Medical_Examiner_Plans.pdf

PDF 9 MB Posted Nov 6, 2025

Attached to: Volusia County Life Safety Systems Inspection, Testing and Repairs
Solicitation number: 26-B-18LL
Issued by: Volusia County, Florida

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Written by GovTribe AI · Dec 29, 2025

Medical Examiner Building Fire Protection Plans - Volusia County, Florida

This document comprises fire protection engineering design plans for the proposed Medical Examiner building located at 3891 Tiger Bay Road, Daytona Beach, Florida 32124, under contract number PAX2214-48, prepared for Volusia County by Century Fire Protection, LLC and Fire and Life Safety America. The plans encompass a comprehensive wet pipe automatic fire sprinkler system designed in accordance with NFPA #13 (2016 Edition), Florida Building Code (7th Edition), and Florida Fire Prevention Code (7th Edition), serving the 19,892 square-foot single-story facility. The sprinkler system includes 203 total automatic sprinkler heads distributed across five hydraulic design areas with varying occupancy classifications: mechanical/sally port (Ordinary Group I, 370.6 gpm), autopsy transition (Ordinary Group I, 209.4 gpm), autopsy supply (Ordinary Group I, 167.2 gpm), autopsy room (Light Hazard, 348.9 gpm), and open office (Light Hazard, 196.5 gpm). The system utilizes wet pipe technology with no fire pump or storage tank required based on adequate existing water supply (75 PSI static pressure, 45 PSI residual pressure, 920 GPM available flow). Additionally, clean agent NOVEC-1230 suppression systems have been designed for Case Files Room 124 and Property/Evidence Room 318, each equipped with independent 140-pound NOVEC-1230 cylinders (134 pounds and 101 pounds respectively), photoelectric smoke detection, release control panels, and discharge warning systems per NFPA #2001 (2018 Edition) standards.

The plans include detailed utility schematics, fire riser assemblies, sprinkler head specifications using Reliable QuickResponse models (5.6 and 8.0 K-factors with various finishes), hanger location and support spacing requirements, hydraulic calculations by design area, and complete installation details with wiring diagrams, piping specifications, and device summaries. All piping utilizes Schedule 40 black steel (1-2 inch threaded) and Schedule 10 black steel (2.5+ inch grooved) with ductile iron fittings per manufacturer specifications. The system design incorporates a new 8-inch underground water main connection to the existing 6-inch water supply with double-check detector assembly, fire department connection (FDC), and fire hydrant flow test data dated July 25, 2022. Revisions were made November 28, 2022, per architect/engineer review comments, with as-built documentation completed September 26, 2023. The owner (Volusia County Florida) is responsible for maintaining minimum 40°F temperature throughout wet pipe system areas and for all ongoing inspection, testing, and maintenance per NFPA #25 (2017 Edition), with the general contractor listed as Wharton-Smith, Inc.

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(E)

PROPOSED

MEDICAL EXAMINER

BUILDING

19,892 ft²

FFE = 41.0

DATE

LOCAT

SOURCE

NORTH

vicinity plan

NOT TO SCALE

7'-6" 0'-0"

15'-0" 30'-0"3'-9"

FIRE UTILITY PLAN

SCALE: 1"= 30'-0"

60'-0"

PROJECT:

DATE:

CONTRACT NO.

DRAWN BY:

SCALE:

AREA:

11/03/22

3891 Tiger Bay Road

Daytona Beach, FL 32124

PAX2214-48

TN / DL

UTILITY PLAN AND DETAILS

ORLANDO OFFICE

201 TECH DRIVE

SANFORD, FL 32771

PHONE: (321) 319-8850

FAX: (407) 549-2515

FP 1.0

AS NOTED

AHJ: BLDG PERMIT:VOLUSIA COUNTY

Volusia County

Office of the District Medical Examiner

FIRE PROTECTION

DeLand, FL 32720

123 West Indiana Ave

REVISIONS

OWNER:

BYDATE

Volusia County Florida

NO ALTERATIONS, REPRODUCTIONS OR USE OF THE CONTENTS

IN PART OR IN FULL MAY BE MADE WITHOUT THE PERMISSION

OF CENTURY FIRE PROTECTION, LLC.

GENERAL NOTES

Sanford, FL 32771

750 Monroe Road

GENERAL CONTRACTOR:

Wharton-Smith, Inc.

0'-6" 0'-0"

1'-0" 2'-0"0'-3"

FIRE RISER DETAIL

SCALE: 1

2"= 1'-0"

4'-0"

NOTE: UTILITY PLAN SHOWN FOR HYDRAULIC REFERENCE ONLY - SEE CONTRACT CIVIL DRAWINGS (ALL SITE WORK BY OTHERS)

11/28/22 1 REVISED PER A/E REVIEW COMMENTS DL

C F P

A S

-B U

9/26/23 2 AS-BUILTS DL

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STEEL FRAMING HANGER DETAIL

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ALL THREAD ROD

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BEAM CLAMP

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BAND HANGER

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SPRINKLER PIPE

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STRUCTURAL STEEL MEMBER

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STANDARD FIRE PROTECTION SYMBOLS

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HYDRAULIC CALCULATION REFERENCE NODE

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DISTANCE FROM CENTER OF PIPE TO UNDERSIDE OF DECK

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DISTANCE FROM CENTER OF PIPE TO FINISHED FLOOR

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HANGER

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GROOVED COUPLING

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HANGER LOCATION CHART

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4'-0" MAX.

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3" MIN.

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3" MIN.

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12'-0" MAX.

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PIPE SIZE

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5'-0" MAX.

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HANGER RING

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3" MIN.

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15'-0" MAX.

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STEEL PIPE

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3'-0" MAX.

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UPRIGHT SPRINKLER HEAD

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12'-0" MAX.

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DENOTES EXISTING PIPE

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EXISTING SPRINKLER TO REMAIN

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DENOTES NEW 1" SCH 40 BLACK PIPE

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STEEL FRAMING TRAPEZE HANGER DETAIL

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ALL THREAD ROD

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BEAM CLAMP

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STRUCTURAL STEEL MEMBER

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ALL THREAD ROD

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STRUT CHANNEL (SLOTTED)

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NUT & WASHER (TYP)

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CENTER OF TILE DETAIL

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‚ = CENTERLINE OF TILE= CENTERLINE OF TILE

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14 TILE LENGTH

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14 TILE LENGTH

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ACCEPTABLE ALTERNATE LOCATIONS

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AUTOMATIC SPRINKLER (TYP)

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CONCRETE SLAB

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ALL THREAD ROD

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CONCRETE INSERT

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BAND HANGER

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PENDENT SPRINKLER

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1" NIPPLE

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1" 90 ELL

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1" 90 ELL

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1" NIPPLE

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REDUCING CPLG

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ESCUTCHEON

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1" DEFLECTOR

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FINISH CLG

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MAX. UNSUPPORTED LENGTH

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PER NFPA#13 9.2.3.5

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RETURN BEND DETAIL

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SEMI-RECESSED PENDENT

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SPRINKLER PIPE

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AUXILIARY DRAIN DETAIL

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HANGER TO STRUCTURE

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LOW MAIN / BRANCH LINE PIPE

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CONCRETE DECK

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SAMMY FOR CONCRETE DETAIL

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ALL THREAD ROD

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BAND HANGER

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SAMMY FOR CONCRETE

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RETURN BEND DETAIL

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CONCEALED PENDENT SPRINKLER

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1" NIPPLE

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1" 90 ELL

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1" 90 ELL

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1" NIPPLE

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REDUCING CPLG

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COVERPLATE

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MAX. UNSUPPORTED LENGTH

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PER NFPA#13 9.2.3.5

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CONCEALED PENDENT

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SPRINKLER PIPE

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1" NIPPLE

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INSULATED FREEZER CEILING STRUCTURE

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1-3/4" DIA. SPRINKLER BARREL CLEARANCE HOLE

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SPRINKLER BARREL

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WET SYSTEM PIPE

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DRY TYPE PENDENT SPRINKLER

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SEALANT

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PLUG

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TEE

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PENDENT SPRINKLER DETAIL

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COOLER / FREEZER DRY

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SCREWED PLUG

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SPRINKLER SYSTEM

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MANUAL AIR RELEASE

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RISER WITHOUT TRAP

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ISOLATION BALL VALVE FOR

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HIGHEST PIPE REMOTE FROM

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CONNECTION TO WET

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MANUAL AIR VENT DETAIL

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AutoCAD SHX Text NOTES: MANUAL AIR VENT ON EACH WET PIPE SYSTEM PROVIDED PER NFPA #13 SECTIONS 7.1.5 AND 8.16.6 (2) (REFERENCE 2016 EDITION FUTURE REQUIREMENT) ARRANGEMENT PROVIDED IS SCHEMATIC, MODIFY TO SUIT CONDITIONS

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FIRE SPRINKLER

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RISER ASSEMBLY- SEE DETAIL

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NEW FIRE

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HYDRANT

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FIRE SPRINKLER

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RISER ASSEMBLY- SEE DETAIL

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NEW 8" DCDA AMES

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MODEL 3000SS

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POINT OF SERVICE

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LOCATION

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EX 6" WATER MAIN

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NEW 8" TAP & GATE

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VALVE (PROVIDED BY DAYTONA UTILITIES)

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EX FIRE HYDRANT.

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POINT OF SUPPLY

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FOR HYDRAULIC

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CALCULATIONS.

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NEW FIRE

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HYDRANT

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NEW FDC

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NEW 6" CHECK

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VALVE IN UG

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VALVE BOX

AutoCAD SHX Text FIRE HYDRANT FLOW TEST LOCATION: ON SITE DATE: 07/25/22 PERFORMED BY: CENTURY FIRE PROTECTION WITNESSED BY: DAYTONA UTILITIES REP STATIC PRESSURE: 75 PSI RESIDUAL PRESSURE: 45 PSI FLOW: 920 GPM

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NEW 8" DI PIPE

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FIRE LINE

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NEW 6" PVC PIPE

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FIRE LINE

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FIRE LINE TO FDC

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NEW 6" PVC PIPE

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WATER SERVICE TO

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BUILDING

AutoCAD SHX Text FIRE PROTECTION DESIGN CRITERIA 61G15-32.003 (1) (2) (5) 1.) SCOPE OF WORK: FIRE PROTECTION SYSTEM FOR NEW CONSTRUCTION 1 STORY MEDICAL FIRE PROTECTION SYSTEM FOR NEW CONSTRUCTION 1 STORY MEDICAL EXAMINER'S BUILDIONG. BUILDING SHALL BE PROTECTED WITH A WET AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA #13, 2016 EDITION 2.)ACCEPTABLE TEST CRITERIA: TESTING OF FIRE PROTECTION SYSTEM AND ITS TESTING OF FIRE PROTECTION SYSTEM AND ITS COMPONENTS SHALL COMPLY WITH ALL APPLICABLE ITEMS PER NFPA #13, 2016 EDITION, FIGURES 10.10.1 AND 25.1, CONTRACTOR'S MATE4RIAL AND TEST CERTIFICATE FOR ABOVE AND UNDERGROUND PIPING. SYSTEMS SHALL BE HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI PRESSURE FOR 2 HOURS, OR AT 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE, WHEN THE MAXIMUM PRESSURE TO BE MAINTAINED IN THE SYSTEMS IS IN EXCESS OF 150 PSI. THE TESTING PRESSURE SHALL BE READ FROM A GAUGE LOCATED AT THE LOW ELEVATION POINT OF THE INDIVIDUAL SYSTEMS OR PORTION OF THE SYSTEM BEING TESTED. THE CONTRACTOR SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS IN ACCORDANCE WITH NFPA #13. COMPLETE THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE(S), AND FORWARD THE APPROVED CERTIFICATE(S) TO THE ARCHITECT / ENGINEER FOR APPROVAL OF THE INSTALLATION. ALL TEST CERTIFICATE(S) SHALL BE DATED, SIGNED AND WITNESSED BY AHJ, SUBMIT ONE COPY OF EACH TEST CERTIFICATE TO ARCHITECT / ENGINEER. 5.)STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS: THE SUPPORT SYSTEMS FOR THIS THE SUPPORT SYSTEMS FOR THIS BUILDING SHALL BE DESIGNED BY A STATE LICENSED STRUCTURAL ENGINEER IN ACCORDANCE WITH F.A.C., PLEASE REFER TO STRUCTURAL DRAWINGS FOR LIVE AND DEAD LOADING INFORMATION. THERE ARE NO SIGNIFICANT STRUCTURAL OPENINGS THAT WILL BE REQUIRED FOR THIS FIRE SPRINKLER SYSTEM. 61G15-32.004 (2) A-L A.)POINT OF SERVICE: POINT OF CONNECTION SHALL BE TO AN EXISTING WATER SUPPLY POINT OF CONNECTION SHALL BE TO AN EXISTING WATER SUPPLY MAIN ON SITE. POINT OF SERVICE OCCURS WHEN THE UNDERGROUND PIPING FOR THE FIRE SPRINKLER SYSTEM BECOMES EXCLUSIVELY FOR THE FIRE PROTECTION SYSTEM. ONE FIRE DEPARTMENT CONNECTION SHALL BE LOCATED ON SITE. REFER TO UTILITY DRAWING FOR LOCATION OF POS AND FDC. B.)APPLICABLE STANDARDS TO BE APPLIED: FLORIDA BUILDING CODE, 7 EDITION TH EDITION FLORIDA FIRE PREVENTION CODE, 7 EDITION TH EDITION NFPA #13, 2016 EDITION, AUTOMATIC SPRINKLER SYSTEMS NFPA #24, 2016 EDITION, PRIVATE FIRE SERVICES MAINS AND THEIR APPURTENANCES NFPA #25, 2017 EDITION, INSPECTION, TESTING & MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS C.)CLASSIFICATIONS OF HAZARD OCCUPANCY PER NFPA #13: LIGHT HAZARD OCCUPANCIES INCLUDE OCCUPANCIES HAVING USES AND CONDITIONS SIMILAR TO THE FOLLOWING: OFFICE SPACES, BREAK ROOMS, CONFERENCE ROOMS, BATHROOMS, AND CORRIDORS ORDINARY HAZARD GROUP I OCCUPANCIES INCLUDE OCCUPANCIES HAVING USES AND CONDITIONS SIMILAR TO THE FOLLOWING: STORAGE ROOMS, ELECTRICAL ROOMS, MECHANICAL ROOMS, AND IT ROOMS EXTRA HAZARD GROUP I OCCUPANCIES INCLUDE OCCUPANCIES HAVING USES AND CONDITIONS SIMILAR TO THE FOLLOWING: BIO WASTE STORAGE ROOMS DENSITY / AREA: LIGHT HAZARD: 0.10 GPM/SQ. FT. OVER THE MOST DEMANDING 1500 SQ.FT. AREA OF SPRINKLER OPERATION. AN ADDITIONAL 100 GPM SHALL BE ADDED FOR A TOTAL COMBINED INSIDE AND OUTSIDE HOSE STREAM DEMAND ORDINARY HAZARD: 0.15 GPM/SQ. FT. OVER THE MOST DEMANDING 1500 SQ.FT. AREA OF SPRINKLER OPERATION. AN ADDITIONAL 250 GPM SHALL BE ADDED FOR A TOTAL COMBINED INSIDE AND OUTSIDE HOSE STREAM DEMAND AREA REDUCTION BASED ON NFPA #13, 2016 EDITION, SECTION 11.2.3.2.3.1 SHALL BE ALLOWED AUTOMATIC SPRINKLER COVERAGE: LIGHT HAZARD SHALL BE MAXIMUM OF 225 SQ.FT. PER STANDARD COVERAGE A/S ORDINARY HAZARD SHALL BE A MAXIMUM OF 130 SQ.FT. PER STANDARD COVERAGE A/S EXTRA HAZARD SHALL BE A MAXIMUM OF 100 SQ.FT. PER STANDARD COVERAGE A/S EXTENDED COVERAGE A/S USED UNDER MANUFACTURER'S LISTED REQUIREMENTS D.)CHARACTERISTICS OF THE WATER SUPPLY TO BE USED: THE EXISTING WATER MAIN IS AN THE EXISTING WATER MAIN IS AN 6" CIRCULATING MAIN LOCATED ON SITE ADJACENT TO THE EXISTING BUILDING. BASED ON THE FLOW TEST DATA RECEIVED, THE DURATION WILL SUPPORT THE DESIGN CRITERIA. A NEW 8" UNDERGROUND WATER MAIN CONNECTS TO EXISTING 6" UNDERGROUND WATER SUPPLY. THE NEW 8" UNDERGROUND MAIN EXTENDS TO THE NEW BUILDING WITH A DOUBLE CHECK DETECTOR ASSEMBLY AND REDUCES TO A 6" SUPPLY AT THE TEE INTERSECTION BRANCH TO THE BUILDING. THE NEW 6" UNDERGROUND SUPPLY MAIN THEN EXTENDS TO THE BUILDINGS FIRE SPRINKLER RISER. E.)FLOW TEST DATA: HYDRANT FLOW TEST WILL BE PERFORMED PRIOR TO THE DESIGN OF HYDRANT FLOW TEST WILL BE PERFORMED PRIOR TO THE DESIGN OF THE FIRE SPRINKLER SYSTEM FOR PERMIT, SEE UTILITY PLAN FOR CURRENT FLOW TEST DATA. F.)VALVE & ALARM REQUIREMENTS: ALL PADDLE TYPE WATER FLOW INDICATORS SHALL ALL PADDLE TYPE WATER FLOW INDICATORS SHALL HAVE A FLOW SWITCH. ALL VALVES CONTROLLING THE FIRE SPRINKLER SYSTEMS, INCLUDING BACKFLOW DEVICES, SHALL HAVE TAMPER SWITCHES. ALL ELECTRICAL DEVICES SHALL BE MONITORED BY CENTRAL STATION OR SIMILAR AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION AND SHALL BE IN COMPLIANCE WITH NFPA #72. G.)MICROBIAL INDUCED CORROSION (MIC): INSUFFICIENT DATE HAD BEEN FOUND RELATED INSUFFICIENT DATE HAD BEEN FOUND RELATED TO THE EXISTENCE OF EVIDENCE OF MIC BEING PRESENT IN THE PROVIDED WATER SUPPLY H.)BACKFLOW PREVENTION AND METERING SPECIFICATIONS: SHALL MEET OR EXCEED THE REQUIREMENTS OF THE LOCAL WATER PURVEYOR I.)QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS: PRODUCT DATA SHEETS SHALL BE PROVIDED AT TIME OF FIRE : PRODUCT DATA SHEETS SHALL BE PROVIDED AT TIME OF FIRE SPRINKLER PERMIT SUBMITTAL BY FIRE PROTECTION CONTRACTOR. INTERIOR FIRE PROTECTION EQUIPMENT SHALL BE LISTED. J.)FIRE PUMP REQUIREMENTS; WATER SUPPLY IS ADEQUATE, THEREFORE NO FIRE PUMP IS ; WATER SUPPLY IS ADEQUATE, THEREFORE NO FIRE PUMP IS NEEDED K.)FIRE STORAGE TANK: WATER SUPPLY IS ADEQUATE, THEREFORE NO FIRE WATER WATER SUPPLY IS ADEQUATE, THEREFORE NO FIRE WATER STORAGE TANK IS NEEDED L.)STORAGE OCCUPANCY REQUIREMENTS: MISCELLANEOUS STORAGE OCCUPANCY IN : MISCELLANEOUS STORAGE OCCUPANCY IN ACCORDANCE WITH NFPA #13, 2016 EDITION, CHAPTER 13 WITH STORAGE BELOW 8'-6" OWNER'S INFORMATION CERTIFICATE AS DEPICTED IN NFPA #13 FIGURE A.23.1 SHALL BE PROVIDED BY OWNER FOR AHJ REVIEW AND VERIFICATION OF ANY POSSIBLE STORAGE

AutoCAD SHX Text SCOPE OF WORK: CENTURY FIRE PROTECTION TO START AT 1'-0" AFF (POINT OF CONNECTION), INSTALL NEW WET PIPE TYPE FIRE PROTECTION SYSTEM INSTALLED PER LOCAL AUTHORITY HAVING JURISDICTION, APPLICABLE BUILDING CODES, AND PER NFPA #13, 2016 EDITION

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HYDRAULIC

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PLACARD

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HYDRAULIC

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PLACARD

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HYDRAULIC

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PLACARD

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HYDRAULIC

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HYDRAULIC

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HYDRAULIC

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HYDRAULIC

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HYDRAULIC

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HYDRAULIC

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PLACARD

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HYDRAULIC

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PLACARD

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3" TO SYSTEM SEE PLAN FOR CONTINUATION

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1 " GLV SCH. 40 14" GLV SCH. 40

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6" DI FIRE SERVICE

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3" BLK SCH. 10

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3" BLK SCH. 10

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PIPE DRAIN TO EXTERIOR

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6" DI FIRE SERVICE (BY OTHERS)

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FIRE PROTECTION DETAIL KEY

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6" UNI-FLANGE

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6" GROOVED FLANGE ADAPTER

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3" GROOVED CHECK VALVE

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WALL MOUNTED SPARE A/S CABINET

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SYSTEM HYDRAULIC PLACARDS

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1. NFPA 25, 2017 EDITION, SECTION 4.1.2 - THE RESPONSIBILITY FOR PROPERLY

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MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE

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OWNER OF THE PROPERTY.

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2. IT IS THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY TO PROVIDE HEAT

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THROUGHOUT WET PIPE SPRINKLER SYSTEM AREA AND ENCLOSURES FOR DRY PIPE,

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DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO

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SPRINKLERS. A MINIMUM OF 40°F SHALL BE MAINTAINED.

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3. EXPERIENCE INDICATES THAT EXCESSIVE M.I.C. HAS NOT BEEN A PROBLEM IN THE

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PROJECT AREA. OWNER IS RESPONSIBLE FOR DETECTION, TESTING, AND PREVENTION

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OF M.I.C.

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4. ALL WIRING, ALARMS, BELLS, AND MONITORING ARE EXISTING OR BY OTHERS.

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5. FIRE EXTINGUISHERS AND PAINTING OF PIPE IS BY OTHERS. SPRINKLERS AND

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VALVES SHALL NOT BE PAINTED OR COATED IN ANY MANNER EXCEPT BY

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MANUFACTURER.

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PROJECT LOCATION

This system as shown on company print no dated for at contract no is designed to discharge at a rate of a maximum area of when supplied with water at a rate of

Occupancy classification:

Commodity classification:

Maximum storage height:

Storage arrangement:

Number of heads flowing:

System Type:

Maximum velocity:

Flow from In-Rack sprinklers:

Flow from Overhead sprinklers:

Flow from Inside Hoses:

Flow from Outside Hoses:

Other fixed flows:

Total flow in system piping:

Additional flow at/beyond source:

Total of all flows:

Calculation results for Design Area gpm/ft² (L/min/m²) of floor area over

Surplus Pressure at Source:

Pressure Required at Source:

Pressure Available at Source:

at at the base of the riser.

Hose stream allowance of is included in the above.

1 Mech RM & Sally Port

Century Fire Protection FP 2.0 10/2022

Volusia Medical Examiners 3891 Tiger Bay Rd

PAX2214-48 0.15

1500 ft² 370.6 gpm 29.2 psi

Ordinary Group 1

N / A

Wet

14.25 ft/s

0 gpm

370.6 gpm

0 gpm

370.6 gpm

250 gpm

620.6 gpm

35.2 psi

60.5 psi

25.3 psi

This system as shown on company print no dated for at contract no is designed to discharge at a rate of a maximum area of when supplied with water at a rate of

Occupancy classification:

Commodity classification:

Maximum storage height:

Storage arrangement:

Number of heads flowing:

System Type:

Maximum velocity:

Flow from In-Rack sprinklers:

Flow from Overhead sprinklers:

Flow from Inside Hoses:

Flow from Outside Hoses:

Other fixed flows:

Total flow in system piping:

Additional flow at/beyond source:

Total of all flows:

Calculation results for Design Area gpm/ft² (L/min/m²) of floor area over

Surplus Pressure at Source:

Pressure Required at Source:

Pressure Available at Source:

at at the base of the riser.

Hose stream allowance of is included in the above.

2 Autopsy Transition

Century Fire Protection FP 2.0 10/2022

Volusia Medical Examiners 3891 Tiger Bay Rd

PAX2214-48 0.15

1500 ft² 209.4 gpm 40 psi

Ordinary Group 1

N / A

Wet

17.97 ft/s

0 gpm

209.4 gpm

0 gpm

209.4 gpm

250 gpm

459.4 gpm

45.6 psi

66.7 psi

21.1 psi

This system as shown on company print no dated for at contract no is designed to discharge at a rate of a maximum area of when supplied with water at a rate of

Occupancy classification:

Commodity classification:

Maximum storage height:

Storage arrangement:

Number of heads flowing:

System Type:

Maximum velocity:

Flow from In-Rack sprinklers:

Flow from Overhead sprinklers:

Flow from Inside Hoses:

Flow from Outside Hoses:

Other fixed flows:

Total flow in system piping:

Additional flow at/beyond source:

Total of all flows:

Calculation results for Design Area gpm/ft² (L/min/m²) of floor area over

Surplus Pressure at Source:

Pressure Required at Source:

Pressure Available at Source:

at at the base of the riser.

Hose stream allowance of is included in the above.

3 Autopsy Supply

Century Fire Protection FP 2.0 10/2022

Volusia Medical Examiners 3891 Tiger Bay Rd

PAX2214-48 0.15

1500 ft² 167.2 gpm 23.1 psi

Ordinary Group 1

N / A

Wet

7.54 ft/s

0 gpm

167.2 gpm

0 gpm

167.2 gpm

250 gpm

417.2 gpm

29.2 psi

68.1 psi

38.9 psi

This system as shown on company print no dated for at contract no is designed to discharge at a rate of a maximum area of when supplied with water at a rate of

Occupancy classification:

Commodity classification:

Maximum storage height:

Storage arrangement:

Number of heads flowing:

System Type:

Maximum velocity:

Flow from In-Rack sprinklers:

Flow from Overhead sprinklers:

Flow from Inside Hoses:

Flow from Outside Hoses:

Other fixed flows:

Total flow in system piping:

Additional flow at/beyond source:

Total of all flows:

Calculation results for Design Area gpm/ft² (L/min/m²) of floor area over

Surplus Pressure at Source:

Pressure Required at Source:

Pressure Available at Source:

at at the base of the riser.

Hose stream allowance of is included in the above.

4 Autopsy Room

Century Fire Protection FP 2.0 10/2022

Volusia Medical Examiners 3891 Tiger Bay Rd

PAX2214-48 0.1

1500 ft² 348.9 gpm 50.7 psi

Light Hazard

N / A

Wet

13.41 ft/s

0 gpm

348.9 gpm

0 gpm

348.9 gpm

100 gpm

448.9 gpm

56.7 psi

67 psi

10.4 psi

This system as shown on company print no dated for at contract no is designed to discharge at a rate of a maximum area of when supplied with water at a rate of

Occupancy classification:

Commodity classification:

Maximum storage height:

Storage arrangement:

Number of heads flowing:

System Type:

Maximum velocity:

Flow from In-Rack sprinklers:

Flow from Overhead sprinklers:

Flow from Inside Hoses:

Flow from Outside Hoses:

Other fixed flows:

Total flow in system piping:

Additional flow at/beyond source:

Total of all flows:

Calculation results for Design Area gpm/ft² (L/min/m²) of floor area over

Surplus Pressure at Source:

Pressure Required at Source:

Pressure Available at Source:

at at the base of the riser.

Hose stream allowance of is included in the above.

5 Open Office

Century Fire Protection FP 2.0 10/2022

Volusia Medical Examiners 3891 Tiger Bay Rd

PAX2214-48 0.1

1500 ft² 196.5 gpm 26.9 psi

Light Hazard

N / A

Wet

8.4 ft/s

0 gpm

196.5 gpm

0 gpm

196.5 gpm

100 gpm

296.5 gpm

32.7 psi

71.3 psi

38.6 psi

FIRST FLOOR

0' - 0"

5 6 84

ELECTRICAL

SALLY PORT

206FORENSIC

TECH OFFICE

309DECOMP

COOLER

DECOMP

AUTOPSY

LOCKER

ROOM

LAUNDRY

CORRIDOR

LOCKER

ROOM

PROPERTY /

EVIDENCE

SPECIMEN

STORAGE

PATIO

96.2

" / 1

1 2 3 7

14' - 6"

19' - 10"

BRG. POINT

FAMILY

MEETING

LARGE

CONFERENCE

BREAK

ROOM

OPERATIONS

MANAGER

ASSOCIATE.

ASSOCIATE

CHIEF ME

OFFICE

BUSINESS

OPS

FORENSIC

INVEST.

CONFERENCE

ROOM

TOILET

HSKP

DATA

OPEN

OFFICE

LOBBY

PUBLIC

TOILET

PUBLIC

TOILET

WELLNESS

ROOM

TOILET

SHOWER

CORRIDOR

STAFF

ENTRY

SPECIMEN

STORAGE

PROPERTY

EVIDENCE

GEAR

STORAGE

BIO

WASTE

AUTOPSY

SUPPLY

ROOM

SALLY

PORT

CASE

FILES

TOILET

MEP

VESTIBULE

TISSUE

RECOVERY

RECEIVING / PROCESSING

FORENSIC

TECH

OFFICE

DECOMP

COOLER

DECOMP

AUTOPSY

LOCKER

ROOM

SHOWER

HSKP

VESTIBULE

MAIN

COOLER

X-RAY

AUTOPSY

TRANSITION

LAUNDRY

RECEPTION

CORRIDOR

PATIO

FIRE

RISER

ELECTRICAL

NIGHT

ROOM

LOCKER

ROOM

302CORRIDOR

ROOM

20'-0"

12'-0"

9'-0"

12'-0"

10'-0"

9'-0"

9'-6"

10'-2"

10'-0"

9'-0" 9'-0"

12'-0"

9'-0" 9'-0" 9'-0"

9'-0"

9'-2"

19'-7"

DA Name: 1

DA Area: 1556.51

1 2 3 4 5 6 6.2

B.3

8 9

S100

S101

S102

S103

S104

S105

S106

S107

S108

S109

S110

S111

S112

S113

S114

S115

218 274

130 129

DA Name: 2

DA Area: 1027.73

S200 S201

S202 S203

S204 S205

S206

S207

S208

S209

S210

DA Name: 3

DA Area: 899.34

S300

S301

S302

S303

S304

S305

S306 S307

S308

S309 S310

FP2.0

DA Name: 4

DA Area: 1508.00

S400

S401

S402

S403

S404

S405

S406

S407

S408 S409

S410

S411

S412 S413

S414

DA Name: 5

DA Area: 1515.08

S500

S501

S502

S503

S504 S505

S506

S507

S508 S509 S510

S511

BOR

CHK

FP2.0

S211

10'-0"

1 1

2'-0" 0'-0"

4'-0" 8'-0"1'-0"

FIRE PROTECTION PLAN

SCALE: 1

8"= 1'-0"

16'-0"

PROJECT:

DATE:

CONTRACT NO.

DRAWN BY:

SCALE:

AREA:

11/03/22

3891 Tiger Bay Road

Daytona Beach, FL 32124

PAX2214-48

TN / DL

ORLANDO OFFICE

201 TECH DRIVE

SANFORD, FL 32771

PHONE: (321) 319-8850

FAX: (407) 549-2515

FP 2.0

AS NOTED

AHJ: BLDG PERMIT:VOLUSIA COUNTY

Volusia County

Office of the District Medical Examiner

FIRE PROTECTION PLAN

DeLand, FL 32720

123 West Indiana Ave

REVISIONS

OWNER:

BYDATE

Volusia County Florida

NO ALTERATIONS, REPRODUCTIONS OR USE OF THE CONTENTS

IN PART OR IN FULL MAY BE MADE WITHOUT THE PERMISSION

OF CENTURY FIRE PROTECTION, LLC.

GENERAL NOTES

Sanford, FL 32771

750 Monroe Road

GENERAL CONTRACTOR:

Wharton-Smith, Inc.

BUILDING SECTION F1

SCALE: 1

8"= 1'-0"

11/28/22 1 REVISED PER A/E REVIEW COMMENTS DL

C F P

A S

-B U

9/26/23 2 AS-BUILTS DL

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PRE-ENGINEERED STEEL BUILDING FRAME

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STEEL BAR JOIST & I-BEAM FRAMING (TYP)

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BUILDING SLAB

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TILT PANEL WALL

AutoCAD SHX Text GENERAL OVERHEAD NOTES: 1. DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 (2016), FFPC 7TH DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 (2016), FFPC 7TH EDITION, AND STATE AND LOCAL AUTHORITIES. 2. PAINTING AND/OR CORROSION RESISTANT COATINGS OF PIPE/FITTINGS ARE BY PAINTING AND/OR CORROSION RESISTANT COATINGS OF PIPE/FITTINGS ARE BY OTHERS AND TO MAINTAINED CONTINUALLY BY OWNER. SPRINKLERS AND VALVES SHALL NOT BE PAINTED OR COATED IN ANY MANNER EXCEPT BY MANUFACTURER. 3. ALARMS, WIRING, MONITORING, AND FIRE EXTINGUISHERS ARE EXISTING OR BY ALARMS, WIRING, MONITORING, AND FIRE EXTINGUISHERS ARE EXISTING OR BY OTHERS. 4. ALL ELECTRICAL WIRING OF DEVICES TO BE BY OTHERS. ALL ELECTRICAL WIRING OF DEVICES TO BE BY OTHERS. 5. ALL EQUIPMENT SHALL BE UL LISTED OR FM APPROVED AND RATED FOR MINIMUM 175 ALL EQUIPMENT SHALL BE UL LISTED OR FM APPROVED AND RATED FOR MINIMUM 175 PSI WORKING PRESSURE. 6. PROVIDE SPRINKLERS BENEATH OBSTRUCTIONS EXCEEDING 48" IN WIDTH. PROVIDE SPRINKLERS BENEATH OBSTRUCTIONS EXCEEDING 48" IN WIDTH. 7. PROVIDE SPRINKLER HEAD GUARDS ON SPRINKLERS IN ELECTRIC ROOMS, TELEPHONE PROVIDE SPRINKLER HEAD GUARDS ON SPRINKLERS IN ELECTRIC ROOMS, TELEPHONE ROOMS, ELEVATOR ROOMS & SHAFTS, LINEN CHUTES, AND ALL SPRINKLERS LESS THAN 7'-0" AFF. 8. NEW 1"-2" PIPE SHALL BE THREADED SCH. 40 BLACK STEEL PIPE WITH DUCTILE IRON NEW 1"-2" PIPE SHALL BE THREADED SCH. 40 BLACK STEEL PIPE WITH DUCTILE IRON THREADED FITTINGS. 9. NEW 2 " AND 6" AND LARGER PIPE SHALL BE ROLL GROOVED END SCH. 10 BLACK NEW 2 " AND 6" AND LARGER PIPE SHALL BE ROLL GROOVED END SCH. 10 BLACK 12" AND 6" AND LARGER PIPE SHALL BE ROLL GROOVED END SCH. 10 BLACK STEEL PIPE WITH WELDED OUTLETS AND DUCTILE IRON GROOVED FITTINGS U.N.O. 10. THIS PROJECT HAS BEEN COORDINATED THROUGH THE V.D.C. PROCESS, REVISIONS TO THIS PROJECT HAS BEEN COORDINATED THROUGH THE V.D.C. PROCESS, REVISIONS TO ALL MEP SYSTEMS ARE REQUIRED TO BE REVIEWED TO PREVENT IN FIELD CONFLICTS

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11. NOTE 1 - NO A/S REQUIRED IN NONCOMBUSTIBLE CONCEALED SPACE ABOVE FUME / NOTE 1 - NO A/S REQUIRED IN NONCOMBUSTIBLE CONCEALED SPACE ABOVE FUME / GAS EXHAUST HOOD, PER NFPA #13 (2016 ed) 8.15.1.2.1 - 8.15.12.2.1

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STYLE

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TEMP

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K-FACTOR

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NPT

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MANUFACTURER

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MODEL

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SPRINKLER HEAD LEGEND

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RESPONSE

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ESCUTCHEON

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QUANTITY

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RELIABLE

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QUICK

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RA3415

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FIFR

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WHITE

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PENDENT

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QUICK

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SEMI-REC

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RA1414

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FIFR

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CHROME

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CONCEALED

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SIN

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WHITE COVERPLATE

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TOTAL AUTOMATIC SPRINKLERS (A/S)

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RELIABLE

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RA3622

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FIFRLO

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UPRIGHT

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F3QR56

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2-PIECE

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RA3622

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DRY BARREL

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POLYESTER

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REMOTE AREA #5 - LH SEE HYD SUMMARY

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REMOTE AREA #1 - OH1 SEE HYD CALC SUMMARY

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REMOTE AREA #4 - LH SEE HYD CALC SUMMARY

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REMOTE AREA #3 - OH1 SEE HYD CALC SUMMARY

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REMOTE AREA #2 - OH1 SEE HYD CALC SUMMARY

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NO A/S UNDER EXTERIOR CANOPY PER NFPA #13, 2016 SECTION 8.15.7.2

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STRUCTURAL STEEL (TYP)

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COLUMN LINE #8 START OF PRE-ENGINEERED BUILDING

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FIRE SPRINKLER RISER - SEE DETAIL

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FIRE SERVICE (BY OTHERS) - SEE UTILITY PLAN FOR CONTINUATION

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FENCED IN OUTDOOR SPACE NO A/S

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GAS SUPPRESSION IN THIS ROOM (BY OTHERS)

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A/S BELOW DUCT

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A/S BELOW DUCT - TYP MEP ROOM

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AutoCAD SHX Text 2-5h

AutoCAD SHX Text 0-9h

AutoCAD SHX Text 0-11

AutoCAD SHX Text 3-9

AutoCAD SHX Text 12-0

AutoCAD SHX Text 2-0h

AutoCAD SHX Text 4-9h

AutoCAD SHX Text 5-6h

AutoCAD SHX Text 2-7h

AutoCAD SHX Text 8-2

AutoCAD SHX Text 12-3

AutoCAD SHX Text 1-1

AutoCAD SHX Text 3-10

AutoCAD SHX Text 1-1h

AutoCAD SHX Text 2-6

AutoCAD SHX Text 0-8

AutoCAD SHX Text 3-8h

AutoCAD SHX Text 1-9h

AutoCAD SHX Text 6-0h

AutoCAD SHX Text 8-11

AutoCAD SHX Text 4-0

AutoCAD SHX Text 10-0

AutoCAD SHX Text 11-10

AutoCAD SHX Text 2-2h

AutoCAD SHX Text 8-5h

AutoCAD SHX Text 2-7h

AutoCAD SHX Text 2-2h

AutoCAD SHX Text 4-0

AutoCAD SHX Text 5-5h

AutoCAD SHX Text 1-5

AutoCAD SHX Text 12-2

AutoCAD SHX Text 11-9

AutoCAD SHX Text 1-6h

AutoCAD SHX Text 10-0

AutoCAD SHX Text 2-5h

AutoCAD SHX Text 1-7h

AutoCAD SHX Text 12-0

AutoCAD SHX Text 4-4h

AutoCAD SHX Text 4-8h

AutoCAD SHX Text 12-1h

AutoCAD SHX Text 5-6

AutoCAD SHX Text 1-8

AutoCAD SHX Text 3-5

AutoCAD SHX Text 11-9

AutoCAD SHX Text 11-5

AutoCAD SHX Text 3-1h

AutoCAD SHX Text 2-6

AutoCAD SHX Text 17-10h

AutoCAD SHX Text 0-8h

AutoCAD SHX Text 4-1

AutoCAD SHX Text 0-9

AutoCAD SHX Text 11-0

AutoCAD SHX Text 13-8

AutoCAD SHX Text 6-7

AutoCAD SHX Text 6-8h

AutoCAD SHX Text 3-1h

AutoCAD SHX Text 10-7

AutoCAD SHX Text 2-5h

AutoCAD SHX Text 15-7

AutoCAD SHX Text 1-11

AutoCAD SHX Text 0-9

AutoCAD SHX Text 2-2h

AutoCAD SHX Text 12-5

AutoCAD SHX Text 12-1h

AutoCAD SHX Text 6-2

AutoCAD SHX Text 5-10h

AutoCAD SHX Text 12-0

AutoCAD SHX Text 8-7

AutoCAD SHX Text 1-7h

AutoCAD SHX Text 11-6

AutoCAD SHX Text 2-9

AutoCAD SHX Text 1-1h

AutoCAD SHX Text 52-1h

AutoCAD SHX Text 2-4

AutoCAD SHX Text 3-8

AutoCAD SHX Text 11-10

AutoCAD SHX Text 9-2h

AutoCAD SHX Text 3-1h

AutoCAD SHX Text 2-6

AutoCAD SHX Text 12-0

AutoCAD SHX Text 2-4h

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AutoCAD SHX Text 4-6h

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AutoCAD SHX Text 2-5h

AutoCAD SHX Text 3-8

AutoCAD SHX Text 3-3h

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AutoCAD SHX Text 1-2

AutoCAD SHX Text 6-4h

AutoCAD SHX Text 6-4

AutoCAD SHX Text 1-0

AutoCAD SHX Text 1-4h

AutoCAD SHX Text 3-10

AutoCAD SHX Text 0-10h

AutoCAD SHX Text 0-6

AutoCAD SHX Text 4-8

AutoCAD SHX Text 1-5h

AutoCAD SHX Text 10-4

AutoCAD SHX Text 4-5h

AutoCAD SHX Text 0-4

AutoCAD SHX Text 6-10h

AutoCAD SHX Text 1-7h

AutoCAD SHX Text 8-4h

AutoCAD SHX Text 3-5h

AutoCAD SHX Text 2-0h

AutoCAD SHX Text 2-1h

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AutoCAD SHX Text 3-5h

AutoCAD SHX Text 10-3

AutoCAD SHX Text 3-1h

AutoCAD SHX Text 2-6

AutoCAD SHX Text 5-3

AutoCAD SHX Text 5-7

AutoCAD SHX Text 1-5

AutoCAD SHX Text 12-0

AutoCAD SHX Text 2-0

AutoCAD SHX Text 1-1h

AutoCAD SHX Text 2-5h

AutoCAD SHX Text 7-3

AutoCAD SHX Text 13-9h

AutoCAD SHX Text 4-8

AutoCAD SHX Text 1-5h

AutoCAD SHX Text 13-9h

AutoCAD SHX Text 8-4h

AutoCAD SHX Text 14-1h

AutoCAD SHX Text 2-7

AutoCAD SHX Text 3-1

AutoCAD SHX Text 14-0

AutoCAD SHX Text 1-7h

AutoCAD SHX Text 5-10

AutoCAD SHX Text 10-9

AutoCAD SHX Text 8-1

AutoCAD SHX Text 0-9

AutoCAD SHX Text 2-0h

AutoCAD SHX Text 1-11h

AutoCAD SHX Text 2-10

AutoCAD SHX Text 0-9

AutoCAD SHX Text 3-7

AutoCAD SHX Text 3-5h

AutoCAD SHX Text 2-6

AutoCAD SHX Text 2-5h

AutoCAD SHX Text 12-0

AutoCAD SHX Text 2-0

AutoCAD SHX Text 1-1h

AutoCAD SHX Text 8-4h

AutoCAD SHX Text 4-8

AutoCAD SHX Text 1-5h

AutoCAD SHX Text 4-4

AutoCAD SHX Text 13-0

AutoCAD SHX Text 14-2h

AutoCAD SHX Text 20-0h

AutoCAD SHX Text 10-9

AutoCAD SHX Text 10-7h

AutoCAD SHX Text 4-1

AutoCAD SHX Text 2-5h

AutoCAD SHX Text 1-7h

AutoCAD SHX Text 12-0h

AutoCAD SHX Text 3-3h

AutoCAD SHX Text 14-0

AutoCAD SHX Text 1-3h

AutoCAD SHX Text 1-1h

AutoCAD SHX Text 0-6

AutoCAD SHX Text 2-11

AutoCAD SHX Text 8-0

AutoCAD SHX Text 0-9

AutoCAD SHX Text 2-0h

AutoCAD SHX Text 1-11h

AutoCAD SHX Text 2-11h

AutoCAD SHX Text 12-0

AutoCAD SHX Text 0-6

AutoCAD SHX Text 2-11h

AutoCAD SHX Text 0-6h

AutoCAD SHX Text 3-8

AutoCAD SHX Text 3-2h

AutoCAD SHX Text 6-3h

AutoCAD SHX Text 7-4h

AutoCAD SHX Text 3-10

AutoCAD SHX Text 0-6

AutoCAD SHX Text 2-5h

AutoCAD SHX Text 12-0

AutoCAD SHX Text 2-0

AutoCAD SHX Text 1-8

AutoCAD SHX Text 1-3h

AutoCAD SHX Text 3-11

AutoCAD SHX Text 13-0

AutoCAD SHX Text 8-0

AutoCAD SHX Text 1-7h

AutoCAD SHX Text 6-2h

AutoCAD SHX Text 7-3h

AutoCAD SHX Text 1-3h

AutoCAD SHX Text 1-1h

AutoCAD SHX Text 2-5h

AutoCAD SHX Text 0-11

AutoCAD SHX Text 0-9

AutoCAD SHX Text 2-0h

AutoCAD SHX Text 1-11h

AutoCAD SHX Text 7-7

AutoCAD SHX Text 5-6h

AutoCAD SHX Text 4-9h

AutoCAD SHX Text 11-1

AutoCAD SHX Text 9-11h

AutoCAD SHX Text 8-0h

AutoCAD SHX Text 1-8h

AutoCAD SHX Text 12-0

AutoCAD SHX Text 1-7h

AutoCAD SHX Text 21-6h

AutoCAD SHX Text 12-6h

AutoCAD SHX Text 4-0h

AutoCAD SHX Text 2-5h

AutoCAD SHX Text 2-2

AutoCAD SHX Text 9-5h

AutoCAD SHX Text 12-0

AutoCAD SHX Text 4-6h

AutoCAD SHX Text 0-11

AutoCAD SHX Text 4-6h

AutoCAD SHX Text 1-0

AutoCAD SHX Text 0-9

AutoCAD SHX Text 6-9

AutoCAD SHX Text 10-1

AutoCAD SHX Text 12-9h

AutoCAD SHX Text 3-0

AutoCAD SHX Text 6-0h

AutoCAD SHX Text 22-10h

AutoCAD SHX Text 4-6

AutoCAD SHX Text 5-11

AutoCAD SHX Text 4-5

AutoCAD SHX Text 0-6h

AutoCAD SHX Text 3-7

AutoCAD SHX Text 1-2h

AutoCAD SHX Text 1-3

AutoCAD SHX Text 1-0

AutoCAD SHX Text 3-8

AutoCAD SHX Text 6-9h

AutoCAD SHX Text 3-5h

AutoCAD SHX Text 2-11

AutoCAD SHX Text 1-7h

AutoCAD SHX Text 4-0h

AutoCAD SHX Text 2-5h

AutoCAD SHX Text 2-2

AutoCAD SHX Text 1-8h

AutoCAD SHX Text 1-1h

AutoCAD SHX Text 7-2h

AutoCAD SHX Text 3-3h

AutoCAD SHX Text 6-4h

AutoCAD SHX Text 0-6

AutoCAD SHX Text 4-5h

AutoCAD SHX Text 7-4h

AutoCAD SHX Text 1-11h

AutoCAD SHX Text 2-6

AutoCAD SHX Text 0-6

AutoCAD SHX Text 8-7

AutoCAD SHX Text 1-5

AutoCAD SHX Text 10-0

AutoCAD SHX Text 6-0h

AutoCAD SHX Text 8-0

AutoCAD SHX Text 2-11

AutoCAD SHX Text 10-0

AutoCAD SHX Text 0-6

AutoCAD SHX Text 1-3h

AutoCAD SHX Text 0-9

AutoCAD SHX Text 9-5

AutoCAD SHX Text 11-11h

AutoCAD SHX Text 0-9

AutoCAD SHX Text 1-3h

AutoCAD SHX Text 0-6

AutoCAD SHX Text 8-7

AutoCAD SHX Text 1-5

AutoCAD SHX Text 10-0

AutoCAD SHX Text 6-0h

AutoCAD SHX Text 8-0

AutoCAD SHX Text 2-11

AutoCAD SHX Text 10-0

AutoCAD SHX Text 0-6

AutoCAD SHX Text 12-11h

AutoCAD SHX Text 0-6

AutoCAD SHX Text 1-6

AutoCAD SHX Text 5-10h

AutoCAD SHX Text 1-1h

AutoCAD SHX Text 4-5h

AutoCAD SHX Text 4-0

AutoCAD SHX Text 3-0h

AutoCAD SHX Text 4-4h

AutoCAD SHX Text 8-0

AutoCAD SHX Text 2-11

AutoCAD SHX Text 10-0

AutoCAD SHX Text 0-6

AutoCAD SHX Text 1-6

AutoCAD SHX Text 9-11h

AutoCAD SHX Text 10-8

AutoCAD SHX Text 3-0

AutoCAD SHX Text 2-11

AutoCAD SHX Text 0-6

AutoCAD SHX Text 7-4h

AutoCAD SHX Text 1-1h

AutoCAD SHX Text 4-0h

AutoCAD SHX Text 3-6

AutoCAD SHX Text 0-6

AutoCAD SHX Text 4-0

AutoCAD SHX Text 12-7h

AutoCAD SHX Text 1-2h

AutoCAD SHX Text 0-9

AutoCAD SHX Text 3-0

AutoCAD SHX Text 8-0

AutoCAD SHX Text 10-9h

AutoCAD SHX…

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File details come from the government source that posted it. Updated Dec 29, 2025.