fp0 - essian construction · 2020. 7. 19. · fp0.01 1. all work & material shall be done in...

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

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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.

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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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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

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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

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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

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BUILDING TYPE 1 - GROUND LEVEL - FIRE PROTECTION1/8" = 1'-0"

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FOR CONTINUATION, REFER TO CIVIL DRAWINGS.

FIRE LINE UP TO FLOOR ABOVE.

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Digitally signed by Jeffrey A KirkmanDate: 2020.06.04 10:36:56-04'00'

BLD2020-00848



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jeff.kirkman 06/04/20 11:36:32

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fp0 - essian construction · 2020. 7. 19. · fp0.01 1. all work & material shall be done in...

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