Y23-7016_Drawings.pdf

PDF 5 MB Posted Jul 19, 2023

Attached to: Sheriff's Central Complex Fire Sprinkler Zone Renovation
Solicitation number: Y23-7016
Issued by: Orange County, Orlando City, Florida

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Written by GovTribe AI · May 11, 2025

These are engineering drawings for the Orange County Sheriff's Central Complex Fire Sprinkler Renovation project in Florida. The project involves renovating the existing fire protection system by reducing five independent water supplies down to one and installing a new 6-inch bulk main that runs through the first floor to connect each sprinkler riser individually. Key scope items include removing 4 out of 5 existing fire water supplies, providing a new 6-inch bulk main, demolishing and removing existing Fire Department Connection (FDC) supply piping, providing new FDC supply piping tapped into the new bulk main, and removing and replacing sections of sprinkler main piping causing cross-connections between zones.

The project drawings detail the demolition and renovation plans for four different areas of the first floor, with specific instructions for pipe routing, valve replacements, and system modifications. The renovation will address existing issues with check valves failing and zones interconnecting inappropriately. The technical specifications indicate strict adherence to NFPA 13 (2016 edition), Florida Building Code 7th Edition (2020), and Florida Fire Prevention Code. The drawings specify using Victaulic grooved end components and provide detailed installation requirements, including provisions for potential space constraints when connecting the new bulk main to existing risers.

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File	Type	Posted
Sheriff's_Central_Complex_Fire_Sprinkler_Zone_Renovation.pdf	PDF	Jul 24, 2023
Y23-7016_Specifications.pdf	PDF	Jul 19, 2023

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FIRE PROTECTION ABREVIATIONS

CONTINUATION

REDUCED PRESSURE BACKFLOW PREVENTER

NOT IN CONTRACT

SQUARE FEET

DIAMETER

DOWN

NOT TO SCALE

DRAWING

CONNECTION

ABOVE FINISHED FLOOR

BELOW FINISHED FLOOR

CONT

U.N.O.

DIA

NTS

RPBP

NIC

CONN

DWG

UNLESS NOTED OTHERWISE

AFF

BFF

BELOW FINISHED GRADE BFG

GENERAL INFORMATION

DESIGN CRITERIA:

GENERAL NOTES:

NFPA 13 (2016 ED.), INSTALLATION OF SPRINKLER SYSTEMS

WATER SUPPLY NOTES:

1. THE FIRE PROTECTION SYSTEMS SHALL COMPLY WITH THE ABOVE REFERENCED NFPA STANDARDS AND

ALL STATE AND LOCAL CODES AND REQUIREMENTS.

2. FINAL SYSTEM ACCEPTANCE AND APPROVAL SHALL BE CONDUCTED BY THE LOCAL AHJ AND THE

ENGINEER.

3. THE CONTRACTOR SHALL PERFORM A 2 HYDRANT FLOW TEST AT THE SOUTHEAST CORNER OF BUILDING

AND SUBMIT RESULTS TO ENGINEER OF RECORD PRIOR TO CONSTRUCTION.

4. THIS PROJECT DOES NOT INVOLVE THE ALTERATION OR MODIFICATION OF ANY SPRINKLERS. ALL SPRINKLERS, SPRINKLER MAIN PIPING, AND SPRINKLER BRANCH PIPING SHALL BE EXISTING TO REMAIN.

5. THIS PROJECT ONLY INVOLVES THE ADDITION OF A NEW 6" BULK MAIN TO FEED ALL EXISTING ZONES THROUGHOUT THE BUILDING. THE CONTRACTOR SHALL STILL BE REQUIRED TO CREATE AND SUBMIT SHOP DRAWINGS AND HYDRAULIC CALCULATIONS. CALCULATIONS FOR THE HYDRAULICALLY MOST DEMANDING

AREA OF EACH ZONE SHALL BE PROVIDED.

6. CONTRACTOR'S SPRINKLER SYSTEM LAYOUT (SHOP DRAWINGS), HYDRAULIC CALCULATIONS AND MATERIAL DATA SHALL BE SUBMITTED TO THE ENGINEER AND THE LOCAL AHJ FOR APPROVAL PRIOR TO

SYSTEM INSTALLATION.

7. PROVIDE FIRE STOP ASSEMBLIES FOR ALL PENETRATIONS OF SMOKE/FIRE WALLS, CEILINGS AND FLOORS.

FIRE STOP ASSEMBLIES SHALL MEET ASTM E-814. SEE ARCHITECTURAL PLANS FOR FIRE RATED PIPE

PENETRATION DETAILS.

8. COORDINATE PIPE ROUTING WITH DUCT ROUTING, EQUIPMENT LOCATIONS, ELECTRICAL INSTALLATIONS AND BUILDING STRUCTURAL MEMBERS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. PIPING

ROUTED OVER ELECTRICAL PANELS SHALL BE REROUTED AT NO ADDITIONAL COST.

9. SLOPE ALL PIPING TO THE SYSTEM MAIN DRAIN AS REQUIRED TO INSURE PROPER DRAINAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL PIPING IS DRAINABLE. ADDITIONAL DRAINS AND PLUGS SHALL BE INSTALLED WHERE REQUIRED TO COMPLY WITH THE ABOVE REFERENCED CODES.

10. ALL NEW ROLL GROOVED AND CUT GROOVED COUPLINGS AND FITTINGS SHALL BE PROVIDED BY A SINGLE

MANUFACTURER. ALL NEW PIPING SHALL BE PROVIDED BY A SINGLE MANUFACTURER.

11. REPLACE EACH CONTROL VALVE WHERE THE NEW BULK MAIN CONNECTS TO EACH RISER. PROVIDE NEW TAMPER SWITCHES WITH NEW CONTROL VALVES AND REUSE EXISTING FIRE ALARM CONNECTION.

1. THE EXISTING WATER SUPPLY HAS NO REPORTED CASES OF M.I.C. - THE WATER SYSTEM IS TREATED

WITH A CORROSION INHIBITOR.

FIRE PROTECTION LEGEND

SPRINKLER OR STANDPIPE PIPE RISER LOCATION

POINT OF CONNECTION

BUTTERFLY VALVE W/TAMPER SWITCH IN VERTICAL

BUTTERFLY VALVE W/TAMPER SWITCH

FIRE DEPARTMENT CONNECTION WITH (2) 21

2" HOSE VALVE CONNECTIONS

FREE STANDING POST INDICATOR VALVE W/TAMPER SWITCH

CONTINUATION

SPRINKLER PIPING UP

SPRINKLER PIPING DOWN

FIRE HYDRANT

FLOW SWITCH

HYDRAULIC REFERENCE NODE

FLUSHING CONNECTION

DESCRIPTION

NEW BULK MAIN PIPING

REFERENCE NOTE CALLOUT

NEW FDC OR SPRINKLER MAIN PIPING

DRY-VALVE LOCATION

F.C.

SYMBOL

HOSE VALVE CABINET

STANDPIPE WITH FIRE DEPARTMENT VALVE

CONTROL VALVE W/TAMPER SWITCH

CHECK VALVE

EXISTING SPRINKLER PIPING

EXISTING SPRINKLER PIPING TO BE REMOVED

BACKFLOW PREVENTOR

POS POINT OF SERVICE FOR THE FIRE PROTECTION WATER SUPPLY

FDV

FDC

VICTAULIC TESTMASTER II #720 TEST AND DRAIN WITH SPLASH BLOCK

ORDINARY HAZARD GROUP 1 OCCUPANCYOH1

ORDINARY HAZARD GROUP 2 OCCUPANCYOH2

2. NFPA 24 (2016 ED.), INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES

THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR DESIGN OF THE FIRE SUPPRESSION SYSTEM

ON THIS PROJECT.

3. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020)

4. FLORIDA BUILDING CODE 7TH EDITION (2020)

FLOW TEST:

CONDUCTED BY: National Fire Protection

DATE/TIME: 09/30/2021

LOCATION: 3500 W. Colonial Drive Orlando, FL 32801

STATIC: 75 PSI

RESIDUAL: 52 PSI

FLOW: 1061.58 GPM

GENERAL

IN GENERAL, FOLLOW THE GUIDELINES BELOW WHEN DEALING WITH EXISTING

CONDITIONS. UNLESS SPECIFICALLY INDICATED OTHERWISE, THESE

GUIDELINES ARE NOT INTENDED TO RESTRICT OR REPLACE PROFESSIONAL

JUDGMENT:

1. USE OF HAZARDOUS CHEMICALS IN DEMOLITION IS PROHIBITED

2. WHERE “DESTRUCTIVE” TYPE INVESTIGATIONS ARE REQUIRED,

COORDINATE SCHEDULE, EXTENT OF “DESTRUCTION” AND

REPAIR/PATCHING WORK WITH “OWNER” PRIOR TO COMMENCEMENT OF

THESE INVESTIGATIONS.

3. SGM ENGINEERING PROVIDED INFORMATION IS SCHEMATIC IN NATURE

PROVIDING AN APPROXIMATE EXISTING CONDITION HOWEVER IS NOT

GUARANTEED TO BE ACCURATE. THE CONTRACTOR SHALL PERFORM ALL

FIELD REVIEWS AND INVESTIGATION NECESSARY TO PERFORM THEIR

SERVICES PRIOR TO COMMENCING WORK. THE FOLLOWING REVIEWS WILL

BE REQUIRED:

a. REVIEW OF CONSTRUCTION DOCUMENTS TITLE - “EXISTING

CONDITION”

b. PHYSICAL FIELD VERIFICATION OF EXISTING CONDITIONS.

CONTRACTOR SHALL COORDINATE THE VERIFICATION IN

PRESENCE OF OWNER OR DESIGNATED STAFF.

c. REVIEW THE DEMOLITION DRAWINGS AND ALLOW FOR UNFORESEEN

CONDITIONS SUCH AS UNDERGROUND OR ABOVE GROUND UTILITIES

AND / OR IN CONCEALED SPACE NOT VISIBLE TO “NAKED EYES”.

4. SITE EXAMINATION IS REQUIRED BY THE CONTRACTOR PRIOR TO

COMMENCEMENT OF ANY WORK. SUBCONTRACTORS WILL ALSO BE

REQUIRED TO FIELD VISIT AND VERIFY EXISTING CONDITIONS PRIOR TO

COMMENCING WORK. ANY UNFORESEEN CONDITIONS MUST BE REPORTED

TO OWNER AND ENGINEER PRIOR TO COMMENCEMENT.

5. AT OWNER'S DISCRETION: CONTRACTORS MAY BE REQUIRED, OR ELECT,

TO PHOTOGRAPHICALLY DOCUMENT EXISTING CONDITIONS OR

INVESTIGATIONS. COPIES, IN ELECTRONIC FORMAT AND HARDCOPY, OF

ALL PHOTOGRAPHS BY THE CONTRACTOR SHALL BE PROVIDED TO THE

OWNER FOR RECORD PURPOSES.

6. PRIOR TO REMOVAL OF ANY EXISTING MATERIALS / OR DEVICES,

COORDINATE WITH THE OWNER AND CLEARLY DEFINE WHAT ITEMS SHALL

BE SALVAGED AND TURNED OVER TO THE OWNER.

SECTION 02 30 00 SUBSURFACE INVESTIGATION

1. THE CONTRACTOR SHALL PROVIDE SITE OR SUBSURFACE INVESTIGATION

JUDGED NECESSARY IN ACCORDANCE WITH THE ENGINEER'S PROJECT

WORK SCOPE. SERVICES MAY INCLUDE:

a. CONTRACTOR SHALL ENGAGE "UTILITY LOCATE" SERVICES FOR

UNDERGROUND UTILITY LINES, SUCH AS POWER, COMMUNICATION,

WATER, SANITARY, STORM, CHILLED WATER, GAS, AND OTHER

RELATED UTILITY LINES.

2. AS-BUILD DRAWINGS - INFORMATION FURNISHED BY THE ENGINEER SHALL

BE FOR CONTRACTOR'S REFERENCE ONLY, AND THE ENGINEER SHALL IN

NO WAY BE HELD RESPONSIBLE FOR ACCURACY OF THE INFORMATION.

HOWEVER: IF THERE IS NO CONFIRMATION FOR AS-BUILD DRAWINGS TO BE

ACCURATE OR NOT, THEREFORE: IT'S CONTRACTOR'S RESPONSIBILITY TO

ISSUE RFIs DURING BIDDING SHOULD ANY EXISTING CONDITION DOES NOT

SHOW CLEAR UNDERSTANDING FOR SCOPE OF WORK.

3. PROTECTION OF EXISTING SITE AND BUILDINGS: PROTECT ALL BUILDINGS,

DRIVES, UNDERGROUND, AND ABOVE GROUND UTILITY LINES, PARKING

AREAS, TREES, WALKS, AND PLANTED AREAS DURING SUBSURFACE AND

UNDERGROUND INVESTIGATIONS. ALL EXISTING SITE ELEMENTS SHALL BE

LEFT IN THEIR ORIGINAL CONDITION. COORDINATE ALL WORK WITH THE

"OWNER" PROJECT MANAGER.

4. PREPARATION OF PLANS FOR BORINGS: IN THE PREPARATION OF PLANS

FOR BORING LOCATIONS, THE CONTRACTOR SHALL STUDY PLANS OF

EXISTING UNDERGROUND UTILITIES AND SHALL LOCATE BORINGS TO

AVOID THESE UTILITIES. DO NOT BEGIN WORK UNTIL IS CLEARED AND

APPROVED BY THE "OWNER."

SECTION 02 41 16 STRUCTURE DEMOLITION

1. DEMOLITION OF FOUNDATIONS: EXTENT OF FOUNDATION DEMOLITION

SHALL BE VERIFIED WITH THE "OWNER" PRIOR TO WORK. WHERE NEW

STRUCTURES WILL REPLACE EXISTING STRUCTURES, THE ENTIRE

FOUNDATION SHALL BE REMOVED. SEE STRUCTURAL DRAWINGS FOR

COORDINATION PRIOR TO COMMENCEMENT.

SECTION 02 41 19 SELECTIVE STRUCTURE DEMOLITION

1. CONTRACTOR SHALL CLEARLY REVIEW AND UNDERSTAND ON THE

CONSTRUCTION DOCUMENTS THE EXTENT OF SELECTIVE DEMOLITION.

PROVIDE COST ALLOWANCE FOR ANY DEMOLITION SHOWS ON THE FLOOR

PLANS, ELEVATIONS, OR DETAILS TO CLEARLY IDENTIFY WHAT IS

SCHEDULED FOR REMOVAL AND WHAT IS SCHEDULED TO REMAIN.

2. IDENTIFY ON THE DEMOLITION PLANS OR SCHEDULE AS TO WHAT ITEMS

SHALL BE TEMPORARILY REMOVED AND RE-USED, AND THOSE ITEMS

WHICH SHALL BE TURNED OVER TO THE OWNER.

3. IDENTIFY ON THE DEMOLITION PLANS THOSE ITEMS WHICH SHALL BE

APPROPRIATELY REMOVED FOR RECYCLING.

SECTION 02 44 00 EQUIPMENT MOVING

1. RELOCATED EQUIPMENT: SPECIAL CONCERN SHALL BE TAKEN WITH

EQUIPMENT RELOCATED FROM EXISTING INSTALLATIONS FOR

REINSTALLATION. CONTRACTOR SHALL ESTABLISH A SCHEDULE FOR

REMOVAL AND REINSTALLATION AND COORDINATE WITH THE OWNER.

2. RELOCATION OF EXISTING EQUIPMENT SHALL INCLUDE:

a. DISCONNECTING AND MOVING TO NEW LOCATION.

b. RESTORATION AND CAPPING OF UTILITIES AT THE OLD LOCATION.

c. SPECIFY THAT THE CONTRACTOR RECORD EXISTING UTILITY PIPING

ARRANGEMENTS TO FACILITATE INSTALLATION.

d. AS SHOWN ON THE CONSTRUCTION DOCUMENT DRAWINGS, THE

CONTRACTOR SHALL BE REQUIRED TO REPLACE UNSALVAGEABLE

PIPING, DUCTWORK, AND WIRING, AND FURNISH ANY NEW PIPING,

DUCTWORK, AND WIRING AS REQUIRED TO COMPLETE

REINSTALLATION, WITHOUT ADDITIONAL COST TO THE OWNER.

EXISTING CONDITIONS GUIDELINES SCOPE OF WORK

THE EXISTING AUTOMATIC SPRINKLER SYSTEM AT THE SHERIFF'S CENTRAL COMPLEX IS CURRENTLY FED BY 5 INDEPENDENT FIRE WATER SUPPLIES AND IS EQUIPPED WITH 2 WALL MOUNTED FDCs. THE 2 FDCs CONNECT TO EACH SPRINKLER ZONE VIA A 4" SUPPLY MAIN AND A CHECK VALVE. THE CHECK VALVES ARE BEGINNING TO FAIL, AND AS A RESULT ARE ALLOWING BACK-FILLING OF THE DIFFERENT ZONES WHEN ONE ZONE IS SHUT OFF AND DRAINED FOR MAINTENANCE. ADDITIONALLY, 2 ZONES HAVE INTERCONNECTED MAIN PIPING AND ARE BACKFILLING EACH OTHER.

THE INTENT OF THIS PROJECT IS TO REMEDY THIS SITUATION BY REDUCING THE 5 WATER SUPPLIES DOWN TO 1 AND THEN SUPPLYING ALL RISERS IN THE BUILDING WITH A NEW 6" BULK MAIN. THE FDCs WOULD THEN BE CONNECTED TO THE NEW BULK MAIN. WITH THIS SYSTEM CONFIGURATION, CONTROL VALVES AT EACH RISER WOULD BE THE DEVICE

PREVENTING WATER FROM ENTERING OTHER ZONES IN LIEU OF CHECK VALVES.

THE SCOPE OF WORK FOR THIS PROJECT SHOULD BE AS FOLLOWS:

1. REMOVE 4 OUT OF 5 EXISTING FIRE WATER SUPPLIES TO BUILDING.

2. PROVIDE NEW 6" BULK MAIN THAT RUNS THROUGH LEVEL 1 OF THE BUILDING TO EACH SPRINKLER RISER

INDIVIDUALLY.

3. DEMO AND REMOVE ALL EXISTING FDC SUPPLY PIPING.

4. PROVIDE NEW FDC SUPPLY PIPING AND TAP INTO NEW 6" BULK MAIN.

5. DEMO AND REMOVE 2-1/2" SPRINKLER MAIN THAT CAUSES CROSS CONNECTION BETWEEN 2 ZONES.

6. PROVIDE NEW 2-1/2" SPRINKLER MAIN TO CLOSE LOOP OF EXISTING ZONE.

GENERAL NOTES

ORANGE COUNTY

SHERIFF'S CENTRAL

COMPLEX FIRE

SPRINKLER RENO

CONSULTANTS

2500 W Colonial Dr, Orlando, FL 32804 (407)-254-7000

OWNER / CLIENT

FIRE PROTECTION SYMBOLS LEGEND

F001

FIRE PROTECTION SYMBOLS LEGEND

AutoCAD SHX Text Sheet Number:

AutoCAD SHX Text Description

AutoCAD SHX Text Date

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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SGM-30X42-BRD.DWG

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AS SHOWN

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04/25/2023 100%%% CONSTRUCTION DOCUMENTS

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STATE OF

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AutoCAD SHX Text No. 93562

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JULIAN M. HARRIS

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FL#93562

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GROOVED PIPING SYSTEM FOR FIRE PROTECTION SERVICES

1.01 GENERAL:

A. SECTION INCLUDES:

1. GENERAL

2. MATERIALS: (VICTAULIC IS BASIS OF DESIGN FOR ALL MATERIALS AND EQUIPMENT. COMPARABLE PRODUCTS OF

DIFFERENT MANUFACTURERS MAY BE SUBMITTED TO ENGINEER FOR APPROVAL, BUT MUST MEET THE MINIMUM

REQUIREMENTS OF THE SPECIFICATIONS BELOW.)

a. PIPE

b. VICTAULIC COUPLINGS

c. VICTAULIC FITTINGS

d. HOLE AND BRANCH OUTLETS

e. VICTAULIC VALVES

f. VICTAULIC SPECIALTIES.

3. EXECUTION

B. SUBMITTALS:

1. FIRE PROTECTION PRODUCTS SHALL BE SHOWN ON DRAWINGS AND PRODUCT SUBMITTALS AND SHALL BE SPECIFICALLY IDENTIFIED WITH THE APPLICABLE VICTAULIC (OR APPROVED EQUAL) SERIES OR DESIGNATION.

2. SPRINKLERS SHALL BE REFERRED TO ON DRAWINGS, SUBMITTALS, AND OTHER DOCUMENTATION, BY THE SPRINKLER IDENTIFICATION OR MODEL NUMBER AS SPECIFICALLY PUBLISHED IN THE APPROPRIATE AGENCY LISTING OR APPROVAL. TRADE NAMES OR OTHER ABBREVIATED DESIGNATIONS SHALL NOT BE ALLOWED.

C. REFERENCES:

1. AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM)

a. ASTM A53 - PIPE, STEEL, BLACK AND HOT-DIPPED, ZINC COATED, WELDED, AND SEAMLESS.

b. ASTM A126-B - GRAY IRON CASTINGS FOR VALVES, FLANGES, AND PIPE FITTINGS.

c. ASTM A153 - ZINC COATING (HOT-DIP) ON IRON AND STEEL HARDWARE.

d. ASTM A183 - CARBON STEEL TRACK BOLTS AND NUTS

e. ASTM A449 - QUENCHED AND TEMPERED STEEL BOLTS AND NUTS

f. ASTM A536 - DUCTILE IRON CASTINGS

g. ASTM B16 - FREE-CUTTING BRASS ROD , BAR AND SHAPES FOR USE IN SCREW MACHINES

h. ASTM B62 - COMPOSITION BRONZE OR OUNCE METAL CASTINGS.

i. ASTM B124 - COPPER AND COPPER ALLOY FORGING ROD, BAR, AND SHAPES.

j. ASTM B584 - COPPER ALLOY SAND CASTINGS FOR GENERAL APPLICATIONS

k. ASTM D-2000 - STANDARD SPECIFICATION SYSTEM FOR RUBBER PRODUCTS IN AUTOMOTIVE APPLICATIONS.

2. AMERICAN WATER WORKS ASSOCIATION:

a. AWWA C606 - GROOVED AND SHOULDERED JOINTS

3. NATIONAL FIRE PROTECTION ASSOCIATION:

a. NFPA-13 - INSTALLATION OF SPRINKLER SYSTEMS

b. NFPA 14 - STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS

D. QUALITY ASSURANCE

1. ALL FIRE PROTECTION COMPONENTS (INCLUDING COUPLINGS, FITTINGS, VALVES AND ACCESSORIES) TO BE SUPPLIED BY ONE MANUFACTURER AND SHALL BE CULUS, UL, AND/OR LISTED AND/OR FM GLOBAL APPROVED.

GROOVING TOOLS SHALL BE OF THE MANUFACTURER AS THE GROOVED COMPONENTS.

2.01 MATERIALS

A. UNDER GROUND DUCTILE IRON PIPE: PIPE: AWWA DUCTILE IRON PIPE, MINIMUM CLASS 53, GROOVED IN ACCORDANCE WITH AWWA C606. RIGID RADIUS GROOVE DIMENSIONS SHALL BE UTILIZED WHERE FLEXIBILITY IS NEITHER REQUIRED NOR DESIRED.

PIPE ENDS SHALL BE FACTORY GROOVED. PIPES JOINED WITH GROOVED FITTINGS SHALL BE JOINED BY A LISTED

COMBINATION OF FITTINGS, GASKETS, AND GROOVES.

1. VICTAULIC, OR APPROVED EQUAL, COUPLINGS: [UL, FM] MANUFACTURED IN TWO OR MORE SEGMENTS OF CAST DUCTILE IRON, CONFORMING TO A-536, GRADE 65-45-12. GASKETS SHALL BE PRESSURE-RESPONSIVE SYNTHETIC RUBBER, FLUSHSEAL® TYPE. MECHANICAL COUPLING BOLTS SHALL BE STAINLESS STEEL CONFORMING TO PHYSICAL PROPERTIES OF ASTM A-193, MINIMUM TENSILE STRENGTH 110,000 PSI (758450 KPA). VICTAULIC STYLE 31.

2. TRANSITION COUPLINGS: [UL, FM] FOR TRANSITION BETWEEN IPS STEEL AND AWWA DUCTILE IRON SIZED PIPE.

HOUSINGS CAST WITH OFFSETTING, ANGLE-PATTERN, BOLT PADS. VICTAULIC STYLE 307.

3. COUPLING GASKETS: SYNTHETIC RUBBER, FLUSHSEAL® CONFIGURATION, CONFORMING TO AWWA PIPE OUTSIDE DIAMETER AND COUPLING HOUSING, MANUFACTURED OF ELASTOMERS AS DESIGNATED IN ASTM D-2000.

a. REFERENCE SHALL ALWAYS BE MADE TO THE LATEST PUBLISHED SELECTION GUIDE FOR VICTAULIC GASKETS

FOR PROPER GASKET SELECTION FOR THE INTENDED SERVICE.

4. FLANGE ADAPTERS: [UL, FM] FOR USE WITH AWWA GROOVED END PIPE AND FITTINGS, FOR MATING TO ANSI CLASS

125 FLANGED COMPONENTS. VICTAULIC STYLE 341.

5. VICTAULIC, OR APPROVED EQUAL, GROOVED END FITTINGS FOR AWWA DUCTILE IRON PIPE: [UL, ] FITTINGS SHALL BE CAST OF DUCTILE IRON CONFORMING TO A-536, GRADE 65-45-12. FITTINGS CONFORM TO ANSI A21.10/AWWA C-110 FOR CENTER-TO-END DIMENSIONS AND WALL THICKNESS, AND AWWA C-153 FOR WALL THICKNESS. GROOVED

ENDS SHALL CONFORM TO AWWA C606.

B. ABOVE GROUND STEEL PIPE: (STANDARD/LIGHTWALL): CARBON STEEL, A-53B/A-106B - ROLL OR CUT GROOVED-ENDS AS APPROPRIATE TO PIPE MATERIAL, WALL THICKNESS, PRESSURES, SIZE AND METHOD OF JOINING. PIPE ENDS TO BE GROOVED IN ACCORDANCE WITH VICTAULIC CURRENT LISTED STANDARDS CONFORMING TO ANSI/AWWA C-606.

C. VICTAULIC, OR APPROVED EQUAL, MECHANICAL COUPLINGS FOR JOINING CARBON STEEL PIPE

1. VICTAULIC, OR APPROVED EQUAL, MECHANICAL COUPLINGS: MANUFACTURED IN TWO SEGMENTS OF CAST DUCTILE IRON, CONFORMING TO ASTM A-536, GRADE 65-45-12. GASKETS SHALL BE PRESSURE-RESPONSIVE SYNTHETIC RUBBER, GRADE TO SUIT THE INTENDED SERVICE, CONFORMING TO ASTM D-2000. MECHANICAL COUPLING BOLTS SHALL BE ZINC PLATED (ASTM B-633) HEAT TREATED CARBON STEEL TRACK HEAD CONFORMING TO ASTM A-449 AND A-183, MINIMUM TENSILE STRENGTH 110,000 PSI (758450 KPA) AS PROVIDED STANDARD VICTAULIC.

a. RIGID TYPE:

1) “INSTALLATION READY” RIGID JOINTS SHALL BE VICTAULIC FIRELOCK® EZ STYLE 009H [CULUS, FM] AND

107N [CULUS], IN SIZES 1-1/4”(DN32) THROUGH 12” (DN300) SIZES. DESIGNED FOR DIRECT “STAB”

INSTALLATION ONTO GROOVED PIPE WITHOUT PRIOR DISASSEMBLY OF THE COUPLING.

2) HOUSINGS SHALL BE CAST WITH OFFSETTING, ANGLE-PATTERN BOLT PADS TO PROVIDE SYSTEM RIGIDITY

AND SUPPORT AND HANGING IN ACCORDANCE WITH NFPA 13.

3) RIGID COUPLINGS SHALL REQUIRE VISUAL PAD-TO-PAD VERIFICATION OF COMPLETE INSTALLATION. TONGUE AND RECESS TYPE COUPLINGS WHICH REQUIRE THE USE OF A TORQUE WRENCH TO ACHIEVE THE EXACT

REQUIRED GAP BETWEEN HOUSINGS ARE NOT PERMITTED.

b. FLEXIBLE TYPE: USE IN SEISMIC AREAS WHERE REQUIRED BY NFPA 13.

1) “INSTALLATION READY” FLEXIBLE JOINTS SHALL BE VICTAULIC STYLE 177N QUICKVIC™ [CULUS, FM], IN SIZES

2”(DN50) THROUGH 8”(DN200), WHICH SHALL BE DESIGNED FOR DIRECT “STAB” INSTALLATION ONTO

GROOVED PIPE WITHOUT PRIOR DISASSEMBLY OF THE COUPLING. .

2) STANDARD FLEXIBLE COUPLINGS SHALL BE VICTAULIC STYLE 77 [UL, FM].

2. MECHANICAL COUPLING GASKETS: PRESSURE-RESPONSIVE, SYNTHETIC RUBBER LISTED FOR USE WITH THE

HOUSINGS.

3. FLANGE ADAPTERS: FOR USE WITH GROOVED END PIPE AND FITTINGS, FOR MATING TO ANSI CLASS 125 / 150 FLANGES. VICTAULIC STYLE 741 OR 744 [UL, FM]. FOR MATING TO ANSI CLASS 300 FLANGES USE VICTAULIC

STYLE 743 [UL, FM].

D. INSTALLATION-READY™ FITTINGS FOR FIRE PROTECTION SYSTEMS

1. INSTALLATION-READY™ FITTINGS FOR GROOVED END STEEL PIPING IN FIRE PROTECTION APPLICATIONS SIZES NPS 1-¼ THRU 2½ (DN 32 THRU DN 65). FITTINGS SHALL CONSIST OF A DUCTILE IRON HOUSING CONFORMING TO ASTM A-536, GRADE 65-45-12, WITH INSTALLATION-READY™ ENDS, ORANGE ENAMEL COATED FITTINGS COMPLETE WITH PRE-LUBRICATED GRADE “E” EPDM TYPE 'A' GASKET; AND ASTM A449 ELECTROPLATED STEEL BOLTS AND NUTS.

SYSTEM SHALL BE UL LISTED FOR A WORKING PRESSURE OF 300 PSI (2065 KPA) AND FM APPROVED FOR WORKING

PRESSURE 365 PSI (2517KPA).

a. FITTINGS SHALL HAVE A SHORTER CENTER-TO-END DIMENSIONS FOR INSTALLATION IN TIGHT SPACES.

b. FITTINGS ARE RIGID, FOR DIRECT STAB INSTALLATION WITHOUT FIELD DISASSEMBLY.

c. INSTALLATION-READY™ FITTINGS SHALL BE VICTAULIC FIRELOCK® STYLE 101, STYLE 102, AND STYLE 103, WHICH SHALL BE DESIGNED FOR DIRECT “STAB” INSTALLATION ONTO GROOVED PIPE WITHOUT PRIOR

DISASSEMBLY OF THE FITTING.

d. FITTINGS SHALL REQUIRE VISUAL PAD-TO-PAD VERIFICATION OF COMPLETE INSTALLATION.

e. FITTING GASKETS: PRESSURE-RESPONSIVE, SYNTHETIC RUBBER LISTED FOR USE WITH THE HOUSINGS.

2. IN LIEU OF THREADED STEEL PIPING SYSTEMS, THE VICTAULIC FIRELOCK IGS SYSTEM WITH “INSTALLATION-READY™ FITTINGS AND COUPLINGS MAY BE USED FOR NPS 1 (DN 25) SCHEDULE 10 AND SCHEDULE 40 CARBON STEEL PIPE IN FIRE PROTECTION APPLICATIONS. SYSTEM RATED FOR A WORKING PRESSURE TO 365 PSI (2517 KPA).

a. GROOVE: IGS “INNOVATIVE GROOVE SYSTEM” GROOVE WITH SHORTENED “A” DIMENSION AND TAPERED

GROOVE BACKSIDE FOR EASE OF INSTALLATION.

b. GROOVING TOOL: VICTAULIC RG2100, WITH IGS CONFIRMATION GAUGE.

c. FITTINGS: DUCTILE IRON HOUSING CONFORMING TO ASTM A-536, GRADE 65-45-12. ORANGE ENAMEL COATED OR

GALVANIZED.

3. VICTAULIC STYLE 101 (90-DEGREE ELBOW), STYLE 102 (TEE), AND STYLE 108 (COUPLING) WITH

INSTALLATION-READY™ ENDS.

4. STYLE 108 SINGLE-BOLT COUPLING PROVIDED WITH EPDM TYPE A PRESSURE RESPONSIVE GASKET WITH VIC-PLUS

LUBRICANT, AND ASTM A449 COMPLIANT ELECTROPLATED STEEL BOLT AND NUT. CRMO ALLOY STEEL COUPLING

LINKAGE.

E. VICTAULIC, OR APPROVED EQUAL, GROOVED END FITTINGS: FITTINGS SHALL BE CAST OF DUCTILE IRON CONFORMING TO ASTM A-536, GRADE 65-45-12 (FIRELOCK®), FORGED STEEL CONFORMING TO ASTM A-234, GRADE WPB 0.375" WALL (9,53 MM WALL), OR FABRICATED FROM STD. WT. CARBON STEEL PIPE CONFORMING TO ASTM A-53, TYPE F, E OR S, GRADE B. FITTINGS PROVIDED WITH AN ALKYD ENAMEL FINISH OR HOT DIP GALVANIZED TO ASTM A-153. ZINC ELECTROPLATED FITTINGS AND

COUPLINGS CONFORM TO ASTM B633. [UL, FM]

1. VICTAULIC, OR APPROVED EQUAL, HOLE-CUT BRANCH OUTLETS:

a. BOLTED BRANCH OUTLET:

· BRANCH REDUCTIONS ON 2"(DN50) THROUGH 8"(DN200) HEADER PIPING. BOLTED BRANCH OUTLETS SHALL BE MANUFACTURED FROM DUCTILE IRON CONFORMING TO ASTM A-536, GRADE 65-45-12, WITH SYNTHETIC RUBBER GASKET, AND HEAT TREATED CARBON STEEL ZINC PLATED BOLTS AND NUTS CONFORMING TO

PHYSICAL PROPERTIES OF ASTM A-183. VICTAULIC STYLE 920 / 920N. [UL, FM]

· HEADER CONNECTIONS FOR SPRINKLERS, DROP NIPPLES, SPRIGS, GAUGES, AND DRAINS ON 1-1/4” THROUGH 2-1/2” HEADER PIPING. OUTLETS SHALL BE MANUFACTURED FROM DUCTILE IRON CONFORMING TO ASTM A-536, GRADE 65-45-12, WITH SYNTHETIC RUBBER GASKET, AND HEAT TREATED CARBON STEEL ZINC PLATED BOLTS AND NUTS CONFORMING TO PHYSICAL PROPERTIES OF ASTM A-183. VICTAULIC FIRELOCK OUTLET TEE

STYLE 922. [UL, FM]

b. STRAPLESS OUTLET:

· 1/2"(DN15) OR 3/4"(DN20) NPT OUTLET ON 4" (DN100) AND LARGER HEADER SIZES RATED FOR 300 PSI (2065

KPA). VICTAULIC STYLE 923. [UL, FM ]

F. VICTAULIC, OR APPROVED EQUAL, GROOVED END VALVES

1. BALL VALVES: [CULUS, FM] 350 PSI (2410 KPA), GROOVED OR THREADED ENDS, BRONZE BODY (ASTM B-584 ALLOY 844), STANDARD PORT, CHROME-PLATED BRASS BALL, STAINLESS STEEL STEM, TFE SEATS, BRASS GEARBOX, WITH

PRE-WIRED SUPERVISORY SWITCHES. VICTAULIC SERIES 728 FIRELOCK®.

2. BUTTERFLY VALVES: [CULUS, FM] 300 PSI (2065 KPA), GROOVED ENDS, BLACK ENAMEL COATED DUCTILE IRON BODY (ASTM A-536, GRADE 65-45-12). ELECTROLESS-NICKEL COATED DUCTILE IRON DISC, WITH PRESSURE-RESPONSIVE ELASTOMER SEAT AND STAINLESS STEEL STEM. (STEM SHALL BE OFFSET FROM THE DISC CENTERLINE TO PROVIDE COMPLETE 360-DEGREE CIRCUMFERENTIAL SEATING.). COMPLETE WITH WEATHERPROOF ACTUATOR AND PRE-WIRED SUPERVISORY SWITCHES. VICTAULIC SERIES 705 FIRELOCK® OR SERIES 707C FIRELOCK®. VICTAULIC

FIRELOCK® SERIES 765 SHALL BE USED FOR HIGH PRESSURE SYSTEMS UP TO 365 PSI CWP.

a. VICTAULIC SERIES 705 FIRELOCK® OR SERIES 707C FIRELOCK® MAY ALSO BE USED FOR FIRE PUMP METERING TEST LINES PER NFPA 20 AND ROOFTOP TEST UNITS, AS WELL AS PRESSURE REDUCING VALVE BY-PASS LINES

PER NFPA 14.

b. NOTE: REFER TO LATEST PUBLISHED VICTAULIC LITERATURE, BUTTERFLY VALVE MATERIAL SELECTION

SECTION, FOR LINER/SEAT AND DISC MATERIAL RECOMMENDATIONS FOR CHEMICAL SERVICE.

3. GATE VALVES: [CULUS, FM].

a. 2-1/2”(DN65) THROUGH 12”(DN300) SIZES OS&Y GATE VALVES: 250 PSI (1725 KPA), GROOVED ENDS. DUCTILE IRON BODY CONFORMING TO ASTM A-536, CAST IRON YOKE AND HANDWHEEL CONFORMING TO ASTM A-126-B;

EPDM COATED ASTM A-126-B CAST IRON DISC; ASTM B16 BRASS RISING STEM; FLANGED AND EPOXY COATED

CAST IRON BONNET; EPDM O-RING STEM SEALS AND BODY GASKET. VICTAULIC SERIES 771.

b. 2-1/2”(DN65) THROUGH 12”(DN300) SIZES NRS GATE VALVES: 250 PSI (1375 KPA), GROOVED ENDS. DUCTILE IRON BODY CONFORMING TO ATSM A-536, BRONZE MOUNTED; EPDM COATED ASTM A-126-B CAST IRON DISC;

ASTM B-16 BRASS NON-RISING STEM; FLANGED AND EPOXY COATED CAST IRON BONNET; EPDM O-RING STEM

STEALS AND BODY GASKET. VICTAULIC SERIES 772.

c. WALL TYPE INDICATOR POST: ASTM A-126-B CAST IRON WALL TYPE INDICATOR POST, WITH ASTM B-62 BRONZE

OPERATING STEM AND CARBON STEEL OPERATING ROD. VICTAULIC SERIES 773.

d. ADJUSTABLE INDICATOR POST VERTICAL TYPE: ASTM A-126-B CAST IRON ADJUSTABLE INDICATOR POST VERTICAL TYPE WITH ASTM A-126-B CAST IRON EXTENSION SLEEVE, ASTM B-62 BRONZE OPERATING STEM AND

CARBON STEEL EXTENSION ROD. VICTAULIC SERIES 774.

4. CHECK VALVES: [CULUS, FM]

a. 2"(DN50) THROUGH 3"(DN75) SIZES SPRING ASSISTED: BLACK ENAMEL COATED DUCTILE IRON BODY, ASTM A-536, GRADE 65-45-12, NON-SLAM TILTING DISC, STAINLESS STEEL DISC AND SPRING, BRASS SHAFT, 365 PSI

(2517 KPA). VICTAULIC SERIES 717H.

b. 4”(DN100) THROUGH 12”(DN300) SIZES SPRING ASSISTED: BLACK ENAMEL COATED DUCTILE IRON BODY, ASTM A-536, GRADE 65-45-12, ELASTOMER ENCAPSULATED DUCTILE IRON DISC SUITABLE FOR INTENDED SERVICE, STAINLESS STEEL SPRING AND SHAFT, WELDED-IN NICKEL SEAT, 250 PSI (1725 KPA). VICTAULIC SERIES 717.

DESIGNED TO ACCEPT A RISER CHECK KIT. VICTAULIC SERIES 717R.

5. ALARM CHECK VALVE: [UL, FM] BLACK ENAMEL COATED DUCTILE IRON BODY CONFORMING TO ASTM A-536, GRADE 65-45-12, ALUMINUM BRONZE CLAPPER, STAINLESS STEEL SPRING AND SHAFT, EPDM SEAL, AND NITRILE SEAT O-RINGS. VALVE INTERNAL PARTS SHALL BE REPLACEABLE WITHOUT REMOVING THE VALVE FROM THE INSTALLED POSITION. WATER WORKING PRESSURE IS 300 PSI. SUITABLE FOR CONSTANT AND VARIABLE PRESSURE SYSTEMS

WITH OPTIONAL SERIES 752 RETARD CHAMBER. VICTAULIC FIRELOCK® SERIES 751.

a. OPTIONAL ACCESSORIES:

· SERIES 752 RETARD CHAMBER: HIGH STRENGTH DUCTILE IRON BODY WITH CORROSION RESISTANT EXTERIOR

AND INTERIOR COATING, SUITABLE FOR OPERATING PRESSURES TO 300 PSI (2065 KPA).

· SERIES 752V RETARD VENT KIT: FOR USE WITH SERIES 752 RETARD CHAMBER WHEN AN ELECTRIC ALARM

PRESSURE SWITCH IS INSTALLED WITHOUT A WATER MOTOR ALARM.

· SERIES 760 WATER MOTOR ALARM: RED ENAMEL FINISHED GONG SHELL, WITH INTERNAL COMPONENTS OF

NON-CORROSIVE STAINLESS-STEEL OR ALUMINUM, WITH UPSTREAM STRAINER.

· ALARM PRESSURE SWITCH: SYSTEM SENSOR MODEL “EPS”.

· WATERFLOW DETECTORS: SYSTEM SENSOR MODEL “WFD”.

G. VICTAULIC, OR APPROVED EQUAL, FIRE PROTECTION SPECIALTIES:

5. ALARM TEST MODULE: [UL, FM] GROOVED OR THREADED ENDS, BRONZE BODY AND BONNET, BRONZE AND COPPER ALLOY INTERNALS WITH STAINLESS STEEL SPRING, DUAL POLYCARBONATE SIGHT GLASSES, AND MALLEABLE IRON HANDWHEEL. UL LISTED AND FM APPROVED FOR SERVICES TO 300 PSI (2065 KPA). VICTAULIC SERIES 720

TESTMASTER™ II.

6. ZONE CONTROL RISER MODULE: [UL, FM] GROOVED END RISER CONTROL MODULE CONSISTING OF AN ORANGE ENAMEL COATED DUCTILE IRON BODY, SYSTEM SENSOR MODEL WFDN / WFDNTH VANE TYPE WATERFLOW DETECTOR, INTEGRAL DRAIN AND TEST, PRESSURE GAUGE AND OPTIONAL PRESSURE RELIEF VALVE.

e. VICTAULIC SERIES 747M: DESIGNED FOR NFPA-13 COMMERCIAL REQUIREMENTS, AND WORKING PRESSURES

TO 365 PSI (2517 KPA).

i. SERIES 747MP FOR PRESSURE RELIEF OPTION.

ii. AVAILABLE WITH TEST ORIFICE FROM K4.2 - K16.8.

f. VICTAULIC SERIES 247: DESIGNED FOR NFPA-13, 13D, AND 13R COMMERCIAL AND RESIDENTIAL REQUIREMENTS, AND WORKING PRESSURES TO 300 PSI (2065 KPA).

g. PRESSURE RELIEF VALVE KIT IS UL AND LISTED AND FM APPROVED FOR WORKING PRESSURES TO 175 PSI

(1200 KPA).

5. LEVEL CONTROL VALVE: LEVEL CONTROL VALVE TO MAINTAIN CONSTANT WATER LEVEL REGARDLESS OF FLUCTUATING DEMAND. VALVE SHALL CONSIST OF A GROOVED, FLANGED, OR THREADED END DUCTILE IRON BODY CONFORMING TO ASTM A536 WITH ELECTROSTATIC POWDER COATED POLYESTER RED COATING [CARBON STEEL BODY TO ASTM A216] [316 STAINLESS STEEL BODY] [NI-AL-BRONZE BODY TO ASTM B148]. VALVE INTERNAL COMPONENTS SHALL BE STAINLESS STEEL, WITH POLYAMIDE FABRIC REINFORCED POLYISOPRENE [NBR] [EPDM] ELASTOMER SEALS. THE VALVE SHALL HAVE AN UNOBSTRUCTED FLOW PATH, WITH NO STEM GUIDE OR SUPPORTING RIBS. VALVE ACTUATION SHALL BE ACCOMPLISHED BY A FULLY PERIPHERALLY SUPPORTED, ONE-PIECE BALANCED ROLLING-DIAPHRAGM, VANIZED WITH A RUGGED RADIAL SEAL DISK. THE DIAPHRAGM ASSEMBLY SHALL BE THE ONLY MOVING PART. CONTROL TRIM SYSTEM SHALL BE 316 STAINLESS STEEL [BRASS]

[MONEL AND ALUMINUM-BRONZE] [HASTELLOY C276].

a. CONTROL OPTIONS:

i. SERIES 866-460 - MODULATING HORIZONTAL FLOAT.

ii. SERIES 866-465 - BI-LEVEL ELECTRIC FLOAT

iii. SERIES 866-466 - BI-LEVEL VERTICAL FLOAT

iv. SERIES 866-467 - 2-WAY VERTICAL FLOAT

v. SERIES 866-480 - 3-WAY ALTITUDE PILOT

vi. SERIES 866-482 - MODULATING ALTITUDE PILOT

b. VALVE SHALL BE SUITABLE FOR WORKING PRESSURE TO 250 PSI [1725-KPA] AND WATER OPERATING TEMPERATURES TO 122°F [50°C]. ALL INTERNAL COMPONENTS SHALL BE REPLACEABLE WITHOUT REMOVING THE VALVE FROM THE INSTALLED POSITION. BASIS OF DESIGN: VICTAULIC SERIES 866-4XX.

3.01 EXECUTION:

A. INSTALLATION:

1. PIPE ENDS SHALL BE CLEAN AND FREE FROM INDENTATIONS, PROJECTIONS AND ROLL MARKS IN THE AREA FROM

PIPE END TO GROOVE.

2. THE GASKET STYLE AND ELASTOMERIC MATERIAL (GRADE) SHALL BE VERIFIED AS SUITABLE FOR THE INTENDED

SERVICE AS SPECIFIED.

3. SEE THE LATEST COPY OF VICTAULIC'S FIELD ASSEMBLY AND INSTALLATION INSTRUCTION POCKET HANDBOOK (I-100) FOR GROOVED FITTINGS. SUPPLEMENTAL HANDBOOKS FOR SPECIFIC PRODUCT INSTALLATIONS (I-009/009V, I-40, I-705W, ETC.) SHALL BE PROVIDED BY VICTAULIC AND USED BY THE CONTRACTOR.

B. TRAINING:

1. VICTAULIC'S FACTORY TRAINED FIELD REPRESENTATIVE SHALL PROVIDE ON-SITE TRAINING FOR CONTRACTOR'S FIELD PERSONNEL IN THE USE OF GROOVING TOOLS, APPLICATION OF GROOVE, AND PRODUCT INSTALLATION.

C. APPLICATION:

1. VICTAULIC'S REPRESENTATIVE SHALL PERIODICALLY VISIT THE JOB SITE AND REVIEW INSTALLATION. CONTRACTOR

SHALL REMOVE AND REPLACE ANY IMPROPERLY INSTALLED PRODUCTS.

2. VICTAULIC GROOVED MECHANICAL PIPE COUPLINGS, FITTINGS, VALVES AND OTHER GROOVED COMPONENTS MAY

BE USED AS AN OPTION TO WELDING, THREADING OR FLANGED METHODS.

3. ALL GROOVED COMPONENTS SHALL CONFORM TO LOCAL CODE APPROVAL AND/OR AS LISTED BY UL/ CULUS, FM, OR

NFPA.

4. GROOVED END PRODUCT MANUFACTURER TO BE ISO-9001 CERTIFIED.

ORANGE COUNTY

SHERIFF'S CENTRAL

COMPLEX FIRE

SPRINKLER RENO

CONSULTANTS

2500 W Colonial Dr, Orlando, FL 32804 (407)-254-7000

OWNER / CLIENT

FIRE PROTECTION SPECIFICATIONS

F002

FIRE PROTECTION SPECIFICATIONS

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SUPPLY FROM RISER.

CAP AND SEAL BELOW

FINISHED FLOOR.

MATCHLINE FD201

MATCHLINE FD202

MATCHLINE FD201

MATCHLINE FD202

DEMO AND REMOVE SECTION OF

PIPING CAUSING CROSS CONNECTION

BETWEEN 2 ZONES.

DEMO AND REMOVE

SECTION OF PIPING

CAUSING CROSS

CONNECTION

BETWEEN 2 ZONES.

GENERAL NOTES:

a. ALL WORK SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF NFPA 13 - 2016, THE FLORIDA

BUILDING CODE 7TH EDITION (2020), AND THE

FLORIDA FIRE PREVENTION CODE.

b. THE EXISTING CEILINGS WILL NEED TO BE

PARTIALLY REMOVED TO ALLOW THE NEW

SPRINKLER WORK TO COMMENCE. ANY EXISTING

CEILINGS THAT ARE DAMAGED DURING THE

CONSTRUCTION PHASE SHALL BE REPLACED

WITH NEW MATCHING THE EXISTING AT NO

ADDITIONAL COST.

ORANGE COUNTY

SHERIFF'S CENTRAL

COMPLEX FIRE

SPRINKLER RENO

CONSULTANTS

2500 W Colonial Dr, Orlando, FL 32804 (407)-254-7000

OWNER / CLIENT

FIRE PROTECTION DEMO PLAN - 1ST FLOOR AREA A

FD201

FIRE PROTECTION DEMO PLAN - 1ST

FLOOR AREA A

00 8' 16'4'SCALE: 1/8"=1'-0"

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DISCONNECT 8" FIRE

SUPPLY FROM RISER.

CAP AND SEAL BELOW

FINISHED FLOOR.

MATCHLINE FD201

MATCHLINE FD202

MATCHLINE FD201

MATCHLINE FD202

DEMO AND REMOVE

4" FDC PIPING.

DEMO AND REMOVE

CHECK VALVE.

GENERAL NOTES:

a. ALL WORK SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF NFPA 13 - 2016, THE FLORIDA

BUILDING CODE 7TH EDITION (2020), AND THE

FLORIDA FIRE PREVENTION CODE.

b. THE EXISTING CEILINGS WILL NEED TO BE

PARTIALLY REMOVED TO ALLOW THE NEW

SPRINKLER WORK TO COMMENCE. ANY EXISTING

CEILINGS THAT ARE DAMAGED DURING THE

CONSTRUCTION PHASE SHALL BE REPLACED

WITH NEW MATCHING THE EXISTING AT NO

ADDITIONAL COST.

ORANGE COUNTY

SHERIFF'S CENTRAL

COMPLEX FIRE

SPRINKLER RENO

CONSULTANTS

2500 W Colonial Dr, Orlando, FL 32804 (407)-254-7000

OWNER / CLIENT

FIRE PROTECTION DEMO PLAN - 1ST FLOOR AREA B

FD202

FIRE PROTECTION DEMO PLAN - 1ST

FLOOR AREA B

00 8' 16'4'SCALE: 1/8"=1'-0"

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AutoCAD SHX Text 2022-335

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1300-FD201-2022335.DWG

AutoCAD SHX Text Drawing File Name:

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AS SHOWN

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JMH

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JMH

AutoCAD SHX Text Issue:

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04/25/2023 100%%% CONSTRUCTION DOCUMENTS

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JMH

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STATE OF

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AutoCAD SHX Text No. 93562

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JULIAN M. HARRIS

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FL#93562

2½

BRASS FDC

4"x2½"x2½"

4" FDC

2½

2½"

1¼"

1½"

1" 1" 1¼"

1" 1"

2" 2"

2"2" 2"

1" 1" 1"

2"2"

2" 2"

1" 1"

1"2"

2"1"

2" 2"

2½" 2½" 2½" 2½" 2½" 2½" 2½" 2½"

2½

2"2"

1½"

1¼"

2"2"

1¼

1" 1"

1"1"

1" 1"

1" 1" 1"

2"1" 1½" 1"

2"2"1¼"

1¼"1"

2"2"1½"

1¼

1" 1"

1½"

1" 1"

2" 1½"

1¼

2"1½"

1¼

2" 2" 2"

1¼

1½" 1¼" 1"2"2"1½"1¼"1"

2"1½"1¼"

1¼"

1½"1¼"

2"1½"1"

1½"1¼"1"

1½"

1½" 1¼"

1" 1"

1½"

1½"1¼"

1¼"

1½"

1¼"

1½" 1¼"

1½"

1½"1¼"

1¼"

1½" 1¼"

1¼

1¼"

1½"

1½" 1¼"1¼

1½"

1"1¼"1½"

2"2"2" 2"

1¼"

1¼

2½" 2½" 2½" 2½" 2½" 2½" 2½" 2½" 2½" 2½" 2½"

2½

DRY

1"1" 1"

2½"

2½

EXISTING DRY PIPE VALVE

ASSEMBLY

1¼

DISCONNECT 8" FIRE

SUPPLY FROM RISER.

CAP AND SEAL BELOW

FINISHED FLOOR.

MATCHLINE FD203

MATCHLINE FD204

MATCHLINE FD203

MATCHLINE FD204

1" 1"

DEMO AND

REMOVE 4"

FDC PIPING.

DEMO AND

REMOVE 4"

FDC PIPING.

DEMO AND REMOVE

4" FDC PIPING.

DEMO AND REMOVE 4" FDC

PIPING UP TO AND INCLUDING

CHECK VALVE.

DEMO AND REMOVE

CHECK VALVE.

DEMO AND

REMOVE 4"

FDC PIPING.

WALL MOUNTED

FDC EXISTING TO

REMAIN.

GENERAL NOTES:

a. ALL WORK SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF NFPA 13 - 2016, THE FLORIDA

BUILDING CODE 7TH EDITION (2020), AND THE

FLORIDA FIRE PREVENTION CODE.

b. THE EXISTING CEILINGS WILL NEED TO BE

PARTIALLY REMOVED TO ALLOW THE NEW

SPRINKLER WORK TO COMMENCE. ANY EXISTING

CEILINGS THAT ARE DAMAGED DURING THE

CONSTRUCTION PHASE SHALL BE REPLACED

WITH NEW MATCHING THE EXISTING AT NO

ADDITIONAL COST.

ORANGE COUNTY

SHERIFF'S CENTRAL

COMPLEX FIRE

SPRINKLER RENO

CONSULTANTS

2500 W Colonial Dr, Orlando, FL 32804 (407)-254-7000

OWNER / CLIENT

FIRE PROTECTION DEMO PLAN - 1ST FLOOR AREA C

FD203

FIRE PROTECTION DEMO PLAN - 1ST

FLOOR AREA C

00 8' 16'4'SCALE: 1/8"=1'-0"

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CORRIDOR

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ELECTRICAL

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MEN'S

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FUTURE

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EXPANSION

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CORRIDOR

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CORRIDOR

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RECEPTION

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RECORDS

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OFFICE

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OFFICE

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OFFICE

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CORRIDOR

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SCRUB

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FUTURE

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EXPANSION

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WOMEN'S

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MECHANICAL

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CORRIDOR

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SUPPLY

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JANITOR

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MEN'S

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ELECTRICAL

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CORRIDOR

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IDF

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CORRIDOR

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OFFICE

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CHIEF

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OFFICE

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EXISTING

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STAIR #5

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FUTURE

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EXPANSION

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OFFICE

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CORRIDOR

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OFFICE

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TACTICAL BRIEFING

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ROOM

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OPEN

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OFFICE

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OPEN

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OFFICE

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EQUIP.

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OPEN

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OFFICE

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CHIEF

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AUTO THEFT

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GARAGE

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OFFICE

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OFFICE

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OPEN

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OFFICE

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FILE

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OFFICE

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OFFICE

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VAULT

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OFFICE

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OFFICE

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CONFERENCE

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ROOM

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KEYPLAN

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NTS

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AutoCAD SHX Text Engineer of Record:

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AutoCAD SHX Text 2022-335

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AutoCAD SHX Text Project Name:

AutoCAD SHX Text

1300-FD201-2022335.DWG

AutoCAD SHX Text Drawing File Name:

AutoCAD SHX Text Design By:

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

JMH

AutoCAD SHX Text

JMH

AutoCAD SHX Text Issue:

AutoCAD SHX Text

04/25/2023 100%%% CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

JMH

AutoCAD SHX Text

STATE OF

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AutoCAD SHX Text No. 93562

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JULIAN M. HARRIS

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FL#93562

2½

1"1" 1"

1¼

1¼"

1½"

1½" 2" 2" 2"

2" 2"

1½"

1¼" 1"

1½" 1¼" 1" 1"

1½"

1"1" 1"

1½" 1" 1"

1¼"

1" 1"

2½

1" 1"

2½

2" 2" 2" 2" 1"

2" 2"

2" 2"2"

1½" 1¼"

2"2"

1"1"

1"2"

1" 1"

2" 1½" 1"

1" 1"

2½

2½"2½"2½"2½"2½"2½"2½"2½"2½"2½"2½"

2½

2½"

1¼"

1¼

2"2"

1½

1"1¼"

1½ "1¼"1½"

2½

2½"2½"

1" 1¼

1½

2" 2"

1¼

1½

2" 2"

1" 1¼

1½

2" 2"

1" 1¼" 1½"2"

1½"

1¼"1½"

1½" 1"

1¼"

2½ "2"

1¼"

2"2"

2" 2"

1¼

2" 2"

1¼

1½"1¼"1"

2"2"1½"1¼"

2" 2"1½"1¼"

1½" 1¼"

1¼"

1½"1¼" 1¼"

2" 1½" 1¼"

1½"

1½" 1¼"

1¼"

1½"

1¼

1½" 1¼"1¼

2"2"

2"2"1½"

1½"1¼"

1¼"

2" 2"

2" 2" 1"

2" 2"

1½

1¼

2" 1½

1¼

1¼"

DISCONNECT 8" SUPPLY

FROM RISER. PREPARE TO

CONNECT NEW 6" BULK

MAIN TO 8" SUPPLY.

1½

1¼

1" 2"

2½

DISCONNECT 8" FIRE

SUPPLY FROM RISER.

CAP AND SEAL BELOW

FINISHED FLOOR.

MATCHLINE FD201

MATCHLINE FD202

MATCHLINE FD203

MATCHLINE FD204

MATCHLINE FD203

MATCHLINE FD204

DEMO EXISTING

FDC UP TO WALL

MOUNTED FDC.

DEMO AND

REMOVE 4"

FDC PIPING.

DEMO AND

REMOVE 4"

FDC PIPING.

DEMO AND

REMOVE 4"

FDC PIPING.

DEMO AND REMOVE

DEMO AND

REMOVE 4"

FDC PIPING.

DEMO AND

REMOVE 4"

FDC PIPING.

DEMO AND REMOVE

CHECK VALVE.

DEMO AND

REMOVE CHECK

VALVES.

8" UNDERGROUND D.I.

FIRE SUPPLY EXISTING

TO REMAIN.

WALL MOUNTED

FDC EXISTING TO

REMAIN.

GENERAL NOTES:

a. ALL WORK SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF NFPA 13 - 2016, THE FLORIDA

BUILDING CODE 7TH EDITION (2020), AND THE

FLORIDA FIRE PREVENTION CODE.

b. THE EXISTING CEILINGS WILL NEED TO BE

PARTIALLY REMOVED TO ALLOW THE NEW

SPRINKLER WORK TO COMMENCE. ANY EXISTING

CEILINGS THAT ARE DAMAGED DURING THE

CONSTRUCTION PHASE SHALL BE REPLACED

WITH NEW MATCHING THE EXISTING AT NO

ADDITIONAL COST.

ORANGE COUNTY

SHERIFF'S CENTRAL

COMPLEX FIRE

SPRINKLER RENO

CONSULTANTS

2500 W Colonial Dr, Orlando, FL 32804 (407)-254-7000

OWNER / CLIENT

FIRE PROTECTION DEMO PLAN - 1ST FLOOR AREA D

FD204

FIRE PROTECTION DEMO PLAN - 1ST

FLOOR AREA D

00 8' 16'4'SCALE: 1/8"=1'-0"

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SUPPLY

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CORRIDOR

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EXISTING

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This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 11, 2025.