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3401 St Johns Pkwy 08-2151
(/") L� CITY OF SANFORD PERMIT APPLICATION Application # : V� ✓ Submittal Date: -111,10S Job Address: 3401 S+ jdhJS T4rkwQSj Value of Work: S �� ass ParcelrD: C - tq-3o-SAt -C3104-0000 Zoning: Historic District: •rc� ;ZklcC SuS-k► -t tw1 y thFJ_ Description of Work: ��"t'n�l f- S� � � �quare Footage: ,ARpt+p x 4. t:><.>D ......................................................................................... ............................... Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler /Alarm A Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non - Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial'A Occupancy Use Group(s): Construction Type: # of Stories: 1— # of Dwelling Units: Flood Zone: (FEMA form required ) ...........I ..... ....................................................................... ............................... Property Owner: OSGS &L14f'fCOZ,- t)ArOel LX Contractor: _ Wiginton Fire Systems Address: 110 1 C St SLZ Address: 699 Aero Lane ai1Ju74crQue, NM Fotod Sanford, FL 32771 Phone: E -mail: Phone: 407- 585_3252 State License Number: 65746100062001 Bonding Company: Mortgage Lender: Address: Address: Architect/Engineer: Phone: Address: Fax: Plan Review Contact Person: Phone: Fax: E -mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremen lori :�XU.lawS 1 �It�lo$ Signature of Owner /Agent Date Sigrfat6re of Contras r /Ag nt Date Michael A. McKeever Print Owner /Agent's Name Signature of Notary-State of Florida Date Owner /Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 0212007 UTIL: FD: 11) Print Contras /Agent's ante Signature of Notary-State of Florida Date DEBRA D. BROWN Notary Publics State of Florida Contractor /Agent is V Personally Known t4Q9 � " ". N0. DO 3BB953 Produced ID ENG: BLDG: ©O/ CITY OF SANFORD FIRE DEPARTMENT FEES FOR,SERVICES PHONE # 407 - 302 -1091 * FAX #: 407 - 330 -5677 DATE: -7/t11,5% BUSINESS NAME / PROJECT: ADDRESS: 34 0 1 ST ,a y� ^ % PHONE NO.: FAX NO.: PERMIT #: CONST. INSP. [ ] C / 0 INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] F. S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ j TENT PERMIT [ ] TANK PERMIT [ ] OTHER [ ] TOTAL FEES: $ 7S •�� COMMENTS: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13, 14. 15. 16. 17. 18. 19. 20. (PER UNIT SEE BELOW) Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 32771 Phone # -407- 330 -5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. 1 certify that the above is true and correct and that 1 will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanfor., ire Pre ention Division Applicant's Signature Job Number: 2070545 Report Description: Other Job Numb.! D-4n Enpin 2070545 Job N.m. Sud. C brc d.,JU . Numbs Roses Southeast Papers Addr.0 , 3401 St. Johns Parkway AW City of Sanford Addy 2 Job SM. city tilt. Zip Cod. D ft N- Sanford FL 32771 vr5 layout 7- 8-08.cad Mo.l D.m.'*V sp kodw D.l O —P•noy 11.2 K- Factor 56.25 at 25.224 Other NOM A$— At Sown D.nstty 0.750gpm /ft2 AIM oI Apptk.t 2500.00ft2 (Actual 2550.00ft2) 500.00 Addkkn.l Nos. SuppH- Numbr Of Spdnid— C.kWN.d C—g. Pr Spdntl.r Node Flow m 34 MOM Told Ff... SU- 500.00 Sy.t.m M W.t.r R q k.d (hdudkp Hot. AD—) 2022.14 2522.14 Mndrr.en Prnsur. Unb.I.— In Loops -0.000 Mcdmom vNodly Abo- G_"d 22.46 between nodes 32 and 60 Mndmum velocity und« Ground voku ap.dty of Wet Pip.. Vol— ap.dty of Dry PIM 1920.88gal Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node m si si m (psi) m (psi) (psi) 1 500.00 66.000 50.000 1190.00 1.786 2522.14 0.000 8.926 22 Pump 108.000 90.000 2000.00 68.795 2022.14 59.869 8.926 ,v rn 0), C)Cj 2, M C7 k Ln . CO C\� c� c� LL] li < ZD U� `� ►-- m � J r 10 LIJ LIJ Q C1 CO � 00 (Pumps: Static =Chum, Reniduel@Flow = Rating) CaN.dor Numbr Canted N.m. Cor"d TMI. Conb.dor N.m. Ph— Eat.ntbn Addr.ss , FAX Add—2 E 11 G7 Stl Lp Cod. © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 07/09/2008 2:50:08PM Page 1 Job Number. 2070545 Report Description: Other Device Actual Flow m Minimum Flow m K- Factor K Pressure I Density m ft2 Sprinkler 125 62.12 56.25 11.2 30.758 0.828gpmtft2 Sprinkler 127 62.16 56.25 11.2 30.798 0.829gpmtftl Sprinkler 129 62.30 56.25 11.2 30.941 0.831 m/ft2 Sprinkler 131 62.60 56.25 11.2 31.244 0.835 m/ft' Sprinkler 133 63.75 56.25 11.2 32.395 0.850 m/ft' Sprinkler 126 62.06 56.25 11.2 30.701 0.827 m/ft' Sprinkler 128 62.10 56.25 11.2 30.741 0.828 m/ft' Sprinkler 130 62.24 56.25 11.2 30.885 0.83 m/ft' Sprinkler 132 62.55 56.25 11.2 31.189 0.8 m/ft' Sprinkler 134 63.70 56.25 11.2 32.343 0.849 m/ft' Sprinkler 105 59.44 56.25 11.2 28.162 0.792gpmtftl Sprinkler 110 59.47 56.25 11.2 28.199 0.793gpmtftl Sprinkler 115 59.62 56.25 11.2 28.332 0.795 m/ft' Sprinkler 120 59.91 56.25 11.2 28.613 0.799 m/ft' Sprinkler 124 62.07 56.25 11.2 30.718 0.828 m/ft' Sprinkler 104 58.00 56.25 11.2 26.814 0.773 m/ft' Sprinkler 109 58.03 56.25 11.2 26.850 0.774 m /ft' Sprinkler 114 58.17 56.25 11.2 26.978 0.77 m/ft' Sprinkler 119 58.46 56.25 11.2 27.248 0.780 m/ft' Sprinkler 123 61.11 56.25 11.2 29.773 0.815gpmtft ' Sprinkler 103 57.07 56.25 11.2 25.963 0.761 m/ft' Sprinkler 108 57.11 56.25 11.2 25.997 0.761 m/ft' Sprinkler 113 57.24 56.25 11.2 26.122 0.763gpmtftl Sprinkler 118 57.53 56.25 11.2 26.386 0.767 m /ft' Sprinkler 122 60.57 56.25 11.2 29.243 0.808 m/ft' Sprinkler 102 56.53 56.25 11.2 25.477 0.754 m/ft' Sprinkler 107 56.57 56.25 11.2 25.511 0.754gp m/ft' Sprinkler 112 56.71 56.25 11.2 25.634 0.756 m/ft' Sprinkler 117 56.99 56.25 11.2 25.895 0.760gpMfft2 Sprinkler 121 60.29 56.25 11.2 28.978 0.804gpMtft2 b Sprinkler 101 56.25 56.25 11.2 25.224 0.75 m/ft' S rinkler 106 56.29 56.25 11.2 25.258 0.751 m/ft' Sprinkler 111 56.43 56.25 11.2 25.381 0.752 m/ft' Sprinkler 116 56.71 56.25 11.2 25.641 0.756 m/ft' r* Most Demanding Sprinkler Data & m M.E.P.CAD, Inc. 0 AutoSPRINK® VR5 v5.1.32 07/09/2008 2:50:13PM Page 2 El Job Number. 2070545 Report Description: Other Node Elevation Foot Fittin s Pressure sl Dlschar e m TT -57 6 4-1 E(25'-9) - 22.308 8 4-1 EE 11'-0 - 25.758 15 V -11 E 18'-0 58.957 21 1' -11 59.869 22 V -11 P2(-89.420) 59.869 23 1' -11 P1 - 29.551 24 1' -11 - 29.551 32 22' -7 46.046 46 24'-4% 2fr 14' -10 31.520 47 24'-4% 2fr 14' -10 31.562 48 24'-4% 2fr 14' -10 31.710 49 24'-4% 2fT 14' -10 32.022 50 24'-4% 2fT 14' -10 33.210 53 21' -8 PO 20' -2 35.911 54 21' -8 PO 20' -2 35.956 55 21'-8 PO 20' -2 36.118 56 21' -8 PO 20' -2 36.461 57 21'-8 PO 20' -2 37.048 60 21'-8 fE 12' -7 40.092 1 4-1 S -7.140 2022.14 125 23' -814 S r - 30.758 PO 4'-0 C 4'-0 30.758 62.12 127 23' -8'/ S r - 30.798 PO 4'-0 , C 4'-0 30.798 62.16 129 23' -8'/ S r - 30.941 PO 4'-0 C 4'-0 30.941 62.30 131 23' -8% S - 31.244 PO 4'-0 , C 4'-0 31.244 62.60 133 23'-8% S r - 32.395 PO 4'-0 , C 4'-0 32.395 63.75 126 24' -1 S r - 30.701 PO 4'-0 C 4'-0 30.701 62.06 128 24' -1 S r - 30.741 PO 4'-0 C 4'-0 30.741 62.10 130 24' -1 S - 30.885 PO 4'-0 C 4'-0 30.885 62.24 132 24' -1 S r - 31.189 PO 4'-0 C 4' -0 31.189 62.55 134 24' -1 S r - 32.343 PO 4' -0 C 4'-0 32.343 63.70 105 24' -5% S r - 28.162 , PO 4'-0 C 4'-0 28.162 59.44 110 24' -5% S - 28.199 PO 4'-0 , C 4'-0 28.199 59.47 115 24' -5% S r - 28.332 PO 4'-0 C 4' -0 28.332 59.62 120 24' -5'/ S r - 28.613 PO 4'-0 C 4'-0 28.613 59.91 124 24' -5% S - 30.718 PO 4'-0 C 4'-0 30.718 62.07 104 24' -10 S r - 26.814 PO 4'-0 , C 4'-0 26.814 58.00 109 24' -10 S r - 26.850 PO 4'-0 C 4'-0 26.850 58.03 114 24' -10 S - 26.978 PO 4'-0 , C 4'-0 26.978 58.17 119 24' -10 S r - 27.248 PO 4'-0 C 4'-0 27.248 58.46 123 24' -10 S r - 29.773 PO 4'-0 C 4' -0 29.773 61.11 103 25' -2% S r - 25.963 PO 4' -0 C 4' -0 25.963 57.07 108 25' -2% S - 25.997 PO 4'-0 C 4' -0 25.997 57.11 113 25' -2% S - 26.122 , PO 4'-0 , C 4'-0 26.122 57.24 118 25' -2% S - 26.386 , PO 4' -0 C 4'-0 26.386 57.53 122 25' -2% S r - 29.243 PO 4'-0 C 4'-0 29.243 60.57 102 25' -7 S r - 25.477 , PO 4'-0 , C 4' -0 25.477 56.53 107 25' -7 S r - 25.511 PO 4'-0 C 4'-0 25.511 56.57 112 25' -7 S r - 25.634 PO 4'-0 C 4' -0 25.634 56.71 117 25' -7 S r - 25.895 , PO 4'-0 C 4' -0 25.895 56.99 121 25' -7 S r - 28.978 , PO 4'-0 , C 4' -0 28.978 60.29 101 1 25'-11% S r - 25.224 25.224 56.25 106 25' -11 % I S r - 25.258 25.258 56.29 111 25' -11 % S r - 25.381 25.381 56.43 116 25' -11 % S r - 25.641 25.641 56.71 & 0 M.E.P.CAD, Inc. P19 AutoSPRINKO VR5 v5.1.32 07/09/2008 2:50:14PM Page 3 I-.,. Job Number. 2070545 Report Description: Other Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K- Factor Pt Pin Fittings Eq. Length Total Length Summary v••••• Route 1 ••••• BL 2.6350 Q =56.25 3.31 C =120 0.009935 8' -11'/ Pf 0.089 101 102 25' -11'/: 25' -7 q =56.25 K =11.2 25.224 25.477 Spr(- 25.224) 8' -11'/ Pe Pv 0.164 BL 2.6350 Q= 112.78 6.64 C =120 0.035982 8'-11 'A Pf 0.322 102 103 25' -7 25' -2% q =56.53 K =11.2 25.477 25.963 Spr(- 25.477) 8' -11'/ Pe Pv 0.164 BL 2.6350 Q= 169.85 9.99 C =120 0.076748 8' -11'/ Pf 0.687 103 104 25' -2% 24' -10 q =57.07 K =11.2 25.963 26.814 Spr(- 25.963) 8' -11 % Pe Pv 0.164 BL 2.6350 Q= 227.85 13.41 C =120 0.132156 8' -11' Pf 1.184 104 105 24' -10 24' -5% q =58.00 K =11.2 26.814 28.162 Spr(- 26.814) 8' -11'/ Pe Pv 0.164 BL 2.6350 Q= 287.28 16.90 C =120 0.202918 1'- Pf 3.330 105 46 24' -5'/: 24'-4% q =59.44 K =11.2 28.162 31.520 Spr(- 28.162) fT 14' -10 14' -1 16'- Pe Pv 0.029 RN 3.2600 Q= 411.45 15.82 C =120 0.139887 2'- Pf 3.203 46 53 24'-4% 21'-8 31.520 35.911 PO 20' -2 20'- 22' -11 Pe Pv 1.187 CM 6.3570 Q= 411.45 4.16 C =120 0.005411 8' -3' Pf 0.045 53 54 21'-8 21'-8 35.911 35.956 8' -31 Pe Pv CM 6.3570 Q= 823.18 8.32 C =120 0.019520 8' -3' Pf 0.162 54 55 21' -8 21'-8 35.956 36.118 8' -31 Pe Pv CM 6.3570 Q= 1235.88 12.49 C=120 0.041397 8'-3 Pf 0.342 55 56 21' -8 21' -8 36.118 36.461 8'-3 Pe Pv CM 6.3570 Q= 1650.65 16.69 C =120 0.070709 8'-31A Pf 0.588 56 57 21' -8 21'-8 36.461 37.048 8' -3'/ Pe Pv CM 6.3570 Q= 2022.14 20.44 C =120 0.102935 17' Pf 3.044 57 60 21' -8 21'-8 37.048 40.092 fE 12' -7 12'- 29'- Pe Pv 0.000 FM 6.0650 Q= 2022.14 22.46 C =120 0.129424 24' -1'/ Pf 6.357 60 32 21'-8 22' -7 40.092 46.046 tT 25'-0 25'- 49'-1 A Pe -0.403 Pv FR 7.9810 Q= 2022.14 12.97 C =120 0.033992 44'- Pf 3.952 32 15 22' -7 1' -11 46.046 58.957 4E 18'-0 72'- 116' - Pe Pv 8.960 FR 10.0200 Q= 2022.14 8.23 C =120 0.011225 7' -21 Pf 0.912 15 21 1' -11 1' -11 58.957 59.869 BV 19'-0 , CV 55' -0 74' 81' -21 Pe Pv DY 7.9810 Q= 2022.14 12.97 C =120 0.033992 0'- Pf 0.000 21 22 1' -11 1' -11 59.869 59.869 0' Pe Pv Pump Flow Velocity Pressure 22 23 Q= 2022.14 Q= 2022.14 12.97 12.97 59.869 - 29.551 Rating: 90.000 @ 2000.00 Chum Pressure: 108.000 DY 7.9810 Q= 2022.14 12.97 C =120 0.033992 0' Pf 0.000 23 24 1' -11 1' -11 - 29.551 - 29.551 0' Pe Pv MS 10.0200 Q= 2022.14 8.23 C =120 0.011225 181- Pf 1.190 24 8 1' -11 4-1 - 29.551 - 25.758 GV(5' -0), T(50' -0), E(22' -0), EE 11'-0 88'- 1061 Pe 2.603 Pv MS 9.5100 Q= 2022.14 9.13 C =150 0.00958 308'-7 Pf 3.450 8 6 4-1 4-1 - 25.758 - 22.308 2E(25'-9) 51' 360' -1 Pe -0.000 Pv MS 10.0200 Q= 2022.14 8.23 C =120 0.011225 12' Pf 14.741 6 3 4-1 4-1 - 22.308 -7.571 2LtE 16'-0 , BFP - 14.000 , E(2 54' ' -0 ) 66' Pe -0.004 Pv MS 9.5100 Q= 2022.14 9.13 C =150 0.009580 45' Pf 0.431 3 1 4-1 4-1 -7.571 -7.140 S 45'-C Pe -0.000 Pv 4io••••• Route 2••••• BL 2.6350 Q =56.29 3.31 C =120 0.009948 8' -11'/ Pf 0.089 106 107 25' -11% 25' -7 q =56.29 K =11.2 25.258 25.511 Spr(- 25.258) 8' -11 % Pe Pv 0.164 BL 2.6350 Q= 112.86 6.64 C =120 0.036027 8' -11'/ Pf 0.323 107 108 25' -7 25' -2% q =56.57 K =11.2 25.511 25.997 Spr(- 25.511) 8' -11'/ Pe Pv 0.164 & 0 M.E.P.CAD, Inc. fl9AutoSPRINK® VR5 v5.1.32 07/09/2008 2:50:15PM Page 4 E-1 Job Number: 2070545 Report Description: Other Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Total Length_ Summary BL 2.6350 Q= 169.96 10.00 C =120 0.076844 8' -11'/ Pf 0.688 108 109 25' -2'/2 24' -10 q =57.11 K =11.2 25.997 26.850 Spr(- 25.997) 81-11 'A Pe Pv 0.164 BL 2.6350 Q= 228.00 13.41 C =120 0.132320 8' -11'/ Pf 1.185 109 110 24' -10 24' -5'h q =58.03 K =11.2 26.850 28.199 Spr(- 26.850) 8' -11'/ Pe Pv 0.164 BL 2.6350 Q= 287.47 16.91 C =120 0.203168 1'- Pf 3.334 110 47 24' -5'h 24' -4'/2 q =59.47 K =11.2 28.199 31.562 Spr(- 28.199) fT 14' -10 14 -1 16'- Pe Pv 0.029 RN 3.2600 Q= 411.73 15.83 C =120 0.140058 2'- Pf 3.207 47 54 24' -4' /z 21' -8 31.562 35.956 PO 20' -2 20'- 22' -11 Pe Pv 1.187 eo ••••• Route 3••••• BL 2.6350 Q =56.43 3.32 C =120 0.009993 8' -11'/ Pf 0.089 111 112 25' -11' /z 25' -7 q =56.43 K =11.2 25.381 25.634 Spr(- 25.381) 8' -11'/ Pe Pv 0.164 BL 2.6350 Q= 113.13 6.66 C =120 0.036189 8' -11'/ Pf 0.324 112 113 25' -7 25' -2' /z q =56.71 K =11.2 25.634 26.122 Spr(- 25.634) 8' -11 % Pe Pv 0.164 BL 2.6350 Q= 170.37 10.02 C =120 0.077188 8' -11'0 Pf 0.691 113 114 25' -2'h 24' -10 q =57.24 K =11.2 26.122 26.978 Spr(- 26.122) 8' -11'/ Pe Pv 0.164 BL 2.6350 Q= 228.55 13.45 C =120 0.132910 8' -11'/ Pf 1.190 114 115 24' -10 24' -5'/2 q =58.17 K =11.2 26.978 28.332 Spr(- 26.978) 8' -11'/ Pe Pv 0.164 BL 2.6350 Q= 288.16 16.95 C =120 0.204070 1'- Pf 3.349 115 48 24' -5'/2 24' -4'/2 q =59.62 K =11.2 28.332 31.710 Spr(- 28.332) fT (14' -10) 14' -1 16'- Pe Pv 0.029 RN 3.2600 Q= 412.71 15.86 C=l 20 0.140675 2'-9 Pf 3.221 48 55 24'-4Y 21'-8 31.710 36.118 PO(20' -2 ) 20'-2 22' -11 Pe Pv 1.187 ew ••••• Route 4••••• BL 2.6350 Q =56.71 3.34 C =120 0.010087 8' -11'/ Pf 0.090 116 117 25' -11'/2 25' -7 q =56.71 K =11.2 25.641 25.895 Spr(- 25.641) 8' -11'/ Pe Pv 0.164 BL 2.6350 Q= 113.71 6.69 C =120 0.036530 8' -11' Pf 0.327 117 118 25' -7 25' -2%2 q =56.99 K =11.2 25.895 26.386 Spr(- 25.895) 8' -11'/ Pe Pv 0.164 BL 2.6350 Q= 171.24 10.07 C =120 0.077913 8' -11'/ Pf 0.698 118 119 25' -2'/ 24' -10 q =57.53 K =11.2 26.386 27.248 Spr(- 26.386) 8' -11' Pe Pv 0.164 BL 2.6350 Q= 229.70 13.51 C =120 0.134154 8' -11'/ Pf 1.202 119 120 24' -10 24' -5'/2 q =58.46 K =11.2 27.248 28.613 Spr(- 27.248) 8' -11 % Pe Pv 0.164 BL 2.6350 Q= 289.61 17.04 C =120 0.205974 1 ' -7 Pf 3.380 120 49 24' -5'/2 24' -4'/2 q =59.91 K =11.2 28.613 32.022 Spr(- 28.613) fT 14' -10 14'-10 W-5 Pe Pv 0.029 RN 3.2600 Q= 414.76 15.94 C =120 0.141976 2'-9 Pf 3.251 49 56 24' -4' /z 21' -8 32.022 36.461 PO 20' -2 20'-2 22'-11 Pe Pv 1.187 v••••• Route 5••••• BL 2.6350 Q =60.29 3.55 C =120 0.011296 8' -11'/ Pf 0.101 121 122 25' -7 25' -2'/2 q =60.29 K =11.2 28.978 29.243 Spr(- 28.978) 8' -11'/ Pe Pv 0.164 BL 2.6350 Q= 120.86 7.11 C =120 0.040894 8' -11'/ Pf 0.366 122 123 25' -2'/2 24' -10 q =60.57 K =11.2 29.243 29.773 Spr(- 29.243) 8' -11'/ Pe Pv 0.164 BL 2.6350 Q= 181.97 10.71 C =120 0.087187 8' -11'/ Pf 0.781 123 124 24' -10 24' -5'/2 q =61.11 K =11.2 29.773 30.718 Spr(- 29.773) 8' -11' Pe Pv 0.164 BL 2.6350 Q= 244.04 14.36 C =120 0.150062 V- Pf 2.463 124 50 24' -5'/2 24' -4'/2 q =62.07 K =11.2 30.718 33.210 Spr(- 30.718) fT(14' -10) 14' -1 16'- Pe Pv 0.029 RN 3.2600 Q= 371.49 14.28 C =120 0.11579 2'-9 Pf 2.652 50 57 24' -4'h 21'-8 33.210 37.048 PO 20' -2 20'-2 22' -11 Pe Pv 1.187 ea••••• Route 6••••• BL 2.6350 Q= 124.17 7.31 C =120 0.042993 7'-4'/ Pf 0.954 126 46 24' -1 24' -4'/2 q =62.06 K =11.2 30.701 31.520 Spr(- 30.701) fT(14' -10 ) 14' -1 22' -21 Pe -0.135 Pv v..... oute7••••• A& © M.E.P.CAD, Inc. ill AutoSPRINKO VR5 v5.1.32 07109/2008 2:50:15PM Page 5 & 0 M.E.P.CAD, Inc. 11 AutoSPRINK® VR5 v5.1.32 07/09/2008 2:50:15PM Page 6 Job Number. 2070545 Report Description: Other Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K- Factor Pt Pn Fittings Eq. Length Total Len th Summary BL 2.6350 Q= 124.25 7.31 C =120 0.043 45 7'-4'/ Pf 0.956 128 47 24' -1 24' -4'/2 q =62.10 K =11.2 30.741 31.562 Spr(- 30.741) fT(14' -10 ) 14' -1 22' -2'/ Pe -0.135 Pv ••••• Route 8••••• -Go BL 2.6350 Q =62.12 3.65 =120 0.011936 8' -11 Y21 Pf 0.107 125 126 23' -8% 24' -1 q =62.12 K =11.2 30.758 30.701 Spr(- 30.758) 8' -11'/ Pe -0.164 Pv Q& ••••• Route 9••••• BL 2.6350 Q =62.16 3.66 C =120 0.011950 8' -11'/ Pf 0.107 127 128 23' -8'/: 24' -1 q =62.16 K =11.2 30.798 30.741 Spr(- 30.798) 8' -11'/ Pe -0.164 Pv w••••• Route 10••••• BL 2.6350 Q= 124.54 7.33 C =120 0.043231 7'-4'/ Pf 0.960 130 48 24' -1 24' -4' /z q =62.24 K =11.2 30.885 31.710 Spr(- 30.885) fT 14' -10 14' -1 22' -2% Pe -0.135 Pv v••••• Route 11••••• BL 2.6350 Q =62.30 3.67 C =120 0.012002 8' -11'/ Pf 0.107 129 130 23' -8'/ 24' -1 q =62.30 K =11.2 30.941 30.885 Spr(- 30.941) 8' -11' Pe -0.164 Pv o••••• Route 12••••• BL 2.6350 Q= 125.15 7.36 C =120 0.043623 7'-4'/ Pf 0.968 132 49 24' -1 24' -4'/ q =62.55 K =11.2 31.189 32.022 Spr(- 31.189) fT 14' -10 14' -1 22' -2'/ Pe -0.135 Pv Qo ••••• Route 13••••• BL 2.6350 0=62.60 3.68 C =120 0.012111 8' -11'/ Pf 0.108 131 132 23' -8'h 24' -1 q =62.60 K =11.2 31.244 31.189 Spr(- 31.244) 8' -11'/ Pe -0.164 Pv Go ••••• Route 14••••• BL 2.6350 Q= 127.44 7.50 C =120 0.045111 7' 4'/ Pf 1.001 134 50 24' -1 24'-4% q =63.70 K =11.2 32.343 33.210 Spr(- 32.343) fT(14' -10) 14'-1 22' -2% Pe -0.135 Pv o•••• -Route 15••••• BL 2.6350 Q =63.75 3.75 C =120 0.012523 8' -11'/ Pf 0.112 133 134 23' -8'/ 24' -1 q =63.75 K =11.2 32.395 32.343 Spr(- 32.395) 8' -11'/ Pe -0.164 Pv ( Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 ) = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 & 0 M.E.P.CAD, Inc. 11 AutoSPRINK® VR5 v5.1.32 07/09/2008 2:50:15PM Page 6 NOR Job Number. 2070545 lye® rteport uescnplion: umer Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary I1 aetmnm Total Length AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BFP Valve DR Drop Velocity fps Baokflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen- Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11 %* Elbow Ee2 221/2° Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & 0 M.E.P.CAD, Inc. 01 AutoSPRINK® VR5 v5.1.32 07/09/2008 2:50:15PM Page 7 Tjr!C f Job Number: 2070545 Report Description: Other Supply at Node 1 100 90 80 .70 -Static Pressure 66.000 60 f2 1190.00 0 50.000 50— a 40 30 20 10 0 03W 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow, gpm Hydraulic Gmph Supply at Node 1 st.t,<P<aaur. 66.000 Ra Wual P—"* 1190.00 @ 50.000 AwliabN Praaur.Tk- d Tat 1.786 @ 2522.14 Sy D—nd M2.14 @ 0.000 ny H— Allo) Systam 0—M (Indudl wanu 2522.14 @ 0.000 (�, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 07/09/2008 2:50:17PM Page 8 t Job Number: 2070545 Report Descriotion: Other Pump at Node 22 200 180 -Combined Static Pressures 160 140 120 ump Chum Pressure 108.000 CL 100 a` 80 supply `Pump and Supply 60 22.14 59.869 40 System demand curve 20 0 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm Hyd-1. C-0 Chum Prusura Pump at Node 22 108.000 Stack P—ra Ststk • Chum P—sure 66.000 174.000 Ruldud N.... 1190.00 @ 50.000 Avaflabla Prusu,.Tlms of Tut 68.795 @ 2522.14 Syd— D—d 2022.14 @ 59.869 SyV— Demand (Mdudinp Hus A)I- -) 2022.14 @ 59.869 & © M.E.P.CAD, Inc. Na AutoSPRINKO VR5 v5.1.32 07/09/2008 2:50:17PM Page 9 tLICO Fire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Series ELO -231 B — 11.2 K- factor Upright and Pendent Sprinklers Standard Response, Standard Coverage General Description The 11.2 K- factor, Series ELO -231 B, Standard Response, Standard Cover- age, Upright and Pendent Sprinklers (Ref. Figure 1) are automatic sprin- klers of the frangible bulb type. They are "standard response - spray sprin- klers" that produce a hemispherical water distribution pattern below the deflector. The 11.2 K- factor, ELO -231 B Sprin- klers were subjected to full scale, high - piled storage, fire tests to qualify their use in lieu of 5.6 or 8.0 K- factor stand- ard spray sprinklers for the protection of high -piled storage. Higher flow rates can be achieved at much lower pressures with the 11.2 K- factor, ELO -231 B Sprinklers — making their use highly advantageous in high density applications, such as the protection of high -piled storage. Wax or lead coatings can be used to extend the life of the copper alloy com- ponents used in Series ELO -231 B sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmospheres. Although wax, lead, and polyester coated sprin- klers have passed the standard corro- sion tests of the applicable approval agencies, the testing is not repre- IMPORTANT Always refer. to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 sentative of all possible corrosive at- mospheres. Consequently, it is recom- mended that the end user be consulted with respect to the suitability of these corrosion resistant coatings for any given corrosive environment. The ef- fects of ambient temperature, concen- tration of chemicals, and gas /chemical velocity, should be considered, as a minimum, along with the corrosive na- ture of the chemical to which the sprin- klers will be exposed. An upright intermediate level version of the Series ELO -231 B Sprinklers for in -rack applications can be obtained by utilizing the Series ELO -2318 Up- right Sprinkler with the WSG -2 Guard 8 Shield, and a pendent intermediate level version of the Series ELO -231 B Sprinklers can be obtained by utiliz- ing the Series ELO -231 B Pendent Sprinkler with the WS -2 Shield. If there is a possibility of the pendent interme- diate level version being exposed to mechanical damage, a G -2 Guard can be added. WARNINGS The 11.2 K- factor, Series ELO -2318 Upright and Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or manufac- turer should be contacted with any questions. Installation of Series ELO -2318 Pen- dent Sprinklers in recessed escutch- eons will void all sprinkler warranties, as well as possibly void the sprinkler's Approvals and /or Listings. MARCH, 2007 IT iI. E bi :1 TFP342 Page 2 of 6 NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL Listed). 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL Listed). 3. Approved by Factory Mutual Research Corporation (FM Approved). 4. Approved by the City of New York under MEA 291 -04 -E. (a). FM Approved for a maximum ceiling temperature of 150 °F /66 °C. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 11.2 K- FACTOR SERIES ELO -231B UPRIGHT AND PENDENT SPRINKLERS (Refer to the Design Criteria Section) Model /Sprinkler Identification Numbers TY5151 - Upright 11.2K, 314 "NPT TY5251 - Pendent 11.2K, 3/4 "NPT TY5851 - Upright 11.2K, 1/2 "NPT TY5151 is a redesignation for C5151. TY5251 is a redesignation for C5251, G1871, and S2531. TY5851 is a redesignation for C5851. Technical Data Approvals UL and C -UL Listed. FM and NYC Ap- proved. (Refer to Table A for complete approval information including corro- sion resistant status. The approvals apply to the service conditions indi- cated in the Design Criteria section.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 11.2 GPM /psil /2 (161,4 LPM /bars /2) Temperature Ratings Refer to Table A Finishes Refer to Table A Physical Characteristics Frame . . . .. ... . .. . . SPRINKLER FINISH TYPE TEMPERATURE BULB LIQUID NATURAL BRASS CHROME PLATED LEAD COATED WAX COATED WAX OVER LEAD UPRIGHT (TY5151 TY5851) 155 °F /68 °C Red 1,2,3,4 3 200 °F /93 °C Green 286 °F /141 °C Blue 3 3tal PENDENT (TY5251 155 °F /68 °C Red 1, 2, 3, 4 3 200 °F /93 °C Green 286 °F /141 °C Blue 3 3(a) NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL Listed). 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL Listed). 3. Approved by Factory Mutual Research Corporation (FM Approved). 4. Approved by the City of New York under MEA 291 -04 -E. (a). FM Approved for a maximum ceiling temperature of 150 °F /66 °C. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 11.2 K- FACTOR SERIES ELO -231B UPRIGHT AND PENDENT SPRINKLERS (Refer to the Design Criteria Section) Model /Sprinkler Identification Numbers TY5151 - Upright 11.2K, 314 "NPT TY5251 - Pendent 11.2K, 3/4 "NPT TY5851 - Upright 11.2K, 1/2 "NPT TY5151 is a redesignation for C5151. TY5251 is a redesignation for C5251, G1871, and S2531. TY5851 is a redesignation for C5851. Technical Data Approvals UL and C -UL Listed. FM and NYC Ap- proved. (Refer to Table A for complete approval information including corro- sion resistant status. The approvals apply to the service conditions indi- cated in the Design Criteria section.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 11.2 GPM /psil /2 (161,4 LPM /bars /2) Temperature Ratings Refer to Table A Finishes Refer to Table A Physical Characteristics Frame . . . .. ... . .. . . Bronze Cap . . . . .. .. ... . .. Bronze Sealing Assembly . . . Beryllium Nickel w /Teflont Bulb (5 mm dia.) . ... . . . Glass Compression Screw ... . . Bronze Deflector . . . . . ... .. .. Bronze t Registered trademark of DuPont. TFP342 Design Criteria UL and C -UL Listing Requirements The 11.2 K- factor, Model ELO -231 B (TY5151, TY5251 & TY5851) Sprin- klers are to be installed in accordance with NFPA 13 standard sprinkler posi- tion and area /density flow calculation requirements for light, ordinary, or ex- tra hazard occupancies, as well as high piled storage occupancies (solid piled, palletized, rack storage, bin box, and shelf storage including but not lim- ited to Class I -IV and Group A plastics) with a minimum residual (flowing) pressure of 7 psi (0,5 bar) for wet or dry pipe systems. FM Approval Requirements The 11.2 K- factor, Model ELO -231 B (TY5151, TY5251 & TY5851) Sprin- klers are to be installed in accordance with the applicable "control mode den- sity /area" guidelines provided by Fac- tory Mutual. (FM guidelines may differ from UL and C -UL Listing criteria.) TFP342 ' Temperature rating is indicated on deflector. Pipe thread connections per ISO 7/1 can be provided on 1/2" (12,7 mm) special request. NOMINAL MAKE -IN UPRIGHT TY5851 I , UPRIGHT PENDENT TY5151 TY5251 Page 3 of 6 1 Components: 2 1 - Frame 2 - Seal 3 Assembly 3 - Cap 4 4 - Bulb 5 - Compression 5 Screw 6 - Deflector 6 i CROSS SECTION FIGURE 1 11.2 K- FACTOR SERIES ELO -2316 UPRIGHT - 314" NPT (TY5151), UPRIGHT - 112" NPT (TY5851), AND PENDENT - 314" NPT (TY5251) SPRINKLERS Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Installation The Series ELO -231 B Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1116 inch (1,6 mm) for the 155 °F /68 °C to 3132 inch (2,4 mm) for the 286 °F /141 °C temperature ratings. A leak tight 314 inch NPT sprinklerjoint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- mum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 314 NPT connections. A leak tight 112 inch NPT sprinkler joint should be ob- tained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maximum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 112 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make -up for insuffi- cient adjustment in the escutcheon plate by under- or over - tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series ELO -2318 Upright and Pendent Sprinklers must be installed in accordance with the following in- structions. Step 1. Pendent sprinklers are to be "FITTING SIDE" TOWARDS SPRINKLER FITTING / WRENCH RECESS (END "A ") FIGURE 2 W -TYPE 3 SPRINKLER WRENCH installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 3 Sprinkler Wrench (Ref. Figure 2), except that an 8 or 10 inch adjustable Crescent wrench is to be used for wax coated sprinklers. With reference to Figure 1, the W -Type 3 Sprinkler Wrench or the adjustable Crescent wrench, as applicable is to be applied to the wrench flats. When installing wax coated sprinklers with the adjustable Crescent wrench, additional care needs to be exercised to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of 2- 13/16" (71,4 mm) WRENCH TYP FLATS 1 1 2-** NPT 7/16" (11,1 mm) NOMINAL MAKE -IN UPRIGHT TY5851 I , UPRIGHT PENDENT TY5151 TY5251 Page 3 of 6 1 Components: 2 1 - Frame 2 - Seal 3 Assembly 3 - Cap 4 4 - Bulb 5 - Compression 5 Screw 6 - Deflector 6 i CROSS SECTION FIGURE 1 11.2 K- FACTOR SERIES ELO -2316 UPRIGHT - 314" NPT (TY5151), UPRIGHT - 112" NPT (TY5851), AND PENDENT - 314" NPT (TY5251) SPRINKLERS Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Installation The Series ELO -231 B Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1116 inch (1,6 mm) for the 155 °F /68 °C to 3132 inch (2,4 mm) for the 286 °F /141 °C temperature ratings. A leak tight 314 inch NPT sprinklerjoint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- mum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 314 NPT connections. A leak tight 112 inch NPT sprinkler joint should be ob- tained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maximum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 112 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make -up for insuffi- cient adjustment in the escutcheon plate by under- or over - tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series ELO -2318 Upright and Pendent Sprinklers must be installed in accordance with the following in- structions. Step 1. Pendent sprinklers are to be "FITTING SIDE" TOWARDS SPRINKLER FITTING / WRENCH RECESS (END "A ") FIGURE 2 W -TYPE 3 SPRINKLER WRENCH installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 3 Sprinkler Wrench (Ref. Figure 2), except that an 8 or 10 inch adjustable Crescent wrench is to be used for wax coated sprinklers. With reference to Figure 1, the W -Type 3 Sprinkler Wrench or the adjustable Crescent wrench, as applicable is to be applied to the wrench flats. When installing wax coated sprinklers with the adjustable Crescent wrench, additional care needs to be exercised to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of Page 4 of 6 bare metal to the corrosive environ- ment. The jaws of the wrench should be opened sufficiently wide to pass over the wrench flats without damag- ing the wax coating. Before wrench tightening the sprinkler, the jaws of the wrench are to be adjusted to just con- tact the sprinkler wrench flats. After wrench tightening the sprinkler, loosen the wrench jaws before removing the wrench. After installation, the sprinkler wrench flats and frame arms must be in- spected and the wax coating re- touched (repaired) whenever the coat- ing has been damaged and bare metal is exposed. The wax coating on the wrench flats can be retouched by gen- tly applying a heated 1/8 inch diameter steel rod to the areas of wax that have been damaged, to smooth it back over areas where bare metal is exposed. NOTES Only retouching of the wax coating ap- plied to the wrench flats and frame arms is permitted, and the retouching is to be performed only at the time of the initial sprinkler installation. The steel rod should be heated only to the point at which it can begin to melt the wax, and appropriate precautions need to be taken, when handling the heated rod, in order to prevent the installer from being burned. If attempts to retouch the wax coating with complete coverage are unsuc- cessful, additional wax can be ordered in the form of a wax stick (the end of which is color coded). Only the correct color coded wax is to be used, and retouching of wrench flats and frame arms is only permitted at the time of initial sprinkler installation. With the steel rod heated as previously de- scribed, touch the rod to the area re- quiring additional wax with the rod an- gled downward, and then touch the wax stick to the rod approximately one -half inch away from the area re- quiring retouching. The wax will melt and run down onto the sprinkler. Care and Maintenance Series ELO -231 B Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system control valve for maintenance work on the fire protection system that it con- trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers — before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb (ref. Installation Section Note). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant sprinklers, after the installation has been completed, to verify the long term potential integrity of the sprinkler coatings. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close -up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. TFP342 It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and /or national code. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation. corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and /or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. of merchantability and fitness for apar- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. TFP342 Ordering Procedure A Part Number (P /N) is not specified when ordering sprinklers with thread connections per ISO 7/1. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connection: Specify: (specify SIN), 11.2 K- factor, (specify temperature rating), Series ELO -231 B Standard Response (spec- ify Pendent or Upright) Sprinkler with (specify finish), P/N (specify from Ta- ble B). Sprinkler Wrench: Specify: W -Type 3 Sprinkler Wrench, P/N 56- 895 -1 -001. Wax Sticks: (for retouching wrench damaged wax coating) Specify: (Specify color) color coded Wax Stick for retouching (specify tem- perature rating) temperature rated Se- ries ELO -231 B Sprinklers, P/N (spec- ify). Red for 155T ............. PIN 56- 065 -1 -155 Blue for 200 °F and 286 °F ................. PIN 56- 065 -1 -286 NOTES Each wax stick is suitable for retouch- ing up to twenty -five sprinklers. The wax used for 286 °F sprinklers is the same as for 200 °F sprinklers, and, therefore, the 286 °F sprinkler is limited to the same maximum ceiling tempera- ture as the 200 °F sprinkler (i.e., 150-F). P/N 50 - XXX X - XXX 510 UPRIGHT 3/4" NPT (TY5151) 512 PENDENT 3/4" NPT (TY5251) 501 UPRIGHT 1/2" NPT (TY5851) Page 5 of 6 TEMPERATURE RATING 155 155 °F /68 °C 200 200 °F /93 °C 286 286 °F /141 °C TABLE B PRODUCT SYMBOL NUMBER SELECTION 11.2 K- FACTOR SERIES ELO -2318 STANDARD RESPONSE UPRIGHT AND PENDENT SPRINKLERS Page 6 of 6 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 TFP342 Wiginton Fire Systems Steel Pipe Submittal All of the steel pipe to be used on this project will meet or exceed the minimum requirements of one or more of the following standards as required by Section 6.3 of NFPA 13 -2002 edition: ASTM A -795 Specification for Black and Hot - Dipped Zinc Coated (Galvanized) Welded and Seamless Steel Pipe for Fire Protection Use ANSI /ASTM Specification for Black and Hot - Dipped Zinc Coated A -53 (Galvanized) Welded and Seamless Steel Pipe ASTM A -135 Specification for Electric — Resistance Welded Steel Pipe Note: Pipe/Tube manufacturers may vary. As per Section 6.3.8 of NFPA 13 -2002 edition, all piping shall be marked along its length to properly identify its type, schedule and manufacturing standard. All steel piping will be installed in strict accordance with the guidelines of NFPA 13. This pipe is not specially listed for specific fire sprinkler applications and therefore does not require the submittal of manufacturer's installation instructions as noted in paragraph 14.1.4 of NFPA 13 -2002 edition. Additional approvals or listings are not required when: 1. Steel pipe meeting the above referenced ASTM specifications is used and joined by welding or roll - grooved pipe and fittings, the minimum nominal wall thickness for pressures up to 300 psi shall be in accordance with Schedule 10 for sizes up to 6 inches and .188 inches for 8" — 10" pipe. 2. Steel pipe meeting the above referenced ASTM specifications is used and joined by threaded fittings, the minimum wall thickness shall be in accordance with Schedule 40 in sizes less than 8 inches for pressures up to 300 psi. Exception: Pipe meeting the above referenced ASTM specifications with wall thickness and pressure limitations less than Schedule 40 for threading or Schedule 10 for welding and roll - grooving, which have been investigated for suitability in automatic sprinkler installations and listed for this service, shall be permitted when installed in accordance with their UL or FM listing limitations. 5 UL FM ULC `f Vd5 stop 1', a cp�ge 4 v..e . zE e's._0ICK� A z9(c), 'T1 ,0 P ?`1 151 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 005 WITH VIC- PLUSTm GASKET SYSTEM (NORTH AMERICA ONLY) Firel_o&k ' Style 005 rigid coupling has a unique, patented angle -pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled 4, bolt pads, rigidity is obtained. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle -pad design permits assembly by removing one nut /bolt and swinging the housing over the gasket. This PATENTED reduces components to handle during assembly. Style 005 FireLock coupling are designed and recommended for use ONLY on fire V� kket syst protection systems. Vic- PlusTm Gasket System: In North America, Victaulicl' offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The Vic - Plus'"' System (patented) is dry, clean, and non - toxic. It reduces assembly time substantially and eliminates the mess and chance of over - lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1 -100) for supplemental lubrication requirements and dry pipe fire protection system notes. CAP Exaggerated lot clauly LISTING /APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings /Approvals are subject to change and /or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. JOB /OWNER System No. Location FM ipproved for service in 1!4,- 4° pipe. a UL Listed for service up to 4" pipe only @ UL Listed for service up to 3' only CONTRACTOR Submitted By ENGINEER Spec Sect Approved Date Para www.victaulic.com �ctaulid VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA ---- ---- -- REV 1 10.02 1 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS STYLE 005 WITH VIC- PLUSTm GASKET SYSTEM (NORTH AMERICA ONLY) DIMENSIONS iii �► iii 11r11 j!oull` I,r�l Rated for wet and dry sprinkler systems at SOpsi /2a I3kPa for 1 Y. - 4732 - 100mm sizes and 300 psi /2068 kPa for c y, _ 57108 - 200 mm sizes: Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expansion, contraction or angular deflection. 10.02 1 ,4 1.660 350 755 0.05 ,N x „� - 2.75 4.50 1.88 1.2 32 42,4 2413 33370 1. % 2 70 114 148 0.5 1 ! 1900 350 940 0.05 2 -Y�x 2Y 3.00 4.75 I.88 1.2 40 483 2413 4415 - 76 121 148 05 2 2.375 350 1550 (.107 3.50 5.25 1.88 1.6 50 60.3 2413 6900 1 7 ` 89 133 148 07 2'i: 2.875 350 2270 007 4.00 5.75 1819 i.9 65 73.0 2413 10110 x 1 1.7 102 146 148 09 76:1 mm 3.000 350 2475 007 -'.'e x 2 ' 4.13 5.75 1.88 10 76.1 2413 11010 1.7 105 146 148 0.9 3 3.500 350 3365 007 _ - " x 2 /' 4.63 6.13 1.8S 2.1 80 88.9 2413 14985 1.7 118 156 148 10 4 4.500 350 5565 0.16 �•e " 2 V, 5.75 725 2.13 3.1 100 114.3 2413 24770 41 146 184 54 1.4 10S.Omm 4250 300 4255 0.16 `- ?b`l1/- 5.63 7.25 2.13 3.1 108.0 2068 18940 41 143 184 54 14 5 5.563 300 7290 0.16 2 1F x' 685 9.00 2.11 45 125 141.3 2068 32445 4.1 175 229 54 2.0 i33.Omm 5750 300 6495 0.I(i _ n x ` 6.63 9.00 2.13 45 133.0 2068 28900 4.1 168 229 2.0 5.500 300 7125 0.16 :S 2" 6.88 4.00 2.13 4.8 139.7 mm 139.7 2068 31715 ` _ x 41 175 229 54 .7 1 6 6.625 300 10340 0.16 2 - ;5 x 3 8.00 10.00 2.13 5.0 150 168.3 2068 46020 41 203 254 53 2.3 159.0mm 6.250 300 9200 076 - 6,, ,x23E 7.63 10.00 2.13 5.5 159.0 2068 40955 4.1 194 254 54 2.5 165.1 mm 6500 300 9955 0.16 2 -%x3 S.15 10.00 2.13 5.5 165.1 2068 .44295 4.1 207 254 54 2.5 8 8.625 300 17525 0.19 - s %e r 4 !/ 10.50 13.14 2.63 11.3 200 219.1 2068 78000 4.8 267 334 67 5.1 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for perfor- mance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Workino Pressure may be increased to 1 112 times the figures shown. t The allowable pipe separation dimension shown is for system layout purposes only. Style 005 couplings are con- sidered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. l0 etric thread size bolts are available (color coded gold) for all coupling sizes upon request Contact Victaulic for details Style 005 couplings are VdS and LPL Approved to 12 Bar /175 psi. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 10.02 2 kauhc" REV I IP5 CARBON STEEL PIPE FIRE PRormIDN PRODUCIS. STYLE 005 WITH VIC- PLUSTm GASKET SYSTEM (NORTH AMERICA ONLY) MATERIAL SPECIFICATIONS 10.02 Housing: Ductile iron conforming to ASTM A -536, grade 65-45-12. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. Housing Coating: Orange enamel (North America); red enamel (Europe) • Optional: Hot dipped galvanized Gasket: • Grade "E" EPDM — Type A Vic- Plus'" Gasket System A (Violet color code). Firet-ock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Vic - Plus" Gasket System, requiring no field lubrication for most installation conditions. • Grade "U' Silicone Recommended for dry heat, air without hydrocarbons to +350 °F and certain chemical services. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal'"•' Gasket. Contact Victaulic for details. Bolts /Nuts: Heat - treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A -449 and physical requirements of ASTM A -183. A Standard gasket and FlushSeal gasket approved for dry pipe systems to — 40 °F / -40 °C. Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below 0`F / -18 °C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and /or cracks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK. OF VICTAULIC COMPANY. 672006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV 1 xctatm_he 10.60 3 s ,� s�..(.It,.,f1 STYLE 005 WITH VIC- PLUSTm GASKET SYSTEM (NORTH AMERICA ONLY) GENERAL NOTES WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1 -100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF formal on our website at www.victaulic.com. For complete contact information, visit www.victaulic.com 10.02 1538 REV I UPDATED 912006 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 10.02 III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII WCAS- 697KR4 A�t ulii FireLock® products comprise a unique system specifically designed for fire protection services. FireLock full -flow elbows and tees are a CAD - developed, hydrodynamic design that has a shorter center -lo -end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Style 005 and Style 009 FireLock couplings. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. �L O ULC LPCB See Victaulic publication 10.01 for details `t , �• `,1yy,�. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Fitting Coating: Orange enamel. • Optional: Hot dipped galvanized. JOB /OWNER System No. Location CONTRACTOR Submitted By www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED. RFV C ENGINEER Spec Sect Para Approved i °4 t f t�r iw AtauliC, 10-0.3 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.03 DIMENSIONS I- CtoE - C i to E p CtoE p p .T T �a- C._. c� O t �0 p ..I.... p C to E �o J� ale to L NO. 001 NO. 003 NO. 002 NO. 006 1'/. 1.660 - 0.8 0.3 32 42.4 - - - - - 21 0.1 1 h 1.900 - - - - - - 0.82 0.4 40 483 - - - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2A 0.88 0.6 50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 2 h 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 73.0 76 1.4 57 1.0 76 1.6 22 0.5 3.000 3.00 3.30 2.25 2.4 76.1 mm 76.1 76 1.5 57 1.1 - - - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 4.250 4.00 5.7 3.00 5.1 4.00 7.5 108mm 108.0 102 2.6 76 2.3 102 34 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5.7 83 3.8 124 Zl 25 1.9 6.250 5.50 12.6 3.50 9.2 3.50 17.9 - - 159mm 158.8 140 5.7 _ 89 4.2 140 8.0 - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 1683 140 8.3 89 5.3 140 10.3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 www.victaulic.com iCtalUliC� VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. O 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED. - - -- -_. uli c 10.03_2 REV G IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.03 ... i 4 . FLOW DATA 1 VA 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 1'h 1.900 2.2 1.1 5.5 2.2 40 48.3 0.7 0.3 1.7 07 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 2'fi 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 76.1 mm 76.1 1.4 0.7 3.4 IA 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 4250 6.4 3.2 15.3 6.4 108mm 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3A 16.0 6.8 100 114.3 2.1 10 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 6.250 9.4 4.9 25.0 9.6 159mm 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X. A_CtaUlid REV G 10.03 3 GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009 and Style 009V couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non - Victaulic end cap products shall not be used with Style 009/009V couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.03 1539 REV G UPDATED 3/2008 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.03 �I � � I III I III Iillllll III I II IIII IIIIIII III WCAS- 6QAQS9 ACtaulicr No. 67 Vic'-End II End of Run Fitting PRODUCT DESCRIPTION UL 12 FM See Victaulic publication 10.01 for details. 10.21 VICTAULIC' IS AN ISO 9031 Ci.RIIFIED CUMPAN'i The No, 67, Vic"-End II, End of Run Fitting is the fast, easy, economical way to end a branch line. The fitting installs easily with standard FireLock" couplings and allows direct head connection, sprigs or drops. Available in 1'/4, P/_, 2 and 2112" (32 - 65 mm) sizes, the fittings can be supplied with 112. 3/4, or 1" (15, 20 or 25 mm) female threaded (NPT) outlet (BSPT option available). The 90° reducing outlet fitting is UL /ULC Listed and FM Approved for a maximum rated working pressure of 500 psi (3450 kPa). DIMENSIONS, PERFORMANCE CtoE � --- -1 - - -- I I • -C toE -1 SIZE Approx. Nominal Inches C to E Weight Each Equivalent mm Inches/mm LbsJkg Feet/meters of Pipe 1 "'l4 X '12 NPT 2.38 1.4 2.8 32 X 15 NPT fit 0.6 0.9 X 3/4 NPT 2.38 1.4 2.8 X 20 NF'T 61 0.6 0.9 X 1 NPT 2.38 1.4 2.8 x 25 NPI 61 0.6 0.9 1 / X V, NPT 2.50 1.6 2.9 40 X 15 NPT 64 0.7 0.9 X 3/4 NPT 2.50 1.6 2.9 X 20 NPT 64 0.7 0.9 X 1 NPT 2.50 1.6 2.9 X 25 NPT 64 0.7 0.9 2 X 'h NPT 2.75 1.7 4.0 50 X 15 NPT 70 0.8 1.2 X 3/4 NPT 2.75 1.7 4.0 X 20 NPT 70 0.8 1.2 X 1 NPT 2.75 1.7 4.0 X 25 NPT 70 0.8 1.2 2112 X 'l2 NPT 3.00 2.0 5.7 65 X 15 NPT 76 0.9 1.7 X 3/4 NPT 3.00 2.0 5.7 X 20 NPT 76 0.9 1.7 X 1 NPT 3.00 2.0 5.7 X 25 NPT 76 0.9 1 1.7 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12, painted Orange Enamel. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. • Optional: Galvanized - hot dipped. Outlet: NPT • Optional: BSPT This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be mstallod in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. O REGISTERED TRADEMARK OF VICTAUUC - 0 COPYRIGHT 2D05 VICTAUUC - PRINTED IN U.S.A. -SKU IWCAS- 6DCGPW 32M REV C. United States • Phone:1 -800- PICK -VIC (1 -800- 742 -5842) • Fax: 610- 250 -8811 • e -mail: pickvic @viclaulic.com Canada • Phone: 905 -884 -7444 • Fax: 905- 884 -9774 - e -mail: viccanada@victaulic.com Europe • Phone: 32 -9- 381 -1500 • Fax: 32 -9- 380 -4438 • e -mail: viceurD @victaulic.be UK- Phone: 44(0)1438741100 - Fax:44(0)1438313883• e- mail:viceuro @viclaulic.be ^ r Central and South America • Phone: 610 - 559 -3300 - Fax: 610 -559 -3608 • e -mail: vical@viclaulic.com /--,C t q U C Australasia - Phone: 86 -21- 58855151• Fax: 86 -21- 58851298• e-mail: vicap@victauliccom _>.__