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1000 Rinehart Rd (a)
ti MEMO: Date: To: From: Subject: Memo: praxis3P.C. architecture interiors p l a n n i n g 1776 Peachtree Road, Suite 520 South Atlanta, Georgia 30309 tel. 404-875-4500 fax. 404-876-8884 10.18.01 City of Sanford, FL Building Permit Brian Tanner ext. 21 bctanner@praxis3.com 0131 Courtesy Honda, Sanford, FL The following narrative is provided to clarify changes to the plans corresponding to comments received from Bob Bott on 10.15.01 Item Description 00 mph windload engineering required on roll -up doors. See revised sheet A410. 2. All condensate from any source to stormwater do not route to sanitary including compressed air). See revised sheets P001, P110, and P111. 3 ecirical Main disconnect at exterior of building. See revised sheets.E002,•E003; EO05; and-E211._.__._____. 4. Submit Calculations for minimum plumbing facilities 94 SPC table 407. See revised sheet A002. 5. Separate permits for lift stations, signage, and fencing. Permits for these items will be applied for and obtained by the General Contractor or) an individual basis. 6. Submit Structural Drawings. Contractor will submit separate Permit Documents for all Pre -Engineered Structures not covered under this permit (per standard practice). All revisions to Structural Engineering Documents since submission to the City of Sanford are included herein. END OF MEMO rtoC m-city-bt-101801.doc Page 1 of 1 4 Y' :=_rur.: rIT! lta2 :1g m i e=- rill 'i "J U 1', ENERGY EFFICIENCY CODE FOR BUILDING'CONSTRUCTION: Florida Department of Community Affairs FLA/COM-97 Version- 2`.2, " r' 40 ECT, NAME_Courtesy-.-_Honda PERMITTING OFFICE: AADRESS: _Rinehart Road _Sanford CLIMATE ZONE: _5 Siai'NER: Autonation Inc. PERMIT NO-----' FGENT: _ JURISDICTION NO:_691500 BWILDING TYPE: _Service Establishments CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: 10851 NUMBER OF ZONES: 5 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 31 COMPLIANCE CALCULATION: METHOD B DESIGN CRITERIA RESULT ENVELOPE PERFORMANCE 42.57 77.91 PASSES OTHER ENVELOPE REQUIREMENTS PASSES LIGHTING INTERIOR LIGHTING 49478.00 58175.33 PASSES EXTERIOR LIGHTING 1800.00 7000.00 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. EER 10.00 8.50 PASSES IPLV 9.00 7.50 PASSES 2. EER 10.00 8.50 PASSES IPLV 9.00 7.50 PASSES 3. SEER 10.25 10.00 PASSES HEATING EQUIPMENT 1. COP 3..00 2.90 PASSES 2. COP 3.00 3•.-00• • . PASSES 3. HSPF 7. GO- . 6• 60- PASSES 4. Et 1.00 N/A 5. Et 1.00• N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS I. Conditioned Space 2.00 0'.00 N/A 2. Conditioned Space 2.00 0.00 N/A 3. Conditioned.Space 2.00 0.00 N/A 4. No Ducts 0.00 0.00 N/A 5. No Ducts 0.00 0.00 N/A REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT 1. EF 1.00 0.90 PASSES 2. EF 1.00 0.93 PASSES 3. EF 1.00 0.86 PASSES PIPING INSULATION REQUIREMENTS 1. Non -Circulating 1.00 1.00 PASSES 2. Non -Circulating _ 1.00 1.00 _..__ PASSES 3. Non -Circulating 1.00 1.00 PASSES COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Efficiency Code. PREPARED BY: BATE: o 4 3 v I hereby certify that this building is fn compliance with the Florida Energy Efficiency Code. OWNER/AGENT: DATE: 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 accordanc with Section 553.908, Flori utes. BUILDING OFFICIAL: DATE: 1() - 7 ` O I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT M,4970,9 1657VE MECHANICAL: '(0/ i PLUMBING A, y ELECTRICAL: A014 X, !-' L LIGHTING , i... Lo/ewo'l /v/qv Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401.------GLAZING--ZONE 1------------------------------------------------ Elevation Type U SC VLT Shading Area(Sgft)1 Southwest Commercial 0.55 0.3 .6 Overhang Witho I 8001 Northwest Commercial 0.55 .3 .6 Overhang Witho 4801 Southeast Commercial 0.55 .3 .75 None . 4001 Total Glass Area in Zone 1 = 16801 401.------GLAZING--ZONE 2------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)I Northwest Commercial 0.55 0.3 0.6 None I 281 Total Glass Area in Zone 2 = 281 401.------GLAZING--ZONE 3------------------------------------------------ Elevation Type U SC VLT Shading Area(Sgft)1 Northwest Commercial 1.31 0.2 0.9 None I 211 Total Glass Area in Zone 3 = 211 401.------GLAZING--ZONE 4------------------------------------------------ Elevation Type U SC VLT Shading Area(Sgft)I Northwest Commercial 1.31 0.2 0.9 None I 1001 Total Glass Area in Zone 4 = 1001 401.------GLAZING--ZONE 5------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)) Northwest Commercial 1.26 0.3 0.8 None I 1801 Northeast Commercial 1.26 0.3 0.8 None 1001 Southeast Commercial 1.26 0.3 0.8 None 1801 Total Glass Area in Zone 5 = 4601 Total Glass Area = 22891 wa...a...... Elevation Type i- .e...r a..e..-.r.r_:ru: ^s.mavmr.-- U insui R Gross(Sgft)1 Southwest 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.09 11 1 20401 Northwest 8"CMU/3/4"ISO Btwn 24"oc/5/81,Gyp 0.0.9 11 9601 Southeast 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.09 11 9601 Adjacent 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.09 11 20541 Total Wall Area in Zone 1 =60141 402.------WALLS--ZONE 2------------------------ ----------------- Elevation Type U Insul R Gross(Sgft)1 1 Southwest 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.09 it 2241 Northwest 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.09 11 420f Total Wall Area in Zone 2 = 6441 402.------WALLS--ZONE 3------------------------------ a-------------------I--- Elevation Type U Insul R Gross(Sgft)) I Northwest 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.09 11 2241 Total Wall Area in Zone 3 = 2241 402.------WALLS--ZONE 4------------------------------------------------ Elevation Type U Insul R Gross(Sgft)1 I Southwest 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.09 it 14161 Northwest 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.09 it 10321 Northeast 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.09 11 4721 Southeast 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.09 11 5161 Northwest 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.09 11 4901 Southwest 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.09 11 2241 Total Wall Area in Zone 4 = 41501 402.------WALLS--ZONE 5------------------------------------------------ I --- Elevation Type U Insul R Gross(Sgft)1 I Northwest Mtl Siding/2x4@24"+R-llBatt/5/8" .083 11 15201 Northeast Mtl Siding/2x4@24"+R-llBatt/5/8" .083 11 17921 Southeast Mtl Siding/2x4@24"+R-11Batt/5/8" .083 11 15201 Total Wall Area in Zone 5 = 48321 Total Gross Wall Area = 158641 403------- DOORS --ZONE 1------------------------------------------------ I --- Elevation Type U Area(Sgft)1 I Southwest No doors 0.00 01 Total Door Area in Zone 1 = 01 403.------DOORS--ZONE 2------------------------------------------------ I --- Elevation Type U Area(Sgft)I I No doors 0.00 01 Total Door Area in Zone 2 = 01 403.------DOORS--ZONE 3------------------------------------------------ I --- Elevation Type U Area(Sgft)) I No doors 0.00 01 Total Door Area in Zone 3 = 01 403.------DOORS--ZONE 4------------------------------------------------ I --- Elevation Type U Area(Sgft)I i Northwest 1-3/4 Steel 403.------DOORS--ZONE Elevation Type Northwest Northwest Northeast Southeast Southeast Door -Polyurethane core (24 0.20 1001 Total Door Area in Zone 4 = 1001 5------------------------------------------------ I--- U Area(Sgft)1 1-3/4 Steel Door -Polyurethane core 24 1 0.20 211 1-3/4 Steel Door -Polyurethane core 24 0.20 1501 1-3/4 Steel Door -Polyurethane core 24 0.20 1081 1-3/4 Steel Door -Polyurethane core 24 0.20 211 1-3/4 Steel Door -Polyurethane core 24 0.20 1801 Total Door Area in Zone 5 = 4801 Total Door Area 5801 404.------ROOFS--ZONE 1--------------------------I--- Type Color U Insul R Area(Sgft)I I Sngl Ply/2"Iso/2" Conc/Mtl Deck Light .065 19 51751 Total Roof Area in Zone 1 = 51751 404.------ROOFS--ZONE 2------------------------------------------------ Type Color U Insul R Area(Sgft)l 1 01 Total Roof Area in Zone '2 = OI 404------- ROOFS --ZONE 3---------------------------- =-------------------I--- Type Color U Insul R Area(Sgft)I I 01 Total Roof Area in Zone 3 = 01 404.------ROOFS--ZONE 4------------------------------------------------ I --- Type Color U Insul R Area(Sgft)I I Sngl Ply/2"Iso/2" Conc/Mtl Deck Light .065 14 119001 Total Roof Area in Zone 4 = 119001 404.------ROOFS--ZONE 5------------------------------------------------ I --- Type Color U Insul R Area(Sgft)1 I Sngl Ply/2"Iso/2" Conc/Mtl Deck Light .065 14 102601 Total Roof Area in Zone 5 = 102601 Total Roof Area = 273351 405.------FLOORS-ZONE 1------------------------------------------------ I --- Type Insul R Area(Sgft)I I Slab on Grade/Uninsulated 0 86701 Slab on Grade/Uninsulated 0 18961 Total Floor Area in Zone 1 = 105661 405.------FLOORS-ZONE 2------------------------------------------------ Type Insul R Area(Sgft)I I Slab on Grade/Uninsulated 0 26041 Slab on Grade/Uninsulated 0 12001 Total Floor Area in Zone 2 = 38041 405 FLOORS -ZONE 3------------ --------------------------------I--- Type Insul R Area(Sgft)I I Slab on Grade/Uninsulated 0 10501 Total Floor Area in Zone 3 = 10501 405.------FLOORS-ZONE 4------------------------------------------------ Type Insul R Area(Sgft)I I Slab on Grade/Uninsulated 0 24501 Total Floor Area in Zone 4 = 24501 405 FLOORS -ZONE 5-------- ---------------------I--- Type Insul R Area(Sgft)I I Slab on Grade/Uninsulated 0 85121 Slab on Grade/Uninsulated 0 9521 Total Floor Area in Zone. 5 = 94641 Total Floor Area = 273341 406.------INFILTRATION -------------------------------------------------- I--- ICHECKI Infiltration Criteria in 406.1.ABCD have been met. I MECHANICAL SYSTEMS CHECK HVAC load sizing has been performed. (407.1.ABCD) I I 407.------COOLING SYSTEMS ------------------------------------------------ Type No Efficiency IPLV Tonsl 1. I Air Cooled ( >= 65,000 Btu/h 1 10 9 31.211 2. Air Cooled ( >= 65,000 Btu/h 1 10 9 12.311 3. Split System 1 10.25 - 9 3.861 4. No Cooling System 0 0 0 0.001 5. No Cooling System 0 0 0 0.001 408.------HEATING SYSTEMS ----------------------------------------------- I --- Type No Efficiency I BTU/hrl 1. Air Source (>= 65,000 Btu/h) 1 3 2565001 2. Air Source (>= 65,000 Btu/h) 1 3 841001 3. Split System 1 7 327001 4. Electric Resistance 1 1 341201 5. Electric Resistance 1 1 1023601 409.------VENTILATION I--- ICHECKI Ventilation Criteria in 409.1.ABCD have been met. I I 410.-----AIR DISTRIBUTION SYSTEM---------------------------------------- CHECK[------------------------------------------------------------------ I-----I--- Duct sizing and design have been performed. (410.1.ABCD) I I AHU Type Duct Location R-value) 1. Air Source Heat Pump Conditioned Space I 21 2. Air Source Heat Pump Conditioned Space 21 3. Air Source Heat Pump Conditioned Space 21 4. Heating and Ventilating Unit No Ducts 01 5. Heating and Ventilating Unit No Ducts. 01 1-----I--- CHECKI Testing and balancing will be performed. (410.1.ABCD) I I 411.-----PUMPS AND PIPING -ZONE --------------- ---- I --- Basic prescriptive requirements in 411.1.ABCD have been met. I I PLUMBING SYSTEMS 1w411.-----PUMPS AND PIPING -ZONE Type 411.-----PUMPS AND PIPING -ZONE Type 1. Non -Circulating 2. Non -Circulating 411.-----PUMPS AND PIPING -ZONE Type 1. Non -Circulating 411.-----PUMPS AND PIPING -ZONE Type 411------ PUMPS AND PIPING -ZONE Type 1--- R-value/in Diameter Thicknessl 2 --------------------------------------- R-value/in Diameter Thicknessl 1 4 1 11 4 1 11 3--------------------------------------- 1--- R-value/in Diameter Thicknessl 1 4 1 11 4 --------------------------------------- R-value/in Diameter Thicknessl 1 5---------------------------------------1--- R-value/in Diameter Thicknessl 1 412.-----WATER HEATING SYSTEMS -ZONE 1---------------------------------- I --- Type Efficiency StandbyLoss InputRate Gallonsl 1 412.-----WATER HEATING SYSTEMS -ZONE 2----------------------------------1--- Type Efficiency StandbyLoss InputRate Gallonsl 1. <=12 kW 1 0.1 I 2.5 201 2. Electric(<=12 KW) 1 0.1 1.8 01 412.-----WATER HEATING SYSTEMS -ZONE 3---------------------------------- I --- Type Efficiency StandbyLoss InputRate I Gallonsl 1. <=12 kW 1 0.1 12 501 412.-----WATER HEATING SYSTEMS -ZONE 4---------------------------------- Type Efficiency StandbyLoss InputRate Gallonsl 412.-----WATER HEATING 1 SYSTEMS -ZONE 5 ---------------------------------- Type Efficiency StandbyLoss InputRate 1 Gallonsl ELECTRICAL SYSTEMS CHECKI 413.-----ELECTRICAL POWER DISTRIBUTION ---------------------------- Metering criteria in 413.1.ABCD have been met. I I 414.-----MOTORS ---------------------------------------------------- 1----- -j--- Motor efficiencies in 414.1.ABCD have been met. I 1 415.-----LIGHTING SYSTEMS -ZONE I --------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I i Type C(Mas 1 Central Contro 1 Central Contro 1 4840 18721 Type C(Mas 1 Central Contro 1 Central Contro 1 10938 48961 Total Watts for Zone 1 = 157781 Total Area for Zone 1 = 67681 415.-----LIGHTING SYSTEMS -ZONE 2--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)1 I Reading, T 1 On/Off 13 On/Off 2 6760 26681 Reading, T 1 On/Off 3 None 0 950 5501 Toilet and 1 On/Off 2 None 0 1400 4621 Total Watts for Zone 2 = 91101 Total Area for Zone 2 = 36801 415.-----LIGHTING SYSTEMS -ZONE 3--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I I Locker Roo 1 On/Off 4 1050 7801 Card Filin 1 On/Off 3 630 4501 Total Watts for Zone 3 = 16801 Total Area for Zone 3 = 12301 415. LIGHTING SYSTEMS -ZONE 4--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)I I Material H 1 On/Off 8 9300 100301 Material H 1 On/Off 3 4160 24501 Total Watts for Zone 4 = 134601 Total Area for Zone 4 = 124801 415.-----LIGHTING SYSTEMS -ZONE 5--------------------------------------- I --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)1 I Service St 1 On/Off 6 None 9450 96761 Total Watts for Zone 5 = 94501 Total Area for Zone 5 = 96761 Total Watts = 494781 Total Area = 338341 ICHECKI Lighting criteria in 415.1.ABCD have been met. I I I-----I--- 16. Operation/maintenance manual will be provided to owner.(102.1)1 I PROJECT TITLE Courtesy Honda BUILDING TYPE Service Establishments BUILDING LOCATION Sanford BUILDING AREA (ft2) 42620 BUILDING ANNUAL ENERGY USE DESIGN BUILDING BASELINE BUILDINGIM HEATING ENERGY Electric Resistance 26.07 34.39 Heat Pump 5.40 COOLING ENERGY Direct Expansion 15.36 Heat Pump 10.28 DOMESTIC HOT WATER ENERGY Electric DHW System(s) 6.46 7.19 BUILDING MISCELLANEOUS Lights 18.31 19.24 Equipment 1.53 1.53 SYSTEM MISCELLANEOUS Fans 4.59 22.29 PLANT MISCELLANEOUS TOTAL ENERGY CONSUMPTION : I 72.65 I 100.00 PASSES ****** PROJECT TITLE Courtesy Honda BUILDING TYPE Service Establishments BUILDING LOCATION : Sanford BUILDING AREA(ft2): 42620 BUILDING DESIGN : Exterior Lighting Power 1800 W EXTERIOR LIGHTING CRITERIA: AREA AREA AREA OR ALLOWANCE CODE DESCRIPTION LENGTH WATTS 3 High Traffic 600.00 6000.00 1 Exit with or without canopy) 10.00 250.00 1 Exit with or without canopy) 15.00 375.00 1 Exit with or without canopy) 15.00 375.00 Exterior Lighting Power Allowance 7000.00 W PASSES ******** LIGHTING SYSTEM CONTROL REQUIREMENTS: TOTAL EQUIVALENT SPACE NO. CONTROLS CONTROL POINTS NO. DESCRIPTION AREA TASKS TYPE 1 NO. TYPE 2 NO. DESIGN CRITERIA 100 Type C(Mas 1872.0 1 Central Co 1 Central Co 1 2 1 100 Type C(Mas 4896.0 1 Central Co 1 Central Co 1 2 1 26 Reading, T 2668.0 1 On/Off 13 On/Off 2 15 4 26 Reading, T 550.0 1 On/Off 3 None 0 3> 2 13 Toilet and 462.0 1 On/Off 2 None 0 2 2 25 Locker Roo 780.0 1 On/Off 4 0 4> 2 19 Card Filin 450.0 1 On/Off 3 0 3> 2 47 Material H 10030.0 1 On/Off 8 0 8> 6 47 Material H 2450.0. 1 On/Off 3 0 3> 2 94 Service St 9676.0 1 On/Off 6 None 0 6 6 PASSES ******** I PROJECT TITLE Courtesy Honda BUILDING TYPE Service Establishments BUILDING LOCATION : Sanford BUILDING AREA(ft2): 42620 - HVAC SYSTEM REQUIREMENTS: Cooling System Measure Minim. Minim. System System Result Result Type 1 #2 1 2 Eff.#1 Eff.#2 for #1 for #2 Air Cooled. EER, IPLV 8.50 7.50 10,00 9.00 PASSES PASSES Air Cooled. EER, IPLV 8.50 7.50 10.00 9.00 PASSES PASSES Split Sys. SEER 10.00 0.00 10.25 9.00 PASSES Heating System Measure Minimum Req. Efficiency Result Air Source COP 2.90 3.00 PASSES Air Source COP 3.00 3.00 PASSES Split Sys. HSPF 6.80 7.00 PASSES Ele. Resis. Et 1.00 N/A Ele. Resis. Et 1.00 N/A PASSES ******** AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS: Zone Duct Location Minimum R-Value Design R-Value Result 1. Conditioned Space 0.00 2.00 N/A 2. Conditioned Space 0.00 2.00 N/A 3. Conditioned Space 0.00 2.00 N/A 4. No Ducts 0.00 0.00 N/A 5. No Ducts 0.00 0.00 N/A Not Applicable **** PROJECT TITLE Courtesy Honda BUILDING TYPE Service Establishments BUILDING LOCATION : Sanford BUILDING AREA(ft2): 42620 WATER HEATING SYSTEM REQUIREMENTS System Measure Minimum Maximum Design Design Result Type EF / Et SL EF / Et SL Electric <= 12kW EF 0.9040 0.0000 1.000 0.100 PASSES Electric <= 12kW EF 0.9300 0.0000 1.000 0.100 PASSES Electric <= 12kW EF 0.8640 0.0000 1.000 0.100 PASSES PASSES ******** PIPING INSULATION REQUIREMENTS: Pipe Insulation Thickness(in) System Type O.D.(in) Minimum Req. Design Result Non -Circulating 1.00 1.000 1.00 PASSES Non -Circulating 1.00 1.000 1.00 PASSES Non -Circulating 1.00 1.000 1.00 PASSES PASSES ******** PROJECT TITLE Courtesy Honda BUILDING TYPE Service Establishments BUILDING LOCATION Sanford BUILDING AREA(ft2): 42620. BUILDING ENVELOPE COMPONENT PERFORMANCE WALL ORIENTATION WEIGHTED AVER. N NE E SE S SW W NW DESIGN CRITERIA WALL 2264 2996 3904 4646 0.17 0.292 GL 100 580 800 809 WWR WWR SC 0.300 0.300 0.300 0.285 0.29 0.500 PF 0.00 0.00 3.33 11.08 4.67 0.00 VLT 0.80 0.77 0.60 0.69 0.70 N/A Uof 1.260 0.770 0.550 0.822 0.81 1.150 W Uo 0.08 0.09 0.09 0.09 0.09 0.490 HC 5.45 11.13 21.00 14.73 14.20 1 IP 1 1 2 1 1 N/A 0.112 LOADS 0.116 0.155 0.322 IOTA HEAT 0.705< 2.769 COOL 6.089 11.118 11.807 12.849 41.863< 75.143 SUM 6.200 11.234 11.963 13.171 42.568< 77.912 PASSES ******* OTHER ENVELOPE REQUIREMENTS MAXIMUM PERCENTAGE OF ROOF AREA IN SKYLIGHTS: DESIGN CRITERIA Percentage of Roof Area in Skylights 0.457 < 6.6000 u MAXIMUM ALLOWABLE Uo: Roof 0.070 < 0.0763 Wall Adjacent to Unconditioned Space 0.090 < 0.8000 PASSES ******* PROJECT TITLE Courtesy Honda BUILDING TYPE Service Establishments BUILDING LOCATION : Sanford BUILDING AREA(ft2): 42620 SLIGHTING SYSTEM PERFORMANCE BUILDING DESIGN : Interior Lighting Power 49478 W 1.16 W/Gross ft2 Exterior Lighting Power 1800 W INTERIOR LIGHTING CRITERIA: Space No. Type Area Clg Ht Spaces AF n UPD PB LPB Total LPB 100 1872.0 20.0 1 1.31 3.30 4.33 8108 8108 100 4896.0 12.0 1 1.03 3.30 3.41 16694 16694 26 2668.0 12.0 1 1.08 1.80 1.94 5175 5175 26 550.0 12.0 1 1.31 1.80 2.36 1300 1300 13 462.0 12.0 1 1.36 0.80 1.09 502 502 25 780.0 12.0 1 1.24 0.80 0.99 773 773 19 450.0 12.0 1 1.37 1.60 2.18 983 983 47 10030.0 12.0 1 1.00 1.00 1.00 10030 10030 47 2450.0 14.0 1 1.12 1.00 1.12 2755 2755 94 9676.0 17.0 1 1.04 1.00 1.04 16099 10099 Unit Power Density 1.72 W/Gross ft2 Interior Lighting Power Allowance 58175 W PASSES ******** EXTERIOR LIGHTING CRITERIA: AREA AREA AREA OR ALLOWANCE CODE DESCRIPTION LENGTH WATTS 3 High Traffic 600.00 6000.00 1 Exit with or without canopy) 10.00 250.00 1 Exit with or without canopy) 15.00 375.00 1 Exit with or without canopy) 15.00 375.00 Exterior Lighting Power Allowance 7000.00 W PASSES ******** LIGHTING SYSTEM CONTROL REQUIREMENTS: TOTAL EQUIVALENT SPACE NO. CONTROLS CONTROL POINTS NO. DESCRIPTION AREA TASKS TYPE 1 NO. TYPE 2 NO. DESIGN CRITERIA 100 Type C(Mas 1872.0 1 Central Co 1 Central Co 1 2 1 100 Type C(Mas 4896.0 1 Central Co 1 Central Co 1 2 1 26 Reading, T 2668.0 1 On/Off 13 On/Off 2 15 4 26 Reading, T 550.0 1 On/Off 3 None 0 3> 2 13 Toilet and 462.0 1 On/Off 2 None 0 2 2 25 Locker Roo 780.0 1 On/Off 4 0 4> 2 19 Card Filin 450.0 1 On/Off 3 0 3> 2 47 Material H 10030.0 1 On/Off 8 0 8> 6 47 Material H 2450.0 1 On/Off 3 0 3> 2 94 Service St 9676.0 1 On/Off 6 None 0 6 6 PASSES ******** PROJECT TITLE . Courtesy Honda PUILDING TYPE Service Establishments BUILDING LOCATION : Sanford BUILDING AREA(ft2): 42620 HVAC SYSTEM REQUIREMENTS: Cooling System Measure Minim. Minim. System System Result Result Type 1 #2 1 2 Eff.#1 Eff.#2 for #1 for #2 Air Cooled. EER, IPLV 8.50 7.50 10.00 9.00 PASSES PASSES Air Cooled. EER, IPLV 8.50 7.50 10.00 9.00 PASSES PASSES Split Sys. SEER 10.00 0.00 10.25 9.00 PASSES Heating System Measure Minimum Req. Efficiency Result Air Source COP 2.90 3.00 PASSES Air Source COP 3.00 3.00 PASSES Split Sys. HSPF 6.80 7.00 PASSES Ele. Resis. Et 1.00 N/A Ele. Resis. Et 1.00 N/A PASSES ******** AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS: Zone Duct Location Minimum R-Value Design R-Value Result 1. Conditioned Space 0.00 2.00 N/A 2. Conditioned Space 0.00 2.00 N/A 3. Conditioned Space 0.00 2.00 N/A 4. No Ducts 0.00 0.00 N/A S. No Ducts 0.00 0.00 N/A Not Applicable **** PROJECT TITLE Courtesy Honda BUILDING TYPE Service Establishments BUILDING LOCATION Sanford BUILDING AREA(ft2): 42620 WATER HEATING SYSTEM. REQUIREMENTS , System Measure Minimum Maximum Design Design Result Type EF / Et SL EF / Et SL Electric <= 12kW EF 0.9040 0.0000 1.000 0.100 PASSES Electric <= 12kW EF 0.9300 0.0000 1.000 0.100 PASSES Electric <= 12kW EF 0.8640 0.0000 1.000 0.100 PASSES PASSES ******** PIPING INSULATION REQUIREMENTS: Pipe Insulation Thickness(in) System Type O.D.(in) Minimum Req. Design Result Non -Circulating 1.00 1.000 1.00 PASSES Non -Circulating 1.00 1.000 - 1.00 PASSES Non -Circulating 1.00 1.000 1.00 PASSES PASSES ******** SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-1022 I FAX (407) 330-5677 Pager (407) 918-0388 Plans Review Sheet Date: October10, 2001 Business Address: 1000 Rinehart Road Occ. Ch. 28. Industrial & Chapter 26, New Business Business Name: Auto Nation/ Courtesy Honda Ph. Unknown Contractor: Unknown (Pending) Ph. (954) 438-3263 Fax (954)430-2611 Reviewed [ ] R+e'UI,iWel Wll%Z;comment$%,'li Rejected [] Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner Comment: Plans reviewed as IndustrialBusiness Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. Sprinkler plans to be submitted for review, 1.1 Application — New Building. Type IV unprotected, 30,052 sq ft fire sprinklered. 4,396 s. q ft service drive; 10, 851 s. q ft. showroom; 3, 518s. q.1f 1 " floor parts room; 10, 421 sq ft/f service shop;1, 442 sq ft/f auto delivery canopy;1, 727s. q/f vash bay canopies; 10, 265 sq.ft.1f 2"a floor parts room>totaling 42,620 s.q./ft 1.2Mixed — Industrial/Business (Separation Required per Sanford Building Department) 1.3 Special Definitions — Special Purpose Occupancy Industrial C, i' SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-1022 I FAX (407) 330-5677 Pager (407) 918-0388 1.4 Classification of Occupancy — Industrial/Business 1.5 Classification of Hazard of Contents — High Hazard 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — OX 2.5 Arrangement of Egress — O.K., will field verify 2.6 Travel Distance — O.K. Complies with L.S.C. 1994 2.7 Discharge from Exits — O.K., will field verify 2.8 Illumination of Means of Egress — O.K.; will field verify 2.9 Emergency Lighting — Fire Department will field verify 2.10 Marking of Means of Egress — O.K.; will field verify 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — N/N ler says1tem+ 3.3 Interior Finish — Class "A or B or C" I3:4 Detection, Alarmyand C-o'mmunications S.ysteiris ;a,I t re pr•otee-tion_engineer;shall;_ - V r.. ;dr . J .' . J+`A:.r• .a' r _ r R+ .r, ""- 1 .. prgavide` design crite''Yia as per1VFPA 72 = 3' : :.:,; ; , 3.5 Extinguishing Requirements — as per NFPA 10 the following applies: A 40 B rated Fire Extinguisher every 30' ft. 3A "B3A "B " rated extinguisher every every 50' K SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, FI.32772 407302-1022 /FAX (407) 330-5677 Pager (407) 918-0388 One Halotron or Co2 5bc rated. Extinguisher required in super computer room. One C6210BC rated fire extinguisher required in main electrical room 3.6 Corridors — N/A 4 Special Provisions 5 Building Services 5.1 Utilities — as per LSC 7-1 5.2 HVAC — as per LSC 7-2 (duct detectors shall provide shut down) fietd test required. Label (provide Ws) for a-l!1 : VAC units on roof for Brie personal. 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: Required; also see 3.5 above Monitoring: Required by a U.L. listed Central Station for all mandated fire Sprinklered properties (31JX L/FMphone junction box re Other: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: building has fire sprinkler system. 3-6.1 Key Box — Required; will field verify Kountabove door to, ze riser room) S +E APLICAT ONATTA, CHED. Model# 327 Required 3 A I U fn in U fn Duality Assurance - Doors shall be aluminum sectional overhead type as manufactured by Clopay Building Products Company. Each door is provided as one com$leI4 nit including sections, brackets, tracks, counterbalance mechanisms, har6are (list options) to suit the opening and headroom available. Standard maximum size 207 wide x 16'0' high with DSB and plexiglass, 167 wide x 16'0' high with'/i insulated and wire glass. Materials and Construction - Sections to be 21/e' thick (6053-T5) anodized or prepainted extruded aluminum with reinforcing integral fin. W- nclosed top and bottom rails to be 31/2' wide. Meeting rails 2"/,I; wide, and end stiles 31/2' wide. Meeting rails are to form a ship lap joint. Panel options include . 050" anodized or prepainted aluminum,'/2" insulated,'/e' plexiglass, a" DSB and '/a' wire glass. Panels or glass are sealed with butyl tape and secured with a locking retainer. Glazing or aluminum panels are pre -installed and shipped as one complete unit. Astragal to be U-shaped PVC vinyl. Hardware - Rollers to have ten ball steel full floating ball bearing in case- hardened steel races, mounted to fit the taper of the track. Roller hinges to be minimum 14 gauge and top and bottom brackets to be minimum 12 gauge galvanized steel. Tracks - 2" and 3' track as required. Vertical tracks to be a minimum of 16 gauge galvanized steel tapered and mounted for wedged type closing. Horizontal tracks to be minimum 14 gauge galvanized steel reinforced with minimum 13 gauge galvanized angles as required. 3' tracks are 12 gauge. Spring Counterbalance - Door assembly to be operated by a torsion spring counterbalance mechanism, with a helically wound, oil tempered torsion spring mounted on a galvanized steel tube or solid steel shaft as required. Cable drums to be cast aluminum with galvanized aircraft cable, minimum 7 to 1 safety factor. Locking - Inside spring loaded slide boll lock on end stile shall engage slot in track. Wind Loading - Contact factory for specific wind load requirements. nwuor; tr urouny :;j• ....emu SMateriat ';}: n k.'Avai a. SB°glaiin.> ,Up tof2 j'•' L ik`kw.. • way-"F i" ::i 901'" iii jass t' A, 2 901' I" • '7z `Insulated(:gla_ss:.lJp;t&.1 901: IV4`-'y Ali: Vlli e?glassr4i y.:, U i01 rta,: u`:; 901:Cx'; C"ustofM: Nam'; z :1ZI tVariesn OPTIONS A. Glazing - 1/2' insulated, .050' anodized or prepainted aluminum, 1/ a" plexiglass, 1/4' wire glass and DSB glass. Consult factory for other options. B. Track - Vertical lift, follow the root slope, high lift and low headroom track available. Two inch and three inch tracks as required. C. Exhaust Ports - Available in bottom aluminum panel. D. Finishes - High luster, clear anodized, or prepainted white or brown standard; medium bronze anodized optional. Other finishes available - contact factory. E. Mullions - Carry -away and roll away available on doors to 14' high 2" track only). F. Weatherstripping - Complete perimeter seals available in various materials. G. Oversized Doors - Larger doors available. Consult Clopay Commercial Sales at 1-800-526-4301. H. Installation - Install door including sections, brackets, guides, tracks, etc. in accordance with final shop drawings (if required) and instructions by Clopay Building Products Company. Door Width i'oLftnelsr: Up to 9'2' 2• r 9 4" to 13'2' " 3.: 13' 4' to 167 4 16' 4' to 20'32' 5' Door Height- ofiSectl'ons:'y 107 to 12'0.. 6:; 127to 14'0' 14' 3'to 16'0" r• 7.:-5`.•+;" 8f. ; r.>. Aluminum Panel anodized or nted aluminum anodized or nted aluminum yrene sandwiched an ( 2) - .050" anodized. painted aluminum sheets, anodized or riled aluminum depending on material Custom Finishes Available —Contact Noun: AD NANI DISTRIBUTED BY: See us in Sweet's Architects CD CD\CAD Onl,ne— Case —file; ,•--.corwtrucmaaooncom FirstSouree' rise DASMA IDA a.e.. www.doors.org IM Clow Building Product; Company . ''' ^• 32WalmnShee, S.,41M i 2W' thlce sections Clear anodized aluminum: while or Brepaintedrownstandardfinishas 3' h" enclosed top roils Panels secured with 0uh1 hpe seal and IOc mq relareer Insulated. DSB. plexi. wire or aluminum panel options Unique $ action cap for additional weather protection Integral reinforcing fin 211/, i' combined meeting reds 3V wide end allies A" enclosed heavy duty bottom rail 31h" low tsmpomtwe vinyl floor seal Pomeo . n US.M. MODEL #* 901 SECTION TYPE: MIN. WIDTH 6'0' SHIPLAP MIN. HEIGHT 6'0" STEEL BALL BEARING ROLLER: CENTER STILES: 062" WALL THIC TOP BRACKET: TOP RAIL:- 075" WALL THICKNESS TERMEDIATE BOTTOM RAIL: 75' WALL THICKNESS REINFORCING STRUTS: DSB & PLEXIGLASS p i6 Mgt 30195F DESItN tD46 12'4 4THRU 16 2" WIDE 8" ANGLE 2" x 2" x 1 /8' ANGLE 16' 4' THRU 20'2" WIDE INSULATED & WIRE NONE THRU 11'2" WIDE 1 1 4 4THRU 114 2" WIDE 8' ANGLE 2" x 2' x 1 /8" ANGLE 14' 4" THRU 16'r WIDE INTERMEDIATE TOP RAIL W/ CAP & FIN: 075' WALL THICKNESS FIN IS .100' x 1 7/8" x FULL WIDTH SNAP — IN GLAZING BEAD WITH BUTYL TAPE: AIRCRAFT CABLE: 7: 1 SAFETY FACTOR BOTTOM RAIL: 075' WALL THICKNESS 40L70rS BOTTOM ASTRAGAL 3 1/2' (STANDARD) 721/8'—E] 7' (OPTIONAL) CENTER HINGE: 16 GA. TYP. SECTION TYP. PANEL C BOTTOM BRACKET: 12 GA. MIN. r• DOOR WIDTH AVAILABLE SIZES: AVAILABLE SIZES: THRU 20'2" x 16'0" 0 18- BOTTOMSPANEL ALUMINUM THRU 16'Z' x 16'0" INSULATED BOTTOM 2" INSULATED /PANEL • 1/ 8" PLEXIGLASS W/ ALUMINUM BOTTOM PANEL 1/ 4" WIRE W/ ALUMINUM BOTTOM PANEL AL MINUMfrPBOTTOM PERED W/ ANEL BOTTOM PANE47 LDW/ ALUMINUM DOORS WITH INSULATED GLASS USE TWO ALUMINUM NOTE: ALUMINUM BOTTOM PANEL PANELS ON BOTTOM SECTION SANDWICHED AROUND IS . 050' SMOOTH ALUMINUM 5/19' THICK FOAM D STILES; 15" WALL THICKNES5 SINGLE END STILE iTHRU14'2" WIDE DOUBtE ENO STILE OVER 14'2" WIDE ROLLER HINGE: 14 GA. MIN. LOCK: 2 END STILE NONE EXHAUST PORT: LEFT RIGHT CENTER 0 NONE COLOR: 0 WHITE BROWN CLEAR ANODIZED BRONZE ANODIZED SPECIAL ( SPECIFY) OUST: MODEL #: 901 QTY: 3 f OF SECTIONS HIGH SHEET 'M-4' clopay 0U_ 1N0.4 (SEE TABLE jt) s DATE: / 02 ODOR WIDTH: z tI BUILDING PRODUCTS ARCH: # OF PANELS WIDE BID COMPANY CONT: D& TQ(,L( E DOOR HEIGHT: lQ /(t ( SEE TABLE /j2) PACE of IIIGH-LIFT TRACK Q BREAKANAY OSTRAIGIIT IIICLIIIE CEIITER SUPPORT BRACKET. V O.D. SHAFT: CABL[ DRUM: 1 / ` JQBsI II_SeeulGS: 10. 5CBW PAD-z—BY IUEBS: J Q 25, 00 CYCLE PADS MUST BE FLUSII VITA 5JAHBS) 0000 CYCLE STEEL - 10'V x 12'11 x 1/ 4' Q Q000 CYCLE 100,000 CYCLE a V00D - 2' x 6' LUMBER x 12' SIOEROON k CEHI[R POST REOUIREdEIM 2' TRACK VOOD JAHJSSTEEL JAMBS SIDE ROOM CEISIDE COROOM CEIITER COLUMII 3 3/4' 7 4 3/4' 1 9 1/2' J' TRACK V000 JAMBS STEEL JAHBS SIDE ROOM CENTER COLUIVI SIDE ROOM CEIITER COLUt(II141/2' 9 1/a' 5 1/2' 11' JACKSIIAFT CHA111 HOIST SIDE ROOM CEIITER COLUIIH1 SIDE ROOM CEIITER COLUMN JO' 36' ' II 1/2' 1 1 I I I 1 I !!Q1l1lllll e.E: 1 REVERSE AIIGL I L 1MIE: INIERUCUTAIE IIORIZOHTAL JRAC"UCe48tL_WUI151ALLE8) 0 CB - <IU]Ri NTT TRACK LItIGT1 UP f 0 12 -0') Q Y S - (11ORIt011TAL TRACK L NGTII OVERR 12'-0') DEERAIM JACKSIIAFT CIIAIII HOIST 110HE CHO IIAIIGER ORACKET: SUPPLIED BY INSTAL LEH) SPRIIIG SIZE MID CEIIIFIGURAT11U1 INDIVIDUALLY CALCULATED III COU11TERBALAIICE NOR LOAD. All EXACT SPRIIIG LAYOUT CAN BE FIWOSICD UPON APPROVAL [IF BID. SIDLE DOORS HAY REQUIRE 6' SPRIIIGS OR DOUBLE SIMFIS. I I IIORIZOIOAL ANGLE: 13 GA. hill. I ll4.8129i1[L LIBAE.K: 24 TRI CKII. x 12 GA.' RADIUS. 0' TRACK 15' R. SPRIIIG BUIrPER: IIORIZ011TAL TRACK LEIIGTII DOOR IIEIGIIT t 19' - III -LIFT (2' TRACK) DOOR IIEIGIIT t 22' - HI -LIFT (3' TRACK) 11C AQ8Q4lL.BC9UIBF IIEtli.i HIM HEADROOM = III -LIFT t 12' 1JA1I.-- IIGI(_LJE7_AYAIL&QLE - MAX. IIIGII-LIFT = FLOOR TO CEILING - (DOOR IICIWIT t 12') tML- IIIGII-LIFT MAY HOT EXCEED DOOR HEIGHT - 24' SJEEL IA!lil: _ X62' L ER II \ I 11 1 I ( j4 110UL0111GaYES IIO 11 I JRA1 "IZE. co a 1 1 JRAtJi_SLZE: 1 E O ]' (I !!Q!ltlilLlS i]Le O J' I I I Q COIlT IIIU S ANGLE I 1 11 BRAC MOUIIT COST. vigipay J01• G. E DOOR ARCM OIVISI011 1CMIT. IIIGII-LIFT (TRACK SIZE. l'I nPEIIIII6 SR/C. I#1' O I x ' 0 DWR SIZCI ` V x 10' 1_ ' 11 YEBU AL IMK: 16 GA. V TRACKII RACK OPERATOR MODEL I.' III -Lint A t 10R. TRACK LEIIGTII r _7 1-eG Sll?1 I ICA DRf0I rtp IIvfRIIF.AO fl FAorMrr. /% rrbrvo rn ."s. w t- ut- ZJ wVw u WC 1. 1jx x tj s Op A SiJEET IT-5 1r . • Z"' MODEL Y: 901 SECTION TYPE: MIN. WIDTH 6V SHIPLAP MIN. HEIGHT 6'0" it TOP RAIL: 075" WALL THICKNESS STEEL BALL - BEARING ROLLER: TERMEDIATE BOTTOM RAIL: 75" WALL THICKNESS REINFORCING STRUTS: OSB & PLEXIGLASS p IV A4mt 301;SF DESI6N Ca 1 1/4" x 1 1/4" x 1/8" ANGLE 12'4" THRU 16'2 WIDE 2" x 2" x 1/8' ANGLE 16'4' THRU 20'2" WIDE INSULATED & WIRE NONE THRU 11'2" WIDE 11 4 4THRU 114 2" WIDE 8" ANGLE 2" x 2" x 1/8" ANGLE 14'4" THRU 16'2" WIDE INTERMEDIATE TOP RAIL W/ CAP & FIN: 075' WALL THICKNESS FIN IS .100" x 1 71T x FULL WIDTH SNAP -IN GLAZING BEAD WITH BUTYL TAPE: AIRCRAFT CABLE: 7:1 SAFETY FACTOR OaBOTTOM RAIL: O . 075" WALL THICKNESS BOTTOM ASTRAGAL: Q 3 1/2" (STANDARD) 2 1/g" 7" (OPTIONAL) k Vvi I v m 0KAl.RL I: 12 GA. MIN. CENTER STILES: 062" WALL THICKNESS DOOR WIDTH TOP BRACKET: 12 GA. AVAILABLE SIZES: THRU 20'2' x 16'0" BOTTOMS PANEL ALUMINUM AVAILABLE SIZES: THRU 16'2" x 16'0" INS12- INSULATED /PA14EL • ULAEOBOTTOM1/ 8" PLEXIGLASS W/ ALUMINUM BOTTOM PANEL L ALUMINUM BOTTOM PANEL TOPANEALUMINUMPBOTTOMPANEL BOTTOM P47 ANELO W/ ALUMINUM DOORS WITH INSULATED GLASS USE TWO ALUMINUM NOTE: ALUMINUM BOTTOM PANEL PANELS ON BOTTOM SECTION SANDWICHED AROUND ID STILES: 75" WALL THICHNESS i END STILE THRULEI4T WIDEDOUBLEEND STILE OVER 14' 2" WIDE ROLLER HINGE: 14 GA. MIN. I _OCK: 0 #2 END STILE NONE EXHAUST PORT: LEFT RIGHT CENTER j NONE COLOR: 0 WHITE BROWN CLEAR ANODIZED BRONZE ANODIZED SPECIAL (SPECIFY) clopay BUILDING PRODUCTS COMPANY CUST.. MODEL #: 901 QTY: OF SECTIONS HIGH SEE TABLE 1) 5 SKEET 'M- 4' DATE: / /? OZ elo PAGE 3 of Q JOB' - An0ND DOOR WIDTH: I U. ARCH: OF PANELS WIDE SEE TABLE N2) DOOR HEIGHT: Q- CONT: Q( fi21.GGl1 El"B HIGH -LIFT TRACK BREAIWJAY I] STRAIGHT IIICUNC I' O.D. SIIAFT: e81U eAQ=fl QIllEes: J PADS MUST BE FLUSII VITII JAHBS) STEEL - 10'V x 1211 x 1/4' I VOOO - 2' x 6' LUMBER x 12' 5111EROOM "E1I1LR_05L1MUI8EUEUIS 2' TRACK VOOD JAHBS STEEL JAMBS SIDE ROOM CEIITER COl-UIV) SIDE ROOM CEIITER COLl1HI 3 3/4' 1 7 1/2' 1 3/4' 9 1/2' 3' TRACK VOOD JAMBS STEEL JAIIBS SIDE ROOK MITER COLUIVI SIDE ROOM 1--3-1 CENTER COLUHII 9 1/2' II' JACKSIIAFT CHAIN IIOIST SIDE ROOH 1 CEIITER COLUIIIi SIDE ROOH 1 CEIITER COLUHII 30' 36' ' 1 II 1/2' 16' I I REVERSE ANGLE II CEHIER SUPPORT BRACKET. CABLE DRUID: _\ IIIT( RUEDIAIE IIORIZOIITAL RACKaiUr_ 1!9RILJD1J115.TALLE8) 0 LIEIIIGTI1I UPI'P1101TIJ, RACK Y[ S - (IIORI OIITAL TRACK LILIIGTII OVL 12'-0') IIORIZOIOAL AIIGLE: 11 GA. H111. LEI . JACKSIIAFT I CIIAIH HOIST I4RII4tLSt' 811145; 1 f, I(OIIE Q 10.000 CYCLE f- 125.000 CYCLE I50, 000 CYCLE EMD IIAMGER BRACKET: II _ 100, 000 CYCLE (SUPPLIED BY IIISTALLER) 8 i` 11481Z4U[ALIBAEK: i 2' TRACK11. RADIUS: TRACK L 15' R. SPRING BuuP[R: 114IE* — SPRIIIG SIZE AHD C011FIC1URATIO11 0101VIDUALLY CALCU-ATCO Ili C(DAITERSALAIICE D(17R LOAD. All EXACT SPRING LAYOUT IIORIZOIITAL 1RACK LEHGTII CAM BE FLRIOSIIED U'(UI APPROVAL OF BID. SORE DOORS WAY -DOOR IIEIGIIT I 19' - III -LIFT (2' TRACK) REQUIRE 6' SPRIIIGS OR DOUBLE SIIAFIS. DOOR IIEIGIIT 22' - III -LIFT (3' TRACK) ti u'i lIEAQRQ' 21"EQUIBEHEIIT.5 Hill. IIEAOROOII - III -LIFT 12' TI AXJ l I G I L- LI ILA YA I LA O L E MAX. IIIGII-LIFT = FLOOR 111 C.CILIIIG - (DOOR IICICIIT I 12') 11LLLC IIIGII-LIFE MAY MOT EXCEED DUUR IIEIGIIT - 21' x 6 L L iR-R2' x ' 11 1 TQP I.QILIS: I I YES I 110II I JRALK- SIZE• 0 3. CONTI l 1 1 1 BRAG vszDIRIpay COST. Jo,• ICIVIT, G. E DOOR ARCH 01VISI011 iRACK_ SQL• o;. foul LE I 1—---. I YEBTIC AURALK: 2T'' TRACKII. J TRACK IIIGII- LIFT ITRACK SIZE, J'I WfRATIIR HOOCL V III-L11-l- /' SI)EET 7-5 ll I91R. TRACK LEIIGTI .2'-?' ,r 3 a WEIII116 SIZE. ' ! x /0' 0 II ICADR( YII / (a SI[ICROI) /I I. DOOR SIZE. « 2 V M / ' - 11 %L a r IIVf. R1If.A0 GI fAvFHff. ffinro I•w rw.. 7 / !1 IPA n/ Chart No. 3 - Service Door Guide Selection O STANDARDDIMENSIONS OR 4 SLAT NO. 0' to 14'-1 " 2%2- 2 %i VT I'/e' I' 14'-1 %" to 24-2 2 Vz' 3' VT I %- I " 24'-2%' to 30'-0" 2%i 3" 3" I %" To Determine Dimensions For A Specific Door Sae: Y 1. From Chart No. 4 select y proper Area Number for width and height of door. When size falls on black Z line, use next larger Area Z Number. LU CL 2. Refer to Chart No. 5 for O dimensions. Use Area Number as selected in O Chart No. 4. 0 l7 W 2 15 10 5 0 5 10 15 20 25 30 WIDTH OF OPENING - Feet Chart No. 5 - Door Size Selection Chart DIMENSIONSAREA I 1 or 5 13" 14" 6" 1 1" 2 %z" 2 1 or 5 15" 16" 6" 12' 2%2" 3 1 or 5 16' 17" 6' 12' 2%z"• 4 1 or 5 18" 19- 6" 12' 2 %z-' 5 1 or 5 20" 21" 8" 12' 2 %z"- 6 4 20" 21- 9' 13" 2Vz"• 7 4 24" 25" 10" 15' 2V2- 8 4 26" 27' 10" 15" 2%2- This chan is based on the use of certain slats as recommended in the "Slat Selection Chan' on page 4. The use of other slats will increase the dimensions shown. Consult factory for the use of other slats and for doors over 24' in either dimension. E = 3'/i'with Astragal, 51/2" with Featheredge, 11'/2"with High Cycle Rolling Service Doors Operation Cookson doors are recognized in the indus- try as being the easiest.to operate. Sealed ball bearing mountings, balanced designs, and precision construction assure efficient, trouble -free use and minimal maintenance. Building design, operation requirements, size of door, and labor costs should deter- mine the selection of operator type: Handles in the cur- tain facilitate this operation which is not recommended for doors over 80 square feet in area or over 8' in height. Chain Operation: This popular, low-cost operation uses an endless chain and preci- sion cast iron reduction gears. It is recom- mended for medium to large area doors. GsaskOperasiew: Available with a crank - box or removable awning -type handle, the crank is operated through shafting and pre- cision cast iron reduction gearing. Mesem (Seepage 21 for specifications.) For exterior walls that will be exposed to the elements, we recommend Cookson's Weatherbar® Door. This fully weather- stripped rolling door gives excellent protec- tion against wind -driven rains and dust. Type FK - CRANK Type FCM - MOTOR Type FCM - MOTOR Standard Mounting) t e,. (Alternate, Mau fE i2AADE - f BOTTOM BAR E BOTTOM BAR JAMB OFGWIDTH FACE OF WALL FACE OF WALL MOUNTED JAMB OPr H FACE OFWALL MOUNTED MOUNTED TEDHOOD Y z TYPE NO. t GUIDE OR TYPE NO. 2 GUIDE MASONRY - STEEL WOOD G a Door -Types - The most frequently specified rolling, -service doors, shown here, offer a wide range of. t': .> operations and mountings. If a -design is• needed for non-standard applications, excel- sive usage, or special- features -as, described" elsewhere in this catalog, consult'your local distributor or the factory for assistance. Cookson standard service doors are designed to cycle 25 times per day up to 50,000-times for the life of the. door.). Cookson has built its fifty-year reputation on superior quality and cost-effective reliability. We put• that reputation on the line with each and every rolling door we manufacture. pe FP - PUSH-UP Type JP - PUSH-UP Type FC - CHAIN T —r C E 6" 6" E C D i` E BOTTOM BAR BOTTOM BAR I BOTTOM BAR LACE 0 ALL rJAMBOPG BETWEEN JAMBSWIDTHMOUNTE JAMB OVG. WIDTH FACE OF WALL MOUNTED J JAMB OVG. WIDTH 4—MOUNTED GUIDE OPG WIDTH IT y 1 y _ Z r - Z { _ -. J —FI I 6' TYPE N0. 1 GUIDE OR TYPE NO. 2 GUIDETYPE NO I GUIDE OR TYPE N0. 2 GLIDE MASONRY STEEL MASONRY STEEL WOOD WOOD Not Available lot doors over 60 go. it. or 6 R. In height Nor available tar doors over 60 sq. it. or 6 it. In height Motor operation is neenunRnded In Arate A a, 5% 6, 7 eitd B 6 ce-J. RATION Usti UP HAIN (SIi RANK AOTOR N 20' JAMB OPENING WIDTH MAXIMUM _ I I 2 1/2" FOR 3/16" AND 1/4" TIIICK WALL ANGLE 3" FOR 5/16- ANU 3/8" THICK WALL ANGLE WINOLOCK BAR 2" •-I— 2" WIN LUCK GUIDE MAT'L: STEEL I ILI BOTTOM BAR DETAIL MU T_'L: STEEL I1. GENERAL SPECII'ICAIIONS SEE SHEET I. SEE ORANGE COUNTY MASTER FILE` 2. DOOR IIAS BEEN TES1EO TO DESIGN PRESSURE 30 PSF POSTIVE AND NEGATIVE, ACCORDING 10 ASTM E330 AND 1997 STANDARD BUILDING COOS 1706 k 1707.4 3. DOOR GUIDE ATTACHMENT BY BOLTING. BOLT CONNECTING PROVISIONS SIIOULD COMPLY WITH UNIFORM BUILDING CODE STANDARD NO. 27-7. JAMB OPG. WALL ANGLE BOLT SIZE BOLT WIDTH THICKNESS DIAMETER SPACING UP TO 10' 3/16" 1/2. 24. 10' - 12' 1/4" S/B' 24" 12' - 14' ; 5/16" 5/8" to" 4' - 70' 3/6. 5/8.• 12• 4. DOOR GUIDE ATTACHMFNT BY PLUG WELDING SLOTTED HOLES. WELDING PROVISIONS SHOULD COMPLY WRIT UNIFORM BUILDING CODE SIANUARO NO. 27-6. JAMB UPC. WALL ANGLE WELD SIZE SPACING WIDTH THICKNESS ON CENTER UP 10 10' 3/16" 3/16" 24" 10' - IT 1/4' 1/4' 24" 12' - 14' 5/16' 5/16" 18" r 14' - 20' 3/8- 3/8" 12' J PLAT SLAT SLAT: _ 5- .U29 MAT'L: '@ALV. S1EFL _ CKSON ROLLING DOORS ORANGE COUNTY MASTER FILE ROLLING STEEL DOORS 30 P.S.F. WINDLOAD DESIGN I if J — . U L J O J LH I J t. M V I U L U U U IN I IV J _I (\L LH 111.1_I y _ _ _ „1 oR.wlNc O nL..;. \.aovo\•ro >owoo o L2 OF 5 1 MI ASTER FIB Simple Test Doors Type F010-1 - Push -Up Counter Fire Door Firfa[Cote'- Face of Wall Mounted 1.0 GENERAL 1.1 Summary A. All Rolling Counter Fire Doors shall be Series FD10 as manu- factured by The Cookson Company, Phoenix, Arizona. Furnished materials shall include all curtains, bottom bars, guides, brackets, hoods, operating mechanisms and any spe- cial features. B. Work not to be included by The Cookson Company includes design of, material for, and preparation of door openings but not limited to structural or miscellaneous iron work, metal or wood trim, access panels, finish painting, electrical wiring, con- duit and disconnect switches. 12 Duality Assurance A. All rolling counter fire doors shall be constructed in actor - dance with testing agency requirements and shall bear a [3 hour] (1-M2 hour] [3/4 hour[ rating label. 2.0 PRODUCTS 2.1 Materials A. The door curtain shall be constructed of interconnected strip steel slats conforming to AS7TM-526. The curtain shall be con- structed of 22 gauge No. 10 (1-1/4' high by 3/8- deep) slats as designated by The Cookson Company. B. The finish on the door curtain shall be Cookson FinalCote con- sisting of the following: 1. Hot dipped galvanized G-90 coating consistent with ASTM A-525 2. Bonderized coating for prime coat adhesion 3. Corosion inhibiting primer- 2 mils per side 4. Thermo -setting tan polyester top coat with a minimum thick- ness of .6 mils each side C. The bottom bar shall be constructed of tubular steel measuring r high by 1-1/4- deep. The bottom bar shall receive one (1) coat of bronze rust -inhibiting prime paint. D. The guides shall be constructed of box sections of steel. The finish on the guides shall be one (1) coat of bronze rust -inhibit- ing prime paint. E. The brackets shall be constructed of 11 gauge steel plate and shall receive one (1) coat of bronze rust -inhibiting prime paint F. The barrel shall be s" tubing of not less than 4' in diameter. Oil tempered torsion springs shall be capable of correctly counter balancing the weight of the curtain and shall have both a main and an auxfiiary spring. The barrel shall be designed to limit maximum deflection to .03' per foot of opening width. The 22 2.3 3.0 3.1 32 barrel shall receive one (1) coat of bronze rust -inhibiting prime paint G. The hood shall be fabricated from 24 gauge galvanized steel and shall be formed to fit the square brackets. The finish on the hood shall be the Cookson FinalCote finish as indicated in the curtain section. e counter fire door shall include the Firestop Fire R Co op as manufactured by The Cookson Cc y and shall inclu following: 1. The Firestop ertop shall be dorm 1-s/e- thick throughout and she for 1-1/2 hour on interior openings. 2. The top and surfaces shall b ica) [Nevamad Isom laminate as selected. 3. notching of the countertop shall be perform Operation A. All push-up operated counter fire doors shall have an automat- ic closing device and governor to control the downward speed of the door which shall become operational upon the fusing of a 160 degree fusible link. The door shall have an average dosing speed of not less than sic (6) inches per second and not more than twenty-four (24) inches per second as indicated in NFPA Bulletin 80. Once the door has dosed, it should be able to be reset by one person on one side of the door only. B. Push-up operated doors shall open and dose with a maximum of 30 pounds of effort utilizing finger lifts in the bottom bar. This type of operation should not be used for doors over 8 feet wide. Locking Mechanisms A. The push-up doors shall be secured by means of a concealed sliding bolt deadlock in the bottom bar operated by a [thumb - turn) jSVl0adaSle6a[. EXECUTION Installation A. All Cookson Rolling Counter Fire Doors shall be installed in accordance with NFPA Bulletin 80 by an authorized Cookson Distributor. Warranty A All Cooksonl Rolling Counter Fire Doors shall be warranted for a period of twelve (12) months from the time of shipment against defects in workmanship and materials. AME OPENING WIDTH I 10 - ( GUIDE OPENING WIDTH i I WINUIOCK sArIL 3 Yzp GUIDE DETAIL T YFE is MAT'; : - S_ -L NISH:Ga 6N: PK kZE qyz„ VERIFY WALL CONSTRUC T ION 30TTOM 3AR DE -AIL MAT'' STEEL FINISH: 39WWaRIME 1 I Z'w " I 6MA6k, } i i ell SLAT-4S 226AL e MAT'I • GAL V, c=_ NIS-: GRcv oRIME WINDLOC:(5: As REC'D CHAIN OPERATED SERVICE DOOR Tti-PE FC-22 FACE MOUNTEDTED i . GENERAL SPECIFICATIONS SEE SHE= I 60 2_ APPROX. WT. OF DOOR IS 95'D LBS. KGS 3. ALL DIMENSIONS IN BRACKETS ARE METRIC. 4. THIS DRAWING COVERS GENERAL CONDITIONS, DIMS AND SPECIFICATIONS ONLY. DO NOT USE FOR INSTALLATION PURPOSES. INSTALLATION INSTRUCTIONS AND DIMENSIONS ARE INCLUDED WITH SHIPMENT. PWL megn 3OPS F reS 14J III itj DwAo DIMENSIONS AND CLEARANCES AS NCTED BY ASTERISK MUST BE FIELD CHECKED. VERIFIED BY: ON: MAKE I HAND ARCH. MARK COOKSON MARK I AS SHOWN OPPOSITE R-1 QWF I y 17 I ORIGINAL DRAWING N0. BY DA ic' REVISiON CCOOKSOIN ROLLING DOORS OE: CW,"7W HONOR CONTRACTOR: fond f/ WfiWCMAN DWA ARC -I T ECT: OISTRIBU T OR: J e/Y1NrfiE is Me.411 DRAWING NO. I 0 5 3 u AME OPENING WIDTH I I GUIDE OPENING WIDTH WINUt bcg TAIL J I it z,,., C I I 3 GUIDE DETAIL TYPE 1 IMAT'I STE= NISH: Sa,6N'd PQ "E- q yZ„ i . GENERAL SPECIFICATIONS S-; S'r,EE*I 647 2. APPROX. WT. OF DOOR IS LBS. KGS 3. ALL DIMENSIONS IN BRACKETS ARE METRIC. 4. THIS DRAWING COVERS GENERAL CONDITIONS, DIMS AND SPECIFICATIONS ONLY. DO NOT USE FOR INSTALLATION PURPOSES. INSTALLATION INSTRUCTIONS AND DIMENSIONS ARE INCLUDED WITH SHIPMENT. DOolr! megn 3OPSF D5164 YYun!D-0Ao DIMENSIONS AND CLEARANCES AS NOTED BY ASTERISK ( E) MUST BE FIELD CHECKED. VERIFIED BY: ON: MAKE I HAND I ARCH. MARK AS SHOWN VERIFY WALL CONSTRUCTION fail I_sii mw f 5lB N EOTTOM EAR DETAIL MAT'_ STEEL WISH: 39ftaePRIME LAT Jr 22.6ALlCge MAT" GAL V. STEEL FINISH: GREY '?IME WINDLOCKs: AS REO'D CH- LN OPERATED SERVICE DOOR T%'-PE FC-22 FACE MOUNTED OPPOSITE COOKSON MARK R 2 R-3 lz- y 9 5 I- DuWF 941'% ORIGINAL DRAWING NO. I 8Y I DA it I REVISION CCN ROLLMCs DOORS Joe: 6tUilf7 q #OA/AD4 CONTRACTOR: WbDd. W SWCM R ARC-ITECT: DISTRIBUTOR:- j6/ Al7l(ao C DRAWING 1' 40. I Z 0 5 E.5 3 f _6a •CAMP OPENING WID i H 7r GUIDE OPENING WIDTH i 3/8" S1/ba WALL, wlmvc,6cA, BoiL 31 ; 3 z." GUIDE DETAIL TYPE: S iNISH:"Bg6m ,c p4jK4E 7 yZ„ VERIFY WALL CONS TRUCTION 3OTTOM BAR DETAIL MAi'•• S=L FINISH: a'lti RIME 1 I t I LA T 45 226ft4s MAT'i• 'ALV. Sir= 11NISH: GREY 'RIME WINDLOCKS: As REQ'D CHAIN OPERATED SERVICE DOOR 77-i'PE FC-22 FACE MOUNTED i . GENERAL SPECIFICATIONS SEE SHEET 40 2. APPROX. WT. OF DOOR IS 131'_LBS. KGS 3. ALL DIMENSIONS IN BRACKETS ARE METRIC. 4. THIS DRAWING COVERS GENERAL CONDITIONS, DIMS AND SPECIFICATIONS ONLY. DO NOT USE FOR INSTALLATION PURPOSES. INSTALLATION INSTRUCTIONS AND DIMENSIONS ARE INCLUDED Willi SHIPMENT. DDOIL A egn 3OPS F M 161I,J WiR1 D-DAD DIMENSIONS AND CLEARANCES AS NCTED BY ASTERISK (yE) MUST BE FIELD CHECKED. VERIFIED BY: ON: MAKE ( HAND ARCH. MARK COOKSON MARK SHOO FWN ) /- 7 OPPOSITE oWF j y 17 ORIGINAL DRAWING NO. BY DA i cREVISION CCOOKSON ROLLING DOORS JOB: CONTRACTOR: ARC:= ITECT: CIS TRI9UTOR: DRAWING NO. 3 o S B. 5 qYz" 1 q JAM-- OPENING WIDTH VERIFY WALL CONSTRUCTION 1 GUIDE OPENING WIDTH j - i 3/8" 1 fSll f5i1 q q WAW ANGt in T WINDt,6CK SAIL I i 3 ; /2„ 3 Yta GUIDE DE T AIL TYPE BOTTOM BAR DETAIL MAT'i •STEEL MAT'!_: STEEL iNISH:B4264ZI-m M K46 FINISH: &UaEPRIME 1 I 121 n 1 r-- 114 N SLAT 6 226AUlge MA T'L GALV. STEEL FINISH: GREY PRIME WINDLOCKS: AS REO'D CHAIN OPERATED SERVICE DOOR TYPE FC-22 FACE MOUNTED 1. GENERAL SPECIFICATIONS SEE SHEET 6 4 2. APPROX. WT. OF DOOR IS j IIS LBS. KGB 3. ALL DIMENSIONS IN BRACKETS ARE METRIC. 4. THIS DRAWING COVERS GENERAL CONDITIONS, DIM! AND SPECIFICATIONS ONLY. DO NOT USE FOR INSTALLATION PURPOSES. INSTALLATION INSTRUCTIONS AND DIMENSIONS ARE INCLUDED WITH SHIPMENT. 5 'DDOIL Aiagn 3OP5F M160 Wltj ftbAn DIMENSIONS AND CLEARANCES AS NOTED BY ASTERISK (t) MUST BE FIELD CHECKED. VERIFIED BY: ON: MAKE I HAND I ARCH. MARK COOKSON MARK i I SHOWN I I p-v OPPOSITE 1 I VWF:l 91117102 ORIGINAL 'DRAWING NO. I BY DATE REVISION CCOOKSON ROLLING DOORS JOB: (VUJE!! iV HONDQ CONTRACTOR: wo5day Stjpacy ARCcaTECT: DISTRIBUTOR: , 8 f/j 1KPi/i/ DRAWING NO. I 015 sue-: - = •-- -. — .. • Al ul RACEWA NO YES 1 FIREFLY [] VOLTAGE C-o-- RACEWAY 160' [71- C] FUSIBLE LINK A f 1 WrA -W C&V $L0&klN(A IaI I 1 1 24 GAUGE HOOD I kr 3WO6 _ t_-I I I I Ll 3/4" [44] i 3/4" 1 1 /2 HOUR W.H. 1 LABELED FIRE DOOR A I 0 *JAMB OPENING WI? : -i r r GUIDE OPENING WiGTH Ii-• JAMB DIM OP= KING Y 0 TO 8'-0" (0 - 2M) 1 1 7/8" [48 j 8' TO 14'-0" [2M - 4l 1 2 5/8" [67] 1 GUIDE DETAIL VERIFY WALL C0\S-1?CTION AND '='CKNESS WVWAtL- Woft/MaI4& STLA D BOTTOM BAR DETAIL 3" [76] 10" (254] r-, • 1 N u 1 0 I/J SIDE Q I JI I r 1 1+ i AN 6L.9 SILL 30710M BAR LOCK I TYPE I CPSRATION 1 INSIDE I OU- TSIDE I 'PHUMBTURNI LM I ; i I CYLINDER I 1 NO LOCKING f"10 SLAT 1 J2" 1 1/4" f32] SLAT DETAIL - 22 GAUGE PUSH - UP COUNTER FIRE DOOR TYPE FD10-1 FACE MOUNTED 1. THE COOKSON COMPANY ASSUMES THAT THE FIRE DOOR(S), AND THE WALL AND/OR MOUNTING CONDITIONS ALONG WITH THE FASTENERS USED IN ATTACHING THE DOOR(S) TO THE STRUCTURE MEET WITH THE AUTHORITY HAVING JURISDICTION'S APPROVAL FOR FURTHER REFERENCE CONSULT N.F.P.A. BULLETIN 80. 2. GENERAL SPECIFICATIONS S-- SHEET D-S 3. APPROX. WT. OF DOOR IS LBS. KGS. 4. DIMENSIONS IN BRACKETS ARE METRIC. 5. IF S.S., PARTS TO RECEIVE NO. 4 FINISH. 6. IF SIL, PARTS TO RECEIVE SHOP COAT OF PRIMER. MATERIAL S c: G-_V. I S.S. CURTAIN BOTTOM BA. .0 1 I I! I HOOD I %I i GUIDE-1 1 CI i Li I DIMENSIONS A.,mD CLEARANCES AS NOTED BY ASTERISK MUST BE F!=LD C 4ECK=D. VERIFIED BY: ON: MAKE I -AND I ARCH. MARK COOKSON NARK I SASH''OWN OPPOSITE I #,/Wf- I Lf l- DZI OR'GINAL DRAINING NO. I BY I b A1t I REV;SiON CN ROLLING DOORS JOB: CONTRACTOR: ARCHI TECT: DISTRIBUTOR: DRAWING NO. OF F.1 HORIZONTAL TRACK END HANGER BRACKET SUPPLIED BY DOOR INSTALLER) CLOSES CAST ALUMINUM ROLLER CHANNEL. INTERMEDIATE HANGER CABLE DRUM --\ • REQUIRED FOR DOORS 12'0' AND HIGHER , OFF -SET SPLICE PLATE USED TO .JOIN VERT L HORIZONTAL TRACKS. RIVETED TO VENT ANGLE L BOLTED TD Tm V1TH V4'-a x 5m LG TRUSS HEAD SCREYT L = NUTS OPENING HEIGHT 24- TYPICAL I CTR-CTR I 3/8'-16 X 3/4' MACH SCREWS L LOCK NUTS IRIZONTAL TRK LENGTH = DOOR HEIGHT + 22' GALVANIZED STEEL TRACK SECTIONS VERTICAL - .055 MIN OFF -SET TRACK CLIP RIVETED TO 12 GA. GALV. ANGLE. INSTALLED TO TRACK WITH 1/4'-20 X 5/8' TRUSS SCREWS AND LICK NUTS 3 1/2 SIDE ELEVATION STANDARD -LIFT TRACK DETAILS WOPQ JAMBS 1 /2-x3' MIN. EMBED LAG SCREW. WASHER REQ'D. 20' MAX. O.C. TO SECURE 2x6 WOOD JAMB TO WOOD STRUCTURE 12 GA. GALV. CONTINUOUS ANGLE MOUNT TRACK FASTENED TO 2x6 #2 OR BETTER YELLOW PINE JAMB WITH ONE 5/ 16-x 1-5/8' LG. LAG SCREW PER TRACK CUP LOCATION. SECTION 5-5 STEEL JAMBS 3/16- MIN, MAY BE BACK - STEEL JAMB ED WITH SECTION 5-5 CONR BUT NOT REQUIRED. 1/8'xt' LONG FILLET WELD (E60XX ELECTRODE MIN.). WELD TO BE LOCATED VERTICALLY ON ANGLE AT 24' 12CENTERANDTACK GA. GALV. REVERSE WELD TOE OF ANGLE AT OR CONTINUOUS ANGLE SAME SPACING. MOUNT TRACK FASTENED DIRECTLY TO STEEL. JAMB. GALV STEEL TRACK SECTIONS- HORIZONTAL- 14GA. MODEL 9.01 HIGH WIND 12'-2" WIDE X 8' THRU 16' HIGH LHR TOP BRACKET DOUBLE HORIZONTAI_ TRACK li DOUBLE TRACK u l •L ,.:•:•••JIO. yQg- DOUBLE TRACK LOW HEADROOM. HI-UFT TRACK. FOLLOW -THE -ROOF TRACK. AND VERTICAL UFT TRACK ARE AVAILABLE OPTIONS. 3' TRACK ALSO AVAILABLE. SECTION 5-5 MAY BE BACK -FILLED WITH CONCRETE. BUT NOT REQUIRED FOR SELF TAPPING SCREW. 12 GA. GALV. — REVERSE OR CONTINUOUS ANGLE MOUNT TRACK FASTENED DIRECTLY TO STEEL JAMB STEEL JAMBS 3/16' MIN. STEEL I JAMB I 5/16-xt- LG. SELF TAPPING SCREW.- " 24' MAX. O.C.1 TO SECURE ANGLE TO STEEL JAMB. WOOD JAMB ON CONCRETE 2.000 PSI MIN CONCRETE 3/8' DA. x 1-5/8' MIN. EMBED SLEEVE ANCHOR BOLT. WASHER INCL'D. 24' MAX. O.C. TO SECURE 2x6 JAMB TO CONCRETE SECTION 5-5 Z112 GA. GALV. CONTINUOUS ANGLE MOUNT TRACK FASTENED TO 2x6 #2 OR BETTER YELLOW PINE JAMB WITH ONE 5/16-x1-5/8- LG. LAG SCREW PER TRACK CUP LOCATION. MODEL #901 MADE OF 6063-T5 ALUMINUM EXTRUSIONS. WALL THICKNESS) TOP L BOTTOM RAILS - .075 INTER. TOP L BOTTOM RAILS .075 TOP HAS .1 x 1.875' FIN INTER. TOP RAIL CAP .040 SINGLE 1L DOUBLE END STILES .075 CENTER STILES .062 HEIGHT A' UMBER 0 I SECTIONS x 2 x 1/ ALUM ANGLE 8-0 4 5 8-3 THRU 10-0 5 6 10-3 THRU 12-0 6 7 2-3 THRU 14-0 7 8 4-3 THRU 16-0 8 9 END STILES FASTENED TO RAILS WITH FULL LENGTH 5/16' ALUMINUM RODS AND FLANGE NUTS QREINFORCING FIN ON INTERMEDIATE TOP RAILS ANGLE CUT AT END STUM REINFORCING ANGLE - REFER - TO SECTION 1-1 FOR INSTALL A 5 1 lid 43 21 12 \ 1 5 7-UAY 51MAX 4Typ. - MAX. 1• ALL PANELS IN BOTTOM SECTDIN TO BE .050' THICK SMOOTH ALUMINUM. CONCRETE JAMBS 2.000PSI MIN CONCRETE 1/4'x1-3/4' MIN. EMBED TAPCON CONCRETE FASTENE9,. WASHER REQ'D. 18-1 /2' MAX. O.C. TO SECURE ANGLE TO CONCRETE SECTION 5-5 1 12 GA. GALV. REVERSE OR CONTINUOUS ANGLE MOUNT TRACK FASTENED DIRECTLY TO CONCRETE. SPRING LOADED SLIDE BOLT LOCK. (2) PER DOOR. MOUNT WITH (4) 14 X 5/8' LG. SHT. MTL. SCREWS. VIEW `A' TWO POINT LOCKING BOTTOM SECTION REINFORCED WITH A TEMPERED ALUMINUM EXTRUSION WITH INTEGRAL RETAINER FOR FLEXIBLE VINYL ASTRAGAL ASTRAGAL TO BE 3 1/2' FLEXIBLE VINYL WITH RIBS THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS IS THE RESPONSOIUTY OF THE SUMDUC ENGWEER OR ARCHITECT OF RECORD. INTERMEDIATE BOTTOM RAIL O INTERMEDIATE TOP RAIL WITH REINFORCING FIN AND CAP CENTER STILES FASTENED TO RAILS WITH FULL LENGTH 5/16' ALUMINUM RODS AND FLANGE NUTS CDR-LOVLY CENTER HINGE OF 16 GA. GALV. STEEL, ATTACHED TO INTER. BOTTOM RAIL WITH (2) #14 x 5/8' SHT MTL SCREWS AND TO INTER. TOP RAIL WITH (2) 1/4 - 20 x 1/2' HEX HEAD MACHINE SCREWS L NUTS SECTION ODUSTABLETOPROLLER71 BRACKET OF 12 GA. GALV. a A STEEL FASTENED WITH 4 114 x 5/8' SHT MTL ZMEETINGRAILSFORMA WEATHERTIGHT SHIPLAP i'ti JOINT a i`i 2' ROLLERS FEATURE 10) 1/4' DIA. STEEL BALL BEARINGS. FULL FLOATING IN CASE HARDENED STEEL SIM RAM FULL -VISION SECTIONS TO BE OF 1/8' OSS GLASS OR 1 /8' PLDOGUI.SS. HELD IN PLACE WITH SNAP -IN GIAIPIG BEAD AND BUNT TAPE INIiRYEME ROLLER HINGES OF 14 Gk MIN. GALV. STEEL= FASTENED WITH 4)1 14x5 8 SHEET METAL SC EWS & 1 /4'x3/4' SELF TAPPING SCREWS. 2, x 2' x 1 8' ALUMINUM ANGLE. TTACHED TO EACH REINFORCING RIB. WITH ( 2) 1/4' HEX BOLLS AND RANGE NUTS. AT EACH WGE LOCATKK ONE (1) ATTACHED i0 80TTm RAIL OF BOTTOu 6ECITON AND TOP PAL OF EOP SECTION WITH 114 x 5/8' SHT YETAL SCREIMS STEP PLATE-13 GA. 0 Z 4 v Z v s, C B 0 Z GALVANIZED STEEL JIttG" - V, OOt X - 90TTOM ROLLER BRACKET • .. ,n JF 12 GA. GALV. STEEL FASTENED WITH (4) 14 x 3/16' x 7••x .19:• DRIVE SCREWS ,•_ '' • -. . DESIGN ENGINEER. MARK " f,RFIELD. P.E. FLORIDA P.E' 148495 '': i•'' DESIGN LOADS:-+30.0- .. dt -30.0 P.S.F. TEST LOADS: `+46.0 P.. -P.• do -45.0 P.S.F. Products cooAe%y KoQDa. o a, Signature Systems of Florida AECEIV MAR 1810 03 PROJECT Couarrtter,:ss j'ee,-2p,..,) aj dor, - FIRE ALARM SYSTEM d d Submittals A o FURNISHED AND INSTALLED BY SIGNATURE SYSTEMS OF FLORIDA DATE SUBMITTED: d February 7, 2003 f A V AZE N -- EDWARDSSYSTEMS TECHNOLOGY QSC Conventional life safety control •panel Features Supports up to 48 Class B or a combination of 40 Class A and Class B conventional circuits Compatible with two- and four -wire smoke detectors Failsafe mode ensures uncompromised reliability Capacity for eight remote annunciators - Four built-in system relays s Optional dual line dialer supports Contact ID and 4/2 formats Three methods of programming: OuickStart auto - learn," front panel and personal computei (PC) Supports optional barcode scannerfor direct device data entry Two optional banks of 30 front panel switches with dual LEDs Red or grey cabinets in two sizes for surface or semi -flush mounting Four - line (80 character) backlit LCD display Fourpassword levels, plus priority access keyswitch Message routing by event type or by individual message 1, 000 event history buffer, plus alarm history counter 6 amp Power Supply, 4.75 amps available for external use ULC- S527-99compliant Compare utility identifies system changes and simplifies testing. Description EST' s QSC life safety control panel provides a cost-effective solution for conventional life safety applications. Designed for easy setup and simple installation, QuickStart lives up to its name in every respect. QSC's exclusive QuickStart auto -learn function, and the option of configuring the panel using convenientfront panel programming or from a PC, makes short work of system -setup. Text entry is easy as well. A few simple passes of the optional scanner is all it takes to store custom messages. ' QSC' s setup routine is deceptively simple, considering this syeteiil' s robustfeatures. Supporting upto48 conventional Class B i ' . Quick .tart CONTROL PANELS r10i11 i{IIIIl I10 . LC iT.' iY'?dIN +s:r. •i'e'.•. r`p 1,. `/' WL4'ti :-.iNW: or a combination of 40 Class A and Class B initiating circuits, this panel leaves plenty of room to grow. QSC is compatible with either two- or four -wire detectors, and also provides built-in support for EST's 2M/C2M family of conventional detectors. QuickStart' s modulardesign brings flexibility to every installation. Quick- Lok option cards snap onto QSC's easily -accessible DIN mounting rails. These cards provide a dialer, auxiliary relays and additional system capacity. QSC also supports as many as eight remote annunciators and up to 60 programmable front panel switches with dual LEDs for system control and display. QSC is as simple to operate as it is to set up. Its easy -to -read four - line backlit LCD display provides details concerning up to 1,000 system events, while bright system status LEDs and large, tactile control buttons present the userwith a clean, crystal clear interface. Four password levels limit control and information retrieval to authorized personnel. A priority access keyswitch gives Level 2 access without a password to management and emergency personnel. Application QSC is a total life safety solution that merges flexibility, high system capacity, and robust features with a cost-effective and installer - driven design. Ideal for small buildings, the QSC is perfectly suited for new and retrofit applications in schools, apartment buildings, hospitals, office buildings, and retail facilities. EDWARDS SYSTEMS TECHNOLOGY, INC. U. S. SALES: SARASOTA, FL 941-739-4200; FAX 941-727-0740 - CANADA SALES: OWEN SOUND. ON 519-376.2430; FAX 519-376.7258 INTERNATIONAL SALES: 905-270-1711: FAX 905.270.9553 - CORPORATE HEADQUARTERS: CHESHIRE. CT - U.S. MANUFACTURING. PITTSFIELD. ME Issue 3 Literature Sheet #85005-0112 Page 1 of 8 Not to be used for installation purposes. I r T Operation Indicators 1. Text display and controls: Displays system messages, status information, and programming menus. Arrow buttons move the display cursor. 2. Alarm LED: Indicates a fire or life threatening emergency. 3. Supervisory LED: Indicates an off -normal condition with the fire suppression system or related equipment. 4. ' •Disable/Test LED: Indicates part of the system is disabled or being tested. Disabled components also signal a system trouble. 5. Monitor LED: Indicates the operation of an ancillary system function (door closures, fan pressure switches). 6. Trouble LED: Indicates an off -normal condition or wiring fault that compromises the integrity of the system. 7. Ground Fault LED: Indicates a ground fault in the system wiring. Ground faults also signal a system trouble. 8. CPU Fail LED: Indicates an unexpected reboot or failure with the microprocessor. CPU failures also signal a system trouble. 9. Power LED: Indicates the panel has power. 10. Help button: Provides additional information about the device selected on the display. 11. Status button: Displays the Status Menu from which you can identify active or disabled points in the system. 12. Panel Silence/Acknowledge button and LED: Acknowledges all events posted in the display queues and turns off the panel buzzer. The panel silenced LED indicates that off normal events have been acknowledged. CPU / LCD Display The QSC front panel display provides four lines by 20 characters of text detailing event, device, diagnostic, and programming information. Its large backlit LCD screen is easy to read and always. provides at -a -glance indication of the system's state of operation. The CPU/Display Unit houses the CPU card and mounting space for two optional LED/Switch; hard` _ i r.?s 0 AlR4 : Kim— FJ _ s Display with one alarm shown Controls 13. Reset button: Allows devices or zones in alarm or trouble to restore to their standby condition. The LED indicates that the panel is resetting. 14. Alarm Silence button: Turns active notification appliances off depending on panel programming. Pressing Alarm Silence a second time turns them -back on. The LED indicates that the panel is in alarm and operating with notification appliances turned off. 15. Drill button: Activates notification appliances depending on panel programming but does not place the panel in alarm. The LED indicates that the panel is in Drill Mode. 16. Menu button: Displays the operator menus. 17. Delete button: Returns to the previous menu or backspaces the cursor. 18: Enter button: Press the Enter button to accept information or continue to the next item.' 19. Numeric keypad: Numbered buttons f or entering values and making menu selections. 20. Barcode scannerjack: Input for optional barcode scanner. 21. PriorityAccesskeyswitch:Enables control functions reserved for access level 2 and above without requiring a password. Specifications Operating Temperature: 32-120 °F (0-49 *Q -. environment Humidity: 93 %RH, non -condensing Current Standby: 117 mA when connected to PS6; requirements 105 mA when connected as a remote annunciator ' Alarm: 135 mA when connected to PS6; 123 mA when connected as a remote annunciator Failsafe Mode If the CPU loses communication with other circuit cards, the power supply card continues to monitor the system for any alarm events. If an alarm occurs on any device or circuit during a communica- tions failure, the power supply activates all.alarm outputs and instructs the dialer to transmit a default alarm message to the monitoring station. EDWARDS SYSTEMS TECHNOLOGY, INC. Page 2 of 8 Literature Sheet 085005-0112 Issue 3 Not to be used for installation purposes. Typical Wiring Initiating Device Circuit - Class A F 2 2 2 2 1R Initiating Device Circuit - Class B ' F 2 2 2 2 Class B Notification Appliance R.- Circuit with Genesis Signals and Signal Master for independent horn and strobe control and synchronization. c M 2R. 1R Notification Appliance Circuit Class B with Separate Strobe and Horn Circuits z R. Notification Appliance Circuit Class A with Combination Hom-Strobe Circuit QSC Panel 1R Coded signaling 2.vocRSFx PSM I-16 PSBte1-16 1rx wsex 1oi o m 1 R O 4 LEGEND Integrity ® Genesis o Genesis O Smoke D Manu Hom-Strobe Hom-Strobe a Signal Master Detector Pull S More wiring suggestions can be found in the OSC Fire Alarm Control Panel Installation, Operation, and Maintenance Manual, P/N 3100185. EDWARDS SYSTEMS TECHNOLOGY, INC. Issue 3 Literature Sheet #85005-0112 Page 3 of 8 Not to be used for installation purposes. Standard Components and Option Cards All QSC panels come standard with a CPU/Display Unit, and a PS6 Power Supply (see ordering information for details). QuickStart option cards provide a wide range of features and extra system capacity. Thanks to the convenient Quick- Lok mounting system, option cards snap onto the DIN mounting rails easily and securely: Wallbozes are available in two sizes with room for either five or 12 single-space option cards. Both sizes of wallbox feature easily -accessible mounting rails and plenty of room for cabling. F. STANDARD COMPONENT Power -Supply -Card - - - - - -- - — - --PS6- The PS6 provides primary do power to all the circuit cards installed in the cabinet. There are four 24 Vdc power output circuits-_ three for powering auxiliary applications, and one for powering four -wire smoke detectors- and a charging circuit for standby batteries. The PS6 also provides common alarm, supervisory, and trouble relays, as well as a fourth relay that is user programma- ble. YI.M MG MO rOMpI YY MR @ Y[O0 Wiring mtam0mmmmmmmmmmmmmm TBl rcrw Relayl: Form C. Contacts change position when the control panel processes an alarm signal and remain changed until all active alarm inputs restore and the control panel resets. Relay2: Form A. Contacts change position when the panel processes a supervisory signal and remains changed until all active supervisory inputs restore. Relay3: Form A. Contacts change position when the panel loses power or processes a trouble signal and remains changed until power returns or the trouble clears. Relay4: FormA Relay closes and opens according to panel programming. Smoke/Accessory Power: Jumper setting determines if the 24 Vdc is constant or resettable. Specifications Main supply circuit AC input: 115 or 230 Vac, 50/60 Hertz DC input: 24 Vdc batteries Battery charging circuit Charge current: 2 amps Charge capacity: 40 amp hours (UL) 30 amp hours (ULC) Smoke/Accessory Voltage: 24 Vdc, regulated power output circuit Current: 250 mA Wire size: 12 to 18 (0.75 to 2.5 mmz) Auxiliary power Quantity: 3 output circuits Voltage: 24 vdc full wave rectified Current: 1.5 amps each Common alarm relay Style: Form C Contact rating: 1 amp Wire size: 12 to 18 AWG (0.75 to 2.5 mmz) Trouble, Supervisory Style: Form A (N/O) and programmable Contact rating: 1 amp relays Wire size: 12 to 18 AWG (0.75 to 2.5 mmz) Operating environment Temperature: 32 - 120' F (0 - 49' C) Humidity: 93 %RH, non -condensing Current requirements Standby current: 72 mA Alarm current: 96 mA EDWARDS SYSTEMS TECHNOLOGY, INC. Page 4 of 8 Literature Sheet #85005-0112 Issue 3 Not to be used for installation purposes. ' OPTION CARD Zone Card ZA8-2, ZB16-4 The ZB16-4 Zone Card provides sixteen- circuitsforconnectingClassBconventional TBl -- input and output zones. Twelve circuits are dedicated initiating device circuits (IDCs) for i connecting 2-wire smoke detectors and dry- t: contact initiating devices. Four circuits can be -configured as either IDCs or as notifica- tion appliance circuits (NACs) forconnecting polarized 24 Vdc notification appliances TBz such as horns or strobes. =t Wiring (ZB16-4) TU 0000000 000000000 TB z1 a a U zs a zr a a 0 +11 +17 +fa +fa 4 +fE +Ru 1 + 0000000 mmmmmmmmm The ZA8-2 Zone Card provides eight circuits for connecting Class Aconventional input and outputzones. Six circuits are dedicated initiating device circuits (IDCs) for connecting 2-wire smoke detectors and dry -contact initiating devices. The remaining two circuits can be configured as either IDCs or as notification appliance circuits (NACs) for connecting polarized 24 Vdc notifica- tion appliances such as horns or strobes. Wiring ( ZA8-2) . + ZONES ZONE7 ZONE& N.C WR E— + M — +M +B—+IM— Ttt2 mOmmmmmmmmmmt9mmmm EaR EOLA 00000000000000000 1B1 E 4 zoTE1ZONEzoNE$ zGNE. N.CPWII Specifications ZB76- 4 ZA8-2 Initiating device circuits Quantity 12 to 16 6 to 8 Wiring configuration Class B Class A Detector voltage 19.9 - 24.0 Vdi , max ripple 400 mV End of line resistor 4.7k ohms, 1/2W Short circuit current 31 mA, max. Resistance 50 Ohms, max. Capacitance 100 NF, max. NAC power input circuit Voltage 24 Vdc Wire size 18 to 12 AWG (0.75 to 2.5 mm2) Notification appliance circuits Quantity 1 to 4 1 or 2 Wiring configuration Class B Class A , End of line resistor 10k ohms, 1/2W Output voltage 24 Vdc, nominal Output current 2.0 A, 24 Vdc Wire size 18 to 12 AWG (0.75 to 2.5 mm2) Operating environment Temperature 32- 120- F (0-49R C) Humidity 93 % RH, non -condensing Current requirements Standby 123 mA 73 mA Maximum cards in panel Three (48 zones) Five (40 zones) 40 zones maximum when both ZB16-4 and ZAB- 2 cards installed. Card Spaces Requires two card spaces. OPTION CARD Dialer DLD The DLD is a ULI/ULC listed dual line Digital Alarm Communicating Transmitter ( DACT). It providestwo, -r : ;.L TBt phone line connections for sending system messages to a compatible Digital Alarm Communicator Receiver. The DLD supports 4/2 and Contact ID formats. It occupies one card space on the chassis rail. T.11ROE Wiring IW1% OEM* , O TNNpNE LNEO t 0 M NOgMR NOI<LNE I CONNECTOR ImNONE! We N GREEN t Rau RM NODUWM CON NI! RED PHONE UNEa T-eNSEa t n wi' 1 NGT. LPE NCRT.IR, m 10000000017 TIP RNG TIP RNG TIP RNG TIP RAG IN our N OUT a, WE z Specifications Operating environment Temperature: 32 - 120 " F (0 - 49 " C) Humidity: 93% RH, non -condensing Current requirements Standby: 13 mA Dialing: 26 mA Phone Lines Two loop start lines on switched telephone network. Pulse or DTMF dialing. Wall Connector RJ31X/CA31A equiv. or RJ38X/CA38A equiv. Communications Protocol Contact ID ( SIA DC-05), 4/2 (SIA DC-02 P3), Programming Via QuickStart, Front Panel or PC. Communications Compliance Communications Canada CS-03FCC/CFR 47 Parts 15 and 68, NFPA 72, ULI 864, ULC S527-M87 Receivers Signals can be transmitted to either or both of two. receivers. Telephone # s Two 24-digit numbers per receiver. Card spaces Requires one card space. Issue 3 EDWARDS SYSTEMS TECHNOLOGY, INC. Literature Sheet # 85005-0112 Not to be usod for installation purposes.' Page 5 of 8 The SL30 and SL30-1 provide thirty switches with Specifications two associated LEDs per switch. These switches OD0,00000o00 Operating Temperature: 32 - 120' F;(0 - 49' C) and associated LEDs can be used for point or zone uVoonncl0000cc000 environment Humidity: 93% RH, non -condensing annunciation of alarm, supervisory, monitor, and IMMacon=oo Current Standby: 1mA trouble signals. Buttons on the SL30 are numbered ooa ooumck requirements Alarm: 0.75 mA per active LED 1 through 30 and buttons on the SL30-1 are f 1 51i numbered 31 through 60. c nan C.0 0 n!x tlley. OPTION CARD Relay Card - ZR8- The ZR8 provides eight dry -contact relays that can be independently configured as Form A or AMR* Form B relays. It occupies one card space on the chassis rail. Wiring R•r +Rti- +R7- +Ra- _ 00000000 Tez i 00000000 Ta, R, +R2- +R9- +144- TM Specifications Output relays Style: Form A (N/O) or Form B (N/C) (jumper configurable) Contact rating: 1 amp @ 30 Vdc resistive. Wire size: 18 to 12 AWG (0.75 to 2.5 mm2) Operating Temperature: 32 - 120' F (0 - 49' C) environment Humidity: 93 %RH, non -condensing Current Standby current: 7 mA requirements Alarm current: 18 ma per active relay Card spaces Requires one card space. OPTIDPJ CARD Class A RS-485 Card and UART Port X485 The NT-A, which includes the X485/ RS-485 card and QS-232/UART port, provides one Class A serial remote annunciator bus for con- necting remote annunciator panels. Control panels require the X485 card and UART port, which also serves as a laptop or printer port. The X485 occupies one card space on the chassis rail. The UART port plugs into the panel CPU. i PART Wiring 2 a,i Specifications Wire size 12 to 18 AWG (0.75 to 2.5 mmz) twisted pair (6 twists per foot minimum) Circuit resistance 100 Ohms Circuit capacitance 0.4 NF Operating environment Temperature: 32 - 120' F (0 - 49' C) Humidity: 93 /.RH, noncondensing Current requirements Standby: 75 mA Alarm: 75 mA Card Spaces I Requires one space for the NT-A EDWARDS SYSTEMS TECHNOLOGY, INC. Page 6 of 8 Literature Sheet #850D5-0112 Issue 3 Not to be used for installation purposes. Remote Annunciators The QSC front panel display provides four lines by 20 characters of text detailing event, device, diagnostic, and programming information. Its large backlit LCD screen is easy to read and always provides at -a -glance indication of the sys- tem's state of operation. The CPU/ Display Unit houses the CPU card and a mounting space for two optional LED/ Switch cards. Remote annunciators connect directly to the PS6 Power Supply Card or an external 24 Vdc filtered supply. They are available with wallboxes forflush or surface mounting. Remote Annunciator Dimensions Model Height Width Depth OSA-1-S 7.6" 111.68 cm) 14.25' (36.20 cm) 2.9- (7.3 cm) QSA-1-F (rough in) 6.56" (16.66 cm) 13.25' (33.66 cm) 2.1" (5.33 cm) QSA-1-F (finished) 7.8' (19.81 cm) 14.42' (36.63 cm) 1.38" (3.49 cm) QSA-2-S 7.6" (11.68 cm) 18.56" (47.14 ern) 2.9" (7.3 cm) OSA-2-F (rough in) 6.56" (16.66 cm) 17.56" (44.60 cm) 2.1" (5.33 cm) QSA-2-F (finished) 1 7.8" (19.81 cm) 1 18.75" (47.63 cm) 1 1.38- (3.49 cm) Rough -in dimensions reflect the size or the cabinet where it enters the well. Finished dimensions reflect the sue of the cabinet that protrudes from the watt. Cabinet Mounting 12 and 5-Option Cabinets . 2.2" 5.6 CM) 2.68' 6.8 em) . V wall --' 4 Semi -flush Surface Mounting* Mounting Semi -flush mounting requires an optional trim ring, which adds 3/: (19 mm) to all sides of the panel Remote annunciator(Class Bwiring) Cabinet Dimensions O uri72 on) 0 0 I' (4 13tierQ'I 5-Option Cabinet QSC-5-R-1 (red); QSC-5-G-1(grey) 0 0 user t.7.3/ on) 12-Option Cabinet QSC-12-R-1 (red); QSC-12-G-1 (grey) M2 M) EDWARDS SYSTEMS TECHNOLOGY, INC. Issue 3 Literature Sheet #85005-0112 Page 7 of 8 Not to be used for installation purposes. r Ordering Information Part DescriptionI Ship Wt. INumber lb. (kg.) Basic Package - Enclosure, Power Supply, CPU and Display QSC-5-G-1 Conventional System. Five option card spaces. 17.0 Gray. 115v transformer. 7,71) OSC-5-R-1 Conventional System. Five option card spaces. 17.0 Red. 115v transformer. 7.71) QSC-12-G-1 Conventional System. 12 option card spaces. 30.0 Gray. 115v transformer. 0S-Cable12 required. 13.61 QSC-12-R-1 Conventional System. 12 option card spaces. 30.0 Red. 115v transformer. OS-Cable12 required. 13.61 Enclosure Accessories QS-Cable12 Expansion Cable for 12-option card cabinets. 0.5 (0.23) Trim-5 Gray Flush mount trim ring for CIS-5-G-1. 0.5 (0.23) Trim-5R Red Flush mount trim ring for CIS-5-R-1. 5.0 (2.27) Trim-12 Gray Flush mount trim ring for QS-12-G-1. 8.D (3.63) Trim-12R Red Flush mount trim ring for QS-12-R-1. 8.0 (3.63) Initiating/Notification Circuit Option Cards ZB16-4 Conventional Zone Caid. 16 Class B circuits, four convertible to Class B NAC's. 200 Requires two option card spaces. 0 91) ZA8-2 Conventional Zone Card. Eight Class A circuits, two convertible to Class A NAC's. 2.0 Requires two option card spaces. 0.91) Other Option Cards DLD Dual Line Dialer. Supports 4/2 and Contact ID 1.0 formats. 0.45) ZR8 I Relay Card. 8 programmable Form A contacts. 1.0 (0.45) Display Options SL30 Annunciator module. Numbered 1 to 30. 1.0 Two LEDs and one switch per zone. 0.45 SL30-1 Annunciator module. Numbered 31 to 60. 1.0 Two LEDs and one switch per zone. 0.45) QSC-CPU-1 Conventional CPU/Display. 4.0 One annunciator option space. 0.81) QSC-CPU-2 Conventional CPU/Display. 4.0 Two annunciator option spaces. 0.81) NT-A RS-485 option card. Required for Class A 1.0 remote annunciation. Includes UART card. 0.45 QS-232 UART option card. Plugs into, CPU. Required for PC Programming / printer port. 1.0 Included in NT-A package 0.45) Part Number DescriptionI Ship Wt. I lb. (kg.) Remote Annunciator Cabinets c/w Interface Assembly; Require CPU/Display) QSA-1-S Surface Remote Annunciator Cabinet. Space for one SL30 display. 4.0 (1.81) QSA-1-F Flush Remote Annunciator Cabinet. Space for one SL30 display. 4.0 (1.81) OSA-2-S Surface Remote Annunciator Cabinet. Space for two SL30 displays. 5.0 (2.27) QSA-2-F Flush Remote Annunciator Cabinet. Space for two SL30 displays. 5.0 (2.27) Programming Tools _ QS-CU QuickStart Panel Configuration Utility. 1.0 (0.45) CIS -Scan IQuickStart scanner and programming guide. 2.0 (0.91) Accessories PT -IS SystemPrinter - Desk top Style 14.0 (6.35) BC-1(R) Battery Cabinet. Room for one 40 Ah or two 24 Ah batteries. 22.0 9.98) MFC-A MultiFunction Cabinet. 7.0 (3.1) IOP3A RS-232 Isolator Module. 3.0 (1.36) RPM Reverse Polarity Module. 3.0 (1.36) 2-CTM City Tie Module. 1.0 (0.45) API-8/232ME Alphanumeric Pager Interface 11.0 (5.0) BPS6 6.5 Amp Booster Power Supply, 110 V 13.0 (5.9) BPS10 10 Amp Booster Power Supply, 110 V 13.0 (5.9) CDR3 IPSNI Coder Module 1.0 (0.45) Ordering options Apply to basic packages and CPU/displays only) Languages No suffix = American English Power Supplies BR = British English (230v only) 1 = 115v transformer SP = Spanish (230v or 115v) 2 = 230v transformer PG = Portuguese (230v only) FR = French Canadian (120v only) Colors G = Grey enclosure (230v or 115v) R = Red enclosure (115v only) Examples QSC-5-G-2-SP = QSC basic package with five option card spaces, grey enclosure, 230v transformer, Spanish language. QSC-CPU-2-FR = QSC CPU/display, two annunciator option spaces, French Canadian. Which Quickstart Pane/ is right for you? QSC QS1 QS4 Signature Series devices supported 0 1 x 250 4 x 250 Conventional Class B circuits supported 3 x 16 0 3 x 16 Conventional Class A circuits supported 5 x 8 0 5 x 8 LCD display (lines x characters) 4 x 20 14 x 16 14 x 16 Optional Zone Switch/LEDs on front panel 2 x 30 1 x 30 I 2 x 30 Option card spaces 5 or 12 1 5 or 12 For more information, see catalog sheet number... ' This Sheet 85005 0113 85005 0114 EST INTERNATIONAL It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST International. Printed in Canada m 2001 EST Page 8 of 8 Literature Sheet #85005-0112 Issue 3 Not to be used for installation purposes. z• EDWARDS SYSTEMS TECHNOLOGY POWER-SUPPLIES Compatibility 4 1 QuickStart I EST7 I EST2 I EST3 I _LS54 I IRC-3/FCC Remote Booster Power Supplies Models: BPS6 and 13PS10 Features Extends power available to Notification Appliance Circuits NACs). Available in 10 amp and 6.5 amp versions. Includes four independent 3 amp NACs two configurable as auxiliary outputs. Configurable signal rates. Field selectable input -to -output correlation. Two inputs allow activation by Signature Series modules or existing NACs. NACs configure for either four Class B or two Class A circuits. 110 Vac and 220 Vac versions On -board status LEDs for easy recognition of wiring faults. Descript.ion The Remote Booster Power Supply is a self-contained 24 Vdc power supply designed to augment fire alarm audible and visual power requirements. The booster contains all of the necessary circuits to monitor and charge batteries, control and supervise four Class B or two Class A NAC circuits and monitor two control- ling inputs from external sources. Simple switch selection provides a wide variety of operational configurations. Each remote booster power supply is supplied with its own enclosure providing ample space for additional interface modules and battery compartment. The Remote Booster Power Supply is available in either a 6.5 or 10 amp version @ 24 Vdc. Application The Remote Booster Power Supply provides additional power for audible and visual devices when constrained by system capacity or site application. Fault conditions detected by the BPS will open the main panel's NAC. This initiates a trouble condition and eliminates the need to wire a separate trouble contact back to the control panel. During alarm condition, detected faults are overridden and the main panel's default configuration is continuous 24 Vdc on all BPS6 NACs typically used to drive visual devices. The BPS's default output configuration is continuous 24 Vdc on all NACs. This output is typically used to drive visual devices. BPS notification appliance circuits easily configure for any one of three signaling rates: 120 SPM; 3-3-3 temporal; or, continuous. This makes the BPS ideal for applications requiring signaling rates not available from the main panel. It also allows independent setup of a notification appliance circuit without interfering with the main panel and its initiating circuits. In addition to the three generated signal rates, the BPS can also be configured to follow the signal rate of the main panel's notification appliance circuit. This allows seamless expansion of existing NACs. The BPS includes seven on -board LED indicators: one for each resident NAC; one for battery supervision; one for ground fault; and, one for ac power. The trouble contact has a sixteen second delay when an ac power failure or brownout condition is detected. This reduces the reporting of troubles during short duration ac brownouts. NAC configuration options include: ac power fail delay (16 seconds or 6 hours); sensing input to NAC output correlations; and, auxiliary outputs. NAC 3 and 4 are configurable as auxiliary outputs. Auxiliary outputs can be always on, or off after 30 seconds without ac power. Jumpers configure the BPS for Class A or Class B wiring. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASark FL 941-739-4638; FAX 941-727-1214 • CANADA SALES: OWEN SOUND. ON 519-376-2430; FAX 519-376.7258 INTERNATIONAL SALES: 905-270.1711; FAX 905-270-9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • U.S. MANUFACTURING: PITTSFIELD, ME Iseue 4 Literature Sheet #85005-0107 Page 1 of 4 Ordering Information Catalog Number Description Shipping Wt. lb (kg) BPS6 6.5 Amp Booster Power Supply 13(5.9) BPS6220 6.5 Amp Booster Power Supply (220V) BPS6C 6.5 Amp Booster Power Supply (ULC Version) 8PS10 10 Amp Booster Power Supply BPS10220 10 Amp Booster Power Supply (220V) BPS10C 10 Amp Booster Power Supply (ULC Version) Related Equipment 12V6A5 6.5 Amp Hour Battery, two required 3.4 (1.6) 12V10A 10 Amp Hour Battery, two required 9.5 (4.3) Specifications Catalog Number 6.5 amp Booster 10 amp Booster AC Line Voltage 120VAC or 220-240VAC 50/6OHz 250 watts 120VAC or 220-240VAC 50/6OHz 375 watts Notification Appliance Power 3.OA max. per circuit @ 24Vdc nominal 6.5A max total all NACs 3.OA max. per circuit @ 24Vdc nominal 10A max total all NACs Auxiliary Outputs 1 Two configurable outputs replace NACs 3 and/or 4. NAC 3 and/or 4 are configurable as auxiliary outputs. Input Current (from an existing NAC) 3mA @ 12Vdc, 6mA @ 24Vdc Signature Mounting Space Accomodates three two -gang modules. Maximum Battery Size 10 Amp Hours (2 of 12V10A) Terminal Wire Gauge 18-12 AWG Relative Humidity 0 to 93% non condensing Temperature Rating 32° to 120°F (0° to 49°C) NAC Wiring Styles Class A or Class B Output Signal Rates Continuous, 120 SPM, 3-3-3 temporal, or follow installed panel's NAC. Agency Listings UL, ULC, CSFM, FM Engineering Specification Supply where needed EST BPS series Booster Power Supplies as an extension of Notification Appliance Circuits. The extension shall be in the form of a stand alone booster power supply. The supply must incorporate its own standby batteries. Batteries must be sized for <24>, <60> hours of standby followed by <5>, 30> minutes of alarm. It must be possible to support up to 10 amp hour batteries. - The booster supply must incorporate four independent super- vised Notification Appliance Circuits. It shall be possible to configure the NACs to follow the main panel's NAC or activate from intelligent Signature Series modules. The booster NACs must be configurable to operate independently at any one of the following rates: continuous; 120 SPM; or, 3-3-3'temporal. Fault conditions on the booster shall not impede alarm activation of host NAC circuits. EDWARDS SYSTEMS TECHNOLOGY Page 2 of 4 Literature Sheet #85005-0107 Issue 4 r , Typical .Wiring Single booster anywhere on a notification appliance circuit Existing NAC end -of -line resistors are not required to be installed at the booster's terminals. This allows multiplep NAC Circuit To next signaling device, booster, or boosters to be driven from a single NAC circuit without the NAC Circuit EOL resistor need for special configurations. m a NAC output #1 Fire Alarm N Hi1i NAC output #2 Control Panel m N NAC output #3 Multiple boosters cascaded from a o NAC output #4 single notification appliance circuit Booster Power NAC Circuit To next signaling 0 device, booster, or SupplyEOLresistor NAC output #1 d NAC output #2 Fire Alarm NAC output #3 Control Panel NAC output #4 Multiple Signature modules branching aBoosterPower supply single notification appliance circuit To next signaling dovico. booster, or P-O'•WKJ OL resistor NAC Circuit a NAC output #1 NAC output 02 NACt EOL 4 4NACoutput #3 Booster Power 15 K NAc Output #4 Supply Main Board NAC2+ Booster Power NAC3+ Supply To next signaling NAC4+ device, booster. or From existing ire alarm EOL resistor Pto panel notification circuit NAC output in or CC1 module31NACoutput02INeNACoutput03Sense1COM _ v NAC output 44 OUT + Out to EOL IN or next device Booster Power Sense 2 COM NAC Circuit Supply OUT EOL NO 47 K Trouble COM NC 1.5 amps total P% Multiple notification appliance circuits P3 L N G P4 • 1 CC1 branched from a single control panel NOTES: Module A Used for another Class B 4 3 1 To nrid signature device, booster, or NAC circuit. EOL resistor a NAC output #1 y NAC output #2 Data out to a NAC output #3 next device aNAC output #4 Up to 10 CC 1 Data in from UM modules previous device or Booster Powerinput alsoutputsactive* when MAC # 1 aclivates per booster NAC. Signature controller SuPPIY based on programming) NAC Circuit EOL NAC Circuit To next signaling 47 K NAC Circuitdevice, booster, or EOLresistorNAC output #1 1.5 amps total Fire Alarm e n e NAC output#2 10 Control Panel N NAC output cc1 o NAC output 04 ModuN Booster Powe Supply i To next signaling All 5 outputs acWate when T; device, booster, or input NAC #2 ecuvates EOL Data out t0 EOL resistor based on programming) 15 K next device NACoutpul #1 NAC output 42 Data m from ir NAC output #3 previous device or NAC output #4 Signature controller Booster Power More typical wiring diagrams on the next page... Supply EDWARDS SYSTEMS TECHNOLOGY Issue 4 Literature Sheet #85005-0107 Page 3 of 4 Typical Wiring Signature module used to activate the booster Multiple Signature modules as booster inputs This configuration eliminates the necessity of separate 24V sources. Configure the outputs where zoning is required. Signature modules may also be. used to divide the booster's 3 amp output circuits into smaller current loads. Booster Power Supply Main Board NAC2+ tk— No NAC3+ NAC4 - AUX Pl. C2 IN Sense t COM 2 -Y OUT IN Sense 2 COMEE OuTEM NOrW Trouble COM I"I'01 Boney NC F wi = Booster Power ce Circuit (NAC) Supply Main B( N 1Upto10C! ZEIRO or UM modes per booster AC. t cct Module 0 0 _ NOTES: 11 Used for another Class B NAC circuit. Data in hom previou Date out to NAC4 is configured as an auxiliary output. device or Signature next device controller CCI wiring must be within 3 feet of the Booster wiring and in conduit or mounted within the Booster's enclosure. 4. Any Booster trouble will cause the CC1 supervision to report a trouble to the main fire panel Installation and Mounting Dimensions 13.00" (33.02 cm) 3.375" (8.6 cm O O Top View 0 NACZ_[@JM Notification Appliance Circuit (NAC JY NAC3+ . NAC4;l mr IN + Sense 1 COM OUT + IN Sense 2COM -Y OUT NO Trouble COM w NC i Q NOTES: Ow Used for another Class B NAC CCt circuit. Module 2. Any Booster trouble will cause the 0 0 CCt supervision to report a trouble 10 the main fire panel. Modules must be wired and programmed on the Signature Riser in controller for proper operation. 12 . 24 Vdc II +- +- cclMood O Riser out to next device or nser supervisory device Assembly 1 I I II I '1 I Notes: ICkIII f I 1. Maintain 1/4 on, (6 mm) sparing between power limited and non - power limited wiring or use type FPL. FPLR. or FPLP cable per NEC. Supervised when not configured as auxiliary power. Non - supervised when configured as auxiliary power. A Source must be power limited. EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover speck applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. m 2000 EST Printed in U.S.A. Page 4 of 4 Literature Sheet #85005-0107 Issue 4 A' : . H EDWARDS SYSTEMS TECHNOLOGY Duct Smoke Detector — Photoelectric Type 6266 Series Features Infrared photo -optic smoke sensing chamber Suitable for high air velocities UL Model: 300 to 4000 ft/min 0.5 to 20.0 m/sec) ULC Model: 300 to 4500 ft/min 0.5 to 22.8 m/sec) Uses standard or relay detector base Plugs into base then easily installs into housing Allows interchange with Ionization Detector All field wiring to base terminals Wiring to base is same as that for EST area smoke detection products e Low standby (supervisory) and alarm current Two- or four -wire circuit connection Description The EST 6266 Series Photoelectric Duct Smoke Detectors use the light scattering principle to ensure reliable smoke detection. Advanced photo -optic technology ensures fast response to products of combustion from both fast burning "clean" fires and slow smoldering fires. Dependable solid state circuitry minimizes current drain during supervision and permits up to 30 smoke detectors to be installed on a single circuit. Duct smoke detectors continually sample airflow in a HVAC duct and initiate an alarm condition at the associated EST Fire Alarm Control Panel wheneverthe quantity (percent obscuration) of combustion products in that air sample exceeds the detector's sensitivity setting. Upon activation, the detector may also energize an optional 5956A Fire Alarm LED Indicator and/or an associated 6254A-003 Fire Alarm Relay. For more details, refer to the catalog sheet forthe 6260A-100 Duct Smoke Detector/Sensor Housing. Installation — The 6266 Series detectors plug in to a separately ordered detector mounting base (6251 Series). All field wiring connections are made to terminals on the base. The detector assembly is then easily installed into the 6260A-100 housing. The plug-in base is simple to wire and also allows for convenient interchange withEST62646-001 and6264C-001 Ionization Detectors. CONVENTIONAL INITIATING DEVICES Stability — An infrared LED combined with a high speed light sensing photo diode within the sensing chambergives the detector a natural stability, essentially eliminating false alarms caused by transient electrical disturbances. Self -compensating circuitry provides maximum stability against the effects of aging and dust film accumulation. Testing — The detector sensitivity is preset at the factory for added installation convenience. A special calibrated Test Probe is availableto testthe detector's sensitivity without the needforsmoke generation or aerosol sprays. The 6262A-001 Alarm Indicator/Test Switch can also be connected for convenient testing. Application Data The UL Listed 6266E-001 detector is usable in HVAC ducts with air velocities ranging from 300 to 4000 ft/min (1.5 to 20 m/sec). The ULC Listed 6266C-001 detector is usable in HVAC ducts with air velocities ranging from 300 to 4500 fUmin (1.5 to 22.8 m/sec). Both detectors are intended for installation intothe EST 6260A-100 Duct Smoke Detector/Sensor Housing (ordered separately). Applications with Detector Relays — Up to 30 duct detectors may be installed on any single two -wire non -addressable circuit. However, wheneverthe 6260A-100 duct detector assembly includes an optional 6254A-003 Fire Alarm Relay to be operated by the detector, only one detector is permitted Der circuit. Also, when relay bases are used to control more than one function (eg. elevator capture, fan shutdown, etc.) only one detector is permitted per circuit, all other initiating devices, such as heat detectors, manual stations, waterflow switches, etc., must be connected to other initiating circuits. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA. FL 941-739-4638; FAX 941-727-1214 • CANADA SALES: OWEN SOUND. ON 519-376-2430, FAX 519-376-7258 INTERNATIONAL SALES: 905-270-1711: FAX 905-270.9553 • CORPORATE HEADQUARTERS: CHESHIRE. CT • U.S. MANUFACTURING: PITTSFIELD. ME Issue 3 Literature Sheet 585001-0113 Page 1 of 2 Installation and Mounting EST recommends that duct detectors always be installed in accordance with the latest recognized editions of local and national fire alarm codes. Typical Wiring Maximum wire size #14 AWG (150 mm2). Adhesive backed drill template Sampling Tube Clearance Hole\ CAUTION: 'L// / Rubber stopper mull -/ be installed into end of sampling tube. Sampling tube ordered separately) -- Air (roles must ho oriented to face airflow Au sampling tube connector Specifications WARNING Duct detectors have specific limitations. Duct detectors are not a replacement for a building's regular fire detection system. They are not a substitute for an open area smoke detector or for early warning detection. Smoke detectors are not designed to detect toxic gases which can build up to hazardous levels in some fires. These devices will not operate without electrical power. As fires frequently cause power interruptions, you should discuss further safeguards with your local fire protection specialist. Exhaustlube6inch O 1 (150mm)(supplted) direSlant onaxhadirected awa sl from th ordirecledewaylromtheairflow. Neoprene gasket - attached to housing Catalog Number 62666-001 6266C-001 Approvals UL ULC Sensitivity - Maximum: 0.65% Maximum: 0.5% Obscuration per Minimum: 3.9% Minimum: 4.0% foot (305 mm) Factory. Setting: Factory Setting: 1.8% nominal 1.42% nominal Air Velocity Range 300 to 4000 ft/min 300 to 4500 ft/min 0.5 to 20 m/sec) 0.5 to 22.8 m/sec) Compatible Duct Detector Housing 6260A-100 Operating Voltage Range Minimum: 16 Vdc Maximum: 26 Vdc Nominal: 22 Vdc ' Current Consumption Standby: 50 NA at nominal voltage) Alarm: 55 mA Supervisory: determined by control panel Operating Altitude no limit Operating Temperature Tested from 32 to 120 deg F Range 0 to 49 deg C) Humidity Range 0% to 85% Detection Source Light Scattering Method - Infrared LED with light sensing photo diode Delector/Sensor locating pin CAUTION: Do not bend. Exhaust tube connector on the housing is painted red Smoke chamber Duct Detector mounting clamp (one of two) 6266 Series Duct Detector/Base Combination D Ordering Information Catalog Number Description Ship Wt. lb. (kg) 62666-001 Photoelectric Duct Smoke Detector - UL 1.3 (0.6) 6266C-001 Photoelectric Duct Smoke Detector - ULC 1.3 (0.6) 6278-001A Calibrated Test Probe 0.25 (0.1) Detector Mounting Bases 62516-001A Detector Mounting Base - UL 0.25 (0.1) 6251C-001A Detector Mounting Base - ULC 0.25 (0.1) 6251 B-003 Detector Mounting Base with Relay - UL Contact rating: 5.0 A @ 28 Vdc, 3.0 A @ 120 Vac Resistive) 0.3 (0.14) 6251C-003 Detector Mounting Base with Relay - ULC Contact rating: 5.0 A @ 28 Vdc, 3.0 A @ 120 Vac Resistive) 0.3 (0.14) Duct Smoke Housing 6260A-100 Duct Smoke Detector/Sensor Housing - UL/ULC 6.5 (3.0) 6261-001 Air Sampling Inlet Tube - 8 inch (200 mm) 0.25 (0.1) 6261-002 Air Sampling Inlet Tube - 24 inch (600 mm) 0.5 (0.2) 6261-003 Air Sampling Inlet Tube - 42 inch (1.06 m) 1.6 (0.75) 6261-006 1 Air Sampling Inlet Tube - 78 inch (1.98 m) 1 2.2 (1.0) 6261-010 1 Air Sampling Inlet Tube - 120 inch (3.05 m) 1 4.4 (2.0) EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. O 2000 EST Printed in U.S.A. Page 2 of 2 Literature Sheet #85001-0113 Issue 3 ma EDWARDS SYSTEMS TECHNOLOGYry CONVENTIONAL INITIATING DEVICES Compatibility4 1QuickStart I EST7 I EST2 I EST3 I LSS4 I IRC-3/FCC Two -Wire Self -Diagnostic Smoke Detector 2M-PD Series Features Remote maintenance (ClearfMee') reporting and built-in drift compensation reduces false alarms Self diagnostics eliminates the need for external meters Fixed/rate-of-rise heat sensors work with photo chamber to catch fires faster Field -replaceable optical chamber makes service fast and simple e Selectable 6-12 Vdc or 12-24 Vdc voltage range accommo- dates a broader base of applications Small, low profile design blends with any environment Description 2M-PDC Series self -diagnostic, two -wire smoke detectors are the industry's first conventional direct -wire smoke detectors with advanced features such as remote maintenance reporting, self diagnostics, drift compensation, and multi -criteria sampling. Self diagnostics. All 2M-PD detectors continually monitor their own sensitivity and operational status. The on -board LED provides a visual indication if the detector drifts out of its prescribed sensitivity range or fails internal diagnostics. This meets NFPA 72 field sensitivity testing requirements without the need for externa/meters. Additional diagnostic information is retrieved by applying a magnet near the detector's integral reed switch. This initiates a self -diagnostic routine and indicates, by means of coded flashes of its LED, the sensitivity level and operational status of the detector. Drift compensation. Built-in drift compensation dramatically increases the periods between cleaning. This feature allows the detector to automatically adjust its sensitivity over time as it becomes dirty, which can effectively double the time between detector cleanings. Field -replaceable optical chamber. Detector cleaning is ex- tremely simple with the 2M-PD's patented field -replaceable _ _ _ _ optical chamber. To clean the detector simply remove it's cover, pop out the dirty chamber, snap in a clean one, and replace the cover. Remote maintenance reporting. 2M-PDC detectors include the optional CleanMee feature, which automatically reports back to the control panel and central station when dirt buildup increases the risk of false alarm or when the detector fails other internal diagnostics. A separate CleanMe° interpreter module relays this information from up to 20 detectors to the control panel (see catalog sheet 85001-0383). Multi -criteria sampling. The 2M-PDH combination photoelectric smoke detector/fixed rate -of -rise heat detector includes fast response algorithms for quick response to both flaming and smoldering fires. Fast response algorithms allow the heat sensors to work intelligently with the photoelectric smoke sensor. When the heat sensor detects a rise in temperature of more than 15 degrees per minute, the sensitivity of the photoelectric sensor automatically increases, allowing it to detect smaller particles of combustion much more rapidly than it would acting on its own. Application The 2M-PD is ideal for both retrofit applications and new installa- tions alike. It is particularly well -suited for installations where detector reliability is essential, but where intelligent analog devices, such as ESTs Signature Series, may not be appropriate or feasible. The 2M-PD, with its replaceable optical chamber is equally well -suited to dusty environments where detectors require frequent cleaning. Two -wire 2M-PD detectors feature a field -selectable voltage range of either 6-12 Vdc or 12-24,Vdc. This voltage range is the widest available and makes the 2M-PDC ideal for dedicated life safety applications, as well as combination burglary/fire installa- tions. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA. FL 941-739-4638; FAX 941-727-1214 - CANADA SALES: OWEN SOUND, ON 519-376.2430; FAX 519.376.7258 INTERNATIONAL SALES: 905-270-1711, FAX 905-270-9553 - CORPORATE HEADQUARTERS: CHESHIRE, CT - U.S. MANUFACTURING: PITTSFIELD, ME Issue 1 Literature Sheet 085001-0379 Page / of 2 Mounting and Installation 2M detector bases mount directly to standard single -gang electrical boxes, three-inch*round, orfour-inch octagonal boxes. Detector heads simply twist onto the base. Heads are equipped with a break -away locking tab, which prevents unauthorized removal. Terminals accept 12 to 24 AWC field wiring. Dimensions 2' (5cn) 5• (t2an) I Typical Wiring 2-wire Initialing Circuit _ Listed Alarm Control Specifications Voltage (24 volt operation) 8.5 Vdc to 33 Vdc Voltage (12 volt operation) 6.5 Vdc to 20 Vdc Standby current 70 NA Alarm current 60 mA Auxiliary relay contacts 2 A @ 30 Vdc Alarm contacts 500 mA @ 36 Vdc Photoelectric sensor sensitivity 3.1 % (+0.5%, -1 %) Operating temperature 32° F to 100' F (0° C to 37° C) Operating humidity 0% to 95% (non -condensing) RFI immunity 20 V/m; 0-1000 MHz Field wiring 12 to 24 AWG Drift compensation 1.0%/ft. max. Reset time 1 second (minimum) . Listings JUL Assembly Optional fixed temperature sensor Diagnostic LED Optional rate -of -rise sensor Photoelectric sensor Replaceable optical chamber Detector cap EOL Device Lest First Detector Detector MO O MC Ordering Information Model Description 2M-PD 2-wire, photoelectric, 6-24 VDC (without CleanMe) 2M-PDC 2-wire, photoelectric, 6-24 VDC, CleanMe® 2M-PDHC 2-wire, photoelectric, 6-24 VDC, multi -criteria algorithms, fixed/rate-of-rise heat, CleanMe® 2M-PDHRC 2-wire, photoelectric, 12-24 VDC, aux. relay, multi -criteria algorithms, fixed/rate-of-rise heat, 1CleanMe6 Accessories 2M-CMM Module that interprets the detector's self -diagnostic signal for panel and can convert 2-wire detectors to 4-wire inputs on panel 401G Test magnet in plastic shell for pole mounting . SM-200 Smoke! in a Can® (canned smoke) for functional to of 2M Series smoke detectors 211G Replacement -optical chambers EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. O 2000 EST Pnnied in U.S A Page 2 of 2 Literature Sheet #85001-0378 Issue t ma'. EDWARDS SYSTEMS TECHNOLOGY Fire Alarm Stations 278/279B Series = Non -Coded Features Double action models Single or double pole contacts Terminals or wire leads for field connections Presignal or general alarm operation Key lock or tool reset Break glass operation Surface or semi flush mounting Red finish Contemporary styling Rugged LEXAN construction Latch action until reset Description The EST Cat. No. 278B/279B series noncoded fire alarm stations are contemporary styled Lexan stations and are flexibly designed to meet a wide variety of application requirements and opera- tional sequences. The Cat. No. 278E series are double action stations with termi- nals for field wiring connections. The Cat. No. 279E series are double action stations with six inch 150mm) wire leads for field wiring connections. All types can be either presignal or general alarm and are available with single or double pole alarm contacts which can be normally open, normally closed or a combination of both. Either a key or tool (depending on station selected) is required to reset mechanism. See specification chart for specific catalog numbers and features. Where a manual station is installed on a circuit that also includes smoke detectors, a resistor may be added in series with the alarm initiating contacts on the station so the operation of the station does not extinguish alarm LEDs on operated detectors. The Cat. No's. 276-R and 276-RT series resistor kits permit field installation of the series resistor on applicable stations. For semi flush mounting use a standard North -American four inch square box with a single gang plaster cover having an overall minimum depth of 2-1/4 inch (57mm). For surface mounting use a Cat. No. 276B-RSB surface back box. CONVENTIONAL INITIATING DEVICES FM MEA Operation To initiate an alarm it is necessary to first lift the upper door marked LIFT THEN PULL HANDLE", and then pull the alarm handle. The alarm handle latches in the pulled position until the station is manually reset. To reset, the station is opened using a Cat. No. 276-K1 key supplied with the station, or a tool; the toggle switch is restored to it's normal position, the break glass rod is replaced and the station is reclosed. For presignal type stations, the general alarm can be initiated by authorized personnel from any operated station by inserting a Cat. No. 276-K2 key into the keyswitch behind the alarm handle and turning it clockwise. Guide Form Specifications Furnish and install where indicated on plans, Cat. No. (Select one of the following:) 278B series double action manual stations with screw terminals) 279B series double action manual stations with six inch (150mm) wire leads) for connection of installation wiring. All stations shall be of the noncoded break glass type. The stations shall be constructed of red lexan with white raised letters. The alarm handle shall be marked "PULL FOR FIRE", to provide simple, concise instructions for activation of station by the general public. It shall be necessary to first lift an upper door marked "LIFT THEN PULL HANDLE" to gain access to the alarm handle. Pulling the alarm handle shall break a glass rod and activate a toggle switch which shall cause the handle to latch in the alarm position. Momentary push button type switches shall not be acceptable. To reset the station it shall be necessary to open the station using (select one) (a key) (a special tool), restore the toggle switch to its normal position and replace the glass rod. Stations shall be UL listed. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL 941-739-0638; FAX 941-727-1214 • CANADA SALES: OWEN SOUND, ON 519-376.2430, FAX 519.376.7258 INTERNATIONAL SALES: 905-270-1711; FAX905-270.9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • U.S. MANUFACTURING: PITTSFIELD, ME Issue 2 Literature Sheet •85001-0227 Page 1 of 2 Accessories Category Number Description. 276-GLR Replacement Package of Glass Rods 276-K1 Station Reset Key, Supplied with all Key Reset Stations 276-K2 General Alarm Key. Must be ordered separately. 276-RT' Series.Resistor_Kit with.Terminal.Block. 2768-RSB Surface Back Box, Red. See Ordering Table to determine Kit for specific stations. WARNING: These devices will not operate without electrical power. As fires frequently cause power interruptions, we suggest you discuss further safeguards with your local fire protection specialist. Mounting Specifications Contact Ratings General Alarm Switch/Keyswitch Single Pole 3.0 Amps, 30 Vac, Resistive Load 1.0 Amps, 28 Vdc, Resistive Load Double Pole 1.5 Amps, 30 Vac, Resistive Load 1.0 Amps, 28 Vdc, Resistive Load Cat. No. 276-R and 276-RT 560 Ohms, ±5% Series resistor kits (optional) For stations connected to 2 W smoke detector circuits) Station Housing Red Lexan 940 with White Letiers Weight 11 lb (0.4 kg) Front View Semi -Flush 3 M6'-- 2-1/4- 7rJ2' lye (, ttmm) rylmm) a t67mm) lru' j'13smm) rlye. IUL rot 01) FIRE LL LlCat. No's. 2768 4' square backbox andb279BSeries Cat No. 278E piaster cover with single Cat No's. Series with gang opening having 277892790 Optional overall min. depth of Series without Backbox 2.1/4' (57mm) Backbox Ordering Information Table Surface Cat. No's. 2768 & 276B•RSB Backbox F 0 0 5.1132. n2amm) 0 0Ll Cat No. 2768•RSS Surface Backbox Catalog Field Switch Station Type Agency Series Number Connections Contacts Reset Alarm Approvals Resistor Kit V W ccC Double w E^ d 0 n° o o OM 71 e w A a w o Action PUII c o CCC[ e 0 O 0F mC Y y C Oi) o- s V a OO DO c Or w uY2 m O` 19 0: Stations V OW 03 S 10NQ O OOV CL0it a 00 i-LL 00 YC O6V YO 00 J7J X. G LLQ 1"tl N 2786-1110 X X X X X X X X 278E-1120 X X X X X X X X 2786-1210 X X X X X X X 27BB-1220 X X X X X X X 2786-1310 X X X X X X X X 278E-1320 X X X X X X X X 2786-1410 X X X X X X X X X 278E-1420 X X X X X X X X X 2786.2110 X X X X X X X X X 278E-2120 X X X X X X X X X 2786-2310 X X X X X X X X X 2788-2320 X X X X X X X X X 279B-1110- X X X X X X X 2798-1120 X X X X X X X 2798-1310 X X X X X X X 2796-1320 1 X X X X X X X EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. O 1999 EST Page 2 of 2 Literature Sheet 085001-0227 Printed in U.S.A. Issue.2 am. EDWARDS.SYSTEMS TECHNOLOGY Genesis Horns and Strobes Genesis Series Features Unique low -profile design The most compact UL-1971/ULC-S526listed strobe available Ultra -slim — protrudes less than one inch from the wall Attractive appearance No visible mounting screws Easytoinstall Fits all standard one -gang electrical boxes with plenty of room behind the signal for extra wire — no trim plate needed Optionaltrimplate accommodates two -gang, octagonal, orfour-inch square electrical boxes Pre - assembled with captive hardware— no loose pieces to worry about Simple jumper snips set strobe flash and horn pulse rates 18 to #12 AWG terminals — ideal for long runs or existing wiring Unparalleled performance Exclusive FullLightstrobe technology produces the industry's most even light distribution Precision timing electronics meet tough new synchronizing standards for strobes Single high - efficiency microprocessor controls both horn and strobe Low current draw minimizes system overhead Independent horn control provided over a single pair of wires Highly regulated in -rush current allows the maximum number of strobes on a circuit 100 dB peak— multiple frequency tone improves wall penetration Industry's first temporal strobe output Description The Genesis line of signals are the smallest, most compact audible -visible emergency signaling devices in the world. About the size of a deck of playing cards, these devices are designed to blend with any decor. Thanks to patented breakthrough technology, EST Genesis strobes do not require bulky specular reflectors. Instead, an exclusive mask - and -cavity design channels and conditions light to produce a highly controllable distribution pattern. Intensive development efforts employing this new technology have given rise to a new benchmark in strobe performance — FuIlLight technology. FuIlLight strobe technology produces a smooth light distribution pattern withoutthe spikes and voids characteristic of specular D WOOD an • rlalileGENESIS NOTIFICATION APPLIANCES One or - patents luly_\ ICE F@l reflectors. This ensures the entire coverage area receives consis- tent illumination from the strobe flash. Asa result, Genesis strobes with FuIlLight technology go well beyond the minimum UL- required'T" pattern, significantly exceeding UL-1971 and ULC- S526 light distribution requirements. Although all Genesis strobes are self -synchronizing, when installed with the Genesis Signal Master, strobe flashes from devices on the same circuit synchronize to within 10 milliseconds of each other indefinitely. This exceeds the revised UL standards in effect as of November, 2000, which specify this level of synchronization over only two hours. The Genesis Signal Master also permits indepen- dent horn control (on, off, and coded signals) over a single pair of wires. Only one Signal Master is required per circuit. See Catalog Sheet #85001- 0545for details concerning the Signal Master. Genesis horns are available in standard and high dB output models, which reach output levels as high as 100 dB. The 110 cd HO (high output) model is suitable forsleeping and non -sleeping areas alike. It features a unique miltiple frequency tone that results in excellent wall penetration and an unmistakable warning of danger. All temporal models may be configured for either coded or non - coded signal circuits. Genesis strobes and horns are available with textured housings in architecturally neutral white or traditional fire alarm red. They feature an iconographic symbol indicating the purpose of the_ device. This universal symbol is code -compliant and is easily recognized by all building occupants regardless of what language theyspeak.-' -- -- EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA: FL 941-739-4638; FAX 941-727-1214 • CANADA SALES: OWEN SOUND,•ON 519-376-2430, FAX 519-376.7258 INTERNATIONAL SALES: 905.270-1711. FAX905-270-9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • U.S. MANUFACTURING: PITTSFIELD. ME Issue 5 Literature Sheet #65001-0529 Page 1 of 6 Application Genesis strobes are UL 1971-listed for use indoors as wall - mounted public -mode notification appliances for the hearing impaired. Prevailing codes require strobes to be used where ambient noise conditions exceed 105 dBA (87dBA in Canada), where occupants use hearing protection, and in areas of public accommodation as defined in the Americans with Disabilities Act see application notes — USA). Genesis horns are synchronized and UL-listed for use in both sleeping and non -sleeping areas. They are intended for indoor wall -mount applications only. Combination horn/strobe signals must be installed in accordance with guidelines established for strobe devices. Strobe Spacing The following guidelines are based on ANSI/NFPA 72 National Fire Alarm Code (1999). When applied and installed in accor- dance with that code, EST strobes meet or exceed the illumina- tion produced by the ADA-specified 75 candela, (cd) strobe at 50 feet' Non -Sleeping Rooms EST wall mounted strobes' Up to 20' x 20' (6.1 m x 6.1 m) One 15 cd strobe Up to 30' x 30' (9.1 m x 9.1 m) One 30 cd or two 15 cd strobes Up to 40' x 40' (12.2 m x 12.2 m) One 60 cd or two 30 cd strobes Up to 50' x 50' (15.2 m x 15.2 m) One 110 cd or two 60 cd strobes Corridors Any length. Maximum width: 20' (6.1m). 15 cd strobes spaced at 100' 30.5 m) max. Strobes must be placed within 15' (4.5m) of each end of the corridor. ADA suggests using 75 cd strobes throughout an area, with spacing that never exceeds Soft from the strobe to any point in the protected space. Non -Sleeping Rooms and Corridors: EST strobes rated at less than 110 cd per UL 1971 are intended for use in non -sleeping areas only. Install with the bottom of the device at least 80 inches 2.0 m) and no more than 96 inches (2.4 m) above the finished floor No point in any space (including corridors) required to have strobes should be more than 50 feet (15.2 m) from the signal (in the horizontal plane). In large rooms or spaces (such as auditoriums) that exceed 100 feet (30.4 m) across and without obstructions more than 72 inches (1.8 m) above the finished floor, strobes may be placed around the perimeter, spaced a maximum of 100 feet (30.4 m) apart. This is an alternative to suspending strobes from the ceiling. For detailed spacing requirements, consult The Handbook of Visible Notification Appliances for Fire Alarm Applications published by EST Press, or contact your local EST representative Sleeping rooms: EST 110 cd strobes are intended for use in sleeping rooms and should be installed along with a smoke detector. It must be wall mounted at least 80" (2.03m) above floor level, but no closer than 24" (610mm) to the ceiling. The distance from the strobe to the pillow must not exceed 16' (4.8m). Sleeping Rooms EST wall mounted strobe Any size 110 cd within 16 feet of pillow Horn Application The suggested sound pressure level for each signaling zone used with alert or alarm signals is at least 15 dB above the average ambient sound level, or 5 dB above the maximum sound level having a duration of at least 60 seconds, whichever is greater, measured 5 feet 1.5 m) above the floor. The average ambient sound level is, A - weighted sound pressure measured over a 24-hour period. Genesis.HO.(High dB) Series---Genesis—Temporal Horn. .. Average Output (anechoic, 24V) -da,+ @ to ka Doubling the distance from the signal to the ear will theoretically result in a 6 dB reduction of the received sound pressure level. The actual effect depends on the acoustic properties of materials in the space. A 3 dBA difference represents a barely noticeable change in volume. Application Notes - USA Audible signals in the public mode should never have a sound level less than 75 dBA at 10' (3 m) per NFPA 72. Signals cannot exceed 120 dBA per ADA (130 dBA per NFPA 72) at the minimum hearing distance to audible appliance. Strobe and combination horn/strobe devices should be installed with the bottom of the device at least 80 inches (2.0 m) and no more than 96 inches (2.4 m) above the finished floor. Horns should be installed with their tops not less than 6 inches (152 mm) below the ceiling and not less than 90 inches (2.3 m) above the finished floor. Strobes must be used to supplement audible signals wherever the average ambient sound level exceeds 105 dBA. Combination audible/visual signals must be installed in accordance with NFPA guidelines established for strobes. ADA requires visible signals in the following areas: rest rooms, meeting rooms, and other common use areas. sleeping rooms intended for use by persons with hearing impairment (in accordance with Title 1 of ADA). work areas used by a person with a hearing impairment (per Title 1 of ADA). Page 2 of 6 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001-0529 Issue 5 Installation Genesis horns and strobes mount to any standard one -gang surface orflush electrical box. Matching optional trim plates accommo- date one -gang, two -gang, four -inch square, or octagonal boxes, and European 100mm square. All Genesis signals come pre -assembled with captive mounting screws for easy installation. of the signal unlock the Genesis Horn/Strobe Two tabs at the top 9 with optional trim plate cover to reveal the mounting hardware. The shallow depth of Genesis devices leaves ample room behind the signal for extra wiring. Once installed with the cover in place, no mounting screws are visible. Field Configuration Temporal horn and horn/strobe models are factory set to sound in a three -pulse temporal pattern. Units may be configured for use with coded systems by snipping the circuit board as shown in the Jumper Locations diagram at right. This results in a steady output that can be turned on and off as the system applies and removes power to the signal circuit. A Genesis Signal Master is required when horn/strobe models are configured for coded systems. Jumper Locations To change horn from temporal to steady cut from circle A to edge of circuit board To change strobe from steady to temporal cut from circle J2 to edge of circuit board Note: Use temporal strobe configuration for private mode applications only. Genesis strobe -only and combination temporal horn/strobe models may be configured for temporal flash. This battery -saving feature is intended for private mode signaling only. To set the device for temporal flash, snip the circuit board as shown in the Jumper Locations diagram above. Non -temporal, horn -only models sound a steady tone. For field - selectable steady or temporal output, use a temporal horn. Field wiring is connected to Genesis signals with terminals that Q+ accommodate #18 to #12 AWG (0.75 mmz to 2.5 mmz) wiring. Horns, strobes, and combination horn/strobes are interconnected with a single pair of wires as shown below. Polarity alarm c N Specifications Note: Strobes must have continuous voltage. next device end of line device Housing Red or white textured UV stabilized, color impregnated engineered plastic. Exceeds 94V-0 UL flammability rating. Flash tube enclosure Clear polycarbonate Mounting Flush mount: 2'/2 inch (64 mm) deep one -gang box indoor wall mount only) Surface mount: EST model 27193 surface mount box, wiremold box, or equivalent surface -mount box With optional trim plate: One -gang, two -gang, four -inch square, octagonal, or European single -gang box Wire Connections Two screw terminals: single input for both horn and strobe. #.18 to #12 AWG (0.75 mmz to 2.5 mm2) wire size Operating environment 32-120"F (0-49"C) ambient temperature. 93% relative humidity Agency UL 1971, UL 1638, UL 464, ULC S525, ULC S526, MEA, FM, CSFM, CE, FCC. Listings/Approvals All models comply with ADA Code of Federal Regulation Chapter 28 Part 36 Final Rule.) Dimensions (HxWxD) Signal: 4-1/2" x 2-3/4" x 13/16" (113 mm x 68 mm x 21 mmj Trim plate: 5" (127 mm); Height - 57/8' (149 mm); Depth - t/2" (13 mm) Strobes: 20 - 31 Vdc filtered continuous only Operating Voltage 20 - 24 Vdc FWR (full wave rectified) continuous only Horns: 20 - 31 Vdc filtered continuous (or coded when horn set to continuous - non temporal - output) 20-24 Vdc FWR continuous (or coded when horn set to continuous - non temporal - output) Strobe output rating UL 1971, UL 1638, ULC S526: 15 cd, 30 cd, 60 cd, 75 cd or 110 cd Self -synchronized: one flash per second within 200 milliseconds over 30 minutes on common circuit. Strobe flash rate With optional Signal Master: one flash per second within 10 milliseconds indefinitely. Temporal setting (private mode only): synchronized to temporal output of horns on the same circuit. Temporal Horn: Synchronized at temporal rate within 200 milliseconds over thirty minutes on common circuit. Wit Horn pulse rate optional Signal Master, synchronized at temporal rate within 10 milliseconds indefinitely. Horn: Continuous -only. Temporal audible pattern sec ON, sec OFF, '/2 sec ON, '/2 sec OFF, t/2 sec ON, 1'/2 sec OFF, then repeat cycle Page 4 of 6 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001-0529 Issue 5 tip t 1j ti t•. ' Current Draw Use the mean current rating to establish the maximum number of strobes, wire gauge, and standby power requirements. Temporal Horn -Strobes (mAmean) High Output Temporal Horn -strobe G1-HOVxx) 20 Vdc 93 mA 138 mA 195 mA 216 mA I cd 234 mA 24 Vdc 86 mA 123 mA 172 mA 184 mA 204 mA 31 Vdc 80 mA 108 mA 147 mA 151 mA 171 mA 20 Vdc FWR 84 mA 117 mA 183 mA 193 mA 207 mA 24 Vdc FWR 88 mA 124 mA 158 mA 171 mA 170 mA Temporal Horn -strobe G1-HVxx) 20 Vdc 74 mA 124 mA 168 mA 200 mA N/A 24 Vdc 66 mA 104 mA 148 mA 157 mA 31 Vdc 54 mA 88 mA 122 mA 123 mA 20 Vdc FWR 67 mA 103 mA 154 mA 168 mA 24 Vdc FWR 61 mA 101 mA 120 mA 135 mA Strobes (mA mean) Strobe -only models GI-Vxx) 20 Vdc 68 mA 120 mA I 171 mA 196 mA 225 mA 24 Vdc 58 mA 100 mA 141 mA 158 mA 180 mA 31 Vdc 48 mA 78 mA 109 mA 123 mA 147 mA 20 Vdc FWR 60 mA 103 mA 148 mA 171 mA 190 mA 24 Vdc FWR 50 mA 92 mA 117 mA 136 mA 155 mA Horns (mA mean) rns r Vdc 24 Vdc 31 Vdc 20 Vdc FWR 24 Vdc FW? rn Only (137-P) 9 mA" 10 mA .12 mA 7 mA 8 mA ih Output Temporal Horn (GI-HO) 26 mA 28 mA 37 mA 34 mA 39 mA nporal Horn (1131-H) 15 mA 17 mA 20 mA 24 mA 29 mA Horn dBAOUtpUt(measured atl0feet) High Output Temporal Horn 137-HO) Voltage 20 Vdc LIL 464 (reverberation) TemporalModels 83 dBA Temporal..Temporal.. 85 dBA Average (anechoic) 93 dBA 93 dBA Peak (anechoic) 96 dBA 96 dBA 24 Vdc 84 dBA 88 dBA 94 dBA 94 dBA 98 dBA 98 dBA 31 Vdc 85 dBA 88 dBA 95 dBA 95 dBA 100 dBA 100 dBA 20 Vdc FWR 83 dBA 87 dBA 85 dBA 95 dBA 99 dBA 99 dBA 24 Vdc FWR 84 dBA 88 dBA 96 dBA 96 dBA 100 dBA 100 dBA Temporal Horn 137-H) 20 Vdc 77 dBA 81 dBA 87 dBA 87 dBA 92 dBA 92 dBA 24 Vdc 78 dBA. 83 dBA 88 dBA 88 dBA 93 dBA 93 dBA 31 Vdc 80 dBA 85 dBA 90 dBA 90 dBA 95 dBA 95 dBA 20 Vdc FWR 78 dBA 82 dBA 89 dBA 89 dBA 95 dBA 95 dBA 24 Vdc FWR 80 dBA 84 dBA 91 dBA 91 dBA 97 dBA 97 dBA Steady Horn 20 Vdc N/A 76 dBA N/A 89 dBA N/A 90 dBA 24 Vdc 77 dBA 89 dBA 90 dBA 31 Vdc • 77 dBA 89 dBA 90 dBA 20 Vdc FWR 75 dBA 87 dBA 90 dBA 24 Vdc FWR 76 dBA 88 dBA 90 dBA EDWARDS SYSTEMS TECHNOLOGY Issue 5 Literature Sheet #85001-0529 Page 5 of 6 Ordering Information Catalog Number Description Ship Wt. Ibs (kg) White Finish Red Finish HO (High dB Output) Temporal Horn/Strobes G1-HOV15 G1R-H0V15 Genesis Combination High Output Temporal Horn/Strobe (15 cd output) 0. 25 0.1111 ) G1-HOV30 G1R-HOV30 Genesis Combination High Output Temporal Horn/Strobe (30 cd output) G1-HOV60 G1R-HOV60 Genesis Combination High Output Temporal-Hbrn/Strobe (60 cd output)- G1-HOV75 G1R-HOV75 Genesis Combination High Output Temporal Horn/Strobe (75 cd output) G1-HOV110 G1R-HOV110 Genesis Combination High Output Temporal Horn/Strobe (110 cd output) Temporal Horn/Strobes G1-HV15 G1R-HV15 Genesis Combination Temporal Horn/Strobe (15 cd output) 0.25 0.11) G1-HV30 G1R-HV30 Genesis Combination Temporal Horn/Strobe (30 cd output) G1-HV60 G1R-HV60 Genesis Combination Temporal Horn/Strobe (60 cd output) G1-HV75 G1R-HV75 Genesis Combination Temporal Horn/Strobe (75 cd output) Strobes G1-V15 G1R-V15 Genesis Strobe (15 cd output) 0.25 0,11) G1-V30 G1R-V30 Genesis Strobe (30 cd output) G1-V60 G1R-V60 Genesis Strobe (60 cd output) G1-V75 G1R-V75 Genesis Strobe (75 cd output) G1-V110 G1R-V110 Genesis Strobe (110 cd output) Horns G1-HO G1R-H0 Genesis High Output Temporal Horn 0.25 0.11) G1-H G1R-H Genesis Temporal Horn G1-P G1R-P Genesis Horn (Steady) Accessories dim Genesis Signal Master- Snap -on Mount 0.1 (0.5) G1M-RM Genesis Signal Master- Remote Mount (1-gang) G1T G1RT Genesis Trim Plate (for two -gang or 4" square boxes)' 0.15 (0.7) G1T-FIRE GIRT -FIRE Genesis Trim Plate (for two -gang or 4" square boxes) with "FIRE' markings" 27193-16 27193-11 One -gang surface mount box 1(0.4) Trim Plate Dimensions: Width- 5' (127 mm); Height- 5"/s' (149 mm); Depth- 1/2' (13 mm) WARNING: These devices will not operate without electrical power. As fires frequently cause power interruptions, we suggest you discuss further safe- guards with your local fire protection specialist. These visible signal appliances' flash intensity may not be adequate to alert or awaken occupants in the protected area. Research indicates that the intensity of Genesis and FuIlLight Strobe Technology are trademarks of Edwards strobe needed to awaken 90% of sleeping persons is approximately 100 cd. EST recommends that strobes In sleeping rooms be 110 cd minimum. Systems Technology, Inc. EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. O 2001 EST Primed in U.S.A. Page 6 of 6 Literature Sheet #65001-0529 Issue 5 Inte9' 9. 9" EEnharGed .,:+r.V6 s.Y.riah-..®tsl. S; EDWARDSSYSTEMS TECHNOLOGY" NOTIFICATION APPLIANCES ' Synchronized Strobe Models: 202-3A, -5A, -6A, -7A, -8A, 203-8A Features UL 1971-listed synchronizing strobe 202 Series strobes synchronize to the latest UL 1971 requirements when used with an external control module (G 1 M or SIGA-CC1 S). Genesis - compatible Can be mixed with Genesis signals. All Genesis and Integrity strobes on the same circuit meet UL 1971 synchronization requirements when used with an external control module. Approved for public and private mode applications UL 1971-listed as signaling devices for the hearing impaired and UL 1638-listed as protective visual signaling appliances. Satisfies ADA code requirements All 202 strobes provide the "Equivalent Facilitation" allowed under ADA Accessibility Guidelines. A single strobe in rooms up to 50 ft x 50 It satisfy both ADA and NFPA codes. Durable red or white Noryl front plate Ideal for industrial or harsh environments. Rated for wall or ceiling installation Field changeable field markings Lens language or standard °FIRE° marking is easily changed with optional LKW and LKC series lens kits. Screwterminal wire connection Large terminals speed installation and accept up to #12 AWG 2. 5mm2) wire. Fits one -gang flush box Ideal for retrofit and renovation projects. Optional color -matched surface boxes available. Description 202 Series strobes are specially designed for use with compatible life safety communication and control equipment to alert the hearing impaired of a life safety event. Strobes are available with 15 cd, 15/75 cd, 30 cd, 60 cd, and 110 cd effective flash intensity. They are fully compatible with Genesis signals. ' As part of the Enhanced Integrity line of products, 202 Series strobes exceed UL synchronization requirements (within 10 milliseconds other over a two-hour period) when used with a separately - installed G1 M Signal Master or SIGA-CC1 S Synchroni- zation Module. Patented MEA Synchronization is important because a small portion of the population have a condition which may cause them to become disoriented from multiple random flashes of light. 202 Series strobes minimize this risk. The flash from 202 Series strobes can be noticed from almost any position in the room, corridor, or large open space. Light disper- sion is controlled with a specially shaped reflector that directs a minimum of 12 per cent of rated light output above and below the strobe, and a minimum of 25 % of rated light straight out both sides. 202 Series strobes are UL 1971 listed with both wall and ceiling cd intensity ratings (see Specifications). This is useful in areas where theAuthority Having Jurisdiction (AHJ) permits ceiling - mount strobes. Strobes are shipped with standard wall mount style "FIRE" lens markings. Where ceiling mount, other languages, or different lens markings are required, EST offers optional LKW and LKC series Lens Marking Kits. These optional lens markings simply snap on to the strobe. Consult ESTfor availability of special lens markings. 202 Series strobes are designed for 20 to 31 Vdc operation and must be connected to signal circuits that output a constant (not pulsed) voltage. A diode is used to allow full signal circuit supervi- sion and polarized connections are made to terminals that accept up to # 12 AWG (2.5mm2) wire. The 203 Series strobe operates from a 120 Vac/60 hz signal circuit and is not synchronized. The strobe housing/front plate is finished in red or white and is'' made from durable and fire retardant, high impact plastic with a slightly textured surface. EDWARDS SYSTEMS TECHNOLOGY U. S. SALES: SARASOTA. FL 941-739.46M; FAX 941-727-1214 • CANADA SALES: OWEN SOUND, ON 519.376.2430; FAX 519.376.7258 INTERNATIONAL SALES: 905-270.1711; FAX905-270-9553 • CORPORATE HEADQUARTERS: CHESHIRE. CT - U.S. MANUFACTURING: PITTSFIELD, ME Issue 8 Literature Sheet #85001-0369 . Page 1 of 4 Not to be used for installation purposes. Strobe Application All models are listed to standard UL 1971, Signaling Devices for the Hearing Impaired and CAN/ULC S526, Standard for Visual SignalAppliances for Fire Alarm Systems. Each strobe can provide the "Equivalent Facilitation" allowed underAmericans with Disabilities Act Accessibility Guidelines (ADAAG). These guidelines are based on ANSI/NFPA 72 National Fire Alarm Code (1993). When applied and installed in accordance with that code, EST strobes meet or exceed the illumination produced by the ADA-specified 75 candela (cd) strobe at 50 ft. However, optimum performance is obtained by providing "Equivalent Facilitation" as allowed bythe Americans with Disabilities Act Accessibility Guidelines (ADAAG). Contact ESTfor exact spacing requirements. Use ONE Wall Mounted - Non -Sleeping Rooms EST Model: Up to 20' x 20' (6.1 m x 6.1 m) 202-5A 15 cd @ 70 mA or 202-7A' 15/75 cd @ 96 mA Up to 30' x 30' (9.1 m x 9.1 m) 202-3A 30 cd @ 89 mA Up to 40' x 40' (12.2 m x 12.2 m) 202-6A 60 cd @ 155 mA Up to 50' x 50' (15.2 m x 15.2 m) 202-8A 110 cd @ 197 mA Corridors Wall Mounted - EST Model: Any Length x 202-5A or 202-7A* spaced @ Max. 20' (6.1m) Wide 100' (30.5m) never exceeding 15' (4.5m) from end wall Non -Sleeping Rooms and Corridors: EST strobes rated at less than 110 cd per UL 1971 are intended for use in non -sleeping areas only. Install them 80 inches (2.03m) above floor level OR within the space between six inches (150mm) to 24 inches (610mm) below the ceiling, whichever is lower. No point in any space (including corridors) required to have strobes shall be more than 50 ft (15.2m) from the signal in the horizontal plane. The 110 cd strobe should be used in non -sleeping areas only when the room exceeds 40 ft X 40 ft 02.2m X 12.2m). In large rooms or spaces (such as auditoriums) that exceed 100 ft 30.4m) across and without obstructions more than 72 inches (1.8m) above the finished floor, strobes may be placed around the perimeter, spaced a maximum of 100 ft (30.4m) apart, in lieu of suspending themfrom the ceiling. Sleeping rooms: EST model 202-8A and 203-8A are rated at 110 cd. They are intended for use in sleeping rooms and should be installed along with a smoke detector. Strobes must be wall mounted at least 80 inches (2.03m) above floor level, but no closer than 24 inches (610mm) to the ceiling. The distance from the strobe to the pillow must not exceed 16 ft (4.8m). Sleeping Rooms Use ONE Wall Mounted - EST Model:' Any size 202-8A 110 cd @ 197 mA 203-8A 110 cd @ 90 mA For detailed spacing requirements, consult TheHandbookof Visible Notification Appliances for Fire Alarm Applications published by EST Press, or contact your local EST representative. Application Notes — USA Strobes must be used to supplement audible signals wherever the average ambient sound level exceeds 105 dBA. Combination audible/visual signals must be installed in accordance with NFPA guidelines established for strobes. ADA suggests that the following areas may require visual alarm signals: rest rooms, meeting rooms, and other general use areas. lobbies, hallways, and other common use areas. sleeping rooms intended for use by persons with hearing impairment (in accordance with Title 1 of ADA). work areas used by a person with a hearing impairment (per Title 1 of ADA). Application Notes — CANADA Based in part on 1995 Canada National Building Code) The fire alarm audible signal shall be supplemented by fire alarm strobes in any floor area where the ambient noise level exceeds 87 dBA, or where the occupants of the floor area use ear protective devices, are located within an audiometric booth, or are located within sound insulating enclosures. This also applies to assembly occupancies in which music and other sounds associated with performances could exceed 100 dBA. Strobes shall be installed in a building so that the flash from not less than one device is visible throughout the floor area or portion thereof in which they are installed. For maximum safety, EST recommends that strobes be installed as per the guidelines shown here under Strobe Application. Typical Wiring — 24 Vdc uWLC Ustr 24V do Fire Hann Control Panr signal circul Place on and-ol. line resistor on the last device (resistor r supplied with control paneq WARNING: These devices will not operate without electrical power. As fires frequently cause power interruptions, we suggest you discuss further safeguards with your local fire protection specialist. These visual signal appliances' flash intensity may not be adequate to alert or waken occupants in the protected area. Research indicates that the intensity of strobe needed to awaken 90% of sleeping persons is approximately 100cd. EST recommends that strobes in sleeping rooms be 110cd minimum. CAUTION: This unit is designed to be used on signal circuits that output a constant voltage. Do not connect this unit to a coded or pulsating voltage. Electrical supervision requires wire run to be broken at each device. Do not loop signal circuit field wires around the strobe terminals. EDWARDS SYSTEMS TECHNOLOGY Page 2 of 4 Literature Sheet 085001-0369 Issue 8 Not to be used for installation purposes. Specifications Catalog Number 202-SA-` 202-7A-0 202-3A-9 202-6A-• 202-8A-•/203-8A-• UL 1971 Rated Strobe Output - candel 15cd 15cd 30cd (wall) 60cd (wall) 110cd (wall) cd) wall only) wall or ceiling) 15cd (ceiling) 30cd (ceiling) 60cd (ceiling) UL 1638/ULC S526 Rated Strobe Output 15cd 75cd 30cd 60cd 110cd Mean Operating Current (note 2) 70 mA @ 24 Vdc 96 mA @ 24 Vdc 89 mA @ 24 Vdc 155 mA @ 24 Vdc 197 mA @ 24 Vdc 83 mA @ 20 Vdc 115 mA @ 20 Vdc 107 mA @ 20 Vdc 194 mA @ 20 Vdc 241 mA @ 20 Vdc Peak Operating Current (note 2) 156 mA @ 24 Vdc 204 mA @ 24 Vdc 189 mA @ 24 Vdc 268 mA @ 24 Vdc 338 mA @ 24 Vdc Mean Operating Current (note 3) 58 mA @ 24 Vdc 79 mA @ 24 Vdc 75 mA @ 24 Vdc 124 mA @ 24 Vdc 338 mA @ 24 Vdc 69 mA @ 20 Vdc 97 mA @ 20 Vdc 91 mA @ 20 Vdc 153 mA @ 20 Vdc 202 mA @ 20 Vdc Peak Operating Current (note 3) 356 mA @ 24 Vdc 446 mA @ 24 Vdc 402 mA @ 24 Vdc 672 mA @ 24 Vdc 788 mA @ 24 Vdc Strobe Flash Rate (note 4) Synchronized at one flash per second. External control module necessary to meet UL 1971 synchronization requirements of 10 milliseconds over a two-hour period. Compatible Synchronization Modules G1M, G1M-RM, SIGA-CC1S, SIGA-MCC1S Strobe Operating Volts 202 series: 20 to 31 Vdc (Continuous); 203 series: 120 Vac/60Hz Operating Environment INDOOR: 85% relative humidity @ 300 C; 32-120D F (0-490 C) ambient temperature Lens Markings Supplied with LKW-1 "FIRE" red letters, vertical both sides (Wall Mount). See LKW and LKC series for ceiling style and optional markings. Wire Connections Terminals - polarized input, #12 AWG (2.5mm2) max wire size Flash Tube Enclosure Clear LEXAN Strobe Plate, Finish Textured color -impregnated plastic - Exceeds 94V-0 UL Flammability Rating Mounting Flush - One -gang, 2-inch deep North American electrical box; Surface - EST 27193 series box or one -gang wiremold box. Agency Listings UL 1971, UL 1638, ULC S526, CE, FM, CSFM, MEA AIL models comply with ADA Code of Federal Regulation Chapter 28 Part 36 Final Rule) Suffix'-T'forRED front plate, '-TWfor WHITE front plate. Note 1: Use the mean current rating to establish the maximum number of strobes, wire gauge, and standby power requirements. Note 2: 202 series -From a FILTERED do source, 203series-90mA (rms) @ 120 Vac/60Hz; 5 350mA Peak. Note 3: From an UNFILTERED (Full Wave Rectified) do source. Note4: 203 series is non -synchronized atonefps. Distribution Patterns UL 1971 WALL MOUNTED STROBE LIGHT OUTPUT TYPICAL EST •3A MODELS 10 m WTSD U, W 0 (0.10 WO •30 50 70 00 D /0 20 30 . SD OD 0d) TYPICAL EST •3A MODELS 00 75 M R LIF 30 W Is ujcc 0) 0 W •IS O .3p 45 73 00 0 10 20 30 40 50 W cd) TYPICAL EST -SA MODELS 00 7s So 45 30 15 0)0 15 30 5 eD 75 00 k, 0 5 10 15 20 25 led) TYPICAL EST •$A MODELS so 75 So 45 30 15 0) o 15 30 5 60 75 0 5 10 15 20 25 led) HORIZONTAL TYPICAL EST -SA MODELS 00 70 50 30 100) 10 30 bo 70 p 0 20 AO 00 OD 1. 1. led) VERTICAL — TYPICAL EST 4A MODELS 00 75 eo 5 15 0) o 15 AO 5 75 p 0 25 so 75 100 cd) TYPICAL EST •7A MODELS A 75 0 u 3D IS 0) o s 30 s 40 5 01020M.0504101060 0) TYPICAL EST - 7A MODELS 00 70 so 30 10 0) 10 30 50 70 so 0 10 2V 30 00 50 00 7o eo cd) TYPICAL EST - MMODELS 3o 70 50 3D to 0) t03050 70 00 0 25 So 75 100 125 ISO 175 00) TYPICAL EST dA MODELS W&DIT 75 605 D t5 0) 0 IS 30 P1 5 075 40 0 25 50 75 too 125 150 led) OEST Avenge UL1971 Minimum EDWARDS SYSTEMS TECHNOLOGY Issue 8 Literature Sheet #85001-0369 Page 3 of 4 Not to be used for installation purposes. Installation and Mounting All models fit to a standard flush mounted, North American one -gang electrical box, two inch (51mm) deep minimum. Optional ESTcolor- matched indoor surface -mount boxes are available. Strobes must be connected to signal circuits which output a constant (not pulsed) voltage. EST recommends that these strobes always be installed in accordance with the latest recognized edition of national and local fire alarm codes. MOUNTING PLATE Two pan head slotted screws are provided to secure mounting plate to 1-gang electrical box. Ordering Information Strobes FRONT VIEW SIDE VIEW 1.09 0.25' 8 m 6 mm) nun F 5. 5. 127 mm) (127 m) E 3.4' leru (wall orientation) suppiadOlher (48 mm) 86 mm) teas marlvgs are available (see bebw). Catalog Number Description Ship Wt. lb. (kg) 202-5A-T Strobe - 15 cd, Red 1(0.4) 202-5A-TW Strobe - 15 cd, White 202-7A-T Strobe - 15l75 cd, Red 202-7A-TW Strobe - 15175 cd, White 202-3A-T Strobe - 30 cd, Red 202-3A-TW Strobe - 30 cd, White 202-6A-T Strobe - 60 cd, Red 202-6A-Tot Strobe - 60 cd, White 202-8A-T Strobe - 110 cd, Red 202-8A-TW Strobe - 110 cd, White 203-8A-T Strobe - 110 cd, 120 Vac, Red 203-8A-TW Strobe - 110 cd, 120 Vac, White Synchronization Modules G1M-RM Genesis Signal Master Remote Mount (1-gang) 0.1 (0.5) SIGA-CC1S Synchronization Output Module Standard Mount) 0.5 (0.23) SIGA-MCC1S Synchronization Output Module UIO Mount) 0.18 (0.08) Mounting Accessories 27193-11 Surface Mount Box- Indoor, 1-gang Red 1(0.5) 27193-16 ISurface Mount Box -Indoor, 1-gang White Ordering Information Lens Marking Kits Catalog Number Description Ship Wt. lb. (kg) LKW-1 FIRE" - Wall Orientation (supplied) 0.2 0.1) LKW-1R FIRE" - Wall Orientation (Red) LKW-2 FEU" - Wall Orientation LKW-3 FIRE/FEU" - Wall Orientation LKW-4 SMOKE" - Wall Orientation LKW-5 HALON" - Wall Orientation LKW-6 COT" - Wall Orientation LKW-7 EMERGENCY" - Wall Orientation LKW-8 ALARM" - Wall Orientation LKW-9 FUEGO" - Wall Orientation LKC-1 FIRE" - Ceiling Orientation LKC-2 FEU" - Ceiling Orientation LKC-3 FIRE/FEU" - Ceiling Orientation LKC-4 SMOKE" - Ceiling Orientation LKC-5 HALON" - Ceiling Orientation. LKC-6 COT' - Ceiling Orientation LKC-7 EMERGENCY" - Ceiling Orientation LKC-8 ALARM" - Ceiling Orientation LKC-9 FUEGO" - Ceiling Orientation EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. O Z001 EST Primed in tl.SA Page 4 of 4 Literature Sheet #85001-0369 Issue 8 Not to be used for installation purposes. 6! R' eets u r ed( 1 sr'c.' Benisf~' $ E R' E S EDWARDSSYSTEIVISTECHNOLOGY NOTIFICATION APPLIANCES Compatibility 4 • Temporal Horn and Horn -strobe 757 Series Features o UL 1971-listed synchronizing strobe Integrity strobes synchronize to the latest UL 1971 requirements when used with an external control module (G1M or SIGA-CCIS). Adjustable Audible Output Select temporal or continuous tones, and High setting for98 dBA output or Low setting for 94 dBA sound output. Genesis -compatible Can be mixed with Genesis signals. All Genesis and Integrity strobes on the same circuit meet UL 1971 synchronization requirements when used with an external control module. Approved for public and private mode applications UL 1971-listed as signaling devices for the hearing impaired and UL 1638-listed as protective visual signaling appliances. Satisfies ADA code requirements Integrity strobes provide the "Equivalent Facilitation" allowed under ADA Accessibility Guidelines. A single strobe in rooms up to 50 ft x 50 ft satisfy both ADA and NFPA codes. Low pitched "growl" tone Demands attention and provides superiorwall penetration. Durable red or white Noryl front plate Idealfor outdoor, industrial or harsh environments. Feld changeable field markings Lens language or standard "FIRE" marking is easily changed with optional LKW and LKC series lens kits. Screwterminal wire connection Large terminals speed installation and accept up to #12 AWG 2.5mm2)wire. Easy Installation Flush mount to standard North American 4" square or two -gang box. Integrity's universal mounting plate allows it to be wired and then left hanging free for easy inspection and testing before it is fastened to the electrical box. Description Integrity temporal horns and temporal horn -strobes are specially designed for use with compatible life safety communication and control equipment to alert occupants of a life safety event. The horn emits a piercing lowfrequency sound that is easily heard above moderate ambient noise levels. The flash from its strobe can be noticed from almost any position in the room, corridor, or large open space. Patented MEA E Q © Integrity's rugged plastic housing is made from durable and fire retardant, high impact plastic with a slightly textured surface. Its ingenious mounting plate firmly holds the device in place with a single screw. A separate trim plate is not required. Terminals accept up to # 12 AWG (2.5mM2) wire for polarized connections. HORN: During installation, the horn is configured for steady or temporal tone signal and either low (94 dBA) or high (98 dBA) output. When temporal output is selected all horns on a common two -wire circuit are self -synchronized (see specifications). External control modules are not required for audible synchronization. STROBE: As part of the Enhanced Integrity line of products, 757 Series strobes exceed UL synchronization requirements (within 10 milliseconds other over a two-hour period) when used with a . separately -installed G1 M Signal Master or SIGA-CC1S Synchroni- zation Module. They are fully compatible with Genesis signals. Synchronization is important because a small portion of the population have a condition which may cause them to become disoriented from multiple randomflashes of light. Integrity strobes minimize this risk. Strobes are shipped with standard wall mount style "FIRE" lens markings. Where ceiling orientation, other languages, or different lens markings are required, EST offers optional LKW and LKC series Lens Marking Kits. These optional lens markings simply snap on to the strobe. Consult EST for availability of special lens markings. Integrity horns and horn -strobes are designed for 20 to 31 Vdc operation and must be connected to signal circuits that output a- . constant (not pulsed) voltage. A diode is used to allow full signal circuit supervision. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA. FL 941-73964638; FAX 941-727-1214 • CANADA SALES: OWEN SOUND, ON 519-376.2430; FAX 519-376-7258 INTERNATIONAL SALES: 905-270.1711;FAX 905-270.9553 • CORPORATE HEADOUARTERS: CHESHIRE, CT • U.S. MANUFACTURING:PITTSFIELD.ME Issue 4 Literature' Sheet .#85001-0341 Page 1 of 4 Not to be used for installation purposes. Horn Application Suggested sound pressure level for each signaling zone used with alert or alarm signals is at least 15dB above the average ambient sound level, or 5dB above the maximum sound level having a duration of at least 60 seconds, whichever is greater, measured 5' 1".5m) above the floor. The average ambient sound level is the RMS, A -weighted sound pressure measured over 24-hour period. Doubling the distance from the signal to the ear will theoretically result in a 6 dB reduction of the received sound pressure level. The actual effect depends on the acoustic properties of materials in the space. A 3 dBA difference represents a barely noticeable change in volume. Typical Sound Output Distribution dBA measured at 10 ft in anechoic chamber 757 Series Temporal Horn ('HIGH' output) putput Angle - De9reec 105 95 85 75 dBA 758595105 Temporal Horn (dBA) Strobe Application These guidelines are based on ANSI/NFPA 72 National Fire Alarm Code (1993). When applied and installed in accordance with that code, EST strobes meet or exceed the illumination produced by the ADA-specified 75 candela (cd) strobe at 50 ft. However, optimum performance is obtained by providing "Equivalent Facilitation" as allowed by the Americans with Disabilities Act Accessibility Guidelines (ADAAG). Contact ESTforexact spacing requirements. Non -Sleeping Rooms and Corridors: EST strobes rated at less than 110 cd per UL 1971 are intended for use in non -sleeping areas only. Install them 80 inches (2.03m) above floor level OR within the space between six inches (150mm) to 24 inches (610mm) below the ceiling, whichever is lower. No point in any space (including corridors) required to have strobes shall be more than 50 ft (15.2m) from the signal in the horizontal plane. The 110 cd strobe should be used in non -sleeping areas only when the room exceeds 40 ft X 40 ft (12.2m X 12.2m). In large rooms or spaces (such as auditori- ums) that exceed 100 ft (30.4m) across and without obstructions more than 72 inches (1.8m) above the finished floor, strobes may be placed around the perimeter, spaced a maximum of 100 ft 30.4m) apart, in lieu of suspending them from the ceiling. Non -Sleeping Rooms Use ONE Wall Mounted EST Model: Up to 20' x 20' (6.1 x 6.1 m) 757-5A 15 cd @ 70 mA or 757-7A• 15/75 cd @ 96 mA Up to 30' x 30' (9.1 x 9.1 m) 757-3A 30 cd @ 89 mA Up to 50' x 50' (15.2 x 15.2m) 757-8A 110 cd @ 197 mA Corridors Wall Mounted - EST Model: Any Length x Max. 20' 757-5A or 757-7A" spaced @ 100' 6.1m) Wide 30.5 m) never exceeding 15' (4.5 m) from end wall Model 757.7A is rated at 15 cd (wall or ceiling mount) per UL1971, and 75 cd per UL1638. Sleeping rooms: EST 110 cd strobes are intended for use in sleeping rooms and should be installed along with a smoke detector. Strobes must be wall mounted at least 80 inches (2.03m) above floor level, but no closer than 24 inches (610mm) to the ceiling. The distance from the strobe to the pillow must not exceed 16 ft (4.8m). Sleeping Rooms jUse ONE Wall Mounted - EST Model: Any Size 757-8A 110 cd @ 197 mA Application Notes - USA Audible signals should never have a sound level less than 75 dBA at 10' (3m) per NFPA 72. Signals cannot exceed 120 dBA per ADA 130 dBA per NFPA 72) at the minimum hearing distance to audible appliance. Audible signals shall be installed with the top of the device above the floor not less than 90" (2.3m) and below the finished ceiling at least 6" (150 mm) (per NFPA 72). Strobes must be used to supplement audible signals wherever the average ambient sound level exceeds 105 dBA. Combination Audible/Visible signals must be installed per NFPA guidelines established forstrobes. ADA suggests that thefollowing areas may require Visual Alarm Signals: rest rooms, meeting rooms, and other general usage areas. lobbies, hallways, and other common use areas. . sleeping rooms intended for use by persons with hearing impairment (per Title 1 of ADA). work areas used by a person with a hearing impairment (per Title 1 of ADA). Application Notes - CANADA Based in part on 1995 Canada National Building Code) The fire alarm signal sound pressure level shall not exceed 110 dBA in any normally occupied area. The sound pressure level from an audible signal in a floor area used for occupancies other than residential occupancies shall be not less than 10 dBA above the ambient noise, and never less than 65 dBA. The sound pressure level in sleeping rooms from an audible signal shall not be less than 75 dBA when any intervening doors between the device and the sleeping room are closed. Audible signal devices shall be installed not less than 1.8 m to the center of the device above the floor (perCAN/ULC S524). The fire alarm audible sional shall be suoDlemented by fire alarm 87 dBA. or where the occupants of the floor area use ear protective devices, are located within an audiometric booth, or are located within sound insulating enclosures. This also applies to assembly occupancies in which music and other sounds associated with performances could exceed 100 dBA. Strobes shall be installed in a building so that the flash from not less than one device is visible throughout the floor area or portion thereof in which they are installed. For maximum safety, EST recommends that strobes be installed as perthe guidelines shown here under Strobe Application. Fordetailed spacing requirements, consult TheHandbookof Visible Notification Appliances for Fire Alarm Applications published by EST Press, or contact your local EST representative. EDWARDS SYSTEMS TECHNOLOGY Page 2 of 4 Literature Sheet #85001-0341 Issue 4 Not to be used for installation purposes. Specifications Standalone Synchronization Strobe flash at 1 per second within 200 milliseconds on common circuit Characteristics (note 5) Horn pulses at temporal rate within 200 milliseconds on common circuit Operating Volts Strobe: 20-24 Vdc Continuous; Horn: 20.31 Vdc Continuous Anechoic: High Setting - 104 dBA (peak)/98 dBA (avg); Low Setting - 99 dBA (peak)/94 dBA (avg) Horn Output (note 1) Reverberant: High Setting - 85 dBA (continuous)/82 dBA (temporal); Low Setting - 82 dBA (continuous)/75 dBA (temporal) Horn Current High Output: 40 mA @ 24 Vdc; 55mA @ 24 Vrms FWR; Low Output: 20 mA @ 24 Vdc; 28 mA @ 24 Vrms FWR Strobe Flash Synchronization Synchronized at one flash per second. Eicternal conirol-mod'ule necessary-' "to meet UL 1971 synchronization requirements of 10 milliseconds over a two-hour period. Compatible Synchronization 131M, G1M-RM, SIGA-CC1S, SIGA-MCC1S Modules Rated Strobe Output (cd) 757-5A- 757-7A- 757-3A- 757-BA- UL 1971 Rated Strobe Output (cdl 15cd 15cd 30cd (wall) 110cd (wall) wall only) wall or ceiling) 15cd (ceiling) 60cd(ceiling) UL 1638/ULC S526 Rated Strobe 15cd 75cd 30cd 110cd Output - Mean Operating Current (note 2) 70 mA @ 24 Vdc 96 mA @ 24 Vdc 89 mA @ 24 Vdc 197 mA @ 24 Vdc 83 mA @ 20 Vdc 115 mA 2 20 Vdc 107 mA @ 20 Vdc 241 mA @ 20 Vdc Peak Operating Current (note 2) 156 mA @ 24 Vdc 204 mA @ 24 Vdc 189 mA @ 24 Vdc 338 mA @ 24 Vdc Mean Operating Current (note 3) 58 mA @ 24 Vdc 79 mA @ 24 Vdc 75 mA @ 24 Vdc 338 mA @ 24 Vdc 69 mA @ 20 Vdc 97 mA @ 20 Vdc 91 mA @ 20 Vdc 202 mA @ 20 Vdc Peak Operating Current (note 3) 356 mA @ 24 Vdc 446 mA @ 24 Vdc 402 mA @ 24 Vdc 788 mA @ 24 Vdc Strobe Marking Supplied with LKW-1 'FIRE' red letters, vertical both sides (Wall Mount) see LKW and LKC series for ceiling style and optional markings. Flash Tube Enclosure Clear LEXAN with white marking sleeve Housing Textured, color impregnated engineered plastics - exceeds 94V-0 UL flammability rating Wire Connections Terminals - separate, polarized inputs for Horn 6 Strobe, #12 AWG (2.5mmt) maximum INDOOR Operating Environment 32.120' F (0-49' C) ambient temperature. 93% relative humidity @ 40' C OUTDOOR Operating Environment 98% relative humidity @ 40' C;-35.150' F (-31.66' C) ambient temperature must use weatherproof box) 757-7A: rated at 17.7 cd @ -35' C per UL/@ -40' C per ULC) 757-8A: rated at 70.7 cd @ -35' C per UL/@ -40' C per ULC) Flush: North -American 2-gang box, X high x 4' wide x 2'/: (69 mm) minimum Mounting - INDOOR Surface: 757A-SB Back box Bi-directional: 757A-BDF Mounting Frame Mounting - OUTDOOR Surface: 757A-WB Weatherproof Box Agency Listings UL 1971, UL 1638, UL 464, ULC S526, ULC S525, MEA, CSFM, FM. CE All models comply with ADA Code.of Federal Regulation Chapter 28 Part 36 Final Rule) Note 1- Measured at 10ft (3m) @ 24 Vdc. Subtract 3 dBA for models with strobes. Note 2 -Connected to FILTEREDdc source. Note 3-Connected to UNFILTERED (Full Wave Rectified) do source. Note 4- Use the meancurrent rating to establish the maximum number of strobes, wire gauge and standby power requirements. Note 5-Temporal audible pattern is defined as: 'h sec ON,'h see OFF,'h see ON,'h sec OFF, %sec ON,1'/2 sec OFF, then repeat cycle. Light Output Patterns vertical 90. 90. so• Horizontal eo• 5A'Serles Strobe Horizontal Output degrees 30 20 10 cd 10 20 30 OMM m ,>dLLa.,O 3A'Series Strobe Horizontal Output degrees 115 45 C n yn9"ii 60 40 20 od 20 40 60 Qt....r.r mLL_® Horizontal Output degrees 15 ' BA'Series Strobe 3 4645 30 a.e,•., 200 100 cd 100 200 Qu•.war ,wrLL,.o, :1 y 8A' Series Strobe Vertical Output 150- 90.75 Qer'. W rw,, LLm .n 1000 5015cd 0 a o 5015 t00 150.0 EDWARDS SYSTEMS TECHNOLOGY Issue 4 Literature Sheet #85001-0341 Page 3 of 4 Not to be used for installation purposes. Installation and Mounting All models tit to a standard flush mounted, North -American two - gang electrical box, 23/4 inch (69 mm) minimum. Optional flush trims are not required. For surface moue and outdoor surface boxes painted in ci epoxy. EST recommends thatfire alarm be installed in accordance with the latest recognized edition of national and local fire alarm codes. Mour Typical Wiring The strobe must be connected to signal circuits which output a constant (not pulsed) voltage. The horn can be connected to continuous voltage circuits. HORN and STROBE FIRST DEVICE ON SAME CIRCUIT Noro/Ltrobe xomRbobe To UUULC Ustcd Fire Alarm COMO Panel SQ I Cocull . To Ned Device r lyr or E01 Resistor HORN and STROBE ON SEPARATE CIRCUIT FIRST DEVICE To UWLC Listed To Ned Device Pot Alum Control NorNStrobe NorNSbobe or EOL Resistor Panel Segul Chum 9ToUUULCUsted + Fire Alarm Control ' To Ned Strobe DeuceV-11PanelSrOmtCocuO EDL Resistor WARNING: These devices will not operate without electrical power. As fires frequently cause power interruptions, we suggest you discuss further safeguards with your local fire protection specialist. These visual signal appliances' flash intensity may not be adequate to alert or waken occupants in the protected area. Research indicates that the intensity of strobe needed to awaken 90% of sleeping persons is approximately 100 cd. EST recom- mends that strobes in sleeping rooms be 110 cd minimum. m) minimum box 143mm) sq. x D Ordering Information Catalog Number Description Ship Wt. I lb. (kg) Temporal Horns 757-1A-T' ITemporal Horn, Red 1.7(.8) Temporal Horn -Strobes 757-5A-T` Temporal Horn -Strobe, 15cd, Red 2( 9) 757-7A-T• Temporal Horn -Strobe, 15/75cd, Red 757-3A-T* Temporal Horn -Strobe, 30cd, Red 757-8A-T• Temporal Horn -Strobe, 11Ocd, Red Synchronization Modules G1M-RM Genesis Signal Master Remote Mount (1-gang) 0.1 (0.5) SIGA-CC1S Synchronization Output Module Standard Mount) 0.5 (0.23) SIGA-MCC1S Synchronization Output Module UIO Mount) 0.18 (0.08) Mounting Accessories 757A-SB• Surface Box, Red, Indoor 1.5(.7) 757A-WB' Weatherproof Box, Red, Surface 1.5(.7) 757A-BDF" Bi-directional Frame, Red 4(1.8) Lens Marking Kits (see note 1) LKW-1 FIRE", Wall Orientation (supplied) 0.1 COS) LKW-1R FIRE", Wall Orientation, RED LKW-2 FEU", Wall Orientation LKW-3 FIRE/FEU", Wall Orientation LKW-4 SMOKE", Wall Orientation LKW-5 HALON", Wall Orientation LKW-6 CO2", Wall Orientation LKW-7 EMERGENCY", Wall Orientation LKW-8 ALARM", Wall Orientation LKW-9 FUEGO", Wall Orientation Add Suffix "W" to catalog no. for WHITE. (e.g. 757-7A-TW) Note 1 - Change "W" to "C" for CEILING mount. (e.g. LKC-1) EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. O 2001 EST Primed in U.S.A. Page 4 of 4 Literature Sheet #85001-0341 Issue 4 Not to be used for installation purposes. Job #: 02-1420 Job Name:Courtesy Jeep OSC Panel Battery Calculation Date: 02/06/03 QTY FCP-parts Supervisory Total Supervisory Alarm Total Alarm 1 PS6 82 82 100 100 0 1 CPU/ Display 117 117 135 135 0 SL30 1 0 23 0 1 DLD 13 13 26 26 0 ZB 16-4 123 0 152 0 0 ZA8-2 73 0 116 0 0 X485 60 0 60 0 0 ZR8 11 0 144 0 Annunciator parts 0 CPU/ Display 1051 0 123 0 0 SL30 30 0 30 0 0 CDR-3 60 0 100 0 0 IOP3A 60 0 60 0 0 RPM 20 0 20 0 4-Wire Devices 0 6266 Series Duct Detector 0.5 0 50 0 0 6270B Smoke Detector 0.5 0 50 - 0 NAC 0 S1 CIRCUIT 0 0 0 0 0 S2 CIRCUIT 0 0 0 0 Total Auxillary Load Total Supervisory & Alarm in mA' sICurrent 212 7261 Number Standby Hours Required 60 Total Standby 12720 Alarm sounding d in min. 5 Total Alarm 21.75 T otal Standby and Alarm 12741.75, Total AH Required -14.016 AH 1 Battery size 15 AH Batteries 12 Volts DC y • Job Name: Courtesy Jeep Battery Calculations Job Number: 02-1420 for EST -BPS10 Number of Standby Standby Alarm Device Devices Current ALARM Current per Device Current Current BPS10 1 70 190 70 190 EST Devices "Genesis" Notification Appliances Red Devices NAC CIRCUIT (Ni-11 01v - 70 190 HI -OUTPUT HORN ONLY - G7 R-HO 0 28ma I Oma 1 0 15cd Strobe - G1R-V15 6 58ma Oma 348 30cd Strobe - G 1 R-V30 0 100ma Oma 0 75cd Strobe - G1 R-V75 2 158ma Oma 316 11 Ocd Strobe - G1R-V110 2 180ma Oma 360 15cd Horn -Strobe - G1 R-HOV15 1 86ma Oma 86 30cd Hom-Strobe - G1 R-HOV30 0 123ma Oma 0 75cd Hom-Strobe - G1 R-HOV75 01 184ma Omal 0 11Ocd Horn -Strobe - GIR-HOV110 21 204mal Omal 408 la rotai mA lolbma NAC CIRCUIT IN1-21 Otv HI -OUTPUT HORN ONLY - G1 R-HO 0 28ma Oma 0 15cd Strobe - G1 R-V15 4 58ma Oma 232 30cd Strobe - G1 R-V30 0 100ma Oma 0 75cd Strobe - G1 R-V75 0 158ma Oma 0 110cd Strobe - 202-8A-T 3 197ma Oma 591 15cd Hom-Strobe - G1 R-HOV15 1 86ma Oma 86 30cd Hom-Strobe - G1 R-HOV30 0 123ma Oma 0 75cd Hom-Strobe - G 1 R-HOV75 2 184ma Oma 368 11 Ocd Horn -Strobe - G1 R-HOW10 31 204ma I Omal 612 l3 i oial mA l aour la NAC CIRCUIT (NI-11 Otv HI -OUTPUT HORN ONLY - G1 R-HO 0 28ma Oma 0 15cd Strobe - G1 R-V15 0 58ma Oma 0 30cd Strobe - G1 R-V30 0 100ma Oma 0 75cd Strobe - G 1 R-V75 0 158ma Oma 0 110cd Strobe - G1R-V110 5 180ma Oma 900 15cd Hom-Strobe - GIR-HOV15 0 86ma Oma 0 30cd Hom-Strobe - G1 R-HOV30 0 123ma Oma 0 75cd Hom-Strobe - G1 R-HOV75 1 184ma Omal 184 110cd Horn -Strobe - G1R-HOV110 3 204mal Omal 612 V IOIaI mA lbybma NAC CIRCUIT INI-41 ON HI -OUTPUT HORN ONLY - G1 R-HO 0 28ma Oma 0 15cd Strobe - G1 R-V15 0 58ma Oma 0 30cd Strobe - G1 R-V30 0 100ma Oma 0 75cd Strobe - G1 R-V75 0 158ma Oma 0 11 Ocd Strobe - 202-8A-T 3 197ma Oma 591 15cd Hom-Strobe - G1 R-HOV15 0 86ma Oma 0 30cd Horn -Strobe - G1R-HOV30 1 01 123ma Ornal 0 75cd Hom-Strobe - G1 R-HOV75 0 184ma Oma 0 11 Ocd Hom-Strobe - G1 R-HOV110 3 204ma Oma 612 b Notification Appliances Current Totals Number Standby Hours Required Total Standby AH Alarm sounding period in hours Total alarm AH Total Standby and Alarm AH Total AH Required low mA lLWma 6496ma 60 5 0.0833 0.541117 5.5411168 6.65 AH Date: 02/06/03 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: March 18, 2003 Business Address: 1000. Rinehart Road. OC,C, / #L,re-d Occupanc-y Business/Mdustrial Business Name: Courtesy Jeep Sanford Ph. () Fax. () Contractor: Alert Security Ph. (407) 644-8990 Fax. (407) 644-8990 Reviewed [ ] Review .ifkwith.rcomm..ent [, XJ Rejected [ ] Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner -T?L Comment: Fire Department will require (2) two "31 JX" phone lines for fire alarm monitoring. A HI requ-fires pull station at: each designated EXIT . 1.1 Application — Fire Alarm for New Industrial/Business Occupancy 1.2 Monitoring- Sanford Fire Prevention will field verify (have system off of test 0, time of inspection) 1.3; Signage: Fire department will require doors .to be labeled (see,page 1. for -location on blue prints) 1.4 Building owner- Sanford Fire Department requires Knox box see application 1.5 Monitoring — Required on all tamper, fire sprinkler flow switches. 1.6 Duct Detectors- Required for local notification only 1.7 Finial Function Test- Have system live for test, (take system off of test). 1.8 Battery Calculations: Verified by fire prevention/system will be tested on batteries 1 w BP208I01 CITY OF SANFORD 1/17/06 Global Location Inquiry - Building Permit Applications 14:06:59 Property address . . . . . . 1000 RINEHART RD Parcel Number . . . . . . . . 32.19.30.300-007A-0000 MASTER Type options, press Enter. 2=Application inq 3=Structure inq 4=Permit inq 5=Inspection inq Opt Appl Nbr Type Stat Date Tenant Nbr/Name 05 00001126 TENT CL 1/19/05 04 00003291 CNPY AP 9/27/04 04 00002455 TENT AP 6/30/04 03 00002437 TENT CL 7/22/03 03 00001367 FRAL CL 3/21/03 02 00002142 SIGN CL 9/05/02 02 00002140 SIGN CL 9/05/02 02 00001956 ELEC CL 8/06/02 02 00001461 WALL CL 6/13/02 02 00001456 FRSP CL 6/12/02 02 00001168 ROOF CL 5/02/02 F3=Exit F12=Cancel BP208I01 CITY OF SANFORD 1/17/06 Global Location Inquiry - Building Permit Applications 14:06:59 Property address . . . . . . 1000 RINEHART RD Parcel Number . . . . . . . . 32.19.30.300-007A-0000 MASTER Type options, press Enter. 2=Application inq 3=Structure inq 4=Permit inq 5=Inspection inq Opt Appl Nbr Type Stat Date Tenant Nbr/Name 02 00000652 FRSP CL 2/08/02 02 00000625 FRAL CL 1/31/02 02 00000563 SDVP AP 1/16/02 02 00000514 TCAU CL 1/09/02 02 00000447 SCGP AP 12/21/01 02 00000376 NSTR CO 12/04/01 O1 00002387 SITE AP 8/22/01 99 00000430 BURN CL 11/23/98 99 00000429 SCGP AP 11/23/98 99 00000267 TREE AP 11/03/98 98 00002843 SITE AP 9/04/98 F3=Exit F12=Cancel BP208I01 CITY OF SANFORD 1/17/06 Global Location Inquiry - Building Permit Applications 14:06:59 Property address . . . . . . 1000 RINEHART RD Parcel Number . . . . . . . . 32.19.30.300-007A-0000 MASTER Type options, press Enter. 2=Application inq 3=Structure inq 4=Permit inq 5=Inspection inq Opt Appl Nbr Type Stat Date Tenant Nbr/Name 97 00002275 PDRZ CL 6/27/97 F3=Exit F12=Cancel BP200I10 CITY OF SANFORD 1/17/06 Application Names Inquiry 13:56:53 Application number . . . . . : 02 00000376 Property . . . . . . . . . . : 1000 RINEHART RD CONTRACTOR Name HODGEN CONSTRUCTION & Address DEVELOPMENT GROUP INC P 0 BOX 848480 PEMBROKE PINES FL Zip . . . 330840480 Email . PROPERTY OWNER Name FIRST TEAM FORD, LTD Address 110 SE 6TH ST FORT LAUDERDALE FL Zip . . . : 33301 Email . . F3=Exit F12=Cancel Contractor nbr . . Occ lic nbr . . : 02 19464 Phone 1 . . . . : 954 438-3263 Phone 2 . . . . . Phone 3 . . . . . Phone 4 . . . . . Phone 1 . . . . . Phone 2 . . . . . Phone 3 . . . . . Phone 4 . . . . . More... t BP100I01 CITY OF SANFORD 1/17/06 Land Master File Inquiry 14:07:13 Parcel Number 32.19.30.300-007A-0000 MASTER Location ID nbr 174645 Street address 1000 RINEHART RD SANFORD Current owner . . . FIRST TEAM FORD, LTD COURTESY HONDA 110 SE 6TH ST FORT LAUDERDALE Plat/Book/Page Zoning . . . . . . . PD PUD Variance . . . . . . Fire zone . . . . . . Press Enter to continue. F3=Exit F4=Appl inq F8=Misc info F13=Disp sections F15=Valuations FL 32771 FL 33301 F10=Legal desc Person/Company C Phone More... F12=Cancel F17=User defined CITY OF SANFORD PERAUT APPLICATION t53 Permit No.: V ' ICJ Date: 2 Job Address: l OV o _ ' i LOB 1-F14 2T Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description,of Work: Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service Temporary Pole _New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential [Commercial _ Industrial Total Sq Ftg: Value of Work: $ 3.50% Ty?e of Construction: Flood Zone: Number of. Stories: Number of Dwelling Units: Parcel No.: (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: AVTO 4T/ OpJ 1Ln1 Cl . 6 :5 , h ST. FT iJkuo . 1 r-- Contractor/Address/Phone: ,ar Si-auatTy in wit sItl et awi). ekxnf-Legee-Y gL- 4a) -644- 2517o State License Number: cv0*-i Contact Person: Off} y 121 i~•F I N Phone & Fax Number:/44 - 44 4 - 8190 Title Holder (If other than Owner): -- Address: Bonding Company: Address: — Mortgage Lender: Address: Architect/Engineer Phone No.: Address: Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has hmmenced prior to the issuance of a permit'and that all work will be performed to meet standards of all laws regulating construction to 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 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 regords 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 ements of F da Lien Law, FS 713. 3 Signature of Owner/Agent Date Agnature of Contra gent Da e JI L LUTES Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or - Notd fl9hdflorida,,,:::f> ' Date commission N CC 863843 Expires Sep. 30, 2003 Bonded Thru Atlantic Bonding Co„ Ino, Contractor/Agent is ersonally Known to M or Produced ID APPLICATION APPROVED BY: &' , 6 Ca=. T-f- Date: 2 A4Dj Special Conditions: 11 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5%677 DATE: I PERMIT #: L/ BUSINESS NAME / PROJECT: e- ADDRESS: -00 6ZOA4 to - S AX N(g07 / cx/ cl- 7r.off• PHONE NO.: CONST. INSP. I ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEWF. A. [ ] F.S. [ HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT PERMIT ] TANK PERMIT [ ] OTHER K TOTAL FEES: S O (PER UNIT SEE BELOW) Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit 1. 2. 3. 4. 6. 7. 8. 9. 10. IL 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 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. Sanford Fire Preventiort,6ivision nt's Signature SANFORD FIRE DEPARTMENT. FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, FI.32772 407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet AO Date: January 26, 2002 Rusin ss AdcJress: 11110 Ri hart Roa %"' Oce. Ch. 28Industrial Business Name: Courtesy Honda Dealership Ph. ( ) Ph. (407) 877-5557 FAX (407)656-8026 Reviewed [ ] R viewed with comm1110 ent Rejected 11 Reviewed by: Timothy Robles, Fire Protection Inspector Comment: nstillation o 372 heacls, th1 e-.e (3ypes of design area. 1.1 Application — Per N.F.P.A. #13-1990 ed, Design area #1 ordinary hazard group #1 . 15/1517.50 sq ft. 1.2 Design area #2 — Ordinary Hazard Group 111> .20/1500 sq ft 1.3 Design area 43- Ordinary Hazard Group 1> .15/1211.34 sq. ft Tamper switches required on all outside and inside fire sprinkler valves, including outside Backflow Prevention valves. Fire sprinkler heads > 18 central BVQR %2" 200 dg Fire sprinkler heads >82 .................... 155 dg Fire sprinkler heads > 254..................... 200 dg (quick response) L SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, FI.32772 407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Fire Sprinkler Heads> 12 Central BVQR SSP WHITE 200dg Fire Sprinkler Heads> 6 Central BV SSU Brass 1/2 " 200 dg Two (2) hour hydro and spacing test required. Please have installer available at time of final inspection 2 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, FI.32772 407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 u Plans Review Sheet Date: January 29, 2002 Business Address: 1000 Rinehart Road Occ. Ch. 281ndustrial Business Name: Courtesy Honda Dealership Ph. () Contractor: Southern Atlantic Electrical Company Ph. (407) 739-9044 FAX (407)898-8414 Reviewed [ ]Reviewed with Comment [X ]j Rejected [1 Reviewed by: Timothy Robles, Fire Protection Inspector Comment: Instillation of fire alarm for Industrial Occupancy. 1.1 Application — require monitoring of all water flow switches on fire sprinkler system 1.2 Design area> 75 D.B.S. of sound required throughout structure 1.3 Design area > Knox Box required per N.F.P.A. #1 (See application. Mount 7' high out side of structure near the closest door to the "Fire Alarm Panel') 1.4 Label interior door to housing fire alarm panel with a sign reading "Fire Alarm Control Panel Inside " Tamper switches required on all outside and inside fire sprinkler valves, including outside Qackflow Prevention valves. Final fire inspection required, Please call when low voltage wire is run to appliances HOdgEN CONSTRUCTION & DEVE[OPMENT GROUP, INC. 8600 PINES Blvd., PEMbRokE PINES, FL 33024 954-438-3263 March 12, 2002 City of Sanfo tt o = ott RE: Courtesy Honda Bob, Enclosed are the density testing results to date. I will keep you copied on all of the reports as they come in. At the end of the project, this will be followed up with the engineers final letter certifying the project based on their results. If there is anything else that you may need, please do not hesitate to call me at 954868-1515. Thank You, John B. Da Grosa, Jr. UNIVERSAL ENGINEERING SCIENCES consultants in: Geotechnical Engineering - Threshold Environmental Sciences - Construction Materials Testing Project No.: 11997-001-01 Date Typed: February 19. 2002 Field and Laboratory Report Cover Page Client: Hodgen Construction & Development Group, Inc. Attn, Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Project: Courtesy Honda, Rinehart Road, Lake Mary, Florida As requested, a representative of Universal Engineering Sciences, Inc. (LIES) was at the referenced project to provide construction materials testing services. Scope of Work Report No. Type of Report 212416. 212418 In -Place Density Tests 212421. 212424. 212436 In -Place Density Tests 212436.2 In -Place Density Tests Retested on 1-30-02 212437. 212438. 212442 In -Place Density Tests 212444 Site Inspection 212447 Percent Passing No. 200 Sieve The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. cc: Client (2) Reviewed Univecs4 49;010 l,,rrk C!IsraelrP.E. Attachments (11) President bap Professional Engineer No. 47070 Inc. G 3532 Maggie Blvd. - Orlando, FI 32811 - (407) 423-0504 - Fax (407) 423-3106 UNIVERSAL ENGINEERING SCIENCES PROCTOR TEST RESULTS CLIENT PROJECT NAMEILOCATION t lembroke odgen Construction & Development Group, Inc Am: Mr John Dagrosa 600 Pines Boulevard Pines. Florida 33024 Courtesy Honda. Rinehart Road, Lake Mary. Florida PROJECT NO.: 11997-001-01 Sample luilding Location: Pad Native Sample Description: Light Gray Sand 125 120 115 O 11Q W o i 0 105 0. I y 100 0: 95 85 5 DESCRIPTION OF PROCTOR TESTS Test Method (1) Standard (2) Modified (3) Modified I ( 1.2 or 3) ASTM D698 ASTM D1557 ASTM D1557 AASHTO T.99) AASHTO T. 180 AASHTO T. 180 Inch Mole 6 Inch Mold Vol. of Cylinder Iw.R.) 1130 1130 1113 333 I ! Hammer weight (lbs) 5.112 10 10 Hammer Drop (or.) 12 18 18 Hammer Blows Per 25 25 56 Laver I I I I I ! Number of Lavers 3 5 5 I I ! I Compaction Energy 12 375 56 259 56 259 t".• Ibs Der cu It ; I ! ! SUMMARY OF TEST RESULTS II I I I Lab No. N-391 Date Tested 1-23-02 CURVES CF IC0% SATURATICN Test Method 2 FOR SPEctnc GRAVITY EOUA - C: Maximum Dry 100.8 I I I I Density cf) 2. 65 l i I I! 2.70 Optimum 13.5 I I I I 2.75 Moisture Content (%) Wash 200 (%) 1.8 III I ! I I 15 20 25 30 35 CONTENT - PERCENT OF DRY WEIGHT I 1 I i j I i I I I I I I I I I I I I I II I I I ! I I I I t I I I II I I 10 MOISTURE bap WO# 96107 Date: February 19. 2002 Report No.: 212416.1 I UNIVERSAL ENGINEERING SCIENCES PROCTOR TEST RESULTS CLIENT PROJECT NAME/LOCATION Hodgen Construction & Development Group, Inc. AIM Mr John Dagrosa 8600 Pines Boulevard Pembroke Pines. Florida 33024 Courtesy Honda. Rinehart Road, Lake Mary. Florida PROJECT NO.: 11997-001-01 Sample Location: Parking Area Fill Sample Description: Orange Sand with Silt 120 p c o z a 105 x 100 Z a: 95 00 85 5 DESCRIPTION OF PROCTOR TESTS Test Method (1) Stancara t2) htoorteo :3) Modified 1 0 2 or 3) ASTM D698 ASTM D1SS7 ASTM D1557 I X (AASHTO T-991 AASHTO T-180 4ASHTO T.ISO 4 InO Mold 6 Inch Mold I Vol. of C hnoer (cu.fl.) 1;30 1130 1/13 333 I Hammer Weight lbs. 5.U2 10 10 Hammer Drop in 12 18 18 Hammer Blows Per 25 25 56 Layer Number of Lavers 1 3 5 1 5 I I Compaction Energy 12 375 56 259 56.259 ft.-lbs. oer cu tt ) I I SUMMARY OF TEST RESULTS I I I V Lab No. N494 Date Tested 2-11-02 Ct:R',tS 0r IOO7. SATURAiICN Test Method 2 FOR SPECIFIC GRAVITY l i E:UAL TO* Maximum Dry 109.9 enspcfl 2. 65 2. 70 Optimum 12.0 2. 75 Moisture Content %) Wash 200 %) 10.1 I I I III 44 15 20 25 30 35 CONTENT — PERCENT OF DRY WEIGHT I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I i l I I I I 10 MOISTURE bap WO# 97572 Date: February 19. 2002 Report No.: 212418.1 91 UNIVERSAL Project Report No.:: 212424 01-°' ENGINEERING SCIENCES Date: February 19, 2002 Co wAw is h Ceotedw" • Fr"witnolal nsSciences Cotruction Materials T41111" = lnapedions 3532 Maggie Blvd. • Ortando. FL 32811 9 (407) 423-0504 • FAX (407) 423-3105 REPORT ON IN - PLACE DENSITY TESTS Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines. Florida 33024 Project: Courtesy Honda, Rinehart Road, Lake Mary, Florida Area Tested: Building Pad - Fill Reference Datum: 0 = Top of Fill Type of Test - Field: ASTM D-2937 Drive Cylinder Method Date Tested: January 23, 2002 Laboratory: ASTM D-1557 Modified Proctor Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST LOCATION 7LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction c c 1 Southeast Corner. 1 +2 Feet 100.8 13.5 103.0 8.5 102 2 Center, 1+2 Feet 100.8 13.5 101.0 8.8 101 3 Northeast Corner. 1+2 Feet 100.8 13.5 100.2 9.0 99 4 Southeast Corner, 1+2 Feet 100.8 13.5 100.4 9.2 100 5 Northwest Corner. 1+2 Feet 100.8 13.5 101.0 9.4 100 Technician: G.D. bap WO# 96220 i UNIVERSALReport No.Project :: 212436. 1-01 ENGINEERING SCIENCES Date: February 19, 2002 Coraufterds kL Ceotsdinical 9 m 9* • Environmental Sciences- Conat uftn W oviala fZW - Th Inspections 3532 Maggie Blvd. • Orlando. FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON IN - PLACE DENSITY TESTS Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Project: Courtesy Honda, Rinehart Road, Lake Mary, Florida Area Tested: Building Pad - Fill Reference Datum: 0 = Top of Fill Type of Test - Field: ASTM D-2937 Drive Cylinder Method Date Tested: January 29, 2002 Laboratory: ASTM D-1557 Modified Proctor Remarks: ' The tests below do not meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction c c i Northwest Corner 1 0+1 Foot 100.8 13.5 99.5 8.4 99 2 1 +2 Feet 100.8 13.5 97.5 9.4 97 3 2+3 Feet 100.8 13.5 96.8 9.2 96 Southwest Corner 4 0+1 Foot 100.8 13.5 98.8 8.4 99 5 1 +2 Feet 100.8 13.5 98.8 8.8 99 6 2+3 Feet 100.8 13.5 99.4 9.0 99 Southeast Corner 7 0+1 Foot 100.8 13.5 97.7 8.2 97 8 1 +2 Feet 100.8 13.5 98.6 8.6 98 9 2+3 Feet 100.8 13.5 99.2 8.8 99 Northeast Corner 10 0+1 Foot 100.8 13.5 96.5 8.6 96 11 1 +2 Feet 100.8 13.5 98.0 8.8 98 12 2+3 Feet 100.8 13.5 98.4 8.8 98 Page 1 of 2 ProjectUNIVERSALReport No.:: 212438 101-0 ENGINEERING SCIENCES Date: February 19, 2002 Coraulla t In: Geotadmical r • Environmental Sdencea - Conebuction Mdwi* To$" -1 Inpedions 3532 Maggie Blvd. * Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON IN -PLACE DENSITY TESTS Client: Hodgen Construction & Development Group. Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Project: Courtesy Honda. Rinehart Road, Lake Mary, Florida Area Tested: Lube Pad - Fill Reference Datum: 0 = Top of Native Type of Test - Field: ASTM D-2937 Drive Cylinder Method Date Tested: February 13, 2002 Laboratory: ASTM D-1557 Modified Proctor Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction C C Southeast Corner 1 0+1 Foot 109.9 12.0 109.0 8.6 99 2 1 +2 Feet 109.9 12.0 109.3 8.4 99 3 2+3 Feet 109.9 12.0 109.9 8.0 100 Southwest Corner 4 0+1 Foot 109.9 12.0 108.9 9.2 99 5 1 +2 Feet 109.9 12.0 108.9 9.0 99 6 2+3 Feet 109.9 12.0 109.0 8.8 99 Northeast Corner 7 0+1 Foot 109.9 12.0 108.8 8.8 99 8 1 +2 Feet 109.9 12.0 108.9 8.6 99 9 2+3 Feet 109.9 12.0 108.9 8.6 99 Northwest Corner 10 0+1 Foot 109.9 12.0 108.2 8.6 99 11 1 +2 Feet 109.9 12.0 108.0 9.0 98 12 2+3 Feet 109.9 12.0 108.3 8.8 99 Page 1 of 2 Project No.: 11997-001-01 Report No.: 212437.1 Date: February 19, 2002 TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction c c Center 13 0+1 Foot 109.9 12.0 108.0 9.0 98 14 1 +2 Feet 109.9 12.0 108.4 8.8 99 15 2+3 Feet 109.9 12.0 108.3 8.8 99 Technician: G.D. bap WO# 98120 Page 2 of 2 Prt No1243z'-°'UNIVERSALRo2sENGINEERINGSCIENCES Date: February 19.'2002 Cons Awft 1n, Geoteo v*d ErWir0rdrofflial Sciences Final Date Revised: February 19, 2002 Con*uction Materiels TZI•SZZInspecticns 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 9 FAX (407) 423-3106 REPORT ON IN -PLACE DENSITY TESTS Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines. Florida 33024 Project: Courtesy Honda, Rinehart Road. Lake Mary. Florida Area Tested: Building Pad - Fill Reference Datum: 0 = Top of Fill Type of Test - Field: ASTM D-2937 Drive Cylinder Method Date Tested: January 29, 2002 Laboratory: ASTM D-1557 Modified Proctor Date Retested: (A) January 30, 2002 Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST LOCATION 7 LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction c c Northwest Corner 1 0- 1 Foot 100.8 13.5 99.5 8.4 99 2A 1+ 2 Feet 100.8 13.5 99.0 9.0 98 3A 2+ 3 Feet 100.8 13.5 99.7 9.2 99 Southwest Corner 4 0+ 1 Foot 100.8 13.5 98.8 8.4 99 5 1 + 2 Feet 100.8 13.5 98.8 8.8 99 6 2+ 3 Feet 100.8 13.5 99.4 9.0 99 Southeast Corner 7A 0+ 1 Foot 100.8 13.5 100.4 8.8 100 8 1 + 2 Feet 100.8 13.5 98.6 8.6 98 9 2+ 3 Feet 100.8 13.5 99.2 8.8 99 Northeast Corner 10A 0+ 1 Foot 100.8 13.5 100.5 9.2 100 11 1 + 2 Feet 100.8 13.5 98.0 8.8 98 12 2+ 3 Feet 100.8 13.5 98.4 8.8 98 Page 1 of 2 Project No.: 11997-001-01 Report No.: 212438.1 Date: February 19, 2002 TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction C C Center 13 0+1 Foot 109.9 12.0 108.8 8.6 99 14 1+2 Feet 109.9 12.0 108.8 8.4 99 15 2+3 Feet 109.9 12.0 109.6 8.0 100 Technician: G.D. bap WO# 98342 Page 2 of 2 Project No.: 11997-001-01 Report No.: 212436.2 Date: February 19, 2002 Final Date Revised. February 19, 2002 TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction G c Center 13 0+1 Foot 100.8 13.5 98.1 8.2 98 14 1 +2 Feet 100.8 13.5 99.0 8.6 99 15 2+3 Feet 100.8 13.5 99.8 8.6 100 Technician: G.D. bap WO# 96992 Page 2 of 2 UNIVERSAL ENGINEERING SCIENCES Project No.: 11997-001-01 Report No.: 212441.1 Date: February 19. 2002 Consult" In: Geotednical • Envirortmenta! Sciences - Co mMiction MatedWs Testing Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON IN -PLACE DENSITY TESTS Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines. Florida 33024 Project: Courtesy Honda, Rinehart Road. Lake Mary, Florida Area Tested: Exterior Column Pads - Fill Reference Datum: 0 = Bottom of Foundation Footing Type of Test - Field: ASTM D-2937 Drive Cylinder Method Date Tested: February 13, 2002 Laboratory: ASTM D-1557 Modified Proctor Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction c c 1 Pad A-21. 0-1 Foot 100.8 13.5 99.5 8.4 99 2 Pad A-16. 0-1 Foot 100.8 13.5 98.8 8.4 99 3 Pad A-7. 0-1 Foot 100.8 13.5 98.8 8.8 99 4 Pad E-11. 0-1 Foot 100.8 13.5 98.6 8.6 98 5 Pad E-19. 0-1 Foot 100.8 13.5 99.2 8.8 99 6 Pad D-25. 0-1 Foot 100.8 13.5 99.3 9.0 99 Technician: G.D. bap WO# 98342 UNIVERSAL Project No. 11997-001-01 ENGINEERING SCIENCES Report No. 212444.1 Consub is h Geotednical rgir eW • En4mv- ental SdW= • Date: February 19, 2002 CAnstrudion MaWrkds TestirpE Irmpectiions 3532 Maggie Blvd. * Orlando. FL 32811 • (407) 423-0504 * FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines. Florida 33024 Project: Courtesy Honda, Rinehart Road, Lake Mary. Florida Scope of Field Work: Construction Materials Testing Date Inspected: January 21. 2002 Inspected By: G.D. Total Time on Project: 1 hour OBSERVATIONS: Inspecting: N/S Travel Time: 1/2 hour Testing: N/S On January 21, 2002. a representative of Universal Engineering Sciences (LIES) was present at the above project site as requested to observe proof rolling. After rolling was completed the LIES representative found that the south end to 50 feet north of that area was still soft and advised operator where the soft spots were. bap WO# 96107 UNIVERSAL ENGINEERING SCIENCES Project No.: 11997-001-01 Report No.: 2124471 Date: February 19. 2002 C insukanb In: Geotedwaal ErgNwwM • Emmmotal Scwwn - C4n*uction Materials Testing • ThredwW Ingwcdww 3532 Maggle Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON PERCENT PASSING NO. 200 SIEVE Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Project: ' Courtesy Honda, Rinehart Road, Lake Mary. Florida Date Tested: February 4. 2002 Tested By: L. Bass Date Sampled: February 1. 2002 Sampled By: G.D. TEST RESULTS Sample No. Location Soil Description Percent Passing 1 Stockpile Gray to brown sand 1.7 bap WO# 97567 UNIVERSAL ENGINEERING SCIENCES Project No.: 11997-001-01 Report No.: 212437.1 Date: February 19, 2002 C4nsukwft In: GeotechNcel ne ing • Emrironmental Sciences - cwav wan Materials Tastinp Thi'old Maps tin 3532 Maggie Blvd. • Orlando. FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON IN -PLACE DENSITY TESTS Client: Hodgen Construction & Development Group, Inc. Attn. Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines. Florida 33024 Project: Courtesy Honda, Rinehart Road. Lake Mary, Florida Area Tested: Drive Through Pad - Fill Reference Datum: 0 = Top of Native Type of Test - Field: ASTM D-2937 Drive Cylinder Method Date Tested: February 11. 2002 Laboratory: ASTM D-1557 Modified Proctor Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST LOCATION7 F- LABORATORY RESULTSFIELDTEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction c pc Southeast Corner 1 0+ 1 Foot 109.9 12.0 108.4 8.8 99 2 1 + 2 Feet 109.9 12.0 109.0 8.4 99 3 2+ 3 Feet 109.9 12.0 108.8 9.2 99 Southwest Corner 4 0+ 1 Foot 109.9 12.0 109.0 8.6 99 5 1 + 2 Feet 109.9 12.0 109.2 8.6 99 6 2+ 3 Feet 109.9 12.0 109.3 8.4 99 Northeast Corner 7 0+ 1 Foot 109.9 12.0 109.1 9.0 99 8 1 + 2 Feet 109.9 12.0 109.3 8.6 100 9 2+ 3 Feet 109.9 12.0 109.0 8.8 99 Northwest Corner 10 0+ 1 Foot 109.9 12.0 108.5 8.6 99 11 1 + 2 Feet 109.9 12.0 108.8 8.4 99 12 2+ 3 Feet 109.9 12.0 108.8 8.6 99 Page 1 of 2 Project No.: 11997-001-01 Report No.: 212436.1 Date: February 19, 2002 TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction c c Center 13 0+1 Foot 100.8 13.5 98.1 8.2 98 14 1 +2 Feet 100.8 13.5 99.0 8.6 99 15 2+3 Feet 100.8 13.5 99.8 8.6 100 Technician: G.D. bap WO# 96992 Page 2 of 2 Y UNIVERSAL Project No.: 11993-001-01 ENGINEERING SCIENCES Date Typed: Februan; '19, 2002 Consultants in: Geotechmcal Engmeenng - Threshold Date Revised: February 28, 2002EnvironmentalSciences • Construction Matenals Testing rY Field and Laboratory Report Cover Page Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Project: Courtesy Honda, Rinehart Road, Lake Mary, Florida As requested, a representative of Universal Engineering Sciences, Inc. (LIES) was at the referenced project to provide construction materials testing services. Scope of Work Report No. Type of Report Revised on 2-28-02 212416.2. 212418.2 Moisture Density Curve Proctor 212421.2, 212424.2, 212436.3. 212436.3 In -Place Density Tests 212437.2, 212438.2. 212441.2 In -Place Density Tests 212444.2 Site Inspection 212447.2 Percent Passing No. 200 Sieve The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. cc: Client (2) Attachments (11) bap Ices, Inc. Professional Engineer No. 47070 3532 Maggie Blvd. • Orlando, FI 32811 - (407) 423-0504 - Fax (407) 423-3106 UNIVERSAL PROCTOR TEST RESULTS ENGINEERING SCIENCES CLIENT PROJECT NAME/LOCATION Hodgen Construction & Development Group, Inc. Courtesy Honda, Rinehart Road, Lake Mary, Florida Attn: Mr John Dagrosa 8600 Pines Boulevard Pembroke Pines. Florida 33024 PROJECT NO.: 11993-001-01 Sample Location: Sample Description: Building Pad Native Light Gray Sand DESCRIPTION OF PROCTOR TESTS 12' I I I I Test Method (1) Standard (2) Modified (3) Modified 1.2 or 3) ASTM D698 ASTM D1557 ASTM D1557 I (AASHTO T•99) AASHTO T• 180 AASHTO T• 180 4 Inch Mold 6 Inch Mold 120 Vol. of Cylinder cu.tt.) 1/30 1/30 1/13.333 Hammer Weight lbs.) 5-1/2 10 10 Hammer Oro (in) 12 18 18 Hammer Blows Per 25 25 56 115 I Layer I Number of Layers 3 5 5 o I , Compaction Energy 12 375 56 259 56.259 I(ft.•lbs. oercu. ft.) Co 110 I I I I SUMMARY OF u I I TEST RESULTS CrWQ. Lab No. N-391 z I ( Date Tested 1-23-02 105 a I I I I CURVES OF 100% SATURATION Test Method 2 FOR SPECIFIC GRAVITY EouAL To: Maximum Dry I 100.8 I I I I I I I Densi (pcf) 3 2.65IIIIII 100 2.70 Optimum 13.5 Ili III z I I 2.75 Moisture I I Content %) o: I Wash 200 (%) 1.8 95 90 I 85 5 10 15 20 25 30 35 MOISTURE CONTENT — PERCENT OF DRY WEIGHT bap WO# 96107 Date: February 19. 2002 Report No.: 212416.2 Revised Date: February 28, 2002 UNIVERSAL ENGINEERING SCIENCES PROCTOR TEST RESULTS CLIENT PROJECT NAME/LOCATION Hodgen Construction & Development Group, Inc. Attn. Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Courtesy Honda. Rinehart Road, Lake Mary. Florida PROJECT NO.: 11993-001-01 Sample Location: Parking Area Fill Sample Description: Orange Sand with Silt i20 0 m y 0. z 0 1C= I I I 3 CO Z o: S5 O B5 5 DESCRIPTION OF PROCTOR TESTS Test Method (1) Standard (2) Modified (3) Modified 1.2 or 3) ASTM 0698 ASTM D1557 ASTM D1557 AASHTO T-99) AASHTO T-180 AASHTO T-180 a Inch Mold 6 Inch Mold Vol. ofCylinder cu.ft. 1130 1/30 1/13.333 Hammer Weight (lbs.) 5-1/2 10 10 Hammer Drop (in.) 12 18 18 Hammer Blows Per 25 25 56 I Layer I Number of Layers 3 5 5 1 I Compaction Energy 12.375 56.259 56.259 ft.-Ibs. per cu. ft.) I SUMMARY OF TEST RESULTS Lab No. N494 I Date Tested 2-11-02 I I I CURVES OF ICOX SATURATION Test Method 2 I I I FOR SPECIFIC GRAb1TY I I I EQUAL TO: Maximum Dry 109.9 I I I I Density (ct) I I I I I I 2.65 I I I I 2.7o Optimum 12.0 I 2•i5 Moisture Content (%) I Wash 200 (%) 10.1 I I I 20 25 30 35 PERCENT OF DRY WEIGHT I 1 I I I I I I1 I I I I I I! I I 1 I I I 1 1 11 1 1 I I I! I I II I I I I I I I 1 I I I I I I 1 1 1 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 II III I 10 MOISTURE 15 CONTENT bap WO# 97572 Date: February 19. 2002 Revised Date: February 28, 2002 Report No.: 212418.2 Project No.: UNIVERSAL Report No.: 21242°2'-01 93 ENGINEERING SCIENCES Date: February 19, 2002 Consultants In: GwIlechnical Engineering • Environmental Sciences • Revised Date: February 28, 2002 Construction Matmials Testing - Threshold Inspections 3532 Maggie Blvd. * Orlando, FL 32811 • (407) 423-0504 * FAX (407) 423-3106 REPORT ON IN -PLACE DENSITY TESTS Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Project: Courtesy Honda, Rinehart Road, Lake Mary, Florida Area Tested: Building Pad - Native Reference Datum: 0 = Top of Native Type of Test - Field: ASTM D-2937 Drive Cylinder Method Date Tested: January 21, 2002 Laboratory: ASTM D-1557 Modified Proctor Remarks: 'The test below does not meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. Note: Client notified on 1-30-02. TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction Pcf) cf) 1 Southeast Corner. 0+1 Foot 100.8 13.5 99.6 4.8 99 2 Southwest Corner. 0+1 Foot 100.8 13.5 102.0 5.0 101. 3 Center, 0+1 Foot 100.8 13.5 95.6 4.6 195 4 Northwest Corner, 0+1 Foot 100.8 13.5 101.5 5.0 101 5 Northeast Corner, 0+1 Foot 100.8 13.5 103.0 5.2 102 Note: Item revised in bold and italic. Technician: G.D. bap WO# 96107 UNIVERSAL Project No.: 11-01 2 ReportNo.: 12424.2424.2 93ENGINEERINGSCIENCESDate: February 19, 2002 WmItanls In: Geotedmical Engineering - Environmental Sciences - Revised Date: February 28, 2002 Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando. FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON IN - PLACE DENSITY TESTS Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Project: Courtesy Honda, Rinehart Road, Lake Mary, Florida Area Tested: Building Pad - Fill Reference Datum: 0 = Top of Fill Type of Test - Field: ASTM D-2937 Drive Cylinder Method Date Tested: January 23, 2002 Laboratory: ASTM D-1557 Modified Proctor Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction PC f) cf) 1 Southeast Corner, 1+2 Feet 100.8 13.5 103.0 8.5 102 2 Center, 1 +2 Feet 100.8 13.5 101.0 8.8 101. 3 Northeast Corner. 1 +2 Feet 100.8 13.5 100.2 9.0 99 4 Southeast Corner, 1+2 Feet 100.8 13.5 100.4 9.2 100 5 Northwest Corner. 1+2 Feet 100.8 13.5 101.0 9.4 100 Note: Item revised in bold and italic. Technician: G.D. bap WO# 96220 UNIVERSAL Project No.: 212436.3 13-0. 3 EDReportNo.: 12436.3 ENGINEERING SCIENCES Date: February 19, 2002 Consultants In: t3eotechnical Engineering • Environmental SciencesFinal Date Revised: February 28, 2002 Con* ucdon Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando. FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON IN - PLACE DENSITY TESTS Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Project: Courtesy Honda, Rinehart Road, Lake Mary, Florida Area Tested: Building Pad - Fill Reference Datum: 0 = Top of Fill Type of Test - Field: ASTM 0-2937 Drive Cylinder Method Date Tested: January 29, 2002 Laboratory: ASTM D-1557 Modified Proctor Date Retested: (A) January 30, 2002 Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction pcf) if) Northwest Corner 1 0+1 Foot 100.8 13.5 99.5 8.4 99 2A 1+2 Feet 100.8 13.5 99.0 9.0 98 3A 2+3 Feet 100.8 13.5 99.7 9.2 99 Southwest Corner 4 0+1 Foot 100.8 13.5 98.8 8.4 99 5 1 +2 Feet 100.8 13.5 98.8 8.8 99 6 2+3 Feet 100.8 13.5 99.4 9.0 99 Southeast Corner 7A 0+1 Foot 100.8 13.5 100.4 8.8 100 8 1 +2 Feet 100.8 13.5 98.6 8.6 98 9 2+3 Feet 100.8 13.5 99.2 8.8 99 Northeast Corner 10A 0+1 Foot 100.8 13.5 100.5 9.2 100 11 1 +2 Feet 100.8 13.5 98.0 8.8 98 12 2+3 Feet 100.8 13.5 98.4 8.8 98 Pagel of 2 Project No.: 11993-001-01 Report No.: 212436.3 Date: February 19, 2002 Final Date Revised: February 28, 2002 TEST LOCATION 7 LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction c c Center 13 0+1 Foot 100.8 13.5 98.1 8.2 98 14 1+2 Feet 100.8 13.5 99.0 8.6 99 15 2+3 Feet 100.8 13.5 99.8 8.6 100 Note: Items revised in bold and italic. Technician: G.D. bap WO# 96992 Page 2 of 2 UNIVERSAL Project No.: 212437.2 13-0 Report No.: 12437.2.2a] ENGINEERING SCIENCES Date: February 19, 2002 Consultants In. Geotechnical Engineering - Environmental Sdences • Revised Date: February 28, 2002 Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON IN - PLACE DENSITY TESTS Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Project: Courtesy Honda, Rinehart Road, Lake Mary, Florida Area Tested: Drive Through Pad - Fill Reference Datum: 0 = Top of Native Type of Test - Field: ASTM 0-2937 Drive Cylinder Method Date Tested: February 11, 2002 Laboratory: ASTM D-1557 Modified Proctor Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction Pcf) cf) Southeast Corner 1 0+1 Foot 109.9 12.0 108.4 8.8 99 2 1 +2 Feet 109.9 12.0 109.0 8.4 99 3 2+3 Feet 109.9 12.0 108.8 9.2 99 Southwest Corner 4 0+1 Foot 109.9 12.0 109.0 8.6 99 5 1 +2 Feet 109.9 12.0 109.2 8.6 99 6 2+3 Feet 109.9 12.0 109.3 8.4 99 Northeast Corner 7 0+1 Foot 109.9 12.0 109.1 9.0 99 8 1 +2 Feet 109.9 12.0 109.3 8.6 100 9 2+3 Feet 109.9 12.0 109.0 8.8 99 Northwest Corner 10 0+1 Foot 109.9 12.0 108.5 8.6 99 11 1+2 Feet 109.9 12.0 108.8 8.4 99 12 2+3 Feet 109.9 12.0 108.8 8.6 99 Page 1 of 2 Project No.: 11993-001-01 Report No.: 212437.2 Date: February 19, 2002 Revised Date: February 28, 2002 TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction. C C Center 13 0+1 Foot 109.9 12.0 108.0 9.0 98 14 1 +2 Feet 109.9 12.0 108.4 8.8 99 15 2+3 Feet 109.9 12.0 108.3 8.8 99 Note: Item revised in bold and italic. Technician: G.D. bap WO# 98120 Page 2 of 2 UNIVERSAL Project No.: 11993-001-01 2ReportNo.: 212438.2 ENGINEERING SCIENCES Date: February 19, 2002 Consultants In: Geotechnical Engineering Environmental Sciences • Revised Date: February 28, 2002ng ' Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando. FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON IN -PLACE DENSITY TESTS Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Project: Courtesy Honda, Rinehart Road, Lake Mary, Florida Area Tested: Lube Pad - Fill Reference Datum: 0 = Top of Native Type of Test - Field: ASTM D-2937 Drive Cylinder Method Date Tested: February 13, 2002 Laboratory: ASTM D-1557 Modified Proctor Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction pcf) Southeast Corner 1 0+1 Foot 109.9 12.0 109.0 8.6 99 2 1 +2 Feet 109.9 12.0 109.3 8.4 99 3 2+3 Feet 109.9 12.0 109.9 8.0 100 Southwest Corner 4 0+1 Foot 109.9 12.0 108.9 9.2 99 5 1 +2 Feet 109.9 12.0 108.9 9.0 99 6 2+3 Feet 109.9 12.0 109.0 8.8 99 Northeast Corner 7 0+1 Foot 109.9 12.0 108.8 8.8 99 8 1 +2 Feet 109.9 12.0 108.9 8.6 99 9 2+3 Feet 109.9 12.0 108.9 8.6 99 Northwest Corner 10 0+1 Foot 109.9 12.0 108.2 8.6 99 11 1+2 Feet 109.9 12.0 108.0 9.0 98 12 2+3 Feet 109.9 12.0 108.3 8.8 99 Page 1 of 2 Project No.: 11993-001-01 Report No.: 212438.2 Date: February 19, 2002 Revised Date: February 28, 2002 TEST LOCATION T LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction c c Center 13 0+1 Foot 109.9 12.0 108.8 8.6 99 14 1 +2 Feet 109.9 12.0 108.8 8.4 99 15 2+3 Feet 109.9 12.0 109.6 8.0 100 Note: Item revised in bold and italic. Technician: G.D. bap WO# 98342 Page 2 of 2 UNIVERSAL. ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Constnxcdon Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON IN -PLACE DENSITY TESTS Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Project: Courtesy Honda, Rinehart Road, Lake Mary, Florida Area Tested: Exterior Column Pads - Fill Project No.: 11993-001-01 Report No.: 212441.2 Date: February 19, 2002 Revised Date: February 28, 2002 Reference Datum: 0 = Bottom of Foundation Footing Type of Test - Field: ASTM D-2937 Drive Cylinder Method Date Tested: February 13, 2002 Laboratory: ASTM D-1557 Modified Proctor Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST LOCATION LABORATORY RESULTS FIELD TEST RESULTS Test Description Maximum Optimum Dry Field Soil No. of Test Location Density Moisture Density Moisture Compaction pcf) cf) 1 Pad A-21. 0-1 Foot 100.8 13.5 99.5 8.4 99 2 Pad A-16. 0-1 Foot 100.8 13.5 98.8 8.4 99 3 Pad A-7, 0-1 Foot 100.8 13.5 98.8 8.8 99 4 Pad E-11. 0-1 Foot 100.8 13.5 98.6 8.6 98 5 Pad E-19, 0-1 Foot 100.8 13.5 99.2 8.8 99 6 Pad D-25, 0-1 Foot 100.8 13.5 99.3 9.0 99 Note: Item revised in bold and italic. Technician: G.D. bap WO# 98342 UNIVERSAL Project No. 11993-001-01 ENGINEERING SCIENCES Report No. 212444.2 Camllanls In: Geotechnical Engineering - Errvironmental Sciences • Date: February 19. 2002 Consbudion Materials Testing - Threshold Inspedions Revised Date: February 28, 2002 3532 Maggie Blvd. * CMando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Project: Courtesy Honda, Rinehart Road, Lake Mary, Florida Scope of Field Work: Construction Materials Testing Date Inspected: January 21, 2002 Inspected By: G.D. Total Time on Project: 1 hour OBSERVATIONS: Inspecting: N/S Travel Time: 1/2 hour Testing: N/S On January 21, 2002, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to observe proof rolling. After rolling was completed the UES representative found that the south end to 50 feet north of that area was still soft and advised operator where the soft spots were. Note: Items revised in bold and italic. bap WO# 96107 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotedmical Engineering • Environmental Sciences Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 Project No.: 11993-001-01 Report No.: 212447.2 Date: February 19, 2002 Revised Date: February 28, 2002 REPORT ON PERCENT PASSING NO. 200 SIEVE Client: Hodgen Construction & Development Group, Inc. Attn: Mr. John Dagrosa 8600 Pines Boulevard Pembroke Pines, Florida 33024 Project: Courtesy Honda, Rinehart Road, Lake Mary, Florida Date Tested: February 4, 2002 Tested By: L. Bass Date Sampled: February 1, 2002 Sampled By: G.D. TEST RESULTS Sample No. Location Soil Description Percent Passing 1 Stockpile Gray to brown sand 1.7 Note: Item revised in bold and italic. bap WO# 97567 r R HOdgEN CONSTRUCTION & DEVE[OPMENT GROUP, INC. 8600 PINES Blvd., PEMbRokE PINES, FL 33024 954-438-3263 March 12, 2002 RE: Courtesy Honda Bob, Enclosed is the erection plans for the pre -manufactured building. This building will be installed per these plans. We will also have a letter from the engineer certifying the erection. If there is anything else that you may need, please do not hesitate to call me. Thank You, John B. Da Grosa, Jr.