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HomeMy WebLinkAbout2006 - Sprinkler System for Building M4 `` 1 Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 PERMIT APPLICATION FORM Permit No.: Type of Work Occupancy Classification Construction Type Permit Type ❑yew Construction ❑A-1 mAddition Alteration ❑ H1 ❑ I-1 ❑ R-1 ❑ S-1 ❑A-2 ❑ B,Medical ❑ H-2 ❑ 1-2 [1] R-2 11 S-2 0 A-3 CI E ❑H-3 ❑ 1-3 ❑ R-3 ❑U ❑Type IA ❑Type IIIB ❑Type IB ID Type IV ❑Type IIA ❑Type VA ❑ Building ❑ Plumbing g echanic al ['Change of Use ❑A-4 0 F-1 ❑ H-4 ❑ 1-4 ❑ R-4 ❑ Mixed 1=1 A-5 0 F-2 ❑ M ❑Type IIB ❑Type VB Electrical ❑Type IIIA CRS#: Job Address: „LIZ_Z_ PINI( etw, (Number) (Street) (Unit) Job Description: Ag ♦ ,p ► , i �{1 L Owner: F4--e j_}, Tenant: Address: P; �)( g 3 Address: City/State/Zip: /\,,, —,,,, Ctr City/State/Zip: Telephone: / Telephone: Contractor: J' J__ JOtk DBA: L♦ 1 ..A_ A _ ' I. Address: x -9 O City: "/,,_DADNA) State: e_7-- Zip Code: G_v Telephone: i • pi �i icense Type: F-` License No.: l b 6047 Expiration Date: I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. Owner/Agent Signature: \ i � ��' t o+Date: Oq/� �0-6 Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Vaiu . � �D_�� Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of O Fee: RECEIVED Plan Review Fee: State Ed Fee: SEP 0 8 2006 Total Fee: BUILDING DEPT. ftvired December31,2005 TOWN OF MONTVILLE FIRE MARSHALS OFFICE 310 Norwich New London Turnpike Uncasville, CT 06382 (860) 848-3030 ext. 331 June 2, 2006 Vernon Vesey II Building Official 310 Norwich New London Turnpike Uncasville, CT 06382 RE: Fire Sprinkler System for Thomas G. Faria Corporation Basement Building M4 FM06-387 Dear Vern, The Town of Montville Fire Marshals Office has received and reviewed the plans submitted by Standard Sprinkler to install a sprinkler system in the basement of building M-4. The Fire Marshals Office has no problems with the issuing of proper permits for this project. If you should have any questions please feel free to contact the undersigned at the Montville Fire Marshal's Office. Since ely / // Roy (Ed) Shafer Fire Inspector cc.file 09/20/2006 4 :08: 05 PM FAXCOM PAGE 1 OF 3 WEBSTER INSURANCE Fax To: Building Department From: Janovic, Noel Company: Phone: Phone: Fax: Fax: 9,18608487231 Date: September 20, 2006 Subject: C01 - Standard Sprinkler/TowTrobill argotlie3 Comments: Noel P. Janovic Technical Assistant Webster Insurance n janovic@websterinsurance.co rrm Phone # (860)444-3946 Fax# (860)444-3901 info@websterinsurance.com East Haven: 100 South Shore Drive-P.O.Box 120650-East Haven,CT 06512-(203)468-3400-Fax(203)468-3401 Harrison,NY: 550 Mamaroneck Avenue-Suite 501-Harrison,NY 10528-(914)698-4236-Fax(914)698-6071 Vernon: 135 Bolton Road-P.O.Box 2220-Vernon,CT 06066-(860)896-2200-Fax(860)896-2201 Wallingford: 112 South Turnpike Road-P.O.Box 5010-Wallingford,CT 06492-(203)741-3500-Fax(203)741-3501 Waterford: 914 Hartford Turnpike-P.O.Box 6003-Waterford,CT 06385-(860)444-3900-Fax(860)444-3901 Westport: 33 Riverside Avenue-P.O.Box 5040-Westport,CT 06881-(203)291-2000-Fax(203)291-2001 This facsimile transmission contains information which is TRADE SECRET, OR IS CONFIDENTIAL AND PRIVILEGED in nature, and which is intended solely for the use of the person(s) named above as the recipient. If you are not the person named above as the intended recipient, you are hereby placed on notice that any copying, or dissemination of the contents of this facsimile is neither allowed nor intended. If you have received this communication in error, please notify the sender by telephone immediately and return the contents of this transmission to the sender at once by the United States Postal Service. Thank You. 09/20/2006 4 : 08 : 05 PM FAXCOM PAGE 2 OF 3 1:11CI1LiF: 14VtIV IANJI'K ACORD, CERTIFICATE OF LIABILITY INSURANCE 09TE(MM1 D YYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Webster Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 914 Hartford Turnpike HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Waterford,CT 06385 860 444-3900 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: ACE USA Standard Sprinkler Corp INSURER B: Granite State Insurance Company P.O. Box 430 INSURER C: New London, CT 06320 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR INSRC, DATE IMMIDDIYYI DATE IMMIDD/YY1 LIMITS A GENERAL LIABLITY G21772616 11/13/05 11/13/06 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(MENT I $100,000 _ CLAIMS MADE X OCCUR MED EXP(Any vile peNen) $55,(x0 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $2,000,000 7 POLICY i i J CT Luc A AUTOMOBILE LIABILITY H08151738 11/13/05 11/13/06 COMBINED SINGLE LIMIT X ANY AUTO (Ea auidenO $1,000,000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per a,odent) X Drive Other Car PROPERTY DAMAGE (Per auident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR I CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION AND WC2798925 11/01/05 11/01/06X WC STATU- 0TH- EMPLOYERS'LIABILITY TORY LIMITS_ FR ANY PROPRiETORrPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICERMIEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1 If yes,desuEe under ,000,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Thomas G.Faria Corp,42 Pink Row CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION The Town of Montville DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Building Department NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.BUT FAILURE TO DO SO SHALL 310 Norwich-New London Turnpike IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS AGENTS OR Uncasville, CT 06382 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #M67287 NPJ O ACORD CORPORATION 1988 09/20/2006 4 : 08 : 05 PM FAXCOM PAGE 3 OF 3 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies fisted thereon. ACORD 25-S(2001/08) 2 of 2 #M67287 Town of Montville Building Department Plan Review Form Date: 1P7-* /5 I Zoo 4 Job Address: yZ- P//L' R-0( ) Job Description: CJr�j2//.1 Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION CONSTRUCTION DOCUMENTS Permit application not completed Plans required Permit fee due$ Proposed building or addition exceeds 5,000 square feet, plans must be Permit fee to be calculated stamped and signed by a Connecticut registered Architect or Professional Worker's comp.affidavit or worker's comp.certificate to be submitted Engineer Copy of contractor's registration or license required Construction documents are required to be shall be sealed by a CT licensed Copy of Major contractor Registration Required Architect or Professional Engineer(106.1.4) XConstruction permit sign-off sheet required with appropriate approvals,it shall Means of egress plan required designating the number of occupants on every be the applicant's responsibility to obtain the required signatures floor and all rooms and spaces, travel distances, and door, stair, ramp size Affidavit required from the holder of the registration or license authorizing you calculations(106.1.2) to apply for a permit with their information }{ Architectural plans required 4/ 9-A 9e ti-/c4 es.eCT2Yer Provide supporting documentation to show compliance with the 2003 IECC Structural plans required (www.energycodes.gov) Mechanical plans required Two sets of construction documents required, this includes all engineering Electrical plans required data,calculations and all other documentation(R106.1) Plumbing plans required Documents are copyright protected,provide original plans or a letter from the Fire protection plans required designer authorizing the duplication of the plans Use&occupancy classification not indicated on the construction documents Field set of the approved construction documents are required to be picked up Provide calculations for the mixed separated uses(302.3.2) from our office and must be available on site during all inspections Height&area calculations required Construction documents shall be of sufficient clarity to indicate the location, Ventilation calculations required to be submitted nature and extent of the work proposed as per section RI06.1.1 More detailed plans required addressing accessibility Construction documents do not match the orientation of the structure on the Soils report not submitted(1802.6) site plan Statement of special inspections required(1704) Plumbing fixture calculations required STRUCTURAL DESIGN Construction type not identified Submit supporting data to show conformance with the wind limitations (3 Group classification not identified second gust @ 115 mph) Fire-resistance design must be documented by an approved source, Documents required to be stamped and signed by a CT registered Professional Building trap location&detail,not provided or insufficient Engineer Construction documents do not match the engineering data submitted SITE PLAN Ground snow load(Pa)for Montville is 30 psf No plans submitted or insufficient information MCE Spectral accelerations for Montville are; Plans do not match the building plans S,=0.255 Finish floor elevation not indicated Si=0.078 Proposed structure or addition exceeds the "threshold limits" and an Distance from the property line(s)to the structure not identified independent structural engineering consultant review and all fees for such shall Structure dimensions not provided be paid by the of the building project(106.1.5.1) Existing and proposed contours are not provided or insufficient Design loads not indicated(live&dead) Footing drain discharge not identified Utilities not provided(electrical,phone,cable,sewer,water,gas) FOUNDATION Delineation of flood hazard areas and design flood elevation is required per section R106.1.3 No plans submitted or insufficient information Private sewage disposal system to be identified along with all technical and soil Dimensions required data as per section R106.2.1 Wall thickness not identified Grading is to slope away from the building,provide more detailed information Footing size not identified Plan submitted is not the same plan that has been approved by the Zoning Frost protection not identified or is insufficient Department and/or Health Department Column type,size,spacing not identified or insufficient Retaining wall—construction documents required Waterproofing details not provided or insufficient Retainingwall documents required to be stamped Pier type,size and anchor details not provided or insufficient q and signed by a Connecticut Registered Professional Engineer Engineered foundation plan required Crawl space ventilation,location,type and size not provided or insufficient Crawl space access,location and size not provided or insufficient vised Fe6nsary 23,2006 STATE OF CONNECT EC oT DEPARTMENT OF CONSUMER FIRE PROTECTIOl"fCONTRACTOR ,, Fl f BENJAMINO1" L ES NEW LONDON' 06320430 E NEf - EXPIRES LIC./REG NO G 4�Iy`.,r . iHt 10/31/2006 10609 �:,:�' SIGNED___�pAdis SPRINKLER SYSTEM ANALYSIS (IMPERIAL) CALCULATION #1 Contractor : Standard Sprinkler Corp CT Fl 00010609 NY-Suffolk 3400-RP RI OOC Company Address: 1360 Baldwin Hill Road Gales Ferry, Connecticut PAGE: 1 OF 9 DATE: 09. 07 .2006 JOB NAME : Thomas G. Faria Corporation ADDRESS : 385 Norwich-New London Turnpike, Uncasville, Connecticut Description: Fire Sprinkler - Bldg M4 Survey DESIGNER : TGW Authority : * CONTRACT #* REF. TO DRAWING #SP-S e Alp N� HAZARD DESCRIPTION: METALWORKING 4 ,.. ORDINARY HAZARD GROUP 2 #t5775 4i ` 1'cENS CALCULATION CRITERIA: - S,Fs ES �<. �'u : \ �"yo `S�ONAL 0 TOTAL AREA : 1500. 0 SQ. FT. '""Mvruu„,,,..„„,%, "` DENSITY : 0.200 USGPM/SQ. FT. Max.AREA/SPRINKLER : 104 . 0 SQ. FT. # OF SPRINKLER : 18 Min. Safety : 0 PSI SYSTEM REQUIREMENT:- Node System Hose Hydrant Total GPM GPM GPM PressureS GPM 38 451. 14 0. 00 250. 00 PSI 701 . 14 56. 04 SOURCE INFORMATION:- SUPPLY STATIC PRESSURE RESIDUAL PRESSURE RESIDUAL FLOW 40 80. 00 PSI 70. 00 PSI 843 . 0 GPM FIRE PUMP RATING: PUMP PRESSURE FLOW SPRINKLER K= 5. 60 DVERHEAD PIPE C= 120/140 JNDERGROUND C= 140RECEIVED TOTAL SAFETY = 26. 91 PSI Below Supply S E P 0 8 2006 TILE: C: \FireACAD\calc\0651 .mdb BUILDING DEPT: ,-'_' / / • • a) Nr • CD In a . . il _.„, • • • • CD N • • \ i i c't) I. _-_ . Kr( )) 36 v 1 M 37 38 38 39 ( > S 39 G„ 1 cn � ® ®s l �op N N m 40! • "P 0 GS O 0 Q CD _ 0 1? 41 CD C L LS'- if Z Standard Sprinkler Corp CT Fl 00010609 NY-Suffolk 3400-RP RI 00000331 SPRINKLER SYSTEM ANALYSIS (IMPERIAL) JOB NAME: Thomas G. Faria Corporation FILE: C: \FireACAD\calc\0651.mdb NODE ELEVATION PRESSURE DISCHARGE WASTAGE FT. PSI GPM 1 9.2 16. 37 22. 7 8 . 9 2 9.2 18. 01 23. 8 14 . 3 3 9.2 24 .24 27. 6 32. 5 4 9.2 26. 80 5 8.2 29. 95 6 9.2 16.40 22. 7 9.0 7 9.2 18.05 23. 8 14 . 4 8 9.2 24.29 27. 6 32. 7 9 9.2 26.86 10 8.2 30.02 11 9.2 16. 52 22.8 9. 4 12 9.2 18. 18 23. 9 14 . 8 13 9.2 24. 46 27. 7 14 9.2 33.2 27. 05 15 8.2 30.22 16 2. 1 14.57 21. 4 17 7. 1 2. 8 13. 80 20. 8 0. 0 18 9.2 15. 99 19 9.2 18. 61 24.2 20 9.2 21. 15 16.2 21 9.2 25. 8 23. 8 22 23. 35 27. 1 30. 1 9.2 26.27 23 8.2 30. 69 24 9.2 18. 77 24. 3 16. 6 25 9.2 25 20.27 25.2 21.2 9.2 25.87 28.5 36. 9 276 9.2 28.27 28 8.2 31. 70 29 9.2 31. 72 30 9.2 31.5 51 . 6 32. 17 31 8.2 33. 16 32 8.2 35. 09 33 7 . 7 37. 44 34 7. 7 40. 50 35 7 . 7 42.26 36 7 . 7 49. 51 37 6. 0 50. 43 38 4. 5 56. 04 39 33. 0 45. 78 40 33. 0 45. 98 250. 0 HOSE riiklr, $ 3 JOB NAME: Thomas G. Faria Corporation FILE: C: \FireACAD\calc\0651.mdb 'IPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI 1 QN=22. 7 L=10. 0 PT=16. 37 K=5. 60 D=1. 049 F=0. 0 0.165 PF=1. 65 V=8.41 2 FT=O PE=0. 00 C=120. 00 QP=22. 7 LT=10.0 PT=18 .01 Pv=0.48 2 QN=23. 8 L=10.0 PT=18. 01 K=5. 60 D=1. 049 F=0.0 0. 622 PF=6.22 V=17. 24 3 QP=46. 4 FT_0 PE=0. 00 C=120. 00 LT=10. 0 PT=24 .24 Pv=2. 00 3 QN=27. 6 L=3. 6 PT=24.24 K=5. 60 D=1. 380 F=3.0 0. 388 PF=2.57 V=15. 88 4 QP=74. 0 FT=E PE=0.00 C=120. 00 LT=6. 6 PT=26. 80 Pv=1. 70 4 QN=0. 0 L=1. 0 D=1.380 F=6. 0 PT=26. 80 K=0. 00 0. 388 PF=2. 72 V=15. 88 5 FT=T PE=0. 43 C=120. 00 j _ QP=74. 0 LT=7.0 I PT=29. 95 Pv=1.70 6 QN=22. 7 L=10. 0 PT=16.40 K=5. 60 0=1. 049 F=0. 0 0. 165 PF=1. 65 V=8. 42 FT=7 QP=22.7 =100.0 PE=0. 00 C=120. 00 PT=18. 05 Pv=0. 48 7 QN=23.8 L=10.43 D=1.049 F=0.0 PT=18. 05 K=5. 60 0. 624 PF=6.24 V=17.26 8 QP=46.5 LT-10.0 PE=0.00 C=120. 00 PT=24.29 Pv=2. 00 8 QN=2 7. 6 L=3. 6 PT=24.29 K=5. 60 D=1.380 F=3. 0 0. 389 FT=E PF=2. 57 V=15. 89 9 QP=74. 1 LT=6. 6 PE=0. 00 C=120. 00 PT=26. 86 Pv=1. 70 9 QN=0. 0 L=1. 0 D=1.380 PT=26. 86 K=0. 00 F=6. 0 0.389 PF=2. 72 10 FT=T V=15. 89 QP=74. 1 LT=7. 0 PE=0. 43 C=120.00 PT=30.02 Pv=1.70 11 QN=22. 8 L=10. 0 D=1. 049 X0. 0 PT=16.52 K=5. 60 0. 166 PF=1. 66 V=8. 45 12 QP=22 .8 T=10.0 PE=0. 00 C=120. 00 PT=18. 18 Pv=0.48 12 QN=23. 9 L=10.0 PT=18. 18 K=5. 60 D=1. 049 F=0. 0 0. 628 PF=6.28 V=17.32 13 QP=46. 7 FT_O PE=0. 00 C=120. 00 LT=10. 0 PT=24 . 46 Pv=2.02 rtit,r, tr o JO& NAME: Thomas G. Faria Corporation FILE: C:\FireACAD\calc\0651.mdb IPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI 13 QN=27. 7 L=3. 6 PT=24.46 K=5. 60 1 D=1. 380 F=3.0 0. 391 PF=2. 59 V=15. 95 14 QP=74.4 FT=E PE=0.00 0=120 .00 LT=6. 6 PT=27.05 Pv=1. 71 14 QN=0.0 L=1.0 2 PT=27. 05 K=0. 00 D=1.380 F=6.0 0. 391 PF=2.74 V=15. 95 15 QP=74. 4 FT_T PE=0. 43 C=120. 00 LT=7.0 PT=30.22 Pv=1. 71 3 16 QN=21. 4 L=9. 4 PT=14.57 K=5. 60 D=1.049 F=0. 0 0.148 PF=1. 40 V=7.94 17 QP=21. 4 FT=O PE=-2. 17 C=120. 00 LT=9. 4 PT=13. 80 Pv=0.42 4 17 QN=20.8 L=3.9 D=1. 049 F=2. 0 PT=13.80 K=5. 60 0. 521 PF-3. 10 V=15. 66 18 QP=42.2 FT=E PE=-0. 92 C=120. 00 LT=5. 9 PT=15. 99 Pv=1. 65 18 QN=0. 0 L=5. 0 PT=15. 99 K=0. 00 D=1. 049 F=0.0 0. 521 PF=2. 62 V=15. 66 FT=0 19 QP=42.2 T=5.0 PE=0.00 C=120. 00 PT=18. 61 Pv=1. 65 19 QN=24.2 L=8. 0 D=1.380 F=O,0 �'T=18. 62 K=5. 60 0.317 PF=2.54 V=14.23 FT=0 20 QP=66. 3 T=8. 0 PE=0. 00 C=120. 00 PT=21. 15 Pv=1. 36 20 QN=25. 8 L=8.0 D=1. 610 F=0,0 PT=21. 15 K=5. 60 0.275 PF=2.20 V=14.52 21 QP=92. 1 T=8. p PE=0. 00 C=120. 00 PT=23. 35 Pv=1. 42 21 QN=27.1 L=2. 6 D=1. 610 F=4, 0 PT=23.35 K=5. 60 0. 443 PF=2. 93 V=18. 78 22 QP=119.2 LT PE=0. 00 C=120. 00 PT=26.27 Pv=2.37 22 QN=0. 0 L=1.0 PT=26.27 K=0. 00 D=1. 610 p,=8. 0 0. 443 PF=3. 98 V=18. 78 23 QP=119.2 FT=T PE=0. 43 C=120. 00 LT=9.0 PT=30. 69 Pv=2. 37 24 QN=24. 3 L=8. 0 PT=18. 77 K=5. 60 D=1. 049 F=0. 0 0. 187 PF=1. 50 V=9. 01 25 QP=24,3 =0 PE=0. 00 C=120. 00 LT=8. 0 PT=20.27 Pv=0. 55 JOB. NAME: Thomas G. Faria Corporation PAGE # 7 FILE: C: \FireACAD\calc\0651.mdb IPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI 25 QN=25.2 L=8.0 1 D=1. 049 F=0. 0 0. 700 PT=20. 27 K=5. 60 PF=5. 60 V=18 . 37 FT=0 26 QP=49, 5 PE=0. 00 C=120.00 LT=8.0 PT=25.87 Pv=2.27 2 26 QN=28. 5 L=2. 6 I D=1.3$0 F=3. 0 PT=25. 87 K=5. 6Q 0. 428 PF=2. 40 V=16. 73 FT=E 27 QP=78. 0 =5. 6 PE=0. 00 C=120. 00 PT=28.27 Pv=1. 88 3 27 QN=0. 0 L=1. 0 D=1.380 F=6.0 PT=28.27 K=0.00 0. 428 PF-2. 99 V=16. 73 28 QP=78. 0 LST=7. 0 PE=0. 43 C=120.00 PT=31.70 Pv=1.88 1 29 QN=31. 5 L=2. 6 0=1.3$0 F=3. 0 PT=32. 72 K=5. 60 0.080 PF=0. 45 V=6. 77 FT=E 30 QP=31. 5 T=5. 6 PE=0. 00 C=120. 00 PT=32. 17 Pv=0. 31 30 QN=0. 0 L=1. 0 D=1.3$0 PT=32. 17 K=0. 00 F=6.0 0.080 PF=0. 56 V=6. 77 31 FT=T QP=31.5 LT=7. 0 PE-0'43 C=120. 00 PT=33. 16 Pv=0.31 5 QN-0.0 L=10. 3 PT=29. 95 K=0. 00 D=3.260 F=0.0 0. 006 PF=0. 06 V=2. 84 10 QP=74. 0 FT=10. 3 PE=0. 00 G=120. 00 PT=30. 02 Pv=0. 05 10 QN=0. 0 L=9. 7 0=3.260 F=0.0 PT=30.02 K=0. 00 0. 021 PF-0.21 V=5. 69 15 QP=148. 1 FT=0 PE-00 C=120. 00 LT=9. 7 PT=30.22 Pv=0.22 15 QN=0. 0 L=10.3 PT=30.22 K=0. 00 0=3.260 F=0. 0 0. 045 PF=0. 47 23 QP=222.4 FT=0 PE=Q.QQ C=120500 LT=10. 3 PT=30. 69 Pv=0.49 23 QN=0. 0 L=10. 0 D=3.260 F=0. 0 PT=30. 69 K=0. 00 _ 0. 100 PF=1. 01 28 QP=341.6 FT_O PE=0.40 C=120100 LT=10. 0 PT=31. 70 Pv=1. 16 28 QN=0. 0 L=30. 0 PT-31. 70 K=0. 00 D=3.260 F-0.0 0. 147 PF=1. 47 31 QP-419. 6 FT=O V=16. 13 ------------ LT=10.0 PE=0. 00 C=120.00 ------------------------------------------PT_33_16_______ 75 SOB NAME: Thomas G. Faria Corporation rnvr, if PILE: C:'`PireACADca1c\Q651.mdb IPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI 31 QN=0. 0 L=2. 1 PT=33. 16 K=0. 00 1 D=3.260 F=9.4 0. 168 PF=1. 93 V=17 .34 FT=E PE=0.00 C=120. 00 32 QP=451.1 LT=11.5 PT=35.09 Pv=2.02 32 QN=0. 0 L=3. 3 2 PT=35. 09 K=O. OQ D=3.260 F=9. 4 0. 168 PF=2. 13 V=17. 34 FT=E 33 QP=451. 1 T=12. 7 PE=0.22 C=120. 00 PT=37. 44 Pv=2. 02 33 QN=0.0 L=8. 8 3 D=3.260 F=9. 4 0. 168 PT=37.44 K=0. 00 FT=E PF=3.06 V=17.34 PE=0.00 C=120. 00 34 QP=451. 1 LT=18.2 PT=40.50 Pv=2. 02 34 QN=0. 0 L=1. 1 PT=40.50 K=0. 00 D=3.260 F=9.4 0. 168 PF=1. 76 V=17. 34 35 QP=451. 1 FT=E PE=0.00 C=120. 00 LT=10.5 PT=42.26 Pv=2. 02 35 QN=0. 0 L=33.8 PT=42.26 K=0. 00 D=3.260 F=9. 4 0. 168 PF=7.25 V=17. 34 FT=E 36 QP=451. 1 LT=43.2 PE=0. 00 C=120. 00 PT=49.51 Pv=2.02 36 QN=Q.0 L_1.2 PT=49.51 K=0. 00 D=3.260 F=0.0 0. 168 PF=0.20 V=17. 34 FT=0 37 QP=451. 1 T=1.2 PE=0. 72 C=120. 00 PT=50. 43 Pv=2. 02 37 QN=0.0 L=2.0 PT=50. 43" K=0. 00 D=3.068 F=20.0 0.225 PF=4 . 96 V=19. 58 38 QP=451. 1 -22. 0 PE=0. 65 C=120. 00 PT=56. 04 Pv=2. 58 38 QN=0.0 L=262. 0 PT=56. 04 K=0. 00 D=6.280 F=141. 9 0. 005 PF=2. 09 V=4. 67 FT=LLLTTG PE=-12. 35 C=140. 00 39 QP=451. 1 LT=403. 9 PT=45. 78 Pv=0. 15 39 QN=O.O L=55.0 D PT=45. 78 K=0. 00 =8.390 F=104. 4 0. 001 PF=0.20 FT=LLTG V=2. 62 40 QP=451.1 LT=159. 4 PE=O.DO C=140. 00 PT=45. 98 Pv=0.05 S EGEND = Standard 45 degree elbow QN = Normal flow discharge = Standard 90 degree elbow QP = Flow; in; pipe = Long turn degree elbow D = Pipe inside diameter = Standard tee L = Pipe length = Butterfly valve F = Fittinge = Gate valve equivalence Check valve FT = Fitting type = Alarm valve LT = Total length PT = Total node pressure = Dry pipe valve PF = Pressure friction loss = Deluge valve PE = Pressure elevation loss = Pre-action valve K = Sprinkler K-factor = Back flow preventer V = Velocity ,x = Constant pressure x in PSI C = C-factor for fitting F PV = Velocity pressure SIGNIFICANT HYDRAULICAL NOTES: iximum velocity of 19. 58 FT/SEC at pipe 37 ,st remote sprinkler @ node 17 SPRINKLER SYSTEM ANALYSIS (IMPERIAL) CALCULATION #1 Contractor : Standard Sprinkler Corp CT Fl 00010609 NY-Suffolk 3400-RP RI OOC Company Address: 1360 Baldwin Hill Road Gales Ferry, Connecticut PAGE: 1 OF 9 DATE: 09. 07.2006 JOB NAME : Thomas G. Faria Corporation ADDRESS : 385 Norwich-New London Turnpike, Uncasville, Connecticut Description: Fire Sprinkler - Bldg M4 Survey DESIGNER : TGW Authority : * CONTRACT #* REF. TO DRAWING #SP-S �����'► - '� c;%%� HAZARD DESCRIPTION: METALWORKING vr ORDINARY HAZARD GROUP 2 r,sns ;aa` NS CALCULATION CRITERIA: - �y"yos/a�lAL C ;s TOTAL AREA : 1500. 0 SQ. FT. 4000moiammurcoe DENSITY : 0.200 USGPM/SQ. FT. Max.AREA/SPRINKLER : 104 . 0 SQ. FT. # OF SPRINKLER : 18 Min. Safety : 0 PSI SYSTEM REQUIREMENT:- Node System Hose Hydrant Total Pressure GPM GPM 38 451. 14 GPM GPM PSI 0. 00 250. 00 701 . 14 56. 04 SOURCE INFORMATION:- SUPPLY STATIC PRESSURE RESIDUAL PRESSURE RESIDUAL FLOW 40 80. 00 PSI 70. 00 PSI 843 . 0 GPM FIRE PUMP RATING: PUMP PRESSURE FLOW SPRINKLER K= 5. 60 JVERHEAD PIPE C= 120/140 JNDERGROUND C= 140 i TOTAL SAFETY = 26. 91 PSI Below SupplyRECE/VE D i ILE: C: \FireACAD\calc\0651.mdb SEp 0 2006. K0) • 1 >4 p a rr0^ 5 V/ i U • 1a o _ � u)._ ,co :t• co �c 03 -- o) Ln tr) '''i- i. 7• t,1- • S Q � a xn m Q , • I0) 0) t t C 3 ;a Q i ,- U) C) ti.: •f • f • E 0Q ! a ` S meq` ( -+1 z. Ct ; o • O f a ) i • 1 f " j I s • _ O rft I z • z — ! • i • Tom_--- - -.- _ - t I's-. co +n o (1Sd)aJnsseid ( ) 36 1 M 37 O 38 39 39 €) Se rc`a7") c_e 0 C _ 410 ? I° 4!.' • S •?. ED C O 0 . C C cp O p C © • Z rivu TT z Standard Sprinkler Corp CT Fl 00010609 NY-Suffolk 3400-RP RI 00000331 SPRINKLER SYSTEM ANALYSIS (IMPERIAL) JOB NAME: Thomas G. Faria Corporation FILE: C: \FireACAD\calc\0651.mdb NODE ELEVATION PRESSURE DISCHARGE WASTAGE FT. PSI GPM a 1 9.2 16.37 22. 7 8 . 9 2 9.2 18. 01 23. 8 14 . 3 3 9.2 24.24 27. 6 32. 5 4 9. 2 26. 80 5 8.2 29. 95 6 9.2 16.40 22. 7 9. 0 7 9.2 18. 05 23. 8 14 . 4 8 9.2 24.29 27. 6 32. 7 9 9.2 26.86 10 8.2 30.02 11 9.2 16.52 22. 8 9. 4 12 9.2 18. 18 23. 9 14 . 8 13 9.2 24. 46 27. 7 33. 2 14 9.2 27. 05 15 8.2 30.22 16 2: 1 14 . 57 21. 4 2. 8 17 7. 1 13. 80 20. 8 0. 0 18 9.2 15. 99 19 9.2 18. 61 24.2 20 9.2 21. 15 16.2 21 9.2 25. 8 23. 8 23. 35 27. 1 30. 1 22 9.2 26.27 23 8 .2 30. 69 24 9.2 18. 77 24. 3 25 9.2 20.27 16. 6 26 9.2 25.2 21 .2 276 9.2 25. 87 28. 5 36. 9 28.27 28 8.2 31. 70 29 9.2 31. 72 31. 5 30 9.2 32. 17 51 . 6 31 8.2 33. 16 32 8.2 35. 09 33 7 . 7 37. 44 34 7 . 7 40. 50 35 7 . 7 42.26 36 7 . 7 49. 51 37 6. 0 50. 43 '? 38 4. 5 56. 04 39 33. 0 45. 78 40 33. 0 45. 98 250. 0 HOSE ( JOB NAME: Thomas G. Faria Corporation rtiur, FILE: C: \FireACAD\calc\0651_mdb 'IPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI 1 QN=22. 7 L=10.0 PT=16. 37 K=5. 60 D=1. 049 F=0. 0 0. 165 PF=1. 65 V=8.41 2 QP=22. 7 FT=O PE=O. 00 C=120. 00 LT=10.0 PT=18 .01 Pv=0.48 2 QN=23.8 L=10.0 PT=18. 02 K=5. 60 D=1. 049 F=0.0 0. 622 PF=6.22 V=17.24 3 QP=46.4 LT=100. 0 PE=0. 00 C=120. 00 PT=24.2 4 Pv=2. 00 3 QN=27. 6 L=3. 6 PT=24.24 K=5. 60 D=1. 380 F=3.0 0. 388 PF=2.57 V=15. 88 4 QP=74. 0 FT=E PE=0.00 C=120. 00 LT=6. 6 PT=26. 80 Pv=1. 70 4 QN=0. 0 L=1. 0 PT=26. 80 K=0. 00 D=1. 380 F=6. 0 0.388 PF=2. 72 V=15. 88 5 FT=T PE=0. 43 C=120. 00 QP=74.0 LT=7.0 PT=29. 95 Pv=1. 70 6 QN=22. 7 L=10. 0 D=1. 049 �=p. 0 PT=16.40 K=5. 60 0. 165 PF=I. 65 V=8. 42 !` o 0. 0 PE=0. 00 C=120. 00 7 QP=22. 7 LT= PT=18. 05 Pv=0. 48 7 QN=23.8 L=10'0 PT=18.05 K=5. 60 D=1.049 F=0.0 0. 624 PF=6.24 V=17,26 8 QP=46.5 T=10.0 PE=0. 00 C=120. 00 PT=24.29 Pv=2. 00 8 QN=27. 6 L=3. 6 PT=24.29 K=5. 60 '' D=1.380 F=3. 0 0.389 _ PF=2.57 V=15. 89 9 QP=74.1 LTE =6. 6 PE=0. 00 C=120. 00 PT=26. 86 Pv=1. 70 9 QN=0. 0 L=1. 0 PT=26. 86 K=0. 00 D=1.380 F=6. 0 0.389 PF=2. 72 FT=T V=15. 89 10 QP=74. 1 LT=7.0 PE=0. 43 C=120. 00 PT=30.02 Pv=1. 70 11 QN=22. 8 L=10. 0 PT=16. 52 K=5. 60 D=1. 049 F=0. 0 0. 166 PF=1. 66 V=8. 45 FT=0 12 QP=22.8 =10.0 PE=0. 00 C=120. 00 PT=18. 18 Pv=0. 48 12 QN=23. 9 L=10.0 D=1.049 F=0.0 PT=18. 18 K=5. 60 0. 628 PF=6.28 V=17. 32 13 QP=46. 7FT_0 PE=0. 00 C=120. 00 LT=10. 0 PT=24 . 46 Pv=2.02 L c Zvi:, •?r v JOB NAME: Thomas G. Faria Corporation FILE: C:\FireACAD\calc\0651.mdb IPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI 13 QN=27. 7 L=3. 6 1 PT=24.46 K=5. 60 D=1. 380 F=3. 0 0.391 PF=2.59 V=15. 95 14 QP=74.4 FT=E PE=0.00 C=120.00 LT=6. 6 PT=27.05 Pv=1. 71 14 QN=0.0 L=1. 0 PT=27.05 K=0. 00 2 D=1.380 F=6.0 0. 391 PF=2. 74 V=15. 95 15 QP=74.4 T=7.p PE=0. 43 C=120. 00 PT=30.22 Pv=1. 71 16 QN=21. 4 L=9. 4 3 D=1.049 F=0. 0 PT=14.57 K=5. 60 0.148 PF=1 . 40 V=7. 94 E 17 QP=21. 4 FFTT=0=9.4 PE=-2. 17 C=120. 00 LPT=13.80 Pv=0. 42 17 QN=20.8 L=3.9 4 D=1.049 F=2. 0 PT=13.80 K=5. 60 0. 521 PF=3. 10 V=15. 66 18 FT=E PE=-0. 91 C=120. 00 QP=42.2 LT=5. 9 PT=15. 99 Pv=1. 65 18 QN=0. 0 L=5. 0 PT=15. 99 K=0. 00 D=1. 049 F=0.0 0. 521 P2. 62 V=15. 66 19 QP=42.2 =5.0 PE=0.00 C=120. 00 PT=18. 61 Pv=1. 65 19 QN=24.2 L=8. 0 ' D=1.380 F=p•p PT=18. 61 K=5. 60 0.317 PF=2.54 V=14 .23 20 QP=66. 3 _0 PE=0. 00 C=120. 00 LT=8. 0 PT=21. 15 Pv=1.36 20 QN=25.8 L=8. 0 D=1. 610 F=p,p PT=21. 15 K=5. 60 0.275 PF=2.20 V=14 .52 21 FT=O QP=92. 1 LT=8. 0 PE=0. 00 C=120. 00 PT=23. 35 Pv=1. 42 21 QN=27.1 L=2. 6 D=1. 630 F=4. 0 PT=23.35 K=5. 60 t 0. 443 PF=2. 93 V=18. 78 22 QP=119.2 -E PE=0. 00 C=120. 00 LT=6. 6 PT=26.27 Pv=2.37 22 QN=0. 0 L=1.0 D=1. 610 F=g•0 PT=26.27 K=0. 00 0.443 PF=3. 98 V=18. 78 23 QP=119.2 FT=T PE=0. 43 C=120. 00 LT=9.0 PT=30. 69 Pv=2.37 24 QN=24. 3 L=8. 0 PT=18. 77 K=5. 60 D=1. 049 F=p_p 0. 187 PF=1. 50 25 QP=24.3 -0 PE=0. 00 V=9. 01 ----------- LT=8. 0 C=120. 00 ----------- PT=20.27 -------------------------- _____5 JOB NAME: Thomas G. Faria Corporation PAGE # 7 FILE: C: \FireACAD\calc\0651.mdb IPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI 25 QN=25.2 L=8. 0 1 PT=20.27 K=5. 60 D=1. 049 F=0. 0 0. 700 PF=5. 60 V=18. 37 26 QP=49.5 T=8.0 PE=0.00 C=120. 00 PT=25.87 Pv=2.27 26 QN=28.5 L=2. 6 2 D=1.380 F=3. 0 PT=25. 87 K=S. 60 0. 428 PF=2. 40 V=16. 73 T27 QP=78. 0 LT _5. 6 PE=0. 00 C=120. 00 PT=28.27 Pv=1. 88 27 QN=0. 0 L=1.0 3 D=1.380 F=6. 0 PT=28.27 K=0,00 0. 428 PF=2. 99 V=16. 73 FT=T 28 QP=78. 0 =7. 0 PE=0. 43 C=120.00 PT=31.70 Pv=1. 88 29 QN=31. 5 L=2. 6 PT-31. 72 K=5. 60 i D=1.380 F=3. 0 0. 080 PF=0. 45 V=6. 77 30 QP=31. 5 LT=�. 6 PE=0. 00 C=120. 00 PT=32.17 Pv=0. 31 30 QN=0. 0 L=1. 0 D=1.380 F=6.0 PT=32. 17 K=0. 00 0.080 PF=0. 56 V=6. 77 31 FT=T QP=31. 5 LT-7. 0 PE-0.43 C=120. 00 PT=33.16 Pv=0.31 5 QN=0. 0 L=10. 3 D=3.260 F=p_p PT=29. 95 K=0. 00 0. 006 PF=0. 06 V=2. 84 10 QP=74. 0 FT=10. 3 PE=0. 00 C=120. 00 PT=30. 02 Pv=0. 05 10 QN-0. 0 L=9.7 D=3.260 F=0. 0 PT=30-02 K=0. 00 0. 021 PF=0.21 V=5. 69 FT-0 PE=0 15 QP=148. 1 . 00 LT-9. 7 C=120. 00 PT=30.22 Pv=0.22 15 QN=0. 0 L=10.3 D=3.260 F=p. p PT=30.22 K=0.00 0. 045 PF=0. 47 V=8. 55 23 QP=222. 4 FT-0 PE=0.00 C=120. 00 LT=10. 3 PT=30. 69 Pv=0.49 23 QN=O.O L=10.0 D=3.260 F=p_ p PT-30. 69 K=0.00 0. 100 PF-1. 01 V=13. 13 FT-0 PE=0.00 C=120. 00 28 QP=341.6 LT=10. 0 PT=31. 70 Pv=1.16 28 QN=0. 0 L=30. 0 D=3.260 F=0.0 PT=31. 70 K=0. 00 0. 147 PF=1. 47 31 QP=419. 6 FT=p V=16.13 -----____-- LT=10. 0 PE=0.00 C=120. 00 --------------- PT=33. 16 rnv� ff o JOB NAME: Thomas G. Faria Corporation PILE: C: kPireACAD\ca1c\0651.mdb IPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI 31 QN=0. 0 L=2. 1 1 PT=33. 16 K=0. 00 D=3.260 F=9. 4 0. 168 PF=1. 93 V=17 .34 32 FT=E PE=0.00 C=120. 00 QP=451.2 LT=11.5 PT=35.09 Pv=2.02 32 QN=0. 0 L=3.3 D=3.260 F=9. 4 PT=35. 09 K=0. 00 2 0. 168 PF=2. 13 V=17. 34 FT=E 33 QP=451. 1 LT=12. 7 PE=0.22 C=120. 00 PT=37. 44 Pv=2. 02 33 QN=0. 0 L=8.8 PT=37.44 K=0. 00 3 D=3.260 F=9. 4 0. 168 PF=3.06 V=17. 34 34 FT=E PE=0.00 C=120. 00 QP=451. 1 LT=18.2 PT=40. 50 Pv=2. 02 34 QN=0. 0 L=1. 1 D=3.260 PT=40. 50 K=0. 00 F=9.4 0. 168 PF=1. 76 V=17. 34 FT=E 35 QP=451. 1 LT=10.5 PE=0' 00 C=120. 00 PT=42.26 Pv=2.02 35 QN=0.0 L=33.8 D=3.260 F=9. 4 PT=42.26 K=0. 00 0. 168 PF=7.25 V=17. 34 36 FT=E QP=451. 1 LT=43.2 PE=O. 00 C=120. 00 PT=49_51 Pv=2. 02 36 QN=0.0 L=1.2 D=3.260 F=0.0 PT=49.51 K=0. 00 0. 168 PF=0.20 V=17. 34 37 FT=O QP=451.1 LT=1.2 PE=0. 72 C=120. 00 PT=50. 43 Pv=2. 02 37 QN=0. 0 L=2.0 D=3.068 g=20.0 PT=50. 43 K=0. 00 0.225 PF=4. 96 V=19.58 38 QP=451. 1 LT-22. 0PE=0. 65 C=120. 00 PT=56. 04 Pv=2.58 38 QN=O.O L=262. 0 D=6.280 F=141. 9 0. 005 PT=56. 04 K=0. 00 FT=LLLTTG PF=2' 09 V=4. 67 39 QP=451. 1 LT=LLLT PE=-12. 35 C=140. 00 PT=45. 78 Pv=0. 15 39 QN=O. O L=55. 0 PT=45. 78 K=0. 00 D=8.390 F=104. 4 0.001 PF=0.20 V=2. 62 40 QP=451.1 FT=LLTG PE=0. 00 LT=159.4 C=140. 00 PT=45. 98 Pv=0.05 EGEND = Standard 45 degree elbow QN = Normal flow discharge = Standard 90 degree elbow QP = Flow; in; = Long turn degree elbow pipe D = Pipe inside diameter = Standard tee L = Pipe length = Butterfly valve F = Fitting = Gate valve equivalence Check valve FT = Fitting type = Alarm valve LT = Total length PT = Total node pressure = Dry pipe valve PF = Pressure friction loss = Deluge valve PE = Pressure elevation loss Pre-action valve K = Sprinkler K-factor = Back flow preventer V = Velocity ,x = Constant pressure x in PSI for fitting F C = C-factor PV = Velocity pressure SIGNIFICANT HYDRAULICAL NOTES: lximum velocity of 19. 58 FT/SEC at pipe 37 )st remote sprinkler @ node 17