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Home My WebLink About2006 - Sprinkler System Modifications Bldg M4 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 MECHANICAL PERMIT Permit Number: M2006-0066 Date: 02-Jun-2006 Map/Lot: 074/038-000 Owner ID: 5496000 Project Location: 42 PINK ROW Unit: Job Description: Sprinkler system modifications Owner Name: Martin Gottesdiener Tenant Name: Thomas G. Faria Corp. Careof: C/0 Kostin Ruffkess and Co 400 Bayonet St Ste 306 New London CT 06320- Telephone: Contractor Name: B.L.Jones Telephone: (860)464-7284 DBA: Standard Sprinkler Corp Lic/Reg Type: Fl PO Box 430 Lic/Reg No: 10609 Exp Date: 31-Oct-2006 New London CT 06320- Construction Value Permit Fees Construction Information Building Value: $0.00 Building Fee: $0.00 Use Group: F-1 _ Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2005 State Building Code Mechanical Value: $4,000.00 Mechanical Fee: $32.00 Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type: 5B Total Value: $4,000.00 Penalty Fee: $0.00 Permit Code: C5 C of 0 Fee: $0.00 Comments: Plan Review Fee: $3.20 State Ed Fee: $0.64 Total Fee Paid: $35.84 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING, MECHANICAL, ELECTRICAL PERMIT INSPECTIONS ❑ Footing- Prior to pouring concrete V R Plumbing and leak test ❑ Deck Piers ❑ R Electrical ❑ Backfill -Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor framing ❑ Electrical Service CRS No: 0 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking_Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ji Certificate of Approval ❑ Certificate of Occupancy Building Official's Approval: 7 1 Town of Montville it Building Department hicGitIVIED 310 Norwich-New London Tp e. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 MAY 1 2 2006 Fax. 860-848-7231 PERMIT APPLICATION FORMBUILDING_.. , Type of Work Occupancy Classification Construction Type Permit Type ❑New Construction ❑A-1 ❑ B ❑ H-1 El I-1 ❑ R-1 ❑ S-1 ❑Type IA 0 Type IIIB ❑ Building ❑Addition ❑A-2 ❑ B,Medical ❑ H-2 El 1-2 ❑ R-2 El S-2 ❑Type IB ❑Type IV ❑ Plumbing ❑Alteration ❑A-3 ❑ E ❑ H-3 Cl 1-3 0 R-3 ❑ U El Type IIA ❑Type VA ❑ Mechanical ❑Change of Use ❑A-4 ❑ F-1 ❑ H-4 ❑ 1-4 ❑ R-4 ❑Mixed 0 Type 11B ❑Type VB ❑ Electrical ❑A-5 ❑ F-2P IIIM 0 Type IIIA /� CRS#: Job Address: v '' a; mania_�:.m_. J-°—).�s:��r `440 M q (Number) (Street) (Unit) Job Description: .� A) - a. Brad /1 ..‘ 1 Mit-5 Owner: MpJ'q, a. fj �4�- �i.e.P Tenant: Address: F3'G A DaiiL1//_/1.,,c4) -- 1al j4 Address: City/State/Zip: 0/0C t/i T City/State/Zip: Telephone: Telephone: Contractor: 733(r)'ic5 DBA: 7.-• , A 14001 iOi i A) _ I. Ai I 411 Address: �" O )D)L d City: �y� ! 2.600a0 //��y� N State: 1.—/ Zip Code:Q Telephone: License License Type: T l License No.: /Del/ f Expiration Date: /® 3l 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: 1_It ��' i' Date: 05��2- Construction Value Permit Fees . Building Value: Building Fee: Plumbing Value: _ Plumbing Fee: 1/O Mechanical Value: ��1 -0 / Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: ftvised December31,2005 STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION FIRE PROTECTION. ONTRACTOR BEN 1a,`ONES NEW CONDO —4348430 434:8430 LIC./REG NQ V EXPIRES o p1/ ` t"��` 10731/20A6 SIGNEDc M Town of Montville Building Department File Receipt Date: 17-May-06 Receipt No: 1278 Received From: BL Jones-Standard Sprinkler Corp. Job Address: 42 Pink Row - Faria Corp. Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $35.84 Check: $0.64 Check No: 8781 Short/Over: $0.00 Construction Value: $4,000.00 Demolition Value: $0.00 Received By Sandra Pandora :/� . ..mor Asilledr; COMMERCIAL PERMIT CALCULATION Address: PERMIT FEE Building $ - Plumbing $ Mechanical $ 4,000 $ 32.00 Electrical $ - CO Fee $ Plan Review $ 3.20 State Ed Fee $ 4,000 $ 0.64 Work Commenced before permit issuance $ - Total Fees $ 35.84 DEMOLITION PERMIT CALCULATION Address: PERMIT FEE Demolition $ - Total Fees $ 05/1212006 11:30 8604646554 STANDARD SPRINKLER PAGE 02 _ R� : Client/J.; 09 ..._149STANSPR I ACORD,.. CERTIFICATE OF LIABILITY INSURANCE DATE(MM10DNYYY) 12/30/05 FROOM Fc 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. terford, CT 06388 T60 444-3900 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: ACE USA Standard Sprinkler Corp INSURER B Granite State Insurance Company P.O.BOX 438 INSURER C: Naw Londe*,CT 04320 INSURER 0: INSURER E: J 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 C WORDED SY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE l 'S LlMDYYN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ !NSI-ADD' -111:incmT-E-" TIvs POLICY EIEIIMTION LIMITS LTR NNevem/el TYPE OP POLICY NUMBER r; r M!DD!YY DATE MMI'• A GENERAL UAMIu'lY G21772616 11/13/05 11/13/06 EACH OCCURRENCE St 000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISESiEB occurrenc5L ,$100,000 , CLAIMS MACE El OCCUR MED EXP(Any one person) $5,000 1 PERSONAL S ADV INJURY $1,000,000 GENERAL AGGREGATE %2,000,000 I GEN'L AGGREGATE , APPLIES PER: PRODUCTS-COMP/OP AGO s2 000 000 POLICY Ill ; . III LOC A AUTOMOMLE LMi1UTY H08151735 11113!05 11113/06 COMBINED SINGLE LIMIT X ANY AIIrO (Ea eccl5enl) 51,000,000 w Au_ewaee mope BODILY INJURY $ _ SCHtDULfn AUIIO8 (Per Person) X FORMA/TOE BODILY INJURY 5 {Per ecGOent) X Norrowwlb rui1p41 I X Dribs 011141 CIF PROPERTY DAMAGE (Per accident) $ GARAGE MAMMY AUTO ONLY-EA ACCIDENT S ANY AUTO THAN EA ACC S AUTO ONLY:a AGG S ExcEsSAMIOntiOLITY EACH OCCURRENCE $ OCCUR CL11IMS MADE AGGREGATE $ $ DED1JCT191E S RET! Pf fON 34 S B WORKERSCOMP1NMTtONAND WC2798925 11/01/05 11/01106 X wCY LIMSTATIT I- 0TH- TORFR EMPLOYERS'ilANLIW E l EACH ACCIDENT $1,000,000 ANY PROPRIE/orw CUTNE , OFFICER/MEMBER EXC. D E.L.DISEASE.EA EMPLOYEE Si000,000 If yes,desCfibe undo SPECIAL PROVISIONS beim E.L DISEASE-POLICY LIMIT Si,000,000 OTHER DESCRIPTION OF 0100.RA .#010IVEHIICLEES FEXCWSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS INSURANCE****".".« � OF ****rwww CERTIFICATE HOLM CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION 11f Standard Ipinklar Carp DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10.. DAYS WRITTEN P.O. Ilex el NOTICE TO THE CERTIFICATE HOLDER NAMED TO Tl-IE LEFT,BUT FAILURE TO DO SO SHALL New L.O13AMlw CT 06320 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. A ORt E N7 TVE ~ adAk ACORD 25(2001/06) 1 at 2 51467287 NPJ 13 ACORD CORPORATION 1988 05/1212006 11:30 8604646554 STANDARD SPRINKLER PAGE 01 i r STh . D SPRINI LER CORP TIANSMISSION Dat c ►a-QL To i t l G 'EP PDX No.: N ��► Number of Pages (including this age): 3 A hddi copy will will not follow by: , a� I.S. Postal Service . ederal Express United Parcel Service (UPS). Please contact our office immediately should this tranmission be iomplete and/or defective in any way. nick you for your consideration. L\-- k This*simile transmission contains information which is TRADE SECRET,OR IS CONFIDENTIAL AND PRIVILEGED in nature,and which is intended solely for the use of the persan(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 simile are neither allowed nor intended. If you have received this communication in erlanotify the sender by telephone immediately and return the contents of this to the sender at once by the United States Postal Service. Thank you. HO. BOX 430 • NEW LONDON, CT 06320-0430 • CT F1 LTC. #00010609 TELEPHONE: 860-464-7284 • FACSIMILE: 860-464-6554 "An Equal Opporlunily Vrr►p(oyer" SPRINKLER SYSTEM ANALYSIS (IMPERIAL:` CALCULATION #1 Contractor : Standard Sprinkler Corp CT Fl 00010609 NY-Suffolk 3400-RP RI 00 Company Address: 1360 Baldwin Hill Road Gales Ferry, Connecticut PAGE: 1 OF 8 DATE: 04.28.2006 JOB NAME : Thomas G. Faria Corporation ADDRESS : 385 Norwich-New London Turnpike, Uncasville, Connecticut Description: Fire Sprinkler - Bldg M4 Basement DESIGNER : TGW Authority : * gram CONTRACT #* REF. TO DRAWING #SP-1 ,rcRF` i011 � .'4 „6 HAZARD DESCRIPTION: MISC STORAGE 7 4?..1' ORDINARY HAZARD GROUP 2 o t, S9r,so `x FS, ": �c CALCULATION CRITERIA: - �k"'" �or1 ,u,w +��` � d°a\ \ TOTAL AREA : 1218 . 0 SQ. FT. DENSITY : 0.200 USGPM/SQ. FT. Max.AREA/SPRINKLER : 107. 0 SQ. FT. # OF SPRINKLER : 10 Min. Safety : 0 PSI SYSTEM REQUIREMENT: - Node System Hose Hydrant Total Pressure GPM GPM GPM GPM PSI 24 236. 64 0. 00 250. 00 486. 64 35. 58 SOURCE INFORMATION:- SUPPLY STATIC PRESSURE RESIDUAL PRESSURE RESIDUAL FLOW 26 80. 00 PSI 70. 00 PSI 843. 0 GPM FIRE PUMP RATING: PUMP PRESSURE FLOW SPRINKLER K= 5. 60 OVERHEAD PIPE C= 120/140 UNDERGROUND C= 140 RECEIVED TOTAL SAFETY = 52. 46 PSI Below Supply MAY 1 2 2006 FILE: C:\fireacad\calc\0624 .mdb BUILDING DEPT, - N T Q Q D (i) cc 0 G CO ' C7 _.dCO 0 (Ni 6 co I a) ch N N N co �+ Cn g- a (/) E C L{ N O f N (� C] ll r co Cd r LIo al Fto k •r .I. 0 i I i i c\i �r N _ I ! N.- 1 i c'') cV) N Q CO CO O :. 00 0 O 0... 0 0 0. N (ISd)e'nssaid O O 0 (--(D) 6 0 (cn-p.) 0 0 O (c--8 -6-0) 9ti 0o e c-7).1 � L N / 0 N /1 ZZ £Z 0 rriuc. r Y 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\0624 .mdb NODE ELEVATION PRESSURE DISCHARGE WASTAGE FT. PSI GPM % 1 9.0 14 . 60 21.4 0. 0 2 9.0 15.79 22. 3 4 . 0 3 9. 0 20.23 25.2 17 . 7 4 9. 0 21. 13 5 9. 0 21. 38 25. 9 21 . 0 6 9. 0 22 . 14 7 8 . 0 23. 09 8 9. 0 17. 75 23. 6 10 . 3 9 9. 0 19. 18 24. 5 14 . 6 10 9. 0 21. 39 11 8 . 0 23. 82 12 9. 0 16. 53 22. 8 6. 4 13 9. 0 17. 86 23. 7 10 . 6 14 9.0 19. 93 15 8 . 0 24 . 10 16 9. 0 17 . 17 23.2 8 . 4 17 9.0 18 . 55 24 . 1 12 . 7 18 9. 0 20. 70 19 8 . 0 25. 00 20 8 . 0 25. 94 21 8 . 0 27. 02 22 8 .0 29. 63 23 6. 0 31. 19 24 4 . 5 35. 58 25 33. 0 23. 86 26 33. 0 23. 92 250. 0 HOSE • tL1VL ,1 JOB NAME: Thomas G. Faria Corporation FILE: C:\fireacad\calc\0624 .mdb FRICTION PRESSURE 'IPE NODE FLOW DIA. LENGTH No. No. GPM IN. FT. PSI/FT. PSI • 1 QN=21. 4 L=8 . 0 PT=14 . 60 K=5. 60 D=1.049 F=0 .0 0. 148 PF=1 . 19 PE=0. 00 C=1205 FT=0 00 2 QP=21. 4 LT=8 . 0 PT=15.79 Pv=0.42 2 QN=22. 3 L=8. 0 PT=15.79 K=5. 60 D=1. 049 F=0. 0 0 . 555 PF=4 .44 V=16.21 FT=0 PE=0. 00 C=120. 00 3 QP=43 . 7 LT=8 . 0 PT=20.23 Pv=1.77 3 QN=25.2 L=2.7 PT=20.23 K=5. 60 3 D=1. 380 F=0.0 0. 339 PF=0. 90 V=14 .77 FT=0 PE=0. 00 C=120. 00 4 QP=68.8 LT=2. 7 PT=21. 13 Pv=1. 47 4 QN=0. 0 L=5.4 PT=21.13 K=0.00 1 D=2 .067 F=0. 0 0.047 PF=0.25 V=6. 58 FT=0 PE=0. 00 C=120. 00 5 QP=68.8 LT=5. 3 PT=21. 38 Pv=0.29 5 QN=25. 9 L=3. 9 PT=21. 38 K=5. 60 5 D=2. 067 F=5.0 0.086 PF=0. 76 V=9. 06 FT=E PE=0 . 00 C=120. 00 6 QP=94 . 7 LT=8. 9 PT=22.14 Pv=0. 55 6 QN=0.0 L=1.0 PT=22. 14 K=0. 00 5 D=2. 067 F=5.0 0.086 PF=0 . 51 V=9. 06 FT=E PE=0 . 43 C=120.00 7 QP=94.7 LT=6. 0 PT=23. 09 Pv=0. 55 8 QN=23. 6 L=8 . 0 PT=17. 75 K=5. 60 7 D=1. 049 F=0. 0 0. 178 PF=1. 42 V=8 . 76 FT=0 PE=0. 00 C=120. 00 9 QP=23. 6 LT=8..0 PT=19. 18 Pv=0. 52 9 QN=24. 5 L=1.3 PT=19. 18 K=5. 60 3 D=1. 049 F=2.0 0. 665 - PF=2 .21 V=17. 87 FT=E PE=0. 00 C=120. 00 10 QP=48 . 1 LT=3. 3 PT=21.39 Pv=2 . 15 10 QN=0.0 L=1. 0 PT=21. 39 K=0. 00 a D=1. 049 F=2. 0 0. 665 PF=2 .00 V=17. 87 FT=E PE=0 . 43 C=120. 00 11 QP=48 . 1 LT=3.0 PT=23. 82 Pv=2. 15 12 QN=22.8 L=8.0 PT=16. 53 K=5. 60 10 D=1. 049 F=0. 0 0. 166 PF=1. 33 V=8. 45 FT=0 PE=0 . 00 C=120.00 13 QP=22. 8 LT=8 . 0 PT=17. 86 Pv=0. 48 lr]VL /l V JOB NAME: Thomas G. Faria Corporation FILE: C: \fireacad\calc\0624.mdb 'IPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI • 13 QN=23. 7 L=1. 3 PT=17 . 86 K=5. 60 1 D=1.049 F=2.0 0. 623 PF=2. 07 V=17.24 FT=E PE=0.00 C=120. 00 14 QP=46. 4 LT=3. 3 PT=19. 93 Pv=2. 00 14 QN=0. 0 L=1. 0 PT=19. 93 K=0. 00 2 D=1. 049 F=5.0 0. 623 PF=3.74 V=17 . 24 FT=T PE=0. 43 C=120. 00 15 QP=46. 4 LT=6. 0 PT=24 . 10 Pv=2. 00 16 QN=23.2 L=8. 0 PT=17 . 17 K=5. 60 13 D=1. 049 F=0.0 0. 172 PF=1.38 V=8. 62 FT=0 PE=0. 00 C=120. 00 17 QP=23.2 LT=8.0 PT=18. 55 Pv=0. 50 17 QN=24. 1 L=1. 3 PT=18 . 55 K=5. 60 14 0=1. 049 F=2. 0 0. 645 PF=2. 15 V=17 . 57 FT=E PE=0. 00 C=120. 00 18 QP=47. 3 LT=3. 3 PT=20 . 70 Pv=2 . 08 18 QN=0. 0 L=1. 0 PT=20. 70 K=0. 00 15 D=1.049 F=5. 0 0. 645 PF=3. 87 V=17. 57 FT=T PE=0 . 43 C=120. 00 19 QP=47. 3 LT=6.0 PT=25. 00 Pv=2. 08 7 QN=0. 0 L=28 . 3 PT=23. 09 K=0. 00 16 0=2. 067 F=5. 0 0. 086 PF=2 . 85 V=9. 06 FT=E PE=0. 00 C=120.00 20 QP=94.7 LT=33. 3 PT=25. 94 Pv=0. 55 11 QN=0. 0 L=11.5 PT=23. 82 K=0. 00 17 D=2. 067 F=0. 0 0. 024 PF=0.28 V=4 . 60 FT=0 PE=0 . 00 C=120. 00 15 QP=48. 1 LT=11. 5 PT=24 . 10 Pv=0. 14 15 QN=0.0 L=10.5 PT=24. 10 K=0. 00 18 D=2. 067 F=0. 0 0.085 PF=0 . 90 V=9. 04 FT=0 PE=0. 00 C=120.00 19 QP=94 . 6 LT=10 . 5 PT=25.00 Pv=0. 55 19 QN=0.0 L=1. 1 PT=25. 00 K=0. 00 19 D=2. 067 F=10. 0 0. 181 PF=2 . 02 V=13. 57 FT=T PE=0 . 00 C=120. 00 21 QP=141. 9 LT=11.1 PT=27 . 02 Pv=1.24 20 QN=0. 0 L=2. 6 PT=25. 94 K=0. 00 20 0=2. 067 F=10.0 0.086 PF=1. 08 V=9. 06 FT=T PE=0 . 00 C=120. 00 21 QP=94 .7 LT=12. 5 PT=27. 02 Pv=0. 55 rrjur, ft / JOB I4AME: Thomas G. Faria Corporation FILE: C: \fireacad\calc\0624 .mdb 'IPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI 21 QN=0. 0 L=0. 6 PT=27. 02 K=0. 00 '1 D=2. 067 F=5. 0 0. 467 PF=2. 61 V=22. 63 FT=E PE=0. 00 C=120. 00 22 QP=236. 6 LT=5. 6 PT=29. 63 Pv=3. 44 22 QN=0. 0 L=1. 5 PT=29. 63 K=0. 00 '2 D=2.067 F=0. 0 0. 467 PF=0.70 V=22. 63 FT=O PE=0. 87 C=120. 00 23 QP=236. 6 LT=1.5 PT=31. 19 Pv=3.44 23 QN=0. 0 L=2. 0 PT=31. 19 K=0. 00 '3 D=2. 067 F=6. 0 0. 467 PF=3. 74 V=22. 63 FT=AB PE=0. 65 C=120. 00 24 QP=236. 6 LT=8 . 0 PT=35. 58 Pv=3. 44 24 QN=0. 0 L=262.0 PT=35. 58 K=0. 00 '4 D=6. 280 F=141. 9 0. 002 PF=0. 63 V=2 . 45 FT=LLLTTG PE=-12. 35 C=140. 00 25 QP=236. 6 LT=403. 9 PT=23. 86 Pv=0. 04 25 QN=0. 0 L=55.0 PT=23. 86 K=0. 00 '5 D=8. 390 F=104 . 4 0. 000 PF=0. 06 V=1. 37 FT=LLTG PE=0. 00 C=140. 00 26 QP=236. 6 LT=159. 4 PT=23. 92 Pv=0. 01 SPRINKLER SYSTEM ANALYSIS (IMPERIAL' CALCULATION #1 Contractor : Standard Sprinkler Corp CT Fl 00010609 NY-Suffolk 3400-RP RI 00( Company Address: 1360 Baldwin Hill Road Gales Ferry, Connecticut PAGE: 1 OF 8 DATE: 04_28.2006 JOB NAME : Thomas G. Faria Corporation ADDRESS : 385 Norwich-New London Turnpike, Uncasville, Connecticut Description: Fire Sprinkler - Bldg M4 Basement DESIGNER : TGW Authority : * CONTRACT #* REF. TO DRAWING #SP-1 �� ' �<`f�'<<,_ � �-7 HAZARD DESCRIPTION: MISC STORAGE �5 �� ,� ORDINARY HAZARD GROUP 2 os, 4� 711p14440k . f; ' s/OraRL �o`a\\\ CALCULATION CRITERIA: - a�i ,�vx�wa,axm+�,a TOTAL AREA : 1218 . 0 SQ. FT. DENSITY : 0.200 USGPM/SQ.FT. Max.AREA/SPRINKLER : 107. 0 SQ.FT. # OF SPRINKLER : 10 Min. Safety : 0 PSI SYSTEM REQUIREMENT: - Node System Hose Hydrant Total Pressure GPM GPM GPM GPM PSI 24 236. 64 0. 00 250. 00 486. 64 35. 58 SOURCE INFORMATION:- SUPPLY STATIC PRESSURE RESIDUAL PRESSURE RESIDUAL FLOW 26 80. 00 PSI 70.00 PSI 843. 0 GPM FIRE PUMP RATING: PUMP PRESSURE FLOW SPRINKLER K= 5. 60 OVERHEAD PIPE C= 120/140 UNDERGROUND C= 140 TOTAL SAFETY = 52. 46 PSI Below Supply FILE: C:\fireacad\calc\0624 .mdb 1 , . • . . . - . • . . - - - - , . . . . , C3) . . >-. • , . , . Cl) 0) • . : 2 2 . . . . ' D • ! 1:1- M o .. • cf.) •:t. • . , • N (Oco •.• . : . CA ct') • '.. . iti CNI ocs) . , (NI •_.: 't . , a.) = (13 —. •, . . cr) D3 a (I) a u) : • : Lo (% t•••• •::1-.) E 3 : „(1„.1 :.,.... ,.., LL. • . . .. . . . , v N. . . CD ....T.. :a 0 • C.,5 < . • . o ct , o- I , o) . U, • • . • . . . . , . • . , . • . - • - E' co -0cp i.. . , . - • • . . 1 : .,. . ; I I CNI Ci , . . . . . • 1 Cr) .:' . Cl) NI° 1. . 0 . - -o 0 o • o 0 0 0 0 0 CO . . . . . - . (ISd)eirlssaid : 0 O O 6 8 0 (5; ° 0 0 �t- 000 91. 0 0 0 OZ � L N / 0 N 31 O H ,e) 2Z 0 C AUL 7T 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\0624 .mdb NODE ELEVATION PRESSURE DISCHARGE WASTAGE FT. PSI GPM % 1 9. 0 14 . 60 21.4 0. 0 2 9. 0 15. 79 22.3 4 . 0 3 9. 0 20.23 25.2 17 . 7 4 9. 0 21. 13 5 9. 0 21. 38 25. 9 21 . 0 6 9. 0 22 . 14 7 8 . 0 23. 09 8 9.0 17. 75 23. 6 10 . 3 9 9. 0 19. 18 24 . 5 14 . 6 10 9. 0 21. 39 11 8 . 0 23. 82 12 9. 0 16. 53 22. 8 6. 4 13 9. 0 17. 86 23. 7 10 . 6 14 9.0 19. 93 15 8 . 0 24 . 10 16 9. 0 17 . 17 23. 2 8 . 4 17 9. 0 18 . 55 24. 1 12 . 7 18 9. 0 20. 70 19 8 . 0 25. 00 20 8 . 0 25. 94 21 8. 0 27. 02 22 8 . 0 29. 63 23 6. 0 31. 19 24 4. 5 35. 58 25 33. 0 23. 86 26 33. 0 23. 92 250. 0 HOSE taavu „ v f JOB NAME: Thomas G. Faria Corporation FILE: C: \fireacad\calc\0624.mdb ,IPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI • 13 QN=23. 7 L=1 . 3 PT=17 . 86 K=5. 60 1 D=1.049 F=2.0 0. 623 PF=2. 07 V=17 .24 FT=E PE=0.00 C=120. 00 14 QP=46. 4 LT=3. 3 PT=19. 93 Pv=2. 00 14 QN=0.0 L=1. 0 PT=19. 93 K=0. 00 L2 D=1.049 F=5.0 0. 623 PF=3. 74 V=17 . 24 FT=T. PE=0.43 C=120. 00 15 QP=46. 4 LT=6.0 PT=24. 10 Pv=2. 00 16 QN=23.2 L=8.0 PT=17 . 17 K=5. 60 L3 D=1. 049 F=0.0 0. 172 PF=1.38 V=8. 62 FT=0 PE=0. 00 C=120. 00 17 QP=23.2 LT=8.0 PT=18. 55 Pv=0. 50 17 QN=24. 1 L=1. 3 PT=18. 55 K=5. 60 L4 D=1. 049 F=2. 0 0. 645 PF=2. 15 V=17 . 57 FT=E PE=0. 00 C=120. 00 18 QP=47. 3 LT=3. 3 PT=20. 70 Pv=2. 08 18 QN=0. 0 L=1. 0 PT=20. 70 K=0. 00 L5 D=1. 049 F=5. 0 0. 645 PF=3. 87 V=17. 57 FT=T PE=0. 43 C=120. 00 19 QP=47. 3 LT=6.0 PT=25.00 Pv=2.08 7 QN=0. 0 L=28. 3 PT=23. 09 K=0. 00 16 D=2. 067 F=5. 0 0. 086 PF=2 . 85 V=9. 06 FT=E PE=0. 00 C=120. 00 20 QP=94 .7 LT=33. 3 PT=25. 94 Pv=0. 55 11 QN=0. 0 L=11. 5 PT=23. 82 K=0. 00 17 D=2.067 F=0. 0 0. 024 PF=0.28 V=4 . 60 FT=0 PE=0 . 00 C=120. 00 15 QP=48. 1 LT=11. 5 PT=24 . 10 Pv=0. 14 15 QN=0. 0 L=10. 5 PT=24 . 10 K=0. 00 18 D=2. 067 F=0. 0 0.085 PF=0. 90 V=9. 04 g:% PE=0 . 00 C=120.00 19 QP=94 . 6 . 5 PT=25. 00 Pv=0. 55 19 QN=0. 0 L=1. 1 PT=25. 00 K=0. 00 19 D=2. 067 F=10. 0 0. 181 PF=2 . 02 V=13.57 FT=T PE=0. 00 C=120. 00 21 QP=141. 9 LT=11.1 PT=27 .02 Pv=1.24 20 QN=0. 0 L=2. 6 PT=25. 94 K=0. 00 20 D=2.067 F=10.0 0. 086 PF=1. 08 V=9. 06 FT=T PE=0 . 00 C=120. 00 21 QP=94. 7 LT=12. 5 PT=27 . 02 Pv=0. 55 3OB NAME: Thomas G. Faria Corporation FILE: C: \fireacad\calc\0624 .mdb IPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI 21 QN=0. 0 L=0. 6 PT=27. 02 K=0. 00 1 D=2. 067 F=5. 0 0. 467 PF=2. 61 V=22. 63 FT=E PE=0. 00 C=120. 00 22 QP=236. 6 LT=5. 6 PT=29. 63 Pv=3. 44 22 QN=0. 0 L=1. 5 PT=29. 63 K=0. 00 2 D=2. 067 F=0. 0 0. 467 PF=0.70 V=22. 63 FT=O PE=0. 87 C=120. 00 23 QP=236. 6 LT=1.5 PT=31. 19 Pv=3. 44 23 QN=0. 0 L=2. 0 PT=31. 19 K=0. 00 '3 D=2. 067 F=6. 0 0. 467 PF=3. 74 V=22. 63 FT=AB PE=0. 65 C=120. 00 24 QP=236. 6 LT=8. 0 PT=35. 58 Pv=3. 44 24 QN=0. 0 L=262.0 PT=35. 58 K=0. 00 A D=6.280 F=141. 9 0. 002 PF=0. 63 V=2. 45 FT=LLLTTG PE=-12. 35 C=140. 00 25 QP=236. 6 LT=403. 9 PT=23. 86 Pv=0. 04 25 QN=0. 0 L=55.0 PT=23. 86 K=0. 00 '5 D=8. 390 F=104 . 4 0. 000 PF=0. 06 V=1. 37 FT=LLTG PE=0. 00 C=140. 00 26 QP=236. 6 LT=159. 4 PT=23. 92 Pv=0. 01 In Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CONSTRUCTION PERMIT APPROVAL_, 1 ' ' A-KJ Pf Pr perty Address Job Des iption The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Department Permit Issuance Approval Approval Tax Collector Signature/ date Comments: WPCA, Administrative ---\/".\(\ L �;r?at,�,�ei r�at� Comments: ❑ WPCA, Operations Signature/ date Comments: [ Planning &Zoning Comments: ❑ Health Department cinie Comments: ❑ Department of Public Works Comments: ❑ State Dept. of Transportation / /Signature/ date Comments: '4%Fire Marshal Signature/ date Comments: RgviseeAugust 5,2005 Town of Montville Building Department Plan Review Form Date: MAY /9/ a-aa 6 Job Address: H Z Pi/-'k R 0(,1 Job Description: sI3LJ JJtr 1-1311L /yd5ip-/c A77ofJi 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 S 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 corm.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 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 R106.1.1 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(PJ for Montville is 30 psf No plans submitted or insufficient information MCE Spectral accelerations for Montville are; Plans do not match the building plans 6 S,=0.255 r Si=0.078 Finish floor elevation not indicated 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 No plans submitted or insufficient information section R106.1.3 Dimensions required Private sewage disposal system to be identified along with all technical and soil Wall thickness not identified data as per section R106.2.1 Footing size not identified Grading is to slope away from the building,provide more detailed information 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 Pier type,size and anchor details not provided or insufficient stamped 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 Rcviretf(e8ruary 23,2006