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SELECTION
WHITE ESCUTCHEON
ACCESSORIES
4.9
K-FACTOR
1/2"
SIZE
ORIFICETYPE SYMBOL
155°F
RATING
TEMP.
PENDENT
SEMI-RECESSED WHITE
FIRE PROTECTION SCHEDULE
FINISH
FIRE PROTECTION SYMBOL LEGEND
CONT.
ETR
N
FIRE
FDC
F
FH
GPM
PSI
FS
PIV
R
TS
POUNDS PER SQUARE INCH (WATER PRESSURE)
POST INDICATING VALVE
RELOCATE HEAD
TAMPER SWITCH
GALLONS PER MINUTE
FLOW SWITCH
FIRE DEPARTMENT CONNECTION
CONTINUATION
EXISTING TO REMAIN
NEW HEAD
FIRE HYDRANT
ABBREVIATIONS
FIRE DEPT. CONNECTION
FIRE DEPARTMENT CONNECTION PIPING
BUTTERFLY VALVE WITH TAMPER SWITCH
SOLENOID VALVE WITH TAMPER SWITCH
POST INDICATING VALVE
PIPE HANGER
FLOW SWITCH
FIRE PROTECTION SUPPLY PIPING
TYCO RAPID RESPONSE SERIESLFII
(FEET)
MAX. SPACING
(INCHES)
NOMINAL PIPE SIZE
HANGER SPACING FOR CPVC PIPING
5-1/23/4"
61"
6-1/21-1/4"
71-1/2"
82"
92-1/2"
103"
-4.21/2"155°F
SIDEWALL
HORIZONTAL CHROME
FIRE PROTECTION SPRINKLER DESIGN
5.
4.
3.
2.
1.
GENERAL NOTES
TO SYSTEM
CHECK VALVE
SPARE HEAD BOX
W/WRENCH
1" TEST AND DRAINVALVE
RISER MANIFOLD W/
FLOW SWITCH & DRAINVALVE
SLAB
ELECTRIC BELL ONEXTERIOR OF BLDG.
2" CPVC TO F.D.C
2" OUT TOFIRE DEPARTMENT
1" DRAIN TOOUTSIDE
PRESSURE GAUGE
DESIGN CRITERIA
BUTTERFLY VALVE W/TAMPER
SWITCH UL/FM (TYP. 2)
BALL VALVE
INSPECTOR'S TEST &DRAIN
SIGHT GLASS
PITOT SIZE:
LOCATION:
FLOW:
STATIC PRESSURE
RESIDUAL PRESSURE:
TEST BY:
TEST DATE:
THE FLOW HYDRANT
6/17/16
FORT MYERS FIRE DEPARTMENT
#314425H045
SHOEMAKER LANE
FORT MYERS FLORIDA
56 PSI
48 PSI
2226 GPM
2-1/2"
FIRE HYDRANT FLOW TEST DATA
61G15-32.004 DESIGN OF WATER BASED FIRE
PROTECTION SYSTEMS.
(2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION SYSTEM ENGINEERINGDOCUMENTS, SAID DOCUMENTS SHALL INCLUDE AS A MINIMUM THE FOLLOWINGINFORMATION WHEN APPLICABLE:
(A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER SUPPLY AS DEFINED BY
SECTION 633.021(18), F.S.
(B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE CASE WHERE NO SUCH
STANDARD EXISTS, THE ENGINEERING STUDY, JUDGEMENTS, AND/OR PERFORMANCEBASED ANALYSIS AND CONCLUSIONS.
(C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA.
(D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE, DENSITIES, DEVICETEMPERATURE RATING, AND SPACING FOR EACH SEPARATE HAZARD OCCUPANCY.
(E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS MAIN SIZE ANDLOCATION, WHETHER IT IS DEAD-END OR CIRCULATING; AND IF DEAD-END, THEDISTANCE TO THE NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM DURATIONAND RELIABILITY FOR THE MOST HYDRAULICALLY DEMANDING DESIGN AREA
(F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE FLOW TEST DATA,INCLUDING TIME AND DATE OF TEST, WHO CONDUCTED THE TEST OR SUPPLIEDINFORMATION, TEST ELEVATION, STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATEWITH RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND LOCATION OFTHE TEST IN RELATION TO THE HYDRAULIC POINT OF SERVICE.
(G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTSAND UNRECOGNIZED FLOW OF WATER.
(H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF RECORD SHALL MAKEREASONABLE EFFORTS TO IDENTIFY WATER SUPPLIES THAT COULD LEAD TO
MICROBIAL INDUCED CORROSION (MIC). SUCH EFFORTS MAY CONSIST OF
DISCUSSIONS WITH LOCAL WATER PURVEYOR AND/OF FIRE OFFICIAL, FAMILIARITYWITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY TESTING OF WATERSUPPLIES. WHEN CONDITION ARE FOUND THAT MAY RESULT IN MIC CONTAMINATIONOF THE FIRE PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVEMEASURES.
(I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND DETAILS TO MEETLOCAL WATER PREVENTER REQUIREMENTS INCLUDING MAXIMUM ALLOWABLEPRESSURE DROP.
(J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIREPROTECTION COMPONENTS.
(3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE MINIMUM DESIGNPARAMETERS SHALL BE CONSIDERED MATERIAL DEVIATIONS AND REQUIRESUPPLEMENTAL ENGINEERING APPROVAL AND DOCUMENTATION.
THE SUCCESSFUL FLORIDA LICENSED FIRE PROTECTION CONTRACTOR SHALL SUBMITFIRE PROTECTION SHOP DRAWINGS AS NEEDED TO FULFILL THE REQUIREMENTS FOR AFIRE SPRINKLER PERMIT.
(4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE INFORMATION ANDDIRECTION THAN IS ESTABLISHED ABOVE, HE OR SHE SHALL BE HELD RESPONSIBLEFOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLECODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
(5) THE UNDERGROUND AND INSIDE PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSIFOR 2 HOURS PER 16.2.1
THE WATER SUPPLY FOR THIS SPRINKLER SYSTEM IS PROVIDED BY A 10 INCHPRIVATELY OWNED WATER MAIN. THE DURATION FOR THE MOST REMOTEHYDRAULICALLY DEMANDING AREA IS 100 G.P.M. FOR 60 MINUTES.
(6) THE FIRE PROTECTION CONTRACTOR SHALL COMPLY WITH CHAPTER 10SECTION 10.2:
A. ALL UNDERGROUND PIPING FROM THE WATER MAIN TO THE RISER SHALL BE COMPLETELY FLUSHED. THE FLUSHING SHALL CONTINUE FOR SUFFICIENT TIME TO ENSURE CLEANING.
B. THE MINIMUM FLOW SHALL NOT BE LESS THAN: HYDRAULICALLY CALCULATED DEMAND INCLUDING HOSE STREAM ALLOWANCE, FLOW RATE AVAILABLE UNDER FIRE CONDITIONS.
(7) ALL PIPING AND APPURTENANCES SHALL BE PRESSURE TESTED AT 200 PSIOR 50 PSI IN EXCESS OF SYSTEM PRESSURE, WHICH EVER IS GREATER,FOR A MINIMUM OF 2 HOURS WITH OUT ANY LOSSES.
(1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO,
AUTOMATIC SPRINKLER SYSTEMS OF WET, DRY, FINE WATER SPRAY (MIST), MANUAL ANDDELUGE VALVE CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE WATER MAINSAND DEDICATED FIRE PROTECTION WATER SOURCES.
THE POINT OF SERVICE AND FIRE DEPARTMENT CONNECTION IS LOCATED ON CIVIL
DRAWINGS
NFPA 13R, 2013 EDITION, INSTALLATION OF SPRINKLER SYSTEMS
NFPA 24, 2010 EDITION, INSTALLATION OF FIRE SERVICE MAINS.
SYSTEM DESIGNED PER NFPA 13R USING A 0.05 GPM/SQ FT FOR ALL DWELLING
UNITS (RESIDENTIAL OCCUPANCY) USING RESIDENTIAL SPRINKLERS.
SPRINKLER SYSTEM TO EXTEND INTO ALL AREAS IN ACCORDANCE WITH NFPA 13R
LISTED AND APPROVED UPRIGHT SPRINKLER HEADS TO BE PROVIDED. SEE FIRE
PROTECTION SCHEDULE ON THIS SHEET. HEADS SHALL BE RATED AT 155 DEGREES F.
PROVIDED BY SPRINKLER CONTRACTOR.
THE FIRE SPRINKLER RISER FOR THE BUILDING WILL BE EQUIPPED WITH A WATER
FLOW SWITCH WITH A LOCAL ALARM AND OFF-SITE MONITORING.
BASED ON DISCUSSIONS WITH THE LOCAL WATER UTLITIES, THERE HAVE BEEN NO
INDICATIONS OF M.I.C.
THE BACKFLOW PREVENTION DEVICE ASSEMBLY AND METERING EQUIPMENT WILL
MEET THE REQUIREMENTS OF THE LOCAL WATER PURVEYOR. MAX. PRESSURE
ALL NEW YARD AND INTERIOR FIRE PROTECTION EQUIPMENT SHALL BE U.L. LISTED
AND F.M. APPROVED.
DROP 8 PSI.
CONNECTION
RISER DETAILNOT TO SCALE
THESE DRAWINGS ARE INTENDED TO ILLUSTRATE THE DESIGNINTENT AND AID IN THE COORDINATION OF ELEMENTS OF A FIREPROTECTION SPRINKLER DESIGN.
THE DESIGN OF THE FIRE PROTECTION SPRINKLER SYSTEM SHALLBE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF THEAUTHORITY HAVING JURISDICTION AND THE APPLICABLESTANDARDS FROM THE NATIONAL FIRE PROTECTION ASSOCIATION(NFPA).
THE FIRE PROTECTION SRRINKLER DESIGN SHALL BE COORDINATEDWITH OTHER ASPECTS OF THE BUILDING DESIGN INCLUDING, BUTNOT LIMITED TO, FIRE ALARM, ELECTRICAL POWER AND LIGHTING,REFLECTED CEILING, DUCTWORK, PLUMBING AND THE BUILDINGSTRUCTURAL SYSTEM.
THE FIRE PROTECTION SPRINKLER DESIGN DRAWINGS SHALL BESUBMITTED FOR COORDINATION PRIOR TO INSTALLATION OF THESYSTEM. INSTALLATION WITHOUT COORDINATION WILL BE AT THECONTRACTOR'S RISK AND REWORK OF THE SYSTEM SHALL BEPROVIDED WITHOUT ADDITIONAL COST.
APPLICABLE FIRE CODES. FLORIDA FIRE PREVENTION CODE FIFTHEDITION, BASED ON NFPA 1, FIRE CODE, 2013 EDITION AND NFPA101, LIFE SAFETY CODE, 2013 EDITION.
1. THE NUMBER OF DESIGN SPRINKLERS SHALL INCLUDE ALLSPRINKLERS WITHIN A COMPARTMENT UP TO A MINIMUM OFFOUR SPRINKLERS UNDER A FLAT, SMOOTH, HORIZONTALCEILING, ANY LINTEL WITH 8" MINIMUM WILL DIVIDE AN AREAINTO TWO COMPARTMENTS.
1
FP0.01
1. ALL WORK & MATERIAL SHALL BE DONE IN ACCORDANCE WITH NFPA 13RAND THE LOCAL AUTHORITY.
2. ALL PIPE AND FITTINGS TO BR CPVC, UNLESS NOTER OTHERWISE EXCEPTFOR THE BLDG. RISER WHICH SHALL BE SCHEDULE 40 GALVANIZED STEEL.
3. ALL RESIDENTIAL SPRINKLER HEAD SPACING TO BE IN ACCORDANCE WITHTHE MANUFACTURER'S LISTING.
4. ALL FIREWALL PENETRATIONS TO BE SEALED IN ACCORDANCE WITH THEIRRATING.
5. PROVIDE SIGN ON DOOR INDICATING "FIRE RISER INSIDE".
6. ALL FIRE SPRINKLER WORK, INCLUDING CHANGES, ADDITIONS,RELOCATIONS, IMPROVEMENTS, AND/OR MODIFICATIONS TO THE FIRESPRINKLER SYSTEM, MUST BE DONE PER NFPA-13 2013 EDITION, BY ALICENSED FIRE SPRINKLER CONTRACTOR WITH SEPARATE PERMIT ANDPLANS.
WHITE ESCUTCHEON5.61/2"155°F
PENDENT
SEMI-RECESSED WHITE TYCO RAPID RESPONSE SERIESLFII
TYCO RAPID RESPONSE SERIESLFII
A STATE OF FLORIDA LICENSED FIRE SPRINKLER CONTRACTOR SHALLPROVIDE THE LAYOUT DOCUMENTS.
6.
GENERAL NOTES
1. A CURRENT FIRE HYDRANT FLOW TEST HAS BEEN REQUESTED TOBE PERFORMED BY THE FORT MYERS FIRE DEPARTMENT AND THERESULTS WHEN RECEIVED WILL BE PROVIDED.
FP0.01
LE G E N D , S C H E D U LE S A N D
D E TA ILS - FIR E P R O TE C TIO N
P LO TTE D :
D raw n:
C hecked:
A pproval:
D ate:
P roject #:
2555 Temple Trail, Winter Park, FL 32789 (407) 629-0595www. fuglebergkoch.com BR569
R EV ISIO N H ISTO R Y
ISSU E H ISTO R Y
1 11/22/19 SCHEMATIC DESIGN
No. Date Description
© 2016 These docum ents and their contents are the property of FU G LEBER G KO C H - AA26002103, and are issued only for the specific project noted on these draw ings. Any reproductions, revisions, or m odifications of these docu
m
ents w ithout the expressed w ritten consent of Fugleberg Koch, is prohibited by law .
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6/4/202010:24:51 AM
S W C
R D P
JA K
09/10/2019
5592
No. Date Description
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEFFREY A. KIRKMAN, PE ON DATEINDICATED IN DIGITAL SIGNATURE USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.
FT. MYERS, FL
TH E R O B E R T
19062
KYLE J. CARTIER, P.E. 53269
GARY A. WILKERSON, P.E. 43167
JEFF A. KIRKMAN, P.E. 65629
ADAM S. LEVINE, P.E. 77010
expect a difference
SALAS O'BRIEN
3501 Quadrangle Boulevard, Suite 100
Orlando, Florida 32817
(407) 380-0400
CERT. OF AUTH. NO. 6106
2 12/06/19 DESIGN DEVELOPMENT
3 02/28/20 PERMIT REVIEW SET
2
2
22
2 06/03/20 PERMIT COMMENT RESPONSES
BLD2020-00848
3810 OLD BERRY POINT
New construction of a 3 storyapartment buiilding thatincludes 27 units of a 4 typesand 6 direct entry direct entrygarage units. The buildingprov
06/17/20
BUILDING TYPE 1 - GROUND LEVEL - FIRE PROTECTION1/8" = 1'-0"
F.D.C.
ELECTRICBELL
UNIT B1
102
UNIT B1
103
UNIT B1
101
UNIT B1
107
GARAGE
G101
GARAGE
G101
GARAGE
G101
GARAGE
G101
GARAGE
G101
GARAGE
G101
UNIT B1
105
BREEZEWAY
G106
UNIT B1
106
GARAGE ENTRY
G102
GARAGE ENTRY
G102
1
FP2.01
2
3
1
3
REFERENCE NOTES3" FIRE RISER. SEE DETAIL.
FOR CONTINUATION, REFER TO CIVIL DRAWINGS.
FIRE LINE UP TO FLOOR ABOVE.
1
2
3
FP2.01
B U ILD IN G TY P E 1 - G R O U N D
LE V E L - FIR E P R O TE C TIO N
P LO TTE D :
D raw n:
C hecked:
A pproval:
D ate:
P roject #:
2555 Temple Trail, Winter Park, FL 32789 (407) 629-0595www. fuglebergkoch.com BR569
R EV ISIO N H ISTO R Y
ISSU E H ISTO R Y
1 11/22/19 SCHEMATIC DESIGN
No. Date Description
© 2016 These docum ents and their contents are the property of FU G LEBER G KO C H - AA26002103, and are issued only for the specific project noted on these draw ings. Any reproductions, revisions, or m odifications of these docu
m
ents w ithout the expressed w ritten consent of Fugleberg Koch, is prohibited by law .
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C O N S U LTA N T
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H
P E R M IT R E V IEW S TA M P
6/4/202010:25:11 AM
S W C
R D P
JA K
09/10/2019
5592
No. Date Description
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEFFREY A. KIRKMAN, PE ON DATEINDICATED IN DIGITAL SIGNATURE USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.
FT. MYERS, FL
TH E R O B E R T
19062
KYLE J. CARTIER, P.E. 53269
GARY A. WILKERSON, P.E. 43167
JEFF A. KIRKMAN, P.E. 65629
ADAM S. LEVINE, P.E. 77010
expect a difference
SALAS O'BRIEN
3501 Quadrangle Boulevard, Suite 100
Orlando, Florida 32817
(407) 380-0400
CERT. OF AUTH. NO. 6106
2 12/06/19 DESIGN DEVELOPMENT
3 02/28/20 PERMIT REVIEW SET
1
1 05/06/20 PERMIT COMMENT RESPONSES
BLD2020-00848
3810 OLD BERRY POINT
New construction of a 3 storyapartment buiilding thatincludes 27 units of a 4 typesand 6 direct entry direct entrygarage units. The buildingprov
06/17/20
BUILDING TYPE 1 - 2ND LEVEL - FIRE PROTECTION1/8" = 1'-0"
UNIT B1
202
UNIT B1
201
UNIT B2S
203
UNIT B2S
205
UNIT B1
207
UNIT B1
208
UNIT B1
204
UNIT B1
206
BREEZEWAY
G106
1
FP2.02
1 1
REFERENCE NOTESFIRE LINE UP FROM BELOW.1
FP2.02
B U ILD IN G TY P E 1 - 2N D
LE V E L - FIR E P R O TE C TIO N
P LO TTE D :
D raw n:
C hecked:
A pproval:
D ate:
P roject #:
2555 Temple Trail, Winter Park, FL 32789 (407) 629-0595www. fuglebergkoch.com BR569
R EV ISIO N H ISTO R Y
ISSU E H ISTO R Y
1 11/22/19 SCHEMATIC DESIGN
No. Date Description
© 2016 These docum ents and their contents are the property of FU G LEBER G KO C H - AA26002103, and are issued only for the specific project noted on these draw ings. Any reproductions, revisions, or m odifications of these docu
m
ents w ithout the expressed w ritten consent of Fugleberg Koch, is prohibited by law .
B
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1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
C O N S U LTA N T
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E
F
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H
P E R M IT R E V IEW S TA M P
6/4/202010:25:30 AM
S W C
R D P
JA K
09/10/2019
5592
No. Date Description
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEFFREY A. KIRKMAN, PE ON DATEINDICATED IN DIGITAL SIGNATURE USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.
FT. MYERS, FL
TH E R O B E R T
19062
KYLE J. CARTIER, P.E. 53269
GARY A. WILKERSON, P.E. 43167
JEFF A. KIRKMAN, P.E. 65629
ADAM S. LEVINE, P.E. 77010
expect a difference
SALAS O'BRIEN
3501 Quadrangle Boulevard, Suite 100
Orlando, Florida 32817
(407) 380-0400
CERT. OF AUTH. NO. 6106
2 12/06/19 DESIGN DEVELOPMENT
3 02/28/20 PERMIT REVIEW SET
1
1 05/06/20 PERMIT COMMENT RESPONSES
BLD2020-00848
3810 OLD BERRY POINT
New construction of a 3 storyapartment buiilding thatincludes 27 units of a 4 typesand 6 direct entry direct entrygarage units. The buildingprov
06/17/20
UNIT A1
302
UNIT A1
307
UNIT B2S
305
UNIT B2S
303
UNIT A1
301
UNIT B1
304
UNIT B1
306
UNIT A1
308
BREEZEWAY
G106
BUILDING TYPE 1 - 3RD LEVEL - FIRE PROTECTION1/8" = 1'-0"
1
FP2.03
1 1
REFERENCE NOTESFIRE LINE UP FROM BELOW.1
FP2.03
B U ILD IN G TY P E 1 - 3R D
LE V E L - FIR E P R O TE C TIO N
P LO TTE D :
D raw n:
C hecked:
A pproval:
D ate:
P roject #:
2555 Temple Trail, Winter Park, FL 32789 (407) 629-0595www. fuglebergkoch.com BR569
R EV ISIO N H ISTO R Y
ISSU E H ISTO R Y
1 11/22/19 SCHEMATIC DESIGN
No. Date Description
© 2016 These docum ents and their contents are the property of FU G LEBER G KO C H - AA26002103, and are issued only for the specific project noted on these draw ings. Any reproductions, revisions, or m odifications of these docu
m
ents w ithout the expressed w ritten consent of Fugleberg Koch, is prohibited by law .
B
A
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
C O N S U LTA N T
B
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E
F
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H
P E R M IT R E V IEW S TA M P
6/4/202010:25:49 AM
S W C
R D P
JA K
09/10/2019
5592
No. Date Description
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEFFREY A. KIRKMAN, PE ON DATEINDICATED IN DIGITAL SIGNATURE USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.
FT. MYERS, FL
TH E R O B E R T
19062
KYLE J. CARTIER, P.E. 53269
GARY A. WILKERSON, P.E. 43167
JEFF A. KIRKMAN, P.E. 65629
ADAM S. LEVINE, P.E. 77010
expect a difference
SALAS O'BRIEN
3501 Quadrangle Boulevard, Suite 100
Orlando, Florida 32817
(407) 380-0400
CERT. OF AUTH. NO. 6106
2 12/06/19 DESIGN DEVELOPMENT
3 02/28/20 PERMIT REVIEW SET
1
1 05/06/20 PERMIT COMMENT RESPONSES
BLD2020-00848
3810 OLD BERRY POINT
New construction of a 3 storyapartment buiilding thatincludes 27 units of a 4 typesand 6 direct entry direct entrygarage units. The buildingprov
06/17/20
BUILDING TYPE 2 - GROUND LEVEL - FIRE PROTECTION1/8" = 1'-0"
F.D.C.
ELECTRICBELL
UNIT C1
102
UNIT A1
103
UNIT S1
104
GARAGE ENTRY
G102
GARAGE
G101
UNIT C1
101
UNIT A1
105
UNIT C1
106
UNIT C1
107
GARAGE
G101
GARAGE
G101
GARAGE
G101
GARAGE
G101
GARAGE
G101
GARAGE ENTRY
G102
BREEZEWAY
G106
2
1
3
1
FP2.05
3
REFERENCE NOTES3" FIRE RISER. SEE DETAIL.
FOR CONTINUATION, REFER TO CIVIL DRAWINGS.
FIRE LINE UP TO FLOOR ABOVE.
1
2
3
FP2.05
B U ILD IN G TY P E 2 - G R O U N D
LE V E L - FIR E P R O TE C TIO N
P LO TTE D :
D raw n:
C hecked:
A pproval:
D ate:
P roject #:
2555 Temple Trail, Winter Park, FL 32789 (407) 629-0595www. fuglebergkoch.com BR569
R EV ISIO N H ISTO R Y
ISSU E H ISTO R Y
1 11/22/19 SCHEMATIC DESIGN
No. Date Description
© 2016 These docum ents and their contents are the property of FU G LEBER G KO C H - AA26002103, and are issued only for the specific project noted on these draw ings. Any reproductions, revisions, or m odifications of these docu
m
ents w ithout the expressed w ritten consent of Fugleberg Koch, is prohibited by law .
B
A
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
C O N S U LTA N T
B
A
C
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E
F
G
H
P E R M IT R E V IEW S TA M P
6/4/202010:26:08 AM
S W C
R D P
JA K
09/10/2019
5592
No. Date Description
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEFFREY A. KIRKMAN, PE ON DATEINDICATED IN DIGITAL SIGNATURE USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.
FT. MYERS, FL
TH E R O B E R T
19062
KYLE J. CARTIER, P.E. 53269
GARY A. WILKERSON, P.E. 43167
JEFF A. KIRKMAN, P.E. 65629
ADAM S. LEVINE, P.E. 77010
expect a difference
SALAS O'BRIEN
3501 Quadrangle Boulevard, Suite 100
Orlando, Florida 32817
(407) 380-0400
CERT. OF AUTH. NO. 6106
2 12/06/19 DESIGN DEVELOPMENT
3 02/28/20 PERMIT REVIEW SET
1
1 05/06/20 PERMIT COMMENT RESPONSES
BLD2020-00848
3810 OLD BERRY POINT
New construction of a 3 storyapartment buiilding thatincludes 27 units of a 4 typesand 6 direct entry direct entrygarage units. The buildingprov
06/17/20
BUILDING TYPE 2 - 2ND LEVEL - FIRE PROTECTION1/8" = 1'-0"
UNIT C1
202
UNIT A1
204
UNIT C1
201
UNIT A2S
203
UNIT A2S
207
UNIT C1
209
UNIT C1
210
UNIT A1
208
UNIT S1
206
UNIT S1
205
BREEZEWAY
G106
1
FP2.06
1 1
REFERENCE NOTESFIRE LINE UP FROM BELOW.1
FP2.06
B U ILD IN G TY P E 2 - 2N D
LE V E L - FIR E P R O TE C TIO N
P LO TTE D :
D raw n:
C hecked:
A pproval:
D ate:
P roject #:
2555 Temple Trail, Winter Park, FL 32789 (407) 629-0595www. fuglebergkoch.com BR569
R EV ISIO N H ISTO R Y
ISSU E H ISTO R Y
1 11/22/19 SCHEMATIC DESIGN
No. Date Description
© 2016 These docum ents and their contents are the property of FU G LEBER G KO C H - AA26002103, and are issued only for the specific project noted on these draw ings. Any reproductions, revisions, or m odifications of these docu
m
ents w ithout the expressed w ritten consent of Fugleberg Koch, is prohibited by law .
B
A
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
C O N S U LTA N T
B
A
C
D
E
F
G
H
P E R M IT R E V IEW S TA M P
6/4/202010:26:28 AM
S W C
R D P
JA K
09/10/2019
5592
No. Date Description
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEFFREY A. KIRKMAN, PE ON DATEINDICATED IN DIGITAL SIGNATURE USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.
FT. MYERS, FL
TH E R O B E R T
19062
KYLE J. CARTIER, P.E. 53269
GARY A. WILKERSON, P.E. 43167
JEFF A. KIRKMAN, P.E. 65629
ADAM S. LEVINE, P.E. 77010
expect a difference
SALAS O'BRIEN
3501 Quadrangle Boulevard, Suite 100
Orlando, Florida 32817
(407) 380-0400
CERT. OF AUTH. NO. 6106
2 12/06/19 DESIGN DEVELOPMENT
3 02/28/20 PERMIT REVIEW SET
1
1 05/06/20 PERMIT COMMENT RESPONSES
BLD2020-00848
3810 OLD BERRY POINT
New construction of a 3 storyapartment buiilding thatincludes 27 units of a 4 typesand 6 direct entry direct entrygarage units. The buildingprov
06/17/20
BUILDING TYPE 2 - 3RD LEVEL - FIRE PROTECTION1/8" = 1'-0"
UNIT A1
302
UNIT A1
301
UNIT S1
305
UNIT A2S
307
UNIT A1
309
UNIT A1
310
UNIT A1
308
UNIT S1
306
UNIT A1
304
BREEZEWAY
G106
UNIT A2S
303
1
FP2.07
1 1
REFERENCE NOTESFIRE LINE UP FROM BELOW.1
FP2.07
B U ILD IN G TY P E 2 - 3R D
LE V E L - FIR E P R O TE C TIO N
P LO TTE D :
D raw n:
C hecked:
A pproval:
D ate:
P roject #:
2555 Temple Trail, Winter Park, FL 32789 (407) 629-0595www. fuglebergkoch.com BR569
R EV ISIO N H ISTO R Y
ISSU E H ISTO R Y
1 11/22/19 SCHEMATIC DESIGN
No. Date Description
© 2016 These docum ents and their contents are the property of FU G LEBER G KO C H - AA26002103, and are issued only for the specific project noted on these draw ings. Any reproductions, revisions, or m odifications of these docu
m
ents w ithout the expressed w ritten consent of Fugleberg Koch, is prohibited by law .
B
A
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
C O N S U LTA N T
B
A
C
D
E
F
G
H
P E R M IT R E V IEW S TA M P
6/4/202010:26:47 AM
S W C
R D P
JA K
09/10/2019
5592
No. Date Description
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEFFREY A. KIRKMAN, PE ON DATEINDICATED IN DIGITAL SIGNATURE USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.
FT. MYERS, FL
TH E R O B E R T
19062
KYLE J. CARTIER, P.E. 53269
GARY A. WILKERSON, P.E. 43167
JEFF A. KIRKMAN, P.E. 65629
ADAM S. LEVINE, P.E. 77010
expect a difference
SALAS O'BRIEN
3501 Quadrangle Boulevard, Suite 100
Orlando, Florida 32817
(407) 380-0400
CERT. OF AUTH. NO. 6106
2 12/06/19 DESIGN DEVELOPMENT
3 02/28/20 PERMIT REVIEW SET
1
1 05/06/20 PERMIT COMMENT RESPONSES
BLD2020-00848
3810 OLD BERRY POINT
New construction of a 3 storyapartment buiilding thatincludes 27 units of a 4 typesand 6 direct entry direct entrygarage units. The buildingprov
06/17/20
BUILDING TYPE 3 - GROUND LEVEL - FIRE PROTECTION3/32" = 1'-0"
UPUNIT C1
102
UNIT A1
104
UNIT B1
103
GARAGE
G101
GARAGE
G101
GARAGE
G101
UNIT C1
101
UNIT A1
107
UNIT B1
109
UNIT C1
110
UNIT C1
111GARAGE
G101
GAR. ENTRY
G102
BREEZEWAY
G105
GARAGE
G101
GARAGE
G101
GARAGE
G101
GAR. ENTRY
G102
GARAGE
G108
GAR. ENTRY
G102
GAR. ENTRY
G102
GARAGE
G108
GARAGE
G101
1
FP2.09
3 3
1
2
REFERENCE NOTES3" FIRE RISER. SEE DETAIL.
FOR CONTINUATION, REFER TO CIVIL DRAWINGS.
FIRE LINE UP TO FLOOR ABOVE.
1
2
3
FP2.09
B U ILD IN G TY P E 3 - G R O U N D
LE V E L - FIR E P R O TE C TIO N
P LO TTE D :
D raw n:
C hecked:
A pproval:
D ate:
P roject #:
2555 Temple Trail, Winter Park, FL 32789 (407) 629-0595www. fuglebergkoch.com BR569
R EV ISIO N H ISTO R Y
ISSU E H ISTO R Y
1 11/22/19 SCHEMATIC DESIGN
No. Date Description
© 2016 These docum ents and their contents are the property of FU G LEBER G KO C H - AA26002103, and are issued only for the specific project noted on these draw ings. Any reproductions, revisions, or m odifications of these docu
m
ents w ithout the expressed w ritten consent of Fugleberg Koch, is prohibited by law .
B
A
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
C O N S U LTA N T
B
A
C
D
E
F
G
H
P E R M IT R E V IEW S TA M P
6/4/202010:27:11 AM
S W C
R D P
JA K
09/10/2019
5592
No. Date Description
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEFFREY A. KIRKMAN, PE ON DATEINDICATED IN DIGITAL SIGNATURE USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.
FT. MYERS, FL
TH E R O B E R T
19062
KYLE J. CARTIER, P.E. 53269
GARY A. WILKERSON, P.E. 43167
JEFF A. KIRKMAN, P.E. 65629
ADAM S. LEVINE, P.E. 77010
expect a difference
SALAS O'BRIEN
3501 Quadrangle Boulevard, Suite 100
Orlando, Florida 32817
(407) 380-0400
CERT. OF AUTH. NO. 6106
2 12/06/19 DESIGN DEVELOPMENT
3 02/28/20 PERMIT REVIEW SET
1
1 05/06/20 PERMIT COMMENT RESPONSES
BLD2020-00848
3810 OLD BERRY POINT
New construction of a 3 storyapartment buiilding thatincludes 27 units of a 4 typesand 6 direct entry direct entrygarage units. The buildingprov
06/17/20
BUILDING TYPE 3 - 2ND LEVEL - FIRE PROTECTION 3/32" = 1'-0"
DN UP
UNIT A2S
205
UNIT C1
201
UNIT C1
202
UNIT B1
204
UNIT A1
206
UNIT A1
208
UNIT B1
210
UNIT A2S
207
UNIT C1
212
UNIT C1
211UNIT B2S
203
UNIT B2S
209
BREEZEWAY
G106
1
FP2.10
1
1
REFERENCE NOTESFIRE LINE UP FROM BELOW.1
FP2.10
B U ILD IN G TY P E 3 - 2N D
LE V E L - FIR E P R O TE C TIO N
P LO TTE D :
D raw n:
C hecked:
A pproval:
D ate:
P roject #:
2555 Temple Trail, Winter Park, FL 32789 (407) 629-0595www. fuglebergkoch.com BR569
R EV ISIO N H ISTO R Y
ISSU E H ISTO R Y
1 11/22/19 SCHEMATIC DESIGN
No. Date Description
© 2016 These docum ents and their contents are the property of FU G LEBER G KO C H - AA26002103, and are issued only for the specific project noted on these draw ings. Any reproductions, revisions, or m odifications of these docu
m
ents w ithout the expressed w ritten consent of Fugleberg Koch, is prohibited by law .
B
A
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
C O N S U LTA N T
B
A
C
D
E
F
G
H
P E R M IT R E V IEW S TA M P
6/4/202010:27:31 AM
S W C
R D P
JA K
09/10/2019
5592
No. Date Description
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEFFREY A. KIRKMAN, PE ON DATEINDICATED IN DIGITAL SIGNATURE USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.
FT. MYERS, FL
TH E R O B E R T
19062
KYLE J. CARTIER, P.E. 53269
GARY A. WILKERSON, P.E. 43167
JEFF A. KIRKMAN, P.E. 65629
ADAM S. LEVINE, P.E. 77010
expect a difference
SALAS O'BRIEN
3501 Quadrangle Boulevard, Suite 100
Orlando, Florida 32817
(407) 380-0400
CERT. OF AUTH. NO. 6106
2 12/06/19 DESIGN DEVELOPMENT
3 02/28/20 PERMIT REVIEW SET
1
1 05/06/20 PERMIT COMMENT RESPONSES
Digitally signed by Jeffrey A KirkmanDate: 2020.06.04 10:36:56-04'00'
BLD2020-00848
3810 OLD BERRY POINT
New construction of a 3 storyapartment buiilding thatincludes 27 units of a 4 typesand 6 direct entry direct entrygarage units. The buildingprov
06/17/20
BUILDING TYPE 3 - 3RD LEVEL - FIRE PROTECTION 3/32" = 1'-0"
UNIT A2S
305
UNIT A1
301
UNIT A1
302
UNIT B1
304
UNIT A1
306
UNIT A1
308
UNIT B1
310
UNIT A2S
307
UNIT A1
312
UNIT A1
311UNIT B2S
303
UNIT B2S
309
BREEZEWAY
G106
1
FP2.11
1
1
REFERENCE NOTESFIRE LINE UP FROM BELOW.1
FP2.11
B U ILD IN G TY P E 3 - 3R D
LE V E L - FIR E P R O TE C TIO N
P LO TTE D :
D raw n:
C hecked:
A pproval:
D ate:
P roject #:
2555 Temple Trail, Winter Park, FL 32789 (407) 629-0595www. fuglebergkoch.com BR569
R EV ISIO N H ISTO R Y
ISSU E H ISTO R Y
1 11/22/19 SCHEMATIC DESIGN
No. Date Description
© 2016 These docum ents and their contents are the property of FU G LEBER G KO C H - AA26002103, and are issued only for the specific project noted on these draw ings. Any reproductions, revisions, or m odifications of these docu
m
ents w ithout the expressed w ritten consent of Fugleberg Koch, is prohibited by law .
B
A
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
C O N S U LTA N T
B
A
C
D
E
F
G
H
P E R M IT R E V IEW S TA M P
6/4/202010:27:52 AM
S W C
R D P
JA K
09/10/2019
5592
No. Date Description
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEFFREY A. KIRKMAN, PE ON DATEINDICATED IN DIGITAL SIGNATURE USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.
FT. MYERS, FL
TH E R O B E R T
19062
KYLE J. CARTIER, P.E. 53269
GARY A. WILKERSON, P.E. 43167
JEFF A. KIRKMAN, P.E. 65629
ADAM S. LEVINE, P.E. 77010
expect a difference
SALAS O'BRIEN
3501 Quadrangle Boulevard, Suite 100
Orlando, Florida 32817
(407) 380-0400
CERT. OF AUTH. NO. 6106
2 12/06/19 DESIGN DEVELOPMENT
3 02/28/20 PERMIT REVIEW SET
1
1 05/06/20 PERMIT COMMENT RESPONSES
BLD2020-00848
3810 OLD BERRY POINT
New construction of a 3 storyapartment buiilding thatincludes 27 units of a 4 typesand 6 direct entry direct entrygarage units. The buildingprov
06/17/20
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