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and ScR2werJ1,h�.
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PARTIAL REFLECTEE
SCALE: 3/16" = V-0"
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY:_jgkk__ DATE: 0 Z ft Z l c
oFF���Goe�
DESIGN/COOPERATIVELLC
IJ 1032 HENDRICKS AVENUE
JACKSONVILLE, FL 32207
TEL / (904) 290-1032
FAX / (904) 592-5892
www.d000p.com
FUAA26001646
CLIENT
Rick Moyer
LOCATION
461 Atlantic Blvd.
Atlantic Beach, FL
CIVIL ENGINEERING
BAKER KLEIN ENGINEERING
904356-8520
STRUCTURAL ENGINEERING
ALEXANDER GRACE
CONSULTING, INC.
904.241.8010
FU59328
M.E.P. ENGINEERING
POWELL & HINKLE
ENGINEERING, PA.
904.2645570
#FUEB-4577
LANDSCAPING
TBD
INTERIOR DESIGN
DESIGN COOPERATIVE LLC
Jackson- Vie
villa F/r6
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GENERAL REFLECTED CEILING PLAN NOTES
1. (E) INDICATES EMERGENCY LIGHTING. PROVIDE APPROPRIATE EMERGENCY PACK AND
INTEGRATED TEST SWITCH ON EMERGENCY (E) FIXTURES.
2. ADDITIONAL LIGHTING MAY BE REQUIRED IN AREAS NOT INDICATED ON THE CEILING PLAN I.E.
MILLWORK DETAILS, SITE PLAN, ETC.). CHECK ALL SHEETS FOR ADDITIONAL LIGHTING
REQUIRED.
3. PROVIDE ELECTRICAL OUTLETS AND/OR JUNCTION BOXES FOR NEW FIXTURES, APPLIANCES, AND
KITCHEN EQUIPMENT.
4. L-5 AND L-15 (TAPE LIGHT) SHALL INCLUDE COORDINATING MOUNTING TRACK. NO PIGTAIL
CONNECTIONS, ALL CONNECTIONS SHALL BE IN-LINE AND ENCASED IN HEAT SHRINK TUBING.
S. FINAL SPRINKLER HEAD LOCATION TO BE COORDINATED BY ARCHITECT WITH SHOP DRAWING
LAYOUT SUBMITTAL.
6. ALL LIGHT FIXTURES ARE ON DIMMERS, U.O.N.. FLUORESCENT 2X4 LIGHT FIXTURES DO NOT
REQUIRE DIMMER SWITCHES.
7. ALL LAMPS TO HAVE A COLOR TEMPERATURE OF 2700 x, U.O.N..
8. CONTRACTOR TO COORDINATE P.O.S., SOUND SYSTEM, AND ANY AN REQUIREMENTS WITH
OWNER AND OWNERS A/V CONSULTANT.
9. GRILLS` COLORS TO MATCH CEILING.
10. LIGHT SWITCHES AND OUTLETS TO MATCH WALL COLOR TONES, PROVIDE DIAGRAM TO
ARCHITECT FOR FINAL APPROVAL PRIOR TO INSTALLATION.
11. ALL SURFACE MOUNTED FIXTURES CENTERED ON T&G DECKING, UNLESS OTHERWISE NOTED.
12. CENTER LIGHTS BETWEEN RAFTERS, UNLESS OTHERWISE NOTED.
13. REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS FOR ALL SUSPENDED LIGHT
FIXTURES.
REFLECTED CEILING PLAN KEY
LIGHT FIXTURE DESIGNATION L-23
MID)
J -BOX Q
WALL MOUNTED LIGHT FIXTURE ®-
RECESSED LIGHT FIXTURE O
SUSPENDED LIGHT FIXTURE - SIZES VARY
CEILING HEIGHT AND TYPE DESIGNATION10'-0"
SUPPLY AIR GRILL
RETURN AIR GRILL
LINEAR AIR DIFFUSER
EXIT LIGHT
EMERGENCY LIGHT
ROLLER SHADE LOCATION
EXHAUST FAN
my GWB
® SA MSA
E]RA ®RA
WALL
MOUNTED
E1 EX
CODED NOTES FOR REFLECTED CEILING PLAN:
ai
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03
0
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O
07
08
09
10
11
LIGHTING FIXTURE LOCATED UNDER COUNTER TOP, REFER TO DETAIL.
CONTRACTOR TO PROVIDE AND INSTALL STAINLESS STEEL PANELS FROM TOP OF COOLE
TO UNDERSIDE OF FINISHED CEILING, MATCH COOLER MATERIAL.
LIGHTING FIXTURE LOCATED IN MILLWORK, REFER TO DETAIL.
CONTRACTOR TO PROVIDE AND INSTALL RECESSED METAL ACCESSORY, REFER TO DETK
CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS FOR OWNER FURNISHED
LIQUOR TREES AND OTHER BAR ACCESSORIES.
EXPOSED SPRINKLER SYSTEM, HEADS AND PIPING ROUTES, TO BE COORDINATED WITH
ARCHITECT PRIOR TO INSTALLATION.
CONTRACTOR TO PROVIDE AND INSTALL BREAK METAL FROM FACE OF STOREFRONT TRIM
TO OUTSIDE FACE OF ADJACENT WALL.
CONTRACTOR TO PROVIDE AND INSTALL WEATHER / VANDAL -PROOF ELECTRICAL OUTLET
FOR FUTURE LIGHTING. COORDINATE WITH OWNER FOR FINAL LOCATION.
CONTRACTOR TO CENTER LIGHT FIXTURE IN STRUCTURAL OPENING, TYPICAL, UNLESS
OTHERWISE NOTED.
CONTRACTOR TO PROVIDE BLOCKING FOR CEILING MOUNTED REBAR FEATURE. REFER TO
INTERIOR ELEVATIONS.
MULTI -HEAD DECORATIVE PENDANT MOUNTED TO SUSPENDED TV STRUCTURE.
ELECTRICAL TO BE CONCEALED WITHIN TUBE STEEL OF STRUCTURE FROM CEILING.
COORDINATE WITH ARCHITECT FOR PENDANT MOUNT HEIGHTS.
I.L.
PARTIAL REFLECTED(
SCALE: 3/16" = V-0"
t►croR: Fire Sprinkler Services
of N.E. Fla.
P.O. Box 23787
Jacksonville, FL 32241-3787
AB13Q R�3ff
461 Ni4co+1'c_I3l vd,-
Af lo\A+4 c. Qeac.Gr--
FIRE SPRINKLER DESIGN PLAN
DESIGN/COOPERATIVELLC
1032 HENDRICKS AVENUE
JACKSONVILLE, FL 32207
TEL / (904) 290-1032
FAX / (904) 592-5892
www.d000p.com
FUAA26001646
CLIENT
Rick Moyer
LOCATION
461 Atlantic Blvd.
Atlantic Beach, FL
CIVIL ENGINEERING
BAKER KLEIN ENGINEERING
904-356-8520
STRUCTURAL ENGINEERING
ALEXANDER GRACE
CONSULTING, INC.
904.241.8010
FU59328
M.E.P. ENGINEERING
POWELL & HINKLE
ENGINEERING, PA.
904.2645570
#FUEB-4577
LANDSCAPING
TBD
INTERIOR DESIGN
DESIGN COOPERATIVE LLC
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aCksanville Fire
Preventfon Div
JAN 072019
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JOB NO, / P. 0. NO.
SCALE CONTRACT NO. DRAWING NO.
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REV.
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FLORIDA ADMINISTRATIVE CODE 6105-32,004 DESIGN QE WATER BASED FIRE
PROTECTION SYSTEMS,
A. POINT OF SERVICE FOR FIRE SPRINKLER SYSTEM IS SHOWN ON THIS DRAWING.
B. ALL DESIGN AND LAYOUT TO BE PER NFPA 13, NEPA 14, NFPA 20, NFPA 24,
NFPA 25, FLORIDA BUILDING CODE AND JACKSONVILLE, FLORIDA FIRE MARSHAL
REQUIREMENTS.
C. OCCUPANCY - JANITORS CLOSETS, STORAGE ROOMS, MECHANICAL ROOMS,
ELECTRICAL ROOMS AND KITCHEN AREAS ARE ORDINARY HAZARD (GROUP 1).
ALL OTHER AREAS ARE LIGHT HAZARD.
D. FIRE PROTECTION SYSTEM DESIGN APPROACH:
1. OUTDOOR COVERED SMOKE HOUSE AREA DESIGN TO BE AS DRY PIPE SYSTEM.
DENSITY TO BE 0.15 GPM PER SQ. FT. OVER HYDRAULICALLY MOST REMOTE
1,950 SQ. FT. WITH 250 GPM ADDED FOR HOSE STREAM. SPRINKLER HEAD
SPACING AND TEMPERATURE RATINGS SHALL BE IN STRICT ACCORDANCE WITH
NFPA 13.
2. OUTDOOR COVERED DINNING AREAS AREAS DESIGN TO BE AS A DRY PIPE
SYSTEM. DENSITY TO BE 0.10 GPM PER SQ. FT. OVER HYDRAULICALLY MOST
REMOTE 1,950 SQ. FT. WITH 100 GPM ADDED FOR HOSE STREAM. SPRINKLER
HEAD SPACING AND TEMPERATURE RATINGS SHALL BE IN STRICT ACCORDANCE
WITH NFPA 13.
3. JANITORS CLOSETS, MECHANICAL ROOMS, ELECTRICAL ROOMS, STORAGE ROOM
AND KITCHEN AREAS DESIGN TO BE AS WET PIPE SYSTEM. DENSITY TO BE 0.15
GPM PER SQ. FT. OVER HYDRAULICALLY MOST REMOTE 1500 SQ. FT. WITH 250
GPM ADDED FOR HOSE STREAM. SPRINKLER HEAD SPACING AND TEMPERATURE
RATINGS SHALL BE IN STRICT ACCORDANCE WITH NFPA 13.
4. OFFICE AND DINNING AREAS DESIGN TO BE AS A WET PIPE SYSTEM. DENSITY TO
BE 0.10 GPM PER SQ. FT. OVER HYDRAULICALLY MOST REMOTE 1,500 SQ. FT.
WITH 100 GPM ADDED FOR HOSE STREAM, SPRINKLER HEAD SPACING AND
TEMPERATURE RATINGS SHALL BE IN STRICT ACCORDANCE WITH NFPA 13.
5. ALL FIRE PROTECTION DISTRIBUTION PIPING SERVING COVERED OUTDOOR DINNING
AND SMOKE HOUSE SHALL BE DRY PIPE SYSTEM TO PREVENT FREEZING.
6. AIR COMPRESSOR, DRY PIPE VALVES AND ALL ASSOCIATED EQUIPMENT FOR THE
OPERATION OF THE DRY PIPE SYSTEM SHALL BE LOCATED WITHIN THE ROOM
INDICATED ON THIS DRAWING.
E. CITY WATER MAIN IS SHOWN ON CIVIL DRAWING.
F. HYDRAULIC CALCULATION TO BE BASED ON THE FOLLOWING WATER SUPPLY
INFORMATION:
UTILITY NAME: CITY OF ATLANTIC BEACH
DATE OF TEST: 3/16/17
FLOW HYDRANT LOCATION: STURDIVANT AVE. & SYLVAN DR.
STATIC/RESIDUAL HYDRANT LOCATION: STURDIVANT AVE. & SYLVAN DR
NUMBER OF PORTS: 2
DIAMETER OF PORTS: 2.5 INCHES
PITOT PRESSURE: XX PSI
STATIC PRESSURE: 51 PSI
RESIDUAL PRESSURE: 45 PSI
FLOW RATE: 1,130 GPM
FLOW RATE AT. 20 PSI: 2,742.9 GPM
G. BUILDING SHALL BE 2 ZONES AND SHALL HAVE CONTROL VALVE WITH
APPROPRIATE FLOW AND TAMPER SWITCHES. BOTH CONTROL VALVES AND FLOW
AND TAMPER SWITCHES SHALL BE LOCATED WITHIN FIRE RISER CLOSET ON THE
FIRST FLOOR. EACH INTERIOR WATER FLOW VALVE TO BE EQUIPPED WITH FLOW
INDICATOR AND TAMPER SWITCH CONNECTED TO BUILDING FIRE ALARM SYSTEM.
H. NOTICE TO PROPERTY OWNER/MANAGER:
THERE IS EVIDENCE OF MICROBIAL INDUCED CORROSION (MIC) FOUND IN THE
FIRE SPRINKLER SYSTEMS THROUGHOUT CLAY, DUVAL AND ST. JOHNS COUNTIES.
TO AID IN REDUCING THE AMOUNT OF CORROSION CAUSED BY MIC AND OTHER
TYPES OF INTERNAL CORROSION, THE FIRE SPRINKLER CONTRACTOR SHALL
ENSURE THAT ALL PIPING IN DRY -PIPE SYSTEMS ARE SLOPED FOR PROPER
DRAINAGE AND WILL USE A 'DRY AIR PAC" COMPRESSED AIR DRYER SYSTEM TO
REDUCE THE AMOUNT OF MOISTURE IN THE DRY -PIPE SYSTEM. IT IS THE
RESPONSIBILITY OF THE PROPERTY OWNER/MANAGER TO PROVIDE THE REQUIRED
MAINTENANCE AND UPKEEP OF THIS FIRE PROTECTION SYSTEM AND RELATED
EQUIPMENT ACCORDING TO THE LATEST EDITION OF NFPA 25 AND ALL
GOVERNING CODES AND ORDINANCES. IT IS ALSO THE RESPONSIBILITY OF THE
PROPERTY OWNER/MANAGER TO IMPLEMENT AN APPROVED PLAN FOR
MONITORING THE INTERIOR CONDITION OF THE PIPE AT THREE (3) YEAR
INTERVALS BY HAVING A FIRE SPRINKLER CONTRACTOR REMOVE PIPE FITTINGS
AND/OR SECTIONS OF PIPING. THE INSPECTION PROCESS SHOULD INCLUDE A
WRITTEN REPORT ON THE PIPE'S CONDITION. IF CORROSION IS REPORTED AND
DEPENDING ON THE SEVERITY OF THE CORROSION FOUND, THE PIPING MAY HAVE
TO BE REPLACED.
1. A DOUBLE CHECK VALVE BACKFLOW PREVENTER TO BE INSTALLED WHERE SHOWN
ON CIVIL DRAWING.
J. ALL FIRE PROTECTION SYSTEM COMPONENTS SHALL MEET APPLICABLE CODE
REQUIREMENTS.
K. A FIRE PUMP IS NOT REQUIRED.
L. FIREWATER STORAGE TANK IS NOT REQUIRED ON SITE.
M. THIS FAICILITY WILL NOT BE USED FOR STORAGE.
PROVIDE A COMPLETE FIRE PROTECTION SYSTEM FOR THIS FACILITY IN
ACCORDANCE WITH ALL APPLICABLE CODES. APPLY, OBTAIN AND PAY FOR ALL
REQUIRED PERMITS, TAP FEES, METER FEES, AND INSPECTION CERTIFICATES.
SUBMIT FIRE PROTECTION SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR
APPROVAL. COORDINATE LOCATION OF EQUIPMENT AND PIPING WITH THE
ELECTRICAL, PLUMBING AND HVAC CONTRACTORS TO MAINTAIN CLEARANCE FOR
EQUIPMENT MAINTENANCE, AVOID INTERFERENCE WITH DUCT AND PIPING RUNS AND
TO PREVENT PIPING FROM BEING INSTALLED OVER ELECTRICAL PANELS.
ALL SPRINKLER HEADS SHALL BE THE PRODUCT OF ONE MANUFACTURER.
SPRINKLER HEADS IN AREAS WITH FINISHED CEILINGS SHALL BE PENDANT TYPE
AND SHALL BE CHROME FINISH WITH 2 PIECE, CHROME, RECESSED ESCUTCHEON
PLATES. UPRIGHT HEADS SHALL BE USED IN ALL OTHER AREAS AND SHALL BE
STANDARD BRASS FINISH. SPRINKLER HEADS SERVING CONDOMINIUM UNIT
BALCONIES SHALL BE SIDEWALL TYPE AND SHALL BE CHROME FINISH WITH 2 PIECE,
CHROME, RECESSED ESCUTCHEON PLATES. SPRINKLER HEAD SPACING AND
TEMPERATURE RATINGS SHALL BE IN STRICT ACCORDANCE WITH NFPA 13, UNLESS
SHOWN OTHERWISE ON THE DRAWINGS. APPROVED MANUFACTURERS: AUTOMATIC,
CENTRAL, GRINNELL, TYCO AND VIKING.
SYSTEM DEMAND CALCULATIONS
LIGHT HAZARD
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PRESSURE DEMAND
CALCULATIONS
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FLOW DEMAND CALCULATIONS
IY I II II II II II II II ii II II I I -
11 _ ❑ �_ II - - II , _ Ii I _ - I� .. i
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END HEAD PRESSURE
END HEAD PRESSURE
8.1
PSI
SPRINKLER DEMAND (DENSITY x AREA)
0.10 x 1500 =
150
GPM
ELEVATION LOSS
8.99
PSI
INSIDE HOSE
0
GPM
INSIDE FRICTION LOSS
6.22
PSI
OUTSIDE HOSE
100
GPM
UNDERGROUND FRICTION
LOSS 2.12
PSI
RACK GPM
0
GPM
BACKFLOW LOSS
10
PSI
OVERAGE
25
GPM
TOTAL PRESSURE
35.43
PSI
TOTAL FLOW
275
GPM
THE ABOVE CALCULATIONS ARE BASED ON SITE FIRE MAINS AS
SHOWN ON DRAWING AND ESTIMATED PIPE ROUTE INSIDE BUILDING.
SYSTEM DEMAND CALCULATIONS
LIGHT HAZARD DRY PIPE
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PRESSURE DEMAND
CALCULATIONS
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FLOW DEMAND CALCULATIONS
IY I II II II II II II II ii II II I I -
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END HEAD PRESSURE
8.1
PSI
SPRINKLER DEMAND (DENSITY x
0.10 x
AREA)
1950 = 195
GPM
ELEVATION LOSS
8.99
PSI
INSIDE HOSE
0
GPM
INSIDE FRICTION LOSS
9.33
PSI
OUTSIDE HOSE
100
GPM
UNDERGROUND FRICTION
LOSS 3.18
PSI
RACK GPM
0
GPM
BACKFLOW LOSS
10
PSI
OVERAGE
29.5
GPM
TOTAL PRESSURE
39.60
PSI
TOTAL FLOW
324.5
GPM
THE ABOVE CALCULATIONS ARE BASED ON SITE. FIRE MAINS AS
SHOWN ON DRAWING AND ESTIMATED PIPE ROUTE INSIDE BUILDING.
SYSTEM DEMAND CALCULATIONS
DI D
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CALCULATIONS
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END HEAD PRESSURE
END HEAD PRESSURE
8.1
PSI
SPRINKLER DEMAND (DENSITY x AREA)
0.15 x 1500 =
225
GPM
ELEVATION LOSS
8.99
PSI
INSIDE HOSE
100
GPM
INSIDE FRICTION LOSS
12.44
PSI
OUTSIDE HOSE
150
GPM
UNDERGROUND FRICTION
LOSS 4.24
PSI
RACK GPM
0
GPM
BACKFLOW LOSS
10
PSI
OVERAGE
47.5
GPM
TOTAL PRESSURE
43.67
PSI
TO"FAL FLOW 522.5
GPM
THE ABOVE CALCULATIONS ARE BASED ON SITE: FIRE MAINS AS
SHOWN ON DRAWING AND ESTIMATED PIPE ROUTE INSIDE BUILDING.
SYSTEM DEMAND CALCULATIONS
ORDINARY HAZARD (GROUP 1) DRY PIPE
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PRESSURE DEMAND
CALCULATIONS
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FLOW DEMAND CALCULATIONS
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END HEAD PRESSURE
8.1
PSI
SPRINKLER DEMAND (DENSITY x AREA)
0.15 x 1950 = 292.5
GPM
ELEVATION LOSS
8.99
PSI
INSIDE HOSE
100
GPM
INSIDE FRICTION LOSS
15.55
PSI
OUTSIDE HOSE
150
GPM
UNDERGROUND FRICTION
LOSS 5.30
PSI
RACK GPM
0
GPM
BACKFLOW LOSS
10
PSI
OVERAGE
54.25
GPM
TOTAL PRESSURE
47.94
PSI
TOTAL FLOW
596.75
GPM
THE ABOVE CALCULATIONS ARE BASED ON SITE FIRE MAINS AS
SHOWN ON DRAWING AND ESTIMATED PIPE ROUTE INSIDE BUILDING.
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DWELLINGS;
TO INSTALLATION.
AIR COMPRESSOR(S), DRY PIPE VALVES AND ALL
EQUIPMENT ASSOCIATED WITH THE DRY PIPE
MINIMUM REQUIRED FIRE FLOW = 2,500 GPM.
SYSTEM WITHIN THIS ROOM. FIRE RISER ROOM
WILL ALSO SHARE SPACE WITH DOMESTIC WATER 5,_2
75% REDUCTION FOR FULLY SPRINKLERED
SOFTENER, WATER HEATERS AND ASSOCIATED
BUILDING = 1,875 GPM.
COMPONENTS. FIRE PROTECTION CONTRACTOR
SHALL COORDINATE ALL ACCESSORIES AND
ADJUSTED MINIMUM REQUIRED FIRE FLOW
PIPING LOCATED WITHIN THE FIRE RISER ROOM
UTILIZING QUICK RESPONSE SPRINKLERS =
WITH THE PLUMBING CONTRACTOR PRIOR TO
1,406 GPM.
COMMENCEMENT OF WORK.
FIRE SUPPLY AVAILABLE FLOW FROM THE 6"
FIRE
PROTECTION PLAN
MAIN IS 2,742.9 GPM AT 20 PSI.
SCALE: 1" = 20'-0"
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8/14/17 1 HR. RATED: - - .. --
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POWELI & HINKLE ENGINEERING, P.A.
1409 KINGSLEY AVENUE, BLDG 12A
ORANGE PARK, FLORIDA 32073
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1409 KINGSLEY AVENUE, BLDG 12A
ORANGE PARK, FLORIDA 32073
ROBERT
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C. MOK
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29302
33192
48076
(904) 294-5570 FAX:(904) 278-2646
CORPORATION FLA. REG. EB -4577
THOMAS
RICHARD
DAVID R.
M. ELDER
A. MATHEWS
SPELL JR.
PE
PE
PE
56121
59418
54729
PERMIT SET
DESIGN/COOPERATIVELLC
1032 HENDRICKS AVENUE
JACKSONVILLE, FL 32207
TEL / (904) 290-1032
FAX / (904) 592-5892
www.dcoop.com
FUAA26001646
CLIENT
Rick Moyer
LOCATION
461 Atlantic Blvd.
Atlantic Beach, Fl
CIVIL ENGINEERING
BAKER KLEIN ENGINEERING
904-356-8520
STRUCTURAL ENGINEERING
ALEXANDER GRACE
CONSULTING, INC.
904.241.8010
FU59328
M.E.P. ENGINEERING
POWELL & HINKLE
ENGINEERING, PA.
904.2645570
#FUEB-4577
LANDSCAPING
TBD
INTERIOR DESIGN
DESIGN COOPERATIVE LLC
REVIEWE 0
�BCksonville Fire Prevention Div
JAN 072019
❑ N0 EXCEPTIONS
13 EXCEPTIONS AS NOTED
SHEET #
DATE: 8.18.2017
PROJECT NO: 16771
FIRE°'Yl
PROTEC'�tP�l
"A to M°
PLAN
FP101