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2910 Orlando Dr 08-1550 (fire sprinkler)
M Application # CITY OF SANFORD PERMIT APPLICATION NA AY A a 2008 Job Address: 2-L "1 I O ��Zd.Awsf�� ivG. Parcel ID: Submittal Date: S-9-200T 5A"V=0a0 RL— %1-lI1 O-o Q Value of Work: $ 4 1- D o Zoning: Description of Work: ktSt1D,- L�I2C:�(J21tJ1U�G`12S EZ,1tJIJt,?s }j_!AFF Square Footage: •Permit 7 ype:• Building ❑ • • •' • • • • • • • • • • • • • • • . • • • • • • • • • • Electrical ❑ Mechanical ❑ Plumbing ❑Fire SprinkleriAlarm Pool ❑ Sign •❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Historic District: Mechanical: Residential ❑ Non - Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # ofGas Lines Pluntbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Plumbing Repair - Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FENIA form required ) .......................................................................................... �. ............................... Property Owner: Contractor:.6p,- ,ow-r1r F trz a 5D21-1 OF02LAt c, Address: Address: 6124,Aa0 0 Ft. 32$S 4 Phone: E -mail: Phone: 401 q47 4S03State License Number: '1'Z54'5'0000 IZo03 Bonding Company: Address Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: 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. I 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 infonnation 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 taus 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 prop y of the re uirements of Florida Lien Law, FS 713. S��loi; Signature of Owner /Agent Date Signature of Contractor /Agent Date M A tZpL S-n M &8 i—ti._ Print Owner /Agent's Name Print Contractor /Agent's Name Signature of Notary-State of Florida Date Signature of NQt l�j"!%at; oPhMehm BreeWte ' 9 °. = Commission 4DD417034 Expires; APR. 11, 2009 ' ; Or i10 film%% www.AARONNoTARY.com Owner /Agent is _ Personally Known to Me or Contractor /Agent is Personally Known to Me or Produced ID _ Produced ID IPPROVALS: ZONING: � cial Conditions: 07.07 UTIL: FD: ibl ENG.- BLDG: �/ CITY OF SANFORD FIRE DEPARTMENT FEES FOR. SERVICES J PHONE # 407 - 302 -2516 - FAX # 407 - 302 -2526 DATE: S /i/';i V. PERMIT BUSINESS NAME / PROJECT: ADDRESS:,21 / 0 O.�'AJW-d2 611 PHONE NO.: ^%�,SU� FAX NO.: CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEK] F. A. [. ] F. S. [ ] HOOD ] PAINT BOOTH [ ] BURN R [ ] TENT PERMIT f ] TANK PERMIT [ ] OTHER [ ] TOTAL FEES; S (PER UNIT SEE BELOW) COMMENTS: Address / Blde. # / Unit # Square Footage Fees per Bldg. /Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11 12. 13. 14. 15. 16. 17. 18. 19. 20. 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. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. a11 2 San fo ire Preve on Division Applicant's Signature (�{ © M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.1.32 Job Number: 2008-20 imam Keport tiescription: zna. m. Liesign Area Ugnt riazara Device Actual Flow (gpm) Minimum Flow Wpm) K-Factor (K) Pressure (psi) O_ Sprinkler_ 201 Sprinkler 202 Sprinkler -_ 203 Sprinkler 205 Sprinkler 204 14.82 15.62 12.00 5.6 5.6 _ 7.000 ___.7.778 9.684 12.00 18.34 12.00 -5.6 --.----10..724 17.43 12.00 5.6 16.55 12.00 5.6 .-------8.730 Sprinkler 216 22.59 12.00 5.6 16.277 206 17.29 12.00 5.6 §prirjklp�r 207 18.21 12.00 5.6 10.568 Sprinkler 211 S nkler 210 --Sprinkler 208 Sprinkler 209 Sprinkler 213 18.63 12.00 5.6 11.067________. 17.70 17.55 12.00 12.00 5.6 5.6 9.987 9.826 10.536 11.082 18.18 12.00 5.6 18.64 12.00 5.6 Sprinkler 212 17.71 12.00 5.6 10.000 Sprinkler 217 22.91 12.00 5.6 16.744 - --- - ------ - -- Sprinkler 218 22.63 12.00 5.6 16.332 215 21.07 12.00 5.6 14.158 _Sprinkler Sprinkler 214 20.03 12.00 5.6 12.798 � Most Demanding Sprinkler Data & @ M.E.P.CAD, Inc. Q1 AutoSPRINKO VR5 v5.1.32 Job Number: 2008-20 Report Description: 2nd. Fl. Design Area Liqht Hazard Node Elevation Foot Fittings Pressure (psi) Discharge(gpm) 25.686 40 '-6" --39----- T(T-9T(6 �L '-7Y2") 12.923 42 28'-0" PO(6'-7Y.") 25.705 52 39'-6" 2T(5'-9") 14.733 43 28'-0" PO 6'- 7'/z ") 25.763 53 39!-6" 5L-27) 14.752 44 28'-0" EP 6�-_73�2 L 25.883 54 -39'-6- _ 2T(5'-9') 18.765 56 55 -2T-O"_ - 39'-6" _ _ _PP 8�4%n L T(8'-8Y2-), T( -7Y2") 24.652 18.296 57 L-Q7_ PO 6'-7 %_a_ 24.853 . ...... 59 39'--6" _2T 19.161 58 28'-0" 25.747 45 28' -0" 25.980 46 28'-0" PO 6' -7%" 26.079 47 PO 6' -7%2" 26.325 49 -3'-0' V-4- 44,206 . ... ... 48 2--0- 41.919 50 -T-O" _LtAE1 V-8") 44.588 201 39'-6" 7.000 14.82 202- 203 39'-6- _ 39'-6.§pr(-10.724 _§prC-T.778) 7.778 15.62 L_ 10.724 18.34 205 39'-6" Spr(-9.684) 9.684 17.43 204 39'-6" Spr(-8.730) 8.730 16.55 216. -6" Sp r(- 16.277 16.277 22.59 - - ----- 206 39' -6- Serf- 9.533) . 33) 9.533 17.29 207 39v-6" Spr(-1 0.568) 10.568 18.21 211 39'-6" Spr(-1 1.067) 11.067 18.63 - -------- 2.10-- 39-6" Sp*9.987) 9.987 17.70 - ----- --- 39'-6" Spr(-9.826) 9.826 17.55 209 39'-6" Spr(-10.53�)_ 10.536 18.18 213 _ 39'-6" Spr(-1 1. 82) 11.082 18.64 212 39'-6" Spr(-1 0.000) 10.000 17.71 217 39'-6" S r- 16.74 16.744 22.91 218 39'-6" S r -16.332) 16.332 22.63 215 39'-6" Spr(-14.158) 14.158 21.07 214 --39'-6" SpA-UJ98) 12.798 20.03 51 2'-0" S 42.478 335.89 --------- @ M.E.P.CAD, Inc. AutoSPRINK@ VR5 v5.1.32 u4/2u/2uut5 4:4t*irivi rage i A(y ©M.E.P.CAD, Inc. ;jjAutoSPRINK®VR5 v5.1.32 04/20/2008 4:4 /:5urm Page ,+ Job Number: 2008 -20 Report Description: 2nd. Fl. Design Area Light Hazard Ripe Tyke _ _ Diameter Flow Velocj!y HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary v•• •Route1••••• BL 1.0800 Q =14.82 5.19 C =120 0.064825 12' -0' Pf 0.778 201 202 39' -6" 39' -6" q =14.82 K =5.6 7.000. 7.778 _ _ Spr(- 7.000) 12' -0' Pe Pv BL 1.0800 Q =30.43 10.66 C =120 0.245524 12' -0' Pf 2.946 202 - 203 39' -6" 39' -6" q =15.62-- -K =5.6 7.778 10.724 Spr(- 7.778) -- - - - - -- 12' -0' Pe Pv BL 1.4080 Q =48.77 10.05 C =120 0.161468 T -0' Pf 2.199 203 40 39' -6" 39' -6" _ q =18.34 K =5.6 10.724 12.923 _ _ Spr(- 10.724) T(6- 7'/2') 6' -7%2 13' -7'/2' Pe Pv RN 1.4080 Q =82.75 17.05 C =120 0.429326 11' -6' Pf 7.778 -40 -- - - 41 - 39' -6" - -- 28' -0" - - - -- - - - - -- 12.923 25.686 PO(6'- 7'/2') 6' -7%2 18' -1 %' Pe Pv 4.986 CM 4.3100 Q =82.75 1.82 C =120 0.001847 10' -0' Pf 0.018 - -- -------------------- 41 42 28' -0" 28' -0" 25.686 25.705 10' -0' Pe Pv CM 4.3100 Q= 154.57 3.40 C =120 0.005870 10' -0' Pf 0.059 42 - -- - - -- 43 28' -0" 28' -0" 25.705 25.763 ------------------- 10' -0' Pe Pv CM 4.3100 Q= 226.65 C =120 0.011917 10' -0' Pf 0.119 43 44 28' -0" 28' -0" _4.98 _ 25.763 25.883 10' -0' Pe Pv CM 4.3100 Q= 267.76 5.89 C =120 0.016220 6' -0' Pf 0.097 44 45 28' -0" 28' -0" - - -- 25.883 25.980 6' -0' Pe Pv CM 4.3100 Q= 335.89 7.39 C =120 0.024673 4' -0' 4' -0' Pf Pe Pv 0.099 _ 45 28' -0" - - - -- - 25.980 46 28' -0" 26.079 CM 4.3100 Q= 335.89 7.39 C =120 0.024673 -- 10' -0' Pf 0.247 46- - - -- 47 28' -0" 28' -0" 26.079 26.325 - -- 10' -0' Pe Pv C_ M 4.3100 Q= 335.89 7.39 C =120 0.024673 - 125' -0' Pf 4.322 47 - - - - - -- - 48 - 28' -0" 2' -0" 26.325 41.919 - 6LtE(8'- 4/2') 50' -2' 175' -2' Pe Pv 11.272 UG 6.6200 Q= 335_89 3.13 C =140 0.002295 _ 5' -0' Pf 0.119 48 49 - - 2' -0' -3' -0" - 41.919 44.206 E(28'- 6'/2'), LtE(18' -4 ") 46' -10'/2 51' -10'/2 Pe Pv 2.168 UG 5.8800 Q= 335.89 3.97 C =150 0.003597 94'-7Y2'1 Pf 0.383 49 50 -3' -0" -3' -0" 44.206 44.588 LtE(11' -8 ") 11'-8'1 106' 4 Pe Pv UG 6.2800 Q= 335.89 3.48 C =140 0.002966 - - -- - -- 5' -0' Pf 0.057 - 50 - -- - - - 51 -3'-0" 2' -0" 42.478 LtE(14' -2 "), BFP, S 14' -2' 19' -2' Pe -2.168 Pv 4iiw••••• Route 2••••• B_ L 1.0800 Q =16.55 C =120 _0.079518 - -__ 12'-O'l 12' -0' Pf Pe Pv 0.954 _5.79 204 39' -6" q =96.55 K =5.6 8.730 Spr(- 8.730) 205 39' -6" 9.684 BL 1.0800 Q =33.97 11.90 C =120 0.300937 - 5' -0" Pf 3.239 _ _ 205 40 39' -6" 39' -6" q =17.43 K =5.6 9.684 12.923 Spr(- 9.684) T(5' -9 ") 5' -9' 10' -9' Pe Pv o••••• Route 3••••• BL 1.0800 Q =17.29 6.06 C =120 _ 0.086263___ -_ ___ 12'-O'l 12'-O'l Pf I Pe Pv 1.035 206 -- -- -- 39' -6" - - - -- q =17.29 - K =5.6 9.533 Spr(- 9.533) 207 39' -6" 10.568 BL 1.08_00 Q =35.50 12.43 C =120 0.326365 T -0' 5' -9' 12' -9' Pf Pe Pv 4.165 - 207 -- -- -- - 39' -6" - - -- - - -qq =18.21 - -- K =5.6 - -- 10.568 Spr(- 10.568) 52 39' -6" 14.733 T(5' -9 ") RN 1.4080 Q =71.82 14.80 C =120 0.330402 _ _ 11' -6' Pf 5.986 _ ___- .._____ 62 42 39' -6" 28' -0" 14.733 25.705 PO(6' -7% ") 6' -7%2 18' -1%2 Pe Pv 4.986 Go ••••• Route 4••••• BL 1.0800 Q =17.55 6.15 C =120 0.088712 8' -0' Pf 0.710 209 39' -6" - - - -- 39' -6" q =17.55 K =5.6 - -- 9.826 10.536 Spr(- 9.826) 8' -0' Pe Pv BL Q= 35.7_3 12.51 C =120 0.330382 _ _ T -0' Pf 4.216 _ _._ - _ -_ - -_1.0800 209 53 39' -6" 39' -6" _ q =18.18 K =5.6 10.536 14.752 Spr(- 10.536) T(5' -9 ") 5' -9' 12' -9' Pe Pv RN 1.4080 Q =72.08 14.85 C =120 0.332610 11' -6' Pf 6.026 53 43 39' -6" 28' -0" 14.752 25.763 PO(6' -7 % ") 6' -7%2 18' -1'/2 Pe Pv 4.986 v••••• Route 5••••• A(y ©M.E.P.CAD, Inc. ;jjAutoSPRINK®VR5 v5.1.32 04/20/2008 4:4 /:5urm Page ,+ & © M.E.P.CAD, Inc. 11 AutoSPRINK® VR5 v5.1.32 04/20/2008 4:47:50PM Page 5 Job Number: 2008 -20 Report Description: 2nd. Fl. Design Area Light Hazard Pipe Type_._ -__ Downstream Upstream Diameter_ Elevation _Flow ___ Discharge Veloc y K- Factor HWC Pt _ _ Friction_Loss Pn Fittings Length Eq. Length Total Length Pressure Summary _BL 1.0800 _ Q =17.70 6.20 C =120 0.090053 12' -0' Pf 1.081 210 211 39' -6 -6" 39' -6" q =17.70 K =5.6 9.987 11.067 Spr(- 9.987) 12' -0' Pe Pv BL 1_0800_ _ Q =36.33 12.72 C =120 0.340647 5' -0' Pf 3.666 211 52 39' -6" 39' -6" q =18.63 _ K =5.6 11.067 14.733 _ Spr(- 11.067) T(5' -9 ") 5' -9' 10' -9' Pe Pv v••••• Route 6••••• BL -- - - - -- - -- - - -- -- - 1.0_800 - - -- Q =17.71 -- --- - 6.20 - - - -- C =120 0.090161 12' -0' Pf 1.082 212 213 39, -6- 39' -6" q =17.71 K =5.6 10.000 11.082 Spr(- 10.000) _ 12' -0' Pe Pv _BL_ - __ _ _ 1.0800 Q =36.35 12.73 C =120 0.341056 5' -0' 5' -9' 10' -9' Pf Pe Pv 3.670 213 39' -6" q =18.64 K =5.6 11.082 Spr(- 11.082) 53 39' -6" 14.752 T(5' -9 ") ap ••••• Route 7••••• BL .._21.4_. - - - - -- - - -- 215 1.0800 _ 39'-6'- 39' -6" Q =20.03 - - - -- q =20.03 7.02 K =5.6 C =120 12.798 14.158 _0.113278 Spr(- 12.798) - - -- 12' -0' 121-01, Pf Pe Pv 1.359 BL -_ 1.0800 Q =41.10 _ 14.40 C =120 0.428137 5' -0' Pf 4.608 215 54 39' -6" 39' -6" q =21.07 K =5.6 14.158 18.765 Spr(- 14.158) T(5' -9 ") 5' -9' 10' -9' Pe Pv 0.000 _RN 1.4080Q =41.10 8.47 C =120 0.117669 11' -6' 6' -7%2' 18' -1 Y21 Pf Pe Pv 2.132 4.986 54 39' -6" -- -- 18.765 -- - - -- 44 28' -0" 25.883 PO(6' -7% ") Q& ••••• Route 8••••• BL _ 1.4080 Q= 22.59__- 4.66 C =120 0.038888 12' -0' 12' -0' Pf Pe Pv 0.467 _ _ 216 39' -6" q =22.59 K =5.6 16.277 Spr(- 16.277) - 217 39' -6" 16.744 BL 217 - 55 =45.51 - 39' 690 39' -6" - Q q =22.91 6.92 K =5.6 C =120 16.744 18.296 0.067782 Spr(- 16.744) -- -- T(8'- 8'/i') - - - -- 14' -2' 8' -8 %s' 22' -10%' Pf Pe Pv 1.552 RN __ -___._ _._ ____ __1.6390 Q =45.51 6.92 C =120 0.067782 11' -6' Pf 1.371 55 56 39' -6" 28' -0" 18.296 24.652 _ PO(8' -8Y. ") I 8' -8%:' 20' -2% Pe Pv 4.986 CM._ _ ._ -__ 2.1040 Q= 45.51 4.20 C =120 0.020085 10'-0'1 Pf 0.201 56 57 - 28' -0" 28' -0" 24.652 24.853 - - -- - _ - 10' -0' I Pe Pv _CM 2.1040 Q =68.14 6.29 C =120 0.042384 21' -1'j 21' -1' Pf Pe Pv 0.894 _ ------------- - - - - -- - - - -- 57 28' -0" 24.853 58 28' -0" 25.747 DY 2.4690 Q =68.14 4.57 C =120 0.019447 0' -0' 12' -0' 12'4 Pf Pe Pv 0.233 58 28' -0" 25.747 45 28' -0" 25.980 T(12' -0 ") io ••••• Route 9••••• BL 1.0800 Q =22.63 7.93 C =120 0.141936 14'-2'1 Pf 2.829 218 59 39' -6" 39' -6" q =22.63 K =5.6 16.332 19.161 Spr(- 16.332) T(5' -9 ") 5' -9'1 19' -11" Pe Pv RN 1.4080 Q =22.63 4.66 C =120 0.039010 11' -6'' Pf 0.707 59 - -- - - - -- 57 39' -6 " - -- 28' -0" - - - -- 19.161 24.853 - -- - - - - -- PO(6' -7% ") -- - 6WM' 18' -1 %z' Pe Pv 4.986 Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor Value Of C 100 130 140 150TT Multiplying Factor 0.713 1.16 1.33 1.51 & © M.E.P.CAD, Inc. 11 AutoSPRINK® VR5 v5.1.32 04/20/2008 4:47:50PM Page 5 Elevation Job Number: 2008 -20 Report Description: 2nd. Fl. Design Area Light Hazard HWC __Friction Loss_ __ Length Pressure Pt Pn Fittings Eq. Length Summary Total Length AO Arm -Over Diameter Inch BL Branch Line Elevation Foot CM Cross Main Flow gpm DN Drain Discharge gpm DR Drop Velocity fps DY Dynamic Pressure psi FM Feed Main Length Foot FR Feed Riser Friction Loss psi /Foot MS Miscellaneous HWC Hazen - Williams Constant OR Outrigger Pt Total pressure at a point in a pipe RN Riser Nipple Pn Normal pressure at a point in a pipe SP Sprig Pf Pressure loss due to friction between points ST Stand Pipe Pe Pressure due to elevation difference between indicated points UG Underground Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow. EE 45° Elbow Eel 11%' Elbow Ee2 22'/:° Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg 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 © M.E.P.CAD, Inc. fllAutoSPRINK® VR5 v5.1.32 04/20/2008 4:47:50PM Page 6 Job Number: 2008 -2 Report Description: 2nd. Fl. Design Area Light Hazar Supply at Node 51 100 90 80 70 60 Static Pressure 60.000 .N a 50 N N N CL 435.89 with hose streams 35.89 @ 42.478 1040.00 @ 40.000 30 System demand curve 20 10 0 4150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph Supply at Node 51 — _.____— ._—-- _— ____ -___ Stelic Pressure 60.000 — - - - -- — Residual Pressure Tact Conducted By 1040.00 @ 40.000 Absolute Fire Sprinklers Of Orlar Available PressefeTlma of Test Dale of Tall Tima of Test 55.997 @ 435.89 4 -14 -08 8:00 A.M. - ------ -- ----- - - - - -- -- Syslem DemaM 335.89 @ 42.478 System Demand (Including Hose Allowance) Hydrant Elevation 435.89 @ 42.478 2' -0" @ M.E.P.CAD, Inc. AutoSPRINK@ VR5 v5.1.32 04/20/2008 4:47:51 PM Page 7 1 91! MW 14,117, Job Number: 2008-20 Ci gFl MIC:d UY11L MAZa[C Supply at Node 35 100 90-- 80-- 70 60 -Static Pressure 60.000 CL 50 U) 2! 0- .100.00 .00 @46.218 with hose streams � 40 1 40.00@40.000 30 3 stem demand curve 20 10— 0 ,1 50 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph Supply at Node 35 st-dic pressure 60.000 Residual Pressure Test Conducted By 1040.00 @ 40.000 Absolute Fire Sprinklers Of Orlar ailable PressureTime of Test Date of Test Time of Us AV- 59.737 @ 100.00 4-14-08 8:00 A.M. System Demand 0.00 @ 46.218 — 6 i6 - a- - -- -- l o '— — -- System (I m1 u6 ng Hose Allowance) iydr.nt Elevation 100.00 @ 46.218 2'-0" & @ M.E.P.CAD, Inc. Z AutoSPRI NK@ VR5 v5.1.32 04/20/2008 4:47:51 PM Page 8 QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES �C+ORPORATI'+FJI'1l UPRIGHT •PENDENT VERTICAL SIDEWALL HORIZONTAL SIDE WALL CONVENTIONAL (OLD STYLE DESCRIPTIONAND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appear- ance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers QUICK RESPONSE should be used advisedly and under the direction of approving UPRIGHT CONVENTIONAL authorities having jurisdiction. The heart of Globes GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule Y exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. QUICK RESPONSE TECHNICAL DATA PENDENT VERTICAL • See reverse side for Approvals and Specifications. SIDEWALL • Temperature Ratings - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 0C), 286 °F (141 °C). • Water Working Pressure Rating - 175 psi (12 Bars). • Factory tested hydrostatically to 500 psi (34 Bars). Too • Maximum low temperature glass bulb rating is -67 °F (- 55 °C). • Frame - bronze • Deflector - brass • Screw - brass • Bulb seat - copper • Spring - nickel alloy • Seal - teflon QUICK RESPONSE • Bulb - glass with alcohol based solution, 3mm size. HORIZONTAL SIDEWALL • .C'P1?MR -T. F1? TFAJPF.RATURF RATING /CLASSIFICATION and COLOR CODING 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989- 846 -4bW 0 rAx yuy- ago -7�s i JUNE 2003 A -20 BULLETIN GL5615, REV. #5 QUICK RESPONSE A UTOMATIC SPRINKLERS GL SERIES UPRIGHT • PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE *LENGTH FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7 cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 cm) **Satin Chrome MODEL FACTOR 57 °C Bright Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) White Polyester+ 7.8 (111 metric) 1 /2" NPT 2 1/4" (5.7 cm) Black Polyester+ 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) I **Lead Coated NOTE: METRIC CONVERSIONS ARE APPROXIMATE. APPROVALS * HORIZONTAL SIDEWALL IS 2 9116 ". *� FINISHES AVAILABLE ON SPECIAL ORDER. + AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. STYLE SIN K 135 °F 155•F 175•F 200 °F 286•F cULus F.M. NYC - DOB MODEL FACTOR 57 °C 68 °C 79 °C 93 °C 141 *C MEA 101 -92 -E GL2815 2.8 X X X X X X - -- X GL4215 4.2 X X X X X X -- X UPRIGHT GL5615 5.6 X X X X X X X X GL81 15 7.8* X X X X X X X X GL8118 8.1 X X X X X X X X GL2801 2.8 X X X X X X - -- X GL4201 4.2 X X X X X X -- X PENDENT GL5601 5.6 X X X X X X X X GL8101 7.8* X X X X X X X X GL8106 8.1 X X X X X X X X VERTICAL GL5632 5.6 X X X X X X X - -- SIDEWALL t GL8133 8.1 X X X I X X X -- -- GL2826 2.8 X X X X X X -- X HORIZONTAL GL4226 4.2 X X X X X X -- X SIDEWALL § GL5626 5.6 X X X X X X X X GL8127 1 8.1 1 X X I X X I X I X I -- — CONVENTIONAL GL5624 5.6 X X X X -- -- (OLD STYLE) GL8125 8.1 X X X X F_X X - -- -- - -- f HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6 ". ORDERING INFORMATION t VERTICAL SIDEWALL SPRINKLER cULus LISTED FOR LIGHT HAZARD ONLY. PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. SPECIFY UPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. *1/2" NPT. • Quantity • Model Number • Style • Orifice • Thread Sizes • Temperature • Finishes desired • Quantity - Wrenches - P/N 325390 (I/2 "); P/N 312366 (L.O.) FIRE SPRINKLER CORPORATION GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989 - 846 -4583 FAX 989 - 846 -9231 1- 800 - 248 -0278 www.globesprinkler.com JUNE 2003 PRINTED U.S.A. BULLETIN GL5615, REV. #5 AUU-Ib-U3 MU MM- rveoaalouo ivo��•iovv - -- -- - - Lf Schedule aloo/Sched Fully Listed and FM Approved Sprinkler Wipe When you specify Schedule -l0 /Schedule sprinkler pipe yoti get UL listed and FM approved product. Although these products do not require separate upprovals. Schedule -10 /Schedule -40 gives you the extra quality assurance you demand. Our ScII -10 (I -1 /4 "- 8 ") pipe and Sc1440 (I•'- ? -1/2 ") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspection. t'rom both UL and FM Vents to ensure consistent quality. _ ' -• a1he ' 16100 S. Lathrop 11350 Noreom Rd. 2525 N. 27th Ave. Custornor Serviced DE, a carau�T Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 a70B-39 -1806 yn /P.kyd in UUI LP /ISO /dM /CfOM / t SpecificationS . Product Nominal wkm MIR PW Wt4 ift WWI% Wt/Uft Schedule -I0 /Schedule -40 product H2O glued Lift �•' 24' � can be "hot -dip" galvanized to NP9 I.D. 1.049 1.680 2.05 70 2470 2822 2940 meet FM requirements for dry A -- *'S 20.6 2.5 3.05 70 1120 1280 1334 systems in accordance with the x �- 1/4 1.380 2'270 2.93 51 2431 2778 2894 zinc coating specifications of =32 35.1 4.36 4.36 51 1,103 1260 1313 ASTM A -123. J L/2" 1.650 2.720 3.61 44 2513 2872 2992 as 40.9 4.0 5.37 44 1140 1303 1357 . - 11 x 2 ' 2.067 3.650 6.13 30 2300 2828 2738 * 50 52,5 5.4 7.63 30 1043 1192 1242 Qur advanced formula mill coating x 21/2- 2.469 5.790 7.86 19 2310 2640 2760 offers a clean, durable Surface. It i5 .65 617 8.6 11.73 15 1048 1197 1247 also paint -ready for custom color applications without Special preparation. Product Nominal Wt/Ft wt /R PCs/ wwtt wt/tm wt� Meets "Buy American" requirement NPs I.D. H2O Riled Utt Z1' 24' 26' and is available throtigh distributors in X 1, 1097 1.800 1,g1 g� 2$75 3053 3185 the USA, Canada and Mexico. w 25 27.9 2.1 2.70 91 1213 1385 1445 x 1 1 /4- 1.442 1.810 2.52 61 2319 2664 2760 . 32 36.6 2.7 3.75 61 1052 1208 1252 Specifications &. Appr4ivals X 1 1i 2" 1.682 2 -080 3.04 61 2664 3045 3172 Schedole-10 /Schedule -40 pipe are in w 4C 42.7 3.1 4.52 61 1208 1351 1439 compliance with the following: x 2 ° 2.157 2.640 4.22 37 2o51 2344 2442 ASTM A -135, and NFPA 13. * 50 54.8 3.9 6.28 37 930 1063 1108 x 2 1/2 2.636 3.530 5.89 30 2224 2542 2648 Both pipe products have a working pressure 8.77 30 1009 1163 1.201 racing of 300 psi maximum and also 165 66.9 5.3 a.33o 7.94 19 1728 1975 2057 meet the stringent requirement for the meet the � 3- 3.2b'O 6.4 1:1.82 19 784 $96 933 tests: +. 80 x 4' 82.8 4.260 5.610 11.78 19 2238 2558 2885 - Welded Outlets *90 108.2 8.3 17.53 19 1016 1160 1209 - Hydrostatic Pressure „ 6- 6.357 9.290 23.03 10 1951. 2230 2322 • Side Wall Rupture x 150 161.5 13.8 34.27 10 885 1012 3.053 • Vibration Test x 8, 8,249 16.490 40.15 7 2424 2770 2585 t9 L� * 200 209.5 24.5 59.75 7 1100 1256 1309 Lima Appmvd• u.w _ ' -• a1he ' 16100 S. Lathrop 11350 Noreom Rd. 2525 N. 27th Ave. Custornor Serviced DE, a carau�T Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 a70B-39 -1806 yn /P.kyd in UUI LP /ISO /dM /CfOM / FIG. 7400 -° AIGIDLITE8 COUPLING The H9.7400 Rlgldlits Coupling from Gruvlok!s specially designed to provide a rigid, locked -In pipe Col?nection to meet the specific demands of rigid design std pipe and copper ,uhe systems. Fast and easy swing -over instaliation of the rugged lightweight hCusing produces a s0um, rigid pipe joint. 'rite Fig, 7400 Rigidlite Coupling is UL Listed and FM Approved for 300 I roll grooved) cut grooved steal pipe prepared In accordance with Gruv'ok grod4ing specifications. Figure 7400 Higidlite Coupling i9 availabiew,tlpithe.arace E `C" Intended for use with tie Gruviaki l Copper Me'[-rgd. The rig, 740N Ri9idlite Coupling is intended for use in several appli- cations, Seepage 91 for gasket grade index and recommendations I • psi ('Lu.l Dar) nre proieGUOn aurYIGG ni IJutn W01 a11u ury symenla mot l • ;. 7003 HINGROK COUPLING 7400RICIOLITIE COUPLING Ra 0e'01 Delleclioa from Qr couptlng Rasp of Max. Wk. Max. End Pipe End l 1 Per Dimensions Max. Wk. Max. End Pipe End Coupling Diolansions Coupling Baits Approx, Morn. Size Pipe OD Promure load 5epar2Don X Y 2 1.900 . sike Wt. Ea. 1 '1.313 300 407 0 -,i 21/ 4!h 1ryi 2 TS 1.2 25 33.4 ze.r 02 108 411 t u 2.376 Soo O.s 1'/ 1.M 300 ti4? 0 -.i 24A 4!0 1'' 2 Z.A kP'rs" 5.91 1.3 92 42.2 Q7 2 6^ 2 d IV 44 300 !gib R7.- 9 1''111 1.900 300 851 0 %a 2'% 4rra 1 A 2 % K 1.4 40 1 20.7 ' .117 0-3.2 9 ' 124 44 :h M!!'re 12 67 Q 8 2 2.575 300 1,328 - 0 '.4 3 %+ _ 5% 1 . 2 IN 912Ya:' 149 1.6 so ao.s 20.7 5.91 v -S.S 32 tae �t 0.E7 zsiD 6 ^.7 2 _ 2,275 300 ',9,8 0 3.ri 6 ; oil 2 ', Y Y 1.9 65 79.6 217 e.e5 .7.9.2 08 162 44 9' /x A470 SY. 09 3()o 2_496 300 21115 +0 41 4 5% li4 2 'ib j PA 6.625 300 7s1 2 '.1 rJ.41 D -3.2 10° r4 2,� 11:2 !0 5?' 0.9 3 336-0 300 2,886 C / 4.4 6.a 1y+ 2 JAI ;a a• 21 1° 40' 0.35 2 ,27 12,84 0.3.2 114 17! 44 -2 l!101le79 4 4.500 Soo 4, 71 0 _114 ilia -� 7 . 1 ra 54 3,1 100 114.3 207 V.29 0••G.4 N5 13? 48 AlI1K70 1.4 5 5 503 300 7,292 0 •%a o a/ _ 9'/4 22 3 4,6 741.3 7, 3.44 Q_+4_ -;r76, ?,I, - 51 _ ,�i1Pk76' 2.1 5% 00 s,s00 aua 7,12: t0 r 6� : Qr 2 z .A'X s 4.o 13e 113 °7 20,7 S 6 6.525 300 10,341 0 -'/ 733 I04A 2 2 /E1 3 : 5,5 r 18.3 20.7 48,00 0 -d.4 200 264 5f M72,V6" -% 6:43 OC 6.300 300 9,955 0-1/4 70,4 10',1 2 2 ''/2 130 165 %3.11 44 1 la7 264 7 IAI1 7e' 7.5 8 8.625 300 17,523 0 ',i 10 / 124/ / 2 iili 3 8.4 209 21$.; 10.7 17.97 0.3.2 260 384 d0 '14112 .8. 1a FIG. 7003 -- HINGEL.Oe COUPLING The Fig, 7008 Hingakik Coupling is specially designed for appiications to 8' use a to requiring a quick connection and<or disconnection of a pipe joint. The A locking pin two cou fling halves are hinged for ease of handling and are secured by coupling- Fig, a cars - action handle. Sizes 11/2 to 4" use toggle link plates and sizes 5' allows -,vcrkir Y ---I aP001ar tvoto: Pg. 70x'1 Htngalc$:ogliras roc not ca�iarwd 'or M'i P.tric :oadrtg and therefOrd are no'. retQm- 117160ed f0f V30 at N 211.0 Of COACrots pumping booms _r vertu al rzem shove 30 felt (£.1 maters). ShceK!a1 f: must nd considered sea is to bd !ndu&d in the mavl- mum tvordn; plassum !heed abova. Coupling keys, ,, skin c.vly, End ape grooves must be t:Bgtfree of s!I ferG jr mare4 ProD% enc: odng prat *.Ice mue>; e!Way3 he axe -ci =14• For addltlonal detall zee coupling data chart notes peae 9. I IQI Ip 101� L For additicnat detail zee coupling data char, hates Mtge 4. bolt tc attach the cam - action handle to the housings. ugh the handle prevents accidental opening of the 3 Hingelok . oupling is a flexible COupline and assure ratings up to 300 ps. (20.7 bar), hOURE 7003 HINGROK COUPLING Ra 0e'01 Delleclioa from Qr couptlng Max. Wk. Max. End Pipe End Per Per Dimensions Apptm Nom. Size Pipe 00 Pressure Load Se tatl0o Caupiing in.A, X Y 2 Wi: Ea. V4 1.900 . 900 851 0't-',1 , 3° 46' 0.79 3% 4'/� 1rle 'f,7 40 48,9 20.7 274 d''• I.;. 7' a.7 02 108 411 AS 2 2.376 Soo 1.329 0''/ , 31111 0.0 41,4 41,5 1% 2.2 6.3 ^0.7 5.91 O,P: Y 24A 2.875 300 948 0 F' /eg F% ' 2° 2S �.5 5/ 5,e 1'.•a 3.2 20.7 8.5' 43.8 Im rag 4e L5 3 SIE00 200. 1�9'd6 :h 2^ , 3,43 S�a 613; 1la 3.6 60 56.9 C0.7 r ?. 34 0 i9.2: 3 3.8 149 166 48 11.6 4 4,500 $00 4.771 0 yi : 3° 11' 0.E7 7 7'/a 2 5.1 100 114 X0.7 21.22 1146.4: 55.5 17 1 i 61 x i 5 5,563 300 7,292 0 :5 ; Z 35� 0.54 WA 9' /x 2% 9.5 6 6.625 300 101341 Q ,1/4 21 10' 0,45 9f1 1051 2,� 11:2 - 56 _ r6de . s'U' i`_ $6.00 v C, 4: - - z,,6 a , 8 8.625 30Q 17,526 Q .•'/ ; 1° 40' 0.35 12 13A GRUVLOK FITTINGS FOR (Material Spa GR60VED SEND PIPE Gruyipk fittings are aVallatlie througfl ?ri" nominal nine size In a vari ty of styles. Use the Fitting Size -Table to convert nominal pipe size t6 c6rreeponding pipe O.D. ' 7hale fittings are designed to provide minimum pressure drop and unitoim strength. Depehding on styles and size, GTUVlok fittings are provided in various rnatCrials including malleable iron, ductile iron, forged steel or fabri"'dl steel. pre.sirreira<ings of Gruvlok standard fittings conform to,those Of Fig. 1 aruvlok coupling, Pipe Wall Elbow 'Tee Hain, aize Pipe OD TWrl wss 90° 450 BrI011 Aun Fabricated Fittings: 1 -4 Carbon steel, Schedule 40, conforming to ASTM ASS, Grade B 5.6': Cafty steel, Schedua 40 conforming to ASTM A53, Grade R S -12" Cartier steel, Schedule 30, 00itforming to ASTM A53, Grade 6 ,4 - 24' Cak-n steel, 0 X75 vrdli, conforming to ASTM A53. Grade 6 Cost Finings: Ductile iron conforming to ASTM A 536 or Nialleable iron conforming to ASTM A 47 Adapter FI•angea: Class 195 - carbon steel Class 150 - carbon steel Class 300 - carbon st ?el Coating: ,;ust :nlllbjtfng !ead-tres paint, ORANGE (Standard), RED (Optio n DO Hot - dipped Zinc. gaivafli2ed (Optional). For other coatings contact Grr.'vlok. Ttte Fit,:ng Size Chart is used t�, determine the OD of the pipe that the fittings is to be ussa W01. Gruvick Fittings are irlentitled by either Me- kamiROl 5iz6 in inches or tnE Pipe OD inlmrr.. Fob ht xeducing tee and branches, use thevalue that isicorrespondina tote branch s'ze• For example: fcr 6'x fi x 3" tee, the �ranoh value of 0,133 1.7 0.9 4.4: 1.7' 2S: 33.4 3.,t 0.5 1.6 e.t4 2.3 7.z s.a 2.3 ' ag � 4212 ax 0.7 0.4 '. 0 ?' I;1 'A'. 1•°09 6,116 2 1.3 6.7. 2.7 40' 4 .5 3 7 0.8 J.4 ze 0,B j 2 i 2.375 0.154 3.4 1.1 8.61 3.4 60.3 3.9 1.0 OS 26' 7.0 1 Zj�l 4.1 Cis I Op _ 78.C!5�' 2.0916 0.197 !.2 43 O.c i1 2� 4.3 0.216 5.1 2.6 12:3 .1 F1 °9.9 S.5 i,6 U.d 3.9 t6 4 • a "500 0.237 6.7 9.4 16 :6 6.7 10G 1!4.3 &0 " 1.0 5.1 2.2 I" 00 1.2550 0.220 6.4 3.2 10 :1 6.4 100 Or.O 5,c. 2.0 _ 4.3 2- 2.0 I x.563 0.258 3.4 4 21.0 8.4 6.0 4,3 200 8.0 I ; rid t910 63 2.4 1.2 4`7' SA OD _ 5 -5J0 0.248 6.3 4.2 200 8.3 IV 8.3 25 1.3 6.4 15 116' 6.off 1D -1 5•: 2513 10.1 50 168.3 771 3.1 1.6- 7.7 3.1 g'1 0D 625 . SD 4.9 24_3 9.T 0 Z1 3,Q 7.5 7.4 3.0 0 0.280 10.0 24.9 10. 0 E--Si50- 25 0.622 .2 50 0.31;5 16,7 8.4 f S.3 .. 2.6 • 12.7 5.1 I 1 12.780 0.375 20.0 10 6. D.0 SOD ?t8.8 9. a." 3.0 16.2 6. 1 14.000 0.375 22.2 17.7 "04 .9 LS. E 9..5 3.a 196 7.0 116 In.000 0.373 25.5 20,4 73.8 -;.a ! 1 5011 Si.S 8.8 7.6 0.2 M6 3.0 ' L.000 0.375 28.9 23.1 87, Q �-1 1 0.31 322 25.7 93:3 34.8 i I S00 :06.0 05 If 7.8 29'7 7 E I d 24. 0375 36.9 31.1 113.0 40.4 i I so), 8J8.6 0,5 11.9 9.5 2AA 12.3 Fob ht xeducing tee and branches, use thevalue that isicorrespondina tote branch s'ze• For example: fcr 6'x fi x 3" tee, the �ranoh value of l , &WAi. , Cast' Iron Threaded Fittings Class 125, (Standard) 90• Elbow $11ralght Figure 351 ' I , - ... •--- ;• - - - -- t / i .� i Size (NPS) A . j 13 (in):! (In) I Weight (Ibe) black gale. 9 - i ' I j g � •1- - =-=:�' Ir �i i i I I .26 ' .40 Al 1 IN - 1 .60 .61 1'14 '/a 1'. /, I 1.40 '/c 1,14 1.44 j 1.46 2 2' /z 3.13 3.21 p�;z 1 " / +� 2'I /.r I 4,94 j 3 . 2' /1E 3'/► 7 21 7.40 4 2 " /ia 3 "1,: 12,17 4'/: 21.46 12.67 -• 1'.1,r 1'Vie ' 81,33 33.33 8 5 11,a 6:;6 64.56 1 67.14 . i 421W Elbow Size A B Woight (Ibs) A (NPS) (in) (in) black aiv ,11i pure 356 Size (NPS) A j B (in) (in) Weight (Itxs) black Fgaiv. 9 - i ' I j g � •1- - =-=:�' Ir �i i i I I 1 IN - 1 .80 1'14 '/a 1'. /, I 1.40 '/c 1,14 1.64 1; /. 2' /z '/. 1 S!a i 3.95 " 's (,s 1' / +.a ! at s.oc e 900 Sibow Flanged andThr>aaded Size j A B might(lbs) (NPS) (in) (in) bier* Figuro 371 ' 25: 1 1'' / +a i 2 "A1 10,22 13.25 ' • --�*- - i , I 4 . 2''r'tc 311/14 i 21,56 i e 5 V/11 4'A 25.13 .•. - 6 I ' 3'•'i 5' /a 40:50 •Nominal Pipe Sizes of 4' and larger have two hales tapped L for stud nr tarp. bolts. l i451 Elbow Figure 356 Size (NPS) A j B (in) (in) Weight (Itxs) black Fgaiv. i � � i I e I 1 NPs size aalable In 1 qps x S nPS reautwno sloe. I l Wick oro3loarked. , 'A .37 .38 '/c 1; /. 5/c �' /.• 1.33 1.36 1' /E 's (,s 1' / +.a ! 1.79 1.83 2 1 11 " /,c 2.89 2.98 2' /2 1'.1,r 1'Vie 4.29 4.35 3 13/15 2'/:a 6.44 6.66 3'. 1'/, 2 ?/� 8.42 - 4 19/16 2' /1 10.64 11.22 16.96 17.38 6 2314 37/,4 28,02 26.19 8 2% I 4!, .$0.17 52.00 i Fla i l i l 45" El gmci'ncI Threaded Figure 372 I II I I 4� A sin (NPS) A (in) B (1n) Weight (lbs) I black I 19.88 6 21/10 137 %6 35.31 8 27/: 41/4 64.41 l I Non; Sae page ;IF-63 for pressure4ornperat„ re !Vings. l , .. ... - -• -• ...._ . -. ... � 1, . - . oast iron Tnreadueu ritrAngs Class 125, (Standard) 90° Reducing Elbow - Figure 352 i �8 4 I :I a • ' I , StraightTee Figure 35& .I A• :A IN GaNAT�•` I, 1 Siz® (NPS) A A (ir+) 1716 8 I C (in) I(in) :°r;1 I Ij i D I (in) 1�/� 1 /tc Weight (i ).40 act AT .76 ' 11 /` 11A 1 %s 2 I •�.� j 1 % +J, '' %1F 1'.lie 1 /•e 1 '/a 17/1 1 /� 17,G 1'/1 ii r/i a lil liii „ A /�e "1'. /° i I 1 /e /t 1 °ic 1,717E ' 1' %1 17/1 1 °,4 2 1.07 I 1.02 1.55 1.44 1.74 2.22 2.20 Z 1 1 Ic 1'176 1 ? / +. 2 278 21i 7/t 2' /s 2 1 1 •. i i'h 1 /t� je 1 /�a 1'k i! iii ° 1 ur,a 23/1 : the 11 "!i1 ;21 � :? :2A ta 26/71 21A I 2'1/36 4.01 3.41 5.98 3 g 1'/._ 2 - 1 ie 1 7/ e 21 a i, 1 /�e 2'� i i:2 //u 21/te I.'a /j1 2te /ie 21/14 "- $ 5.05 5.65 6.44 3 1 ' 3 2 %,/ 2 /te VAN 3e /1 8.95 4 4 4 4 $ 21/: 3 31it Y_".i� 2 °iiG 0, -T--9 2 /�t 27/,1 2'�,e 2 ",4i T/4 2t, /t1 2 "etc 3 ,1 ', 3 /i ,. 31/4 j` 3' /a 3'!t 311 4ii 3`!e 9 /te 4 °ii 11.27 0.63 11.88 18.47 5 6 2f: 3 3 I T 2'f11 1, 21,4 3'h '!i1 J 4- 4 39iie 4 °h CA 4'alG 19.88 19.00 19.43 6 4 2'4/11 3'h j: 4'rie I 4' ! +e 23.63 y 4;,/ 3,271E 5/e 4/a 15 V, 6e /a 2G.fi6 51.11 Size A B ' i, 'ght (Ibc) -0 2& j gaiv. (NPS) I (In) (In) ' .sa 1/-. :.B41 .85 R25 1'/A 1`.e 1%, 2.07 1Ye le'j, 2.70 2.72 _._ 1,l.e 211, 2�i/! "�" 1'•s,,l 2'iiG 6.6 8.79 Note: See pace PF -63 for pf9e8Uf¢•t¢mpeldZUre ra8n05. 9 /,e 3%, 10.Ob 10.16 ' 112 31/2 %,: :7f,a 13. 1; .82 4 -"" 5 1^ S i54 4'."t 27 L ?.87 8 31/1 j o °J' /,e 51/4 6 1 40. 41.40 1 2 = L AF - 65 I FT. 02 ? Size Range: Ira and t /•c' i Material: Ductile iron, hardsned steel cup peinT set screw and iocknut . Finish: Wale or Galyan¢ed ! Service: ReCOMmended for use under roof installations with barloisttype son. truci;an, or far attachment to the top or bottom fianpo of structural shapes where the vertical hapger rod is required to be offsetirom the edge of the tlanpe and tivhere the thickness cfidist pr flange does not axceed 314'. • Approvais: Complies with Federal Specificat(on A- A -1192A (Type 19&23)'. WW- H- 171- ENrpe23)and MSS -SP -69 (Type 19 &.2$), � I UL, FM and ULC Approved. HOW tb 8!Ze: Size of ciar.-p is determined by size of rod to be used. Installation: Follow recommended set screw torque values per MSS- SP -69. ( (See table cn page PH 2272) i Features: , • They maybe attached to hOr)zdntal flanges of structural members in 9ither th "top beam or bottom beats positions. • Secured in place by a cup - pointed Set Screw rignteaed against the flange.; A Jam Nut is provided fOr tightening the Set Screw against the Body Casting. if • Thru tapping of the body casting pearnits extended adjustment of the threideoirod. • Can be LSed with Fig 89X retaining clip fe; seismic applications. Ordering: Specify rod size, figure number, name of Clamp and finish. I i c J : %-uu. THREAO i I OF ROD MUST casTrNG i ► � 1 3 1, -sYPe c MIP (Slandarri'r<'hrmo i • 1 JrUA •NUT ,I S? SCFE7ry i Rod 844 Sa3t Scxew A SLIG , ;ry �� Macirturn trz tzmoerature of 45V F - � r Fig. 92: toad t;?bs) • Weigh dibsj ` ia,rtr�aensinns ' Nku loads ib 4C D Top �ott+oayt 1 i i 5Ut1 250 , O.0 "4 71ite I i' /te 850 � Ts0 0.63 1; ✓a ?' -' % *.e ' I E a F 1 G I N �fta tafie I 7 /ri tie PH — 4s I' t :1 ,i (i I ii'. i U, i ll;a l�Il. n'.r. 1, ilt i' r '• A M' .1 size Range'.'A through a' Material: Carbon steel Finish: Galvanized i I Service: Recommended for suspension of non- insulated stationary pipe;llne.l Maximum Temperature: 6500 F 1 Approvals; Complies with Federal Specification A- A -1192A ;Type 10) WW- H- 171- E(7/pe 10) and MSS-SP-69 (lype 10). UL and FM Approved (Sizes 3/4'- B'), Features: i i Threads are countersunk so that they cannot become burred or damaged • Knurled swivel nut provides vertical adjustment after piping is in place: • Caplured swivel nut in the '/-."through 3' sizes. Ordering: Specify size, tigure number an0 name. i I A t i i i / F C B i t f 1 Fig. e9: Loads (ibs) • Weight (Ibs$' • Dimensions (in) Pipit Stce Max Load , Weight Rok Size A I9 C F iA 0.08 jam- -0.08 • —� 0.10 300 i 0.10 0.10 i 011 I � I i , i i. 1 I t 21/4 12/8 _ 3/e , 25/1 a 1 �/i e 1 2 % /1e .---{- i 18/16 1 V. 25 /e I 12/4 11/2 2 1 31/4 2 v 11ia 21A _ 525 0.20 j 0.20 4 23/4 9 4 V 3' /a 1? t 4 530 1 O.SO 4,1/it V i3 15iit 5 0.53 ',000 0.80 1.01) i I `i: I' I 58/1a 48 /a � u 6� /ia 61/2 2tl,t 8 I 8 7 2 "he PH -26 t� i� N-G SP PRODUCT INFORMATION UL Listed. ' FM Approved. ULC Listed. 4v Model: BV -G (Grooved Butterfly Valve) Specifications Size 2 -1/2" Through 8" Working Press. 175 psi Max. Test Press. 350 psi Working Temp. 250F (120 °C) Factory Installed UL Approved Tamper Switch. Material Body Ductile Iron, Nylon -11 Coated. Disc AL- Bronze, Ductile Iron, EPDM Encapsulated. Stem Stainless Steel, Hardened & Tempered. Model: BV W (Wafer Butterfly Valve) Specifications Size 2 -1/2" Through 8" Working Press. 175 psi Max. Test Press.: 350 psi Working Temp. 250F (120 °C) Factory Installed UL Approved Tamper Switch. Material Body Ductile Iron, Nylon -11 Coated. Body Ductile Iron, EPDM Encapsulated. Disc AL- Bronze, Ductile Iron, Ni -Cr Plated. Stem Stainless Steel, Hardened & Tempered. SWING CHECK VALVE MODEL CV -1 -S STANDARD & "SHOTGUN" GROOVE /GROOVE 4 F F SIZE CROSS SECTION 5 12 10 13 17 3 �2 15 16 I 11SHOTGUN11 TRIMARRANGEMENT t 3 2 O 12� 9 6 �13 V4 0._8. 9��8 to s ORDERING INFORMATION SPECIFY *Quantity • Model Number Standard or Shotgun Style ' X Jr QoEt 6-W- "BE SPJINNKLER CORPORA77ON ITEM DESCRIPTION PART # QTY PART ITEM DESCRIPTION MATERIAL NO. I Machined Body Cast Iron 323402 2 Hex Head Cap Screw Steel 323408 3 Seat Ring Brass 323404 4 Cover Cast Iron 323406 5 Clapper Stainless Steel 323409 6 Retaining Ring Stainless Steel 323412 7 Hinge Pin Stainless Steel 323411 8 Cover Gasket Vellumoid 323407 9 Locknut Stainless Steel 323514 10 Disc Retainer Stainless Steel 323512 11 Clapper Facing Disc E.P.D.M. 323410 12 Sealing Washer Hard Fiber 323515 13 Disc Retainer Bolt Stainless Steel 323513 14 Hinge Pin Bushing Bronze 323413 15 Name Plate Aluminum 323414 16 Drive Screw Steel 323420 17 Torsion Spring Stainless Steel 323432 11SHOTGUN11 TRIMARRANGEMENT t 3 2 O 12� 9 6 �13 V4 0._8. 9��8 to s ORDERING INFORMATION SPECIFY *Quantity • Model Number Standard or Shotgun Style ' X Jr QoEt 6-W- "BE SPJINNKLER CORPORA77ON ITEM DESCRIPTION PART # QTY "CV I -S" 323436 1 2 2" Angle Valve 311617 1 3 2" x Close Nipple 310800 1 4 1/4"x 2 1/2" Nipple 310103 1 5 1 /4" Elbow 311201 2 6 1/4" x 4 1/2" Nipple 310107 2 7 1/4" Water Gauge 300119 2 8 1/4" 3 Way Valve 311683 2 9 1/4" Plug 311001 2 10 1/4" x Close Nipple 310100 1 11 1/2" to 1 /4" Red. Bushing 311 100 1 12 *1/4" Coupling 311402 1 13 *1/4" x 3" Nipple 310104 I *Optional trim for horizontal installation. GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989 -846 -4583 FAX 989 - 846 -9231 SEPTEMBER 2004 PRINTED U.S.A. BULLETIN CV - I -S, REV. #4 VSR -F VANE TYPE WATERFLOW (po ER ® ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.p. O. Box 28488 1967 Leslie Street St.Louis, Mo. 63146 Don Mills, Ontario, Canada M362NO (314)878.43211(800)325 -3936 (416) 441 -1833 U.S. PAT. NO. 3921989 CANADIAN PAT. NO. 1009680 OTHERS PATENTS PENDING POTTER ELECTRIC, Rd., 1990 UL, ULC, CSFM & LISTED, NVOSA, FM A LPC APPROVED ServicePre"ure: Uplo450PS1 Minimum Flow Rate forAlarm:10 GPM Maximum Surge: 18 FPS Contact Ratings: Two sets of S.P.D.T. (Form C) 10.00 Amp. A 125f250VAC 2A0 Amp.O 0-30VDC Resistive Condult Entrarms: Two knoclwuts provided for 112" conduit Environmental Specifications: • Suilabfe for indoor or outdoor use with factory Installed gasket and die-cast aluminum housing. • NEMA 4 Rated Enclosure - use with appropriate conduit filling. • Temperature Range40°F1120°F, 4.5•CI49°C. • Non - corrosive sleeve factory lofted In saddle. Caution: This device Is not intended for applications in explosive erw4onmeres Sizes Available: Pipe schedules 10 thru 40sizes 2" tutu 8" BS 1387 *9 50mm thru 200mm Service Use: Automatic Sprinkler NFPA -13 One at two Family Dwelling NFPA -13D Residential Occupanclesupto4Stories NFPA -13R National Fire Alarm Code NFPA -72 Optional: Cover Tamper Switch Order Stk. No. 0090018 GENERAL INFORMATION INSTALLATION: See Fig2 The Model VSR -F is a vane type waterfiow switch for use on wet These devices may be mounted on a horizontal or vertical pipe. On spdnkter systems. It is UL Listed and FM approved for use on steel horizontal pipe they should be Installed on the top side of the pipe pipe; schedules 10 through 40 sizes 2' thru 8'. where they will be accessible. The units should not be installed within LPC approved sizes are 2' thru 8" (50mm thru 200mm). 6 inches of a fitting which changes the direction of the waterfiow or within 24 Inches of a valve or drain. The unit may also be used as a sectional wateft w detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are ac- tuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, cast almi- num housing. The covens held in place with two tamper resistant screws which require a special key for removal. A field installable cover tamper switch is available as an option which may be used to Indicate unauthw- oed removal of the oaver, See &A,etin MFG. 1f54W775 for rmtallaW instructions of this switch. Drain the system and drill a hole In the pipe using a circular saw in slow speed drill. The 2' and 2112' devices require a hole with a diam- eter of 1 114' + 1/8' - 1/16'. AN other sizes regtdre a hole with a diameter of 2' t 1/8 ". Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that It may be inserted Into the hole; do not bend or crease it. insert the vanes so that the arrow on the saddle points in Me direction of the waterflow. Install the saddle strap and tighten nuts aftematefy to an eventual 50 ft- Ibs.of torque (see Fig. 2). The vane must not rub the Inside of the pipe or bind In any way. PRINTED IN USA MKT. #"00001 - REV i PAGE 1 OF 2 MFG. #S400761 -1194 O M.E.P.CAD, Inc. 1 N AutoSPRINK® VR5 V5.1.32 04/20/2008 4:42:02PM Page 1 Job Number: 2008 -20 Report Description: 1 ST. Fl. Design Area Light Hazard Job Number Design Engineer 2008 -20 R: Porter State CerliticaliuNLfcense Number Job Neme. Southem Technical College . -___. ..... -_. ..__ -_ .._..--- ----------------- - - - - -- ------------ Address 1 2910 Orlando Ave. ----------- -- -- -- AM Sanford Fire Dept. Address 2 Job Site City State Zip Code Drawing Dra Nam Sanford Fl Southern Tech. College . rrote Area S Most Demanding Sprinkler Data Occupancy 5.6 K- Factor 14.82 at 7.000 Light Hazard -- -- ...- . -- - -- - ... - - -- - - - - Hose Allowance Al Scarce -- - � -- - - - - Density - - - - - -- • . Area of Application 100.00 0.100gpm /ft2 1500.00ft2 (Actual 1563.38ft') -- -- - - -- - - - - -- -... -- .... -- - Addilional Hose Supplies -- - -- — - - - - -- --- - -- Number Of Sprinklers Calculated -- - - - Coverage Per sprinkler Node Flow m 17 130.00ft' Autol`Wk Results: Pressure For Remote Ne(s) Adjecenl To Most Remote Nee Tolel Hose Streams 100.00 System Flow Demand Total Water Required (Including Hose Allowance) 463.70 563.70 Maximum Pressure Unbalance In Loops 0.000 um Veiocily ove Ground Ma>am Ab 17.89 between nodes 103 and 23 Maximum Velocity Under Ground 4.30 between nodes 34 and 33 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 604.16gal Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin (mil Node m si (psi) m (psi) m (psi) 51 100.00 60--00 40_000 1040.00 59.737 - -- _ 100:00 _ 53.068 _ 6.669 - _�_- I _- _ _ __- 35 -_ 100.00 60.000 — _ 40.000 1040.00 55.512 _ -._ -. 463.70 48.843 _. _ 6.669 a�rg�ii:srsf9ji� o ti .c r a Contractor Number Contact Name Mark Stimmel ^ ga! Pf ESIDENT -- - - -E Comtractor Neme Absolute Fire Sprinklers of Orlando, Inc. 407.947 - .4503. -------------- ------- - - - - -- - - ..__ Address P.Oi . Box 540451 407.822.9391. Address 2 E -metl AbsoluteFireSprinklers @gmail.com car state zip code wet>slte Orlando FL 32854 -0451 O M.E.P.CAD, Inc. 1 N AutoSPRINK® VR5 V5.1.32 04/20/2008 4:42:02PM Page 1 Job Number: 2008-20 -l'-"-",-----"---,--,--""-"---,--, Kepon: uescription: -io i. r-i- Liesign /Area U91n rlazatu Device Actual Flow WPM) Minimum Flow (Upm) K-Factor (K) Pressure (psi) Sprinkler -- 106 .. ......... Sprinkler 107 Sprinkler_ I , 01 Sprinkler 102 Sprinkler 108 Sprinkler 109 -Sprinkler 103 -Sprinkler 104 15.71 16.80 13.00 13.00 5.6 5.6 5.6 7.867 - 9.005 9.273 9.742 9.969 14.82 13.00 17.05 13.00 5.6 17.48 17.68 21.42 22.55 13.00 13.00 5.6 5.6 13.00 13.00 5.6 5.6 14.631 16.218 §prQkler 105 ----- - Sprinkler 114 23.96 13.00 5.6 18.313 ..... - ------- --- 26.41 13.00 5.6 22.247 ... 10 482 13.852 15.071 Sprinkler 110 Sprinkler ill Sprinkler 112 Sprinkler 113 Sprinkler 115 Sprinkler Sp 6 --p 18.13 13.00 5.6 -----.--20.84 21.74 13.00 13.00 5.6 5.6 ------24.82 26.66 13.00 13.00 5.6 5.6 19.641 22.670 28.75 13.00 5.6 26.364 Sprinkler 117 cl> Most Demanding Sprinkler Data 28.86 13.00 5.6 & @ M.E.P.CAD, Inc. of AutoSPRINK@ VR5 v5.1.32 U4 //U//-UUO 4.44.101-IVI uy '7 u • • 11: 1 ©M.E.P.CAD,Inc. gumuluo mlrvnvvrnaVJ..- 8��9 �- �������. �' t, Job Number: 2008 r� � - Report Description: 1ST. -20 FI. Design Area Light Hazard Pipe.Type , Diameter Flow ___- Veloci�.____ HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor - Pt Pn --------- - - - - -- --------------- - Fittings Eq. Length Summary U stream Total Len th o•••••RouteI. BL _ _ _ 1.0800 Q =14.82 5.19 C =120 0.064825 10' -6' Pf 1.204 101 15' - -0" q =14.82 K =5.6 7.000 -___ ______ Spr(- 7.000) 8' -1' Pe 20 15' -0" 8.204 E(2'- 3'/2' "), T(5' -9 ") 18' -7' Pv BL _ 1.0800 _ _ - Q =30.52 10.69 C =120 0.246850_._________ 4' -4' Pf 1.070 20 15' -0" _ __ 8.204 -_ _ -_. -- Pe 102 15' -0" 9.273 4' -4' Pv BL _ 1.4080 Q =47.58 -------- 9.80 C =120 0.154214 2' -4' Pf 1.380 102 15' -0" q =17.05 - - - --- K =5.6 9.273 ----------------- - - - - -- Spr(- 9.273) 6' -7%2' Pe 21 15' -0" 10.653 T(6'- 7'/2' ") 8' -11 %2' Pv - - - -- _ . - 1.4080 _... - -._ -_ Q= 65.26_- 13.45 C =120 2' -9%2' Pf 0.775 21 1 5' -0" - 10.653 _ _0.276710____.- _______._._____- Pe 22 15' -0" 11.428 2' -9%2' Pv BL_ 1.6390 _- _ -___- Q =83.39 _ 12.68 C =120 0.207822___ 7' -2%2' Pf 1.496 22 15' -0" 11.428 _ _ _ _ _ Pe 23 15' -0" 12.925 7' -2%2 Pv BL_. _._ ._- _ 1.6390 -- Q= 117.67 17.89 C =120 0.393000 4' -6' Pf 1.769 Pe -0.063 23 15' -0" - 12.925 - - - - - -- -- - 103 15' -1 %2" 14.631 4' -6' Pv B_L _____________ 2.1040 __ Q= 139.09 12.84 C =120 10' -0'� Pf 1.587 903 15' -1%2' q =21.42 K =5.6 ___0.158681 14.631 Spr(- 14.631) Pe 104 15' -1'/2" 16.218 10' -0' Pv - B�.-- _______ - - - - -- _2.1040- - - - - -- Q =161_64_ 14.92- =120 0_209532---- 10' -0' Pf 2.095 104 15' -1 %2" q =22.55 - - - - K =5.6 -C - - 16.218 - - -- - - - - -- - - - -- , - - - - -- Spr(- 16.218) Pe 105 15' -1'/2" 18.313 10' -0' Pv BL _ _____ ___ 2.1040 ___ Q= 185.61___ 17.13 C =120 0.270596 4' -6' Pf 4.165 105 15' -1%' q =23.96 __ K =5.6 18.313 _____ ____ ____ Spr(- 18.313) 10' -11' Pe 0.063 24 15' -0" 22.541 POG O' -11 ") 15' -4% Pv CM 3.3140 Q= 185.61 C =120 0.029610 2' -0' Pf Pe 0.059 _6.90 __ 24 15' -0" 22.541 25 15' -0" 22.600 2' -0' Pv CM ---- .-- 3.3140 _15' Q= 212.02 7.89 C =120 0.037874 8' -0' Pf 0.303 25 -0" -- 22.600 - -- - - - - -- Pe 26 15' -0" 22.903 8' -0' Pv CM 3.3140 Q= 279.42 10.39 C =120 0.063112 2' -0' Pf 0.126 26 15' -0 -- - -- - - -- 22.903 - - - - -- Pe 27 15' -0" 23.029 2' -0' Pv CM 3.3140 Q= 306.08 11.38 C =120 0.074704 10' -0' Pf 4.010 27 15' -0" 23.029 43' -8' Pe 28 15' -0" 27.039 2T(21' -10 ") 53' -8' Pv CM 3.3140 Q= 334.84 12.45 C =120 0.088203 T -0' Pf Pe 0.265 28 15' -0" 27.039 29 15' -0" 27.304 T -0' Pv CM 3.3140 Q= 363.70 13.53 C =120 0.102780 - - - -- 117' -6' Pf 14.321 29 - ... -- ... - 15' -0" - -- - - - - -- 27.304 _ --- - - -- 21' -10' Pe 30 15' -0" 41.625 3LtE(T- 3'/i') 139' -4' Pv FM 4.3100 Q= 363.70 8.00 C =120 0.028584 14' -0' 8' -4%2' Pf Pe 0.639 0.000 - 30 ....- - -... --- 15' -0 " - -- - - - 41.625- - - -- 31 15' -0" 42.264 LtE(8'- 4'/i') 22' -4'/2 Pv FR 4.3100 Q= 363.70 8.00 C =120 0.028584 13' -0' Pf Pe 0.372 5.636 ____ _ 31 15' -0" 42.264 32 2' -0" 48.272 13' -0' Pv B_ L 6.6200 Q= 363.70 3.39 C =140 0.002658 5' -0' Pf 0.062 32 2' -0" 48.272 18' -4' Pe 2.168 33 -3' -0" 50.501 LtE(18' -4 ") 23' -4' Pv UG 5.8800 Q= 363.70 4.30 C =150 0.004168 94' -7%2' 11' -8' Pf Pe 0.443 _ 33 -3' -0" 50.501 34 -3' -0" 50.944 LtE(1 V -8 ") 106' -4' Pv UG 6.2800 Q= 363.70 3.77 C =140 0.003436 ____-- __- .____.__ 5' -0' 14' -2' Pf Pe 0.066 -2.168 _ 34 -3' -0" 50.944 35 2' -0" 48.843 LtE(14' -2 "), BFP, S 19' -2' Pv Ga•••••Route2••••• BL 1.0800 Q =15.71 5.50 C =120 0.072215 ___ -_ 4' -8' Pf 0.337 _ __._-- _ -____ 106 __ _ 15' -0" - q =15.71 K =5.6 7.867 Spr(- 7.867) Pe 20 15' -0" 8.204 4' -8' Pv ep•••••Route3••••• B_ L 1.0800 Q= 16.80 5.89 C =120 _0.081834- .- - - -___ 9' -0' Pf 0.737 107 15' -0" q =16.80 K =5.6 9.005 Spr(- 9.005) Pe 108 15' -0" 9.742 9' -0' Pv BL.._ 1.0800__-- =34.28____. 12.01 C =120 0.306044.._- .._..._ -__ -_- ... .. 2' -4' Pf 3.183 - ...._-- ..__ -_ -_. 108 _. --- __ 15' -0" --_Q -- q =17.48 -- K =5.6 - 9.742 _- Spr(- 9.742) 8' -1' Pe 23 15' -0" 12.925 E(2'- 3'/z'), T(5' -9 ") 10' -5' Pv ia•••••Route4••••• (p,1, © M.E.P.CAD, Inc. ��AutoSPRINKO VR5 v5.1.32 04/20/2008 4:42:15PM Page 4 & © M.E.P.CAD, Inc. �JjAutoSPRINK@ VR5 v5.1.32 u41zuizuu6 4:4z: iarroi rays Job Number: 2008 -20 Report Description: 1ST. Fl. Design Area Light Hazard Pipe Type_ _ Diameter _ Flow Velocity HWC Friction Loss _ _ _ Length Eq. Length I Pressure ISurnmary Downstream Elevation Discharge K- Factor Pt Pn Fittings Upstream Total Length BL - - -- - 1.0800 - - - -- Q= 17.68_ 6.19 C =120 0.089908 T -7%2 Pf Pe 0.684 109 15' -0" q =17.68 K =5.6 9.969 Spr(- 9.969) 21 15' -0" 10.653 7' -7 %z' Pv v••••• Route 5••••• BL . -.___ ___, -. -_ _ . _ __1.0800 Q= 18_13_ 6.35 C =120 0.094172 4' -3' /i Pf 0.947 110 15' -0.. -. -_ q =18.13 K =5.6 10.482 ----- - - - - -- - -- - - - - -- - -- -- Spr(- 10.482) _ - _ __ ._. 5' -9' Pe 22 15' -0" 11.428 T(5' -9 ") 10' -0' /i Pv o••••• Route 6••••• BL 1.0800Q =20.84- 7.30 C =120 0.121877 10' -0' Pf 1.219 111 15' -0" -_ -_ -_ - q =20.84 K=5.6 13.852 _ Spr(- 13.852) _ J Pe 112 15' -0" 15.071 10' -0' Pv BL _.. .112 __ -- ---- 1.0800 - Q =42.58 -- 14.91 C =120 0.457031 10' -0' Pf Pe 4.570 _- - -- - - - - -- - -- - - -- -- - _ _ _ _ 15' -0" - - - q =21.74 K =5.6 15.071 Spr(- 15.071) 113 15' -0" 19.641 10' -01" Pv BL 1.4080 Q =67.40 13.89 C =120 0.293751 4' -6' Pf 3.262 113 - - - 15' -0" - - -- q =24.82 - -- K =5.6 19. 641 - Spr(- 19.641) - - - - 6'-T /2 Pe 26 15' -0" 22.903 PO(6' -7%2') 11' -1' /z' Pv v••••• Route 7••••• BL 1.6390 Q =26.41 4.02 C =120 0.024776 5' -6' Pf 0.353 114 _ _.. _ . _ - _ ._ 5' -0" q= 26.41 - - - K =5.6 - - -- -- 22.247 - - -- -Spr(- 22.247) -- __ . _ _ _ _- _ 8' -8 %s' Pe 25 15' -0" 22.600 PO(8'- 8'/2') 14' -3' Pv v••••• Route 8••••• BL 1.6390 Q =26.66 4.05 C =120 0.025211 5' -6' Pf 0.359 115 _ - __ _._ - -- _ _ ----- 15' -0" - - - - -q -26.66 K =5.6 -- -- 22.670 __Spr(- 22.670) -- -- 8' -8%z' Pe 27 15' -0" 23.029 PO(8'- 8' /2') 14' -3' Pv Q& ••••• Route 9••••• BL 1. 4080_.. =28_75- =120 0.060750____ 4' -6'1 Pf 0.675 _ 116 _ -- - -.. 15' -0" -_Q -__ - -- -.5.92 q =28.75 K =5.6 _C _ - 26.364 - - -- _ ___._ __ Spr(- 26.364) __ _ . _ 6' -7 %:'j Pe 28 15' -0" 27.039 PO(6'- 7'/z') 11' -1%:' Pv ia ••••• Route 10••••• BL 1.4080 Q =28.86 5.95 C =120 0.061171 - _..- 5' -6' Pf 0.742 - 117 15'-0" - _._._- q =28.86 _ K =5.6 - 26.562 -- .Spr(- 26.562) - -- 6' -7%2' Pe 29 15' -0" 27.304 7' /z ") 12' -1 %z' Pv {PO(6'- / Actual Inside Diameter \ 4'87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter = Factor J Multiplying Factor 0.713 1.16 - _ 1.33 1.51 & © M.E.P.CAD, Inc. �JjAutoSPRINK@ VR5 v5.1.32 u41zuizuu6 4:4z: iarroi rays 111 ''•1 "b'� , Job Number: 2008 -20 a Report Description: 1ST. Fl. Design Area Light Hazard Pipe Type, Diameter _ _ Flow_ Velocity_____ HWC_ Friction Loss Length I Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length ISummary Upstream 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 BaIV Ball Valve DR Drop Velocity fps BFP Backflow 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 11Y,,° Elbow Ee2 22%2° Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg 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 & © M.E.P.CAD, Inc. jj AutoSPRINK® VR5 v5.1.32 04/20/2008 4:42:15PM Page 6 d& © M.E.P.CAD, Inc. M AutoSPRINK@ VR5 v5.1.32 04/20/2008 4:42:15PM Page 7 I . UF I Job Number: 2008-20 & @ M.E.P.CAD, Inc. M AutoSPRINK@ VR5 v5.1.32 04/2U/2UU8 4:42:iom rage b Supply at Node 35 100 90 7: 80 70 60 Static Pressure 60.000 Z CL 50— - L-.463.70 with 63.70 @ 48.843 hose strearns- CL 40— 1040.00 @40.000 30— Istern demand curve 20 10 If I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 0 Q150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpirn Hydraulic Graph Supply a.t_ Node '35_'__ -- -------- - - - Slalic Pressure 00" Residual -P–ressur Test Conducted By 1040.00 @ 40.000 Absolute Fire Sprinklers Of Orlar Available AlessureT*i'me of Test Data of Test Time of Tesl 55.512 @ 463.70 4-14-08 System Demand 363.70 @ 48.843 System _Darn_ Demand (Including -How, _AJ1__ -m- a-) Hyd—t Elevation 463.70 @ 48.843 2'-0" & @ M.E.P.CAD, Inc. M AutoSPRINK@ VR5 v5.1.32 04/2U/2UU8 4:42:iom rage b