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Home My WebLink About125 Ellington Road (18)DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT Applicat' TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT3 5 APPRO 1540 SULLIVAN AVENUE Ap 644-2511 ext. 230 Bldg.Permit# Date r B ing nspector Application must be printed or typed FEE SCHEDULE Location of Job: 125 Ellington Road 0-$1,000=$15.00 Street No. Street Lot No.Over$1,000= 15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT Dougias Beck B-G Mechanical Contractors Inc APPLICANT ADDRESS 6 Second Avenue Chicopee, MA 01020 APPLICANT PHONE# 413-592-5300 1 OW N SFq OWNER DST. Output Facility OWNER ADDRESS 125 .Ellington Road South Windsor CT 06074 OWNER PHONE C ESTIMATED COST$ 400,000V IS THIS A CONTRACT COST? x Yes _No FEE ENCLOSED$ 6,000.00 x 1S'TYPE OF JOB:bSOR:CO11 x New Installation Alteration/Addition/Repair P-,;..A A1AI//Ifl1M DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Appli eby TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT Z-o e a AP BUILDING 1540 SULLIVAN AVENUE l-6 6 Bldg.Permit#7 644-2511 ext. 230 Date Bolcding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: n C?v(%s0-$1,000=$13.00 Street No. Street Lot No.Over$1,000= 13.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT t_=(e-CA-'f o t.t.\ oY rq "oJ' Srr+- .a'v 5 -,>v, APPLICANT ADDRESS 0 '\A kAo.r, a,ra e-k, 00-Lo APPLICANT PHONE# Z OW N S OWNER S l Ol'C - ;p.f f). Q0.f rid OWNERADDRESS ZS I l)i i,.a ova Z.o o. 9 r OWNER PHONE 2-ct Z) --. 3-L D C ESTIMATED COST$ Y, a y L-). ,7 IS THIS A CONTRACT COST? NMYes 0 No FEE ENCLOSED$ S. OR-co TYPE OF JOB: 0 New Installation v> eCAkeration/Addition/Repair Revised 8/99 DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT PERMIT# TOWN OF SOUTH WINDSORApplicatio jBUILDINGDEPARTMENT PROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date ing Inspector Application must be printed or typed FEE SCHEDULE r l/ Location of Job: 0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= 15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 4c t APPLICANT ADDRESS 6 APPLICANT PHONE# 1? 3 '-P`,S— SOW N SFq OWNER S OWNER ADDRESS Z,' 0 OWNER PHONE C ESTIMATED COST$ 2 IS THIS A CONTRACT COST? _Yes _No FEE ENCLOSED$ r1 OR co TYPE OF JOB: New Installation Alteration/Addition/Repair Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Applic reby:TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT APPRO 1540 SULLIVAN AVENUE Permit# 6 644-2511 ext. 230 Date BIAlding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: 125 ELLINGTON ROAD 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 Jerry J. Frisino, Jr.B-G Mechanical Contractors, Inc. APPLICANT ADDRESS 6 Second Avenue Chicopee MA 01020 APPLICANT PHONE# 413-592-5300 OW N $. q OWNER _ DST Output Faci 1 i t OWNER ADDRESS 125 Ellington Road s s•South Windsor. CT 06074 OWNERPHONE C ESTIMATED COST$ 300,000 IS THIS A CONTRACT COST? /x Yes _No FEE ENCLOSED$ 4,500.00 /`e- SOR Co TYPE OF JOB: M" x New Installation Alteration/Addition/Repair Revised 4/01//2002 tfUl LL7t'l1V li 11VbYGl.11 V1V 'JC YHlt iPlClVl TOWN of, SOUTH WINDSOR, CONNECTICUT r C E R T I F I C A T aa:9w:F., 40 C C U P A N C Y ZONE: N. August 14 2006 This is to certify th ,Q125 LVgfi6' u3ri 'permit No. 32372 conforms qutAln idtall ,'to},^ ;ds i u; i4ri s of hs, ConnecticutRF: >, you..:.:.., aBasicBuildingcoderailia;R Ad-.:..., cSns., : e, ys caf South Windsor and 'iis Nr&bY,a. roved occupancy as ; n :, caked below f Approved for O i ; T SIT PP cc a c'7 tft8;'1 C Pik:,. „. ; Cst As 'AApI ND ASSy SIT Use Group: S1 Constr. Type: 2C ;tk „a" „w < " M b ficial Yla3, .< Notice: If this c ric is>, pro a';dupicate should be obtaine ,lmrg'd ' .}f£ BuinAe}axtment. Any change or ext ic o$ a se ,he'ae.rn,,ap. roved requires a new i•ert3• i ' oaf,,ccil, Y. 5&dWed &Wftwau, STATE LIC. #102800, #103327 3510 MAIN ST. HARTFORD, CONNECTICUT 06120 860) 549-2822 FAX(860) 549-7948 E.O.E M/F Public Act No. 91-95: An act concerning the requirement that licensed contractors as defined in Section 20-330 ofthe General Statutes, must personally sign each building permit application. DATE: 5/12/06 TOWN OF South Windsor ATTN.: Building Official RE: Application for: ELECTRICAL PERMIT Gentlemen: In accordance with Public Act 91-95, this letter authorizes the below-named agent to sign the above-referenced permit application. 1. Project Name: DST Output East Production 2. 3. Starting Date: 5/22/06 4. Licensed Contractor's Name: Louis J. Bona 5. Licensed Contractor's Trade License No. 102800 6. Name of Agent: Clifford Clauson Sincerely, Signature ot4censed Contract r Required. MAY-10-2006 06 :58 PM ED. WHITE 860 535 4657 P. 04iO4 Page 4 of 6 IrFP3 1 5 TABLE A-1 RACK STORAGE See Design Criteria Section) CW~kY Maximum Maximum Minimum Flow Proamm,PSI(OAR)n9 l, Compadann to Ofha TFP ESFR Spdrddm Feel PENDENT FRESFFI-17 ES -1 ESM-17 ESFR-25 PENDENT PENDENT UPFUGKr PENDENT K.16,8 S See Deft Sheet See Dft S9eDafttheet TFP318 TFP316 TFP312 NFPA FM NFPA I FM NFPA FM NFPA FM Class I, 45 40 63• 63w 90* 90* Class II, 1317)12 4,3 (4,3) (6,2) ®,2) r40, 8 3oClassIII,and 40 35 52 52 75 75OamIV12,2 1Q, 3,6 ( 76 55 25 40 Encapsulated w 1,7 (28 Ueenated 30 52 52 75 75 ` 10,7 9,1) 3,8 (3,8 (5,2) 3 52 2014 2j) 30 and- 32 25 42 42 so et]carinned 20 3077,6) s) 2,s 4,1 4,1) 2® 30 35 50 so 35` 9,i 7.6) 2,4 (2A 3,4 - 5) 20 lklo on®d 46 40 63* 68 80* 80w 35 Ploft 12.2 10,7) MAY 3,t; S,2 (8,2 . e0 so 50 30 25 35 35 50 50 50 Cartoned 32 26 42 42 60 80 _42 EWwKW MmIloa 9,7) 7,6 (28) 2.9) 4,1 4,1) 9) 30 25 as 35 50 so 225ta,i e 2,4 3,4 3 4 - Uncartaned 30 25 100 Emm®d) 9.1 Expended Plmfics 25 20 5 aj One laval of in-ruck aprinklem Is requited. S: MAY-10-2006 06 :57 PM ED. WHITE 860 535 4657 P. 02iO4 tqco Fire & Building Products Technical Services:Tel:(800)381-0312/Fax:(800)791.5500 Model ESFR.17 Early Suppn onion Fast Response Pendent Sprinklers 16.8 K=factor of 14.0.In particular,the Model ESFp• AoGeneral17hasbeendesignedtooperateat substantially lower and head pres-Description sures, as compared to ESFR sprin- klers having a nominal K-Factor ofTheModelESFR-17 Pendent Sprin- 14.0.This feature offers flexibility when klers (pet. Figure 1) are "Early Sup- sizing, the system piping, as well aspressionFastResponseSprinklers" 'possibly reducing or eliminating the having anominal K-factor of 16.8.They need for a system fire pump.are suppression mode sprinklers that are especially advantageous as a WARNNYOS means of eliminating In-rack sprin- The Model ESFR-17 Sprinklers de- klers, when protecting rack storage. scribed herein must be installed and The Model ESFR-17 is primarily de- maintained in compliance with this signed for use In ceiling only sprinkler document, as well as with the applica- systems(i.e.no In-rack sprinklers)for ble standards of the National Fire Pro- the protection of storage heights of tection Association, in edditlon to the most encapsulated or non-encapsu- standards ofany other authodfleshav- lated common materials including car- Ing furisdiation(e,gy., F'M Qlobal).Fall- toned unexpanded plastics of up to 35 urwtodoso mayImpair the perform- ft.(10,7 m)with ceiling heights to 40 ft. ance of these devkea. 12,2 m), as well as cartoned ex- The owner is responsible for maintain- panded plastics up to 25 ft,(7,6 m)with ing their fine protection syysstem and de- calling heights to 30 ft.(9,1 m).In addi- vices In proper operating condition.tion, the protection of some storage The installing contractor or sprinkler arrangements of rubber tires, roll pa- manufacturer should be contacted per,and aerosols can be considered. with any questions. In some cases, the Model ESFR-17 can be used toprotect storage heights up to 40 ft.(12,2 m)with calling heights to 45 ft, (13,7 m) In combination with Sprinkler one level of In-rack sprinklers. IdentificationTheESFR-17 provides the system de- signer with hydraulic options not pre$- NumbersentlyavailabletotraditionalESF8 sprinklers having a nominal K-Factor SIN TY7226-(Pendent K=16.8) IMPORTANT Always refer to Technical Data Sheet TFP700 for the"INSTALLER WARNING" that provides cautions with respect to handling end Instal- Milan ofprinklersystems and oom- ponents. Improper handling and In- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a Ilre situation orcause It to operate prematurely, Pages 1 Of 6 dANUARYp.2005 Y'P91S MAY-10-2006 06 :57 PM ED. WHITE 860 535 4657 P. 01iO4 FAX FROM M P.O. DOK cr 0059 TM 860400i FAX NO-SS4W e.-Z7 coheir: DA L- Dl TOTAL PACES M.UN CM MAY-10-2006 06 :58 PM ED. WHITE 860 535 4657 P- 03iO4 PO" S t•1 S TFP*ia 1 7 3/4"NPrg3/1®" 1 Frame 1/2' 46,0 mm) Ff 2•Defleotor 9 02,7 mm) 3•Compreeelon screw NOMINAL 4-Hook MAKE-IN 6•Strut 96-Link Asambly 3.9/16"7-9unon g ) THERMALe•S.ann9 AIisSMbly 5 3ENSINpA`EJedlon Spring ELEMENT 4 WRENCH FLATS 3 2 TEMPERATURE LJ RATING RIGURE 1,MODEL ESFR-17 EARLY SUPPRESSION FAST RE$PONgE PE/yDENT spoiNxLg'R T'eChnic al Design Criterla guidelines are not Intended to providecompleteinstallationcrttaria, i a#a N07V 09NERAL GUIDELINES Approvals The National Fire Protection Associa- System elion (i IFPA)and FM Olobal(FM)pro- Ty 'Wet pipe system.UL and C-UL Listed.FM and VdS Ap- vide Installation standards that must Root Construction, Unobstructed orproved, LPCB Approved (004/01 & be uBed to properly design an auto- obstructed construction.For example:0071/01).NYC under MEA 356-01-E, matic Sprinkler system utilizing Early ®month calling, bar joists, beam andMaximumWorkingPressureSuppressionFastResponse (ESFR) girder, etc.175 psi(12,1 bar) Sprinklers. The gu/dellnes provided by Pipe Thread Connection NFPA and FM may differ,• con8e NOTE 3/4 inch NPT or 180 7413/4 quant/y,the appropriate 8fandardmust where the depfhOff the solid struc-6e used for a given Installation. tural members(beams,stem,)etc.)ex- K- 16. rge Co olalent The following data shoots describe the Sprinklers ceed 12 Inchesshallbe3nsta02 lled lift esach16. L Mbar r/ 2) I`SPFI Sprinklers offered Tyco Fire(241,9 LPM/bar ) Products; y channel fomeabytlrestructu,$lmem- Temperature Ratings bars` t6511F/74°C or 2140F/1010C TFP312 Model ESFR-25(TY9226), Coiling Slopes Maximum 2 inch riseK=25.2 Pendent Sprinkler for 12 inch run(16.7%).Finish TFP3i3—Model ESFRA 7(TY7226), 131uilding tfelghts, Store "eights,Natural Braes K 18,8 Pendent 3 rinklerp and Commodity; Refer to Table A.Physical Characteristics TFP31a—Model ESFR-17(TY7126), Maximum Coverage Area:Frame . . . . . . . . . . . . . . BrassDeflector K 16•8 Upright Sprinkler 100 f1z 2Bronze8,3 m ) In same cases, theCompressionScrew . . . . . , TFP318 -- Model ESFR-1 (TY0226), installation standards permit greater I . . . . Stainless Steel Kw14.0 Pendent Sprinkler coverage area, Hook . . . . , , , . , , .Model The following general guidelines pro- Minimum Coverage Area:Strut Monel vided for ESFR S rinklers offered by 80 ft2 7,4 m per NFPA 13,andLinkAssembly . . . . Solder,Nickel Tyco Fire Products may be used for a 04 ft2 5,8 m2) er FM 2-2Button , , , , , , , , , , , , , , Braes quick reference to help select theSealingAssemblyyp ap- Maximum Spacing: 12 feet(3,7 m)forBeriliumNickelw/Teflon propriate Tyco Fire Products' ESFR building heights up to 3o feet(9,1 m),Election Spring Y • • . . . . . Inconel Sprinkler: and 10 feet(3,1 m)for building heightsgreaterthan30test(q.I m). Registered trademark of Dupont.Minimum Spacing;NOTE Patents in all cases, the appropriate NFPA or 6 feet(2,4 m). U.S.A. Patent Numbers: FM installation standard must be refer- Minimum Clearance To Commodity:4,S80,729 5,829,532 enced to assure applicabll/ty and to 36 inches(914 mm). 6,059,044 6,336,509 obtain complete MatsNatlon guide-8,502,643 lines, since the following generalPatentspending. DST Output 125 Ellington Road DST South Windsor, CT 06074 TEL 860.290.7000 O U T P U T www.dstoutput.com October 1, 2002 Mr. John Collins Chief Building Official Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074 Dear Mr. Collins: DST Output, formerly Output Technology Solutions, is pleased to announce the completion of our 100,000 square foot addition at 125 Ellington Road, South Windsor,Connecticut. The completion of this production and warehouse space brings the totalfacilitysizetoover250,000 square feet. At this time, I would like to personally extend an invitation to you to join us for our official opening. PHASE II GRAND OPENING & RIBBON CUTTING CEREMONY DST Output 125 Ellington Road South Windsor, CT Friday, November 1, 2002 11:30 a.m. Our opening will be followed by tours of our facility and a light lunch. Please contact myassistant, Denise Carter, at 860-290-7008 to confirm your attendance and indicate yourinterestinafacilitytour. DST Output is looking forward to continuing success in our South Windsor facility. Ihopetoseeyouonthe1st Sincerely, Roger Tapke Senior Vice President Schedule of Special Inspection Services Sheet 1 of 13 DST Output Facility— South Windsor, CT Connecticut Engineers in Private Practice Structural Engineers Coalition Statement of Special Inspections Project: A New Addition and Alterations to the DST Output Facility Locatio outh Windsor Connecticut Owner: RPA Realtv Owner's Address: 4511 Golden Foothill Parkway#3 Eldorado Hills California 95762 Structural Engineer of Record: Michael J. Falbe,P.E. This Statement ofSpecial Inspections is submitted as a condition for permit issuance in accordance with thespecialinspectionrequirementsofthe1996BOCACode. It includes a Schedule of Special Inspections applicable to this project as well as the name of the Special Inspector, and the identity of other approvedagenciesintendedtoberetainedforconductingtheseinspections. The Special Inspector shall keep records of all inspections, and shall furnish inspection reports to the codeofficialandtothestructuralengineerandarchitectofrecord. Discovered discrepancies shall be brought totheimmediateattentionofthecontractorforcorrection. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the code official and the structural engineer and architectofrecord. The special inspection program does not relieve the contractor ofhis or her responsibilities. Interim reports shall be submitted to the Building Official, Owner, Structural Engineer and Architect ofRecord. A Final Report of Special Inspections documenting completion of all required special inspections andcorrectionofanydiscrepanciesnotedintheinspectionsshallbesubmittedpriortotheissuanceofacertificateofuseandoccupancy. Job site safety and means and methods ofconstruction are solely the responsibility of the Contractor. Interim Report Frequency: Monthly or per attached schedule Prepared by Design Engineer pF COI N',, CO Signature DateN s 14` Owner's Authorization: Building so®NA41 c`` Official's Acceptance: Design `engineer's Seal Date Date v ? Y Schedule of Special Inspection Services Sheet 2 of 13 DST Output Facility— South Windsor, CT Schedule of Special Inspection Services The following sheets comprise the required schedule of special inspections for this specific project. Theconstructiondivisionswhichrequirespecialinspectionsforthisprojectareasfollows: Soils and Foundations 0 Cold-Formed Steel FramingCast-in-Place Concrete 0 Spray Fire Resistant Material0PrecastConcrete0WoodConstruction0Masonry0ExteriorInsulation&Finish SystemStructuralSteel0SpecialCases r2 ection Agents Firm Address Special Inspector Independent Materials Testing 57 N. Washington Street Labs,Inc. P. O. Box 745 Plainville, CT 06062 Testing Laboratory Independent Materials Testing 57 N. Washington StreetLabs,Inc. P. O. Box 745 L4. Plainville, CT 06062 3.Other Other Notes: The qualifications of all personnel performing Special Inspection activities are subject to the approval oftheBuildingOfficial. The inspection and testing agent shall be engaged by the Owner or the Owner's Agent, and not by theContractororSubcontractorwhoseworkistobeinspectedortested. Any conflict of interest must bedisclosedtotheBuildingOfficial,prior to commencing work. The credentials of all inspectors and testing technicians shall be provided upon request. It is recommended that the person administering the Special Inspections program be a ProfessionalEngineerexperiencedinthedesignofbuildings. VEITEringineeringforMinimum Qualifications of Inspection Agents where indicated on Schedules ofessional Engineer in Training ACI American Concrete Institute Certified Concrete Field Testing TechnicianAWSAmericanWeldingSocietyCertifiedWeldingInspectorASNTAmericanSocietyofNon-Destructive Testing—Level II or III Schedule of Special Inspection Services Sheet 3 of 13 DST Output Facility— South Windsor, CT Qualifications of inspection agents may be indicated on the Schedule in instances where the StructuralEngineerdeemssuchrequirementsareappropriate. SOILS AND FOUNDATIONS Item Agent Scope No. 1. Shallow 1 Observe subgrade prior to placing foundations for compliance withFoundationsanticipatedconditionsstatedonconstructiondocuments. 2. Controlled 2 Observe the placement and compaction of structural fill below theStructuralFillfloorslab,perimeter wall footings and interior footings for1705.7 compliance with project specifications. Perform laboratory gradation tests and compaction tests and in place density tests on each lift of structural fill. 3. Deep Foundations Not applicable 1705.8, 1705.9, 1816.13 4. Other Schedule of Special Inspection Services Sheet 4 of 13 DST Output Facility—South Windsor, CT CAST-IN-PLACE CONCRETE Item Agent Scope No. 1. Mix Design' 1 Review concrete mix design submittals for all classes of concrete1705.4.1 specified on the structural drawings. Proportioning of materialsshallbeinconformancewithACI318-95 Sec. 5.3 or 5.4 2. Material 1 Review material certificates of compliance or other acceptableCertificationdocumentationforallmaterialsusedintheconcretemixdesigns1705.4.1 for conformance with ACI 318-95 Chapter 3 3. Reinforcement 2 Inspect the following percentages of installed reinforcement forInstallationcompliancewithapprovedshopdrawings,project specs. and1705.4.2 ACI 318-95 Sec. 7.4, 7.5, 7.6 and 7.7. Footings 90%,FoundationWalls95%, Slabs 90%. 4. Post-Tensioning Not applicable Operations 1705.4.5 5. Batching Plant4 2 First batch of each mix and periodic as specified.1705.4.4 6. Formwork 2 Review formwork to insure the finished concrete size and shapeGeometrywillmeettherequirementsofthecontractdocuments. VerifyCT1705.4.3 location and depth of thickened slab on grade sections. 7. Concrete 2 Review ready mix truck delivery tickets for proper class of concretePlacementsandrequiredadmixtures. Test for proper slump(ASTM C-143), air1705.4.4 content(ASTM C-173 or C-231)and temperature. Inspect that preparation of equipment,place of deposit,mixing, conveying anddepositingtechniquesareinconformancewithACI318-95 Sec.5.7, 5.8, 5.9 and 5.10. 8. Evaluation of 1 &2 Make one strength test for each 50 cubic yards or fractions thereofConcreteStrength6 from each mix design of concrete placed in any one day, except that1705.4.4 in no case shall a given mix design be represented by less than 2tests. Test specimens are to be molded, cured and tested in conformance with ACI 318-95 Sec. 5.6.2 9. Curing and 2 Inspect all concrete periodically for maintenance of proper curingProtection7andprotectiontechniquesincompliancewithACI318-95 Sec.1705.4.4 5.11, 5.12 and 5.13 10. Other 2 Confirm size, length and embedment of anchor bolts. Verifyinsertsforcompliancewithcontractplans. Verify depth, size and grouting of drilled reinforcing. Schedule of Special Inspection Services Sheet 5 of 13 DST Output Facility— South Windsor, CT PRECAST CONCRETE Item Agent Scope No. 1. Plant Certification/ N/A Q.C. review of operations per BOCA 1990 supplement Sec.Quality Control 1307.2.1 using ACI 318 Sec. 5.2 and PCI MNL-116 Divisions 3, 4,Procedures 5; PCI cert.plants exempt. 1705.2; 1705.4.E 2. Mix Design' N/A Review proportioning per ACI 318 Sections 4.2,4.4, 5.2; PCI 1705.4.1 MNL 116, 117; strength of mix designs verified by trial or previousdata. 3. Material N/A Review cement mill tests,aggregate gradationsCertification' 1705.4.1 4. Reinforcement N/A Review submittals, inserts, embedded items, installation, spacing,Installation laps, securement,positioning and structural welds only.1705.4.2 5. Prestress N/A Review fabricators' Q.C.program and verify in a Q.A. capacity forOperations3 each day's casting. 1705.4.5 6. Connections/ N/A Review connections, laps, structural welding only.Embedded Items 7. Formwork N/A Review dimensions per PCI MNL-116, 117, ACI 318,projectGeometryspecificationsrequirements. CT 1705.4.3 8. Concrete N/A Per PCI MNL-116 Placements 1705.4.4 9. Evaluation of N/A In accordance with ACI 318 4.7 as applicable. Concrete Strength6 1705.4.4 10. Curing and N/A Review curing per PCI MNL-116, 117 Protection 1705.4.4 11. Erected N/A Review finishes, inspect for visual defects,transportation and Precast erection defects per PCI MNL-117 Elements 1705.4.7 12. Other Schedule of Special Inspection Services Sheet 6 of 13 DST Output Facility- South Windsor, CT MASONRY Item Agent Scope No. 1. Material Review all material submittals for each type of structural masonryCertification$ unit mortar, grout reinforcement and admixtures specified for 1705.5 conformance to ACI 530.1/ASCE 6 Section 2.2 Verify installed materials conform to approved samples. 2. Mixing of Mortar Conduct sufficient number of periodic field reviews ofmortar and and Grout grout proportioning,mixing and consistency to establish 1705.5 conformance with ACI 530.1/ASCE 6 Sections 2.3, 2.5 and 4.2.2 and the construction documents, a minimum of one day per week. 3. Installation of Conduct sufficient number of period field reviews of masonry unitMasonry10andmortarinstallationtoestablishconformancewithACI 1705.5 530.1/ASCE 6 Section 2.3, 3.3 and 4.3.3 and the construction documents, a minimum of one day per week. 4. Reinforcement Conduct sufficient number ofperiodic field reviews ofInstallationllreinforcementinstallationtoestablishconformancewith ACI 1705.5 530.1/ASCE 6 Section 3.3 and the construction documents, a minimum of one day per week. 5. Grouting Review 50%of all grouting for conformance to ACI 530.1/ASCE 6Operations12Section4.3 and the construction documents. 1705.5 6. Weather Conduct field review of completed masonry protection inProtection13accordancewithcontractspecifications. Further,when the ambient 1705.5 temperature is below 40°F or above 100°F,review protection for conformance to ACI 530.1/ASCE 6 Sections 2.3,2.2 and 2.3.2.3 respectively, and the construction documents. 7. Evaluation of Perform one initial prism test and one additional prism test for each Masonry additional 5000 square feet of masonry or every fifth day inStrength14conformancewithACI530.1/ASCE 6 Section 1.6. 1705.5 8. Anchors and Ties15 Review all exposed and 50%of concealed anchorages during1705.5 construction for multiwythe walls and masonry attachment to structural members to verify conformance with ACI 530/ASCE 5 Sections 4.2, 4.3 and 5.8,ACI 530.1/ASCE 6 Sections 4.2 and 5.14 and the construction documents. Schedule of Special Inspection Services Sheet 7 of 13 DST Output Facility— South Windsor, CT STRUCTURALSTEEL Item Agent Scope No. 1. Fabricator 2 Verify whether Fabricator holds a current AISC Category I or IICertificationcertification, or is a member of the Structural Steel Fabricators ofQualityControlNewEngland. If not,perform the Part "A" inspection describedProceduresbelow. 1705.2; 1705.3.1 Part A-Prior to start of fabrication verify the fabricator maintains a detailed written description of fabrication and quality control procedures that provides the basis for the Fabricator's in-house quality control program appropriate for complexity of the project.Part B -Verify the fabrication and quality control procedures determined above are being properly implemented. 2. Material. 1 &2 Inspect structural steel bolt,nut and washer and weld filler materialCertification16'i, for proper materials identification markings as required by theis,i9 approved drawings. Review all structural steel certified mill test1705.3.2 reports and bolt nut and washer and weld filler manufacturer's certificates of compliance for conformance with the proper ASTMorAWSstandards. 3. Open Web Steel 2 Visual inspection ofthe erected joists and joist girders to verifyJoistscompliancewiththebracingrequirementsoftheSteelJoist Institute. If over 60', shop inspection required for weld conformance. 4. Bolting 20 2 Inspect all bolted connections for required size, location and1705.3.3.1 number of bolts and also for contact ofplies. The minimum bolt tension,method of tightening and method of inspecting installedboltsshallbespecifiedin "Specifications for Structural Joints Using ASTM A-325 or A-490 Bolts", and the commentary that follows. Use of a calibrated torque wrench on a previously tightened bolt is not an acceptable method of inspection. 5. Welding21 2 Perform a complete visual inspection of all shop and field welds in1705.3.3.2 accordance with Section 6,Part A ofthe AWS "Structural WeldingCode". Perform NDT inspections as follows: U.T. inspection100%Field, 50% Shop. 6. Shear N/A Inspect all beams receiving shear studs for quantify, size andConnectorsspacingofstudsasrequired. Inspect 50%of all studs for weld quality in accordance with AWS D 1.1-92 procedure. 7. Structural Details 2 Visual inspection ofthe erected steel frame to verify compliance1705.3.3.3 with AISC "Code of Standard Practice" Section 7.11 and with details shown on the approved erection shop drawings, such as bracing, stiffening,member locations and proper application ofjointdetailsateachconnection. 8. Metal Deck Schedule of Special Inspection Services Sheet 8 of 13DSTOutputFacilitY— South Windsor, CT COLD-FORMED STEEL FRAMING Item Agent Scope No. 1. Member Sizes Review member properties for conformance to contract documents. 2. Material Verify in field the type, size, gauge, spacing,Thickness connections of framing members conform o location, SER a oved details and submittals and the contract documents. pp 3. Material Properties Verify fastener type, size, spacing and installation rocedVerifythatfastenersconformtotheSERapprovedsubmitta s the contract documents. is and 4. Mechanical Verify number and location offasteners.Connections 5. Welding Verify welding certificates. Witness and inspect o%of all fielwelds. If rejectable welds are found inspect 100%of field welds. 6. Framing Details Verify that framing details at window and door openingsareasnoteonthecontractdrawingsareconstructedinaccordanceother with SER approved shop drawings and the contract documents. 7. Other Schedule of Special Inspection Services Sheet 9 of 13 DST Output Facility— South Windsor, CT SPRAY-APPLIED FIRE RESISTANT MATERIAL Item Agent Scope No. 1. Material Specifications 2. Laboratory Tested Fire Resistance Design 3. Schedule of Thickness 4. Surface Preparation 1705.12.1 5. Application 1705.12.2 6. Curing and Ambient Condition 1705.12.2 7. Thickness 1705.12.3 8. Density 1705.12.4 9. Bond Strength 1705.12.5 10. Other Schedule of Special Inspection Services Sheet 10 of 13 DST Output Facility—South Windsor, CT WOOD CONSTRUCTION Item Agent Scope No. 1. Fabricator Certification/Quali ty Control Procedures 1705.2; 1705.6 2. Material Grading 3. Connections 1705.6 4. Framing and Details 5. Other Schedule of Special Inspection Services Sheet 11 of 13 DST Output Facility—South Windsor, CT EXTERIOR INSULATION&FINISHED SYSTEMS (EIFS) Item Agent Scope No. 1. Material Submittals 2. Condition of Substrate 1705.13 3. Application of Foam Plastic Board 1705.13 4. Application of Coatings 1705.13 5. Application of Mesh 1705.13 6. Ambient Condition and Curing 1705.13 7. Flashing&Joint Details 1705.13 8. Sealants/Caulks 1705.13 9. Other Schedule of Special Inspection Services Sheet 12 of 13 DST Output Facility—South Windsor, CT SPECIAL CASES Item Agent Scope No. Schedule of Special Inspection Services Sheet 13 of 13 DST Output Facility— South Windsor, CT REFERENCES 1. ACI 318-95,Building Code Requirements for Structural Concrete, Chapter 3. 2. ACI 318-95,Building Code Requirements for Structural Concrete, § 7.4, 7.5, 7.6 and 7.7 3. ACI 318-95,Building Code Requirements for Structural Concrete,§ 18.18. 4. ACI 318-95,Building Code Requirements for Structural Concrete,Chapter 4 and § 5.2, 5.3, 5.4& 5.8. 5. ACI 318-95,Building Code Requirements for Structural Concrete, § 5.9 and 5.10. 6. ACI 318-95,Building Code Requirements for Structural Concrete, § 5.6. 7. ACI 318-95,Building Code Requirements for Structural Concrete, § 5.11, 5.12&5.13. 8. ACI 530.1/ASCE 6/TMS 602-95, Specifications for Masonry Structures, §2.3. 9. ACI 530.1/ASCE 6/TMS 602-95, Specifications for Masonry Structures, §2.6. 10. ACI 530.1/SCSE 6/TMS 602-95, Specifications for Masonry Structures, § 3.2. 11. ACI 530/ASCE 5/TMS 402-95,Building Code Requirements for Masonry Structures,Chapter 8 12. ACI 530.1/ASCE 6/TMS 602-95, Specifications for Masonry Structures, § 3.5. 13. ACI 530.1-ASCE 6/TMS 602-95, Specifications for Masonry Structures, § 1.8. 14. ACI 530.1/ASCE 6/TMS 602/95, Specifications for Masonry Structures, § 1.4. 15. ACI 530/ASCE 5-TMS 402-95,Building Code Requirements for Masonry Structures, § 4.2 and 5.14. 16. AISC ASD — 89, Specification for Structural Steel Buildings — Allowable Stress Design and PlasticDesign, §A3.4 and A3.6 17. AISC LRFD—93, Load and Resistance Factor Design Specification for Structural Steel Buildings, § A3.3A3.5. 18. ASTM A6 — 95c, Specification for General Requirements for Rolled Steel Plates, Shapes andPiling. 19. ASTM A568 —95, Specification for Steel Sheet, Carbon and High-Strength, Low-Alloy, Hot-Rolled andColdRolled, General Requirements For. 20. RCSC—85 (88), Specification for Structural Joints Using A325 or A490 Bolts, § 9. 21. AWS D 1.1 —92, Structural Welding Code—Steel § 6. 22. AWS D 1.1 —92, Structural Welding Code— Steel, § 7.8. Final Report of Special Inspections Project: A New Addition and Alterations to the DST Output Facility Location: 125 Ellington Road South Windsor Connecticut Owner: RPA Realty Owner's Address: 4511 Golden Foothill Parkway#3 Eldorado Hills California 95762 Architect of Record: Transystems Corporation Structural Engineer(s) of Record: Michael J. Falbe P.E. To the best of my information, knowledge and belief, the special inspections required for this project, anditemizedintheStatementofSpecialInspectionssubmittedforpermit, have been performed and all discovered discrepancies have been reported and resolved other than the following. Comments: Interim reports submitted prior to this final report form a basis for, and are to be considered an integral partofthisfinalreport. Respectfully submitted, Special Inspector David F. Foley PE Type or Print Name Date Signature Date 11/06/2002 01:29_ 8607476455 IMTL PAGE 01/02 VP JMTL Accurate infarrnratavn you can rely on. IXTMR OF MANSW"lTAL Date: 6d G a TO 4Z Hand delivered Via.fax 4 we are Smillas You Attache.d,Pages Pocurnents Other These are transmitted as checked below: For approval For your use As requested G¢ T: r For review and comment Other, Remarks: rf ot- t / t a- - Ill r i7I Me+ n. r1x All infprmutioxis CONRDENTUL. Ifyou have incorredly rece&ed this transmittnl; Or of Me message is unclear or incarnpiete;pkme cull(860) 747--1000 Copy to T err s.,. - T ._t U,/ Siped, Fax No.: 16a 6 VV 3 7A! Independent Materials Testing Laboratories,Inc. T 860,747.1000 mail@imtict.com Tear sepom=y not be mproduaed cmapt in[kill vft 57 Sr..VO.Box 745,Plainville,CT 46D62 P $60.747,6455 wvv w.lmdcc,caxrA approval.atIMTL,All malts relue to tha ietma teased. 11/06/2002 01:29 8607476455 IMTL RAGE 02/02 t TL Accurate informit&n you Can rely on. Flual Report of Spedal Inspections Froject: New Additions aid Altcr4ons to DST 02t jut Facility Location. 125 EllingtQn Road,South Wir dsor,Ct Owner:RPA.Realty Owner's Address: 4511 Golden.Foothill Parkway#3 Eidbrado'fiills, CA 95762 Structural Brigineer(s) of Record: N ichael J.1~albe P.E. TO the best of my inforiniation,kncwled;c w-id belief,the special inspections ri-quired for this project, anditemizedintheStatementofSpecialInspectionssubmittedforpermit, have been performed and all discovered discrepancies have been reported and resolved other than.the, fullvwiug. Comments: None Interim report submitted prior to this final repot l form a basis for, and are to be considered an integral pate. of this final report. 4 Respectfully submitted,Q)}111,cc pSecia1 Inspector David F.Fulwy,PE Type or Print Name L1atK, fr+«arn titti` Signature — Date Independent Materials Testing Laboratories,Inc. T 8050.747.1000 H1"@iMt1ct.mm Test egwrj my not be [ept :ed ecestYe is full wick te 57N." fishingron St.,P©,Sqx 7tr5,PiainuiUe.CT 0067. F 860.747,6455 wwwImtkc.mm T x`rpra by, "„ p, ;,jjp' ° Droitem dua endo aAauten by rNGP er"W* oF%U5 CYov ruomt Page 1 of 1 Summers, Walter From: fink,Arnie[afink@nextgenerationone.com] Sent: Tuesday, October 06, 2009 4:49 PM To:Summers, Walter Cc:mark_capardino@dstoutput.com Subject: 2 Burner Hot Plate Mr. Summers, Next Generation Vending and Food Service, Inc.will not be producing grease laden vapors from the use of the 2 Burner Hot Plate at DST Output. Thank you Arnie Arnie Fink Vice President, Dining Division Next Generation Vending and food Service, Inc. O-860-632-0550 C-860-402-9026 F-860-632-1840 afink(&NextGenerationOne.com r nemtFa tin 10/7/2009 HYDRAULIC CALCULATIONS AND MAXIMUM DEMAND GRAPH FOR DST OUTPUT, INC. 125 ELLINGTON ST., S. WINDSOR, CT PHASE 111 2006 ADDITION AMERICAN PIPING OF CT P. O. 1263 MIDDLETOWN, CT 06457 860-345-0015 to 066727 ROTE AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR MIDDLETOWN, CT H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T DST SYSTEMS LOW ROOF ADDN. GRID dst4 W A T E R S U P P L Y STATIC PRESSURE (psi)169 RESIDUAL PRESSURE (psi) 160 RESIDUAL FLOW gpm) 1012 B 0 0 S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS ft) 10.63 MAXIMUM SPACING OF SPRINKLER LINES (ft) 11.5 SPECIFIED DISCHARGE DENSITY gpm/sq. ft. ) .15 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .15 gpm/sq. ft. FOR A DESIGN AREA OF 2500 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 431.44 gpm AT A PRESSURE OF 43.47 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 001 SCHEDULE 40 t AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS LOW ROOF ADDN. GRID dst4 PAGE 2 OPERATING PRESSURE 43.60 psi AT 681.44 gpm PRESSURE REMAINING 121.07 psi THE ABOVE RESULTS INCLUDE 4.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A BACKFLOW PREVENTER METER J DETECTOR CHECK VALVE OTHER DEVICE T AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS LOW ROOF ADDN. GRID dst4 PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 1 2 431.44 1.00 642 77.70 120 2 8.249 0.002 0.000 43.60 43.47 0.13 2 3 431.44 1.00 55 8.88 120 2 8.249 0.002 0.000 43.47 39.45 4.02 3 4 431.44 9.00 0 0.00 120 2 8.249 0.002 0.000 39.45 39.44 0.02 4 5 431.44 6.00 346 84.21 120 2 6.357 0.006 2.600 39.44 36.30 0.53 5 10 431.44 16.00 0 0. 00 120 2 6.357 0.006 6.933 36.30 29.28 0.09 10 11 431.44 282.00322222 94.25 120 2 6.357 0.006 0.433 29.28 26.57 2.27 11 12 431.44 3.00 0 0.00 120 2 6.357 0.006 0.000 26.57 26.56 0.02 12 14 431.44 23.00 32 30.10 120 2 4.260 0.042 0.000 26.56 24.35 2.21 14 15 397.19 9.00 0 0.00 120 2 4.260 0.036 0.000 24.35 24.02 0.32 15 16 339.48 11.50 0 0.00 120 2 4.260 0.027 0.000 24.02 23.73 0.29 16 17 271.43 11.50 0 0.00 120 2 4 .260 0.018 0.000 23.73 23.51 0.23 18 19 34.25 9.00 0 0.00 120 2 2.635 0.004 0.000 15.85 15.81 0.04 19 20 22.65 11.50 0 0.00 120 2 2.635 0.002 0.000 15.81 15.84 -0.03 20 21 -40.32 11.50 0 0.00 120 2 2.635 0.005 0.000 15.84 15.91 -0.06 14 25 34 .25 2.00 3 6.40 120 1 1.610 0.044 1.300 24.35 22.68 0.37 15 26 57.71 2.00 3 6.40 120 1 1.610 0.115 1.300 24.02 21.76 0.96 16 27 68.05 2.00 3 6.40 120 1 1.610 0.156 1.300 23.73 21.13 1.31 17 28 55.93 2.00 3 6.40 120 1 1.610 0.108 1.300 23.51 21.30 0.91 18 29 -34.25 2.00 3 6.40 120 1 1.610 0.044 0.867 15.85 15.35 -0.37 19 30 11.60 2.00 3 6.40 120 1 1.610 0.006 0.867 15.81 14.90 0.05 20 31 62.97 2.00 3 6.40 120 1 1.610 0.135 0.867 15.84 13.84 1.13 21 32 20.14 2.00 3 6.40 120 1 1.610 0.016 0.867 15.91 14.90 0.14 25 29 34 .25 155.00 33 12.80 120 1 1.610 0.044 0.000 22.68 15.35 7.33 26 101 57.71 52.00 3 6.40 120 1 1.610 0.115 0.000 21.76 15.06 6.70 27 1.02 68.05 52.00 3 6.40 120 1 1.610 0.156 0.000 21.13 12.04 9.09 28 103 55.93 52.00 3 6.40 120 1 1.610 0.108 0.000 21.30 14.98 6.32 101 104 35.98 10.63 0 0.00 120 1 1.610 -0.048 0.000 15.06 14.57 0.50 102 105 48.62 10.63 0 0.00 120 1 1.610 0.083 0.000 12.04 11.14 0.90 103 106 34.26 10.63 0 0.00 120 1 1.610 0.044 0.000 14.98 14.51 0.47 104 107 14.60 10.63 0 0.00 120 1 1.610 0.009 0.000 14.57 14.46 0.11 105 108 29.93 10.63 0 0.00 120 1 1.610 0.034 0.000 11.14 10.75 0.38 106 109 12.93 10.63 0 0.00 120 1 1.610 0.007 0.000 14.51 14.41 0.10 107 110 -6.69 10.63 0 0.00 120 l 1.610 0.002 0.000 14.46 14.46 -0.00 108 ill 11.56 10.63 0 0.00 120 1 1.610 0.006 0.000 10.75 10.72 0.03 109 112 -8.33 10.63 0 0.00 120 1 1.610 0.003 0.000 14.41 14.48 -0.06 110 113 -27.99 10.63 0 0.00 120 1 1.610 0.030 0.000 14.46 14.80 -0.34 111 114 -6.78 10.63 0 0.00 120 1 1.610 0.002 0.000 10.72 10.75 -0.02 112 115 -29. 64 10.63 0 0.00 120 1 1.610 0.033 0.000 14.48 14.86 -0.38 113 116 -11.17 10.63 0 0.00 120 1 1.610 0.005 0.000 14.80 14.86 -0.06 114 117 -25.14 10.63 0 0.00 120 1 1.610 0.025 0.000 10.75 11.05 -0.30 115 118 22.74 10.63 0 0.00 120 1 1.610 0.020 0.000 14.86 14.66 0.20 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS LOW ROOF ADDN. GRID dst4 PAGE 4 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 116 119 9.95 10.63 0 0.00 120 1 1.610 0.004 0.000 14.86 14.81 0.06 117 120 -43.76 10.63 0 0.00 120 1 1.610 0.069 0.000 11.05 11.77 -0.71 118 121 1.30 10.63 0 0.00 120 1 1.610 0.000 0.000 14.66 14.65 0.01 119 30 -11.60 9.00 3 6.40 120 1 1.610 0.006 0.000 14.81 14.90 -0.09 120 31 -62.97 9.00 3 6.40 120 1 1. 610 0.135 0.000 11-77 13.84 -2.08 121 32 -20.14 9.00 3 6.40 120 1 1.610 0.016 0.000 14.65 14 .90 -0.25 17 91 215.50 30.00 222 26.94 120 2 4.260 0.012 3.900 23.51 18.95 0.66 21 92 -60.45 34.00 222 17.67 120 2 2.635 0.011 3.467 15.91 12.98 -0.54 91 61 124.87 84 .00 3 14.80 120 2 2.635 0.043 0.000 18.95 14.67 4.28 61 92 78.42 92.00 0 0.00 120 2 2.635 0.018 0.000 14.67 12.98 1.69 61 64 46.45 115.00 311 14.87 120 2 2.157 0.018 0.000 14.67 12.27 2.40 64 113 21.70 5.00 3 10.45 120 2 2.157 0.005 -2.600 12.27 14.80 0.07 113 65 -16.66 6.00 0 0.00 120 2 2.157 0.003 0.000 14.80 14.82 -0.02 65 115 -16.66 2.00 0 0.00 120 2 2.157 0.003 0.000 14 .82 14.86 -0.04 92 93 17.96 104.00 3 10.45 120 2 2.157 0.003 0.000 12.98 12.62 0.36 93 116 17.96 108.00 2 4.31 120 2 2.157 0.003 -2.600 12.62 14.86 0.36 116 64 -24.75 2.00 0 0.00 120 2 2.157 0.006 2.600 14.86 12.27 -0.01 115 94 -90.63 50.00 0 0.00 120 2 2.157 0.064 0.000 14.86 18.04 -3.18 94 95 -90.63 11.00 2 4.31 120 2 2.157 0.064 0.000 18.04 19.01 -0.97 95 300 -90.63 45.00 0 0.00 120 2 2.635 0.024 0.000 19.01 20.10 -1.08 300 91 -90.63 48.00 3 14.80 120 2 2.635 0.024 2.600 20.10 18.95 -1.46 A MAX. VELOCITY OF 10.72 ft./sec. OCCURS BETWEEN REF. PT. 27 AND 102 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. t AMERTCAN PTPTNG OF CT 1p FIRE PROTECTION CONTRACTOR MIDDLETOWN, CT H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T DST SYSTEMS HIGH BAY UTILITY AREA ust13 W A T E R S U P P L Y STATIC PRESSURE (psi) 169 RESIDUAL PRESSURE (-PSi} l4- RESIDUAL FLOW gpm) 2025 G 0 0 S T E D P U M D S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS ft) 10 iv-IA IIAUM SPACING OF SPRINKLER Liiv'ES (ft) 12 SPECIFIED DISCHARGE DENSITY gpm/sq. ft. ) .15 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .15 gpm/sa. ft. FOR A DESIGN AREA OF 2500 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 457.03 gpm AT A PRESSURE OF 108.42 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 001 SCHEDULE 40 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR l DST SYSTEMS HIGH BAY UTILITY AREA dst13. PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 [ ) TEST AREA 2 TEST AREA 3 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 401 4 .20 9.00 2.7.18 41.86 402 4.20 9.00 25.79 37.71 403 4.20 9.00 25.29 36.26 404 4.20 9.00 19.50 21.55 405 4.20 9.00 18.54 19.49 406 4.20 9.00 18.16 18.70 407 4 .20 9.00 22.93 29.81 408 4.20 9.00 22.56 28.84 409 4.20 9.00 22.45 28.56 410 4.20 9.00 21.19 25.45 411 4.20 9.00 20.91 24.79 412 4.20 9.00 20.85 24.64 413 4.20 9.00 19.49 21.53 414 4.20 9.00 19.34 21.19 415 4.20 9.00 19.29 21.08 416 4 .20 9.00 18.53 19.47 417 4.20 9.00 18.45 19.29 418 4.20 9.00 18.39 19.18 419 4.20 9.00 18.11 18.59 420 4 .20 9.00 18.06 18.49 421 4 .20 9.00 18.02 18.42 422 4.20 9.00 18.01 18.38 423 4.20 9.00 18.00 18.37 424 4.20 9.00 17.98 18.33 THE SPRINKLER SYSTEM FLOW IS 487.03 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm THE INSIDE HOSE RACK SPKLR'S. YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.150 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR AT REF. PT. 1 <--- STATIC PRESSURE 169.00 psi AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS HIGH BAY UTILITY AREA dst13 PAGE 2 RESIDUAL PRESSURE 147.00 psi AT 2025.00 gpm TOTAL SYSTEM FLOW 737.03 gpm AVAILABLE PRESSURE 165.62 psi AT 737.03 gpm OPERATING PRESSURE 108.59 psi AT 737.03 gpm PRESSURE REMAINING 57.03 psi THE ABOVE RESULTS INCLUDE 4.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A BACKFLOW PREVENTER METER DETECTOR CHECK VALVE OTHER DEVICE AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS HIGH BAY UTILITY AREA dst13 PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 1 2 487.03 1.00 642 77.70 120 2 8.249 0.002 0.000 108.59 108.42 0.16 2 3 487.03 1.00 355 45.51 120 2 8.249 0.002 0.000 108.42 104 .32 4.10 3 4 487.03 9.00 0 0.00 120 2 8.249 0.002 0.000 104.32 104.31 0.02 4 5 487.03 6.00 346 99.90 120 2 8.249 0.002 2.600 104.31 101.48 0.22 5 8 140? .03 1v.00 0 0.00 120 2 8.249 0.002 6. 933 101.48 94 .52 0.03 8 11 487.03 282.00322222 108.78 120 2 8.249 0.002 0.433 94.52 93.27 0.82 11 12 487.03 3.00 0 0.00 120 2 6.357 0.007 0.000 93.27 93.25 0.02 12 14 487.03 22.00 2 8.98 120 2 4.260 0.052 0.000 93.25 91.63 1.61 14 15 450.81 9.00 0 0.00 120 2 4.260 0.045 0.000 91.63 91.41 0.22 15 16 446.11 11.50 0 0.00 120 2 4.260 0.044 0.000 91.41 90.90 0.51 16 17 446.11 11.50 0 0.00 120 2 4.260 0.044 0.000 90.90 90.39 0.51 18 19 74.57 9.00 0 0.00 120 2 2.635 0.017 0.000 87.98 87.83 0.15 19 20 74 .57 11.50 0 0.00 120 2 2.635 0.017 0.000 87.83 87.64 0.19 20 21 74.57 11.50 0 0.00 120 2 2.635 0.017 0.000 87.64 87.45 0.19 14 15 36.22 2.00 3 6.40 120 1 1.610 0.048 0.000 91.63 91.41 0.22 15 16 40.91 2.00 3 6.40 120 1 1.610 0.061 0.000 91.41 90.90 0.51 16 17 40.91 2.00 3 6.40 120 1 1.610 0.061 0.000 90.90 90.39 0.51 17 18 74.57 2.00 3 6.40 120 1 1.610 0.184 0.867 90.39 87.98 1.55 18 29 0.00 2.00 3 6.40 120 1 1.610 0.000 0.867 87.98 87.11 0.00 19 30 0.00 2.00 3 6.40 120 1 1.610 0.000 0.867 87.83 86.96 -0.00 20 31 0.00 2.00 3 6.40 120 1 1.610 0.000 0.867 87.64 86.77 -0.00 21 32 0.00 2.00 3 6.40 120 1 1.610 0.000 0.867 87.45 86.58 -0.00 25 29 0.00 155.00 33 12.80 120 1 1.610 0.000 0.000 87.11 87.11 0.00 26 30 0.00 155.00 33 12.80 120 1 1. 610 0.000 0.000 86.96 86.96 0.00 27 31 0.00 155.00 33 12.80 120 1 1.610 0.000 0.000 86.77 86.77 0.00 28 32 0.00 155.00 33 12.80 120 1 1.610 0.000 0.000 86.58 86.58 0.00 17 91 412.46 30.00 222 26.94 120 2 4.260 -0.038 3.900 90.39 84.31' 2.18 21 92 74.57 34.00 222 17.67 120 2 2.635 0.017 3.033 87.45 83.55 0.86 91 61 53.63 84 .00 3 14.80 120 2 2.635 0.009 0.000 84.31 83.41 0.90 61 92 -19.80 92.00 0 0.00 120 2 2.635 0.001 0.000 83.41 83.55 -0.13 61 64 73.43 115.00 311 14.87 120 2 2.157 0.043 0.000 83.41 77.81 5.60 64 113 128.19 5.00 3 10.45 120 2 2.157 0.121 0.000 77.81 75.94 1.87 113 65 128.19 6.00 0 0.00 120 2 2.157 0.121 0.000 75.94 75.22 0.72 65 115 128.19 2.00 0 0.00 120 2 2.157 0.121 0.000 75.22 74.98 0.24 92 93 54.76 104.00 3 10.45 120 2 2.157 0.025 0.000 83.55 80.68 2.87 93 116 54.76 108.00 2 4 .31 120 2 2.157 0.025 0.000 80.68 77.86 2.82 116 64 54.76 2.00 0 0.00 120 2 2.157 0.025 0.000 77.86 77.81 0.05 115 94 128.19 50.00 0 0.00 120 2 2.157 0.121 0.000 74.98 68.93 6.05 94 95 128.19 11.00 2 4.31 120 2 2.157 0.121 0.000 68.93 67.08 1.85 95 300 128.19 45.00 0 0.00 120 2 2.635 0.046 0.000 67.08 65.02 2.05 300 91 -358.83 48.00 3 14.80 120 2 2.635 0.307 0.000 65.02 84.31 -19.29 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS HIGH BAY UTILITY AREA dst13 PAGE 4 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO ' FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 300 301 487.03 23.00 3 14.80 120 2 2.635 0.541 -9.967 65.02 54 .54 20.44 301 302 487.03 5.00 3 14.80 120 2 2.635 0.541 0.000 54 .54 43.83 10.71 302 303 385.05 12.00 0 0.00 120 2 2.635 0.350 0.000 43.83 39.50 4.33 303 304 245.33 9.50 0 0.00 120 2 2.635 0.152 0.000 39.50 37.98 1.52 304 305 109.50 -13 00 0 0.00 1.20 2 2. 635 0.034 0.000 37.98 37.54 0.44 306 307 18.60 11.00 0 0.00 120 2 2.157 0.003 0.000 19.42 19.36 0.05 307 308 14 .26 9.50 0 0.00 120 2 2.157 0.002 0.000 19.36 19.37 -0.01 308 309 7.49 13.00 0 0.00 120 2 2.157 0.001 0.000 19.37 19.34 0.03 302 312 74 .80 5.00 3 5.30 120 1 1.380 0.393 0.000 43.83 39.79 4.05 312 313 74.80 13.00 0 0.00 120 1 1.380 0.393 0.000 39.79 34.68 5.11 313 314 74.80 13.50 0 0.00 120 1 1.380 0.393 0.000 34 .68 29.05 5.63 314 315 74.80 12.00 22 4.40 120 1 1.380 0.393 0.000 29.05 22.61 6.44 315 316 55.31 10.00 0 0.00 120 1 1.380 0.225 0.000 22.61 20.46 2.15 316 317 36.76 8.00 0 0.00 120 1 1.380 0.105 0.000 20.46 19.64 0.82 317 306 18.60 2.00 3 5.30 120 1 1.380 0.030 0.000 19.64 19.42 0.22 302 401 27.18 1.00 322 7.60 120 1 1.049 0.229 0.000 43.83 41.86 1.97 303 402 25.79 1.00 322 7.60 120 1 1.049 0.208 0.000 39.50 37.71 1.79 304 403 25.29 1.00 322 7.60 120 1 1.049 0.200 0.000 37.98 36.26 1.72 315 404 19.50 1.00 322. 7.60 120 1 1.049 0.124 0.000 22.61 21.55 1.06 316 405 18.54 1.00 322 7.60 120 1 1.049 0.113 0.000 20.46 19.49 0.97 317 406 18.16 1.00 322 7.60 120 1 1.049 0.109 0.000 19.64 18.70 0.93 303 318 113.92 4.00 3 5.30 120 1 1.380 0.856 0.000 39.50 31.33 8.17 304 319 110.54 4 .00 3 5.30 120 1 1.380 0.810 0.000 37.98 30.32 7.67 305 320 109.50 4.00 3 5.30 120 1 1.380 0.796 0.000 37.54 30.03 7.51 318 321 90.99 8.00 0 0.00 120 1 1.380 0.565 0.000 31.33 26.77 4.57 319 322 87.98 8.00 0 0.00 120 1 1.380 0.531 0.000 30.32 26.07 4.25 320 323 87.05 8.00 0 0.00 120 1 1.380 -0.520 0.000 30.03 25.92 4.11 321 324 69.80 12.00 0 0.00 120 1 1.380 0.346 0.000 26.77 22.65 4.11 322 325 67.07 12.00 0 0.00 120 1 1.380 0.321 0.000 26.07 22.30 3.77 323 326 66.20 12.00 0 0.00 120 1 1.380 0.313 0.000 25.92 22.19 3.73 324 327 50.31 12.00 0 0.00 120 1 1.380 0.188 0.000 22.65 20.50 2.16 325 328 47.73 12.00 0 0.00 120 1 1.380 0.171 0.000 22.30 20.31 2.00 326 329 46.91 12.00 0 0.00 120 1 1.380 0.166 0.000 22.19 20.19 2.00 327 330 31.78 12.00 0 0.00 120 1 1.380 0.080 0.000 20.50 19.57 0.93 328 331 29.29 12.00 0 0.00 120 1 1.380 0.069 0.000 20.31 19.47 0.84 329 332 28.52 12.00 0 0.00 120 1 1.380 0.066 0.000 20.19 19.39 0.80 330 333 13. 67 12.00 0 0.00 120 1 1.380 0.017 0.000 19.57 19.35 0.22 331 334 11.23 12.00 0 0.00 120 1 1.380 0.012 0.000 19.47 19.34 0.13 332 335 10.50 12.00 0 0.00 120 1 1.380 0.010 0.000 19.39 19.30 0.08 333 307 -4.34 2.00 3 5.30 120 1 1.380 0.002 0.000 19.35 19.36 -0.01 334 308 -6.77 2.00 3 5.30 120 1 1.380 0.005 0.000 19.34 19.37 -0.03 335 309 -7.49 2.00 3 5.30 120 1 1.380 0.006 0.000 . 19.30 19.34 -0.04 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS HIGH BAY UTILITY AREA dst13 PAGE 5 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 318 407 22.93 1.50 322 7.60 120 1 1.049 0.167 0.000 31.33 29.81 1.52 319 408 22.56 1.50 322 7.60 120 1 1.049 0.162 0.000 30.32 28.84 1.48 320 409 22.45 1.50 322 7.60 120 1 1.049 0.161 0.000 30.03 28.56 1.46 321 410 21.19 1.50 322 7.60 120 1 1.049 0.144 0.000 26.77 25.45 1.31 322 411 20. 91 1 . 50 322 7. 60 120 1 1.049 0.141 0.000 26.07 24 .79 1.28 323 412 20.85 1.50 322 7.60 120 1 1.049 0.140 0.000 25.92 24.64 1.28 324 413 19.49 1.50 322 7.60 120 1 1.049 0.124 0.000 22.65 21.53 1.13 325 414 19.34 1.50 322 7.60 120 1 1.049 0.122 0.000 22.30 21.19 1.1i 326 415 19.29 1.50 322 7.60 120 1 1.049 0.121 0.000 22.19 21.08 1.10 327 416 18.53 1.50 322 7.60 120 1 1.049 0.113 0.000 20.50 19.47 1.03 328 417 18.45 1.50 322 7.60 120 1 1.049 0.112 0.000 20.31 19.29 1.02 329 418 18.39 1.50 322 7.60 120 1 1.049 0.111 0.000 .20.19 19.18 1.01 330 419 18.11 1.50 322 7.60 120 1 1.049 0.108 0.000 19.57 18.59 0.98 331 420 18.06 1.50 322 7.60 120 1 1.049 0.107 0.000 19.47 18.49 0.98 332 421 18.02 1.50 322 7.60 120 1 1.049 0.107 0.000 19.39 18.42 0.97 333 422 18.01 1.50 322 7.60 120 1 1.049 0.107 0.000 19.35 18.38 0.97 334 423 MOO 1 .50 322 7.60 120 1 1.049 0,107 0.000 19..34 18.37 0.97 335 424 17.98 1.50 322 7.60 120 1 1.049 0.107 0.000 19.30 18.33 0.97 A MAX. VELOCITY OF 28.65 ft./sec. OCCURS BETWEEN REF. PT. 301 AND 302 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. i s AMERICAN PIPING OF CT 1 FIRE PROTECTION CONTRACTOR MIDDLETOWN, CT H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T DST SYSTEMS EXISTING WHSE GRID dstll W A T E R S U P P L Y STATIC PRESSURE (psi) 169 RESIDUAL PRESSURE (psi) 147 RESIDUAL FLOW gpm) 2025 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER gpm) 122 MINIMUM PRESSURE PER SPRINKLER psi) 74.86 THIS SYSTEM OPERATES AT A FLOW OF 733.12 gpm AT A PRESSURE OF 106.34 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS EXISTING WHSE GRID dstll PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: J TEST AREA 1 TEST AREA 2 TEST AREA 3 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 1.4 . 10 38 .00 1-2.2.35 75.28 102 14.10 38.00 122.34 75.28 103 14.10 38.00 122.38 75.33 104 14.10 38.00 122.00 74.86 105 14.10 38.00 122.00 74.86 106 14.10 38.00 122.04 74.91 THE SPRINKLER SYSTEM FLOW IS 733.12 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm THE INSIDE HOSE RACK SPKLR'S. YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR AT REF. PT. 1 <--- STATIC PRESSURE 169.00 psi RESIDUAL PRESSURE 147.00 psi AT 2025.00 gpm TOTAL SYSTEM FLOW 983.12 gpm AVAILABLE PRESSURE 163.23 psi AT 983.12 gpm OPERATING PRESSURE 106.69 psi AT 983.12 gpm PRESSURE REMAINING 56.54 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A BACKFLOW PREVENTER METER DETECTOR CHECK VALVE OTHER DEVICE AMERICAN PIPING OF CT t FIRE PROTECTION CONTRACTOR DST SYSTEMS EXISTING WHSE GRID dstll PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4 .3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 .Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 1 2 733.12 1.00 642 77.70 120 2 8.249 0.004 0.000 106.69 106.34 0.35 2 3 733.12 1.00 355 45.51 120 2 8.249 0.004 0.000 106.34 100.13 6.21 3 99 733.12 7.00 0 0.00 120 2 8.249 0.004 0.000 100.13 100.10 0.03 99 7 733.12 6.00 346 99.90 120 2 8.249 0.004 2.600 100.10 97.03 0.47 7 9 733. 12 16.00 0 0.00 120 2 8.249 0.004 6.933 97.03 90.03 0.07 9 12 733.12 214.00 22222 72.15 120 2 8.249 0.004 6.067 90.03 82.69 1.27 12 13 673.53 10.00 0 0.00 120 2 6.357 0.014 0.000 82.69 82.56 0.13 13 14 615.98 10.00 0 0.00 120 2 6.357 0.011 0.000 82.56 82.44 0.11 14 15 559.77 10.00 0 0.00 120 2 6.357 0.010 0.000 82.44 82.35 0.10 15 16 481.89 10.00 0 0.00 120 2 6.357 0.007 0.000 82.35 82.27 0.07 16 17 404 .91 10.00 0 0.00 120 2 6.357 0.005 0.000 82.27 82.22 0.05 17 18 329.38 10.00 0 0.00 120 2 6.357 0.004 0.000 82.22 82.18 0.04 18 19 282.35 10.00 0 0.00 120 2 6.357 0.003 0.000 82.18 82.16 0.03 19 20 239.70 10.00 0 0.00 120 2 6.357 0.002 0.000 82.16 82.14 0.02 20 21 200.55 10.00 0 0.00 120 2 6.357 0.001 0.000 82.14 82.12 0.01 21 22 164.09 10.00 0 0.00 120 2 6.357 0.001 0.000 82.12 82.11 0.01 22 23 129.59 10.00 0 0.00 120 2 6.357 0.001 0.000 82.11 82.11 0.01 23 24 96.40 10.00 0 0.00 120 2 6.357 0.000 0.000 82.11 82.10 0.00 24 25 63.99 10.00 0 0.00 120 2 6.357 0.000 0.000 82.10 82.10 0.00 25 26 31.95 10.00 0 0.00 120 2 6.357 0.000 0.000 82.10 82.10 0.00 26 27 0.00 10.00 0 0.00 120 2 6.357 0.000 0.000 82.10 82.10 0.00 27 28 0.00 10.00 0 0.00 120 2 6.357 0.000 0.000 82.10 82.10 0.00 29 30 0.00 10.00 0 0.00 120 2 4.260 0.000 0.000 80.66 80.66 0.00 30 31 0.00 10.00 0 0.00 120 2 4.260 0.000 0.000 80.66 80.66 0.00 31 32 59.59 10.00 0 0.00 120 2 4.260 0.001 0.000 80.66 80.65 0.01 32 33 117.13 10.00 0 0.00 120 2 4.260 0.004 0.000 80.65 80.61 0.04 33 34 173.35 10.00 0 0.00 120 2 4.260 0.008 0.000 80.61 80.53 0.08 34 35 6.88 10.00 0 0.00 120 2 4.260 0.000 0.000 80.53 80.54 -0.01 35 36 -160.48 10.00 0 0.00 120 2 4.260 0.007 0.000 80.54 80.61 -0.07 36 37 -329.38 10.00 0 0.00 120 2 4.260 0.025 0.000 80.61 80.86 -0.25 37 38 -282.35 10.00 0 0.00 120 2 4.260 0.019 0.000 80.86 81.05 -0.19 38 39 -239.70 10.00 0 0.00 120 2 4.260 0.014 0.000 81.05 81.19 -0.14 39 40 -200.55 10.00 0 0.00 120 2 4.260 0.010 0.000 81.19 81.29 -0.10 40 41 -164.09 10.00 0 0.00 120 2 4.260 0.007 0.000 81.29 81.36 -0.07 41 42 -129.59 10.00 0 0.00 120 2 4.260 0.004 0.000 81.36 81.41 -0.04 42 43 -96.40 10.00 0 0.00 120 2 4.260 0.003 0.000 81.41 81.43 -0.03 43 44 -63.99 10.00 0 0.00 120 2 4.260 0.001 0.000 81.43 81.45 -0.01 44 45 -31.95 10.00 0 0.00 120 2 4.260 0.000 0.000 81.45 81.45 -0.00 12 50 59.59 2.00 3 14.80 120 2 2.635 0.011 0.867 82.69 81.64 0.19 13 51 57.54 2.00 3 14.80 120 2 2.635 0.010 0.867 82.56 81.53 0.16 14 52 56.22 2.00 3 14.80 120 2 2.635 0.010 0.867 82.44 81.41 0.16 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS EXISTING WHSE GRID dst11 PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 15 53 77.88 2.00 3 14.80 120 2 2.635 0.018 0.867 82.35 81.17 0.30 16 54 76.98 2.00 3 14.80 120 2 2.635 0.018 0.867 82.27 81.11 0.30 17 55 75.53 2.00 3 14.80 120 2 2.635 0.017 0.867 82.22 81.07 0.29 18 56 47.03 2.00 3 14.80 120 2 2.635 0.007 0.867 82.18 81.20 0.12 19 57 42.65 2.00 3 14 .80 120 2 2.. 635 0.006 0.867 82.16 81.19 0.10 20 58 39.15 2.00 3 14.80 120 2 2.635 0.005 0.867 82.14 81.18 0.09 21 59 36.46 2.00 3 14.80 120 2 2.635 0.004 0.867 82.12 81.18 0.08 22 60 34.50 2.00 3 14.80 120 2 2.635 0.004 0.867 82.11 81.17 0.07 23 61 33.19 2.00 3 14.80 120 2 2.635 0.004 0.867 82.11 81.17 0.07 24 62 32.41 2.00 3 14.80 120 2 2.635 0.004 0.867 82.10 81.17 0.07 25 63 32.04 2.00 3 14.80 120 2 2.635 0.004 0.867 82.10 81.17 0.07 26 64 31.95 2.00 3 14.80 120 2 2.635 0.003 0.867 82.10 81.17 0.07 27 65 0.00 2.00 3 14.80 120 2 2.635 0.000 0.867 82.10 81.23 -0.00 28 66 0.00 2.00 3 14.80 120 2 2.635 0.000 0.867 82.10 81.23 -0.00 29 67 0.00 2.00 3 14.80 120 2 2.635 0.000 0.867 80.66 79.79 0.00 30 68 0.00 2.00 3 14.80 120 2 2.635 0.000 0.867 80.66 79.79 0.00 31 69 -59.59 2.00 3 14.80 120 2 2.635 0.011 0.867 80.66 79.98 -0.19 32 70 -57.54 2.00 3 14.80 120 2 2.635 0.010 0.867 80.65 79.95 -0.17 33 71 -56.22 2.00 3 14.80 120 2 2.635 0.010 0.867 80.61 79.91 -0.17 34 72 166.47 2.00 3 14.80 120 2 2.635 0.074 0.867 80.53 78.42 1.24 35 73 167.36 2.00 3 14.80 120 2 2.635 0.075 0.867 80.54 78.41 1.26 36 74 168.89 2.00 3 14.80 120 2 2.635 0.076 0.867 80.61 78.46 1.28 37 75 -47.03 2.00 3 14.80 120 2 2.635 0.007 0.867 80.86 80.11 -0.12 38 76 -42.65 2.00 3 14.80 120 2 2.635 0.006 0.867 81.05 80.28 -0.10 39 77 -39.15 2.00 3 14.80 120 2 2.635 0.005 0.867 81.19 80.41 -0.09 40 78 -36.46 2.00 3 14.80 120 2 2.635 0.004 0.867 81.29 80.50 -0.07 41 79 -34.50 2.00 3 14.80 120 2 2.635 0.004 0.867 81.36 80.56 -0.07 42 80 -33.19 2.00 3 14.80 120 2 2.635 0.004 0.867 81.41 80.60 -0.06 43 81 -32.41 2.00 3 14.80 120 2 2.635 0.004 0.867 81.43 80.63 -0.06 44 82 -32.04 2.00 3 14.80 120 2 2.635 0.004 0.867 81.45 80.64 -0.06 45 83 -31.95 2.00 3 14.80 120 2 2.635 0.003 0.867 81.45 80.64 -0.06 50 69 59.59 140.00 22 11.78 120 2 2.635 0.011 0.000 81.64 79.98 1.66 51 70 57.54 140.00 22 11.78 120 2 2.635 0.010 0.000 81.53 79.95 1.57 52 71 56.22 140.00 22 11.78 120 2 2.635 0.010 0.000 81.41 79.91 1.51 53 72 77.88 140.00 22 11.78 120 2 2.635 0.018 0.000 81.17 78.42 2.75 54 73 76.98 140.00 22 11.78 120 2 2.635 0.018 0.000 81.11 78.41 2.69 55 74 75.53 140.00 22 11.78 120 2 2.635 0.017 0.000 81.07 78.46 2.60 56 75 47.03 140.00 22 11.78 120 2 2.635 0.007 0.000 81.20 80`.11 1.08 57 76 42.65 140.00 22 11.78 120 2 2.635 0.006 0.000 81.19 80-..28 0.90 58 77 39.15 140.00 22 11.78 120 2 2.635 0.005 0.000 81.18 80.41 0.77 59 78 36.46 140.00 22 11.78 120 2 2.635 0.004 0.000 81.18 80.50 0. 68 60 79 34.50 140.00 22 11.78 120 2 2.635 0.004 0.000 8-1.17 80.56 0.61 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR j DST SYSTEMS EXISTING WHSE GRID dst11 PAGE 4 FITTING Equivalent Length per NFPA 13 1994, 6-4 .3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 61 80 33.19 140.00 22 11.78 120 2 2.635 0.004 0.000 81.17 80.60 0.57 62 81 32.41 140.00 22 11.78 120 2 2.635 0.004 0.000 81.17 80.63 0.54 63 82 32.04 140.00 22 11.78 120 2 2.635 0.004 0.000 81.17 80.64 0.53 64 83 31.95 140.00 22 11.78 120 2 2.635 0.003 0.000 81.17 80.64 0.53 65 84 0.00 140.00 22 1.1.78 120 2 2.635 0.000 0.000 81.23 81.23 0.00 66 85 0.00 140.00 22 11.78 120 2 2.635 0.000 0.000 81.23 81.23 0.00 72 101 244.35 6.00 3 14.80 120 2 2.635 0.151 0.000 78.42 75.28 3.14 73 102 244 .34 6.00 3 14.80 120 2 2.635 0.151 0.000 78.41 75.28 3.14 74 103 244.42 6.00 3 14.80 120 2 2.635 0.151 0.000 78.46 75.33 3.14 101 104 122.00 10.00 0 0.00 120 2 2.635 0.042 0.000 75.28 74.86 0.42 102 105 122.00 10.00 0 0.00 120 2 2.635 0.042 0.000 75.28 74.86 0.42 103 106 122.04 10.00 0 0.00 120 2 2. 635 0.042 0.000 75.33 74.91 0.42 A MAX. VELOCITY OF 14.37 ft./sec. OCCURS BETWEEN REF. PT. 74 AND 103 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Pill, HAI12 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR MIDDLETOWN, CT H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T DST SYSTEMS NEW HIGH ROOF COMBINED WITH EXIST. dst12 W A T E R S U P P L Y STATIC PRESSURE (psi) 169 RESIDUAL PRESSURE (psi)147 RESIDUAL FLOW gpm) 2025 B 0 0 S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER gpm) 121 MINIMUM PRESSURE PER SPRINKLER psi) 51.87 THIS SYSTEM OPERATES AT A FLOW OF 1521.02 gpm AT A PRESSURE OF 101.61 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS NEW HIGH ROOF COMBINED WITH EXIST. dst12 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 [ ] TEST AREA 2 TEST AREA 3 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 1.01 1.6.80 37.50 128.79 58.76 102 16.80 37.50 126.39 56.60 103 16.80 37.50 122.10 52.82 104 16.80 37.50 127.55 57.63 105 16.80 37.50 125.18 55.52 106 16.80 37.50 121.00 51.87 THE SPRINKLER SYSTEM FLOW IS 751.02 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm THE INSIDE HOSE RACK SPKLR'S. YARD HYDT. FLOW IS 770.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR AT REF. PT. 1 <--- STATIC PRESSURE 169.00 psi RESIDUAL PRESSURE 147.00 psi AT 2025.00 gpm TOTAL SYSTEM FLOW 1771.02 gpm AVAILABLE PRESSURE 151.84 psi AT 1771.02 gpm OPERATING PRESSURE 102.96 psi AT 1771.02 gpm PRESSURE REMAINING 48.88 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A BACKFLOW PREVENTER METER DETECTOR CHECK VALVE OTHER DEVICE AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR to DST SYSTEMS NEW HIGH ROOF COMBINED WITH EXIST. dst12 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 1 2 1521.02 1.00 642 77.70 120 2 8.249 0.017 0.000 102.96 101.61 1.35 2 3 1521.02 1.00 55 8.88 120 2 8.249 0.017 0.000 101.61 95.44 6.17 3 99 1521.02 7.00 0 0.00 120 2 8.249 0.017 0.000 95.44 95.32 0.12 99 4 751.02 3.00 0 0.00 120 2 8.249 0.005 0.000 95.32 95.30 0.01 4 5 751.02 6.00 346 99. 90 120 2 8.249 0.005 2. 600 95.30 92.21 0.49 5 8 751.02 16.00 0 0.00 120 2 8.249 0.005 6.933 92.21 85.20 0.07 8 11 751.02 282.00322222 108.78 120 2 8.249 0.005 0.433 85.20 82.95 1.82 11 12 751.02 3.00 0 0.00 120 2 6.357 0.017 0.000 82.95 82.95 -0.00 12 35 751.02 80.00 22 25.10 120 2 6.357 0.017 5.633 82.95 75.58 1.74 35 36 0.00 75.00 0 0.00 120 2 6.357 0.000 0.000 75.58 75.58 0.00 36 52 0.00 155.00 3 21.12 120 2 4.260 0.000 0.000 75.58 75.58 0.00 36 53 0.00 72.00 0 0.00 120 2 6.357 0.000 0.000 75.58 75.58 0.00 53 54 0.00 155.00 2 8.98 120 2 4.260 0.000 0.000 75.58 75.58 0.00 54 52 0.00 72.00 2 8.98 120 2 4.260 0.000 0.000 75.58 75.58 0.00 52 55 0.00 75.00 0 0.00 120 2 4.260 0.000 0.000 75.58 75.58 0.00 35 60 751.02 42.00 3 21.12 120 2 4.260 0.116 0.000 75.58 68.24 7.34 60 61 565.30 10.00 0 0.00 120 2 4..260 0.069 0.000 68.24 67.56 0.69 61 62 314.06 10.00 0 0.00 120 2 4.260 0.023 0.000 67.56 67.30 0.26 62 93 0.00 93.00 2 8.98 120 2 4.260 0.000 0.000 67.30 67.30 0.00 60 63 185.71 0.50 3 14.80 120 2 2.635 0.091 0.217 68.24 66.64 1.38 61 64 251.24 0.50 3 14.80 120 2 2.635 0.159 0.217 67.56 64.91 2.43 62 65 314.06 0.50 3 14.80 120 2 2.635 0.240 0.217 67.30 63.41 3.67 63 66 185.71 4.00 2 5.89 120 2 2.635 0.091 0.433 66.64 65.31 0.90 64 67 251.24 4.00 2 5.89 120 2 2.635 0.159 0.433 64.91 62.91 1.57 65 68 314.06 4.00 2 5.89 120 2 2.635 0.240 0.433 63.41 60.60 2.37 66 67 185.71 10.00 0 0.00 120 2 2.157 0.240 0.000 65.31 62.91 2.40 67 68 180.62 10.00 0 0.00 120 2 2.157 0.228 0.000 62.91 60.60 2.31 68 69 243.10 10.00 0 0.00 120 2 . 2.157 0.396 0.000 60.60 56.58 4.02 67 101 256.34 9.50 0 0.00 120 2 2.157 0.437 0.000 62.91 58.76 4.15 68 102 251.58 9.50 0 0.00 120 2 2.157 0.422 0.000 60.60 56.60 4.01 69 103 243.10 9.50 0 0.00 120 2 2.157 0.396 0.000 56.58 52.82 3.76 101 104 127.55 9.00 0 0.00 120 2 2.157 0.120 0.000 58.76 57.63 1.13 102 105 125.18 9.00 0 0.00 120 2 2.157 . 0.116 0.000 56.60 55.52 1.08 103 106 121.00 9.00 0 0.00 120 2 2.157 0.109 0.000 52.82 51.87 0.95 A MAX. VELOCITY OF 22.5 ft./sec. OCCURS BETWEEN REF. PT. 67 AND 101 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR l® MIDDLETOWN, CT H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T DST SYSTEMS HIGH BAY UNDER DUCT SPKRS dst6 W A T E R S U P P L Y STATIC PRESSURE (psi)169 RESIDUAL PRESSURE (psi) 147 RESIDUAL FLOW gpm) 2025 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER gpm) 121 MINIMUM PRESSURE PER SPRINKLER psi) 51.87 THIS SYSTEM OPERATES AT A FLOW OF 494. 90 gpm AT A PRESSURE OF 113.15 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 001 SCHEDULE 40 b 4M R S P wo 71 PA J bra i AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR n DST SYSTEMS HIGH BAY UNDER DUCT SPKRS dst6 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 [ ] TEST AREA 2 TEST AREA 3 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 113 16.80 32.00 1.23.66 54 .18 114 16.80 32.00 121.00 51.87 115 16.80 32.00 123.66 54.17 116 16.80 32.00 126.58 56.76 THE SPRINKLER SYSTEM FLOW IS 494.90 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm THE INSIDE HOSE RACK SPKLR'S. YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR AT REF. PT. 1 <--- STATIC PRESSURE 169.00 psi RESIDUAL PRESSURE 147.00 psi AT 2025.00 gpm TOTAL SYSTEM FLOW 744.90 gpm AVAILABLE PRESSURE 165.55 psi AT 744.90 gpm OPERATING PRESSURE 113.32 psi AT 744.90 gpm PRESSURE REMAINING 52.23 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A BACKFLOW PREVENTER METER DETECTOR CHECK VALVE OTHER DEVICE AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR IL DST SYSTEMS HIGH BAY UNDER DUCT SPKRS dst6 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 1 2 494.90 1.00 642 77.70 120 2 8.249 0.002 0.000 113.32 113.15 0.17 2 3 494 .90 1.00 355 45.51 120 2 8.249 0.002 0.000 113.15 107.05 6.10 3 4 494.90 9.00 0 0.00 120 2 8.249 0.002 0.000 107.05 107.03 0.02 4 5 494.90 6.00 346 99.90 120 2 8.249 0.002 2.600 107.03 104.21 0.23 5 8 494 . 90 16.00 0 0.00 120 2 8.249 0.002. 6.933 104.21 97.24 0.03 8 11 494.90 282.00322222 108.78 120 2 8.249 0.002 0`.433 97.24 95.96 0.84 11 12 494.90 3.00 0 0.00 120 2 6.357 0.008 0.000 95.96 95.94 0.02 12 14 494.90 22.00 2 8.98 120 2 4.260 0.054 0.000 95.94 94.35 1.59 14 15 458.09 9.00 0 0.00 120 2 4 .260 0.047 0.000 94.35 93.94 0.42 15 16 453.32 11.50 0 0.00 120 2 4.260 0.046 0.000 93.94 93.41 0.52 16 17 453.32 11.50 0 0.00 120 2 4.260 0.046 0.000 93.41 92.89 0.52 18 19 127.96 9.00 0 0.00 120 2 2.635 0.046 0.000 87.81 87.36 0.45 19 20 127.96 11.50 0 0.00 120 2 2.635 0.046 0.000 87.36 86.84 0.52 20 21 127.96 11.50 0 0.00 120 2 2.635 0.046 0.000 86.84 86.32 0.52 14 15 36.81 2.00 3 6.40 120 1 1.610 0.050 0.000 94.35 93.94 0.42 15 16 41.58 2.00 3 6.40 120 1 1.610 0.062 0.000 93.94 93.41 0.52 16 17 41.58 2.00 3 6.40 120 1 1.610 0.062 0.000 93.41 92.89 0.52 17 18 127.96 2.00 ' 3 6.40 120 1 1.610 0.501 0.867 92.89 87.81 4.21 18 29 0.00 2.00 3 6.40 120 1 1.610 0.000 0.867 87.81 86.94 0.00 19 30 0.00 2.00 3 6.40 120 1 1.610 0.000 0.867 87.36 86.50 -0.00 20 31 0.00 2.00 3 6.40 120 1 1.610 0.000 0.867 86.84 85.97 -0.00 21 32 0.00 2.00 3 6.40 120 1 1.610 0.000 0.867 86.32 85.45 0.00 25 29 0.00 155.00 33 12.80 120 1 1.610 0.000 0.000 86.94 86.94 0.00 26 30 0.00 155.00 33 12.80 120 1 1.610 0.000 0.000 86.50 86.50 0.00 27 31 0.00 155.00 33 12.80 120 1 1.610 0.000 0.000 85.97 85.97 0.00 28 32 0.00 155.00 33 12.80 120 1 1.610 0.000 0.000 85.45 85.45 0.00 17 91 366.94 30.00 222 26.94 120 2 4.260 -0.031 3.900 92.89 87.23 1.76 21 92 127.96 34.00 222 17.67 120 2 2.635 0.046 3.033 86.32 80.93 2.35 91 61 153.30 84 .00 3 14 .80 120 2 2.635 0.064 0.000 87.23 80.95 6.28 61 92 -8.27 92.00 0 0.00 120 2. 2.635 0.000 0.000 80.95 80.93 0.02 61 64 161.56 115.00 311 14.87 120 2 2.157 0.186 0.000 80.95 56.82 24.12 64 113 154.68 5.00 3 10.45 120 2 2.157 0.171 0.000 56.82 54.18 2.65 113 65 31.62 6.00 0 0.00 120 2 2.157 0.009 0.000 54.18 54 .12 0.05 65 114 121.00 9.00 3 10.45 120 2 2.157 0.109 0.000 54.12 51.87 2.25 65 115 -89.98 2.00 0 0.00 120 2 2.157 0.063 0.000 54.12 54.17 -0.05 92 93 119.70 104.00 3 10.45 120 2 2.157 0.107 0.000 80.93 68.73 12.20 93 116 119.70 108.00 2 4.31 120 2 2.157 0.107 0.000 68.73 56.76 11.97 116 64 -6.88 2.00 0 0.00 120 2 2.157 0.001 0.000 56.76 56.82 -0.06 115 94 -213.64 50.00 0 0.00 120 2 2.157 0.312 0.000 54.17 69.75 -15.58 94 95 -213.64 11.00 2 4.31 120 2 2.157 0.312 0.000 69.75 74.53 -4.77 95 91 -213.64 93.00 3 14.80 120 2 2.635 0.118 0.000 74.53 87.23 -12.70 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS HIGH BAY UNDER DUCT SPKRS dst6 PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4 .3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) A MAX. VELOCITY OF 20.16 ft./sec. OCCURS BETWEEN REF. PT. 17 AND 18 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR MIDDLETOWN, CT H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T DST SYSTEMS HIGH ROOF AREA #1 dst W A T E R S U P P L Y STATIC PRESSURE (psi)169 RESIDUAL PRESSURE (psi) 147 RESIDUAL FLOW gpm) 2025 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER gpm) 121 MINIMUM PRESSURE PER SPRINKLER psi) 51.87 THIS SYSTEM OPERATES AT A FLOW OF 1986.83 gpm AT A PRESSURE OF 127.19 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 s AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR ST SYSTEMS HIGH ROOF AREA #1 dst PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 TEST AREA 2 TEST AREA 3 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 16.80 38.00 121. 98 52.71 102 16.80 38.00 121.00 51.87 103 16.80 38.00 124.76 55.14 104 16.80 38.00 123.61 54.13 105 16.80 38.00 124.78 55.16 106 16.80 38.00 123.47 54.01 107 16.80 38.00 126.13 56.36 108 16.80 38.00 125.18 55.51 109 16.80 38.00 125.87 56.13 110 16.80 38.00 124.65 55.04 111 16.80 38.00 125.84 56.10 112 16.80 38.00 124.56 54.96 THE SPRINKLER SYSTEM FLOW IS 1491.83 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm THE INSIDE HOSE RACK SPKLR'S. YARD HYDT. FLOW IS 495.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR AT REF. PT. 1 <--- STATIC PRESSURE 169.00 psi RESIDUAL PRESSURE 147.00 psi AT 2025.00 gpm TOTAL SYSTEM FLOW 2236.83 gpm AVAILABLE PRESSURE 142.55 psi AT 2236.83 gpm OPERATING PRESSURE 129.41 psi AT 2236.83 gpm PRESSURE REMAINING 13.14 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A BACKFLOW PREVENTER METER DETECTOR CHECK VALVE J OTHER DEVICE AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR 2 DST SYSTEMS HIGH ROOF AREA #f1 dst PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 1 2 1986.83 1.00 642 77.70 120 2 8.249 0.028 0.000 129.41 127.19 2.22 2 3 1986.83 1.00 55 8.88 120 2 8.249 0.028 0.000 127.19 120.91 6.28 3 4 1986.83 9.00 0 0.00 120 2 8.249 0.028 0.000 120.91 120.66 0.25 4 5 1986.63 6.00 346 99.90 120 2 8.249 0.028 2.600 120.66 115.07 2.99 5 8 1986.83 16.00 0 0.00 1.20 2 8.249 0.028 6. 933 115.07 107.69 0.45 8 11 1986.83 282.00322222 108.78 120 2 8.249 0.028 0.433 107.69 96.24 11.02 11 12 1986.83 3.00 0 0.00 120 2 6.357 0.100 0.000 96.24 96.03 0.21 12 35 1491.83 80.00 22 25.10 120 2 6.357 0.059 5.633 96.03 84.19 6.20 35 36 1079.25 75.00 0 0.00 120 2 6.357 0.032 0.000 84.19 81.76 2.43 36 37 741.78 80.00 3 21.12 120 2 4.260 0.114 0.000 81.76 70.28 11.49 37 38 739.60 26.00 3 21.12 120 2 4.260 0.113 0.000 70.28 64.95 5.32 38 39 496.62 4.00 0 0.00 120 2 4.260 0.054 0.000 64.95 64.56 0.39 39 40 248.25 6.00 0 0.00 120 2 4.260 0.015 0.000 64.56 64.57 -0.01 38 41 242.98 2.00 3 10.45 120 2 2.157 0.396 0.867 64.95 59.16 4.92 39 42 248.37 2.00 3 10.45 120 2 2.157 0.412 0.867 64.56 58.56 5.13 40 43 248.25 2.00 3 10.45 120 2 2.157 0.412 0.867 64.57 58.58 5.12 41 101 242.98 12.00 2 4.31 120 2 2.157 0.396 0.000 59.16 52.71 6.45 101 102 121.00 7.00 0 0.00 120 2 2.157 0.109 0.000 52.71 51.87 0.84 42 103 248.37 4.00 2 4.31 120 2 2.157 0.412 0.000 58.56 55.14 3.42 103 104 123.61 10.00 0 0.00 120 2 2.157 0.113 0.000 55.14 54.13 1.01 43 105 248.25 4.00 2 4.31 120 2 2.157 0.412 0.000 58.58 55.16 3.42 105 106 123.47 10.00 0 0.00 120 2 2.157 0.113 0.000 55.16 54 .01 1.14 37 45 2.19 35.00 0 0.00 120 2 4 .260 0.000 0.000 70.28 70.20 0.08 45 46 752.23 26.00 3 21.12 120 2 4.260 0.117 0.000 70.20 64.71 5.49 46 47 500:92 4 .00 0 0.00 120 2 4.260 0.055 0.000 64.71 64.43 0.27 47 48 250.39 6.00 0 0.00 120 2 4.260 0.015 0.000 64.43 64.39 0.04 46 49 251.31 2.00 3 10.45 120 2 2.157 0.421 0.867 64.71 58.60 5.24 47 50 250.52 2.00 3 10.45 120 2 2.157 0.419 0.867 64.43 58.35 5.21 48 51 250.39 2.00 3 10.45 120 2 2.157 0.418 0.867 64.39 58.32 5.21 49 107 251.31 1.00 2 4.31 120 2 2.157 0.421 0.000 58.60 56.36 2.24 107 108 125.18 7.00 0 0.00 120 2 2.157 0.116 0.000 56.36 55.51 0.85 50 109 250.52 1.00 2 4.31 120 2 2.157 0.419 0.000 58.35 56.13 2.22 109 110 124.65 10.00 0 0.00 120 2 2.157 0.115 0.000 56.13 55.04 1.09 51 111 250.39 1.00 2 4.31 120 2 2.157 0.418 0.000 58.32 56.10 2.22 111 112 124.56 10.00 0 0.00 120 2 2.157 0.115 0.000 56.10 54 .96 1.14 45 52 -750.04 41.00 0 0.00 120 2 4.260 0.116 0.000 70.20 74 .96 -4.76 36 53 337.47 72.00 0 0.00 120 2 6.357 0.004 0.000 81.76 81.49 0.27 53 54 337.47 155.00 2 8.98 120 2 4.260 0.026 0.000 81.49 77.09 4 .40 54 52 337.47 72.00 2 8.98 120 2 4.260 0.026 0.000 77.09 74 .96 2.14 52 55 -412.58 75.00 0 0.00 120 2 4.260 0.038 0.000 74.96 77.83 -2.88 55 35 -412.58 155.00 2 8.98 120 2 4.260 0.038 0.000 77.83 84.19 -6.36 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR Z DST SYSTEMS HIGH ROOF AREA #1 dst PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) A MAX. VELOCITY OF 22.06 ft./sec. OCCURS BETWEEN REF. PT. 49 AND 107 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. AMERICAN PIPING OF CT L Q FIRE PROTECTION CONTRACTOR MIDDLETOWN, CT H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T DST SYSTEMS HIGH ROOF AREA #2 & 3 dst7 W A T E R S U P P L Y STATIC PRESSURE - (psi) 169 RESIDUAL PRESSURE (psi) 147 RESIDUAL FLOW gpm) 2025 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER gpm) 121 MINIMUM PRESSURE PER SPRINKLER psi) 51.87 THIS SYSTEM OPERATES AT A FLOW OF 1499.32 gpm AT A PRESSURE OF 142.68 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 AMERICAN PIPING OF CT w FIRE PROTECTION CONTRACTOR rL yi DST SYSTEMS HIGH ROOF AREA #2 & 3 dst7 PAGE 2 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 TEST AREA 2 TEST AREA 3 X) REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 121 16.80 37 .00 1.30.12 59. 98 122 16.80 37.00 129.98 59.85 123 16.80 37.00 130.19 60.04 124 16.80 37.00 126.46 56.65 125 16.80 37.00 126.35 56.56 126 16.80 37.00 126.54 56.73 127 16.80 37.00 122.16 52.87 128 16.80 37.00 122.09 52.81 129 16.80 37.00 122.24 52.94 130 16.80 37.00 121.07 51.93 131 16.80 37.00 121.00 51.87 132 16.80 37.00 121.12 51.97 THE SPRINKLER SYSTEM FLOW IS 1499.32 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm THE INSIDE HOSE RACK SPKLR'S. YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR AT REF. PT. 1 <--- STATIC PRESSURE 169.00 psi RESIDUAL PRESSURE 147.00 psi AT 2025.00 gpm TOTAL SYSTEM FLOW 1749.32 gpm AVAILABLE PRESSURE 152.22 psi AT 1749.32 gpm OPERATING PRESSURE 144.00 psi AT 1749.32 gpm PRESSURE REMAINING 8.22 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A BACKFLOW PREVENTER METER DETECTOR CHECK VALVE OTHER DEVICE AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS HIGH ROOF AREA *2 & 3 dst7 PAGE 3 H~~N~~N~ FITTING~Equivalent~Length~per NNFPAN13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, -4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIG. ELEV. FROM TO DIFF gpm) (ft)ft) C TYPE (in)psi) (psi) (psi) psi) (psi) 1.00~ N' 642~N77.70--120ryNNNN2 8.249 0.017 0.000 144.00 142.68 1.32 2 3 1.499.32 1.00 55 8.88 120 2 8.249 0.017 0.000 142.68 136.52 6.17 017 0.000 136.52 136.37 0.15 3 4 1499.32 9.00 0 0.00 120 2 8.249 0 4 5 1499.32 6.00 346 99.90 120 2 8.249 0.017 2.600 136.37 131.99 1.77 5 8 1499.32 1.6.00 0 0.00 1.20 2 8.249 0.017 6.933 131.99 124.79 0.27 8 11 1499.32 282.00322222 108.78 120 2 8.249 0.060 0.000 117. 82 117 . 69 0. 54 11 12 1499.32 3.00 0 0.00 120 2 6.357 0.060 0.000 117.82 117.69 0.13 26 12 35 1499.32 80.00 22 25.10 120 2 6.357 0.060 5.633 117.69 105.80 2. 35 36 1115.15 75.00 0 0.00 120 2 6.357 0.034 0.000 105.80 103.22 58 36 52 392.44 155.00 3 21.12 120 2 4.260 0.035 0.000 103.22 97.09 6.13 36 53 392.44 55. 00 0 0.00 120 2 6.357 0.015 0.000 103.22 102.11 1.11 53 70 722.71 172.00 2 8.98 120 2 4.260 0.108 0.000 102.11 86.73 15.37 70 71 222.90 33. 00 0 0.00 120 2 4.260 0.012 0.000 86.73 86.57 0.17 71 72 -222.90 10.00 0 0.00 120 2 4.260 0.018 0.000 86.57 86.82 -0.26 70 73 496.52 0.50 3 14.80 120 2 2.635 0.567 0.000 86.73 78.05 8.68 71 74 499.43 0.50 3 14.80 120 2 2.635 0.567 0.000 86.57 77.90 8.67 72 75 500.08 0.50 3 14.80 120 2 . 2.635 0.568 0.033 78.05 59.98 8.64 73 121 499.81 4.50 322 26.58 120 2 2.635 0.567 0.433 78.05 59.98 17.64 74 122 499.43 4.50 322 26.58 120 2 2.635 0.567 0.433 77.90 59.85 17.61 75 123 500.08 4.50 322 26.58 120 2 2.635 0.568 0.433 78.13 60.04 17.65 121 124 369.69 10.00 0 0.00 120 2 2.635 0.325 0.000 59.98 56.65 3.33 29 122 125 369.45 10.00 0 0.00 120 2 2.635 0.324 0.000 59.85 56.56 3. 3.32 0.00 120 2 2.635 .0.325 0.000 60.04 56.73 123 126 369.90 10.00 0.90 9.50 0 0.00 120 2 2.157 0.396 0.000 56.65 52.87 3.78 124 12 369 125 128 243.09 9.50 0 0.00 120 2 2.157 0.396 0.000 56.56 52.81 3.75 126 129 243.36 9.50 0 0.00 120 2 2.157 0.397 0.000 56.73 52.94 3.79 127 130 121.07 9.00 0 0.00 120 2 2.157 0.109 0.000 52.87 51.93 0.94 128 131 121.00 9.00 0 0.00 120 2 2.157 0.109 0.000 52.81 51.87 0.94 128 131 121. 00 9.00 0 0.00 120 2 2.157 0.109 0.000 52.94 51.97 0.97 72 54 -776.61 2.00 0 0.00 120 2 4.260 0.124 0.000 86.82 87.07 -0.25 54 52 -776.61 72.00 2 8.98 120 2 4.260 0.124 0.000 87.07 97.09 -10.02 52 55 -384 .17 75.00 0 0.00 120 2 4.260 0.034 0.000 97.09 99.61 -2.52 55 35 -384 .17 155.00 23 30.10 120 2 4.260 0.034 0.000 99.61 105.80 -6.19 73 141 0.00 3.50 3 14.80 120 2 2.635 0.000 0.000 78.05 78.05 0.00 74 142 0.00 3.50 3 14 .80 120 2 2.635 0.000 0.000 77.90 77.90 0.00 75 143 0.00 3.50 3 14 .80 120 2 2.635 0.000 0.000 78.13 78.13 0.00 141 144 0.00 10.00 0 0.00 120 2 2.157 0.000 0.000 78.05 78.05 0.00 142 145 0.00 10.00 0 0.00 120 2 2.157 0.000 0.000 77.90 77.90 0.00 143 146 0.00 10.00 0 0.00 120 2 2.157 0.000 0.000 78.13 78.13 0.00 144 14 0.00 10.00 0 0.00 120 2 2.157 0.00o 0.000 78.05 78.05 0.00 145 14 8 0.00 10.00 0.00 120 2 2.157 0.000 0.000 777.90 777.90 0.00 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS HIGH ROOF AREA #2 & 3 dst7 PAGE 4 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TOTO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 146 149 0.00 10.00 0 0.00 120 2 2.157 0.000 0.000 78.13 78.13 0.00 147 150 0.00 10.00 0 0.00 120 2 2.157 0.000 0.000 78.05 78.05 0.00 148 151 0.00 10.00 0 0.00 120 2 2.157 0.000 0.000 77.90 77.90 0.00 149 152 0.00 10.00 0 0.00 120 2 2.157 0.000 0.000 78.13 78.13 0.00 A MAX. VELOCITY OF 29.42 ft./sec. OCCURS BETWEEN REF. PT. 75 AND 123 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR 1y) DST SYSTEMS HIGH ROOF AREA #2 & 3 dst7 J PAGE 5 SUMMARY OF REMOTE DESIGN AREA SEARCH THE REMOTE AREA requires the following pressures and flows at Ref. Pt. 1 TOTAL SYSTEM FLOW 1749.32 gpm AVAILABLE PRESSURE 152.22 psi OPERATING PRESSURE 144 .00 psi PRESSURE RF.MATNING 8. 22 psi The design area FOLLOWING the remote area requires the following pressures and flows at Ref. Pt. 1 TOTAL SYSTEM FLOW 1768.74 gpm AVAILABLE PRESSURE 151.88 psi OPERATING PRESSURE 143.33 psi PRESSURE REMAINING 8.54 psi Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R. I. U.S.A. AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR MIDDLETOWN, CT H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T DST SYSTEMS HIGH ROOF AREA #4 Q;f W A T E R S U P P L Y--// STATIC PRESSURE (psi)i69 RESIDUAL PRESSURE (psi)147 RESIDUAL FLOW gpm) 2025 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R.S MINIMUM FLOW PER SPRINKLER gpm) 121 MINIMUM PRESSURE PER SPRINKLER psi) 51.87 THIS SYSTEM OPERATES AT A FLOW OF 1966.07 gpm AT A PRESSURE OF 126.50 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS HIGH ROOF AREA #4 PAGE 2 iTT1NG Equivalent Length per NnJP, l3 1994, 6-4 .3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF gpm) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 1 2 1966.07 1.00 642 77.70 120 2 8.249 0.028 0.000 128.68 126.50 2.18 2 3 1966.07 1.00 55 8.88 120 2 8.249 0.028 0.000 126.50 120.23 6.27 3 4 1966.07 9.00 0 0.00 120 2 8.249 0.028 0.000 120.23 119.98 0.25451966.07 6.00 346 99.90 120 2 8.249 0.028 2. 600 119.98 114.45 2.93 5 8 1966.07 16.00 0 0.00 120 2 8.249 0.028 6. 933 114.45 107.08 0.44 8 11 1966.07 282.00322222 108.78 120 2 8.249 0.028 0.433 107.08 95.84 10.81 11 12 1966.07 3.00 0 0.00 120 2 6.357 0.098 0.000 95.84 95.54 0.2912351471.06 80.00 22 25.10 120 2 6.357 0.057 5. 633 95.54 83.87 6.04 35 36 1133.84 75.00 0 0.00 120 2 6.357 0.035 0.000 83.87 81.21 2.66 36 52 319.09 155.00 3 21.12 120 2 4.260 0.024 0.000 81.21 77.05 4 .16 36 53 814.75 72.00 0 0.00 120 2 6.357 0.019 0.000 81.21 79.82 1.39 53 80 814 .75 93.00 2 8.98 120 2 4.260 0.135 0.000 79.82 66.03 13.798081323.85 10.00 0 0.00 120 2 4.260 0.024 0.000 66.03 65.86 0.17 81 82 -166.09 10.00 0 0.00 120 2 4.260 0.007 0.000 65.86 65.91 -0.05 80 83 490.90 0.58 3 17.42 120 2 3.260 0.195 0.251 66.03 62.28 3.508184489.94 0.58 3 17.42 120 2 3.260 0.194 0.251 65.86 62.12 3.49 82 85 490.23 0.58 3 17.42 120 2 3.260 0.194 0.251 65.91 62.16 3.50 83 171 490.90 4.50 322 30.82 120 2 3.260 0.195 0.433 62.28 54.97 6.8884172489.94 4.50 322 30.82 120 2 3.260 0.194 0.433 62.12 54.84 6.85 85 173 490.23 4.50 322 30.82 120 2 3.260 0.194 0.433 62.16 54 .87 6.86171174366.33 10.00 0 0.00 120 2 3.260 0.113 0.000 54.97 53.90 1.07172175365.52 10.00 0 0.00 120 2 3.260 0.113 0.000 54.84 53. 65 1.19173176365.77 10.00 0 0.00 120 2 3.260 0.113 0.000 54 .87 53.71 1.16 174 177 242.99 9.50 0 0.00 120 2 2.635 0.149 0.000 53.90 52.48 1.42 175 178 242.46 9.50 0 0.00 120 2 2.635 0.149 0.000 53.65 52.26 1.39 176 179 242.64 9.50 0 0.00 120 2 2.635 0.149 0.000 53.71 52.33 1.37177180121.28 9.00 0 0.00 120 2 2.635 0..041 0.000 52.48 52.11 0.37178181121.00 9.00 0 0.00 120 2 2.635 0.041 0.000 52.26 51.87 0.40 179 182 121.10 9.00 0 0.00 120 2 2.635 0.041 0.000 52.33 51.96 0.38 82 54 -656.32 42.00 0 0.00 120 2 4.260 0.091 0.000 65.91 69.71 -3.805452 -656.32 72.00 2 8.98 120 2 4 .260 0.091 0.000 69.71 77.05 -7.335255 -337.23 75.00 0 0.00 120 2 4.260 0.026 0.000 77.05 79.03 -1.985535 -337.23 155.00 23 30.10 120 2 4.260 0.026 0.000 79.03 83.87 -4.84 A MAX. VELUCiTY Ur' 19.87 ft./sec. UCCuRs 13E'1'N!EE'N KEr'. 1''1'. 11 AND 12 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. AMERICAN PIPING OF CT QTWTTow CONTRACTOT MIDDLETOWN, CT H Y D R A U L i 0 C A I C U I A T T 0 N S C 0 V E R S H E E T DST SYSTRAS HIGH ROOF AREA #5 W9 W A T E R S U P P L Y STATIC PRESSURE ws' )16,j RFSIDUAh: PFFSSURF fQ01 14-; RESIDUAL FLOW mpm) 2025 R 0 0 S T F R p u m p S NUMBER OF BOOSTER PUMPS 0 S P 9 1 N K L Z R S MINIMUM FLOW PER SPRINKLER gpm) 121 MINIMUM PRESSURE PER SPRINKLER psi) 51.82 TUTS RVSTFM OPFRATWS AT A FTOW OF 191?. 60 y"m AT A PPRPSTRE 07 177. 35 py; AT THE }SASH; OF THE RISER (REF. PT. 2) PIPES USFD FOR THIS SYSTV-1 002 SCHEDULE 10 AMERICAN PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYSTEMS HIGH ROOF AREA #5 dst9 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 [ ] TEST AREA 2 TEST AREA 3 REMOTE AREA Elevation G sp.`inklsprinklers Elevation ab e ::'-.Lei test- REF. Jt 1._. J L1:4 Gt..... PT. K ELEV. FLOW PRESSURE ft 9p.. psi 185 16.80 37.58 127.07 57.20 186 16.80 37.50 126.50 56.76 187 16.80 37.58 126.69 56.86 188 16.80 37.58 123.28 53.84 189 16.80 37.5.0 123.14 53.72 190 16.80 37.58 123.20 53.77 191 16.80 37.58 121.67 52.45 192 16.00 37.58 121.43 52.23 193 16.80 37.58 121.45 52.25 194 16.80 37.58 121.17 52.01 195 16.80 37.58 121.00 51.87 196 16.80 37.58 120.94 51.82 THE SPRINKLER SYSTEM FLOW IS 1477.60 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm C 1 THE INSIDE S 1 PACK SPKLRIS. YARD HYDT. FLOW IS 495.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR AT REF. PT. 1 <--- STATIC PRESSURE 169.00 psi RESIDUAL PRESSURE 147.O0 psi. AT 2025.00 qpm TOTAL SYSTEM FLOW 2222. 60 gpm AVAILABLE PRESSURE 142.86 psi AT 2222.60 gpm OPERATING PRESSURE 129.54 psi AT 2222.60 gpm PRESSURE REMAINING 13.32 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. 0 2 FOR. BACKFLOW PREVENTER METER DETECTOR CHECK VALVE OTHER DEVICE t' AMERIC N PIPING OF CT FIRE PROTECTION CONTRACTOR DST SYti'I'k_:MS HIGH R00y AUEA 45 dst9 PAGE 2 FITTING Equivalent Length per NFFA 13 1994, 6-4 .3 11dica Les Equivalent Length. 'T' indicates Threaded Fit Ling 1=45 Elbow, 2=90 Elbow, 3='T' 1Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EOV. H-lti PIPE DIA. FRIG. ELEV. FROM TO U1££ Am) (ft) ft) C TYPE (in)psi) (psi) (psi) (psi) (psi) 1 2 1972.60 1--00 642 77.70 120 2 9_249 0.029 0.000 129.54 127.35 2.19 2 3 197.2,60 1 .00 55 8,88 120 2 8,249 0,028 0,000 127 ,35 121 ,08 6,27 3 4 1972.60 9.00 0 0.00 120 2 8.249 0.028 0.000 121.08 120.83 0.25 e 5 1972.60 c 00 346 99,90 120 2 8.249 0.029 2.600 120.93 115.20 2.9595 1912, 60 16.00 0 0,00 120 2 8. 249 0.028 6. 933 115.28 107.90 0.45 8 11 1972.60 282.00322222 108.78 120 2 8.249 0.028 0. 433 101.90 96.59 10.87 11 12 1972.60 3 00 n 0.00 120 7 6 357 0.099 0 000 96 59 96.44 0-1 6 12 35 1407.60 80.00 22 25.10 120 2 6.357 0.058 5. 633 96.44 84.71 K OS) 35 36 1138.62 75.00 0 0.00 120 2 6.357 0.036 0.000 84.71 82.03 2.68 36 G7 320.54 155.00 3 21.12 120 2 4.260 0.024 0.000 02.03 77.62 4 .41 36 53 818,07 - 72,00 11 0,00 120 2 6.357 0,019 0.000 82,03 80,63 1 .40 53 80 818.07 93.00 2 8.98 120 2 4.260 0.136 0.000 .80.63 66.74 13.89 00 01 324 .99 10.00 0 0.00 120 2 4.260 0.025 0.000 6.74 66.27 0.47 81 82 - 16 7.25 10.00 0 0.00 120 2 4.260 0.007 0.000 66.21 66.38 -0. 1 1 80 83 493.18 0.58 3 17.42 120 2 3.260 0.196 0.251 66.74 62.96 3.53 01 84 492.15 0.50 3 17.42 120 2 3.260 0.196 0.251 66.27 62.50 3.52 82 85 492.28 0.58 3 17.42 120 2 3.260 0.196 0.251 66.38 62.60 3.52 83 185 493.18 3.00 32 24.12 120 2 3.260 0.196 0.433 62.96 57.20 5.32 84 196 492_15 3.00 32 24 .12 120 2 3.260 0.196 0- 33 62-50 56.76 5.30 85 187 492.28 3.00 32 24.12 120 J .260 0. 196 0.433 62.60 56.86 5.31 185 188 366.12 10.00 0 0.00 120 2 2.635 0.319 0.000 57.20 53.84 3.36 196 199 365.57 10.00 0 0.00 120 2 2.635 0-30 0.000 56_76 53.72 3 04 187 190 365,58 10,00 0 0,00 120 2 2,635 0,318 0,000 56,86 53,71 3.09 188 191 242.84 9.50 0 0.00 120 2 2.635 0.149 0.000 53.84 52.45 1.39 109 192 242.43 9.50 0 0.00 120 2 2.635 0.149 0.000 53.72 52.23 1 .49 190 193 242.39 9.50 0 0.00 120 2 2.635 0. 149 0,000 53.71 52.25 1 .52 191 194 121.17 9.00 0 0.00 120 2 2.635 0-.041 0.000 52.45 52.01 0.44 192 195 121 .00 9-00 0 0.00 120 2 2.635 0.041 0.000 52.23 51 .97 0.37 193 196 120,94 9,00 fI 0,00 - 120 2 2. 635 0,041 0,000 52,25 51_82 0,43 82 54 -659.53 42.00 0 0.00 120 2 4 .260 0.091 0.000 66.38 70.22 -3.84 54 52 -659 5? 72.00 2 8.90 120 2 4 .260 0.091 0.000 70.22 77.62 -7_4!1 52 55 -338.99 15,00 0 0.00 120 2 4.260 0.027 0,000 11.62 19.61 -2.00 55 35 -338.99 155.00 23 30.10 120 2 4.260 0.027 0.000 79.61 84 .71 -5.10 A MAX. VELOCITY OF 21.53 ft./sec. OCCURS BETWEEN REEF. PT. 85 AND 88 Sprinkler-CALC Release 7.2 Win Yy'}i Walsh Engineering Inc. North Kingstown R.I. U.S.A. D GRAPH DST SYSTEMS HIGH ROOF AREA #2 & 150 00 140.00 130.00 120.00 P 110.00 R 100.00 E 90.00 S 80.00 S 70.00 u 60.00 R 50.00 E 40.00 80.00 20.00 10.00 0.00 0 500 1000 1500 2000 Supply: 147.00 psi a 2025.00 gpm FLOW Demand: 144.00 psi e 1749.32 9pm i KENDLAND COMPANY, INC. RECORD OF HYDROSTATIC TEST 15 Wisconsin AvenueW6Norwich,Connecticut 06360-1515 KENDWEI Phone 203/889-3311 Project:Location: uas exkm%" ( Project 3> o t, ` L Owner: Engineer: Prepared By: ex S System: Max Allow Working Pressure: Project Manager: Lines Tested Line Designation From To AM Test Specifications Min.Water Temp. Test Pressure:Min. Holding Time: Add'I Test Requirements: The above Spec. is is not for Code Work Test Record Press.Gage No.:Temp.Gage No.:Date: -. Indicated Press.: I A P$ Indicated Temp.:Holding Time: C Results of Weld Exam: Witnessed By Name-Tide) Name- ride) KENOLAND COMPANY, INC. Owner- Engr.Agent Auttwrized In e r S. KENOLAND COMPANY, INC. RECORD OF HYDROSTATIC TEST 15 Wisconsin Avenue Norwich,Connecticut 06360-1515 KDDL.AND Phone 203/889-3311 Project: Location: Project c 1.5 Owner: Engineer: Prepared By: V Inc C13- System: Max Allow Working Pressure: Project Manager: Lines Tested Line Designation From To Test Specifications C,Min.Water Temp. Test Pressure:o6 G Min.Holding Time:_.. Add'1 Test Requirements: The above Spec. is is not for Code Work Test Record Press.Gage No.:Temp.Gage No.:Date::R9 Indicated Press.: S Indicated Temp.:Holding Time: Results of Weld Exam: Witnessed By d WA,d'e) Name-Tide) Name-Tide) KENDLAND COMPANY, INC. Owner- Engr.Agent Authorized inspe to KENOLAND COMPANY, INC. RECORD OF HYDROSTATIC TEST 15 Wisconsin Avenue Norwich,Connecticut 06360-1515 KEN DV"1' A n tJ Phone 203/889-3311 i VJ Project: Location: j-J"p^G'Projects na d Owner: Engineer: Prepared By: r b System: _ , Max Allow WorkingPressure:dpV VyW SQ v In Project Manager:m C' v Z Lines Tested Line Designation From To h rSICAWLS x c e.S c fir• .3 Test Specifications tMin.Water Temp. Test Pressure: 1 ( Min. Holding Time: l C Add'I Test Requirements: The above Spec. is is not for Code Work Test Record Press.Gage No.:_ Temp.Gage No.:Dater C Indicated Press.: iCQ i Indicated Temp.:Holding Time: Results of Weld Exam: Witnessed By QW01 no-,A. 9?'f/ e-Title) Name-Tide) V S ( Name-ride) KENOLANO COMPANY, INC. Owner- Engr.Agent Aukthonze spector Val KENDLAND COMPANY, INC. RECORD OF HYDROSTATIC TESTIonUUU16415WisconsinAvenue Norwich,Connecticut 06360-1515 KE D ^ A n Phone 2031889-3311 Project: Location: \ Project# r Owner: Engineer: Prepared By: C J ti COS System: Max Allow Working Pressure: Project Manager: GckS Lines Tested Line Designation From To F%m 'Axe-,We v oky sine_. <,,cS cx)N-Ae.-\- e)%y&'%e, oA yN\k, Na cx\\ 'NN2 Y=<.O 6 tl Eck\\SkS ypNO \\\e QV& C) og\ CA Test Specifications Min.Water Temp. Test Pressure:Min.Holding Time: nUf Add'I Test Requirements: The above Spec. is is not for Cade Work Test Record Press.Gage No.:Temp.Gage No.:Date: : Indicated Press.: So M6' Indicated Temp.:Holding Time: Results ofWeld Exam: Witnessed By lNeKe-Tide) Name-Tide) Name-Tide) KENOLAND COMPANY, INC. Owner- Engr.Agent Autho Ized Inspec or KENOLAND COMPANY, INC. RECORD OF HYDROSTATIC TEST 15 Wisconsin Avenue Norwich,Connecticut 06360-1515 KENDWD Phone 203/889-3311 Project Location: `- s \5'Z Project sF S\ Owner. Engineer: Prepared By: System: e-SSer Max Allow Working Pressure: Project Manager: 1 S° etACA Lines Tested Line Designation From To N\\ t Dk Cep,. CROW \1 CdJS ? n2 wale_\(\Ws kt Test Specifications Min.Water Temp. Test Pressure: Min.Holding Time: Add'I Test Requirements: The above Spec. is is not for Code Work Test Record Press.Gage No.:Temp.Gage No.:Dater Indicated Press.: 1 Indicated Temp.:Holding Time: Results of Weld Exam:T Witnessed By N e- ide) Name-Tide) Name-Tide) KENOLAND COMPANY, INC. Owner- Engr.Agent Author ed InsPe to ate- 71S W v, KENOLAND COMPANY, INC. RECORD OF HYDROSTATIC TEST 15 Wisconsin AvenueW6Norwich,Connecticut 06360-1515 KEN D AA n Phone 203/889-3311 Project: Location: Project tr Owner: Engineer: Prepared By: System: Max Allow Working Pressure:Yy 9 Project Manager: O Lines Tested Line Designation From To Conn 3 n sap h Vag a C a-ne r Ab a Test Specifications Min.Water Temp. Test Pressure: \00 M9 Min. Holding Time: Add'I Test Requirements: The above Spec. is is not for Code Work Test Record Press.Gage No.:Temp.Gage No.:Date: 6-Z—CAA Indicated Press.: too flS4 Indicated Temp.:Holding Time: Results of Weld Exam: Witnessed By o ame.Title) Name-Tide) jN'-;eKENDLANDCOMPANY, INC. Owner- Engr.Agent Auzed I ector KENOLAND COMPANY, INC. RECORD OF HYDROSTATIC TEST 15 Wisconsin AvenueM64Norwich,Connecticut 06360-1515 KD t'11 A A f1 Phone 203/889-3311 Project: Location: \- 1,\\Q ,Project#: Owner: Engineer: Prepared By: n System: Max Allow Working Pressure: Project Manager 51 2 1ZJ0, \&I szez,1,Ck Lines Tested Line Designation From To ly4 Ins, C19W`;n NIS Q Test Specifications Min.Water Temp. Test Pressure ino OR Ckn+,rC Min. Holding Time: ym9,n Add'I Test Requirements: The above Spec. is is not for.Code Work Test Record Press.Gage Nc.:Temp.Gage No.:Date:t",..&C1°l Indicated Press.: -Tda oz—len4S Indicated Temp.:Holding Time: 5 G Results of Weld Exam: Witnessed By N -Tide) Name-Tide) Name-Tide) KENOLAND COMPANY, INC. Owner- Engr.Agent Auth rized Ins ec r Electrical Inspection Report Output Technologies Inc. 125 Ellington Road Date: Area Inspected: / DI'! / .94 e-1, 7er l t e Cos v D 41q p h oiv e ivies q" p v c . Comments I Recommendation: Inspectors Signature: amipro/Cliff/90232/inspect. KENOLAND COMPANY, INC. RECORD OF HYDROSTATIC TEST 15 Wisconsin Avenue066Norwich,Connecticut 06360-1515 KENDWD Phone 203/889-3311 Project CLocation: 1_t ( Project#: Owner: Engineer: Prepared By: c v System: n` _ . C Max Allow Working Pressure: Project Manager: Lines Tested Line Designation From To sn wzpcs cu,csc\ Se. Urea G\\ 34N\eQQ SqN%* c» 'N\2, N)f\ Test Specifications Min.Water Temp. Test Pressure: \oe dF a Min.Holding Time: Add'I Test Requirements: The above Spec. is is not for Cade Work Test Record Press.Gage No.: _ Temp.Gage No.:Date: 11_RAR Indicated Press.: 81Z Qkoelt Indicated Temp.:Holding Time: Jr— y)Rw Results of Weld Exam: Witnessed By 8 e-Title) Name-Tide) Name-Tide) KENOLAND COMPANY, INC. Owner- Engr.Agent AUMorizpd Inspector KENOLAND COMPANY, INC. RECORD OF HYDROSTATIC TESTIon U U Ubt 15 Wisconsin Avenue Norwich,Connecticut 06360-1515 KEN DLA n Phone 203/889-3311 Project: Location: Project# Owner: Engineer: Prepared By: System: Max Allow Working Pressure: Project Manager: Lines Tested Line Designation From To 3 A-a 4Nve- Ceac ke\, oyp&Ck F, -p. \o e.4 rr \03 Test Specifications Min.Water Temp. Test Pressure: ko- hfa.X Min.Holding Time: rti.4 n Add'I Test Requirements: The above Spec. is is not for Code Work Test Record Press.Gage No.:Temp.Gage No.:Date: :' Indicated Press.: 10 1\pcx Indicated Temp.:Holding Time: r\9-Y\ Results of Weld Exam: Witnessed By v Title) Name-Title) Name-Tide)We KENOLAND COMPANY, INC. Owner- Engr.Agent Authorized Inspe for ems_ , KENOLANO COMPANY, INC. RECORD OF HYDROSTATIC TEST 15 Wisconsin AvenueOttNorwich,Connecticut 06360-1515 KENDLMD Phone 203/889-3311 Project: Location: \ C `C Project rF r Owner: Engineer: Prepared By: System. Max Allow Working Pressure: Project Manager:Hove. 0'4zi3 S Lines Tested Line Designation From To m*a Un2S ko ;One Test Specifications Min.Water Temp. Test Pressure: `OQ Min.Holding Time: S ncv ,\ Add'I Test Requirements: The above Spec. is is not for Code Work Test Record 1Press.Gage'Na.:Temp.Gage No.:Date: sl i Indicated Press.: `CA 01 _ Indicated Temp.:Holding Time: , 401 V, Results of Weld Exam: Witnessed By Tide Name-Tide) Name-Tide) KENOLAND COMPANY, INC. Owner- Engr.Agent r,7 tho zed Inspector KENOLAND COMPANY, INC. RECORD OF HYDROSTATIC TEST 15 Wisconsin Avenue Norwich,Connecticut 06360-1515 KD^' ^ A n Phone 203/889-3311 Project: Location: , 4 Project ooV ' k c- c:'A S Owner: Engineer: Prepared By: C r System: e— Csw' Max Allow Working Pressure: Project Manager: Lines Tested Line Designation From To Test Specifications Min.Water Temp. Test Pressure: Z 6 Min.Holding Time: vvR 0 Add'I Test Requirements: The above Spec. is is not for Code Work Test Record Press.Gage No.:Temp.Gage No.:Date: Indicated Press.:c, rJF r Indicated Temp.:Holding Time: Results of Weld Exam: Witnessed By N - ide) Name-Title) Name-ride) KENOLAND COMPANY, INC. Owner- Engr.Agent authorized Inspec r KENOLAND COMPANY, INC. RECORD OF HYDROSTATIC TEST 15 Wisconsin Avenue064Norwich,Connecticut 06360-1515 KENDLAND Phone 203/889-3311 Project:( Location: a5 C n Project#: OL a l Owner: Engineer: Prepared By: System: Max Allow Working Pressure: Project Manager: Lines Tested Line Designation From To rr Test Specifications Min.Water Temp. Test Pressure: Y12CN, Min. Holding Time: Add'I Test Requirements: The above Spec. is is not for Code Work Test Record Press.Gage No.:Temp.Gage No.:Date: Indicated Press.:Indicated Temp.: Holding Time: 5 WIR Results of Weld Exam: Witnessed By 311 F g 7 e-Title) Name-Title) me-Title) KENOLAND COMPANY, INC. Owner- Engr. Agent 1 Aut orized inspector Electrical Inspection Report Output Technologies Inc. 125 Ellington Road Date: Area Inspected: V JD D't 1 U S %L Q( lD Z/ PVC f C Comments/Recommendation: Inspectors Signature: m:/amipro/CliW98E232/fiWed KENDLAND COMPANY, INC. RECORD OF HYDROSTATIC TEST 15 Wisconsin AvenueOttNorwich,Connecticut 06360-1515 KMI.AND Phone 203/889-3311 Project: J '!;e , OVOCyQS Location: S J Wb(\cSof Project#:vV T a 5 Owner:" Engineer: Prepared By: r C System: Oth 2 Max Allow Working Pressure: Project Manager: T Z Lines Tested Line Designation From To Test Specifications Min.Water Temp. Test Pressure: ` 4 i Min. Holding Time:CS Add'I Test Requirements: The above Spec. is is not for Code Work Test Record Press.Gage No.:Temp.Gage No.: Date: w\CM Indicated Press.: o54 Indicated Temp.: Holding Time: cx rS Results of Weld Exam: Witnessed By 0 DAAz ame-Title) Name-Tide) Name-Title) KENOLAND COMPANY, INC. Owner- Engr. Agent Authorized Inspector a or KENDLAND COMPANY, INC. RECORD OF HYDROSTATIC TEST 15 Wisconsin AvenueOttNorwich,Connecticut 06360-1515 M n' w A n Phone 203/889-3311 Project:-` Location: S p Project#: Owner: C Engineer: Prepared By: 2, tvxq)- v n l System: Max Allow Working Pressure: Project Manager: COUt Lines Tested Line Designation From To F(er c one \ x"'- hz, -Vo NNnP, Ltrr iion.K eme t-1 c- w.& cK Vn2 Test Specifications Min.Water Temp. Test Pressure: `O e Nme Min. Holding Time: Add'I Test Requirements: The above Spec. is is not for Code Work Test Record Press.Gage No.:Temp.Gage No.: Date: Indicated Press.: Id \1)" Indicated Temp.: Holding Time: mG i\u%, Results of Weld Exam: Witnessed By Title) Name-Title) Name-Title) KENDLAND COMPANY, INC. Owner- Engr. Agent Z/ orized Inspgctpr 1 KENDLAND COMPANY, INC. RECORD OF HYDROSTATIC TEST 15 Wisconsin AvenueOttNorwich,Connecticut 06360-1515 KED A n Phone 203/889-3311 JLt1'LJ Project: Location: Project#: c= 5Owner: Engineer: Prepared By: Jelt"('9Cko CR CS4`n v h 2L N 2vJSSystem: Max Allow Working Pressure: Project Manager: C 1 Lines Tested Line Designation From To w Test Specifications Min.Water Temp. Test Pressure: ( --2G. Min. Holding Time: \0 rv.Q Add'I Test Requirements: The above Spec. is is not for Code Work Test Record Press.Gage No.:Temp.Gage No.: Date: d\— IIA _G\C Indicated Press.: t Q' V\C'la Indicated Temp.: Holding Time:Results of Weld Exam: Witnessed By N I ame-Title)Name-Title) Name-Title) KENDLAND COMPANY, INC. Owner- Engr. Agent Authorized Inspector ELI f@X;dbU—b4J—IJ4d mug IO 4000 iU:Ur r. ut i STATE 1.10,.*1Q2*14,93327 3510 MAIN S'I•. HARjFOMi,OO MgCfICUT 06120860)549-2822 FAX{M -$494901 E,Q E 'M%F e-mail::InfoQEClncorpwated.com August 18,2006 R CEIyE pUG 1 g 2006 Brian McSweeney . S0 Gp pl•Suffolk Cousbuotion Com;xUJy W1NDS 65 Allerton Street Boston,MA,021`19 Re: DST'Output Design Subject: lighting Dear Brian: This letter is issued to certify that the three now lightin dues and lamps ks'talled in the new over flow parking lot have been installed as outlined in the speciawdons and drawigp. Should you require.any further information conoerning this issue,please content me direccy at 860-982-6072. Sincerelyan Sr. Project Manager Correspondence# : 013 I I Final Report of Special Inspections Project: DST OUTPUT PHASE 3 Location: 125 Ellington Rd South Windsor,CT Owner: DST Realty ofCalifornia,Inc Owner's Address: 1102 Investment Blvd El Dorado Hills.CAR 95762 Architect ofRecord: Capital Studio Architects, 1379 Main Street Fast Hartford,QT 06108 Structural Engineer of Record: WILLIAM M LAIPQW PE LLC 1379 Main Street East Hartford,CT 06108 To the best of my information, knowledge and belief,the special inspections required for this project, and itemized in the Statement of Special Inspections submitted for permit, have been performed and all discovered discrepancies have been reported and resolved other than the following. Comments; A.LL iM:rl. t4tL1J12fa A4 b, T_6A&. = Interim reports submitted prior to this final report form a basis for, and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector William M LaPoint PE Type or Print Name Dat Jr A ZARAA4-'-4 Ak Signature Date u document G704 2000 r llt>9 ate of bstandal Completion 141 44 JECT:PROJECT NUMBER:0540/OWNER: ajne and s): CONTRACT FOR:General Construction t a s A Out u ARCHITECT:[]p CONTRACT DATE:March 13,2006 Ellin d CONTRACTOR: TO CONTRACTOR: FIELD: e Name and address):OTHER: r I Suffolk Construction Co.,Inc. 3 q u t 6S Allerton Street Boston,MA 02119 fN I' P ECT DESIGNATED FOR PARTIAL OCCUPANCY OR USE$WALL INCLUDE: Ali l TENµt kis ! , f ,.`3 5 ,1 $aas fix;'i. e rk pe c u r 6ntract has been reviewed and found,to the Architect's best knowledge,information and belief, iz an c stantial Completion is the stage in the progress of the Work when the Work or designated aci t ccordance with the Contract Documents so that the Owner can occupy or utilize the Work for IS se, to o ntial Completion of the Project or portion designated above is the date of issuance established b g ica a date of commencement of applicable warranties required by the Contract Documents,except Date of Co mgeRCeni eflt 4LC s r BY DATE OF i. UANCEke fistes f ttem oieotnpleteo" o ed is attached hereto.The failure to include any items on such list does not alter the rbh 3'of the Contract 1 Work in accordance with the Contract Documents.Unless otherwise agreed to in i nwritinge ale pf commeif a o nties-for items on the attached list will be the date of issuance of the final Certificate - - - loPayrriei© t t 'datofmL'r" M PWW Or CWSC*A:$692,832.00 Includes loading dock Phase II TheC`ontractor will come t the Work o ist ofitems atta a ereto within Zero(0)days from the above date z Hof SV st m-letion. ' S" li>»<tfolk C " t?,.Inc. RACT m • BY DATV The Owner accepts the Work or signatedporti /Ssubstan(ally comp a and will assume full possession at (time)onUW IVIA r'i F By DATE The responsibilities of the Owner and Contractor for security,maintenance,heat,utilities,damage to the Work and insurance shall be as follows: Note Owner's and Contractor's legal and insurance counsel should determine and review insurance requirements and coverage.) AIA Document G704TM—2000.Copyright 0 1963,1978,1992 and 2000 by The American Institute of Architects. All rights reserved. WARNING:This AIA®Document Isprotected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA° Document,or anyportionofit,may result In severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:22.03 on 08/11/2006 under Order No.1000221841_1 which expires on 2/14/2007,and is not for resale.User Notes:2008351863) DPS-0927-C Rev.1/2001 State of Connecticut, Department of Public SafetyDivisionofFire, Emergency& Building Services Office of State Fire Marshal AAPPLICATIONFORREQUESTFORMODIFICATIONOFAREQUIREMENTOFAFIRESAFETYREGULAGYWt1t WindsorADOPTEDPURSUANTTOCHAPTER541OFTHECONNECTICUTGENERALSTATUTWILDINGDEPARTMENT Reference No. Facility Name: DST Output Facility Address: 125 Ellin ton Road, South Windsor ConnecticutNumbergtreetCityState Zip Facility Owner: DST Realty of Connecticut(Agent:Tom McGee) Telephone: Owner's Address: 333 W. 11th Street, Suite 101 Kansas City MOumreet 64105 fate ip Applicant's Name: Patrick Mancuso Telephone: 860-289-3262 Applicant's Address: 1379 Main Street East Hartford CT 06108NumberStreetCityStateZip Contact Person: Same Telephone: Type of Facility: Office, Bulk Printing and Mailing and Storage Urn This Facility is: ® New; ® Existing; Renovation;Date of Construction: 1999 ; Date of Present Use: 1999 Previous modifications for this Facility: Unknown; No; Yes, Modification Numbers: Check if a Modification Request to the State Building Code is being submitted to the Office of State Building Inspector. 1, the above named applicant, being a lawful agent of the owner, request modification/relief from a requirement of the CT- Mo.ing Picture Theater Code pursuant to C.G.S.§29-109 Gas Equipment&Piping Code pursuant to Amusements/Tent and Portable Shelter Codes pursuant to C.G.S.§29-329(c) C.G.S. §29-140 Liquefied Petroleum Gas&Liquefied Natural Gas CodeStateFireSafetyCodepursuanttoC.G.S.§29-296 pursuant to C.G.S.§29-333 Oil Burning Equipment Code pursuant to C.G.S.§29-317(c) Hazardous Chemical Code pursuant to C.G.S. §29-338 0 ElFlammable&Combustible Liquids Code pursuant to Fireworks and Special Effects Code pursuant to C.G.S.§29-321 C.G.S. §29-357(c) For the requirement as prescribed in: Model Rocketry Code pursuant to C.G.S.§29-368 Regulation Number: Standard: 2005 CFSGuide Section Number:29.292-8d,29.317-1b IfApplicable) NFPA 30,NFPA 54,etc Identify SectionNumber I request this modification/relief due to the following reasons: Equivalent Alternative ® Practical Difficulty Requirements Unwarranted Describe area ofnon-conformance with the appropriate regulation,its bcadonIn the facility,and abrief description My code compliance cannot be achieved,sgecKyd menslons as app6cable. Separate Sheet Attached Side 1 of3 to provide the following safeguard(s)as an alternative measure to secure public safety in lieu of strict compliance with the trement of the Section noted above: InsertName o egu a on or i c s ng agues section ofuoGe/Kegulation r` Separatieet Attached In addition the following are enclosed Plans/Drawings/Sketches;Photographs; Product Data Sheets Supplement Information Sheet OtherVasnecessaryforclarificationoftheinformationprovided. A icant's Signature Telephone Number Date P I, Support, Do NOT Support, this Request for Modification to Connecticut ; Identify code by Name;Le.Fire safely Code,Oil Burning Equip Code Regulation of Connecticut State Agency inclusive;as identified above to Section Insert regulation Number i.e.25-292-3d,29-317-3a,etc. because of the following reasons: Identify code flows ii.e.occupancy chapter,core chapter as applicable TC a 1ar/,°- Wes' $iu`c r"1%G v `v tSfX C.o., Separate Sheet Attached Fire M rshal Reviewer's Signature/rifle Telephone Number Date Contact me regarding this Request STATE FIRE MARSHAL The response of the Commissioner of Public Safety/State Fire Marshal to this request in accordance with Connecticut General Statutes§29- is attached on a separate sheet. Supervisor's Inifials Side 2 of 3 APPLICATION FOR REQUEST FOR MODIFICATION OF A REQUIREMENT OF A FIRE SAFETY REGULATION SUPPLEMENT INFORMATION SHEET r If Modification request is for a building or structure, please complete the following: i Date of Construction: 1999 Date of Occupancy for Present Use: Number of Stories(Above grade)1 and 2 Dimension/Area Per Floor: Largest Fir. area 367,024 Attic: •Full Basement—#of Levels: El Full El Finished Partial Partial Storage None None Crawl Space s Type of Occupancy (Check all that apply) New ® Existing® Addition Renovation of building Change of Occupancy: From to Assembly Detention Residential Board Hotel/Motel/Dorm Occupant Load: persons with locking II Large Small Lodging/Rooming Educational with locking III El Prompt Bed & Breakfast Business with locking IV Slow 1 &2 Family Single Tenant with locking V Impractical Industrial Multiple Tenant Apartment Storage Mercantile No. of Units: Health Care High Rise Class A Day Care Hospital Underground Class B Adult Nursing Home Windowless Class C Family Ambulatory Other: Covered Mall Group Limited Other: Type of Construction per NFPA 220: (Check all that apply , 1 Type I Type II Type III Type IV Type V 1 (443) II (222) 111 (211) 21-11-1) V 011) 1 (332) II (111) III (200)V(000) II (000) Approved Systems Provided(Check all that apply): Automatic Sprinklers Fire Alarm NFPA 13 ® Throughout the Building Manual Activation Occupant Notification NFPA 13R Partial: Location Automatic Activation General ® Zoned El NFPA 13D El Electrically Supervised El Throughout the Building ElVoid'e'Evacuation CSFSC 7-7.1.2 Isolated Hazardous Area System Partial Location: Location: Water Flow ySpecialSystem: Emergency Lighting NFPA 96 Hood System Other Activation Means: Smoke Control Standpipe; Class: Other Systems: Other Information Side 3 of3 CAPITAL STUDIO architects , LLC 5 April 2006 State and Local Building and Fire Official Re: DST Output, 125 Ellington Road, South Windsor, CT To Whom It May Concern, I am submitting on behalf of the owner a request for code modification pertaining to the installation of roof smoke and heat vents. The project was designed prior to the new codes going into effect. Under the old code, smoke and heat vents were not required. Now they are, in buildings or areas of use F1 with over 50,000 SF of undivided space. The drawings were originally completed December 15, 2005. Upon review from the clients out of state Corporate Headquarters, received just after the new year, it was decided to change the addition from being at a low structural bay height (matching up with the existing production area) to be at a high structural bay to marry up with their storage bay area. The roof structure in certain areas along with the columns, foundation and footings all had to.be re-designed along with the building facade. This was completed in one month, and drawings submitted February 3, 2006. After the clients review of these plans, it was decided to go back and lower the entire first structural bay along col. EE.1 at the existing building so that there was no added cost and disruption to operations for reinforcing work that had to be done to the existing roof for snow drifts. The drawings were revised again and completed March 1, 2006. I ask that since the owner's changes occurred almost exactly as the new code was taking affect for something that was not even an issue previously, be taken into account and considered reason for granting this request. Also, would the vents be required in the existing building? If so, they would have to cut in excess of 50 openings in the existing roof to meet the requirements. This seems a bit unreasonable. 1379 MAIN STREET • EAST HARTFORD,CT 06108 860-289-3262 • CAPITALSTUDIO.NET • FAX 860-289-3163 The building addition although unseparated, is less than 5ownersrequest, and E.S.F.R. sprinkler system in the addition. 0'000 SF.draft curtain from the conventional sprinkler system. We are installing,tion. This will be se per air_flow would need to be re-designed per F. separated by a 6IfwehavetoaddventstheductworkandPlacementofthesprinklerheads, which is alreadydy a t Global requirements)uirementsE.S.F.R. system, and would also affectPuzzlewiththerequirementsforthe F• M. Global is involved in the project, and althoughtheuseofsmoke/heat vents in areas protected by E.S.F.R. ed with certain criteria, discouragessuppressionmodeg Attached, please find the Floor Plan. systems. I kindly ask your consideration to grant this codeinformation, please do not hesitate to call this modification.If you need any additional Regards, 4atri Mancuso Partner PM:lhb CC: file,John Brush, Mark Capardino, Roger Tapke 0540-L1 a' Miles Fire Pump Testing, LLC 30 Wildwood Lane Rocky Hill,CT 06067 Tel: (860) 563-5219 FAX(860)571-8970 Email: LeeTN1iles@aol.com Electric Driven Fire Pump Test PROJECT: DST Output Facility ADDRESS: 125 Ellington Road CONTACT PERSON: Mark Caperdino TEL#: 860 290-7000 Equipment Fire Puma Mfgr: Armstrong MODEL&S/N: 10 X 8 X 14LF 467315 Contiol N r: Tornatech MODEL&S/N: FPR 480/10/3/60 #20208191 1I1fg Motor War USEM HP: 100 Volts: 460 RPMS: 1785 Motor Full Load Amps: 114 Pump Churn Pressure: 82 PSIG PUMP RATING: 2000 GPM 65 PSIGBOOST r^•'•,, a.xst:xxs=':..^.;::xx:m:xz.ec?'. a:n•`:^wI.:: sxa.m...na._.- r...,,. s.in..__.. •:rxx::.sa-v:z::nrec::::_=a:.-:..scrn.;2.._:-:,.;_ ._......._. x.r:...;___.....» rmxa::---em^ i4 Ewr r,;:g::_.;:.x.y:lisi>?is,n...nr... z!x :cisur.*.ai s.ar,- ••sa.a_ ... s:r:=x" =..........axr;mac::^:. :x:• ::::L.. •• 3 s r:a 7d;ls:::_-• get{><r µ:--:....._......E~n..•:^-zu^:•:..rn••_.r:~r::-•-':'E-?'.4".:x=i=`%'......+. v:... .1f..<rmc:>w:c ex:a-c,...z:,, M..•µ.»....... x asas.„_...<..vz:=:S:r.W.rnc•_rsnxa,-_...?3ft;?_.... .^ c:.xL•:wc..;;..,c.n:::.:r......-,__;-.._...... i:ce::x::M "xy..:""::.:.:...: .......:»^—:---_'.._'v-ry axaq:»rsa :a:x: a:sx.-..xzx....m,ea._. :; xau. ......,.-_p.. ....._--wr•sa .....a..cL-ssa w:a=•?:x:. '_+:sa:-:ra..x.srz......:—..-:n:<.:._::-:.: 1. 0 88 1691 81 187 70/69169 4771477/477 1791 — - 2. 1012 86 160 74 171 87/86/82 477/476/477 1788 36 1 X 21/2 HOSE 3. 2025 76 147 71 164 106/105/102 4741474/474 1783 16/16/16 3X 21/2"HOSE 4. 3016 62 124 62 143 126/1231119 474/4741474 17$0 20/20120120 4X 2112"HOSE 5.01 0 6.01 0 JOCKEY PUMP CUT IN PRESSURE: 171 CUI OUI PRESSURE:185 FIRE PUMP CUT IN PRESSURE: 144 CUT OUT PRESSURE: MANUAL HOSE MONSTERS SIZE USED IN TEST: 4 X 21r2 METER MFGR: N/A TYPE: MODEL/SIZE: If number six is checked off this represents a transfer to generator power at peak load,. TRANSFER TIME N/A SECONDS Checks: Packing M Leaks quite a bit when running but should swell up I would add packing to control the flow as the glands are tight as could be Gauges'D In exceltentshape on pump.Testtee gauge on jockeyneeds to be replaced_ - CRV 0 Working properly Notes: Transfer switch connected to fire pump controller can never be tested as it is by passed to the transfer switch for the entire building on the generator set. TESTED BY IT'S MEMBER: LEE DAVID MILES DATE: 05/17/05 9 FIRE PUMP TEST MAY 17,2005 MILES FIRE PUMP TESTING LLC.CURVE LEE MILES PERFORMANCE CURVE # 2841 DATE: Oct--15-02 CUSTOMER: PtO Z-1012,.i.P.FIRE INC.,(API SIO 250364) 90 90% s/n#' 467315 1.Chum 7 1 s 10XBX14LF2. 1012 GPM 3.2025 GPM I pump model 81 PSI 74 PSI 71 PSI 80 1 i 80d p'part#: D251964 i 4.3016 GPM sji imp dia.: 12.38" 62 PSI I ! i I 170%70 HEAD 1 3 I Comments: i 60% Project#-714528 FM&UL Listed 3 50 EFF. t— 50% a 0IL of i 40 I I: 140% I RATED CONDITIONS flow: 2000 gpmio30 I -- r I i 30/o head: 65 psi speed: 1780 rpm 20 20% r I BHP 10 10% 1 0 .11 0% fidiA'J'':•sO'2fy 0 250 500, 760 1000 1250 1500 1750 2000 2250 2500 2750 3000 3250 3500 FLOW(9pm) S.A ARMSTRONG LTD. Page 1 Printed on 10121l2002 13-66 INSTALL-VI-ION OF SPRINKLER SYSTEMS CONTRACTOR'S MATERIAL&TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon completion of work Inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All detects shall be corrected andsystemleftinservicebeforecontractorspersonnelfinallyleavethejob. A certificate shall be filled out and signed by both representatives.Copes shall be prepared forapproving authorities,owners,and contractor.It is understood the owner's rep•resentaiive's signature in no way prejudices any claim against contractor forfaulty material,poor workmanship,or failure to comply with approving authority's requirements orlocalordinances. PROPERTY NAME C DATE PROPERTY ADDRESS ACCEPTED BY APPROVIN HORITIES(NAMES) ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS ES O NO EQUIPMENT USED IS APPROVED OMIT O NO IF NO,EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION ES O NO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO,EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: CYfES O NO 1. SYSTEM COMPONENTS INSTRUCTIONS oxES O NO 2.CARE AND MAINTENANCE INSTRUCTIONS VES ONO 3. NFPA 13A L7YES O NO LOCATION SUPPLIES BUILDINGSOFSYSTEM YEAR OF ORIFICE _ TEMPERATURE - - MAKE - MODEL MANUFACTURE SIZE - QUANTITY RATING TIZ Li SPRINKLERS C_d u G L b zr b C Cg'R L c3 PIPE AND Typo of Pipe > r+ r'f' C FITTINGS Type of Fittings C ei-/Ledv e cl MAXIMUM TIME TO OPERATE ALARM ALARM DEVICE THROUGH TEST CONNECTION VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW INDICATOR DRY VALVE O.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. A/1+ TIME TO TRIP TIME WATER ALARM THRU TEST WATER AIR TRIP POINT REACHED OPERATED DRY PIPE CONNECTION' PRESSURE PRESSURE AIR PRESSURE TEST OUTLET' PROPERLY OPERATING MIN, SEC. PSI PSI PSI MIN. SEC. YES NOTEST Without O.O.D. With O.O.D. IF NO,EXPLAIN MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS OPENED. BSA(10.88) PRINTED IN U.S.A. OVER) Figure 8.1(a). 1991 Edition r( e FIRE ALARM SYSTEM 4 pPc,YPur't RECORD OF COMPLETION 1 tea property:D5 ©ur 0- °T_-e 4'('t' z s" 'fi 5 i. rf Sc3 s: SAddress: d >` Representative ofprotected property(na-e/phone): Authority having jurisdiction: Address/telephone number: I- lype(s)of System or Service NFPA 72,Chapter 3-Local If alarm is transmitted to location(s)offpremises,list where received: NFPA 72,Chapter 8—Emergency Voice/Alarm Service Quantity of voice/alarm channels: Single: _ Multiple: Quantity of speakers installed: Quantity ofspeaker zones: Quantity of telephones or telephone jacks included in system: NFPA 72,Chapter 6—Auxiliary Indicate type of connection: Local energy Shunt Parallel telephone Location of telephone number for receipt ofsignals: NFPA 72,Chapter 6-Remote Station Alarm: Supervisory: NFPA 72,Chapter 5--Proprietary If alarms are retransmitted to public fire service communications centers or others,indicate location and telephone numbers of the organization receiving alarm: Indicate how alarm is retransmitted: NFPA 72,Chapter 5—Central Station Prime contractor: . Central station Iocation: Means of transmission of signals from the protected premises to the central station: McCulloh Multiplex One-way radio Digital alarm communicator Two-way radio Others Means of transmission ofalarms to the public fire service'communications center: a) b) System location: complown 1 of 4) AUG 0 8 2006 South WindsorBUILDINGDEPARTMENT Organization namelphone Repr ,entative name/phone Installer ee C`f, i rase e 3"Y y 2 r z Supper AS5cpef,*X; l rd. .E Sy ers- k'eA/C411*,c6es n o-2VIIL& 7 Service organization AS-We_10leP fYe t.7 Location of record(as-built)drawings; oro S'.l r s Location of owners manuals: S,i e S/ 4,ers Location of test reports: a.Vs'zAS A contract,dated for test and inspection in accordance with NFPA standard(s) No(s). dated is in effect. 2. Record of System installation loll out after installation is complete and wiring checked for opens,shorts,ground faults,and improper branching,but prior to conducting operational acceptance tests.) This system has been installed in accordance with the NFPA standards as shown below,was inspected by /!Ios on includes the devices shown below,and has been in service since s'/Y X NFPA 72,Chapters ® & 3 (!V ( 7 (circle all that apply) NFPA 70,National Electrical Code,Article 760 X Manufacturer's instructions Other(specify): Signed: Date• `° Organization:C` 3. Record of System Operation All operational features and functions of this system were tested by 94 5 on and found to be operating properly in accordance with the requirements of- NFPA 72,Chapters 4 tV C V (circle all that apply) NFPA 70,National'Eleetrical Code,Article 760 K Manuaa urer' ji= 6,nictio Oth (s 'fy) Sig l- Date• Organza . n: 4.Alarm-Initiating Devices and Circuits Quantity and class of initiating device circuits(see NPPA 72,nbk 3-6) Quantity:_ Style:Class: MANUAL a) Manual stations Noncoded,activating Transmitters Coded b) Combination manual fire alarm and guard's tour coded stations AUTOMATIC Coverage: Complete:Partial: a) Smoke detectors Ion Photo b) q Duct detectors Ion photo c) Heat detectors FT RR FT/RR RC NFPA Roeoro of Co roW*n 2 of 4) d) Sprinkler waterfiow switches: Transmitters Noncoded.activating Coded e) Other(list): 5. Supervlsory Signal-initlating Devices and Circuits(use blanks to indicate quantity of devices) GUARD'STOUR a) Coded stations b) Noncoded stations,activating transmitters c) Compulsory guard tour system comprised of transmitter stations and intermediate stations Note: Combinatiom.devices are recorded under 4(b)and 5(a). SPRINKLER SYSTEM a) Coded valve supervisory signaling attachments Value supervisory switches,activating transmitters b) Building temperature points c) Al -4 Site water temperature points d) Site water supply level points Electric fine pump: e) -"00' Fire pump power f) 4L Fire pump running g) / Phase reversal Engine-driven fire pump: . h) s Selector in auto position G) IVIA Engine or control panel trouble 0) Fire pump running Engine-driven generator: W ,f Selector in auto position Control panel trouble m) Transfer switches n) : `=' Engine running Other supervisory fuiiction(s)(specify): 6. Alarm Notification Appliances and Circuits Quantity and class(see NFPA 72,Thbk 3.7)of notification appliance circuits connected to the system: Types and quantities of notification appliances installed: Quantity: Style: Class: a) Bells Inch b) Speakers c) ! Horns d) Chimes e) Other: NFPA Record of Compfedon 3 of 4) fl / 7 Visual signals Type: i3 with audible Z w/o audible 9) Local annunciator 7. Signaling Line Circuits Quantity and class(tee NFPA 72,Tabk 3-6)of signaling line circuits connected to system: Quantity: style: Class: s. System Power Supplies a)Primary(main): fz0 4ffe— Nominal voltage: i zo co 5- Current rating:2 Overcurrent protection: Type: Ciw e k i 1 'f'e.V z.-•L Current rating:Z U Location: b)Secondary(standby): -AUA c-, la&,,./e L 2-/ZVWe- Storage battery: Amp.hour rating: 7 Calculated capacity to drive system,in hours: 24 60 Engine-driven generator dedicated to fire alarm system: Location of fuel storage: W Emergency or standby system used as backup to primary power supply,instead of using a secondary power supply: Emergency system described in NFPA 70,Article 700 Legally required standby system described in NFPA 70,Article 701 Optional standby system described in NFPA 10,Article 702,which also meets the performance requirements ofArticle 700 or 701 9. System Software a)Operating system software revision level(s): a V5 b)Application softwaro revision level(s): c)Revision completed by. Z va4 C t sS c/ /Y f'' c J cs, is 5y5 s name) firm) 10. Comments: signed)for central station or alarm service company or installation contractor/supplier title) date) Frequency of routine tests and inspections,ifother than in accordance with the referenced NFPA standard(s): System deviations from the referenced NFPA standards)are: signed)for central&ration or alarm service company or installation contractor/supplier title) date) Upon completion of the system(s)satisfactory test(s)witnessed(ifrequired by the authority havingjurisdiction): signed)representative of the authority having jurisdiction title)dace) NFPA%card of CompMon 4 of a) excel#1 Associated Electronic Systems 35 Thomas Street East Hartford, CT 06108 License# 123664 Inspection Date: 8/4/2006 Fire Alarm System Test& Inspection Report Customer: DST Systems, Inc. Contact: Mark Capardino Job Name:Output Technologies Phone#: 860-290-7320 Address: 125 Ellington Rd. Contract Customer South Windsor, CT X Yes No Inspection Type Annual Semi-Ann. Bi-monthly Acceptance Other X System Descritption Control Panel Initiating Zones Indicating Circuits NAC#4 FF-8 Panel Location Primary Power Location Standby Batteries Insert South Breaker# 2-12Vdc Q 7Ah Auxiliary Systems Monitoring Connection transmits to: phone# Acct. # Passcode Inditiating Devices Indicating Devices Control Panel Inspection Main Power Supply Voltage All System Control Switches X Ok Failed Charger Voltage: Battery Transfer Test: Load X Ok No Load Failed Battery Voltage: Ground Fault Test: Load X Ok No Load Failed Monitoring Connection Test: Ok Ok Alarm Signal Failed Trouble Signal Failed AES testing performed by: PCH Device Test Report Location: DST Date: 8I4/06. Phase III Device Address Zone Barcode Location Pass Fail Notes MS K76 Insert South X MS K77 Insert South X MS K78 Insert South X DS K49 Insert South RTU-20 Supply X DS K50 Insert South RTU-20 Return X DS K51 Insert South RTU-17 Su I X DS K52 Insert South RTU-17 Return X DS K53 Insert South RTU-16 Supply X DS K54 Insert South RTU-16 Return X DS K55 Insert South RTU-19 Supply X DS K56 Insert South RTU-19 Return X DS K57 Insert South RTU-18 X HL NAC#4 Horn/lights X FROM :JP FIRE INC FAX NO. :8605639465 Apr. 29 2003 12:31PM P1 J.P. Fire Inc. Lee David Miles 30 Wildwood Lane Rocky Hill, CT 06067 860 436-9017 FAX 860 563-9465 LeeMiles ao" l.co L-A Faxed to: Fire Marshall William Lanning 860 648-9310 Reference: DST Output flow test Date: 04/29/03 Pages: 3 includes this cover If any problems arise in receiving this document please call or email the above address. Dear Sill, Thanks for your assistance today. We sure put a lot of water on the street. The next two pages are the results of the test and the factory flow curve with the flow test results plotted against it. 1 am sure we will meet again in the near future but in the mean time if you need anything from me please don't hesitate to call. Regards, Lee Miles JP Fire Inc. FROM :JP FIRE INC FAX NO. :8605639465 Apr. 29 2003 12:31PM P2 J.P. Fire, Inc- Glastonbury.cT 06033 184 ChimneysweeD Hill Road Yet: (9W)659-2314 Fax: (860)660.2315 Email: Jpflreincoaoi,com ELECTR C DRIVEN FIRE PU T ST P T PROJECT: DST,Outout Facility ADDRESS: 125 EI".i3Q.ti151 CONTACT PERSON: NMrk QMrding TELS: Eauio!rM Fire Pima Mfor.Armstrong_ _MODEL&S/N:10 x 8 x 14LF 467315 Control ftr: ToMpItech MODEL&SIN: PR 480f10/3 -20206191 1/1 Mow War; USEM HE 100 Vohs:460 RPM 17115 MM Full Load AmRs= 114 Pym_p ghum Prange 175 PSIG PUMP RATING, 2000 GPM Q 65 PSIQ 5., Q4-T GPM SP* RP* NP' H A* V RPM PT" IS* 1 , 0 95 175 80 185 68 474 1490 0 2. 1000 92 169 77 178 85 472 1788 36 2112 2000 83 155 72 166 104 471 1784 36/30 21/2 3000 68 135 67 155' 116 471 1780 13613613612 142 5 30001 69 133 64 148` 118 478 1782 13SM36 21i2 JOCKEY PUMP CUT IN PROS URE: 171 CUT OUT PRESSURE. 1115 FIRE PUMP CUT IN PRESSURE: j„44 CUT OUT PRESSURE: MANUAL HQSEMONSTER WESUUSED IN TEST:2112 (3)EACH _ METAMEN: TYPE: MODEL NOTED: SP=suction pressure expressed in pounds per square inch DP--discharge pressure expressed in pounds per square inch NP=net pressure expressed In pounds per square inch A=amperes V=volts PT a pilot tube pressure readings In pounds per square in and converted to gallons par minute IS=insert size used on the hosemonster 5= 160 OF RATED CAPACITY IN GPM UNDER GENERATOR POWER TESTED Y: Los,QgytdMin DATE: MQ/_03 CURVE PERFORMANCE CURVE 0 2641 DATE: OCt IM CUSTOMER: PIO Z- 401Z,.! P. FIRE MC..( API 810 26 U) 90 90% aM*: 467315 2 II I pump no": ICXW4LF i gyp. pa ti!: 17151964 804. imp die.: 12. 31 ' 70 D 74% Conwnenls 60% Pn) jo t 5: 714528 FIN i W. Lid 50 1 EFP. P 50% J1 i 40% RATED CONDITIONS 30— o I faw: 20M Spm I 1 30tii had: 05 is sp I I i eed: 1780 rpm 20 BNP .._ 20% 10 10% 0 0% 0 25Q 5WQ 750 1000 1250 15W 1750 2000 2250 26M 2750 3000 3250 3500 y FLOW( S " A AA WSTRO1IIGL71). Pape 1 plbs on 10MUM h CURVE PERFORMANCE CURVE # 2841 DATE: Oct-18-02 CUSTOMER: P/O Z-1012,J. P. FIRE INC.,(API S/O 250364) 90 g0% s/n#: 467315 pump model . 10x8x14LF 80 800p. part#: D251964 imp dia.: 12.38" i 70 70% HEAD Comments: 2cL60 60% Project# : 714528 FM&UL Listed 50 EFF. 50%00,m O CL i W 06 40 40% Q RATED CONDITIONS flow: 2000 gpmW3030% head : 65 psi speed : 1780 rpm 20 BHP 20% 10 10% ra 0 .4 0% l9iRN<1 V1-i025050075010001250150017502000225025002750300032503500 FLOW(gpm) c-A ARMSTRONG LTD. Page 1-' Printed on 10/21/2002 SOWN Sfq s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 R-CO AREA CODE 860/644-2511OFFICEOFTHEFIREMARSHAL 860-644-2511 EXT 217 FAX 860-644-7280 March 16,2006 Mr. Patrick Mancuso Capital Studio.Architects,LLC 1379 Main.St. East Hartford, Conn. Re::DST Output=:125 Ellington Rd. Dear Patrick In reviewing drawings for DST Output Phase#3 dated 2/3/06, I find a condition that must beAddressed. Both the IFC and IBC require smoke and heat vent to be installed based on the sections below. Section 910.2 of the IFC and IBC state that approved smoke and heat vents shall be installed in the roofs of one-story buildings or portions.thereof occupied for the uses set forth in Sections 910.2.1 through 910.2.4. Section 910.2.1 Groups F_1 or S-1. Buildings and portions thereof used as a Group F-1orS-1 occupancy having more than 50,000 square feet of undivided area: Section 910.3 Design and installation:The design and installation smoke and heat vents and draft curtains shall-be as specified in'this section and Table 910.3 Section 910.3.1.2 Sprinklered buildings:.Where installed in buildings equipped with an approved automatic sprinkler system, smoke and heat vents shall be:designed to operate automaticatly: In talking to the-State Fire Marshal, they preliminarily stated that the:whole building willhavetocomeintocompliancebecausethereisnodividedareas..Please advise me on - your course of action. Any questions please feel free to call me. Respe ctfully Cc: Building Official mgm-mm gmgy vW41-11A,quen w' gwgy. gm qaawn: Nam-U iwv"SGWNN Q01WASNU TW MM ovomw-AMA_M_ MM vantsto,yv"A WWW A Q— WOM4 M mom, "MyqqI "W"IMM! XAMMMA- UNAWS fn-D"'W""- - W 07 nFou runs ...Quo,OW ASAMPAs I Al a won calf W.MAX n'i' tj V 1,140 17 1v W A toil v1W'-:TTQ-xN vy':An WAS&bit it PA, cqO N 4; Q, YMOAM War A PAW VAR. On,Atilt " in 16011AWN won avT R W A k , VASTA` 4 US a No,TWA A...0 SAW 0 Aliq; z A'-SAM too!A-"h j 40 MUM W.01 PUMPS- "ex01OAKS qqv Filmy -qw,ABU Ax of A, too-A,A's ON PA-q Aonto- dow Mos A A -MVMt 1, So 03" its AM"ITS Mtn, MUM WHOM 1 WMAtoo11111WON,,_:t in h IStopmvWanveNis, NOMURAS!"Ay'vP" TOYso, "i AVMS MUM,panWTMAP` shVANblood"AIVARTONAto - _-AFAW'A T"4MOMAU NO Wal NUN Cos Ali IN 14 W'!'Atli A A 0, n. W Anv W I&" Wh Y,WS ! It a was 130110'""to NJ c Elm:W7?10110 1.11- .01., MUMMW10W,AT, S' Wif Wool vNi"M AW0WM!" W:japy 0 coast"jay0jamp, Ix WAVY 1A,chi AVEN V-, 4 A4 mo"M VIMWS AWN M, WOW 4 i W, Q-ALL low. Th I RIM Mong Big15% MUM"AND Electric# V 451,APPLICATION FOR BPlumbing# BUILDING PERMITHVAC # i_ .- 125 Ellington RoadSprinkler# -~ Date: FINAL,& VALS 32372 Building Estimated Cost $ _6 t3oo,o0 0—Engineering COMPLETE RED BOXED AREAS Permit FeeAffidavitTYPEORPRINTONLYOccupancy Fee $Appr. for C i SIGN ON REVERSE SIDE , Eng.Insp. Fee $ TO THE BU LDING DEPARTMENT,TOWN OF SOUTH WI Total Fee 9-1 v —. The undersigned hereby applies to do work according to the followingSOR,CT Additional Cost) $ Applicant Cr 3 T1PL s c Tia.l Co Location of Work 12-5 E a-,..,kT,,Applicant's Address (6R,,,s ,-,,, cr- Lot No.Town Zo. - TSir Tel.. (pN-/I Owner fl Archietr's AddreOwnessWF-aT It D n F£S „ Ass K**S C'mm, M o Architects Address us . S,*Urx Sq. Ft. New Area: 1stFl. 43 2 d_ Zip y ns S, wi-1oso 2nd Ff. K/a Zip—o- Purpose of this permit CoNS ,u,e, 3rd FI. 4/^ Total New Area2-00 OV M-or.11VReJE+.t g+ A, City Water We Septic System Sewer Ins; HO CeCt Date Use Group Construction Type 2.,--,—_ C Revised 6/02 1. APPLICATION FOR PERMANENT SIGN PERMITLoningApproval: 125 Ellington RoadRef. Est. Cost:$ C+_0FinalInstions: No. 31843 Permit Fee: $ 1=Bu' I Approved:, , Electri P A Applicant/Business Name D5 7 rt T Address 1 Z!S- (_^7L24-j(:, JAQ- Phone Location of Sign F21k Y kaj,-mac, c Zone TYPE of SIGN: Wall or .,Free-standing ® New or Replacement Illuminated?E]Yes I l NoProposedSignSize(square feet) Sign Height No. of Existing signs on site Free-standing WallDescriptionofsignmaterialsandlighting: P-o5-T- d- 2 en— k-C S A-) ATTACH DIAGRAM OF SIGNIhaveread, understand and agree to abide b the South Windsor Zoning Regulations, Si ns. INCLUDING g DIMENSIONS Applicant------ J=c Date d Property Owner j Date Z J Inspection / Approval Date By Appl Code Description Due Whom Code Comment 31972-B 12,000 B10 FINAL 10/12/05 JFF A WITH MARK CAPARDINO FACILITY MANAGERB10FINAL10/17/05 JFF A CLOSED OUT. 4 n FEB 2 3 2005 South Windsor BUILDING DEPARTMENT i his certified that this plan and opecifieations are tri.: copme of the proposed buttding or alterations to b ereeccctted at C r l.A S li a Sirae, iorethitwith nd Iagr eaJJTs ao l application an I 4rd with plan and 1 agree to comply with all Yoning. lulidfng and state laws and such orders as shall b_- Issuod by the:Building Depart==tent during pendsncy t\ f this application and fine) ,.`•;fiance of a buildine fpermit. Signed rhis W approved subjectis,a to the condition that orders and"ordinances regulating building shalt be OmpilUd with. Cordltlo rAglY!APprgY94 wink liens taspaatbl; ate 1W. /I V •3 CERTIFICATION OF ZONING COMPLIANCE Proposed building(s)r use(s) and/or structure(s) as shown on this plan appear:r.) to he in conforrY=,rice with current Scuih Wt- .or reguL:_ :.;ris. Variances and spem j em-,puvns May gr-ay. Date Zoning EnfbrCaMent Officer a* 2" POSTS 8 x 9" LOGO ADD- ON DST O U T P U T S 1 G N S TRUCK 27 Hrittori Drive PO Bar 804 t Bkxff d Cr OW2 rit x m 2 ERIES fax 860/ 242- 2898 DELIV Pam* ONLY s DSTOUTPUT aair. POST& PANEL SIGN SIGN COMP SERiE51 JANE/ DST/ GLOSS BLACK& TOMATO RED DSTADD,_ ON. AI VINYL GRAPHICS 2'- 00 V2" ACRYLIC LOGO BACKER dws dm" by 2109/ 05- EN AMAWAIapaw. a. rwP. yak aa .. W.4 d f-e qG 1z;` K2—) This certified that tr;l• ru< copies of the proposad bullding or alteratlons t. N erected at pp-l-lr:f`Q-ril n Ai pp.in CECI 6 IC:L-. I ION O ZOiYINIG COMPLIANCE together with amendments stated In application t filed with plan and 1 agree to comply with all zoning 7 Proposed b a;idir g;s)y uses) andJor structures)Building and state laws and such orders as shall be issulaa by the Building Departm t during pendency as shown on this plan appeIr(s) to be in f this application #n final is nce of a building permit. A conformance vitih current. S,-)°!tn Windsor egulations. Variances and special exceptions signed l K+ C421 1.CCLIOL(J This plan Is .approved subject to the condition that n-iay apply. orders and ordinances regulating building shall be compiled with. Date 1 2— Conditionally Aplxotfed W" filed wltill Zoning Enforcement Officer Bui>dblill laspeow Clerk ` 10 THE Sliu .. 0::,? r „. is certified th:...:;,, .a_ ., r copies of the prca.,.,.,c .,. meow at together with am filed with plan an: Building and state : I; Issuled by the Buii;; . of this application 1 l PWMI 6lghed This plan I% approved,,, t orders and ordinances rat compiled with. Oonditionally Approved Building Inspector OnfF ai k i artfx i S I G N S TRUCK D s r artfxaigns.com 27 Britton DriveDELIVERIESPOBox804 N ONLY Bloomfield,CT 06002 860.242.0031 Toll Free 800.466.4278 Fax 860.242.2898 PRCKIEC o CV Sign Elevation 08.a St;At F DALE EtElr#t{ aw DHAWN BY DRAWING H i rILE SAVE 2004 ARTeffects,Inca dba ART&Signs). Alf rights reserved and protected. These plans illustrate a sign you may pun hale from ARM,or you may purchase the drawings and the rights to their use. Anyother use is forbidden and will entitle ART&to$500.00 compensation per page. Acceptance of these plans constitutes your agreementSignLocationtotheseterms.