER ADDRESS 3 rohw L: eA 6(//1Vcr �f S O y fib/ yv►%V CIO) 1 OWNER PHONE y 7- Z 6 7 _ 9 9G 9 C ESTIMATED COST$ 3 o b C� IS THIS A CONTRACT COST? _k-Yes No FEE ENCLOSED$ 4( 5 ° TYPE OF JOB: 4G93s �S®R•Cod New Installation Alteration/Addition/Repair ' 2o(q(j Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? YES ❑ NO ❑RESIDENTIAL CUNT USE AND OCCUPANCY.(/II,,4.e O BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY.L/br ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME 2 G,,(e ,gej 6 C 1/_G PHONE 1,7 �fg-yf�OG FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY j yo,✓ STATE In,-9 -ZIP p 2111 (Other please specify) TYPE OF INSTALLATION/WIRING METHOD /?C, 7', /1'j U l�1✓�,1� SIZE OF SERVICE y4>6 SIZE OF MAIN CONDUCTORS c U NUMBERS OF METERS U NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS !) NUMBERS OF DISCONNECTS REQUIRED? ❑ YES a'NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES /D NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS C SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT +CSC' DATE 7 Professional Electrical Contractors Date. - 7 I,James Bisson Sr., authorize b 4 a, o"1W to sign the electrical permit application as my agent to perform work at.- Address I r, r,,-A 6 L yb, S T- job name and description U- i,9 e N e -j F /t-- Pae,/-0 Starting Date $ - I'/Y License t pe and number attached. Agent Signature &ridkz','�ru� Licensed Contractor Signature J es T. Bisson Sr PEC of CT. Inc. Contracting I Engineering I Design/Build I Service I Telecommunications Solar Ph:(888)PEC-ELEC Corporate Office Regional Office Branch Office Fax:(781)769-2913 100 Access Road 145 Robert Jackson Way 1040 Mineral Spring Ave. www.PECofCT.corn Norwood.MA 02062 Plainville,CT 06062 North Providence.R1 02904 L NIIlob Is Rght � Z � N ' I ; R 13 I W 7! dos 01 I 19Js I I I —_ J In Project: Title: ZADE ASSOCIATES LLC SKETCH #: FIRE PUMPIXTER CONNECTION ELECTRICAL CONSULTING ENGINEERS S K— 1 A POWER RISER DIAGRAMS 140 BEACH STREET REVISION #1 BOSTON, MA 02111 DWG #: TEL. (617) 338-4406 Date:7—22-14 I Scale: N TS IFAX. (617) 451-2540 E—2.0 N lit 12 gild Ian oZZ 121 0 0 LLI Project: Title: ZADE ASSOCIATES LLC SKETCH #: FIRE PUMPIXTER CONNECTION ELECTRICAL CONSULTING ENGINEERS S K- 1 B FIRE PUMP ROOM 140 BEACH STREET BOSTON, MA 02111 DWG #� TEL. (617) 338-4406 Date:7—24-14 I Scale: N TS IFAX. (617) 451-2540 E—2.Q RENIERE RCHRECTS laNer,Nr.AKNMb M. ur■ Im ANIXTER L� ....Yr"7 1, f { 1315 ERCH � . BOULEVARD SOUTH WINDSOR.CT 1 DEMO PLAN 2 PARERIOaN PLAN CEIL,NG PLAN PO!I R EOUIPME-PLAN 9DYE Ir la 3 E1 ,r.a 4 sc.1F I•,•o EA � ..... ^cwa p DOOR SCHEDULE �u f•�'�n � .f OO HARDWARE SET5, f RY YL I,MN PAR TRION TYPES DOOR TYPES FFF E PES "'"a �"""'^""'"""'`a"` a[coons 5 acYFr-fa 7 aTY ...v.m.,»,.a..a. y� QI 1LAY 21.2014 DATE'a"' M" i . NOJECT4 13102 t SCALE AS NOTED •� i 1 r+ j 1., FIRE PUMP ROOM SK-14 3 m 131 S Revised 4/01C/2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is BUILDING DEPARTMENT -- PR 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 l 400QZ { 4 -- Datlailding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: FTenant �,'tcA Bou/evg� o $0-$1,000=$15.00 Street ]No. t No.Over$1,000$15.00 per$1,000 l��r are— or any fraction thereof gnation A APPLICANT �i'oF1JS:o r�I �Y Git1Z,y�� vnir/'�cG>otiI vl- G 7-' APPLICANT ADDRESS e.</ WA� APPLICANT PHONE# SOW N S�� OWNER < OWNERADDRESS /3 /S F• /�SSociAT�S L l 3 �� ►Tyh,y F r�� 13oylty�D �So�>� w;Ncl.Soe c/ - ( OWNER PHONE C ESTIMATED COST$ �l`15, ,S�UU• ` a IS THIS A CONTRACT COST? Yes _No fhb N L � -9V3fW rrYAW FEE ENCLOSED$ /5l0 , Ca NSY¢tXa'`"N LCU � �� TYPE OF JOB: S�R-C o New Installation I,- Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIAT�y WITH A BUILDING PERMIT APPLICATIONT"11S ❑ NO ❑ ja BUSINESS CURRENT USE AND OCCUPANCY D/ ❑ASSEMBLY �1/�!!l h D✓Se - 1 - ��<� ❑MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY 1,y a/t h d tr �' .�l: a✓ ❑INSTITUTIONAL / ❑ FACTORY ENGINEER'S NAME„2ndC (9SS o c. L G PHONE C,,/7- ❑ STORAGE ❑GARAGE ADDRESS /V O ❑MIXED USE CITY o S 10�,J STATE ,/y A ZIP G2 1 I I (Other please specify) TYPE OF INSTALLATION/WIRING METHOD rn L'b yd U SIZE OF SERVICE l 2 OD SIZE OF MAIN CONDUCTORS_Yx y- NUMBER OF METERS_� NUMBER OF DISCONNECTS AND RATINGS 30- 3v A . NUMBER OF PANELS_� REMOTE DISCONNECT REQUIRED? ❑YES Ca'NO NUMBER OF LIGHT CIRCUITS Z Y NUMBER OF POWER CIRCUITS a NUMBER OF SWITCHES '3 O NUMBER OF OUTLETS 1 70 NUMBER OF LIGHT FIXTURES-5ZO NUMBER OF HEAT CIRCUITS r- NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK / D�,v� d Li�'%g►r/ �f �J�i!7y�/� t� l r c �i�/`A� Uy Os/L, "7`N� %ci./( �t/toc�J 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. 15 7 5 / � CONTRACTORS LICENSE NO, TYPE STATE SIGNATURE OF APPLICANT DATE / DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT PERMIT# TOWN OF SOUTH WINDSOR Applic BUILDING DEPARTMENT Hhbobs - PR 1540 SULLIVAN AVENUE Bldg.Permit# 5 'C 644-2511 ext. 230 Date wilding for Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 FTena-ntDesignation Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Apt.No. APPLICANT 1 mac'! „ /I /l"�ff APPLICANT ADDRESS / ��'`�/y19 4/ — ��l//I7TiG/4 APPLICANT PHONE# O W N $ OWNER q� OWNER ADDRESS ��SJ �O�i► �i�liL �� t`/4' OWNER PHONE C ESTIMATED COSTS L OSOOd. IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ COO 1��5 O�� TYPE OF JOB: OR C New Installation 'o,rAlteration/Addition/Repair -�o1 oo;37 Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO.OF STORIES ❑ RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION?OYES ❑NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY STORAGE ❑GARAGE ENGINEER'S NAME PHONE ❑MIXED USE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) f,5 ARE SPRINKLER HEADS ALTERED? YES ❑NO IF YES,CHECK ALL THAT APPLY: ADDED ❑DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) 4PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) 5!U ARE PUMPS REQUIRED? ❑YES *NO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES d'NO IS A SPRINKLER SYSTEM PROVIDED? ❑YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING 0Y GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI � `DEESCRIPTION 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. E — STATE t� SIGNATURE OF APPLICANT ,/ DATE �� / PERMITS/INSP PAYMENT RECPT# 20699204 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 THIS IS NOT A PERMIT DATE 04/08/14 TIME: 09 31 CLERK: dayshelll DEPT: CUSTOMER# 0 PARCEL: CHG: BLDPRM BUILDING PERMIT 3075 00 AMOUNT PAID: 3075 00 PAID BY: HARTFORD SPRINKLER C PAYMENT METH: CHECK 0981 REFERENCE: 1315 JOHN FI AMT TENDERED: 3075 00 AMT APPLIED: 3075 00 CHANGE: 00 THIS IS NOT A PERMIT THIS DOES NOT AUTHORIZE WORK TO BEGIN I HARTFORD SPRINKLER CO.INC. 4 BRITTON ROAD BLOOMFIELD,CT Iy U owe - HYDRAULIC CALCULATIONS FOR MAR 2 0 Z014 South Windsor ANIXTR Building Department 1315 JOHN FITCH BLVD. SOUTH WINDSOR, CT. DATE: MAR 26, 2014 MAR 2 y 2014 -DESIGN DATA- kith wndSor PWU�g Department OCCUPANCY CLASSIFICATION: CLASS IV RACK STORAGE T DENSITY: . 94 gpm/sq. ft. AREA OF APPLICATION: 1200 sq. ft. COVERAGE PER SPRINKLER: 100 sq. ft. MAX NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1170.2 gpm TOTAL WATER REQUIRED (including hose) : 1420.2 gpm FLOW AND PRESSURE THE SOURCE jyZud-A-@ gpm @ 52 psi SPRINKLER ORIFICE SIZE: 5/8 inch NAME OF CONTRACTOR:HARTFORD SPRINKLER AUTHORITY HAVING JURISDICTION:LOCAL F.M. CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50080259 ) HRS SYSTEMS, INC. TUCKER, GA 30084 n i � J m ` Zs. p� C I - r off MCP r • S c •_ I i � ! , ..f SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 }DATE ' 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 85 0 63 0 1768 0 70 3 1420 2 51 6 AGGREGATE FLOW ANALYSIS TOTAL FLOW AT SOURCE 1420 2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250 0 GPM OTHER HOSE STREAM ALLOWANCES 0 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1170 2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 31 0 - - - - 27 8 - - - 2 31 0 K=21 77 20 2 97 9 3 31 0 K=21 77 19 9 97 0 4 31 0 K=21 77 19 9 97 0 5 31 0 K=21 77 20 3 98 1 6 31 0 - - - - 21 8 - - - 7 31 0 - - - - 27 3 - - - 8 310 - - - - 27 8 - - - 9 31 0 K=21 77 20 2 97 9 10 31 0 K=21 77 19 9 97 0 11 31 0 K=21 77 19 9 97 0 12 31 0 K=21 77 20 3 98 1 13 31 0 - - - - 21 8 - - - 14 31 0 - - - - 27 3 - - - 15 31 0 - - - - 27 8 - - - 16 31 0 K=21 77 20 2 97 9 17 31 0 K=21 77 19 9 97 1 18 31 0 K=21 77 19 9 97 1 19 31 0 K=21 77 20 3 98 2 20 31 0 - - - - 21 8 - - - 21 31 0 - - - - 27 4 - - - 22 31 0 - - - - 27 9 - - - 23 31 0 - - - - 27 5 - - - 24 31 0 - - - - 27 9 - - - 25 31 0 - - - - 27 6 - - - 26 31 0 - - - - 27 9 - - - 27 31 0 - - - - 27 8 - - - 28 31 0 - - - - 28 0 - - - 29 31 0 - - - - 27 9 - - - 30 31 0 - - - - 28 0 - - - 31 31 0 - - - - 28 0 - - - 32 31 0 - - - - 28 1 - - - 33 31 0 - - - - 28 1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE �/26/20 14RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 31 0 - - - - 28 1 - - - 35 31 0 - - - - 28 2 - - - 36 31 0 - - - - 28 1 - - - 37 31 0 - - - - 28 4 - - - 38 31 0 - - - - 28 2 - - - 39 31 0 - - - - 28 5 - - - 40 31 0 - - - - 28 2 - - - 41 31 0 - - - - 28 6 - - - 42 31 0 - - - - 28 2 - - - 43 31 0 - - - - 28 8 - - - 44 31 0 - - - - 28 3 - - - 45 31 0 - - - - 29 0 - - - 46 31 0 - - - - 28 3 - - - 47 31 0 - - - - 29 1 - - - 48 31 0 - - - - 28 3 - - - 49 31 0 - - - - 29 3 - - - 50 31 0 - - - - 28 3 - - - 51 31 0 - - - - 29 6 - - - 52 31 0 - - - - 28 4 - - - 53 31 0 - - - - 29 8 - - - 54 31 0 - - - - 28 4 - - - 55 31 0 - - - - 30 1 - - - 56 31 0 - - - - 28 4 - - - 57 31 0 - - - - 30 4 - - - 58 31 0 - - - - 28 4 - - - 59 31 0 - - - - 30 7 - - - 60 31 0 - - - - 28 4 - - - 61 31 0 - - - - 31 1 - - - 62 31 0 - - - - 28 4 - - - 63 31 0 - - - - 31 6 - - - AV 4 0 - - - - 46 5 - - - BFO 2 0 - - - - 43 2 - - - BFI 2 0 - - - - 48 2 - - - RI 1 0 - - - - 49 1 - - - S -1 0 SOURCE 51 6 1170 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 1 189 1 2 469 PL 45 00 PF 7 6 1 31 0 0 0 27 8 0 0 12 7 117 FTG T PE 0 0 2 31 0 21 8 20 2 97 9 0 135 TL 56 45 PV Pipe 2 91 3 2 469 PL 10 00 PF 0 3 2 31 0 21 8 20 2 97 9 6 1 117 FTG ---- PE 0 0 3 31 0 21 8 19 9 97 0 0 035 TL 10 00 PV Pipe 3 -5 7 2 469 PL 10 00 PF 0 0 3 31 0 21 8 19 9 97 0 0 4 117 FTG ---- PE 0 0 4 31 0 21 8 19 9 97 0 0 000 TL 10 00 PV Pipe 4 -102 7 2 469 PL 10 00 PF 0 4 4 31 0 21 8 19 9 97 0 6 9 117 FTG ---- PE 0 0 5 31 0 21 8 20 3 98 1 0 044 TL 10 00 PV Pipe 5 -200 8 2 469 PL 10 00 PF 1 5 5 31 0 21 8 20 3 98 1 13 5 117 FTG ---- PE 0 0 6 31 0 0 0 21 8 0 0 0 150 TL 10 00 PV Pipe 6 -200 8 2 469 PL 25 00 PF 5 5 6 31 0 0 0 21 8 0 0 13 5 117 FTG T PE 0 0 7 31 0 0 0 27 3 0 0 0 150 TL 36 45 PV Pipe 7 189 1 7 981 PL 10 00 PF 0 0 8 31 0 0 0 27 8 0 0 1 2 117 FTG ---- PE 0 0 1 31 0 0 0 27 8 0 0 0 000 TL 10 00 PV Pipe 8 189 1 2 469 PL 45 00 PF 7 6 8 31 0 0 0 27 B 0 0 12 7 117 FTG T PE 0 0 9 31 0 21 8 20 2 97 9 0 135 TL 56 45 PV Pipe 9 91 2 2 469 PL 10 00 PF 0 3 9 31 0 21 8 20 2 97 9 6 1 117 FTG ---- PE 0 0 10 31 0 21 8 19 9 97 0 0 035 TL 10 00 PV Pipe 10 -5 8 2 469 PL 10 00 PF 0 0 10 31 0 21 8 19 9 97 0 0 4 117 FTG ---- PE 0 0 11 31 0 21 8 19 9 97 0 0 000 TL 10 00 PV Pipe 11 -102 8 2 469 PL 10 00 PF 0 4 11 31 0 21 8 19 9 97 0 6 9 117 FTG ---- PE 0 0 12 31 0 21 8 20 3 98 1 0 044 TL 10 00 PV Pipe 12 -200 9 2 469 PL 10 00 PF 1 5 12 31 0 21 8 20 3 98 1 13 5 117 FTG ---- PE 0 0 13 31 0 0 0 21 8 0.0 0 151 TL 10 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE �/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 13 -200 9 2 469 PL 25 00 PF 5 5 13 31 0 0 0 21 8 0 0 13 5 117 FTG T PE 0 0 14 31 0 0 0 27 3 0 0 0 151 TL 36 45 PV Pipe 14 200 8 6 065 PL 10 00 PF 0 0 14 31 0 0 0 27 3 0 0 2 2 117 FTG ---- PE 0 0 7 31 0 0 0 27 3 0 0 0 002 TL 10 00 PV Pipe 15 378 2 7 981 PL 10 00 PF 0 0 15 31 0 0 0 27 8 0 0 2 4 117 FTG ---- PE 0 0 8 31 0 0 0 27 8 0 0 0 002 TL 10 00 PV Pipe 16 188 9 2 469 PL 45 00 PF 7 6 15 31 0 0 0 27 8 0 0 12 7 117 FTG T PE 0 0 16 31 0 21 8 20 2 97 9 0 134 TL 56 45 PV Pipe 17 90 9 2 469 PL 10 00 PF 0 3 16 31 0 21 8 20 2 97 9 6 1 117 FTG ---- PE 0 0 17 31 0 21 8 19 9 97 1 0 035 TL 10 00 PV Pipe 18 -6 2 2 469 PL 10 00 PF 0 0 17 31 0 21 8 19 9 97 1 0 4 117 FTG ---- PE 0 0 18 31 0 21 8 19 9 97 1 0 000 TL 10 00 PV Pipe 19 -103 3 2 469 PL 10 00 PF 0 4 18 31 0 21 8 19 9 97 1 6 9 117 FTG ---- PE 0 0 19 31 0 21 8 20 3 98 2 0 044 TL 10 00 PV Pipe 20 -201.4 2 469 PL 10 00 PF 1 5 19 31 0 21 8 20 3 98 2 13 5 117 FTG ---- PE 0 0 20 31 0 0 0 21 8 0 0 0 151 TL 10 00 PV Pipe 21 -201 4 2 469 PL 25 00 PF 5 5 20 31 0 0 0 21 8 0 0 13 5 117 FTG T PE 0 0 21 31 0 0 0 27 4 0 0 0 151 TL 36 45 PV Pipe 22 401 7 6 065 PL 10 00 PF 0 1 21 31 0 0 0 27 4 0 0 4 5 117 FTG ---- PE 0 0 14 31 0 0 0 27 3 0 0 0 007 TL 10 00 PV Pipe 23 567 1 7 981 PL 10 00 PF 0 0 22 31 0 0 0 27 9 0 0 3 6 117 FTG ---- PE 0 0 15 31 0 0 0 27 8 0 0 0 003 TL 10 00 PV Pipe 24 22 5 2 469 PL 110 00 PF 0 3 22 31 0 0 0 27 9 0 0 1 5 117 FTG 2T FE 0 0 23 31 0 0 0 27 5 0 0 0 003 TL 132 90 PV Pipe 25 603 2 6 065 PL 10 00 PF 0 1 23 31 0 0 0 27 5 0 0 6 7 117 FTG ---- PE 0 0 21 31 0 0 0 27 4 0 0 0 014 TL 10 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 -DATE 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV. NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 26 589 6 7 981 PL 10 00 PF 0 0 24 31 0 0 0 27 9 0 0 3 8 117 FTG ---- PE 0 0 22 31 0 0 0 27 9 0 0 0 004 TL 10 00 PV Pipe 27 18 8 2 469 PL 110 00 PF 0 3 24 31 0 0 0 27 9 0 0 1 3 117 FTG 2T PE 0 0 25 31 0 0 0 27 6 0 0 0 002 TL 132 90 PV Pipe 28 580 6 6 065 PL 10 00 PF 0 1 25 31 0 0 0 27 6 0 0 6 4 117 FTG ---- PE 0 0 23 31 0 0 0 27 5 0 0 0 013 TL 10 00 PV Pipe 29 608 4 7 981 PL 10 00 PF 0 0 26 31 0 0 0 27 9 0 0 3 9 117 FTG ---- PE 0 0 24 31 0 0 0 27 9 0 0 0 004 TL 10 00 PV Pipe 30 14 2 2 469 PL 110 00 PF 0 2 26 31 0 0 0 27 9 0 0 1 0 117 FTG 3T PE 0 0 27 31 0 0 0 27 8 0 0 0 001 TL 144 35 PV Pipe 31 561 8 6 065 PL 10 00 PF 0 1 27 31 0 0 0 27 8 0 0 6 2 117 FTG ---- PE 0 0 25 31 0 0 0 27 6 0 0 0 013 TL 10 00 PV Pipe 32 622 7 7 981 PL 10 00 PF 0 0 28 31 0 0 0 28 0 0 0 4 0 117 FTG ---- PE 0 0 26 31 0 0 0 27 9 0 0 0 004 TL 10 00 PV Pipe 33 10 3 2 469 PL 110 00 PF 0 1 28 31 0 0 0 28 0 0 0 0 7 117 FTG 2T PE 0 0 29 31 0 0 0 27 9 0 0 0 001 TL 132 90 PV Pipe 34 547 6 6 065 PL 10 00 PF 0 1 29 31 0 0 0 27 9 0 0 6 1 117 FTG ---- PE 0 0 27 31 0 0 0 27 8 0 0 0 012 TL 10 00 PV Pipe 35 633 0 7 981 PL 10 00 PF 0 0 30 31 0 0 0 28 0 0 0 4 1 117 FTG ---- PE 0 0 28 31 0 0 0 28 0 0 0 0 004 TL 10 00 PV Pipe 36 2 6 2 469 PL 110 00 PF 0 0 30 31 0 0 0 28 0 0 0 0 2 117 FTG 2T PE 0 0 31 31 0 0 0 28 0 0 0 0 000 TL 132 90 PV Pipe 37 537 3 6 065 PL 10 00 PF 0 1 31 31 0 0 0 28 0 0 0 6 0 117 FTG ---- PE 0 0 29 31 0 0 0 27 9 0 0 0.012 TL 10 00 PV Pipe 38 635 6 7 981 PL 10 00 PF 0 0 32 31 0 0 0 28 1 0 0 4 1 117 FTG ---- PE 0 0 30 31 0 0 0 28 0 0 0 0 004 TL 10 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 39 -9 2 2 469 PL 110 00 PF 0 1 32 31 0 0 0 28 1 0 0 0 6 117 FTG 2T PE 0 0 33 31 0 0 0 28 1 0 0 0 001 TL 132.90 PV Pipe 40 534 7 6 065 PL 10 00 PF 0 1 33 31 0 0 0 28 1 0 0 5 9 117 FTG ---- PE 0 0 31 31 0 0 0 28 0 0 0 0 012 TL 10 00 PV Pipe 41 626 3 7 981 PL 10 00 PF 0 0 34 31 0 0 0 28 1 0 0 4 0 117 FTG ---- PE 0 0 32 31 0 0 0 28 1 0 0 0 004 TL 10 00 PV Pipe 42 -14 1 2 469 PL 110 00 PF 0 1 34 31 0 0 0 28 1 0 0 0 9 117 FTG 2T PE 0 0 35 31 0 0 0 28 2 0 0 0 001 TL 132 90 PV Pipe 43 543 9 6 065 PL 10 00 PF 0 1 35 31 0 0 0 28 2 0 0 6 0 117 FTG ---- PE 0 0 33 31 0 0 0 28 1 0 0 0 012 TL 10 00 PV Pipe 44 612 3 7 981 PL 10 00 PF 0 0 36 31 0 0 0 28 1 0 0 3 9 117 FTG ---- PE 0 0 34 31 0 0 0 28 1 0 0 0 004 TL 10 00 PV Pipe 45 -18 1 2 469 PL 110 00 PF 0 2 36 31 0 0 0 28 1 0 0 1 2 117 FTG 2T PE 0 0 37 31 0 0 0 28 4 0 0 0 002 TL 132 90 PV Pipe 46 558 0 6 065 PL 10 00 PF 0 1 37 31 0 0 0 28 4 0 0 6 2 117 FTG ---- PE 0 0 35 31 0 0 0 28 2 0 0 0 013 TL 10 00 PV Pipe 47 594 2 7 981 PL 10 00 PF 0 0 38 31 0 0 0 28 2 0.0 3 8 117 FTG ---- PE 0 0 36 31 0 0 0 28 1 0 0 0 004 TL 10 00 PV Pipe 48 -21 8 2 469 PL 110 00 PF 0 3 38 31 0 0 0 28 2 0 0 1 5 117 FTG 2T PE 0 0 39 31 0 0 0 28 5 0 0 0 002 TL 132 90 PV Pipe 49 576 0 6 065 PL 10 00 PF 0 1 39 31 0 0 0 28 5 0 0 6 4 117 FTG ---- PE 0 0 37 31 0 0 0 28 4 0 0 0 013 TL 10 00 PV Pipe 50 572 4 7 981 PL 10 00 PF 0 0 40 31 0 0 0 28 2 0 0 3 7 117 FTG ---- PE 0 0 38 31 0 0 0 28 2 0 0 0 003 TL 10 00 PV Pipe 51 -25 4 2 469 PL 110 00 PF 0 4 40 31 0 0 0 28 2 0 0 1 7 117 FTG 2T PE 0 0 41 31 0 0 0 28 6 0 0 0 003 TL 132 90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 HATE 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 52 597 8 6 065 PL 10 00 PF 0 1 41 31 0 0 0 28 6 0 0 6 6 117 FTG ---- PE 0 0 39 31 0 0 0 28 5 0 0 0 014 TL 10 00 PV Pipe 53 547 1 7 981 PL 10 00 PF 0 0 42 31 0 0 0 28 2 0 0 3 5 117 FTG ---- PE 0 0 40 31 0 0 0 28 2 0 0 0 003 TL 10 00 PV Pipe 54 -29 0 2 469 PL 110 00 PF 0 6 42 31 0 0 0 28 2 0 0 1 9 117 FTG 2T PE 0 0 43 31 0 0 0 28 8 0 0 0 004 TL 132 90 PV Pipe 55 623 2 6 065 PL 10 00 PF 0 2 43 31 0 0 0 28 8 0 0 6 9 117 FTG ---- PE 0 0 41 31 0 0 0 28 6 0 0 0 015 TL 10 00 PV Pipe 56 518 1 7 981 PL 10 00 PF 0 0 44 31 0 0 0 28 3 0 0 3 3 117 FTG ---- PE 0 0 42 31 0 0 0 28 2 0 0 0 003 TL 10 00 PV Pipe 57 -31 3 2 469 PL 110 00 PF 0 7 44 31 0 0 0 28 3 0 0 2 1 117 FTG 3T PE 0 0 45 31 0 0 0 29 0 0 0 0.005 TL 144 35 PV Pipe 58 652 2 6 065 PL 10 00 PF 0 2 45 31 0 0 0 29 0 0 0 7 2 117 FTG ---- PE 0 0 43 31 0 0 0 28 8 0 0 0 017 TL 10 00 PV Pipe 59 486 8 7 981 PL 10 00 PF 0 0 46 31 0 0 0 28 3 0 0 3 1 117 FTG ---- PE 0 0 44 31 0 0 0 28 3 0 0 0 003 TL 10 00 PV Pipe 60 -34 9 2 469 PL 110 00 PF 0 9 46 31 0 0 0 28 3 0 0 2 3 117 FTG 3T PE 0 0 47 31 0 0 0 29 1 0 0 0 006 TL 144 35 PV Pipe 61 683 5 6 065 PL 10 00 PF 0 2 47 31 0 0 0 29 1 0 0 7 6 117 FTG ---- PE 0 0 45 31 0 0 0 29 0 0 0 0 018 TL 10 00 PV Pipe 62 451 9 7 981 PL 10 00 PF 0 0 48 31 0 0 0 28 3 0 0 2 9 117 FTG ---- PE 0 0 46 31 0 0 0 28 3 0 0 0 002 TL 10 00 PV Pipe 63 -40 4 2 469 PL 110 00 PF 1 0 48 31 0 0 0 28 3 0 0 2 7 117 FTG 2T PE 0 0 49 31 0 0 0 29 3 0 0 0 008 TL 132 90 PV Pipe 64 718 4 6.065 PL 10 00 PF 0 2 49 31 0 0 0 29 3 0 0 8 0 117 FTG ---- PE 0 0 47 31 0 0 0 29 1 0 0 0 020 TL 10 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 65 411 5 7 981 PL 10 00 PF 0 0 50 31 0 0 0 28 3 0 0 2 6 117 FTG ---- PE 0 0 48 31 0 0 0 28 3 0 0 0 002 TL 10 00 PV Pipe 66 -44 5 2 469 PL 110 00 PF 1 2 50 31 0 0 0 28 3 0 0 3 0 117 FTG 2T PE 0 0 51 31 0 0 0 29 6 0 0 0 009 TL 132 90 PV Pipe 67 758 8 6 065 PL 10 00 PF 0 2 51 31 0 0 0 29 6 0 0 8 4 117 FTG ---- PE 0 0 49 31 0 0 0 29 3 0 0 0 022 TL 10 00 PV Pipe 68 366 9 7 981 PL 10 00 PF 0 0 52 31 0 0 0 28 4 0 0 2 4 117 FTG ---- PE 0 0 50 31 0 0 0 28 3 0 0 0 002 TL 10 00 PV Pipe 69 -48 9 2 469 PL 110 00 PF 1 5 52 31 0 0 0 28 4 0 0 3 3 117 FTG 2T PE 0 0 53 31 0 0 0 29.8 0 0 0 011 TL 132 90 PV Pipe 70 803 3 6 065 PL 10 00 PF 0 2 53 31 0 0 0 29 8 0 0 8 9 117 FTG ---- PE 0 0 51 31 0 0 0 29 6 0 0 0 025 TL 10 00 PV Pipe 71 318 0 7 981 PL 10.00 PF 0 0 54 31 0 0 0 28 4 0 0 2.0 117 FTG ---- PE 0 0 52 31 0 0 0 28 4 0 0 0 001 TL 10 00 PV Pipe 72 -53 4 2 469 PL 110 00 PF 1 7 54 31 0 0 0 28 4 0 0 3.6 117 FTG 2T PE 0 0 55 31 0 0 0 30 1 0 0 0 013 TL 132 90 PV Pipe 73 852 2 6 065 PL 10 00 PF 0 3 55 31 0 0 0 30 1 0 0 9 5 117 FTG ---- PE 0 0 53 31 0 0 0 29 8 0 0 0 027 TL 10 00 PV Pipe 74 264 6 7 981 PL 10 00 PF 0 0 56 31 0 0 0 28 4 0 0 1 7 117 FTG ---- PE 0 0 54 31 0 0 0 28 4 0 0 0 001 TL 10 00 PV Pipe 75 -58 2 2 469 PL 110 00 PF 2 0 56 31 0 0 0 28 4 0 0 3 9 117 FTG 2T PE 0 0 57 31 0 0 0 30 4 0 0 0 015 TL 132 90 PV Pipe 76 905 6 6 065 PL 10 00 PF 0 3 57 31 0 0 0 30 4 0 0 10 1 117 FTG ---- PE 0 0 55 31 0 0 0 30 1 0 0 0 031 TL 10.00 PV Pipe 77 206 4 7 981 PL 10 00 PF 0 0 58 31 0 0 0 28 4 0 0 1 3 117 FTG ---- PE 0 0 56 31 0 0 0 28 4 0 0 0 001 TL 10 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE -3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 78 -63 3 2 469 PL 110 00 PF 2 4 58 31 0 0 0 28 4 0 0 4 2 117 FTG 2T PE 0 0 59 31 0 0 0 30 7 0 0 0 018 TL 132 90 PV Pipe 79 963 9 6 065 PL 10 00 PF 0 3 59 31 0 0 0 30 7 0 0 10 7 117 FTG ---- PE 0 0 57 31 0 0 0 30 4 0 0 0 034 TL 10 00 PV Pipe 80 143 1 7 981 PL 10 00 PF 0.0 60 31 0 0 0 28 4 0 0 0 9 117 FTG ---- PE 0 0 58 31 0 0 0 28 4 0 0 0 000 TL 10 00 PV Pipe 81 -68 7 2 469 PL 110 00 PF 2 7 60 31 0 0 0 28 4 0 0 4 6 117 FTG 2T PE 0 0 61 31 0 0 0 31 1 0 0 0 021 TL 132 90 PV Pipe 82 1027 2 6 065 PL 10 00 PF 0 4 61 31 0 0 0 31 1 0 0 11 4 117 FTG ---- PE 0 0 59 31 0 0 0 30 7 0 0 0 039 TL 10 00 PV Pipe 83 74 4 7 981 PL 10 00 PF 0 0 62 31 0 0 0 28 4 0 0 0 5 117 FTG ---- PE 0 0 60 31 0 0 0 28 4 0 0 0 000 TL 10 00 PV Pipe 84 -74 4 2 469 PL 110 00 PF 3 2 62 31 0 0 0 28 4 0 0 5 0 117 FTG 2T PE 0 0 63 31 0 0 0 31 6 0 0 0 024 TL 132 90 PV Pipe 85 1095 9 6 065 PL 10 00 PF 0 4 63 31 0 0 0 31 6 0 0 12 2 117 FTG ---- PE 0 0 61 31 0 0 0 31 1 0 0 0 044 TL 10 00 PV Pipe 86 -1170 2 7 981 PL 93 00 PF 3 3 63 31 0 0 0 31 6 0 0 7 5 117 FTG SETBA PE 11 7 AV 4 0 0 0 46 5 0 0 0 013 TL 253 31 PV Pipe 87 -1170 2 7 981 PL 3 00 PF 0 8 AV 4 0 0 0 46 5 0 0 7 5 120 FTG 3EG PE 0 9 BFI 2 0 0 0 48 2 0 0 0 012 TL 61 00 PV Pipe 88 FIXED PRESSURE LOSS DEVICE BFI 2 0 0 0 48 2 0 0 5 0 psi, 0 0 gpm BFO 2 0 0 0 43 2 0 0 Pipe 89 -1170 2 7 981 PL 3 00 PF 0 5 BFI 2 0 0 0 48 2 0 0 7 5 120 FTG 2E PE 0 4 RI 1 0 0 0 49 1 0 0 0 012 TL 39 00 PV Pipe 90 -1170 2 8 390 PL 100 00 PF 1 7 RI 1 0 0 0 49 1 0 0 6 8 140 FTG 2ETG PE 0 9 S -1 0 SRCE 51 6 (N/A) 0 007 TL 228 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R NOTES (HASS) (1) Calculations were performed by the HASS 8 4 computer program under license no 50080259 granted by HRS Systems, Inc 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 003 gpm and a maximum imbalance at any node of 0 180 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13 5 ft/sec at pipe 20 (4) a System remote area HAS been proven or 'peaked' b Minimum pressure at any sprinkler 19 853 psi c Minimum pressure with remote area shifted one sprinkler space toward left cross main 19 881 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main 19 995 psi (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report (6) Available pressure at source node S under full flow conditions is 66 00 psi compared to the minimum required pressure of 20 00 psi (7) PIPE FITTINGS TABLE Pipe Table Name STANDARD.PIP PAGE A MATERIAL: S40 HWC 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 2 469 6 00 12 00 4 00 14 00 7 00 1 00 10 00 10 00 12 00 6 065 14 00 30 00 9 00 32 00 10 00 3 00 28 00 28 00 30 00 7 981 18 00 35 00 13 00 45 00 12 00 4 00 31 00 31 00 35 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE '3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PAGE D MATERIAL DIRON HWC 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8 390 31 00 59 00 22 00 76 00 20 00 7 00 59 00 C-4 a o > WATER SUPPLY ANALYSIS w 1-3 Static 85 00 psi Resid 63 00 psi Flow 1768 0 gpm H H W 100 0 NN [� N 1 LILE-Available pressure M if 70 33 psi @ 1420 2 qpm Z oN H I.- H 2 Required pressure 51 61 psi @ 1420 2 gpm A. Source Supply Curve N 80 0 B. System Demand Curve H w G i 2 U 1 ccn M W G Cf' .< cn E cn K p 60 0 v' x x R 2 d E En CO � S w c / r S n U ( y R 40 0 M E H r M U) (n H / w N O p w s / z 20 0 y r N •C W C/3 to 0 (D hl r w -14 7 400 690 8 0 1 00 1200 1 00 1600 1 00 2 00 Utilities Report Equivalent K-Factor Calculator Node Sprinkler Press Dia Pipe Ftgs Total H-W Equivalent Name K-Factor (psi) (in) Len (ft) Len (ft) coef K-factor ----------------------------------------------------------------------- A 25 20 7 00 1 380 1 50 2E 7 50 120 00 21 77 End of Utilities Report I I HARTFORD SPRINKLER CO INC 4 BRITTON ROAD BLOOMFIELD,CT HYDRAULIC CALCULATIONS FOR FBuilding IVED ANIXTR MAR7 Zo�4 1315 JOHN FITCH BLVD. SOUTH WINDSOR, CT Windsor DATE MAR 26, 2014 -DESIGN DATA- OCCUPANCY CLASSIFICATION CLASS IV RACK STORAGE TO 27'-0 DENSITY 94 gpm/sq. ft AREA OF APPLICATION 1200 sq. ft COVERAGE PER SPRINKLER: 100 sq. ft MAX NUMBER OF SPRINKLERS CALCULATED 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1170 2 gpm TOTAL WATER REQUIRED (including hose) 1420 2 gpm FLOW AND PRESSURE THE SOURCE 14 ZO gpm @ 52 psi SPRINKLER ORIFICE SIZE 5/8 inch NAME OF CONTRACTOR:HARTFORD SPRINKLER AUTHORITY HAVING JURISDICTION LOCAL F M. CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50080259 ) HRS SYSTEMS, INC TUCKER, GA 30084 '��'1113^•IS?t 7406 8 �S , . III •;P SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 85 0 63 0 1768 0 70 3 1420 2 51 6 AGGREGATE FLOW ANALYSIS TOTAL FLOW AT SOURCE 1420 2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250 0 GPM OTHER HOSE STREAM ALLOWANCES 0 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1170 2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 31 0 - - - - 27 8 - - - 2 31 0 K=21 77 20 2 97 9 3 31 0 K=21 77 19 9 97 0 4 31 0 K=21 77 19 9 97 0 5 31 0 K=21 77 20 3 98 1 6 31 0 - - - - 21 8 - - - 7 31 0 - - - - 27 3 - - - 8 31 0 - - - - 27 8 - - - 9 31 0 K=21 77 20 2 97 9 10 31 0 K=21 77 19 9 97 0 11 31 0 K=21 77 19 9 97 0 12 31 0 K=21 77 20 3 98 1 13 31 0 - - - - 21 8 - - - 14 31 0 - - - - 27 3 - - - 15 31 0 - - - - 27 8 - - - 16 31 0 K=21 77 20 2 97 9 17 31 0 K=21 77 19 9 97 1 18 31 0 K=21 77 19 9 97 1 19 31 0 K=21 77 20 3 98 2 20 31 0 - - - - 21 8 - - - 21 31 0 - - - - 27 4 - - - 22 31 0 - - - - 27 9 - - - 23 31 0 - - - - 27 5 - - - 24 31 0 - - - - 27 9 - - - 25 31 0 - - - - 27 6 - - - 26 31 0 - - - - 27 9 - - - 27 31 0 - - - - 27 8 - - - 28 31 0 - - - - 28 0 - - - 29 31 0 - - - - 27 9 - - - 30 31 0 - - - - 28.0 - - - 31 31 0 - - - - 28 0 - - - 32 31 0 - - - - 28 1 - - - 33 31 0 - - - - 28 1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE -1/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R NODE ANALYSIS DATA NODS; TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 31 0 - - - - 28 1 - - - 35 31 0 - - - - 28 2 - - - 36 31 0 - - - - 28 1 - - - 37 31 0 - - - - 28 4 - - - 38 31 0 - - - - 28 2 - - - 39 31 0 - - - - 28 5 - - - 40 31 0 - - - - 28 2 - - - 41 31 0 - - - - 28 6 - - - 42 31 0 - - - - 28 2 - - - 43 31 0 - - - - 28 8 - - - 44 31 0 - - - - 28 3 - - - 45 31 0 - - - - 29 0 - - - 46 31 0 - - - - 28 3 - - - 47 31 0 - - - - 29 1 - - - 48 31 0 - - - - 28 3 - - - 49 31 0 - - - - 29 3 - - - 50 31 0 - - - - 28 3 - - - 51 31 0 - - - - 29 6 - - - 52 31 0 - - - - 28 4 - - - 53 31 0 - - - - 29 8 - - - 54 31 0 - - - - 28 4 - - - 55 31 0 - - - - 30 1 - - - 56 31 0 - - - - 28 4 - - - 57 31 0 - - - - 30 4 - - - 58 31 0 - - - - 28 4 - - - 59 310 - - - - 307 - - - 60 31 0 - - - - 28 4 - - - 61 31.0 - - - - 31 1 - - - 62 31 0 - - - - 28 4 - - - 63 31 0 - - - - 31 6 - - - AV 4 0 - - - - 46 5 - - - BFO 2 0 - - - - 43 2 - - - BFI 2 0 - - - - 48 2 - - - RI 1 0 - - - - 49 1 - - - S -1 0 SOURCE 51 6 1170 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE 3,/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 1 189 1 2 469 PL 45 00 PF 7 6 1 31 0 0 0 27 8 0 0 12 7 117 FTG T PE 0 0 2 31 0 21 8 20 2 97 9 0 135 TL 56 45 PV Pipe 2 91.3 2 469 PL 10 00 PF 0 3 2 31 0 21 8 20 2 97 9 6 1 117 FTG ---- PE 0 0 3 31 0 21 8 19 9 97 0 0 035 TL 10 00 PV Pipe 3 -5 7 2 469 PL 10 00 PF 0 0 3 31 0 21 8 19 9 97 0 0 4 117 FTG ---- PE 0 0 4 31 0 21 8 19 9 97 0 0 000 TL 10 00 PV Pipe 4 -102 7 2 469 PL 10 00 PF 0 4 4 31 0 21 8 19 9 97 0 6 9 117 FTG ---- PE 0 0 5 31 0 21 8 20 3 98 1 0 044 TL 10 00 PV Pipe 5 -200 8 2 469 PL 10 00 PF 1 5 5 31 0 21 8 20 3 98 1 13 5 117 FTG ---- PE 0 0 6 31 0 0 0 21 8 0 0 0 150 TL 10 00 PV Pipe 6 -200 8 2 469 PL 25 00 PF 5 5 6 31 0 0 0 21 8 0 0 13 5 117 FTG T PE 0 0 7 31 0 0 0 27 3 0 0 0 150 TL 36 45 PV Pipe 7 189 1 7 981 PL 10 00 PF 0 0 8 31 0 0 0 27 8 0 0 1 2 117 FTG ---- PE 0 0 1 31 0 0 0 27 8 0 0 0 000 TL 10 00 PV Pipe 8 189 1 2 469 PL 45 00 PF 7 6 8 31 0 0 0 27 8 0 0 12 7 117 FTG T PE 0 0 9 31 0 21 8 20 2 97 9 0 135 TL 56 45 PV Pipe 9 91 2 2 469 PL 10 00 PF 0 3 9 31 0 21 8 20 2 97 9 6 1 117 FTG ---- PE 0 0 10 31 0 21 8 19 9 97 0 0 035 TL 10 00 PV Pipe 10 -5 8 2 469 PL 10 00 PF 0 0 10 31 0 21 8 19 9 97 0 0 4 117 FTG ---- PE 0 0 11 31 0 21 8 19 9 97 0 0 000 TL 10 00 PV Pipe 11 -102 8 2 469 PL 10 00 PF 0 4 11 31 0 21 8 19 9 97 0 6 9 117 FTG ---- PE 0 0 12 31 0 21 8 20 3 98 1 0 044 TL 10 00 PV Pipe 12 -200 9 2 469 PL 10 00 PF 1 5 12 31 0 21 8 20 3 98 1 13 5 117 FTG ---- PE 0 0 13 31 0 0 0 21 8 0 0 0 151 TL 10 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 13 -200 9 2 469 PL 25 00 PF 5 5 13 31 0 0 0 21 8 0 0 13 5 117 FTG T PE 0 0 14 31 0 0 0 27 3 0 0 0 151 TL 36 45 PV Pipe 14 200 8 6 065 PL 10 00 PF 0 0 14 31 0 0 0 27 3 0 0 2 2 117 FTG ---- PE 0 0 7 31 0 0 0 27 3 0 0 0 002 TL 10 00 PV Pipe 15 378 2 7 981 PL 10 00 PF 0 0 15 31 0 0 0 27 8 0 0 2 4 117 FTG ---- PE 0 0 8 31 0 0 0 27 8 0 0 0 002 TL 10 00 PV Pipe 16 188 9 2 469 PL 45 00 PF 7 6 15 31 0 0 0 27 8 0 0 12 7 117 FTG T PE 0 0 16 31 0 21 8 20 2 97 9 0 134 TL 56 45 PV Pipe 17 90 9 2 469 PL 10 00 PF 0 3 16 31 0 21 8 20 2 97 9 6 1 117 FTG ---- PE 0 0 17 31 0 21 8 19 9 97 1 0 035 TL 10 00 PV Pipe 18 -6 2 2 469 PL 10 00 PF 0 0 17 31 0 21 8 19 9 97 1 0 4 117 FTG ---- PE 0 0 18 31 0 21 8 19 9 97 1 0 000 TL 10 00 PV Pipe 19 -103 3 2 469 PL 10 00 PF 0 4 18 31 0 21 8 19 9 97 1 6 9 117 FTG ---- PE 0 0 19 31 0 21 8 20 3 98 2 0 044 TL 10 00 PV Pipe 20 -201 4 2 469 PL 10 00 PF 1 5 19 31 0 21 8 20 3 98.2 13 5 117 FTG ---- PE 0 0 20 31 0 0 0 21 8 0 0 0 151 TL 10 00 PV Pipe 21 -201 4 2 469 PL 25 00 PF 5 5 20 31.0 0 0 21 8 0 0 13 5 117 FTG T PE 0 0 21 31.0 0.0 27 4 0 0 0 151 TL 36 45 PV Pipe 22 401 7 6 065 PL 10 00 PF 0 1 21 31 0 0 0 27 4 0 0 4 5 117 FTG ---- PE 0 0 14 31 0 0 0 27 3 0 0 0 007 TL 10 00 PV Pipe 23 567 1 7 981 PL 10 00 PF 0 0 22 31 0 0 0 27 9 0 0 3 6 117 FTG ---- PE 0 0 15 31 0 0 0 27 8 0 0 0 003 TL 10 00 PV Pipe 24 22 5 2 469 PL 110 00 PF 0 3 22 31 0 0 0 27 9 0 0 1 5 117 FTG 2T PE 0 0 23 31 0 0 0 27 5 0 0 0 003 TL 132 90 PV Pipe 25 603 2 6 065 PL 10 00 PF 0 1 23 31 0 0.0 27 5 0 0 6 7 117 FTG ---- PE 0 0 21 31 0 0 0 27 4 0 0 0 014 TL 10 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 PATE 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 26 589 6 7 981 PL 10 00 PF 0 0 24 31 0 0 0 27 9 0 0 3 8 117 FTG ---- PE 0 0 22 31 0 0 0 27 9 0 0 0 004 TL 10 00 PV Pipe 27 18 8 2 469 PL 110 00 PF 0 3 24 31 0 0 0 27 9 0 0 1 3 117 FTG 2T PE 0 0 25 31 0 0 0 27 6 0 0 0 002 TL 132 90 PV Pipe 28 580 6 6.065 PL 10 00 PF 0 1 25 31 0 0 0 27 6 0 0 6 4 117 FTG ---- PE 0 0 23 31 0 0 0 27 5 0 0 0 013 TL 10 00 PV Pipe 29 608 4 7 981 PL 10 00 PF 0 0 26 31 0 0 0 27 9 0 0 3 9 117 FTG ---- PE 0 0 24 31 0 0 0 27 9 0 0 0 004 TL 10 00 PV Pipe 30 14 2 2 469 PL 110 00 PF 0 2 26 31 0 0 0 27 9 0 0 1 0 117 FTG 3T PE 0 0 27 31 0 0 0 27 8 0 0 0 001 TL 144 35 PV Pipe 31 561 8 6 065 PL 10 00 PF 0 1 27 31 0 0 0 27 8 0 0 6 2 117 FTG ---- PE 0 0 25 31 0 0 0 27 6 0 0 0 013 TL 10 00 PV Pipe 32 622 7 7 981 PL 10.00 PF 0 0 28 31 0 0 0 28 0 0 0 4 0 117 FTG ---- PE 0 0 26 31 0 0 0 27 9 0 0 0 004 TL 10 00 PV Pipe 33 10 3 2 469 PL 110 00 PF 0 1 28 31 0 0 0 28 0 0 0 0 7 117 FTG 2T PE 0 0 29 31 0 0 0 27 9 0 0 0 001 TL 132 90 PV Pipe 34 547 6 6 065 PL 10 00 PF 0 1 29 31 0 0 0 27 9 0 0 6 1 117 FTG ---- PE 0 0 27 31 0 0 0 27 8 0 0 0 012 TL 10 00 PV Pipe 35 633 0 7 981 PL 10 00 PF 0 0 30 31 0 0 0 28 0 0 0 4 1 117 FTG ---- PE 0 0 28 31 0 0 0 28 0 0 0 0 004 TL 10 00 PV Pipe 36 2 6 2 469 PL 110 00 PF 0 0 30 31 0 0 0 28 0 0 0 0 2 117 FTG 2T PE 0 0 31 31 0 0 0 28 0 0 0 0 000 TL 132 90 PV Pipe 37 537 3 6 065 PL 10 00 PF 0 1 31 31 0 0 0 28 0 0 0 6 0 117 FTG ---- PE 0 0 29 31 0 0 0 27 9 0 0 0 012 TL 10 00 PV Pipe 38 635 6 7 981 PL 10 00 PF 0 0 32 31 0 0 0 28 1 0 0 4 1 117 FTG ---- PE 0 0 30 31 0 0 0 28 0 0 0 0 004 TL 10 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 39 -9 2 2 469 PL 110 00 PF 0 1 32 31 0 0 0 28 1 0 0 0 6 117 FTG 2T PE 0 0 33 31 0 0 0 28 1 0 0 0 001 TL 132 90 PV Pipe 40 534 7 6 065 PL 10 00 PF 0 1 33 31 0 0 0 28 1 0 0 5 9 117 FTG ---- PE 0 0 31 31 0 0 0 28 0 0 0 0 012 TL 10 00 PV Pipe 41 626 3 7. 981 PL 10 00 PF 0 0 34 31 0 0 0 28 1 0 0 4 0 117 FTG ---- PE 0 0 32 31 0 0 0 28 1 0 0 0 004 TL 10 00 PV Pipe 42 -14 1 2 469 PL 110 00 PF 0 1 34 31 0 0 0 28 1 0 0 0 9 117 FTG 2T PE 0 0 35 31 0 0 0 28 2 0 0 0 001 TL 132 90 PV Pipe 43 543 9 6 065 PL 10 00 PF 0 1 35 31 0 0 0 28 2 0 0 6 0 117 FTG ---- PE 0 0 33 31 0 0 0 28 1 0 0 0 012 TL 10 00 PV Pipe 44 612 3 7 981 PL 10 00 PF 0 0 36 31 0 0 0 28 1 0 0 3 9 117 FTG ---- PE 0 0 34 31 0 0 0 28 1 0 0 0 004 TL 10 00 PV Pipe 45 -18 1 2 469 PL 110 00 PF 0 2 36 31 0 0 0 28 1 0 0 1 2 117 FTG 2T PE 0 0 37 31 0 0 0 28 4 0 0 0 002 TL 132 90 PV Pipe 46 558 0 6 065 PL 10 00 PF 0 1 37 31 0 0 0 28 4 0 0 6 2 117 FTG ---- PE 0 0 35 31 0 0 0 28 2 0 0 0 013 TL 10 00 PV Pipe 47 594 2 7 981 PL 10 00 PF 0 0 38 31 0 0 0 28 2 0 0 3 8 117 FTG ---- PE 0 0 36 31 0 0 0 28 1 0 0 0 004 TL 10 00 PV Pipe 48 -21 8 2 469 PL 110 00 PF 0 3 38 31 0 0 0 28 2 0 0 1 5 117 FTG 2T PE 0 0 39 31 0 0 0 28 5 0 0 0 002 TL 132 90 PV Pipe 49 576 0 6 065 PL 10 00 PF 0 1 39 31 0 0 0 28 5 0 0 6 4 117 FTG ---- PE 0 0 37 31 0 0 0 28 4 0 0 0 013 TL 10 00 PV Pipe 50 572 4 7 981 PL 10 00 PF 0 0 40 31 0 0 0 28 2 0 0 3 7 117 FTG ---- PE 0 0 38 31 0 0 0 28 2 0 0 0 003 TL 10 00 PV Pipe 51 -25 4 2 469 PL 110 00 PF 0 4 40 31 0 0 0 28 2 0 0 1 7 117 FTG 2T PE 0 0 41 31 0 0 0 28 6 0 0 0 003 TL 132 90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV. NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 52 597 8 6 065 PL 10 00 PF 0 1 41 31 0 0 0 28 6 0 0 6 6 117 FTG ---- PE 0 0 39 31 0 0 0 28 5 0 0 0 014 TL 10 00 PV Pipe 53 547 1 7 981 PL 10 00 PF 0 0 42 31 0 0 0 28 2 0 0 3 5 117 FTG ---- PE 0 0 40 31 0 0 0 28 2 0 0 0 003 TL 10 00 PV Pipe 54 -29 0 2 469 PL 110 00 PF 0 6 42 31 0 0 0 28 2 0.0 1 9 117 FTG 2T PE 0 0 43 31 0 0 0 28 8 0 0 0 004 TL 132 90 PV Pipe 55 623 2 6 065 PL 10 00 PF 0 2 43 31 0 0 0 28 8 0 0 6 9 117 FTG ---- PE 0 0 41 31 0 0 0 28 6 0 0 0 015 TL 10 00 Pv Pipe 56 518 1 7 981 PL 10 00 PF 0 0 44 31 0 0 0 28 3 0 0 3 3 117 FTG ---- PE 0 0 42 31 0 0 0 28 2 0 0 0 003 TL 10 00 Pv Pipe 57 -31 3 2 469 PL 110 00 PF 0 7 44 31 0 0 0 28 3 0 0 2 1 117 FTG 3T PE 0 0 45 31 0 0 0 29 0 0 0 0 005 TL 144 35 PV Pipe 58 652 2 6 065 PL 10 00 PF 0 2 45 31 0 0 0 29 0 0 0 7 2 117 FTG ---- PE 0 0 43 31 0 0 0 28 8 0 0 0 017 TL 10 00 PV Pipe 59 486 8 7 981 PL 10 00 PF 0 0 46 31 0 0 0 28 3 0 0 3 1 117 FTG ---- PE 0 0 44 31 0 0 0 28 3 0 0 0 003 TL 10 00 PV Pipe 60 -34 9 2 469 PL 110 00 PF 0 9 46 31 0 0 0 28 3 0 0 2 3 117 FTG 3T PE 0 0 47 31 0 0 0 29 1 0 0 0 006 TL 144 35 PV Pipe 61 683 5 6 065 PL 10 00 PF 0 2 47 31 0 0 0 29 1 0 0 7 6 117 FTG ---- PE 0 0 45 31 0 0 0 29 0 0 0 0 018 TL 10 00 PV Pipe 62 451 9 7 981 PL 10 00 PF 0 0 48 31 0 0 0 28 3 0 0 2 9 117 FTG ---- PE 0 0 46 31 0 0 0 28 3 0 0 0 002 TL 10 00 Pv Pipe 63 -40 4 2 469 PL 110 00 PF 1 0 48 31 0 0 0 28 3 0 0 2 7 117 FTG 2T PE 0 0 49 31 0 0 0 29 3 0 0 0 008 TL 132 90 PV Pipe 64 718 4 6 065 PL 10 00 PF 0 2 49 31 0 0 0 29 3 0 0 8 0 117 FTG ---- PE 0 0 47 31 0 0 0 29 1 0 0 0 020 TL 10 00 Pv SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 65 411 5 7 981 PL 10 00 PF 0 0 50 31 0 0 0 28 3 0 0 2 6 117 FTG ---- PE 0 0 48 31 0 0 0 28 3 0 0 0 002 TL 10 00 PV Pipe 66 -44 5 2 469 PL 110 00 PF 1 2 50 31 0 0 0 28 3 0 0 3 0 117 FTG 2T PE 0 0 51 31 0 0 0 29 6 0 0 0 009 TL 132 90 PV Pipe 67 758 8 6 065 PL 10 00 PF 0 2 51 31 0 0 0 29 6 0 0 8 4 117 FTG ---- PE 0 0 49 31 0 0 0 29 3 0 0 0 022 TL 10 00 PV Pipe 68 366 9 7 981 PL 10 00 PF 0 0 52 31 0 0 0 28 4 0 0 2 4 117 FTG ---- PE 0 0 50 31 0 0 0 28 3 0 0 0 002 TL 10 00 PV Pipe 69 -48 9 2 469 PL 110 00 PF 1 5 52 31 0 0 0 28 4 0 0 3 3 117 FTG 2T PE 0 0 53 31 0 0 0 29 8 0 0 0 011 TL 132 90 PV Pipe 70 803 3 6 065 PL 10 00 PF 0 2 53 31 0 0 0 29 8 0 0 8 9 117 FTG ---- PE 0 0 51 31 0 0 0 29 6 0 0 0 025 TL 10 00 PV Pipe 71 318 0 7 981 PL 10 00 PF 0 0 54 31 0 0 0 28 4 0 0 2 0 117 FTG ---- PE 0 0 52 31 0 0 0 28 4 0 0 0 001 TL 10 00 PV Pipe 72 -53 4 2 469 PL 110 00 PF 1 7 54 31 0 0 0 28 4 0 0 3 6 117 FTG 2T PE 0 0 55 31 0 0 0 30 1 0 0 0 013 TL 132 90 PV Pipe 73 852 2 6 065 PL 10.00 PF 0 3 55 31 0 0 0 30 1 0 0 9 5 117 FTG ---- PE 0 0 53 31 0 0 0 29 8 0 0 0 027 TL 10 00 PV Pipe 74 264 6 7 981 PL 10 00 PF 0 0 56 31 0 0 0 28 4 0 0 1 7 117 FTG ---- PE 0 0 54 31 0 0 0 28 4 0 0 0 001 TL 10 00 PV Pipe 75 -58 2 2 469 PL 110 00 PF 2 0 56 31 0 0 0 28 4 0 0 3 9 117 FTG 2T PE 0 0 57 31 0 0 0 30 4 0 0 0 015 TL 132 90 PV Pipe 76 905 6 6 065 PL 10 00 PF 0 3 57 31 0 0 0 30 4 0 0 10 1 117 FTG ---- PE 0 0 55 31 0 0 0 30 1 0 0 0 031 TL 10 00 PV Pipe 77 206 4 7 981 PL 10 00 PF 0 0 58 31 0 0 0 28 4 0 0 1 3 117 FTG ---- PE 0 0 56 31 0 0 0 28 4 0 0 0 001 TL 10 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE .3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 78 -63 3 2 469 PL 110 00 PF 2 4 58 31 0 0 0 28 4 0 0 4 2 117 FTG 2T PE 0 0 59 31 0 0 0 30 7 0 0 0 018 TL 132 90 PV Pipe 79 963 9 6 065 PL 10 00 PF 0 3 59 31 0 0 0 30 7 0 0 10 7 117 FTG ---- PE 0 0 57 31 0 0 0 30 4 0 0 0 034 TL 10 00 PV Pipe 80 143 1 7 981 PL 10 00 Pr 0 0 60 31 0 0 0 28 4 0 0 0 9 117 FTG ---- PE 0 0 58 31 0 0 0 28 4 0 0 0 000 TL 10 00 PV Pipe 81 -68 7 2 469 PL 110 00 PF 2 7 60 31 0 0 0 28 4 0 0 4 6 117 FTG 2T PE 0 0 61 31 0 0 0 31 1 0 0 0 021 TL 132 90 PV Pipe 82 1027 2 6 065 PL 10 00 PF 0 4 61 31 0 0 0 31 1 0 0 11 4 117 FTG ---- PE 0 0 59 31 0 0 0 30 7 0 0 0 039 TL 10 00 PV Pipe 83 74 4 7 981 PL 10 00 PF 0 0 62 31 0 0 0 28 4 0 0 0 5 117 FTG ---- PE 0 0 60 31 0 0 0 28 4 0 0 0 000 TL 10 00 PV Pipe 84 -74 4 2 469 PL 110 00 PF 3 2 62 31 0 0 0 28 4 0 0 5 0 117 FTG 2T PE 0 0 63 31 0 0 0 31 6 0 0 0 024 TL 132 90 PV Pipe 85 1095 9 6 065 PL 10 00 PF 0 4 63 31 0 0 0 31 6 0 0 12 2 117 FTG ---- PE 0 0 61 31 0 0 0 31 1 0 0 0 044 TL 10 00 PV Pipe 86 -1170 2 7 981 PL 93 00 PF 3 3 63 31 0 0 0 31 6 0 0 7 5 117 FTG 5ETBA PE 11 7 AV 4 0 0 0 46 5 0 0 0 013 TL 253 31 PV Pipe 87 -1170 2 7 981 PL 3 00 PF 0 8 AV 4 0 0 0 46 5 0 0 7 5 120 FTG 3EG PE 0 9 BFI 2 0 0 0 48 2 0 0 0 012 TL 61 00 PV Pipe 88 FIXED PRESSURE LOSS DEVICE BFI 2 0 0 0 48 2 0 0 5 0 psi, 0 0 gpm BFO 2 0 0 0 43 2 0 0 Pipe 89 -1170 2 7 981 PL 3 00 PF 0 5 BFI 2 0 0 0 48 2 0 0 7 5 120 FTG 2E PE 0 4 RI 1 0 0 0 49 1 0 0 0 012 TL 39 00 PV Pipe 90 -1170 2 8 390 PL 100 00 PF 1 7 RI 1 0 0 0 49 1 0 0 6 8 140 FTG 2ETG PE 0 9 S -1 0 SRCE 51 6 (N/A) 0 007 TL 228 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 PATE 3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R NOTES (HASS) (1) Calculations were performed by the HASS 8 4 computer program under license no 50080259 granted by HRS Systems, Inc 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 003 gpm and a maximum imbalance at any node of 0 180 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13 5 ft/sec at pipe 20 (4) a System remote area HAS been proven or 'peaked' b Minimum pressure at any sprinkler 19 853 psi c Minimum pressure with remote area shifted one sprinkler space toward left cross main 19 881 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main 19 995 psi (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report (6) Available pressure at source node S under full flow conditions is 66 00 psi compared to the minimum required pressure of 20 00 psi (7) PIPE FITTINGS TABLE Pipe Table Name STANDARD PIP PAGE A MATERIAL S40 HWC 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2 469 6 00 12 00 4 00 14 00 7 00 1 00 10 00 10 00 12 00 6 065 14 00 30 00 9 00 32 00 10 00 3 00 28 00 28 00 30 00 7 981 18 00 35 00 13 00 45 00 12 00 4 00 31 00 31 00 35 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE ,3/26/2014RAM FILES\HRS SYSTEMS\HASS83\HASS FILES\2013\ANIXTRI2 SDF JOB TITLE ANITXR12R PAGE D MATERIAL DIRON HWC 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8 390 31 00 59 00 22 00 76 00 20 00 7 00 59 00 WATER SUPPLY ANALYSIS 03H Static 85 00 psi Resid 63 00 psi Flow 1768 0 gpm H H - 100 0 r M N 1 LEGE T�]Anvailable pressure M 1 70 33 psi @ 1420 2 qpm y N z o 2 H n Required pressure X 3 51 61 psi @ 1420 2 gpm A Source Supply Curve N 80 0 B System Demand Curve �+ w G A i z U 1 r in G x U) E K to P to K 60 C �••��••�•"'••••..... cn 3 R E 2 in d S coo S x � U R 40 0 U' z E H r � En p o r S w i 1 > 20 0 z x H 'L1 r N ro a U cD ro r w 0 0 -14 7 4 CTO 6 CTO 8 0 1 CIO0 1200 1 TOO 1600 11300 2 00 Utilities Report Equivalent K-Factor Calculator Node Sprinkler Press Dia Pipe Ftgs Total H-W Equivalent Name K-Factor (psi) (in) Len (ft) Len (ft)coef K-factor ----------------------------------------------------------------------- A 25 20 7 00 1 380 1 50 2E 7 50 120 00 21 77 End of Utilities Report I HARTFORD SPRINKLER CO INC ' 4 BRITTON ROAD pBLOOMFIELD,CT e f HYDRAULIC CALCULATIONS FOR ANIXTR 1315 JOHN FITCH BLVD SOUTH WINDSOR, CT DATE MAR 20, 2014 -DESIGN DATA- OCCUPANCY CLASSIFICATION CLASS III RACK STORAGE TO 25'-0 DENSITY 94 gpm/sq. ft AREA OF APPLICATION 1500 sq. ft COVERAGE PER SPRINKLER: 100 sq. ft MAX NUMBER OF SPRINKLERS CALCULATED 15 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1469 8 gpm TOTAL WATER REQUIRED (including hose) 1969 7 gpm Co��••••'•�Ns° IV11r�";° FLOW AND PRESSURE THE SOURCE 1470 gpm @ 50 psi �� •-�ERNhq'• SPRINKLER ORIFICE SIZE .1 inch -� No.8084 NAME OF CONTRACTOR:HARTFORD SPRINKLER ��p �•; ��,�s��CENS•• ,� AUTHORITY HAVING JURISDICTION LOCAL F M. ��` CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50080259 ) HRS SYSTEMS, INC TUCKER, GA 30084 R� Gw 1 MAC M4 South Windsor E3uildln De BrIpent ., � ��` ;4 � .`f jai `��, SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATt 3/20/2014 \PROGRAM FILES\HRS SYSTEMS\HASV\JOB FILES\2013\ANIXTR.SDF JOB TITLE ANITXR15 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 85 0 63 0 1768 0 58 1 1969 7 49 8 AGGREGATE FLOW ANALYSIS TOTAL FLOW AT SOURCE 1969 7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500 0 GPM OTHER HOSE STREAM ALLOWANCES 0 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1469 7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 31 0 - - - - 25 2 - - - 2 31 0 K=24 37 16 6 99 3 3 31 0 K=24 37 15 9 97 3 4 31 0 K=24 37 15 8 97 0 5 31 0 K=24 37 15 9 97 2 6 31 0 K=24 37 16 5 98 9 7 31 0 - - - - 24 1 - - - 8 31 0 - - - - 25 2 - - - 9 31 0 K=24 37 16 6 99 3 10 31 0 K=24 37 16 0 97 3 11 31 0 K=24 37 15 9 97 0 12 31 0 K=24 37 15 9 97 2 13 31 0 K=24 37 16 5 98 9 14 31 0 - - - - 24 1 - - - 15 31 0 - - - - 252 - - - 16 31 0 K=24 37 16 6 99 4 17 31 0 K=24 37 16 0 97 4 18 31 0 K=24 37 15 9 97 1 19 31 0 K=24 37 15 9 97 3 20 31 0 K=24 37 16 5 99 0 21 31 0 - - - - 24 2 - - - 22 31 0 - - - - 25 2 - - - 23 31 0 - - - - 24 4 - - - 24 31 0 - - - - 25 3 - - - 25 31 0 - - - - 24 5 - - - 26 31 0 - - - - 25 4 - - - 27 31 0 - - - - 24 6 - - - 28 31 0 - - - - 25 4 - - - 29 31 0 - - - - 24 7 - - - 30 31 0 - - - - 25 5 - - - 31 310 - - - - 24 8 - - - 32 31 0 - - - - 25 6 - - - 33 31 0 - - - - 24 9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE 3/20/2014 \PROGRAM FILES\HRS SYSTEMS\HASV\JOB FILES\2013\ANIXTR.SDF JOB TITLE ANITXR15 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 31 0 - - - - 25 7 - - - 35 31 0 - - - - 25 0 - - - 36 31 0 - - - - 25 7 - - - 37 31 0 - - - - 25 1 - - - 38 31 0 - - - - 25 8 - - - 39 31 0 - - - - 25 1 - - - 40 31 0 - - - - 25 9 - - - 41 31 0 - - - - 25 2 - - - 42 31 0 - - - - 26 0 - - - 43 31 0 - - - - 25 2 - - - 44 31 0 - - - - 26 1 - - - 45 31 0 - - - - 25 2 - - - 46 31 0 - - - - 26 3 - - - 47 31 0 - - - - 25 3 - - - 48 31 0 - - - - 26 4 - - - 49 31 0 - - - - 25 3 - - - 50 31 0 - - - - 26 5 - - - 51 31 0 - - - - 25 3 - - - 52 31 0 - - - - 26 7 - - - 53 31 0 - - - - 25 3 - - - 54 31 0 - - - - 26 8 - - - 55 31 0 - - - - 25 3 - - - AV 4 0 - - - - 43 2 - - - BFO 2 0 - - - - 40 2 - - - BFI 2 0 - - - - 45 2 - - - RI 1 0 - - - - 46 4 - - - S -1 0 SOURCE 49 8 1469 7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE 3/20/2014 \PROGRAM FILES\HRS SYSTEMS\HASV\JOB FILES\2013\ANIXTR.SDF JOB TITLE ANITXR15 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV. NOZ PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 1 252 2 2 635 PL 35 00 PF 8 6 1 31 0 0 0 25 2 0 0 14 8 117 FTG T PE 0 0 2 31 0 24 4 16 6 99.3 0 167 TL 51 22 PV Pipe 2 152 9 2 635 PL 10 00 PF 0 7 2 31 0 24 4 16 6 99 3 9 0 117 FTG ---- PE 0 0 3 31 0 24 4 15 9 97 3 0 066 TL 10 00 PV Pipe 3 55 6 2 635 PL 10 00 PF 0 1 3 31 0 24 4 15 9 97 3 3 3 117 FTG ---- PE 0 0 4 31 0 24 4 15 8 97 0 0 010 TL 10 00 PV Pipe 4 -41 4 2 635 PL 10 00 PF 0 1 4 31 0 24 4 15 8 97 0 2 4 117 FTG ---- PE 0 0 5 31 0 24 4 15 9 97 2 0 006 TL 10 00 PV Pipe 5 -138 6 2 635 PL 10 00 PF 0 6 5 31 0 24 4 15 9 97 2 8 2 117 FTG ---- PE 0 0 6 31 0 24 4 16 5 98 9 0 055 TL 10 00 PV Pipe 6 -237 4 2 635 PL 35 00 PF 7 7 6 31 0 24 4 16 5 98 9 14 0 117 FTG T PE 0 0 7 31 0 0 0 24 1 0 0 0 149 TL 51 22 PV Pipe 7 252 2 8 249 PL 10 00 PF 0 0 8 31 0 0 0 25 2 0 0 1 5 117 FTG ---- PE 0 0 1 31 0 0 0 25 2 0 0 0 001 TL 10 00 PV Pipe 8 252 2 2 635 PL 35 00 PF 8 6 8 31 0 0 0 25 2 0 0 14 8 117 FTG T PE 0 0 9 31 0 24 4 16 6 99 3 0 167 TL 51 22 PV Pipe 9 152 9 2 635 PL 10 00 PF 0 7 9 31 0 24 4 16 6 99 3 9 0 117 FTG ---- PE 0 0 10 31 0 24 4 16 0 97 3 0 066 TL 10 00 PV Pipe 10 55 5 2 6635 PL 10 00 PF 0 1 10 31 0 24 4 16 0 97 3 3 3 117 FTG ---- PE 0 0 11 31 0 24 4 15 9 97 0 0 010 TL 10 00 PV Pipe 11 -41 5 2 635 PL 10 00 PF 0 1 11 31 0 24 4 15 9 97 0 2 4 117 FTG ---- PE 0 0 12 31 0 24 4 15 9 97 2 0 006 TL 10 00 PV Pipe 12 -138 7 2 635 PL 10 00 PF 0 6 12 31 0 24 4 15 9 97 2 8 2 117 FTG ---- PE 0 0 13 31 0 24 4 16 5 98 9 0 055 TL 10 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE 3/20/2014 \PROGRAM FILES\HRS SYSTEMS\HASV\JOB FILES\2013\ANIXTR.SDF JOB TITLE ANITXR15 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 13 -237 6 2 635 PL 35 00 PF 7 7 13 31 0 24 4 16 5 98 9 14 0 117 FTG T PE 0 0 14 31 0 0 0 24 1 0 0 0 150 TL 51 22 PV Pipe 14 237 4 6 357 PL 10 00 PF 0 0 14 31 0 0 0 24 1 0 0 2 4 117 FTG ---- PE 0 0 7 31 0 0 0 24 1 0 0 0 002 TL 10 00 PV Pipe 15 504 5 8 249 PL 10 00 PF 0 0 15 31 0 0 0 25 2 0 0 3 0 117 FTG ---- PE 0 0 8 31 0 0 0 25 2 0 0 0 002 TL 10 00 PV Pipe 16 252 1 2 635 PL 35 00 PF 8 6 15 31 0 0 0 25 2 0 0 14 8 117 FTG T PE 0 0 16 31 0 24 4 16 6 99 4 0 167 TL 51 22 PV Pipe 17 152 7 2 635 PL 10 00 PF 0 7 16 31 0 24 4 16 6 99 4 9 0 117 FTG ---- PE 0 0 17 31 0 24 4 16 0 97 4 0 066 TL 10 00 PV Pipe 18 55 2 2 635 PL 10 00 PF 0 1 17 31 0 24 4 16 0 97 4 3 3 117 FTG ---- PE 0 0 18 31 0 24 4 15 9 97 1 0 010 TL 10 00 PV Pipe 19 -41 9 2 635 PL 10 00 PF 0 1 18 31 0 24 4 15 9 97 1 2 5 117 FTG ---- PE 0 0 19 31 0 24 4 15 9 97 3 0 006 TL 10 00 PV Pipe 20 -139 2 2 635 PL 10 00 PF 0 6 19 31 0 24 4 15 9 97 3 8 2 117 FTG ---- PE 0 0 20 31 0 24 4 16 5 99 0 0 056 TL 10 00 PV Pipe 21 -238 2 2 635 PL 35 00 PF 7 7 20 31 0 24 4 16 5 99 0 14 0 117 FTG T PE 0 0 21 31 0 0 0 24 2 0 0 0 150 TL 51 22 PV Pipe 22 475 0 6 357 PL 10 00 PF 0 1 21 31 0 0 0 24 2 0 0 4 8 117 FTG ---- PE 0 0 14 31 0 0 0 24 1 0 0 0 007 TL 10 00 PV Pipe 23 756 6 8 249 PL 10 00 PF 0 0 22 31 0 0 0 25 2 0 0 4 5 117 FTG ---- PE 0 0 15 31 0 0 0 25 2 0 0 0 005 TL 10 00 PV Pipe 24 42 7 2 635 PL 110 00 PF 0 9 22 31 0 0 0 25 2 0 0 2 5 117 FTG 2T PE 0 0 23 31 0 0 0 24 4 0 0 0 006 TL 142 44 PV Pipe 25 713 2 6 357 PL 10 00 PF 0 2 23 31 0 0 0 24 4 0 0 7 2 117 FTG ---- PE 0 0 21 31 0 0 0 24 2 0 0 0 016 TL 10 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE 3/20/2014 \PROGRAM FILES\HRS SYSTEMS\HASV\JOB FILES\2013\ANIXTR.SDF JOB TITLE ANITXR15 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV. NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 26 799 2 8 249 PL 10 00 PF 0 1 24 31 0 0.0 25 3 0 0 4 8 117 FTG ---- PE 0 0 22 31 0 0 0 25 2 0 0 0 005 TL 10 00 Pv Pipe 27 40 4 2 635 PL 110 00 PF 0 8 24 31 0 0 0 25.3 0 0 2 4 117 FTG 2T PE 0 0 25 31 0 0 0 24 5 0 0 0 006 TL 142 44 PV Pipe 28 670 5 6 357 PL 10 00 PF 0 1 25 31 0 0 0 24 5 0 0 6 8 117 FTG ---- PE 0 0 23 31 0 0 0 24 4 0 0 0 014 TL 10 00 Pv Pipe 29 839 6 8 249 PL 10 00 PF 0 1 26 31 0 0 0 25 4 0 0 5 0 117 FTG ---- PE 0 0 24 31 0 0 0 25 3 0 0 0 006 TL 10 00 Pv Pipe 30 36 4 2 635 PL 110 00 PF 0 7 26 31 0 0 0 25 4 0 0 2 1 117 FTG 3T PE 0 0 27 31 0 0 0 24 6 0 0 0 005 TL 158 67 PV Pipe 31 630 1 6 357 PL 10 00 PF 0 1 27 31 0 0 0 24 6 0 0 6 4 117 FTG ---- PE 0 0 25 31 0 0 0 24 5 0 0 0 012 TL 10.00 Pv Pipe 32 876 0 8 249 PL 10 00 PF 0 1 28 31 0 0 0 25 4 0 0 5 3 117 FTG ---- PE 0 0 26 31 0 0 0 25 4 0 0 0 006 TL 10 00 PV Pipe 33 37 2 2 635 PL 110 00 PF 0 7 28 31 0 0 0 25 4 0 0 2 2 117 FTG 2T PE 0 0 29 31 0 0 0 24 7 0 0 0 005 TL 142 44 PV Pipe 34 593 7 6 357 PL 10 00 PF 0 1 29 31 0 0 0 24 7 0 0 6 0 117 FTG ---- PE 0 0 27 31 0 0 0 24 6 0 0 0 011 TL 10 00 PV Pipe 35 913 2 8 249 PL 10 00 PF 0 1 30 31 0 0 0 25 5 0 0 5 5 117 FTG ---- PE 0 0 28 31 0 0 0 25 4 0 0 0 007 TL 10 00 PV Pipe 36 36 4 2 635 PL 110 00 PF 0 7 30 31 0 0 0 25 5 0 0 2 1 117 FTG 2T PE 0 0 31 31 0 0 0 24 8 0 0 0 005 TL 142 44 PV Pipe 37 556 5 6 357 PL 10 00 PF 0 1 31 31 0 0 0 24 8 0 0 5 6 117 FTG ---- PE 0 0 29 31 0 0 0 24 7 0 0 0 010 TL 10 00 PV Pipe 38 949 6 8 249 PL 10 00 PF 0 1 32 31 0 0 0 25 6 0 0 5 7 117 FTG ---- PE 0 0 30 31 0 0 0 25 5 0 0 0 007 TL 10 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE 3/20/2014 \PROGRAM FILES\HRS SYSTEMS\HASV\JOB FILES\2013\ANIXTR.SDF JOB TITLE ANITXR15 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV. NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 39 36 0 2 635 PL 110 00 PF 0 6 32 31 0 0 0 25 6 0 0 2 1 117 FTG 2T PE 0 0 33 31 0 0 0 24 9 0 0 0 005 TL 142 44 PV Pipe 40 520 1 6 357 PL 10 00 PF 0 1 33 31 0 0 0 24 9 0 0 5 3 117 FTG ---- PE 0 0 31 31 0 0 0 24 8 0 0 0 009 TL 10 00 PV Pipe 41 985 6 8 249 PL 10 00 PF 0 1 34 31 0 0 0 25 7 0 0 5 9 117 FTG ---- PE 0 0 32 31 0 0 0 25 6 0 0 0 008 TL 10 00 PV Pipe 42 36 1 2 635 PL 110 00 PF 0 7 34 31 0 0 0 25 7 0 0 2 1 117 FTG 2T PE 0 0 35 31 0 0 0 25 0 0 0 0 005 TL 142 44 PV Pipe 43 484 2 6 357 PL 10 00 PF 0 1 35 31 0 0 0 25 0 0 0 4 9 117 FTG ---- PE 0 0 33 31 0 0 0 24 9 0 0 0 008 TL 10 00 PV Pipe 44 1021 7 8 249 PL 10 00 PF 0 1 36 31 0 0 0 25 7 0 0 6 1 117 FTG ---- PE 0 0 34 31 0 0 0 25 7 0 0 0 009 TL 10 00 PV Pipe 45 36 7 2 635 PL 110 00 PF 0 7 36 31 0 0 0 25 7 0 0 2 2 117 FTG 2T PE 0 0 37 31 0 0 0 25 1 0 0 0 005 TL 142 44 PV Pipe 46 448 1 6 357 PL 10 00 PF 0 1 37 31 0 0 0 25 1 0 0 4 5 117 FTG ---- PE 0 0 35 31 0 0 0 25 0 0 0 0 007 TL 10 00 PV Pipe 47 1058 4 8 249 PL 10 00 PF 0 1 38 31 0 0 0 25 8 0 0 6.4 117 FTG ---- PE 0 0 36 31 0 0 0 25 7 0 0 0 009 TL 10 00 PV Pipe 48 37 7 2 635 PL 110 00 PF 0 7 38 31 0 0 0 25 8 0 0 2 2 117 FTG 2T PE 0 0 39 31 0 0 0 25 1 0 0 0 005 TL 142 44 PV Pipe 49 411 4 6 357 PL 10 00 PF 0 1 39 31 0 0 0 25 1 0 0 4 2 117 FTG ---- PE 0 0 37 31 0 0 0 25 1 0 0 0 006 TL 10 00 PV Pipe 50 1096 1 8 249 PL 10 00 PF 0 1 40 31 0 0 0 25 9 0 0 6 6 117 FTG ---- PE 0 0 38 31 0 0 0 25 8 0 0 0 010 TL 10 00 PV Pipe 51 39 1 2 635 PL 110 00 PF 0 8 40 31 0 0 0 25 9 0 0 2 3 117 FTG 2T PE 0 0 41 31 0 0 0 25 2 0 0 0 005 TL 142 44 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE 3/20/2014 \PROGRAM FILES\HRS SYSTEMS\HASV\JOB FILES\2013\ANIXTR.SDF JOB TITLE ANITXR15 DIA PIPE TAG Q(GPM) IN) LENGTH PRESS( END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 52 373 7 6 357 PL 10 00 PF 0 0 41 31 0 0 0 25 2 0 0 3 8 117 FTG ---- PE 0 0 39 31 0 0 0 25 1 0 0 0 005 TL 10 00 PV Pipe 53 1135 2 8 249 PL 10 00 PF 0 1 42 31 0 0 0 26 0 0 0 6 8 117 FTG ---- PE 0 0 40 31 0 0 0 25 9 0 0 0 010 TL 10 00 PV Pipe 54 40 9 2 635 PL 110 00 PF 0 8 42 31 0 0 0 26 0 0 0 2 4 117 FTG 2T PE 0 0 43 31 0 0 0 25 2 0 0 0 006 TL 142 44 PV Pipe 55 334 6 6 357 PL 10 00 PF 0 0 43 31 0 0 0 25 2 0 0 3 4 117 FTG ---- PE 0 0 41 31 0 0 0 25 2 0 0 0 004 TL 10 00 PV Pipe 56 1176 1 8 249 PL 10 00 PF 0 1 44 31 0 0 0 26 1 0 0 7 1 117 FTG ---- PE 0 0 42 31 0 0 0 26 0 0 0 0 011 TL 10 00 PV Pipe 57 40 6 2 635 PL 110 00 PF 0 9 44 31 0 0 0 26 1 0 0 2 4 117 FTG 3T PE 0 0 45 31 0 0 0 25 2 0 0 0 006 TL 158 67 PV Pipe 58 293 7 6 357 PL 10 00 PF 0 0 45 31 0 0 0 25 2 0 0 3 0 117 FTG ---- PE 0 0 43 31 0 0 0 25 2 0 0 0 003 TL 10 00 PV Pipe 59 1216 7 8 249 PL 10 00 PF 0 1 46 31 0 0 0 26 3 0.0 7 3 117 FTG ---- PE 0 0 44 31 0 0 0 26 1 0 0 0 012 TL 10 00 PV Pipe 60 42 9 2 635 PL 110 00 PF 1 0 46 31 0 0 0 26 3 0 0 2 5 117 FTG 3T PE 0 0 47 31 0 0 0 25 3 0 0 0 006 TL 158 67 PV Pipe 61 253 1 6 357 PL 10 00 PF 0 0 47 31 0 0 0 25 3 0 0 2 6 117 FTG ---- PE 0 0 45 31.0 0 0 25 2 0 0 0 002 TL 10 00 PV Pipe 62 1259 6 8 249 PL 10 00 PF 0 1 48 31 0 0 0 26 4 0 0 7 6 117 FTG ---- PE 0 0 46 31 0 0 0 26 3 0 0 0 013 TL 10 00 PV Pipe 63 48 1 2 635 PL 110 00 PF 1 1 48 31 0 0 0 26 4 0 0 2 8 117 FTG 2T PE 0 0 49 31 0 0 0 25 3 0 0 0 008 TL 142 44 PV Pipe 64 210 2 6 357 PL 10 00 PF 0 0 49 31 0 0 0 25 3 0 0 2 1 117 FTG ---- PE 0 0 47 31 0 0 0 25 3 0.0 0 002 TL 10 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE 3/20/2014 \PROGRAM FILES\HRS SYSTEMS\HASV\JOB FILES\2013\ANIXTR.SDF JOB TITLE ANITXR15 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 65 1307 6 8 249 PL 10 00 PF 0 1 50 31 0 0 0 26 5 0 0 7 9 117 FTG ---- PE 0 0 48 31 0 0 0 26 4 0 0 0 014 TL 10 00 PV Pipe 66 50 9 2 635 PL 110 00 PF 1.2 50 31 0 0 0 26 5 0 0 3 0 117 FTG 2T PE 0 0 51 31 0 0 0 25 3 0 0 0 009 TL 142 44 PV Pipe 67 162 1 6 357 PL 10 00 PF 0 0 51 31 0 0 0 25 3 0 0 1 6 117 FTG ---- PE 0 0 49 31 0 0 0 25 3 0 0 0 001 TL 10 00 PV Pipe 68 1358 6 8 249 PL 10 00 PF 0 1 52 31 0 0 0 26 7 0 0 8 2 117 FTG ---- PE 0 0 50 31 0 0 0 26 5 0 0 0 015 TL 10 00 PV Pipe 69 54 0 2 635 PL 110 00 PF 1 4 52 31 0 0 0 26 7 0 0 3 2 117 FTG 2T PE 0 0 53 31 0 0 0 25 3 0 0 0 010 TL 142 44 PV Pipe 70 111 2 6 357 PL 10 00 PF 0 0 53 31 0 0 0 25 3 0 0 1 1 117 FTG ---- PE 0 0 51 31 0 0 0 25 3 0 0 0 001 TL 10 00 PV Pipe 71 1412 6 8 249 PL 10 00 PF 0 2 54 31 0 0 0 26 8 0 0 8 5 117 FTG ---- PE 0 0 52 31 0 0 0 26 7 0 0 0 016 TL 10 00 PV Pipe 72 57 2 2 635 PL 110 00 PF 1 5 54 31 0 0 0 26 8 0 0 3 4 117 FTG 2T PE 0 0 55 31 0 0 0 25 3 0 0 0 O11 TL 142 44 PV Pipe 73 57 2 6 357 PL 10 00 PF 0 0 55 31 0 0 0 25 3 0 0 0 6 117 FTG ---- PE 0 0 53 31 0 0 0 25 3 0 0 0 000 TL 10 00 PV Pipe 86 -1469 8 8 249 PL 93 00 PF 4 7 54 31 0 0 0 26 8 0 0 8 8 117 FTG SETBA PE 11 7 AV 4 0 0 0 43 2 0 0 0 017 TL 280 99 PV Pipe 87 -1469 8 8 249 PL 3 00 PF 1 1 AV 4 0 0 0 43 2 0 0 8 8 120 FTG 3EG PE 0 9 BFI 2 0 0 0 45 2 0 0 0 016 TL 71 00 PV Pipe 88 FIXED PRESSURE LOSS DEVICE BFI 2 0 0 0 45 2 0 0 5 0 psi, 0.0 gpm BFO 2 0 0 0 40 2 0 0 Pipe 89 -1469 8 8 249 PL 3 00 PF 0 7 BFI 2 0 0 0 45 2 0 0 8 8 120 FTG 2E PE 0 4 RI 1 0 0 0 46 4 0 0 0 016 TL 45 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE 3/20/2014 \PROGRAM FILES\HRS SYSTEMS\HASV\JOB FILES\2013\ANIXTR.SDF JOB TITLE ANITXR15 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 90 -1469 7 8 390 PL 100 00 PF 2 5 RI 1 0 0 0 46 4 0 0 8 5 140 FTG 2ETG PE 0 9 S -1 0 SRCE 49 8 (N/A) 0 011 TL 228 00 PV NOTES (HASS) (1) Calculations were performed by the HASS 8 4 computer program under license no 50080259 granted by HRS Systems, Inc 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 002 gpm and a maximum imbalance at any node of 0 120 gpm. (3) Total pressure at each node is used in balancing the system Maximum water velocity is 14 8 ft/sec at pipe 1 (4) a System remote area HAS been proven or 'peaked' b Minimum pressure at any sprinkler 15 843 psi c Minimum pressure with remote area shifted one sprinkler space toward left cross main 15 972 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main 15 861 psi (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report (6) Available pressure at source node S under full flow conditions is 55 24 psi compared to the minimum required pressure of 20 00 psi (7) PIPE FITTINGS TABLE Pipe Table Name STANDARD PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE 3/20/2014 \PROGRAM FILES\HRS SYSTEMS\HASV\JOB FILES\2013\ANIXTR.SDF JOB TITLE ANITXR15 PAGE B MATERIAL THNWL HWC 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 2 635 8 00 17 00 6 00 19 00 10 00 1 00 14 00 14 00 17 00 6 357 18 00 38 00 11 00 40 00 13 00 4 00 35 00 35 00 38.00 8 249 21 00 41 00 15 00 53 '00 14 00 5 00 37 00 37 00 41 00 PAGE D MATERIAL DIRON HWC 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8 390 31 00 59 00 22 00 76 00 20 00 7 00 59 00 c, 0 WATER SUPPLY ANALYSIS Mm y Static 85 00 psi Resid 63 00 psi Flow 1768 0 gpm H H 100 0 H w LEGEND r i 1 Available pressure o 58 13 \psi @ 1969 7 gpm z o H r 2 H .P Required pressure X 49 80 psi @ 1969 7 gpm N tv 8 0 S A. Source Supply Curve p C' B System Demand Curve b A U z G ~ PSI r c� E m �0 w cn -..elate*...... 1 P 6 0 0 ■•••... cn H to R cn K E En ta 2 H K S � z S � � U H R 40 0 < E C4 Z o 0o r ( .h (nn H H p t, cn to s 1 20 . 0 N 0 r w z H x H z � cn w N —14 7 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE 3/20/2014 \PROGRAM FILES\HRS SYSTEMS\HASV\JOB FILES\2013\ANIXTR.SDF JOB TITLE ANITXR15 SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT 1 <1> 44 2 <2> 3 <3> 4 4> 5 5> 6 <6> 7 <7> 252 2 152 9 55. 6 41 4 1. 8 237 4 <14> 252 2 -3<8> 9 <9>10 <10 -1 11> 2> <13> n237 4 <15> 252 2 152 9 55 41 5 1 8 7 237 6 <22> 1 504 s <16> 16 <17 -7 <18 .8 9>.9 0>'0 <21> 2 475 0 <23> 252 1 52 7 55 41 9 1 9 2 238 2 <25> 2 756 6 <24> 2 713 2 <26> 42 7 <28> 2 99 2 <27> 2 670 5 <29> 40 4 <31> 2 839 6 <30> 2 630 1 <32> 36 4 <34> 2 76 0 <33> 2 93 7 <35> 37 2 <37> 3 13 2 <36> 3 56 5 <38> 36 4 <40> 3 949 6 <39> 3 520 1 <41> 36 0 <43> 3 85 6 <42> 3 484 2 <44> 36 1 <46> 3 021 7 <45> 3 448 1 <47> 36 7 <49> 3 058 4 <48> 3 411 4 <50> 37 7 <52> 4 096 1 <51> 4 73 7 <53> 39 1 <55> 4 135 2 <54> 4 34 6 <56> 40 9 <58> 4 176 1 <57> 4 93 7 <59> 40 6 <61> 4 216 7 <60> 4 53 1 <62> 49 a <64> 4 259 6 <63> 4 10 2 <65> Jr 4R 1 <67> 5 307 6 <66> 5 62 1 <68> 50.9 <70> 5 1358 6 <69> 5 111 2 <71> 54 . n 73> 5 1412 6 <72> 54,�< 7 2 57 2 <86> 1469 8 A SII HARTFORD SPRINKLER CO. INC. 'Lt.O © O os 4 BRITTON ROAD !! BLOOMFIELD,CT HYDRAULIC CALCULATIONS FOR ANIXTR 1315 JOHN FITCH BLVD SOUTH WINDSOR, CT DATE: MAR 14, 2014 LOW OFFICE AREA ---------------- ---------------- -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: . 10 gpm/sq. ft AREA OF APPLICATION: 900 sq. ft COVERAGE PER SPRINKLER: 150 sq. ft. MAX NUMBER OF SPRINKLERS CALCULATED: 14 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 332.3 gpm CONNFC��i Ate �` . ;'$EaN �1�� TOTAL WATER REQUIRED (including hose) : 582.3 gpm �Ca FLOW AND PRESSURE THE SOURCE 333 gpm @ 71 psi: 5084 ••;�` SPRINKLER ORIFICE SIZE: 1/2 inch �!�4•' �� E�' A�� NAME OF CONTRACTOR:HARTFORD SPRINKLER ��oMots� AUTHORITY HAVING JURISDICTION:LOCAL F.M CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50080259 ) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE 3/14/2014AM FILES\HRS SYSTEMS\HASS\JOB FILES\2013\ANIXTR OFFICE.SDF JOB TITLE: ANIXTR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 85 0 63.0 1768.0 82.2 582.3 70.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 582.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 332.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 11 0 K= 5. 60 11 5 19 0 2 11 0 - - - - 12.8 - - - 3 11.0 K= 5. 60 14. 1 21 0 4 11.0 K= 5. 60 15.0 21.7 5 11 0 K= 5. 60 17.2 23.2 6 11.0 K= 5. 60 19.3 24 6 7 11.0 K= 5. 60 7.7 15.5 8 11.0 K= 5. 60 8.0 15. 9 9 11 0 K= 5. 60 7.2 15.0 10 11.0 K= 5. 60 14.2 21.1 11 11.0 K= 5. 60 16 1 22 5 12 11.0 K= 5. 60 18.5 24 1 A 11.0 - - - - 35.9 - - - B 11.0 K= 5. 60 36.3 33.7 C 11.0 K= 5. 60 42.1 36.3 D 31.0 K= 5. 60 47.6 38 6 E 31.0 - - - - 47. 6 - - - F 31 0 - - - - 47.6 - - - G 31.0 - - - - 47. 6 - - - H 31.0 - - - - 47 6 - - - I 31.0 - - - - 51.2 - - - J 31.0 - - - - 51.2 - - - K 31.0 - - - - 51 2 - - - L 31.0 - - - - 51 2 - - - M 12. 0 - - - - 59.7 - - - AV 4.0 - - - - 63.3 - - - BFO 2 0 - - - - 64.2 - - - BFI 2 0 - - - - 69.2 - - - RI 1.0 - - - - 69.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/14/2014AM FILES\HRS SYSTEMS\HASS\JOB FILES\2013\ANIXTR OFFICE SDF JOB TITLE: ANIXTR NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S -1.0 SOURCE 70 7 332 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/14/2014AM FILES\HRS SYSTEMS\HASS\JOB FILES\2013\ANIXTR OFFICE.SDF JOB TITLE: ANIXTR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -19.0 1.049 PL 9.00 PF 1.3 1 11 0 5 6 11.5 19.0 7 0 120 FTG E PE 0 0 2 11.0 0.0 12.8 0.0 0.118 TL 11.00 PV Pipe: 2 -19.0 1.049 PL 6.00 PF 1.3 2 11.0 0.0 12. 8 0.0 7.0 120 FTG T PE 0.0 3 11 0 5. 6 14 . 1 21.0 0.118 TL 11. 00 PV Pipe: 3 -40 0 1 049 PL 2.00 PF 0 9 3 11.0 5. 6 14 . 1 21.0 14 9 120 FTG ---- PE 0.0 4 11.0 5. 6 15. 0 21.7 0. 469 TL 2. 00 PV Pipe: 4 -61 7 1.380 PL 8.00 PF 2.2 4 11.0 5. 6 15.0 21.7 13.2 120 FTG ---- PE 0 0 5 11.0 5. 6 17 .2 23 2 0.275 TL 8.00 PV Pipe: 5 -85.0 1 610 PL 9.00 PF 2. 1 5 11.0 5. 6 17 2 23 2 13.4 120 FTG ---- PE 0.0 6 11.0 5. 6 19.3 24. 6 0.235 TL 9. 00 PV Pipe: 6 -109. 6 1. 610 PL 36.00 PF 16.5 6 11.0 5 6 19.3 24. 6 17.3 120 FTG T PE 0 0 A 11.0 0.0 35. 9 0.0 0.376 TL 44.00 PV Pipe: 7 -15.5 1.049 PL 4.00 PF 0 3 7 11.0 5. 6 7.7 15 .5 5.8 120 FTG ---- PE 0 0 8 11.0 5 6 8.0 15. 9 0.081 TL 4.00 PV Pipe: 8 -15.0 1.049 PL 6.00 PF 0. 8 9 11.0 5. 6 7.2 15.0 5. 6 120 FTG T PE 0. 0 8 11.0 5 6 8 .0 15. 9 0 076 TL 11.00 PV Pipe: 9 -46. 4 1.049 PL 10.00 PF 6.2 8 11.0 5. 6 8.0 15. 9 17.2 120 FTG ---- PE 0.0 10 11.0 5. 6 14.2 21 1 0. 617 TL 10.00 PV Pipe: 10 -67.5 1.380 PL 6.00 PF 1. 9 10 11.0 5. 6 14 .2 21. 1 14.5 120 FTG ---- PE 0. 0 11 11.0 5. 6 16. 1 22.5 0.325 TL 6.00 PV Pipe: 11 -90.0 1. 610 PL 9.00 PF 2.3 11 11.0 5. 6 16.1 22 5 14.2 120 FTG ---- PE 0.0 12 11.0 5. 6 18.5 24. 1 0.261 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/14/2014AM FILES\HRS SYSTEMS\HASS\JOB FILES\2013\ANIXTR OFFICE.SDF JOB TITLE: ANIXTR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -114.0 1. 610 PL 36.00 PF 17 .8 12 11.0 5. 6 18.5 24. 1 18 .0 120 FTG T PE 0.0 B 11.0 5. 6 36.3 33.7 0 404 TL 44.00 PV Pipe: 13 -109. 6 2. 635 PL 11.50 PF 0. 4 A 11.0 0.0 35. 9 0.0 6.4 120 FTG ---- PE 0.0 B 11.0 5. 6 36 3 33.7 0.034 TL 11.50 PV Pipe: 14 -257 4 2. 635 PL 18.00 PF 5 8 B 11.0 5. 6 36.3 33.7 15 1 120 FTG T PE 0 0 C 11 0 5. 6 42. 1 36.3 0. 166 TL 35 00 PV Pipe: 15 -293.7 2. 635 PL 42.00 PF 14 2 C 11.0 5. 6 42. 1 36.3 17.3 120 FTG ET PE -8 7 D 31.0 5. 6 47. 6 38. 6 0 211 TL 67. 00 PV Pipe: 16 -166.2 6.357 PL 8.00 PF 0 0 D 31 0 5. 6 47 6 38 . 6 1.7 120 FTG T PE 0 0 E 31.0 0.0 47 . 6 0.0 0 001 TL 46.00 PV Pipe: 17 -83. 1 6.357 PL 10.00 PF 0.0 E 31.0 0.0 47. 6 0.0 0.8 120 FTG ---- PE 0.0 F 31.0 0. 0 47. 6 0.0 0.000 TL 10.00 PV Pipe: 18 -83.1 2. 635 PL 110.00 PF 3.6 E 31.0 0.0 47.6 0.0 4. 9 120 FTG 4T PE 0.0 K 31.0 0. 0 51.2 0.0 0.020 TL 178 .00 PV Pipe 19 -83. 1 2. 635 PL 110.00 PF 3 6 F 31.0 0.0 47.6 0.0 4. 9 120 FTG 4T PE 0 0 L 31.0 0.0 51.2 0.0 0.020 TL 178.00 PV Pipe 20 -166.1 6 357 PL 2.00 PF 0 0 D 31.0 5. 6 47 6 38 . 6 1.7 120 FTG T PE 0 0 G 31.0 0.0 47. 6 0.0 0.001 TL 40.00 PV Pipe: 21 -83. 1 6.357 PL 10.00 PF 0 0 G 31.0 0.0 47. 6 0.0 0.8 120 FTG ---- PE 0.0 H 31.0 0. 0 47. 6 0.0 0.000 TL 10.00 PV Pipe: 22 -83. 1 2. 635 PL 110.00 PF 3. 6 H 31.0 0. 0 47. 6 0.0 4. 9 120 FTG 4T PE 0.0 I 31 0 0.0 51.2 0.0 0.020 TL 178.00 PV Pipe: 23 -83.1 2. 635 PL 110.00 PF 3. 6 G 31.0 0. 0 47. 6 0.0 4. 9 120 FTG 4T PE 0.0 J 31.0 0.0 51.2 0.0 0.020 TL 178.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE 3/14/2014AM FILES\HRS SYSTEMS\HASS\JOB FILES\2013\ANIXTR OFFICE.SDF JOB TITLE: ANIXTR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 -83. 1 8.249 PL 10.00 PF 0 0 I 31 0 0 0 51.2 0.0 0.5 120 FTG ---- PE 0 0 J 31 0 0.0 51.2 0.0 0.000 TL 10.00 PV Pipe: 25 -166. 1 8.249 PL 10. 00 PF 0 0 J 31.0 0.0 51.2 0.0 1.0 120 FTG ---- PE 0 0 K 31.0 0.0 51.2 0.0 0.000 TL 10. 00 PV Pipe: 26 -249 2 8 249 PL 10 00 PF 0.0 K 31.0 0.0 51 2 0.0 1.5 120 FTG ---- PE 0.0 L 31 0 0.0 51 2 0.0 0 001 TL 10. 00 PV Pipe: 27 -332.3 8.249 PL 155.00 PF 0.2 L 31.0 0.0 51.2 0.0 2.0 120 FTG 33.0 PE 8 .2 M 12.0 0.0 59.7 0.0 0.001 TL 188.00 PV Pipe: 28 -332.3 8.249 PL 50.00 PF 0. 1 M 12 0 0.0 59.7 0.0 2.0 120 FTG TGA PE 3 5 AV 4 .0 0 0 63.3 0.0 0 001 TL 133.00 PV Pipe: 72 -332.3 8.249 PL 6. 00 PF 0. 1 AV 4.0 0.0 63.3 0 0 2.0 120 FTG 3EG PE 0. 9 BFO 2.0 0.0 64.2 0.0 0.001 TL 74 .00 PV Pipe: 73 FIXED PRESSURE LOSS DEVICE BFI 2.0 0.0 69.2 0.0 5.0 psi, 332.3 gpm BFO 2.0 0.0 64 .2 0.0 Pipe: 74 -332.3 8 249 PL 3. 00 PF 0. 0 BFI 2.0 0.0 69.2 0.0 2.0 120 FTG 2E PE 0. 4 RI 1.0 0 0 69.7 0.0 0 001 TL 45 00 PV Pipe: 75 -332.3 8 .390 PL 100 00 PF 0 2 RI 1 0 0.0 69.7 0.0 1. 9 140 FTG 2ETG PE 0. 9 S -1 0 SRCE 70.7 (N/A) 0.001 TL 228.00 PV NOTES (HASS) (1) Calculations were performed by the HASS 8.4 computer program under license no. 50080259 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE 3/14/2014AM FILES\HRS SYSTEMS\HASS\JOB FILES\2013\ANIXTR OFFICE SDF JOB TITLE ANIXTR (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.077 gpm. (3) Total pressure at each node is used in balancing the system Maximum water velocity is 18.0 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node S under full flow conditions is 81. 89 psi compared to the minimum required pressure of 20 00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: CUSTOM. PIP PAGE A MATERIAL: S40-TW HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5 00 1.380 3.00 6.00 2.00 7.00 6.00 1. 00 10.00 10 00 6 00 1. 610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8 00 2 635 8.00 17.00 6.00 19.00 10 00 1.00 14 .00 14.00 17 00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8 249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37 .00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8 390 31. 00 59.00 22.00 76.00 20.00 7. 00 59.00 O W H WATER SUPPLY ANALYSISFA H 100.0 Static: 85 00 psi Resid 63.00 psi Flow: 1768.0 gpm y w LEGEND r th � 1 Available pressure 82.18 psi @ 582 3 gpm z o H F-' 2 Required pressure z G 80.0 70.72 psi @ 582 3 gpm A. Source Supply Curve H U B. System Demand Curve � ro cn 7d G 2 / H Exro x �n r c� P 60.0 K R y cn E y S i m U c K in C7 E 40.0 0 0o r H ( r+7 C] H p z s En y i / 20.0 o w r H w to B / z H X H w 0.0 — — — — — — — — 0 H n M ro -14 7 1 0 m ro CD 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) •. v t..� .a .ti. .__._.,1�. .i... l...1 y,.ti . .a .....�$'}:i,.. Vf ��. i,Y:r!} .11'il'7:.'( =+J•rtu [�V ',C.I�.r•v :� %s�eylpt TFr, s.w �C_ i�... . ..•.t:. . . ...•'7 "_ '/KH '��{Te :I�- �(t•�it ;� ' �, .. � . ., . 1. >,r�,� .1•t l'• ; 1�� ►'� CLEARAf4 CIF ClP- 14TR IT Tpr1 ':MR i �t- i. ...ow:CLd:.:.s.wf+�dlw�e.�ewi/isil�e.'.tii ril• ..11ciYi'�'"iaa>e '•:�k.tY�l�.:u...bl....�..............w....�1 { ' ...�....� ....... .., t 24 cNoF- t"ymlNATt-:n Pt, clG-tAS-FAcCD DESIGNED .BY . ... ..� .. nA7AL�. NGIM-iLALUA . PLEXICsh1!; MS . 1N� GRlESE COMPANIES,, INC. SCALr!!b�� tr WEST.1IARTFORD GONN. NO.- -7 3— . h: 1111 LAT " TeIM� �1w FLPT O 1 * vim•+. b FOR CLJM�aA WC CC-PJTt�" C,t , 450 { i Kra.r. �+'i°' . . yl`Y''t'•Y '�p�L�n4 tll )Wv-s'J �GIQ+t�.�. E1= MUSE DRAWINGS AND SKrlCIICS AM: TIlE i'I2Ct'; i_RT't rr;: OF GRIM COM ANIL'S. INC. T;IF.r ARE fl;;.f•+ Trcr) ON A CONmr-J111AL WAS ANTI A!,r N01' TO M7. DIS. x~ 4. r' CLOSED OR rtrr,,DucrD C1iTNfitJr TH;: V i11CTGh1 I CONSENT OF FRIES[ comrAtMUL INC. � _ .•••arras--i-•r^mc+•-a.._ .. �. Revised 4i01//2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: o�Q BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date or 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$1,000 or any fraction thereof Tenant Designation Apt.No. .q APPLICANT APPLICANT ADDRESS 2 1 CC r 4 r _ r. F IC APPLICANT PHONE# / 3 2 W N St OWNER q� OWNER ADD S CC�ti�� y On OWNER PHONE C = ESTIMATED COST$ IS THIS A CONTRACT COST? _Yes _No o FEE ENCLOSED$ ' l Lj C / �U sO. CO�� TYPE OF JOB: R. New Installation 1�-A_`lteration/Addition/Repair S3� APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE,OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑I,E£IIDENTIAL USINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY G� ❑EDUCATIONAL ❑INSTITUTIONAL ❑EAC-TORY ENGINEER'S NAME PHONE Si TORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD A/ 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 v 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 / Ar C L--C C— 12 0, 'S —2- 771 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 � r DATE / Z 7 —C f• Quinn Electrical Company 26 Deer Park Drive East Longmeadow, MA 01028 (413) 526-5499 phone (413) 526-9541 fax To: State of Connecticut From: James M. Quinn RE: Electric/Building Permit Date: April 24`h,2007 I, James M. Quinn, President / CEO of QUINN ELECTRIC CO, 26 Deer Park Drive, East Longmeadow, MA hereby authorize Adam Connors, Project Coordinator, to acquire any permits on behalf of QUINN ELECTRIC CO. for any work necessary in the State of Connecticut. On Monday, April 25th 2007, we will begin to Replace 52 existing lighting fixtures with 24 new light fixtures at the address below. Qty.24 fixtures in the Warehouse Total Cost 13,218.00 Contact: Dave Goldberg Owner: Dave Goldberg Service Address: 1315 John Fitch Blvd. Owner Address: Same South Windsor CT. 06074 Phone: 860-289-8000 Licensed Contractor: James M. Quinn, CT. License# 184523 Licensed Contractor's Agent: Adam Connors Sincerely, James M. Quinn /� (j(! 1 IP f !r t �\ Y s DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT - APPR� -� 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspe� r Application must be printed or typed FEE SCHEDULE 3�'J cation of Jo $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ./ye I-)p,-i APPLICANT ADDRESS /621�esP.¢ 2— APPLICANT PHONE / - d,02 - 211/ - y00 0 �Vd N SF,q OWNER OWNER ADDRESS /v7/ y/X AI /-j 7`Cli 4?141� - cSo, -I k" W(A/ CJI sQ lz a tom, OWNER PHONE�9�/0000 ESTIMATED COST$ .� IS THIS A CONTRACT C -_Yes _No o � FEE ENCLOSED$ f�� TYPE OF JOB: SO R.C O 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 ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ElNO ❑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 k.L5 L) 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 NUIvBER 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 UW 00�Uagc- riftP A 14am 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. A —5 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT -e' -� L� dL� DATE 4 7 t 1 TOWN OF SOUTH WINDSOR AFFIDAVIT OF ACTUAL COSTS PERMIT NO: DATE The undersigned, being a duly authorized representative of, 4 do by this statement, certify that the actual costs shown below, of the project referenced by the Permit Number shown above,are true and accurate. This statement is being made pursuant to the Town of South Windsor Ordinance, Article II, Section 14-31, (a)thru (e), (see attached). understand that verification for accuracy of actual costs may be made at any time by the Building Official through an appraisal of the work at the expense of the property owner. I hereby certify that the actual cost of the work performed under this permit is: $ - 00 Signature of Permit Holder: Name(Please Print) koL f-S2- Date: -S_19 fo 7 ................................................................................. State of Connecticut] ] ss South Windsor Date: County of Hartford] Personally appeared , as aforesaid, Signer and sealer of the foregoing instrument and acknowledged the same to be his/her free act and deed, before me. Notary Public Commissioner of the Superior Court My commission expires on a BUILDINGS AND BUILDING REGULATIONS §14-31 ARTICLE I. IN GENERAL. cable utility shall be submitted to the building official prior to the issuance of the demolition Secs. 14-1-14-30. Reserved. permit. (h) Signs. The permit fee for signs shall be ARTICLE II. BUILDING CODE $15.00 per thousand, or fraction thereof, of the estimated cost of the sign and its installation. Sec. 14-31. Construction and alteration fees. (i) Engineering inspection fees. Where an engi- (a) Generally. The building permit and trade neering inspection is necessary to establish com- permit fees shall be $15.00 per thousand, or pliance with an approved sitelplot plan for the fraction thereof, of the cost of the construction. issuance of a certificate of occupancy according to the zoning and subdivision regulations,an inspec- (b) Certificate of occupancy. The certificate of tion fee of $35.00 shall be assessed when the occupancy fee shall be $10.00. request for a site inspection is made. (c) Cost of project. Building and trade permit (Code 1978, §§ 10-201, 10-203-10-205; Ord. No. fees shall be based upon the cost of construction 127, 11-9-90;Ord.No.139,§§10-201,10-203-10- and the materials to be supplied in conjunction 205, 10-10-96;Ord.No.156,§10-201,7-6-99;Ord. with the project described in the permit. The No. 165,§§ 10-200-10-205,3-4-02;Ord.No. 166, owner or contractor shall supply the building 6-17-02) official with an estimate of the total job covered under the permit. All trade permits shall have individual costs and fees. (d) Accepted value. The cost of materials and labor of a project accepted by the building official shall, in no case, be less than the guidelines offered for Connecticut in the latest building valuation data report published by BOCA[Build- ing Officials Conference of America] Interna- tional. (e) Affidavit. An affidavit under oath under penalties of false statement of actual final cost for all new structures and major additions shall be signed by the owner, agent or contractor for the project prior to the issuance of a certificate of occupancy; and the fee shall then be appropri- ately adjusted. Affidavits for other construction permit costs may be required by the building official. W Moving of buildings. The permit fee for moving a building shall be $15.00 per thousand, or fraction thereof, of the estimated cost of the move.Any additional costs,such as traffic control or newspaper advertising, shall be paid by the applicant in addition to the permit fee. (g) Demolition. The permit fee for the demoli- tion of buildings shall be$15.00 per thousand,or fraction thereof, of the estimated cost of the demolition. Letters of disconnect from any appli- Supp.No. 1 CD14:3 Quinn Electrical Company 26 Deer Park Drive East Longmeadow, MA 01028 (413) 526-5499 phone (413) 526-9541 fax To: State of Connecticut From: James M. Quinn RE: Electric/Building Permit Date: June 151h,2007 I, James M. Quinn, President / CEO of QUINN ELECTRIC CO, 26 Deer Park Drive, East Longmeadow, MA hereby authorize Thomas Smith, Project Coordinator, to acquire any permits on behalf of QUINN ELECTRIC CO. for any work necessary in the State of Connecticut. On Friday,June 18th 2007,we will begin to Retrofit 59 existing lighting fixtures with 59 new Ballast and 214 new lamps, also, replace 2 exit signs at the address below. Qty. 59 fixtures in the store. Total Cost 7830.00 Contact: Chad Longo Owner: Chad Longo 701 Nutmeg Rd.. Unlimited Sports and Paint South Windsor CT. South Windsor. CT. Phone: 860-289-1701 Phone: 860-289-1701 Licensed Contractor: James M. Quinn, CT. License# 184523 Licensed Contractor's Agent: Thomas Smith incerely, James M. Quinn i I, APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application4 BUILDING DEPARTMENT tV03ty. O 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# r Date B ing Inspector Application must be printed or typed FEE SCHEDULE --�� Location of Job: $0-$1,000=$15.00 1216- VC)N ti rT'" B1.110 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 11/A SS Ay ne^jT&,R-LW or any fraction thereof Tenant Designation Apt.No. APPLICANT 2 po m(E-Gs 25L+EC TRH(- APPLICANT ADDRESS Jd✓TN h/`lt,o,SOA A eT Oe.o7y APPLICANT'S PHONE# OWN S f OWNER �(/A SS A ✓ jCbe Al JTL/Z C q q� OWNER ADDRESS k S 11)1 A)VSOO— CT O V-7 OWNER PHONE ESTIMATED COST$ 3, uw-o L C � IS THIS A CONTRACT COST? Yes No f.. FEE ENCLOSED$ �� q TYPE OF JOB: 4�- Iln 24 Ib 016� I SCR,CO New Installation :Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATEP WITH A BUILDING PERMIT APPLICATION? 9 YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY I,/a c� BUSINESS nn ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ClJ7»m E2�'iA �- ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD Af(- SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK rrE LG c A,rE Idij IQC A1W,, bE l/1(,t.S litrcv x.,,A,tcT P&,.,eram. ,) �✓,�/�s T r Alzz-r ri �r IICEAnc✓c , Pt l.cc.^.-T E �frt M,,a ►AT >c I f,L THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK /,�-s,-)-3---/ E- / C CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE �31)"!y +1t 4 Quinn Electrical Co. Inc. 26 Deer Park Drive East Longmeadow, MA 01028 (413) 526-5499 Town Hall Town of South Windsor South Windsor, CT 06074 RE: Permit# 720769 Goldberg Louis H Etal 1315 John Fitch Blvd, South Windsor, CT 06074 To Whom It May Concern: Please be advised that the job is complete for the above-named. Feel free to inspect the property at your convenience. Quinn Electrical Co Inc does not require an inspection nor do we need to be present for the inspection unless the inspector feels it is necessary. If you have any questions or concerns I can be reached at 413-526-5499. Sincerely, rt- James Quinn President r .+ f Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# 1,bn 4H-k E wd- Date: ao�5 Sprinkler# j 500L72 Estimated Cost $ FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ 10 Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE t Appr.forCO Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ g Z The undersigned hereby applies to do work according to the following: Applicant_pp Cti LocationofWork 1 Z(6 C11,10 Lot No. Applicant's Address Q 7 R306 Tel # Town RIC,044rleld Zip 00 Lic.# Owner ,f[iL VO 10Qr . Architect COOS 1 Owr}pr's Address 1�a rune I Oyd r chitect's Address U ✓��J Zip Zip O&Q'1 Sq.Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit �- 1��'r �iJo ', ��/ A City Water Well J Septic System :1 Sewe 026�so Ins: HO Sp ert. Area Basement Garage Approved by -H� �' to 4 ".),-- C Use Group Construction Type Revised 1108 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 r ista e from all street lines,side yard lines,and required distances from all other zones and is located in which thi if and its us is allowed. Signed I hereby apply for a Certificate of Occupancy for the ork d th ication for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS e - INSPECTION FIELD SHEET O1/21/16 Printed by Peart, Dayshell 08 12 19 INSPECTION: 80745 FOOTING PERMIT: STATUS APPLICATION: 201501546 LOC: 1315 JOHN FITCH BLVD SOUTH WINDSOR PROPERTY ID: 47701315 OWNER: 1315 J F ASSOCIATES LLC CONTRACTOR: REQUEST BY: PROJ DESC: INTERIOR DEMO AND NEW ADA RESTROOMS WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 01/14/16 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION O1/14/16 ROSE N/A E001 ELECTRIC SERVICE O1/14/16 ROSE N/A E002 ELECTRIC UNDERGROUND O1/14/16 ROSE N/A E003 ELECTRIC ROUGH O1/14/16 ROSE N/A H002 HVAC UNDERGROUND O1/14/16 ROSE N/A H003 HVAC ROUGH O1/14/16 ROSE N/A P002 PLUMBING UNDERGROUND O1/14/16 ROSE N/A P003 PLUMBING ROUGH O1/14/16 ROSE N/A P004 PLUMBING GAS TEST O1/14/16 ROSE N/A S003 SPRINKLER ROUGH O1/14/16 ROSE N/A S005 HYDRO TEST O1/14/16 ROSE N/A B002 FOUNDATION O1/14/16 ROSE N/A B003 FRAMING (ROUGH) O1/14/16 ROSE N/A B004 INSULATION O1/15/16 DOUG PENDING BO10 FINAL SERAFINO @ 860-202-3461 cal for aid,exiting -01/19/16-"- DOUG " PASS BO10 FINAL MIKE @ 860-242-8586 O1/19/16 MAUL PASS F005 FM PENETRATIONS/SEPERATION APPROVED - CODE COMPLIANT O1/19/16 MAUL PASS P010 FM ABOVE CEILING APPROVED - CODE COMPLIANT INSPECTION FIELD SHEET O1/21/16 Printed by Peart, Dayshell 08 12 19 O1/19/16 MAUL PASS F015 FM FIRE ALARM TEST APPROVED - CODE COMPLIANT O1/19/16 MAUL PASS F025 FM EMERGENCY/EXIT LIGHTING APPROVED - CODE COMPLIANT O1/19/16 MAUL PASS F035 FM EXITS APPROVED - CODE COMPLIANT O1/19/16 MAUL PASS F040 CO -FIRE MARSHAL INSPECTION APPROVED - CODE COMPLIANT O1/20/16 FOLG PASS Z003 CO PLANNING INSPECTION APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH VnNDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT AP O 1540 SULLIVAN AVENUE 644-2511.ext. 230 Bldg;.Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0417000=$15.00 ��_i .) y Cv 'A Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt No. APPLICANT ��e we is r L—. �� y` ,c ` C o vA v-c_J o r L.L C� APPLICANT ADDRESS t3` '-E L [ ( Z APPLICANT'S PHONE# �� L G ? ,-L— 913 Y 1- OWNER - c`v c� l_'s o`Ch �D-�1i c► W N SF'9� OWNER ADDRESS 1 7 0 . t o ry tv. l R Q cA OWNER PHONE C C � ESTIMATED COST$�� O©® c> y ►l IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$. o TYPE OF JOB: a . SOR•COS New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A. BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY USINESS ❑. ASSEMBLY FEE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE. ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD . SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES. NUMBER OF OUTLETS NUMBER OF`I,IGHT FIXTURES NUMBER OF.HEAT CIRCUITS NUMBER-OF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED NEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK -7 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OFAPPLICAN DATE j l Z c3 j APPLICATION FOR PERMANENT SIGN PERMIT 1315 John Fitch Blvd. __-_._---- Zoning Approval:• `� Est. Cost: S % Ref. ___ _ Final Inspections: No. 11000004- Permit Fee: $ Building Approved: 6 Zoning ' v i Electric Permit# Applicant/Business Name Address /&/f 708A' Fi�cN Phone Location of Sign fjf t '5/6* — 5/-,t7er Zone TYPE of SIGN: all or❑ Free-standing ❑ New or replacement Illuminated? [�Kes ❑ No Proposed Sign Size(square feet) Sign Height 7"- No. of Existing signs on site Free-standing 12_Wall 3� I Description of sign materials and ligh ing: f Gcwt(.vt� Sec (�-�c.k d ' J� ATTACH DIAGRAM OF SIGN INCLUDING I have read, understand and /agree �to abide by the South Windsor Zoning Regulations, Signs. DIMENSIONS Applicant �"` ;(`f h C:�i- Date ��" ff �C' Jb1000-) Property Owner - � t� /��'�� u '►� Date APPLICATION FOR PERMANENT SIGN PERMIT To)► � ��, ' t Zoning Approval: 40 _1 15 �o�r h 1�1 ��L,'`�, Est. Cost: $ 52'`'`l Date: Permit Fee:$ Final Inspections: Sign Permit# IC,0005 Approved: Building Zonings are 3 Electrical Permit# `� r 54 14 Applicant: Business Name: �`� ��•�, Applicant Address: C4 Phone: ` - 2W Address of Proposed ign(s): 3) tY I��V� , Zone: TYPE of SIGN: Wall or❑ Free-standing dNew or❑ Replacement Illuminated?❑ No E Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height: Sq Ft of Existing signs on site: Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): 3 >S Sign Size(sq ft): Description of sign materials and lighting: L n IL,&Awia L� .0 u OX m ow\.A ATTACH ((�� / /� DIAGRAM OF C Y1(, yl-e I /P [1-G�S /�+��.t,� i��,w� ! I J2( SIGN I have read, un rstand d a r to abide by the South Windsor Zoning Regulations, Signs. INCLUDING DIMENSIONS Applicant: Date: Z - � AND MAP WITH L�" �` r' 1I�1 SIGN LOCATION Property Owner: See a 9, Date: ON PROPERTY '01 (.'o vc"' - ----------------------------------------------------------------------------- APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: ��u o Est. Cost: $ /000 Date: III Permit Fee: $ 15-1 Final Inspections: Sign Permit# Approved: _o r Building Electric Permit# Zoning 'Ale 3jaVI7 Applicant: Business Name: Applicant Address: �� : `f o1 Phone Address of Proposed Sign(s): �v�� ' :te-� Zone: TYPE of SIGN: [\�Wall or❑ Free-standing [j New or❑ Replacement Illuminated? No ❑Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height: Sq Ft of Existing signs on site: Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting: k w"� �VWA,.. ATTACH toeA w A\ o1�11. ( �;,�P'\c r' S DIAGRAM OF SIGN INCLUDING I have read, ndersta nd Vrpe to abide by the South Windsor Zoning Regulations, Signs. DIMENSIONS AND _ / MAP WITH SIGN Applicant: C`1' S L Date: I 12CL LOCATION ON PROPERTY Property Owner: CPC -r. R c C'N ¢(� Date: APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: Est. Cost:$ icY00 Date: ►L2- 6 Permit Fee:$ Final Inspections: Sign Permit# B Approved: Building _ 3 .� Zoning r�efcr Electrical Permit# Applicant: � �' �' Business Name: Applicant Address: C S k 64 Phone:b9c 1 4V Address of Proposed Sign(s): 13 i — 1 Nig Zone: TYPE of SIGN: [,Wall or❑Free-standing (�(New or❑Replacement Illuminated? No ❑Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height: Sq Ft of Existing signs on site: Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): S Sign Size(sq ft): 3� Description of si n materials and lighting: - t h wvx t vLk�-� a G-1(A ATTACH DIAGRAM OF r l!i 5 t S SIGN have read„ nderstan an a ree to abide by the South Windsor Zoning Regulations,Sign . INCLUDING DIMENSIONS Applicant: Date: r 2 AND MAP WITH SIGN LOCATION Property Owner: Pc (IC 11ke Date: ON PROPERTY - ----------------------------------------------------------------------------- APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: Est. Cost: $ Date: Permit Fee: $ Final Inspections: Sign Permit# Approved: Building Electric Permit# Zoning Applicant: Business Name: Applicant Address: Phone: Address of Proposed Sign(s): Zone: TYPE of SIGN: ❑Wall or❑Free-standing ❑New or❑ Replacement Illuminated?❑No ❑Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height: Sq Ft of Existing signs on site: Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting: ATTACH DIAGRAM OF SIGN INCLUDING I have read, understand and agree to abide by the South Windsor Zoning Regulations,Signs. DIMENSIONS AND MAP WITH SIGN Applicant: Date: LOCATION ON PROPERTY Property Owner. Date: PAGE 1 83'-1" 63" 44" 4," URNITUR - ATTRESS 41File Pismo FLUSH MOUNT LOGO&"OPEN TO PUBLIC"BOX SIGN LED CHANNEL FLUSH MOUNT AMER CAN FREIGHT FURNITURE 1/1"Bolts thru angle I LETTERS s WT.w'��'s RCT`�,shop Aa 2 5 9.14 s q ft 1. 8•Deep.063 Aluminum ReV ms•E BLUE 1. 5"Deep.063 Aluminum Returns- aluminum inner frame 3/B"Bolts thru angle ' ,; s f unHITUAE•AUTTRESS":WHITE 3. 11 "MetalMoldings•NAVYBLUE aluminum inner frame 1l2"Thru Bolts , 3, 316'Pleziglass Faces•White w�`:;&NAVY BLUE VINYL 2. 1"Vinyl Trim Cap• is 5.6323 4. 3 8"Threaded Rod•Thru Bolts 3/8"Threaded Rods 12"ion A 47 d"F1111MRE�IATTRES. WHITE E 1/2"Nuts ?�� 3. 316"Pleriglass Faces• AMERICAN FREIGHT 5. 38"Bolts 1i2"Nuts 1/8"Aluminum WHITE FURNITURE �, 6. 2"IQ'GaNanizedWa08rackets 1/8"Aluminum— -� RED Addy... Fish Plates a j (D 7. Low Voltage Wiring from LED Strip to Transformer Fish Plates i—j® & LED Powersource 4. .D63 Aluminum Backs• 1315 John Fitch Blvd 5. LED Lighting System w'High Intensity South Windsor CT 06074 1/2"UM t 9. LED Lighting System w High Intensity 1/2"Seal Titer (Est 400 Candles per Metere Square-GE Systems) (Est 400 Candles per Metere Square-GE Systems) 6. Low Voltage Wiring from LED Strip to Transformer Project •Is Heliarc®Welds 1C� 10. .063 Aluminum Backs• 7. LED Powersource behind wall •"""""•^"�"^"�" 1---)'"0 11. 316"Aluminum Angled Inner Frame 0=Hellarc®Welds 8. 1 4"Threaded Rod•Thru Bolt Acct.Rep Lynn Loader ■=Disconnect Switches 12 Weep Holes for Drainage Seat ALL penetrations WEATHER TIGHT(Typical for ciA Weep Holes for Drainage Designer Camilo A. ELECTRIC: 20amp 120v BEHIND WALL -J BOX p-Pevr«fapply lccnted within pe Date 01-13-16 83'-1" R«I•wn i D-�- I T srcueD • _1 eD. ihmma•-e-•�•-+yn.co... _. __ _ - - trer•�e•nwe�a•.a4 .. --..Mm FINAL CONN CONNECTION 6AL AS PER SURVEY • eg�'rxcpa"'' cararoatsn 172 East Industry Court, Deer Park NY 11729 Ph* 631-392-4040 Fax* 631-392-4030 JZO✓ eii&wl� (2t/-"'<A 1S e �1h� A)-' rlr- klP L � b`'S�- Va 1�s`—✓� �tr 10 i Zoo PAGE ALUMINUM File Name 2PANEL WITH AMERICAN FREIGHT FURNITURE i33i55 John Fitch Blvd SOUTH W(NDSOR CT o6o7q_Shop_v6a VINYL Scale 1:8.903 Client AMERICAN FREIGHT FURNITURE Address 1315 John Fitch Blvd South Windsor CT 06074 Project 194" ALUMINUM MPANEL WITH VINYL Acct.Rep Lynn Loader r- Designer Camilo A. AMERICAN FREIGHT �� Date 01-13-16 FURNITURE MATTRESS Comments: R—islon / Date 1 MAYF C TIONS THE ABOVE SPECIFICATIONS • HEREBY CONT T UNDERSTAND O ONE - •� - CONTENT OF WORK TO BE ►ERFORMEO THAT 1—ROVE THUS PROI—TO BEGIN: 0—Is Approval: DATE: SIGNED: Landlords Approval: SIGNED: ....ter• - �. = _.,�. .. _ _ _ __— _.__. __.._ M Ths d.aw:q u the Peprt7 d�1 MO+ Mc,and Y riSt.ro I.we W repredKO. nrrved 6/Fe[KW'Sip.IIK. FINAL ELECTRICAL .� CONNECTION BY AS PER SURVEY ' *1eg:nC3Mi;mCcmpany CUSTOMER 172 East Industry Court, Deer Park NV 11729 Ph# 631-392-4040 Fax# 631-392-4030 PAGE ALUMINUM Ile Name PANEL WITH AMERICAN FREIGHT John Fitch FURNITURE- L i55 John Fitch Blvd- 3SOUTHW DSORCTo6o7y_Shop_v6a cale VINYL 2:2.936 Qllsnt AMERICAN FREIGHT FURNITURE Addreaa 1315 John Fitch Blvd South Windsor CT 06074 Project ALUMINUM PANEL WITH VINYL Acct.Rep Lynn Loader 96" Designer Camilo A. Date 01-13-16 Comments: 'd VIM ` � � MATTRESSES•DINETTES 53" DIVING ROOMS•BEDROOMS Revision Date PUBLIC ENTRANCE 1 HAVE REVIEWED THE AYOVE S PE CIE I CATIONS R HEREBY Jf! �, FULLY UNDERSTAND THE CONTENT OF WORR TO BE PER M P FORED THAT 1 APROVE THIS PROJECT TO BEGIN: *- Clients APWoval: DATE- SIGNED: Landlords Approval: DATE: / / SIGNED: �►� stR ve®ragancysign.co ` Iclynn®ragoncyaign.<om e Tm,ena;Rl a m.P.".tv a R-t-q s11R i� ,. ... ..Ir..e M"s,-1'sp.rR- FINAL ELECTRICAL CONNECTION BY —C 7 AS PER SURVEY �� Cywg'�`ennpan CUSTOMER 172 East Industry Court, Deer Park NY 11729 Ph# 631-392-4040 Fax# 631-392-4030 f `2� PAGE Cc 1 83'-1" 63" 44" 41^ e �C �OC�pa C �� URNITUR - ATTRESS 41 � ' 2' '-11 2'-11 Flo Noting FLUSH MOUNT LOGO&"OPEN TO PUBLIC" BOX SIGN LED CHANNEL FLUSH MOUNT �YERICAN5FREIGHTFURNMRE- ♦ 3/8"Bolts thru angle LETTERS SOUTH'9 SO CToW_,i*A.n 2 5 9. 4 S q f 1 1. Deep.063 Aluminum Returns•NAVY BLUE 1. 5"De"M Ah�iuel Rehru- aluminum inner frame 3/6"Bolts thru angle "AMERICAN FREIGHT"8"FURNFNRE-MATTRESS":WHITE scolle 2 112'Metal Moldings•NAVY BLUE aluminum inner frame 1/2"Thru Bolts L 1^ z:5.6 z 3. 3,8" Pleaded R Faces•Whlte WIRED 8 NAVY BLUE VINYL 3/8"Threaded Rods 12"Long 0 "AMEAICAN FREE 6HT'E"FURNRURE-MATTRESS":WHITE 1/2^Nuts l 3 8"Threaded Rod•Thru Bolts r S. 3 8"Bohs 1/2"M l 311G"PleriDqu Faces• AMERICAN FREIGHT 1/8"Aluminum 6. 2%2'GaHanized Wall Brackets / "AMERICAN FREIGHT"WHITE FURNITURE 1/8"Aluminum "FURNITURE-MATTRESS :RED Addirtimin Fish Plates 7, Low Voltage Wiring from LED Strip to Transformer Fish Plates 4. .063 Aluminum Backs- 1315 John Fitch Blvd 8. LED Powersource 5. LED Lighting System w'High Intensity 1/2'Seal Tits 9. LED Lighting System w'High Intensity 1/2"Seal Tits (Est 400 Candles per Metere Square-GE Systems) South Windsor CT D6074 (ESL 400 Candles per Metere Square-GE Systems) 6. Low Voltage Wiring from LED Strip to Transformer 0=Heliarct9 Welds 10. ,063 Aluminum Backs• 7, LED Powersource behind wall —-^^�-^—L^^1"� 1 11. 3.16'Aluminum Angled Inner Frame •-Hellarc®Welds 8. Vil"Threaded Rod•Thru Bolt Acct.Rep Lynn Loader ■=Disconnect Switches 11 Weep Holes for Drainage Seoi ALL penetrotions WEATHER TIGHT(Typical for al .Weep Holes for Drainage ELECTRIC: 2 0 a m p 120v BEHIND WALL -J BOX [3-Power supply located within premiter under YPic ( al loi DII)line T _ Designer Camilo A. . Date 01-13-16 DM- 1 niiir�r�o"i eoHii-i-er wo^^re i r�vorwm nw�rwr.rovi I.OFrtT A YY-i 2'-11 r6NED: ATE._ D: Mr�lnrihr•T9/r!�"HP. nl FENAL■C"ON CAL BY c�es�Mow AS PER SURVEY gec�i3ny 172 East Industry Court, Deer Park NY 11729 Ph* 631-392-4040 Fax* 631-392-4030 PAGE ALUMINUM File Name PANEL WITH AMERWg FREIGHT FURNITURE 2i)55 John Fitch Blvd SOUTH W DSORCToW74_Shop v6.i cale VINYL 1:8.903 iiern AMERICAN FREIGHT FURNITURE Address 1315 John Fitch Blvd South Windsor CT 06074 Ploject ALUMINUM PANEL WITH VINYL Acct.Rep Lynn Loader Designer Camilo A. GMERICAN FRE{8NT � 92" Date 01-13-16 FURNITURE MATTRESS Comments: ` ` =^ Revision / Date --�, —........ +► X. 1 HAVE REVIEWED THE EABOVE RED F ULLY SPEC I S i UNDERSTAND TH FULLYTO -ORTHE CONTENT OF WORK VE ■E PERFECTED TNAT 1 AP►r10VE THIS PROJECT TO eEE1N: Ch—ts Approvel: DATE: / / SIGNED: Landlords Approvel: DATE: / / SIGNED: ry stove(&regencysign.o lynn�regencysign.com Thk*-win Y Ile pweti a I-. .'�s ll and al rob tF iR u (r rweductim rwnsd M R....,Sirs i:c J, FINAL ELECTRICAL CONNECTION BY •,— � Cylgreempany CUSTOMER ASPER SURVEY I72 East Industry Court, Deer Park NY 11729 Phil 631-392-4040 Fax# 631-392-4030 PAGE ALUMINUM File Name PANEL WITH AMERICAN FREIGHT FURNITURE- >,>,55 John Fitch Blvd- SOUTHW DSOR CT o6074_Shop_v6.1 VINYL e is�.936 Client AMERICAN FREIGHT FURNITURE y Address 1315 John Fitch Blvd South Windsor CT 06074 Project ALUMINUM PANEL WITH VINYL Acct.Rep Lynn Loader 96" Designer Camilo A. i Date 01-13-16 Comments: c i MATTRESSES•DINETTES 53" LIVING ROOMS•BEDROOMS Revision / Date RA PUBLIC I HAVE REVIEWED THE ABOVE SPECIFICATIONS B HEREBY 1B'� CON ENTNOF WORK OTO HE PERFORMED THAT 1 APPROVE THIS ►ROIECT TO BEGIN: �:IL Clients Approval: DATE: SIGNED: Landlords Approval: . SATE:_/_/ SIGNED: stevec�rogencysign-co 416� lynn�a�regencysign Th,r dewing n IhE pop"of Ft g-,S.gm Inc.and J rights to it,—for reproduction v ,+ f... ._ illllfi► 4,9A rE�"°d byM S7^s Inc. FINAL ELECTRICAL CONNECTION BY AS PER SURVEY ' Red;'CTX QW16,IiCewpany CUSTOMER 172 East Industry Court, Deer Park NY 11729 Ph# 631-392-4040 Fax# 631-392-4030 T Sign Service 23 Saybrook Road Essex, CT 06426 (860)767-7446 Fax(860)767-7447 www.CTSIGN.COM Letter of Authorization Property Owner/Arent Information: Company Name: �Q P'Kcni J_ Q� Mailing Addn;ss:):2�\'�_s ��11 _�141� City: ,, ` 'q State: Zip: ��--� Contact: Telephoner OSoq—@QW Fax Email: Site Address Inrormation: Company Name:_aMW W Il kQ S * U_ Street Address:_-A. Cite: ' t State: Zip. owner,agent.of: F � give C'oruiecticut Sign Service authorization to install signage at the above mentioned property. This letter shall also serve to authorize C6nnecamt Sigrr.Setvice to act as our agent i when applying.for necessary municipal approvals and permits. Signature of Property Owner/Agent: Y; 1 Date: Print Name: �"y i k t t r PAGE 1 83'1 . 83" 444"4,' i LUOC �a �0�� URNITURE,, - MATTRESS41" 2'-11 Ile Name FLUSH MOUNT LOGO A"OPEN TO PUBLIC"BOX SIGN LED CHANNEL FLUSH MOUNT AMERICAN FREIGHT FURNITURE• w s 0"Bolts thru angle I LETTERS �"F"�° 2 5 9.1 �F S 1 t g 1. 8'Deep.M3Aklminun AMlms•HAYP BLUE 1, 5"Deep.063 Alumimm Returns- sourHwrk�soRa�,�slDn_•c. ry aluminum inner frame 3/8"Bolts thru angle -AMERICAN FREIGHT"&'FURNITURE•MATTRESS":WHITE "1 2. 112'MeW Moldings•NAVY BLUE aluminum inner frame 1:5.6323 11 Thru Bofta 3. 3 1 S"Pleuglass Faces•White wi RED&NAVY BLUE VINYL' 2. 1"Vinyl Trio Cap• client 4, 3 B"Threaded Rod•Thru Bolts 3/8"Threaded Bsds 1 "AMERICAN FREIGHT"&"FURNITURE•MATTRESS WHITE 1 Z'No 3. ktfi'Pleugiass Faces• AMERICAN FREIGHT S, 38"Botts 1i2"N .AMERICAN FREIGHT"WHITE FURNITURE U L NUMBER Aluminum 6, 2"s2"Gaban¢ed Wall Brackets 1/8"Aluminum "FURNITURE-MATTRESS":RED Address Fish Plates 7, Low Voltage Wiring from LED Strip to Transformer Fish Plates 4• .0B3 Aluminum Backs //�� cs B. LED Powersource ` 1315 John or Fitch Blvd E—54O 1 S. LED Lighting00CSystem w eter hltensity, South Windsor CT 06074 t/2"Seal Tito �e 9, LED Lighting System w'High Intensity t/Y"ial TRe-'� (Est 400 Candles per Metere Square-GE Systems) (Est 400 Candles per Metere Square-GE Systems) 6. Low Voltage Wiring from LED Strip to Transformer =HellarcO Welds d 10. .063 Numinum Backs• I 7. LED Powersource behind wall ® 11, 316"Aluminum Angled Inner frame •=HeHarc®Welds B. 114"Threaded Rod•Thru Bolt Acct.Rep Lynn Loader �=Disconnect Switc es 12. Weep Holes for Drainage Seal ALL penetrations WEATHER TIGHT(Typical for a#).weep Holes for Drainage Designer Camilo A. ELECTRIC: 20amp 120v BEHIND WALL -J BOX p=Power supply located within proffuses Under tool fine(Typical for an). — Date 01-12-16 83'-1" cnnaD.Dr: OPEN Ft—hMon / Delft AMERICAN FREIGHT - a....�"a PUBLIC ,.. wrrONa•NaMe "D�aa M- TN or weaa r awn rowo..: D vwb,a. .M+i1f0.\:1..~ 910NEDi w IPnn®.-eMK►rlr.�" - - ,�.rbl►rvrYatr. FINAL ELECTRICAL CONNECTION 6T lywWreWn—C1jM&.Cqmpany CV3TO NER AS PER SURVEY I'Z East Industry Court. Deer Park NY 11729 Ph* 631-39Z-4040 Fax* 631-392-4030 PAGE ALUMINUM Fib Name PANEL WITH AMERW'AN FREIGHT FURNITURE 2 �333g mna FImI elFa- SOUTHWMDSORCTa6o7rLSllop T6.L VINYLScale is 8.go3 Client AMERICAN FREIGHT FURNITURE Address 5 1315 John Fitch Blvd South Windsor CT 06074 Project 19 ALUMINUM PANEL WITH VINYL „ - Acct.Rep Lynn Loader Designer Camilo A. 11lAEllICAM fAElQIIlT Date 01-13-16 9299 FURNITURE MATTRESS Comments: a ReviWon / Date 1 HAVE REVIEWED THE ABOVE SPECIFICATIONS i HEREBY FULLY UNDERSTAND TH CONTENT OF WORK TO a PERFORMED THAT I PERFO AMROVE THI PROJECT TO B-NN: Clients Approval: DATE:_/_/ SIGNED: Landlords Approval: DATE:_/_/ SIGNED: stave@regencysign.co lynn@regencysign.com Thu dnei"'u theF^w> b of ti[My Sqm I—Rm IIIrwft to its—Mr-P-doatlen r..lr..a by Rysay Sit-b.- FINAL ELECTRICAL CONNECTION BY Re � CUSTOMER AS PER SURVEY �` ¢�' "y 172 East Industry Court. Deer Park NY 11729 Ph# 631-392-4040 Fax# E31-392-4030 PAGE ALUMINUM File Name PANEL WITH AMERICAN FREIGHT FURNITURE- 3 >,33iSS John Filch BIFd- SOUTH WMDSORRo6o7�Slwp_r6.>, VINYL 1e is 2.936 Client AMERICAN FREIGHT FURNITURE Address 1315 John Fitch Blvd South Windsor CT 06074 Projea i ALUMINUM PANEL WITH VINYL Acct.Rep Lynn Loader 96" Designer Camilo A. Date 01-13-16 w Comments: _ • -All Revision / Oate PUBLIC ENTRANCE 1 NAVE REVIEWED THE ABOVE f. S•ECIFICATIONS • HERE" FULLY UNDERSTAND THE CONTENT OF WORK TO B PERFORMED THAT 1 AP►ROYE THIS PRO/ECT TO BEGIN: Cl- Approval: DATE:_/_/ SIGNED: - Landlords Approval: DATE:_/_/ SIGNED: sbw®rBg�ncysign.co lynn®rBgancysign.com Thk&-wk stapqagal AEi1Nigns Ill-and-1 rVlb t-Ib rs-fir npeda:eal ma sd by A{RRy Sirs Im FINAL ELECTRICAL CONNECTION BY g><rQ311jIdvy CUSTOMER ASPER SURVEY 172 East Industry Court. Deer Park NY 11729 Ph# 631-392-4040 Fax# 631-392-4030 �+ APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval ct LEIS ohn .h IyrA Est.Cost:$ Date: /I oa lic Permit Fee:$ ' Final Ins ctions: Sign Permit# I&Q06,_0 t z& Approved: Zoning orondin Electrical Permit# f a0 :3 �'�' Applicant: LBusiness Name: S LL� Applicant Address: Phone: Address of Proposed Sign(s): 13) �b'vi n Zone: TYPE of SIGN: (;Wall or❑Free-standing ❑New or,Replacement Illuminated?,J�(No ❑Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft):A&Sign Height: Sq Ft of Existing signs on site: Free-standing:_Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting: e�j , u al wt"a ,, i�. raw ATTACH C`3Y�' ' ' ,✓lam ,, t luoi �JDIAGRAM OF SIGN I have read,understand and agree ide a South sorZo g Regulations,Signs.' �t�'ewk INCLUDING DIMENSIONS Applicant: Date: AND MAP WITH SIGN LOCATION Property Owner: t 'y �1 Date: ON PROPERTY a24 /S - ----------------------------------------------------------------------------- APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: Est. Cost: $ Date: Permit Fee:$ Final Inspections: Sign Permit# Approved: _ Building Electric Permit# Zoning Applicant: Business Name: Applicant Address: Phone: Address of Proposed Sign(s): Zone: TYPE of SIGN: ❑Wall or❑Free-standing [:]New or❑Replacement Illuminated?❑No ❑Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height: Sq Ft of Existing signs on site:Free-standing:_Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting: ATTACH DIAGRAM OF SIGN INCLUDING I have read,understand and agree to abide by the South Windsor Zoning Regulations,Signs. DIMENSIONS AND Applicant: MAP WITH SIGN A PP Date: LOCATION ON PROPERTY Property Owner: Date: l♦ ( � h t ,:�,� °ti'L`t4"'•�4*-ti;f,,�a tt3��', `ere.�.,�.0- ._... _ j .a • ii pp . tE! �t• r is� '�► Z sG d4�'!yy T PROPOSED S'X16' SIGN ON ALUMINUM TUBE FRAME 192" 0 APPLICATION FOR PERMANENT SIGN PERMIT Zoning APproval: .C . 1315 John Fitch Blvd. Est.Cost: Date: s $ Permit Fee:$ Final Insp ctio s: Sign Permit# 14000498 Approved: Building � �1 Zoning Electrical Pe it# Applicant: Business Name: Vu rq Applicant Address: ` 'V Phone: — 1 5 Address of Proposed Sign(s): Zone: TYPE of SIGN: all or❑Free-standing New or❑Replacement Illuminated? No El (electrical permit required) Proposed Free- nding Sign: Size(sq ft): ( Sign Height: Sq Ft of Existing si ns on site:Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): jZA_ Description of sign materials and I' ting: `1� Atwwttrcwt A ;�a� ATTACH DIAGRAM OF SIGN I ave reaA6dersnde t bide the South Windsor Zoning Regulations,Signs. INCLUDING DIMENSIONS Applicant: Date: AND MAP WITH SIGN LOCATION ON PROPERTY Property O Date: ;20tq 0 iz ----------------------------------------------------------------------------- APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: Est.Cost: $ Date: Permit Fee:$ Final Inspections: Sign Permit# Approved: _ Building Electric Permit# Zoning Applicant: Business Name: Applicant Address: Phone: Address of Proposed Sign(s): Zone: 4E of SIGN: ❑Wall or❑Free-standing ❑New or❑Replacement Illuminated?❑No ❑Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height: Sq Ft of Existing signs on site:Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting: ATTACH DIAGRAM OF SIGN INCLUDING have read,understand and agree to abide by the South Windsor Zoning Regulations,Signs. DIMENSIONS AND i MAP WITH SIGN ; Applicant: Date: LOCATION ON PROPERTY Property Owner. Date: 3' ANDER -r Ag,ja',m s .�M Electric # 10 C0 54} APPLICATION FOR BUILDING PERMIT Plumbing# 1315 John Fitch B1tI HVAC# ,�61� date: Sprinkler# Estimated Cost $ Z S G �G FINAL APPROVALS Permit Fee $ �'S. Building COMPLETE RED BOXED AREAS �� Occupancy Fee $ Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE t Appr.for CO. Total Fee $ 3 S7S• TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Sf V u-e.►-'t Zrt 0 F-G &-5r Location of Work 1 -'rr4 tl(&,J LotNo. Applicant's Address &Vd Tel # IYGc •Z E q- 6C6 V Town Cr Zip .04074 Lic.# 01 0 01r Z Owner,/A))A�S Architect PIPS Fr ,ve P ,' Owner's Address /3 I S' J.,Lii �-r,,4 61 VG1 Architect's Address /1-7 c it 6 e U C T Zip c:6 4 G Z Zip Sq.Ft.New Area: 1st FI. Zr o,,0 2nd FI. 3rd FI. Total New Area Purpose of this permit aAmdd �i./�•+'ru�4 S�vw /1c•�M City Water❑ Well 0 Septic System❑ Sewer O Ins: HO SP Cert. Area Basement, .- Garage Approved b� Date 42Y -1,0 Use Group Construction Type I[05, 1159,Ct Revised 1108 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 specificatior;s of the Building for which this permit is asked,and agree that this building is to be located the proper distanc m all street lines,side yard lines,and required distances from all other zones and is located in whic hi buildin lowed. ---�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 T Electric # A PPBi tgATION FOR BUILDING PERMIT Plumbing# 1315 JohnFitc HVAC#�DI►nz0SE 13000593 FDate: ,,o-8 3 Sprinkler# FINAL APP -1 Estimated Cost $�7� Permit Fee $ `f2(I Building AND COMPLETE RED BOXED AREAS Occupancy Fee $ EngineeringCGS 9 TYPE OR PRINT ONLY En Ins Fee $ Affidavit g' p' Appr.forCO. 110- SIGN ON REVERSE SIDE t q14 Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 274<7 The undersigned hereby applies to do work according to the following: Applicant AV Location ofWorlV3/ Lot No. Applicant's Address U/Ll c �I" T _ Tel # 13 3 Town z�.577,i6erAZ/e Zip Gf Lic.#*/le 05�6117731 Owner J0 6--r01-T Architect Owner's Address,/ 134'QI3 Architect's Address Zip Zip Sq.Ft.New Area: 1 st FI. 2nd FI. 3rd FI. 1 Total New Area Purpose of this perm: R=-r0o1= 9" ►L.Z 1 s��✓S��-Zt�o'� �i7 lrr A D1��J �P.z7.�►-1 �v �+- .+?vim� � 6,Qoo s� — City Water:1 Well J Septic System J Sewer❑ 3614 5-1 Ins: HO S e . Area Basement Garage Approved by Date Use Group Construction Type Revised 1108 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 wh 011ts building and its use is allowed. Signed I hereby apply for a Certificate of Occu n y for the work de--ssc�cribed in this-application for the permit. Signed _ re—Zlrri/l( DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS l Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# f 315 Tyhn 1='t iz,h 01 ycl Date: /U - 2 G /6 Sprinkler# Estimated Cost $29 S 00_0- 17 FINAL APPROVALS Permit Fee $ w wilding L0 YY1e6fan�. _ COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering -- TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit - IIIN- SIGN ON REVERSE SIDE -4 1Appr.for CO. Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ -94- 79Y(pg b The undersigned hereby applies to do work according to the following: /3rs Applicant cn �/Yla✓�� j /jo.[. ��_LocationofWork S -kn f% LU Lot No. Applicant's Address k yi[c-5e- 4vc Tel # ':Flcf"Z Town I&I/, k''/,••I/ �� Zip 0G OG 7 Lip.#�06 2 G`1 Owner Jon t X �n C- Architect Owner's Address 2 30 1 P, r.o k bb✓U - r`L 64962Fchitect's Address Zip Zip Sq. Ft. New Area: 1 st Fl. 2nd FI. 3rd FI. Total New Area Purpose of this permit Rc re -70 3 6 0 sc,`f o 1 P U City Water Well J Septic System J Sewer J J¢/(,0/57/ Ins: HO SP Cert. / Area Basement Garage Approved by Dater' '` , Use GroupZ Construction Type Revised 1108 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 buildings and its use is allowed. I hereby apply for a Certificate of Occupancy for the work described in this application for the Hermit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 03/13/23 Printed by Middleton, Morgan 11 51 51 INSPECTION: 90636 FINAL PERMIT: STATUS: APPLICATION: 201601571 LOC: 1315 JOHN FITCH BLVD SOUTH WINDSOR PROPERTY ID: 47701315 OWNER: 1315 J F ASSOCIATES LLC CONTRACTOR: REQUEST BY: PROJ DESC: REMOVE AND REPLACE 70,350 SQ. FT. OF TOP LAYER OF ROOF WITH WORK ORDER: INSPECTOR: WS-B RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 03/13/23 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: INSPECTED BY VALERIE I � fli � - r I h i , - - ; �- � I V I " j r I . f a N..le 4p 1 O,p f lll�_ ie i Ig. I t U .4 - . I O�Ofl "-0 �, -m-v, _� I -01 , -, -, , I �� fd�,ve; '-.r/ ., / 11 ��ll I � . - _��Lw I Y -w-a I b, _- - 1. � — - — - _______7r__ _�_�_��,__. I I � �,.�_— - T w,"Os , 0 0 --z- � . . W - z g 4___ . I --m-1, m._-__ P- � ,... . :- - . - I - " � � -- .1 � " . I - - . . . a . . - - 1:1 - . . � _ .1. .-- -- � � . . - . I � � � . 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I--I A ¢ 1 , I � �--� x � � Ip � � � � GAS - - 12x12 UP TO EF-1 ► - GAS GAS ON ROOF I c As REFER TO DETAIL I , III < • I I I 8°0 ALUMN. UP TO EF-2 ON L i 7-1 n ....... !c-• - # .---.- — - Ll '� I I ? I G , J -------------------------------- I - • i CUT 3 Exiting Gas Line to remain ` PRO E5S t CUT 5 A-15x15-S00 --I ._- -- -- --- -- --- ' 1 GAS—GA —GAS—GAS I I CUT 6 I ------------- - m =------- --- - . a_ Reznor Blower can't treater � � REVISIONS: N �` Model UDB�P250 � ARGE 18x70 � 16"4 UP TO EF-3 ON ROOF DIFFUSERS SHALL BE DROPPED TO A I REFER TO DETAIL �16"� MAX. OF 18' OY FINISH FLOOR I UP TO EF-3 ON ROOF i r TERMINATE WITH HIRE MESH _ _ T� u a2x1# Q I n I ��E REFER TO DETAIL A1tGE _ I ; I 1 I TERMINf F-�TH WIRE MESH --- -� --'-'—'�S—GAS ARGE m m i I -1 GAS—.—G v� MUA t � - 2700 �30x18 LINED',Ril6 HARGE GAS ` 18x10 1 I � 18"0 ALUMN. UP TO EF-a .� � ! -1:xc15-90C1 a ON ROOF P E � CONDENSATE TO EXTERIOR � R TO DETAIL _ CO Tf SHALL BE CPVC INSULATED 6IP p UMN�. DN I y T p H STRIPER;EXF3 BUST + l V O W R H F� E � 1 —�G TYPICAL 9 LJ O F 0.F CF — $"0 � I PROVIDE �A ABOVE CEILING TO PUMP — CONDENSING �— HIGH ALONG WARE HOUSE WALL l UNIT ON ROOF — a DATE: 03/07/2014 ETCH 4 L.L �Ct T —J — T I I PROJECT #: 13102 74 tE : COND - - I ENSING DINATE ALL DUC UNIT ON j / y // __ _ _ , SCALE: AS NOTED PRIOR TO ANY ITH SPRINKLERGo TOR / / PR{)YIDE 7`CONDENSATE !D Ek1E3�lOR I ' CONDENSATE SF L BE CPVC INSULATED I I I ARE II�n\\\I I �j j, / ; / /// f / / , ;• I CARo HVA+C PROPOSED FLOOR PLAN U -� FLOOR PLAN ' SCALE: -G°' U a J, F� uth dsor z RECEIVED nt OV ktey- ---H ,n � swwaw �:...• a �a:aq Patty �n^•cr r. D' �D" 6D' 9D' PERPETUAL SEWER INSPECTION EASEMENT IN FAVOR OF THE SCALE11= , TOWN OF SOUTH WINDSOR. VOLUME 2408, PAGE 112 s , CL-CB TF=9740 0 D@auH STRONG ROAD Inv. In=92.7 T.F.=97.37 - -- S E: Q S S S�S CB 4 v> T.F=95.8(1 N t c=96.50 S36' 19'35"W Inv, ln=93.3 ~ t c=97.54 _ O b c=96A0 b/c-97.04 2D.0 542.28' •�•�••••«•••••••«•�»••« ___ S53"40' 5„E Inv. Out=93.2 ®....w..r......,.......»..«..r......r.,..............«......�...R «.rwrrsw«r.r *«r�rrrw+w.r®«w+rrw�«w. srww«. . c_ 2 t L' __v (275.0' TO EASEMENT) b/c=9585 " n _ I.Pipe a 12 Hl1PE M�o Found CB a Riprap 0 ' c TF.=95.44 s C:::::Bi#. Curb Inv. In=93.3 O `� fnv. Out=93 3 j 93.2 + 93.2 93.3 ; j t c=96.75 Q Bit, parking Area b/c=96.25 N533*40'25"W • 96.E3 11 SHAH egit. CUf�j 20.0' I I T.F.=97.13 932 + 1 Inv. In=89.88 + 93 4 + 93.2 fnv. Out=89.84 ; t/c=97.15 vrS99 � b/c=96.65 I a o°aag aaa Ripr� Forebay o {i q �� C'n c. curb, u��Q' 93.2 Q i A 4 at 4 eo 97.03 �� j t conc. Walk n t LEGEND 97.00 HC Sign cn 'C t F.E.S. �-` ..uv-_._ _ ...--.__.._ ••••�•••�• PROPEFtTYISTREETLINE FE.S. 9700 M r' fnv.=93.28 fnv.=93.30 -' HC Sign "; fj UTILITY POLE FE.S. p " 1 `o `j ` CATCH BASIN fnv.=93.26 HC Sign ;.;. ,,, � � SANITARY MANHOLE i r sa,, " ; -----S------ SANITARY SEWER MAIN o ��W1 _.__.. � OE OVERHEAD ELECTRICAL LINES a _. AGE MAIN -w- ziI ER Cfeanout D T a MAIN WV Inv.=92.76iNATER VALVE -. _..._ _.. N1F NASSAU G GAS MAIN 1E 1-112 Copper # 1315 SITE LIGHTING CB SIGN DMH- ^ F.F.=100.10° In in-93.8 S _ .__ ._ .. _ -- -. __ CONTOUR :...... Inv..,,.�t��'3".�� T.F.-96.30 1 25 Pole () TREE D fnv. Out=93.8 a, o v i Water Meter c� Bit, Parking Area CB ! T.F.=95.94 ZONING Inv. In=94.5 _,....... • fnv. 00=93.8 t 1 Inv.=93.58 _ ., q cry n . __..__�.. ZONING DATA BLOCK ZONE: INDUSTRIAL (1); USE. ALLOWED/REQUIRED PROV./PROPOSED o TOTAL PARCEL AREA 30,000 SF min. 276,740± SF N/FIt _ MARYLOU LLC ...••� � � cn 10C1 FT. 490± FT. VOL. 1381 PAGE 220 Area o - LOT FRONTAGE Bi#. Parking (PROCESSING & �_ LOT DEPTH 150 FT. 542± FT. DISTRIBUTION) ` FRONT YARD 35 Ft. (min.) 59.3t FT SIDE YARD 10 Ft. (miry.) 23.0t FT REAR YARD 25 Ft. (min.) N/A -- IMPERVIOUS COVERAGE 65% (max.)* 64.9t% 5 Existing wolf _ LOT COVERAGE 50% (max.) 33.3% Pack Lights --- Reploced with New EXISTING BUILDING -- _- _ o HEIGHT 40 FT. < 40 FT PARKING 132 SP.** 116 SP.** (OFFICE) 90 a W SURVEY NOTES; <b c__ 1. THIS SURVEY AND MAP WERE PREPARED IN ACCORDANCE WITH THE 5 New Wall Pock ..._._._.,_ o o l 0 REGULATIONS OF 1 a , ANIXTER, INC. l Lights Per Site j THRU 20-300b--20 AND THE T"STANDARDS FOR ICUT STATE CSURVEYS LAND MAPS INTHE # 1305 llPlan Dwg. C-3 0 Z STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF AREA LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY AND 276,740 SQ. FT, F.F.=101.2 ' }I m �'. � "n TOPOGRAPHIC SURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND 6.353 ACRES I HC Sign ="' �- �,' ,,, TOPOGRAPHIC ACCURACY CLASS T-2. IT IS INTENDED TO DEPICT DEED LINES, sa LINES OF OCCUPATION, EASEMENTS AND ENCROACHMENTS AFFECTING THE PROPERTY. THE PROPERTY/BOUNDARY DETERMINATION OPINION PRESENTED HEREON IS BASED ON A RESURVEY. 2. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS ENTITLED: (WAREHOUSE- :, y; + `-° o A. "PROPERTY OF NASSAU FURNITURE CO. STRONG ST. & ROUTE 5 SO. STORAGE) 'i HC Sign ! WINDSOR, CONN PLOT PLAN" PREPARED BY BOUD SURVEYING, SCALE C: 1"=40', DATED 10-28-72 AND REVISED ON 11-4-72. SOUTH WINDSOR r LAND RECORDS MAP #1169A. •✓ M. "RESURVEY RESURVEY PREPARED FOR: KASHETA FARMS, INC. 1275 & 1281 JOHN 1 - C--` 'C c M. FITCH BOULEVARD SOUTH WINDSOR, CONNECTICUT SITE PLAN" PREPARED BY DESIGN PROFESSIONALS, INC., SCALE 1"=40', DATED 6-23-04 AND REVISED LAST ON 10-4-04. SOUTH WINDSOR LAND RECORDS MAP #3199. t i 1 3, BEARINGS AND ELEVATIONS DEPICTED HEREON ARE BASED ON THE MAP I t i 1 REFERENCED IN NOTE 2X it. Curd CL&P 4. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY s { 4 B 16457 INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES Bit Walk THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL. SUCH UTILITIES IN THE 't ! AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES Cone. Pad �n NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT w 6� Bit• Walk Area LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE ' x. Bit. Parking 0 LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE 2' Pipe SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES, Cgna Pad g1 �o ound 5. DEPICTED HEREON ARE THE RESULT OF A FIELD SURVEY IN g6• . . . 0. •b... `' x !. orate _. .. . _. . . . ._ _ '� '• . --..• .. . _.. . . . ._ a � .�- `�, 1#. Curb', i SEPTEM$ERE201�45 x_ . . . _ . . . � . . . _ . . . - .k. . , � . . . B O � S � $ ' y, 9�2 . .. _ 5' Pole 9y3 2„ 1,Pipe o� D.16 g11 ��. ��. gwate 606.06' (TOTAL) 1 LPin Found N52°58'4 7"W •®�r�r��arwwr.r.,www.+�ss�.rrorrwerr«rrrswwAwaw�wu�rwr�rw�ww+unw+wrer�rw�we►w�rrra,r«sws�wwwrrr««ww�wrwwrwrs�rr�r«�r�rAwr,wa.«rrw�.r�.r,rrrrMrs.r..«rrrs'�rrrrrr�r « r« rrw�wrrrwsrw+��wr��►« ......e.....�...............,.......•� « 500.0f3' a ,� I� r �r_ti, Found _--- - -- -_' 2" I.Pipe 106.06' � EXISTING BUILDING i_ � `16457 IMPROVEMENT � ON SU"n ET Found I Pin � , � Found ji ',BUILT LAND NOW OR FORMERLY OF Nil= N/F BRIAN HALLER t 1315 J F ASSOCIATES, LLC KASHETA FARMS, INC. VOL. 615, PAGE 338 VOL. 474, PAGE 425 VOLUME 2389, PAGE 257 AND VOLUME 2389, PAGE 259 ' 1315 JOHN FITCH BOULEVARD, CT. ROUTE 5 � SOUTH WINDSOR, CONNECTICUT . e,� 14-001 TO THE BEST Q £ � (7LR�E AND BELIEF THIS 1CB No.. MAP IS SUS$ C{IiZFi,CT,AS NOTED HEREON SCALE: 1" Q' DATE: SEPTEMBER 7,2014 f 3y,� z P 75 SURVEYING SERVICE LLC (86011285-0327 09/17/14 PER TOWN COMMENTS J NA HAN TAR , .%l•'°I %% L.S.#70075 REVISIONS: MATIAHUCA AVE.,WINDSOR,0T. SHEET: I UF1 ddD10111;0i Source Information Rate of Flow Test 1 Info: 914114 Location of flow test data: g FIRE PUMP Flaw TEST ,� �I 1 ! r Calculation results for Design Area 1 - REMOTE AREA DtlrBe of flow test data: > r - "-""�+�� This system as shown on HARTFORD SPRINKLER C01141'ANY company print no dated 9/01I f15 / ter - -- for AMERICAN FREIGHT FURNITURE at 1315 JOHN FITCH BLVD FLUID SOLUTIONS FIRE PUMP TEST 914f14 ~ Source Data Pants Pump Data Paints �� (( contract no 112.0 Is designed to discharge at a rats of 0.2 gpmfft2,kurninlm�)of Moor area over N a maximum area of 1200 ft'' when supplied with water at a rate of 10-0-0- onmat 9�_at the base of the riser. Pressure Flow Pressure Flow !-1 150.00 0.00 . ' Hose stream allowance of Is Included In fl1e above. Occupancy classification: Number of heads flowing: 12 143.00 471.00 16!' .�'l Commodity classification: System Type: wet 126.00 942,00 . - ,�:Ji Maximum r storage n�: Maximum velocity: 41.6 ftts 19 P 1 P 6. L" J i\1 0 5 tl A I Qt YL S H O L L O E. 6 f.h6l e-1 56 H, Z+O, WITH H T!f R�.�3}i i=)2 �N 3 I ►�10 l3 64 G1C 619 ST 110.00 1413.0t3 i_ IRON t-ITTI N G5, t�U,f)0 i tit14e00 Flow front to-Rack sprinklers: 0 gpm Pressum Required at Source: 99.4 psi Flow from Overhead.sprinklers: 1000.3 gpm Pressure Available at Source: 11 1 pal r Flow Inside Hoses: i�gpm surplus Pressure at source 1s,s psi Z) F1 P[_Z,19 MO Ll�IZ&ER SOU 5E� i3 t C]6,56t1, ►O, W I T H 1�0 t fry 6fLOOV�S /I NO F17T#NCrS, Geier flxad so Outside Hoses: 4 qpm 3J >91/L 01 M�A�l$1 D N S /3it 1*GC'1V T L YL T•4 6 Ln1T_>'rL Total flow In system piping'. 1000.3gpm �+�Abt,WORK 00 HATEAMI, 60bb 13F- IN ACLORV M66- WITH AF.A �. 0)3, Zt3I4, ' Additional flow atlbeyond source: 250 grim N i C„ i Total of all flows: 1250-3gpm S) HA N&F-YL5 ShALA, Of- FIt�.10 GGG(t76 y211 S Ve(L IV,F P,0,1113, ZQ 10, - �111c,, its I N o3 }o s' ial iD1 I _ - .. -� ... lL a7 t 19i ZZ, < ? I✓f I -. _ -1 #� 10-8 ir10-Cj At v �� 1 aCZ'`✓ --� Y r YVMI 4-.4-i1/,, / \i r�/ / 1h,{ - _T.1-: i l ' T -. a %T_ , �Jt�trl� '1 ib q ! t! -_L _____ � _ - ! �e3l'nke 1 {flfet SVStem L - oa3� EMOTE AREA emand Calculatlottsusing Hazer Ifi s ethy l '� zrL O= anc Classificailon; FtF-- Iv 41• o k _ ) t,Lp_ , i 11.. _ . •-' -_i" . Additionalb6ignArea Rene Hose: 0.2�-� V __'.T�._� eslgn Area Size: \� } �,•'1 °�-0 "d �- = --- -r--s 6'"so��, =� - - - �-= -- Notes:12 MOST REMOTg PENDENT LP46 2-b 4 -- - ! t ' � 1trz « �1, _'-'�-- -• 7h,- _; f CLlr. $'� 4� ' 4 -vim 001 lu coo L }iLt-0410- Calculation results€car Design Area 2 - REMOTE AREA This system as shown on HARTFORD SPRINKLER COMPANY company print no dated 9101116 for AMERICAN FREIGHT FURNITURE at 1315 JOHN FITCf f SM contract rta 112.0 is designed to discharge at a rate of 0.2 gpmltt'(I./minfm')I of floor area everot" a maximum area of 1200 W when supplied with water at a rate of 695.4 gprn at qLS osiat tFre base of the riser. f.Hose stream allowance of is Included In the above.Occupancy classification., Number of heads flowingt, 12Commodity classification: System Type: Wet Maximum storage height: Maximum velocity: 52.68 M Storage arrangement: Flow from lnRack sprinklers. 0 gpm Pressure Required at Source: 109.1 psi 5" Flaw from Overhead sprinklers: 895.4 gpm Pressure Available at Source: 11fl:�si t�}' - Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: ip fy psi , Flow from Outside Hoses: 0 gpm Ito _ Other fixed Howe: 0 gpm 21 5 �1S Total flow in system piping: 895.4 gpm 191)RTI l?L l 5T, F GQ b A P4 0IV 10 11 L t!1 i l L lit Irx -St Additional flow atlbeyond source: 2$0 grim Total ofa�flows: 1145.49pm a 0_�-) 162°5RaSS FfN�JfNT 5eRItJKLfA,, 16 Z5. L) V4601 -rye, Slit)r�'s. 14 Fluid Solutions L.L.C. 797 �• `J �`o r ,t 101 Lyon Lane PUMP RATING NORTH D� 2°g Z-0 Jab; AMERkCAN FREt6HT EMNITUi E l3irm ngltam,Alabama 35211 --- ► �7 5 Address: 1315 JOHN FITCHBLVD DESIGN AND INSTALLA11ON NOTES ��}Z -SPRINKLER HEADS SHALL BE INSTALLED AT A MAXIMUM Phone:(205)705.1497•Fax:(205)705.1498 ,V�i ° 1 r. ° kiz Z%Z ,2 t ty s.WINDSOR State: CT ap/Pvstai Code: - RI LER Website:tuww.fiuidsiia.com Z fi it Connect# 112.0 bate, 9rbi1f6 Contraofoc HARTFORDSPRINKLER( gnat: GK -STORAGE TO BE A MINIMUM OF 18" BELOW DEFLECTOR Company Name: Anixter Address: 4 BRITTt1N;DRIVE -SPRINKLER HEADS SHALT. BE INSTALLED PER VICTAULIC Address: 1315 John Frtcb Boulevard CEO: BLOOMFIELD State: CT 41Postal Code:MW2 SUBMITTAL SHEET 40.95 AND STORAGE DESIGN GUIDE Phone: Fax i~ntgik 4Q.99 AS WELL AS THE INSTALLATION REQUIREMENTS OF CitylStatetZip: south Windsor,CT 06074 AppM NF"PA 13, 2010 SECTION $11 FOR CMSA SPRINKLER HEADS. Subcontracted By: Ronco Fire Protection 20 IkL `s i)t Zob1iL 411 D Atttharfty: r;iTY(3F5,WINDSOR -pE�C,j CRITERfA PER V1t;TAULIC DESIGN t 1QE FOR iP46Telephone. (774)266-5039 iin_t3efeulfs Sfandards• NFPA13 25.2K PEVDENTS. THE 12 MOST HYDRAULICALLY DEMANDING Default Sprig Site: 1 Default Drop Size: d � � I Default Sprig Material: 40 Default Drop Material: 40 SPRINKLER HEADS ARE DESIGNED TO DISCHARGE A MINIMUM Pump Manufacturer. Fire Pump Pump type: HSC OF 7 PSI AT $4I(1 GPM TOTAL. Manufacturer: AC Fire Pump Capacity: 1250 GPM Suction Diameter: 8 Default Sprig Elevation: 0 Default Drop Elevation' 10' Model Number: 6x6x13F Design Pressure: 50 PSI Discharge Diameter. 6 (� 1 Serial Number: 14-070264 01-014EIIQKU150 Pump Speed: 1780 RPM to za1. zo Test Identification: Startup Test Date: 914114 lzn! li ao )La11 Service Technician: Ron Foster ' i �_ i FIRE PUMP PERFORMANCE TEST DATA 8$ f I Design Area 2 wet System -� -r 17-ro 250 REMOTE AREA 1 SPEED ANY NET OISC»•INISE SUCTION SPEED PHASEI PHASE2 PHASE3 PHASEI.2 PFAS'E1.3 PHASEZ3 INBOARD OI,FBOAA.D NETFI.OW NETBOOST SPEED CORN. HD.CORR. NEMITY Demand Cal WWIQrtwa using liazen- I=MetliO(i i FLOW (P50 (�0 ("Ni µM) {ANM (,aws1 (vaT* (MLTS (,O TS) DEARM BEARING ( 0 0'�0 BOOST FACTOR HD tror+Fe OCC W_"_CIassiflcaElol� i - - _ Des�n Area Density: 0.20 :a i i;� ftidonal Outside Hose: 250 1 150 86 1790 85 Sb 85 207 207 207 82 92 0 64 0 63 0.00 63.3 Nslgn Area.Size: I 1 2 143 84 1784 99 99 101 205 206 206 89 &5 47f 59 470 59 0.13 58.9 li Ncier 12 MOST REMOTE PENDENT LP46 � J, 1_ 3 126 73 1780 122 120 124 205 205 206 99 104 942 63 942 53 0.52 53.5 r4 (�} ACV If, 4 110 62 1777 142 139 f41 204 205 205 108 108 1413 48 1415 48 1.18 49.3 (V' 5 90 53 f776 f46 142 146 204 205 204 108 106 1884 37 1888 31 2.f7 39.3 �Q HO F I TCi H &LV 1 NOZZLE O1SMWE PAOT PITOT MOT PITOT PTrDT PITOF PNOF Prf07 CERTIFIEDCURVE PRO7 FROT 1 d ITOTALFLOW DENATION PEwoRMNCE.OATA FLOW PONT. sin HOSE ;FT) NWIE No 1 NO 2 N0.3 NO.4 NO 5 NO 5 NO 7 NO 3 NO 9 NO.10 1 i 6a (x�) caEF (P$a ms) (Pao 0'84 �) msR iPso (PSI) tPst> (Pao (cPKt) ocl Fura(cPN1) BDOSF 5k 1 1.75 50 0.99 0 0 69 SI i� rl NN; NO SCALE 2 1.15 50 099 28 471 t250 50 SiG, / -) - 3 1.75 50 0:99 28 28 942 1875 40 '< 4 1.75 50 0.99 28 28 28 1413 Qy UGC 5 1.76 50 0 09 28 28 28 28 1894 �rS -r iTL&- TEST ANA ISAND SERVICE RECOMMENDATIONS A t1FE10reFGnCUr 'y ?) �� - T 6 H 0 LV i'? Rt)NAID F.RflARK V RA t� " U i'•61141 _ O UT H U1/I 1V S Y}, GT, >'��TE - 8-z3-1t- e� p HAICTF0917 SpRiNKLEa 60,) V6,, SPN ET NO. 1 �F 1T7 i� �t2� �bGOr�FI�UUr GT Q6QOZ Source ttdarmatlon Date of Flow Test I Info; 914114 Location of flow test data: FIRE PUMP FLOW TEST l � ) \ / ,.-� # - 1 s"�� Calculation results for Design Area 1 - REMOTE AREA } -t- l This system as shown on HARTFORD SPRINKLER COMPANY company print no dated 9IQ'i f`16 goorceof flow test data: - y � __._-_/ - ` for AMERICAN FREIGHT FURNITURE at 1315 JOHN fiTCH BLVi3 FLUID SOLUTIONS FIR[:PUMP TEST 9I4I14 -- b contract no 112.0 Is designed to discharge at a rate of 0.2 gpm/ft2(Uminfm2)of floor area over So rce data Points Pum Data Paints /� maximum area of 1200 ft2 when supplied with water at a rate of 1000,3 u rnat 95 psi at the base of the riser. Pr$ssttre I Flow Pressure I Flow l l Hose stream allowance of -- Is included in the above. 150.00 0.00 Occupancy classification: Number of heads flowing: 12 143.00 471.00 6aa �1 Commodity classification: System Type: wet 126.00 942.00 AMaximum storage height: Maximum velocity: 416 fttf_ E0 p E EP6- L`' ,(11 Np Storage arrangement: 110.00 1413.00 )RON HTT1 N G'a, 90.00 1884.00 Flow from In-Rack sprinklers. 0 gpm Pressure Required at Source: 99.4 psi Ct + }= Flow from Overhead sprinklers: 1000.3 gpm Pressure Available at Source: 11 s1 Z� P)Pf-7.lU liNO 1,6 R L9 511 A L, I�� E3 W1616 .�Ci'#`f j 10 W IT H � t b_r)2&AOOV LDS &JO f'"f+T T/N 6-5, Flowfrom inside Hoses: 0 gpm Surptds Pressure at Source: 16.8 psi i i Flow from Outside Hoses: 0 gpm - - Otherfiixedflows: ogpmt?IM6NS I!}N�a t�r21;GL'NT Yt TOGLNT YL, Total flaw in system piping: 1000,3 gpm t)A t,G W 0 RK 6 NJ9 Min TEE R i A L 6 N 6 bL 13 F IN A r,(-O AD 8 r46 .. W IT O A F,P, J 3, ZO 10 Additional flow atlbeyond source. 260 QRm N,I1 („ iry Total of all flows: 1250.3gpm S) NAN&E(L5 5HfIL,(, 09 Flat.i9 G�GI� V 11S P.e& MA PM,")3, ;010, _ f"l G� - -- PfNOTUS L:,XIE TINE- PtPl7 , 4-1 -i��- s for I _ ` 101��T _ i�0-0' ! lli ti. Aiw 110-0. So I't b , /i �^ lE`' .41 �iti V \t --' r r r +- -- t Ito �1��v. zTi: _._ 'i�l ° Jh. ' 6�c4rl6Gfl 1e ,{� r r, CIS f �' _ L _� . ' . _ __ 407 o -; De riAt9 Wet to t-li, - _ - A ��_' y REMOTE IIL { _ _ _ _ emend Cafiaitatlortausing Hazer( imams MethT , r+,-_� t OcoU and+Glass'sfica#ant TL1._ { gn Area Denslty: 0.20 21� I I Additional OutsEde Hose: 250 �, Cry 1t g --�o-�---- �; �Q_0 . f0-0 i eslgn Area Size. l-4 - �- - -_- _ t f�i"�r `- -"_ -- -��- -- Notes:12 MOST lt: io'r PENDENT LP46 t Doti .�.,.�...,-. _ �_ ..� � ..r»..._._._. _.....1. . Calculation results for Design Area 2 - REMOTE AREA i i r�- --��t yiZ ----•- .. -- -y� llL oat This system as shown on HARTFORD SPRINKLER COMPANY company print rrcf T �`� T I�- _ 11, for AMEBIC 4N FREIGHT HJF TURE at 1315 JOHN FITCH BLVD � - - ' contract no 112.0 is designed to discharge at a rate of 02 gpmlft2(L./mInim2;<of floor area over - - - - 1 _ a, a maximum area of 1200 ft' where supplied witFi wafer at a rate of 895.4 aqua at 1fl4.8 Psiat the base of the riser. �.�-__ �'r r' Hasa stream allowance of Is Included In the above. E} i - - - - _. . ` Occupancy classificatlon: Number of heads flowing: 12 - - }S - Commodity classification; System Type: Wet Maximum storage height: Maximum velocity: 52.68 ftfs Storage arrangement: Flow from in�Rack sprinklers: 0 gpm Pressure required at Source: 109.1 psi Flow from Overhead sprinklers: 895.4 gpm Pressure Available at Source: 119.8 psi Flow from inside doses: 0 gpm Surplus Pressure at Source: 10.6 psi , Flow from Outside Hoses: 0 gpm %110 tine Other fixed flows: 0 nom :99 �1 Total flow in system piping: 895.4 gpm E9t)RTI t)L 15T, F LO 0)Z P1 A PJ 1 r L II_ z t lie, r3# Additional flow allbeyond source: 250 uom Total of all flows: 1145.4gpm DROSS Ff-NAWT SPRINKLEYL, i6`ZS.Z, V460I �)I is �, Fluid Solutions L.L.C. �,, 101 Lyon Lens PUMP RATING j�( b R T H 79� _ Q .Io ._,sMER1t;AN 15JOi�tl RN1TU E DESIGN AND INSTALLATION NOTES- Phone:(205)7fi5-1497 a Fax:1205)7t15.1d98 GOOD ° x°9 z- � - f Birmingham,Alabama 3521'1 uT7 s Address: 1315 JOHN FITCH BLVD Ilti ° i)t Z% S,;MND50R state: CT Zip/PoSW Code: -SPRINKLER HEADS SHALL BE INSTALLED AT A MANUUti1 WsbsttE:vilww.fluidsils.com C�t1111dt 112.0 Date: 9101/16 �}F 100 SQ.FT - Contractor HARTFORDSPRINKLERC9OM ner: GK -STORAGE TO BE A MINIMUM OF 1$ BELOW DEFLECTOR Company Name: Anixter Addre�: 4 BRITTON.DRIVE -SPRINKLER HEADS SHALL BE INSTALLED PER VICTAULIC Address: 1315 John Fitch Boulevard City: BLOOMFIELD State: CT Zip/Postai Code:06002 SUBMITTAL SHEET 40.95 AND STORAGE DESIGN GUIDE CitylState0p: South Windsor,CT 06074 ,- Phone: Fax Emat 40.99 AS MLL AS THE INSTALLATION REQUIREMENTS OF 101 '- NF'PA 13. 2010 SECTION 8.11 FOR CMSA SPRINKLER HEARS. Subcontracted Reno Fire Protection �n 1 ___ I L EE Appr4ying Au#hority CiTY'3F S,W1ND8()R -DESIGN CN�IA PER VECTAUEJC DESIGN GUIDE FOR LP46 Telephone: (774)266.5039 E s itL Lob 1 Des m Defaults_ Standards: NFPA13 25..2K PENDENTS. THE 12 MOST HYDRAULICALLY DEMANDING Default Sprig Size. 1 Default Drop Size: i Pump identification: Fire Pump Pump Type: HSC _1 Default Sprig Matellal: 40 Defatlt Drop Material: 4Q SPRINKLER FEEADS ARI DE$1GN£D TQ D1SCEiARGE A hgNll{UM Manufacturer: AC Fire Pump Capaclty: 1250 GPM Suction Diameter: 8 Default Sprig Elevation: 0 Default prop Elevation: 10' OF 7 PSI AT 800 GPM TOTAL. Model Number.- 8x6x13F Design Discharge Diameter 6 O,fJ1 Serial Number: 14-07026"l-U1-fE11,00150 Pump peed: 1780 RPM Lai L°z L°3 O 1 Test identification: Startup Test Date: 914/14 ial za t ox b ,ti Service Technician: Ron Foster /j +q tA� �+ -�1 /- FIRE PUMP PERFORMANCE TEST DATA !'J P C3 1. t iJeS rS Areal Wet.btem t 7"b SPEW SPEED VELOCITY NET Z50 REMOTE AREA �� {� D�emandtCyta�fsyxria#ion�sy�using Hazen-Williams=Y[etfir�d ( FLOWPO oi5CH07tOE SUCTION SPEED PWSE1 PHASEz PNASE.S 1"SEW% P(VOL S) 1PI"MIAB6AM °Ur84�D NE7ftON! NETB°Osr w CORK EFACTOR. D CORR. . Demand C Liam'l�t.i using � f (P" (PS9 (RPM OM) OHIS) (AMPS} (If01.l�i (VOLTS) ryp175'1 9EtRiJC �AAYiO ram) (PSI) FLOW(WM BOOST FACTOR HD EORR Design Area Density: 0.20 1 150 86 1790 85 85 85 207 207 207 82 92 0 64 0 63 0.00 63.3 Additional Outside Hose: 250 € Design Area Size,, 2 143 84 1784 N 99 101 205 206 206 89 85 471 59 470 59 0.13 58.9 Notes 12 MOST REMOTE PENDENT LP46 �_ 1 � S 126 73 1780 122 120 124 205 205 205 99 104 942 53 942 53 OS2 53.5 ? AN � 4 1t0 62 1777 142 139 141 204 205 205 SOS 108 1413 48 1415 48 1.18 49.3 5 90 63 1776 146 142 145 204 205 204 108 106 18M 37 1 1888 37 7-11 39.3 ITO Hiv f'I TC.H UV O EN ��- d.l CER-M CURVE NOZZLE OISCFURGE PROF PRO7 PaaDT P1TOF PROF PITOT PNOT P"C', PRO" i- TOTALFLOW OEVIATWN pE'RFORMANCEDATA i�i FLOW PO SIZE NOSE (FT) NOZZLE NO 1 NO 2 NO.3 NO.4 NO 5 NOS NO 7 NO 6 NO 9 N0.10 a ( l FLONtGPN) BOOST U° tRi) COEF. (PSO "I M tPs9 (PSI) tPSI) (°so tPsD (Psn IF81) - _ 1 1a5 sD D.ss o a sD SITE P&PW NO SCALE 2 1.75 50 1 099 28 471 1250 50 S c-, r'�`I'� _ 942 1875 40 3 1.75 5D US 26 28 � yo 4 115 50 0.99 25 28 28 1413 w G� t� 5 1.76 50 0.99 28 28 28 28 1884 c=Z r ITLL ! a uC.rre.aoo �MEIZfGt�N i=R �GNI I�Rh1/?"U TEST ANALYSISANQSERYiCERECOMMENDATIONS t 41EUF ��(rj JOHN F1T H OjLVP RONAt D F.ROARK t SOUTH W I N P S (L) G 1 , F_CT, HAPF091) SPRINKLEa L0; It�G. �c 9c.r• / -� O - t2►T-foN OYZ r l3U HFI�L1), CT 0600-L -FEET NO, ! Of- C �J ' 11 " 1I 4 ILL t 4 t L. A .1 1 1 a t ate/ • a a I a f i • i a "'4 j Coping Gravel Stop �� /I I 1I I QUICK SHIP PROGRAM Fascia " All products in the CentiMark program are available in the "Quick Ship"program, - - '�• Counter Flashing • I -• •I •I I• except Gutters and Downspouts. In this program,the most common Edge Metal r products,in the most common sizes,and in the most popular colors and finishes,are available to ship'the next business day. Glitters & Downspouts • 10 Products • 10 Most Popular Colors/Finishes • 4 Most Common Sizes • 4 Most Common Materials/Gauges - +♦ Welded accessories are not part of the Quick Ship Program. T / 2,000linear ft.fascia!1,000linear ft.coping maximum.Lead time for quantities above Quick Ship maximum to be verified at time of order. r #Orders received before 12 noon Eastern time will ship by the end of the following business day. QUICK SHIP COLORS/FINISHES •I• Statuary BronzeDove Gray FAtoey •-I I I I I- I 1 Sandstone Concord Cream Bone White Sierra Tan ANSI/SPRI E-5-1 ff' White TPO Clad Basic Drip Edge and Gravel Stop MITI Clear Anodized available for Quick Ship.Please contact Brian 2O 25 Yea,.,-I - I Adams with questions. - For program details or to order,please call Brian Adams at 828-676-1740 or visit we'rrA 4.5. EPB.CentiMarkEdge.com.The process is fast and simple! //0—/5755 k,,p� Wth' d w4rwit45- OMow. Superior productivity. Superior performance. post Ahd Easy R O O F I N G 153 BOWLES ROAD,AGAWAM,MA 01001 USA /hS�r,tttit/Oh PRODUCTS 800-633-3800 413.789-0252 OMGROOFING.COM • • Copyright©2016 CMG,Inc.All rights reserved. ® PYO YC.f M Opt/Otis CEI YT/MA,RK fj Innovative Roofing and Flooring Solutions CentiMark Edge Metal products by OMG Roofing Products are designed, EDGE A N D FASCIA P R O D U CTS ACCESSORIES tested and warranted to meet code requirements. Good, better, best options ensure that you et the right product for our project Y 9 9 P Y P J CENTIMARK BASIC GRAVEL STOP CENTIMARK BASIC EXTENDER • ANSI/SPRI ES-1 and/or Factory Mutual approved Consists of a formed 24-ga.(0.65mm)galvanized cleat, The CentiMark Basic Extender snap-on fascia cover and 4-in.(101 mm)hidden splice plate. system consists of a 2.25-in. • 20 to 25 year warranties with 110 mph to 155 mph wind warranties Available in .040(1.02mm)aluminum or 24-ga.(0.65mm) (57mm),24-ga.(0.65mm) a • 30 colors available,- 10 in 1-day Quick Ship program (see back page) Kynar-coated galvanized steel or TPO clad 24-ga.(0.65mm). galvanized continuous cleat • Highly competitive pricing to compete with shop-fabricated products Sizes:4.0-,5.5-,7.0-and 8.5-in.(101, 140, 178 and 216mm). 41 and a formed .040(1.02mm) • Includes fasteners and pre-punched slotted holes to ensure proper spacing aluminum or 24-ga.(0.65mm) • Custom crates provide maximum protection during transit • CENTIMARK BASIC DRIP EDGE galvanized fascia extender.CentiMark Basic • All products supplied in standard,easy-to-calculate 10-ft.(3.05m)sections Consists of a formed 24-ga.(0.65mm)galvanized cleat,fascia Extender is available from 3-to 12-in. (76- , �` cover and 4-in.(101 mm)hidden splice plate.Available in.040 305mm)to accommodate most requirements. or.050(1.02 or 1.27mm)aluminum or 24-ga.(0.65mm)Kynar- coated galvanized steel.Sizes:3.0-,4.5-,6.0-and 7.5-in.(76, CENTIMARK CONCEALED COPING PRODUCTS _ __; TERM BAR AND t 114, 152 and 191mm). COUNTER FLASHING CentiMark coping products are designed for walls ranging from 6-to 24-in.(152 to 610mm)wide. Consists of a 2.25-in.(57mm),24-ga.(0.65mm) CENTIMARK ENHANCED FASCIA retainer and available in24g CENTIMARK BASIC COPING Consists of a 20-ga.(0.95mm)continuous galvanized cleat, 0 aluminum cover that snaps in 1 . � r rr • r . Includes a 24-ga.(0.65mm)continuous galvanized cleat,formed snap-on fascia cover and hidden splice plate.Galvanized 0 place.Counter Flashing is a -� coping cap and hidden 4-in.(101 mm)splice plate.Available cleat is pre-punched with slotted holes 12-in.(300mm)on one-piece design pre-punched r r in .040 or.050(1.02 or 1.27mm)aluminum or 24-ga.(0.65mm) center, includes fasteners,and a choice of.040 or.050-in. 12-in.(300mm)on center,and r r 1 02 or 1.27mm)formed aluminum or 24- a (0.65mm)Kynar Kynar-coated galvanized steel. ( g � designed for wall-terminated - coated galvanized steel.Sizes:3.75-,5.25-,6.75-and 8.25-in. roofing materials. CENTIMARK ENHANCED COPING (95, 133, 171 and 210mm). Includes a 20-ga.(0.95mm)galvanized steel cleat,formed coping cap and hidden splice plate with internal chair CENTIMARK PRIME FASCIA drainage system. .050(1.27mm)cover.24-ga.(0.65mm)aluminum Consists of a heavy-duty.100-in.(2.54mm)extruded continuous cover available. aluminum cleat,snap-on fascia cover and hidden internal splice • --- - - plate.Cleat is pre-punched with slotted holes 12-in.(300mm) CENTIMARK PRIME COPING on center,includes fasteners,and comes with a choice of.040 Features a prime coping with.050(1.27mm)performance cap, or.050(1.02 or 1.27mm)aluminum or 24-ga.(0.65mm)Kynar 16-ga.(1.59mm)galvanized steel cleat,snap-on formed coping coated galvanized steel cover.Sizes:3.75,5.25,6.75,8.25 cap and hidden splice plate with internal chair drainage system. and 11.25-in.(95,133,171,210 and 286mm). Custom sizes,welded radius,corners and end-caps available. r DRAINAGE SYSTEMS Designed to match your building's exterior design and handle various water volumes. CENTIMARK BASIC GUTTER CENTIMARK DOWNSPOUTS`* - ----„ Available in.040 or.050(1.02 or 1.27mm)aluminum or 24-ga.(0.65mm) Feature a factory fabricated offset for concealed joints and specialty starter Kynar coated galvanized steel and come with concealed splice plates tubes that channel water. Each 10-ft.(3.05m)section shipped with three straps. and internal straps for clean lines and easy installation.Optional external Elbows, inside/outside miters,caps and expansion joints available. hangers'available for large water volumes and/or snow loads. '"Downspouts require additional lead time `External hangers require additional lead time Not available in Quick Ship program. .- Not available in Quick Ship program. r r 92'- 11 %2" 4'-0" 83'-6" -- — tl'i/'fl lflG r/•#K ;2e .2:1N tYp G�1AOl<t�vC. Ip M = . NASSAU " S Weekend Elevation dimension detail - Neon illuminated channel letters with white acrylic faces that are covered with translucent mango vinyl. Returns of letters are painted to match Vinyl - applied striping is non-illuminated and is painted AN423D6. Trim cap is black. to match AN423D6. Non - illuminated "pan" background is fabricated from .060" aluminum plate with flush-butt seaming. "Pan" is painted to match AN476G5 Dark Teal Neon illuminated channel letters with white acrylic faces. Returns of letters are white. Trim cap is black. arVx artfxsi9 ns.com 0 27 Britton Drive, Bloomfield, CT 06002 860-242-0031 800-466-4278 Fax 860-242-2898 Project: Scale: Date: Drawn by: Checked by: Sheet: ./ These plans are copyrighted by ARTfx.Unless purchased for a preset price,they are the exclusive property of ARTtx. They are submitted to you for the sole ► purpose of your consideration of whether to purchase from ARTtx,a sign manufactured according to these plans Distribution or exhibition of these plans beyond Nassau's Weekend Warehouse 1/8"=1'-0" 12/10/10 PS LR s G " 5 your company is forbidden unless ARTfx receives a reimbursement of no less than$500 per page Your acceptance of these plans binds you to this agreement i I R I � L/C--z J Sec dcfiQrl Sec P � F yto IL 41 Scope of Work: Installation of electric fire pump assembly 1250 G.P.M.fire pump Notes: All dimensions are center to center. All work and material shall be in accordance with NFPA 13 2002 edition. Hangers shall be field located per NFPA 13 2002 edition. Title: Anixter 1315 John Fitch Blvd South Windsor CT Portland,CT Drawn By: KK Hartford Sprinkler Company Inc. Date: 7/20/2014 4 Britton Drive Scale: 3/8"=V-0 Bloomfield,CT 06002 ..w�_ a ..._. ..�.�. � ,... �'K,wM ,,.�._._ -.,_..�,............-.,z.spti.�v-�_+.re. _ . -y�:At.�.^-0:'�t�.....— a .�: �. .. ....__,. .c.�.�_ ..< e.-._.�yr?"a.•. _. - ,vim.rvi.S�.6.�a��.w:w'-'a�.:iv.K•�- UNDERGROUND STORAGE PG. of 57..7E E COnmental Pr Departmenr of Environmental Proterl on EPHM-6 NEW 10/85 a FACILITY NOTIFICATION 2 UNDERGROUND STORAGE FACILITIES 'ROGRAM 3. FOR STATE A SITE I.D HAZARDOUS MATERIALS MANAGEMEN UNIT AGENCY USE ONLY �Z 165 Capitol Avenue,Hartford,CT 06 06 6 � FIRST - B.DATE RCVD BY D E.P C.DATE ENTERED H la. NOTIFICATION -- TEL.556-4630 u SITE LD. - -- N OR , PLEASE TYPE.All THREE COPIES MUST•iE LEGIBLE! ry�r�'r [DGRI1 COORDINATES E.DOES fACILITY MEET NEW REQUIREMENTS? SUBSEQUENT (If checked,b. ❑ NOTIFICATION enter No.) Refer to INSTRUCTIONS FOR FILING NOTIFICATION before completing form. — Y YES ❑NO LOCATION SITE NAME NO AND STREET / ) NEAREST INTERSECTING STREET CITY OR TOWN STATE 5 LATITUDE �E i LONGITUDE rT 4. OF FACILITYIN o ~lit fn i_j�fjI �'I �1 ! S d�• (? BUSINESS NAME AND NAME ( NO AND STREET /� CITY OR TOWN /` STATE ZIP CODE TELEPHONE 6. MAILING ADDRESS i �(Gr (�// /J i J�i�/i A n - / /(� � (/�L/- -'�_., L1�� L ® ( f AP ) co NAME NO.AND STREET • CI OR TOWN OWN STATE ZIP CODE TELEPHONE z 7. FACILITY OWNER U W 8. TYPE OF OWNER PRIVATE ❑ STATE ❑ MUNICIPAL FEDERAL(G.S.A. No. to OPERATOR/CONTACI NAME /� / NO.AND STREET T '�` ` / /� / ,,/ CITY OR TOWN STATE ZIP CODE TELEPHONE 9. PERSON 6 i C iq �JL-t (j' /� �J J V^ '^ I 4 6( l/!�I 3 r �,��✓f�� C 060 71 10. 110. Ilb. 12a. 124. STATUS 13. TYPE OF 14. CONTENTS- 15.CONSTRUCTION 16.PROTECTION 17. INTEGRAL Y DATE CONTENTS MATERIALS N RNAL b. EXTERNAL PIPING SYSTEM 18, 19. FAILURE TANK ID. DATE OF Z- TOTAL p I EST.QUANTITY v CHEMICAL NAME OF PRINCIPAL Z a. b. DATE OF MONITORING DETERMINATION INSTALLATION ° CAPACITY Z w TANK SUBSTANCE v w V O a V Z z _ INSTALLATION V e V I LEFT STORED O p V a-Q p— p'w O a z a� (Gals.) O Q w LAST o_ Q a v_ oc-N p t- Q_ ,,m a SYSTEM CONDUCTED. O v (not trade name.) w _ O V 1 ' 0 OR pif > Ljpv, w o. OV u., ua a I (Mo./Yr.) x o w o f (i(any). 0 w m v_a = d— p Z x w Q Q S �z w - I f"YES enter DATE" w# � Z USED a 0- — (Enter C.A.S. No. if known) w w a �- =w o- w D Q Z I (Gals.) J w t w _m z a 0, p Z Z Q O O Q~O O�n o i t 0 REPLACEMENT (Speufy type and attach results). Z Q I (Mo./Yr.) O w U Q ..v N "oc U V 3 V 0 O s (Mo./Yr.) from list Bi If"NO",enter"NO") Example 5/75 30 5000 X Heating fuel #2 X X H 5 5/75 U NO �/ 11 lflt-Trichloroethone Example 7/60 — 8000 X 8/78 X CA//S#79016 X X E 7 7/60 U U z O U w to 20. HAVE YOU ATTACHED SKETCH OF TANKS AND LOCATION? ❑ YES 22.CERTIFICATION: I certify under penalty of law that 1 have personally °. I NATURE 22b DATE SIGNED examined and am familiar with the information submitted in this and all attached z 21. COMMENTS: documents and that based on my inquiry of those individuals immediately responsible for obtaining the information,I believe that the submitted information is true, v H accurate and complete.Penalties:any owner who knowingly foils to notify sholl be 22d.OFFICIAL TITLE(of owner ar authorized U subject to a civil penalty not to exceed$10,000 for each tank for which notification 22c.NAME 17 re W ype or Prinfl presentative). to is not given or for which false information is submitted. n. / ^ S- 1 eC J COPY 2 . SEND TO LOCAL FIRE MARSHAL (3 /j 4 I I