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CERT OF OCCUCITY OF BOYNTON BEACH P.O. BOX 310 BOYNTON BEACH FL 33425 00-t450 CERTIFICATE OF COMPLETION PERMANENT Issue Date ...... 5/02/02 Parcel Number ..... Property Address Subdivision Name Legal Description Property Zoning .... 08-43-45-17-09-000-0360 1101 NW 22ND AVE BOYNTON BEACH FL 33426 QUANTUM PARK AT BOYNTON BEACH PL 3 LT 36 PLANNED INDUSTRIAL DEV. Owner ......... GATEWAY BUSINESS PARK L.C. Contractor CATALFUMO CONSTRUCTION, INC. 561 471-0338 Application number Description of Work Construction type Occupancy type .... Flood Zone ...... Special conditions Approved 00-00001450 000 000 WAREHOUSE TYPE IV/UNPROTECTED STORAGE C FLOOD ZONE/MIN FLOODING BUILDING #1 QUANTUM BUSINF2AS CENTER VOID UNLESS SIGNED BY BUILDING OFFICIAL August 8, 2001 City of Boynton Beach Building Department 100 E. Boynton Beach Blvd. Boynton Beach, Florida 33425 Attention: Don Johnson, Building Official Re: Gateway Bldg. 1 3700 Quantum Blvd. Permit No.' 00-1450 -62OO21 DFPAP~TK,'rFNT OF DEVE'I pr', ,- Dear Sir: This is to certify that we have inspected the following elements of the above referenced building: footings, slab on grade, tilt wall panels including erection and welded connections, structural steel columns, girders and bar joists, including bolted and welded connections, corrugated roof decking, including screws and welds, exterior stairs, loading docks, ramps and aprons, dumpster enclosure, roofing system, including lightweight concrete, insulation, built-up roofing, and flashing. To the best of our knowledge and belief, all work has been performed in accordance with the permitted documents and the Standard Building Code, 1997 Edition. Sincerely, G,~lnternational Paul R Margolies~ P.E."' Registered Engineer #19350 State of Florida Environmental Geotechnica[ Structural Design Construction Materials Testing ThreshoM and Special [nspections Corporate Office 442 N.W. 35th Street Boca Raton, FL 33431 (561) 347-0070 (561) 347-0809 Fax Satellite Ofl~ce9 in ~upiter and Islamorada Web sile: www. gfa-int].com Gulf Coast Office Central Florida Office 5752 Corporation Circle 11310 S. Oranse Blossom Trail Fort Myers, FL 33905 Suite 200 (941) 489-2443 Orlando, FL 32837 (941) 489-3438 Fax {800) 226-8522 This is to certify that we have inspected the following elements of the above referenced building: footings, slab on grade, tilt wall panels including erection and welded connections, structural steel columns, girders and bar joists, including bolted and welded connections, corrugated roof decking, including screws and welds, exterior stairs, loading docks, ramps and aprons, dumpster enclosure, roofing system, including lightweight concrete, insulation, built-up roofing, and flashing. To the best of our knowledge and belief, all work has been performed in accordance with the permitted documents and the Standard Building Code, 1997 Edition. Sincerely, G/EA~ International August 8, 2001 City of Boynton Beach Building Department 100 E. Boynton Beach Blvd. Boynton Beach, Florida 33425 Attention: Don Johnson, Building Official Re: Gateway Bldg. 1 3700 Quantum Blvd. Permit No.: 00-1450 Dear Sir: This is to certify that we have inspected the following elements of the above referenced building: footings, slab on grade, tilt wall panels including erection and welded connections, structural steel columns, girders and bar joists, including bolted and welded connections, corrugated roof decking, including screws and welds, exterior stairs, loading docks, ramps and aprons, dumpster enclosure, roofing system, including lightweight concrete, insulation, built-up roofing, and flashing. To the best of our knowledge and belief, all work has been performed in accordance with the permitted documents and the Standard Building Code, 1997 Edition. Sincerely, G~lnternational Paul R Mar.~olies.. P.E."' ~/F'z"~''~- Registered Engir~eer #19350 State of Florida Environmental Geotechnica[ Structural Design Construction Materials Testing ThreshoLd and Special ~nspecfions Corporate Ofllce 442 N.W. 35th Street Boca Eaton, FL 33431 (561) 347-0070 (561) 347-0809 Fax Satellite Offices in Jupiter and Islamorada Web site: www.§fa-inQ.com Gulf Coast Office 5752 Corporation Circle Fort Myers, FL 33905 (941) 489-2443 (941) 489-3438 Fax Central Florida Office 11310 S. Orange Blossom Trail Suite 200 Orlando, FL 32837 (800) 226-8522 August 8, 2001 City of Boynton Beach Building Department 100 E. Boynton Beach Blvd. Boynton Beach, Florida 33425 Attention' Don Johnson, Building Official Re: Gateway Bldg. 1 3700 Quantum Blvd. Permit No.: 00-1450 Dear Sir: This is to certify that we have inspected the following elements of the above referenced building: footings, slab on grade, tilt wall panels including erection and welded connections, structural steel columns, girders and bar joists, including bolted and welded connections, corrugated roof decking, including screws and welds, exterior stairs, loading docks, ramps and aprons, dumpster enclosure, roofing system, including lightweight concrete, insulation, built-up roofing, and flashing. To the best of our knowledge and belief, all work has been performed in accordance with the permitted documents and the Standard Building Code, 1997 Edition. Sincerely, G F/..A~ International Paul P,. ~aCgolies, P.E.'~~ Registered Engineer #19350 State of Florida Environmental Geotechnica[ Structura[ Design Construction MateriaLs Testing Threshold and Spedat Znspections Corporate Office 442 N.W. 3$th Street Boca Retort, FL 33431 (561) 347-0070 (561) 347-0809 Fax Satellite Offices Jn Jupiter and Islamorede Web site.' www. gfa-bztl.com Gulf Coast Office 5752 C~rporation Cb'cie Fort Myers, FL 33905 (041) 489-2443 (941) 489-3438 Fax C~mtr~l Florida Office 11310 S. Orange Bio.om '1~I Suite 200 Orl~ado, FL 32837 (800] 226-8522 00-1450 August 8, 2001 City of Boynton Beach Building Department 100 E. Boynton Beach Blvd. Boynton Beach, Florida 33425 Atten: Don Johnson, Building Official Re: Gateway Bldg. 1 3700 Quantum Blvd. Permit No.: 00-1450 Dear Sir: This is to certify that we have inspected the following elements of the above referenced building: footings, slab on grade, tiltwall panels including erection and welded connections, structural steel columns, girders and bar joists, including bolted and welded connections, corrugated roof decking, including screws and welds, exterior stairs, loading docks, ramps and aprons, dumpster enclosure, roofing system, including lightweight concrete, insulation, built-up roofing, and flashing. To the best of our knowledge and belief, all work has been performed in accordance with the permitted documents and the Standard Building Code, 1997 Edition. Sincerely, F~jln~ernationa, _. Paul R. Margolies, P.E. ~z:/')-/'// Registered Engineer #19350 State of Florida Environmental 6eotechnica! Structura! Design Construction Materials Testing Threshold and Special Inspections Corporate Offce 442 N'.W, 35th Street Boca Ratou, FL 33431 I561) 347-0070 {561} 347-0809 Fax Satellite Offices in Jupiter and Islamorada Web site: www. gfa-intl.com Guffcoast Offce 5752 Corporstiou Circle Fort Myers, FL 33905 (941) 489-2443 (941) 489-3438 Fax Central Florida Offce 11310 S. Orange Blossom T~ail Suite ;~00 Orlando. FL 32837 (800) 226-8522 TERMITE & PEST INC.. "Member Florida Pest Control Association' 2669 Forest Hill Blvd., Suite 230 West Palm Beach, FL 33406 561-964-4662 · Fax 561-439-5258 00-1450 FINAL LETTER OF CER TIFICA TION This is a letter of certification for soil pre-treatments for the control of subterranean termites. Chemical used' 0.06°.4 Termidor This property known as: Quantum Located at: 3700 Quantum Boulevard, Boynton Beach, Florida Area Treate& 142,000 sq._fi. This structure has received a complete treatment for the prevention of subterranean termites pursuant to Florida stature #482-226(6). Treatment is in accordance with rules and laws as established by the Florida Department of Agriculture and Consumer Service. Vertical spraying done according to label specifications. Celso Saenz, President Southeastern Termite & Pest, Inc. West Palm Beach (560964-4662 DeerfieM Beach (954)360-9014 Date "Member of the Better Business Bureau" A FULL SERVICE PEST CONTROL COMPANY &nee 19~ CompOnent. Performance Method for Commercial Buildings Form 400B-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME BUILDING NO. 1 QUANTUM ADDRESS: --BOYNTON BEACH --FLORIDA OWNER: --PREMIER ASSET MANAGEMENT AGENT: PERMITTING OFFICE: _Boynton Beach CLIMATE ZONE: 8 PERMIT NO: JURISDICTION NO: 601400 BUILDING TYPE: _Factory - Industrial CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: Shell Building. CONDITIONED FLOOR AREA: 0 MAX. TONNAGE OF EQUIPMEN~ PER SYSTEM: NUMBER OF ZONES: 1 COMPLIANCE CALCULATION: METHOD B DESIGN ENVELOPE PERFORMANCE 38.11 OTHER ENVELOPE REQUIREMENTS LIGHTING INTERIOR LIGHTING 0.00 LIGHTING CONTROL REQUIREMENTS COOLING EQUIPMENT HEATING EQUIPMENT AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. No Ducts 0.00 REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS CRITERIA 77.51 0.00 RESULT PASSES PASSES PASSES HVAC EQUIPMENT 0.00 N/A COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the F Iorida Energy E f~c~ency Code. PREPARED BY: _ DATE: 7-~-~O I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER/AGENT: DATE: I hereby certify(*) that the Energy Efficiency Code. SYSTEM DESIGNER ARCHITECT : ME CHANI CAL: j~.~. ~ r~t Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: Component Performance Method for Commercial Buildings 00-1450 Form 400B-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME BUILDING NO. 1 QUANTUM ADDRESS: --BOYNTON BEACH FLORIDA OWNER: PREMIER ASSET MANAGEMENT AGENT: PERMITTING OFFICE: _Boynton Beach CLIMATE ZONE: 8 PERMIT NO: JURISDICTION NO: 601400 BUILDING TYPE: _Factory - Industrial CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: Shell Building. CONDITIONED FLOOR AREA: 0 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: NUMBER OF ZONES: 1 COMPLIANCE CALCULATION: METHOD B DESIGN ENVELOPE PERFORMANCE 38.11 OTHER ENVELOPE REQUIREMENTS LIGHTING INTERIOR LIGHTING 0.00 LIGHTING CONTROL REQUIREMENTS COOLING EQUIPMENT HEATING EQUIPMENT AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. No Ducts 0.00 REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications cove~.ed by this calcu- lation are in compliance with the Florida Energy ~y~z~cy Code. PREPARED B~~~ I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER/AGENT: DATE: CRITERIA 77.51 RESULT PASSES PASSES 0.00 PASSES HVAC EQUIPMENT 0.00 Review of the l~a speclzlca- this tions covere~ by calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: , . DATE: !{~? O0 "' .... I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER A/~CHITECT :~,~ _. MECHANICAL ~;~/F~ ~ REGISTRATION/ STATE ~NKLER$, INC. ' ~zz/zzgk~ FIRE PUMP TEST LOCATION: Quantum Business ADDRESS: 3700 Q,_,~u~,,m P, lvd ~cymtom Be~r-h FT Center TEST DATE: 8/31/01 PUMP MAKE: Fairbanks S/A/: B!_276684 DRIVER Morse NAME P LATE DATA MODEL: GPM:i 000 PSI: 1 o 8 RPM: j 3 b 0 MAKE: ' Marathon HP: 100 MOOED 8VB365TSTDS40258P VOLTS: 230/460 ~PM: 3550 *FRAM~ 365TS ENCL: AMPS: 2/-,0/120 CONTROL MAKE: Hubbel ~,~/~V: A-1t2063-1-1 ALe: MODEL' L~X- 1200 VOLTS: 480 TYP~:- TRANSFER S'vI,,?TCH:. NO FIELD TEST DATA verst I RPM t OrSC~ 4'6 ' ~V t35761172 ~/~ I ~ '472 t iU) ,477 I lO/ 419 il3 472 108 Ay6 i 109 /PQ I llq I SUeTI NET I I I i 125 t · 1000 150% MERCUROID SE'FTINGS FIR._~_~E PUMP I JOC~_.~ PUMP ~ I ©F= t ©N 142i ~6o I/3 .~' / ~;J' 1534 N.W. 1st Avenue. Boca Ratcn, Florida 33432. (561) 393--6718 Fa.:< (~61) 393-698-6 · 442 NW 35th Street · Boca Raton, FL 33431 · (561) 347-0070 SOIL DENSITY TEST REPORT PAGE 1 of 4 Method of Test: In Place - Nuclear Method Date: 01/30/01 Sampled By: Dan Pridgen Job No: D-015 Client: Premier Asset Management Reported To: Client Project Name and Location: Gateway Business Center Permit #1450 3700 Quantum Blvd. Boynton Beach, FI. RESULTS I Slab on Grade L East Area East Area East Area East Area East Area O Northwest Northwest Northwest Northwest Northwest C Quadrant Quadrant Quadrant Quadrant Quadrant A Northwest Southwest Southeast Northeast @ Center T Section Section Section Section I O N Elevation Finished Grade Probe Depth 12" 12" 12" 12" 12" % Moisture 5.0 5.5 4.8 3.6 4.9 Wet Density 107.9 106.6 105.4 107.3 109.6 Dry Density 102.8 101.0 100.6 103.6 104.5 Proctor Value 104.1 104.1 104.1 104.1 104.1 Optimum Moisture 11.5 11.5 11.5 11.5 11.5 % Compaction 98.8 97.0 96.6 99.5 100.4 Spec. Required 95% 95% 95% 95% 95% Results Pass Pass Pass Pass Pass  Submi ? ~-~_~. ,~ 01/30/01 ¥ ENVIRONMENTAL' GEOTE"~I~--~-~I~i_~_.[.S~q;ES~'|I~G° THRESHOLD INSPECTIONS' STRUCTURAL DESIGN BOCA RATON · FT. MYERS'" ~VEST PALM BEACH · JUPITER SOIL DENSITY TEST REPORT PAGE 2 of 4 Method of Test: In Place - Nuclear Method D ate: 01/30/01 Sampled By: Dan Pridgen Job No: D-015 Client: Premier Asset Management Reported To: Client Project Name and Location: Gateway Business Center Permit #1450 3700 Quantum Blvd. Boynton Beach, FI. RESULTS I Slab on Grade L East Area East Area East Area East Area East Area O Northeast Northeast Northeast Northeast Northeast C Quadrant Quadrant Quadrant Quadrant Quadrant A Northwest Southwest Southeast Northeast @ Center T Section Section Section Section I O N Elevation Finished Grade Probe Depth 12" 12" 12" 12" 12" % Moisture 3.5 4.9 4.1 3.9 4.0 Wet Density 105.6 107.4 106.2 107.4 104.0 Dry Density 102.0 102.4 102.0 103.4 100.0 Proctor Value 104.1 104.1 104.1 104.1 104.1 Optimum Moisture 11.5 11.5 11.5 11.5 11.5 % Compaction 98.0 98.4 98.0 99.3 96.1 Spec. Required 95% 95% 95% 95% 95% Results Pass Pass Pass Pass Pass .... ~ LUu: ~ 01/30/01 , / ENVIRONMENTAL ° GEOTECHNICAL ° MATERIALS TESTING · THRESHOLD INSPECTIONS · STRUCTURAL DESIGN BOCA RATON ° FT. MYERS · WEST PALM BEACH · JUPITER SOIL DENSITY TEST REPORT PAGE 3 of 4 Method of Test: In Place - Nuclear Method Date: 01/30/01 Sampled By: Dan Pridgen Job No: D-015 Client: Premier Asset Management Reported To: Client Project Name and Location: Gateway Business Center 3700 Quantum Blvd. Boynton Beach, FI. Permit #1450 RESULTS I Slab on Grade L East Area East Area East Area East Area East Area O Southwest Southwest Southwest Southwest Southwest C Quadrant Quadrant Quadrant Quadrant Quadrant A Northwest Southwest Southeast Northeast @ Center Section Section Section Section T I O N Elevation Finished Grade Probe Depth 12" 12" 12" 12" 12" % Moisture 3.6 3.1 3.9 4.8 4.1 Wet Density 107.7 105.0 107.0 108.5 106.9 Dry Density 104.0 101.8 103.0 103.5 102.7 Proctor Value 104.1 104.1 104.1 104.1 104.1 Optimum Moisture 11.5 11.5 11.5 11.5 11.5 % Compaction 99.9 97.8 98.9 99.4 98.7 Spec. Required 95% 95% 95% 95% 95% Results Pass Pass Pass Pass Pass Submi~e~~. j 01/30/01 ENVIRONMENTAL ° GEOTECHNICAL' MATERIALS TESTING ° THRESHOLD INSPECTIONS · STRUCTURAL DESIGN BOCA RATON ° FT. MYERS · WEST PALM BEACH ° JUPITER SOIL DENSITY TEST REPORT PAGE 4 of 4 Method of Test: In Place - Nuclear Method Date: 01/30/01 Sampled By: Dan Pridgen Job No: D-015 Client: Premier Asset Management Reported To: Client Project Name and Location: Gateway Business Center Permit #1450 3700 Quantum Blvd. Boynton Beach, FI. RESULTS I Slab on Grade L East Area East Area East Area East Area East Area O Southeast Southeast Southeast Southeast Southeast C Quadrant Quadrant Quadrant Quadrant Quadrant A Northwest Southwest Southeast Northeast @ Center Section Section Section Section T I O N Elevation Finished Grade Probe Depth 12" 12" 12" 12" 12" % Moisture 5.1 3.8 4.4 4.1 4.7 Wet Density 108.6 106.8 106.2 107.1 108.9 Dry Density 103.3 102.9 101.7 102.9 104.0 Proctor Value 104.1 104.1 104.1 104.1 104.1 Optimum Moisture 11.5 11.5 11,5 11.5 11.5 % Compaction 99.2 98.8 97.7 98,8 99.9 Spec. Required 95% 95% 95% 95% 95% Results Pass Pass Pass Pass Pass ENVIRONMENTAL · GEOTECHNICAL · MATERIALS TESTING · THRESHOLD INSPECTIONS · STRUCTURAL DESIGN BOCA RATON ° FT. MYERS · WEST PALM BEACH · JUPITER April 30, 2002 Desi? Elecaical ConsWaofioa Inc. 1002 5.E. 1st Stleet Boyaton Bzaoh, Florida 3:t435 Subject: Quaa~ Busim~ Center Photometrics, Permit 0001450 At~: Mr. Steam Livetgood I ha~'e reviemed the submittal point by poi~ li~ng analysis for the subject p~ect, took r~dings at the job site on 4-24, 2002 ami it's our opinion they mezt or z,xc~d the detdgned fight leveda. · S'~ly, _ August 8, 2001 City of Boynton Beach Building Department 100 E. Boynton Beach Blvd. Boynton Beach, Florida 33425 Atten: Don Johnson, Building Official Re: Gateway Bldg. '1 3700 Quantum Blvd. Permit No.: 00-1450 Dear Sir: This is to certify that we have inspected the following elements of the above referenced building: footings, slab on grade, tiltwall panels including erection and welded connections, structural steel columns, girders and bar joists, including bolted and welded connections, corrugated roof decking, including screws and welds, exterior stairs, loading docks, ramps and aprons, dumpster enclosure, roofing system, including lightweight concrete, insulation, built-up roofing, and flashing. To the best of our knowledge and belief, all work has been performed in accordance with the permitted documents and the Standard Building Code, 1997 Edition. Sincerely, GFA4n{ernational Paul R. Margolies, P.E. 4~/'3-¢/¢ Registered Engineer #19350 State of Florida Environmental Geotechnica[ Structural Design Construction MateriaLs Testing Threshold and Special Inspections Corporate Office 442 N.W. 35th Street Boca Raton, FL 33431 (561) 347-0070 (561) 347-0809 Fax Satellite Offices in Jupiter and Islamorada Web site: www. gfa-intLcom Gulf Coast Office 5752 Corporation Circle Fort Myers, FL 33905 (941) 489-2443 [941) 489-3438 Fax Central Florida O~ce 11310 S. Orange Blossom T~ail Suite 200 Orlando, FL 32837 (800) 226-8522 FAIRBANKS MORSE Pump Corporation COPIES OF COMPLETE SUBMITTAL BROCHURES QUANTUM PARK SUMMERS FIRE PROTECTION, INC. 1534 NW 1 AVENUE BOCA RATON, FLORIDA 33432 561-393-6718 PO NUMBER VERBAL FJ2377A MARCH 2, 2001 CATALFUMO RECEIVED MAR 1 2 2001 THIS ORDER IS ON HOLD FOR APPROVAL AND WILL NOT BE RELEASED FOR PRODUCTION UNTIL ONE COPY OF THE SUBMITTAL HAS BEEN APPROVED AND RETURNED TO THIS OFFICE. i-~:~ ~: i?: ~'~i '~r~'~,-""~"-i'~ SUBMITTAL PREPARED BY GPM, INC. 561-391-3377 MAR 2 6 200~ CORR[CT£0 F'IL£ COPY G P ~l~ A South Florida Corporation Representing Fairbanks Morse Fire Pumps Fairbanks Morse Packaged Fire Pump Systems Email: Hansongom~aol.com Phone: 561-391-3377 Fax: 561-391-4005 Cell Phone: 305-794-9555 March 2, 2001 Summers Fire Sprinklers, Inc 1534 NW 1 Avenue Boca Raton, Florida 33432 Attention: Juan File Number: Quantum Park Warehouse FJ2377A On behalf of Fairbanks Morse Pump Company, GPM, Inc. offers the following submittal data for your approval. One Fairbanks Morse Electric Fire Pump Model 5"1822CF to produce 1000 GPM at 108 PSI, 249 FT TDH, 3560 RPM, 460/60/3, 100 HP, ODP, UL Listed motor. Shut off head is 125 PSI. Horizontal split case, John Crane packing. Two piece bronze glands, impeller, wear rings and sleeves, steel base, coupling and guard, Class 250 Casing relief valve, Class 250 Automatic air release valve, and Class 250 Gauges, Hubbell Across the Line Control Panel model LX 1200, 100,000 AIC, NEMA 2 Enclosure. Items marked with an (X) are also included. (X) Contacts for Alarm Panel (X) UL Listed (X) FM Approved (X) 6" Suction Flange (X) 5" Discharge Flange (X) 425 PSI Case Working Pressure (X) UL/FM Name Plate (X) 3 Sets I.O.M. Manuals (X) Class 250 6" Test Header FOB factory freight allowed. Allow 6 weeks for shipment. Prices will remain in effect for 30 days. Purchase orders shall be made out to Fairbanks Morse, care of GPM, and, subject to Fairbanks Morse Pump Company's standard terms and conditions. (X) 4 - 2 ½" Valves, Caps and Chains (X) Manual or Automatic Stop (X) Class 250 W' Casing Relief Valve for Jockey Pump (X) Fairbanks Morse Model F391-9, 2 lip J~l~ Pump (X) 2 HP UL Hubbell LX 600 Panel with 3 ..... h ( ) Automatic 'rranster ~vntc (X) Class 250 PSI Discharge Flange (X) Certified Pump Test (X) Thanks! ?'~ GPM, Inc. 4260 NW 1 Avenue Suite 48 Boca Raton, Florida 33431 MAR 2 6 2001 CORRECTED FILE CON BUILD!~4G D, 42 Application & Reference Data SUGGESTED EQUIPMENT ARRANGEMENT - HORIZONTAL FIRE PUMPS "~"~'~;-'-" I ~ . , . .q I' ~ ' ~LvE / ~ I ~ ' ~E ~ ~ ~/~ AUTOMA~C ~NG C~R~ ~[S~NE 1. THIS ~AW,~ · ~T ~dECT TO CERTIFIC.TION FO, A ~ FIRE PUMP S~GESTED EQUIPMENT ;. t~/# ~c;-~4,;4 ARRANGEMENT nEY, OA~ ECN.O. C ~ ~ 25LYA2881A t0/1/00 FaVoank~ Morse Pum~ Horizontal Fire Pumps 67 Selection Table lx~O0 GPM :..~ '~ ,,2' .. Electdc Driven I~',~;;: =;:,¥c,~ ~ '~? . ~..~.-, / Pressure Required Motor HP Rating Pump Size Rating Pu (PSI) UL Listed & Horse &Model Home & Modef/'~_~ ~/~' Speed Power FM Speed Power Approved (RPM) (BHP) (RPM) (BHP) 95 2100 85 4"2823CF 2300 87 4"2823CF 97 3000 75 5"1822CF 100 1770 105 5"2824AF 1770 105 5"2824AF 100 1770 95 5"5824F 1770 95 5"5824F 100 1770 100 5"1824F 1750 100 5"1824F 2100 89 4"2823CF 96-100 2300 92 4"2823CF 3000 (1) 94 5"5876F 3000 79 5"1822CF 3300 84 5" 1822CF 75 3560 83 5"1822CF 3550 83 5"1822CF 3300 85 5"5876F 100 100 3550 86 5"5876F 3550 86 5"5876F 101 3300 96 5"1822BF 100 1770 ' 112 5"2824AF 1770 112 5"2824AF 100 1770 100 5"5824F 1770 100 5"5824F 100 1770 109 5" 1824F 1750 109 5"1824F 2100' 94 4"2823CF 2300 97 4"2823CF 101-105 3000 (1) 97 5"5876F 3000 84 5" 1822CF ~ 3300 90 5"5876F 3300 · 90 5"1822CF '3300 i00 5"1822BF 100 3550 91 5"5876F 3550 91 5"5876F 100 3560 88 5"1822CF 3550 88 _ 5"1822CF 125 1770 119 5"2824AF 1770 119 5"2824AF 100 1770 105 5"5824F 1770 105 5"5824F 125 1770 118 5"1824F 1750 118 5"1824F 2100 99 4"2823CF 2300 102 4"2823CF 106-110 3000 (1) 100 5"5876F 3000 91 5"1822CF 3300 95 5"5876F 3300 95 5"1822CF 3300 105 5"1822BF 100 3550 96 5"5876F 3550 96 5"5876F T,- 100 1770 113 5"5824F 1770 113 .,~,: 5"5824F' 125 1770 127 5"1824F 1750 127 5"1824F 2300 107 111-115 3000 (1) 102 5"5876F 3000 97 5' 3300 101 '~ _ 3300 100 5', 8a~ ;F ; 3300 110 5'~2~2 iF 100 3550 101 5"5876F 3550 101 100 3560 100 5"1822CF 3550 100 5'1822(:F Fairbanks Morse Pump DISCHAIGE CORRECTED F!LE CO¢'af 10/1/00 Falrbankl Morse Pump Horizontal Fire Pumps Assembly 1800F .f OUT ~OAR D / n\ CORRECTE~ F!~. E 10/t/00 Fairbanks MoM Pump Horizontal Fire Pumps Material Specification and Parts List Reference Number Description Material SpeCification 1 Plu~l Malleable iron Commercial 2 Plu~l Wrought Steel Commercial 6 Capscrew Wrought Steel Grade 5 Commercial 7 Capscrew Wrought Steel Grade 5 Commercial 8 Casin~l Cast iron A48-Class 30 9 Gasket Cellulose Fiber/Nitriie Commercial 10 Grease Fittin9 Steel Commercial 12 Plu~l Wrought Steel Commercial 18 Nut -* Brass Commercial 19 Washer Steel Commercial 20 Gland ClamP Cad Plated Steel Commercial 21 Gland Bronze B584-C83600 22 Swing Bolt Cad Plated Steel Commercial 23 Packin9 Synthetic Graphite Impre~l Commercial 24 Key Wrou~lht Steel Commercial 25 Capscrew Wrought Steel Grade 5 Commercial 26 Bearin~l Cap Cast Iron A48-Class 30 27 Pin Cad Plated Steel Commercial 28 Case Rin~l Bronze B584-C83600 29 Thread Protector Wrought Steel Commercial · 31 Capscrew Wrought Steel Grade 5 Commercial 32 Cartridcje Cap Cast Iron A48-Class 30 34 Gasket Steel/Nitrile Commercial 35 Retainin9 Rin9 Wro~Jght Sprincd Steel Commercial 36 Cartridge Cast Iron A48-Class 30 37 Grease Seal Steel/Nitrile Commercial 38 Bearin9 Steel Commercial 39 Slinkier Neoprene Commercial 40 Slinger Neoprene Commercial 41 Capscrew Wrought Steel Grade 5 Commercial 42 Cartridcje Cap Cast Iron A48-Class 30 43 Grease Seal Steel/Nitrile Commercial 44 Gasket Cellulose Fiber/Nitrile Commercial 45 Cartrid~le Cast iron A48-Class 30 46 Grease Seal Steel/Nitdle Commercial 47 Bearin9 Steel Commercial 48 Slinger Neoprene Commercial 52 Lantern R,ing Glass Filled Teflon Commercial 56 Bushing Bronze B584-C83600 57 Sleeve Bronze B584-C83600 58 O-Ring Buna-N Commercial 59 Impeller Bronze BSIN-C83600 62 O-Ring Buna-N. Commercial 63 Key Stainless Steel -E*Ai~P~j,I~ ~ 64 Sleeve Bronze I~,~-C~.3~. 0~.. / ~ ~:~.' ~ , 65 Shaft Steel .~At~I~DA5 ~ 66 Pin Cad Plated Steel II 67 Pin Cad Plated Steel Ii 68 Pin Cad Plated St=;~ 69 Casin~l Cast Iron 70 Drive Screw Brass Plated Steel 71 Nameplate Stainless Steel ,rial specifications are ASTM except where specified, and are for a descdpfion of c~li~ ~l~ry o (1) All material Fairbanks Morse PERFORMANCE-ELECTRIC MOTOR 5-17.$6 , 300 i- 2OO O !00 0 1200 t~O0 2000 2400 CAPACITY- G. P. M. 480 -r f...} 320 8O 0 403 8OO 1200 1600 2000 2400 CAPACITY- G, P. M. 1! 1822BF /- 3560 RPM 1000 GPM 120-200 PSI PC-123055 MAX. SPHERES- 5/8 IMP. PATT. NO. - 444A184 CASE PATr. NO. - 180A263 UPER (ALL) So 4il.lie 180A2~2 LOWER (4~il) $-4~3-11( m0A2~ LOWE~ (4~3) ]$1O 1! 1822CF 3560 RPM 1000 GPM 90-160 142 Horizontal Fire Pumps Setting Plans MOTOR FRAME HA HB HD HE HF H6 HH ~ZE DIA QTY C T 364TS 11 ~4 1S 71N 62 4 3/4 4 29 I I 16 ~ g 114 3MT 11 M 11; 71/2 ~ 4 3/4 4 ~ I I ~13/4 9114 38STS 11 64 16 7 lf2 ~2 4 3/4 4 3M'T 18 54 15 ? !f2 62 4 3/4 4 29 1 I ~e 3/4 O 1/4 404T~ 22 66 Il 01/2 Si 4 3/4 4 3e 1 $ 295~l 101/4 4MT 22 # 16 61/2 58 4 3/4 4 30 1 il 3254 101/4 406TS 2~ 60 16 9 lr2 ~1 4 3M 4 30 I 6 31 1;I 101/4 40b"T 22 ~0 16 01f2 SI 4 3/4 4 30 1 6 34t/8 101/4 Fairbanks Morse Pump FIRE PUMP ACCESSORIES DIMENSION DRAWINGS * ' HOSE VALVE MANIFOLD, HOSE VALVE, CAP AND CHAIN 277 250LB.- 500 G.P.M. 250LB.-750 6.P.M. r--(12) ~/~' DIA HOLES --.J L.--,t,.- T---(12) 1" DIA HOLES _..J J~_l.~. \ ,o. ,o..- o,A ,.c. -I I- '-"' \ ,o. ,,-.A,.c. //'- "i , ~ (4) 2V2' NPT HOLES ~----(6) 2~Z' N.P.T ~Q~ES= 250LB.-1000 O.P.M. 250LB.-1250. 1500 & 2000 O.P.M. ';i'j (FOR 3O00 & 5500 G.P.M. USE TWO (2) 8' X 6 H01E WITH CAP AND CHAIN RELEASE NUMBER DWO. NO. REV EC1-16915 IN0 2 250LB. HOSE uAN,~o,~s, VALVE WI ,::,,,~ ,,, c,-, ;~, 25LYA291; 284 FIRE PUMP ACCESSORIES DIMENSION DRAWING AIR RELEASE VALVES 1/2" NPT OUTLET ~ 4-3/4 , N'-~L~~.' !~'' 5-1/4 H YD ~'~ NPT INLET /4. ,;/ OR APPROVED EQUAL / USED WITH HORIZONTAL FIRE PUMPS WORKING PRESSURE UP TO 300 PS1 (FM APPRO~D.) .~8AD USED ~TH~CAL ~RB~ FIRE PUMPS ~RKING P~TO 500 P~ RELEA~ J REV NUMBER ECl -2~18. J ~O ~Fairban)s Mo~e ' ~p C~ FIRE PUMP AIR RELEASE : VALVES O~, .o. 25LYA2918K FAIRBANKS MORSE PUMP8 FIRE PUMP ACCESSORIES DIMENSION DRAWINGS GAUGES AND BALL DRIP VALVES 285 3-1/2" O~AL NOT[S: 1. PRESSURE GAUGES TO READ IN PSI. BARS OR BOTH. WITH MAN.UFACTURER'S STANDARD INTERMEDIATE GRAOUATIONS. 2. COMPOUND GAUGES TO RF~ IN INCHES OF MERCURY OR PSi FOR THE SUCTION RANGE. 5. ACCURACY TO 8E 2X FOR CENTER THIRD OF RANGE, 3:~ FOR REMAJNING TWO-THIRDS OF- RANGE. iF'OR O-500PSI, US[ US GAUGE ~PSO0 1/4' LM :PER US GAUGE SPEC NO. 5514 OR EQUAL, FOR O-600PSI, USE: US GAUGE ~IPSO0 I/4" LM HYOI~J PER US GAUGE SPEC NO. 551.6 OR EQUAL. FOR ~O'-O-500PSl, USE US GAUGE ~1C500 1/4' LM' PER US GAUGE SPEC NO. 15,956 OR EQ .U~L. BALL DRIP VALVE 1/2' NOT MATEi~aI.: RELEASE I REV 5 NUMBER EC1-2061B · I NO Fairba APPROVED FIRE PUMP GAUGES AND BALL DRIP VALVE ~"~.' 25LYA2918Z FAIRBANKS MORSE PUMPS 286 Fire Pump AcceSs Dimension Draw-~s ,~ '~L ,~ ,/~,~/"~, J///p ,V~,.LVE MA~RIAL LIST /~/ I~ MAIN VAL~ : ~ ~ : ~FEMALE NPT ~ ~ V ~ ~ ' , / / INSTAL~ATION ~ND 0PERA~O~ / -~ ' / / INSTRUCTIONS ~t ~ '~ /~ / / BLOW OUT ~E PIPE LINE. R[MO~NC ALL DI.T. ~/~/~~ _J ~E MODEL 918 VAL~ SHOULD ~ ~/~ J ~ ~ INSTALLED IN AN UPRIGHT ~ ~ J I / V~RTICAL POSITI~ ~ w~ ~ / ~ 0NL[T AT BOTTOm) r~ ~ J .~ ] I ' REMO~ THE TOP CAP AND LOOSEN ~E COMPRESSI~ ~~ J ;.~ ~~ SCREW LOCKNUT. TO INCREASE SEt PRESSURE, ~~, I ~ ~ J TURN THE COMPRESSION SCREW CLOCK'S[. TO ~~ I ~ ~ ~ DECREASE SET PRESSURE, TURN THE COMPR[SSI~ ~//~ WIEN~NO: N[~E ALLOW THE S~M rD ~ ~ TURN ~ILE MAKING SET PRESSURE ~ I ~ ~oa[ TH*N 50~ SYST[U PR[SSUR[. ~ ~ COULD CAUSE GALLING OF THE O~SC AND SEAT. I T [ i~ ~EN THE DESIRED SET PRESSURE IS REACHED, TIGH EN [ J THE COMPRESSION SCREW LOCKNUT AND REPLACE / j THE TOP CAP, INSTALL THE ~RE SEAL ON ~E CAP NO~: REFER TO NFP[~ ~E '-~'' MALE ~T~ ADOITIONAL REQU~REM~J~ ~NL[T ~HT ~DUC[ · (S~ZE) OUTLE~ A B C OmF~CE UAT'L BUSHING ~ "- ~- ~ 1 ~4 7~ 2 2~ E BRONZE 4 1V4 x ~ 1 I~ 8~ 2~ 2~ E BRONZE~ 6 1~ xL1 RELEASE ~REV 0 NUMBER ER1-17044, NO Fairban orse ~mp CIRCULATION EELIEF VALVES KUNKLE MODEL 918 D~. .o. 25LYA2918AC Fairbanks Morse Pump Corporation 11/24/93 391-130 J 13 J 3 ! 1/60/115-208-230li62TC, I 3~)l-l~01 ls I S 13~or~os-23o-~ol 1~4TC I ol-~0 I ~e I S I 3~0/20S-230-4SO I~S4TC ,I ENGINEERING SPECIFICATIONS The contractor shall fumish and install a Fairbanks Morse Model (F391-_~(~ Vertical Multi-Stage In-Line Jockey Pump. The pump shall have a capacity of /g~) GPM at~ (ft. Xpei) total head. Pump shall be constructed with 304 stainless steel impellom and diffusers, a high tamperature mechanical seal wilh Carbon vs. Silicon Carbide faces and EPDM ,lastomers through~u~ t~ Tungstan Carbide against ~ramic pu..mp ~bush~ ductile iron in slip ring design. The pump is to be coupled with a..~4:Jg:) RPM NEMA motor, -~-- HP, .~ Phase,J ' ~.~_~.. H, _e, _~, 'using a rigid split couling. Motor beadngs shall be sized to allow a minimum 20,000 hour B10 calculated life. 1/6/00 286 Fire Pump A~s Dimension Drawings ' ~ ' / ~REDUCER ~ ~ ~ ~ ~ / / I~TAL~mON ~ND ; T ~ ; / / INSTRUCTIONS ~ ~ m ~ ,~ / / BLOW OUT THE PIPE LINE. REMO~NC ALL DIRT, pipe ~~u ~~, ~/~ I ~ ~ INSTALLED IN AN UPRIGHT x ~ ~ m ~ ~~RTICAL POSITION x ~~ I ) / (INLET AT BOTTOM) x - ~ .... ~ E~ ~ ) ~ m m ~ REMO~ THE TOP CAP AND LOOSEN ~E COMPRESSI~ ~~ ~ ~ ~ / ~'~ SCREW LOCKNUT TO INCREASE SET ~ ~ I ~ ~ ~ DECREASE SET PRESSURE, TURN THE COMPRESSI~ ~%>/ ~~ C SCOW COUNTERCLOCK~SE. ~ ~~ TURN ~ILE MAKING SET PRESSURE 4~ ~ ADJUSTMENTS ~EN THE VAL~ IS UNDER j ~ ~ MORE THAN 50~ SYSTEM PRESSURE. THIS ~~~ ' COULD CAUSE GALLING OF THE DISC AND SEAT. I T II WHEN THE DESIRED SET PRESSURE IS REACHED, ~GH EN ~ ) THE COMPRESSION SCREW LOCKNUT AND REPLACE J j THE TOP CAP. INSTALL THE ~RE SEAL ON ~E CAP / )_ B AND SET SCRE~ MALE NPT ADDI~ONAL REOUIREM~~ m iNLET REDUCer · (SIZE) OUTLET A B C ORIFICE MAT'L ~IGHT BUSHING RELEASE REV NUMBER ER1-17044 NO 0 Fairbanks orse ~mp MODEL 918 .o. 25LYA2918AC Fairbanks Morse Pump Corporation 11/24/93