Y26-717_Drawings.pdf

Engineering | Planning | Allied Services

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2300 MAITLAND CENTER PKWY,

SUITE 310

MAITLAND, FL 32751

(407) 790-7397

FEMALE DETENTION

CENTER BUILDING

AUTOMATION, FIRE

ALARM, AND SMOKE

CONTROL SYSTEM

REPLACEMENTS

3723 Vision Blvd, Orlando, FL 32839

COVER SHEET

G-001

04/26/24

17G0159D1

LW

LW

PLH

100% CD

DRAWING INDEX

SHEET

NO. SHEET NAME

G-001 COVER SHEET

G-022 SMOKE CONTROL SYSTEM GENERAL NOTES

S-001 STRUCTURAL GENERAL NOTES

S-301 EXISTING ROOF PLAN - AREA A

S-302 EXISTING ROOF PLAN - AREA B

S-304 EXISTING ROOF PLAN - AREA D

A-101 FLOOR PLAN

A-121 OVERALL FIRST FLOOR CEILING PLAN

A-141.1 ROOF PLAN - AREA 1

A-141.2 ROOF PLAN - AREA 2

A-141.3 ROOF PLAN - AREA 3

A-141.4 ROOF PLAN - AREA 4

M-001 MECHANICAL NOTES, LEGENDS, AND ABBREVIATIONS

MD-101 HVAC DEMOLITION PLAN - FIRST FLOOR - AREA A

MD-102 HVAC DEMOLITION PLAN - FIRST FLOOR - AREA B

MD-103 HVAC DEMOLITION PLAN - FIRST FLOOR - AREA C

MD-104 HVAC DEMOLITION PLAN - FIRST FLOOR - AREA D

MD-201 HVAC DEMOLITION PLAN - SECOND FLOOR - AREA A

MD-202 HVAC DEMOLITION PLAN - SECOND FLOOR - AREA B

MD-203 HVAC DEMOLITION PLAN - SECOND FLOOR - AREA D

MD-301 HVAC DEMOLITION PLAN - ROOF - AREA A

MD-302 HVAC DEMOLITION PLAN - ROOF - AREA B

MD-303 HVAC DEMOLITION PLAN - ROOF - AREA C

MD-304 HVAC DEMOLITION PLAN - ROOF - AREA D

M-101 HVAC RENOVATION PLAN - FIRST FLOOR - AREA A

M-102 HVAC RENOVATION PLAN - FIRST FLOOR - AREA B

M-103 HVAC RENOVATION PLAN - FIRST FLOOR - AREA C

M-104 HVAC RENOVATION PLAN - FIRST FLOOR - AREA D

M-201 HVAC RENOVATION PLAN - SECOND FLOOR - AREA A

M-202 HVAC RENOVATION PLAN - SECOND FLOOR - AREA B

M-203 HVAC RENOVATION PLAN - SECOND FLOOR - AREA D

M-301 HVAC RENOVATION PLAN - ROOF - AREA A

M-302 HVAC RENOVATION PLAN - ROOF - AREA B

M-303 HVAC RENOVATION PLAN - ROOF - AREA C

M-304 HVAC RENOVATION PLAN - ROOF - AREA D

M-501 CONTROL SCHEMATICS

M-502 CONTROL SCHEMATICS

M-503 CONTROL SCHEMATICS

M-504 CONTROL SCHEMATICS

M-505 CONTROL SCHEMATICS

M-506 DETAILS

M-601 RENOVATION SCHEDULES

M-602 RENOVATION SCHEDULES

M-603 EXISTING SCHEDULES

M-604 EXISTING SCHEDULES

M-605 EXISTING SCHEDULES

M-606 EXISTING SCHEDULES

M-901 REFERENCE SHEETS

M-902 REFERENCE SHEETS

M-903 REFERENCE SHEETS

M-904 REFERENCE SHEETS

M-905 REFERENCE SHEETS

M-906 REFERENCE SHEETS

E-001 GENERAL ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS

ED-301 ELECTRICAL DEMOLITION PLAN - ROOF - AREA A

ED-302 ELECTRICAL DEMOLITION PLAN - ROOF - AREA B

ED-303 ELECTRICAL DEMOLITION PLAN - ROOF - AREA C

ED-304 ELECTRICAL DEMOLITION PLAN - ROOF - AREA D

E-103 ELECTRICAL RENOVATION PLAN - FIRST FLOOR - AREA C

E-301 ELECTRICAL RENOVATION PLAN - ROOF - AREA A

E-302 ELECTRICAL RENOVATION PLAN - ROOF - AREA B

E-303 ELECTRICAL RENOVATION PLAN - ROOF - AREA C

E-304 ELECTRICAL RENOVATION PLAN - ROOF - AREA D

E-401 ELECTRICAL RENOVATION ONE-LINE DIAGRAM

E-601 PANEL SCHEDULES

FAD-101 FIRE ALARM DEMOLITION PLAN - FIRST FLOOR - AREA A

FAD-102 FIRE ALARM DEMOLITION PLAN - FIRST FLOOR - AREA B

FAD-103 FIRE ALARM DEMOLITION PLAN - FIRST FLOOR - AREA C

FAD-104 FIRE ALARM DEMOLITION PLAN - FIRST FLOOR - AREA D

FA-101 FIRE ALARM RENOVATION PLAN - FIRST FLOOR - AREA A

FA-102 FIRE ALARM RENOVATION PLAN - FIRST FLOOR - AREA B

FA-103 FIRE ALARM RENOVATION PLAN - FIRST FLOOR - AREA C

FA-103.1 SMOKE CONTROLS RENOVATION PLAN - FIRST FLOOR - AREA C

FA-104 FIRE ALARM RENOVATION PLAN - FIRST FLOOR - AREA D

FA-201 FIRE ALARM RENOVATION PLAN - SECOND FLOOR - AREA A

FA-201.1 SMOKE CONTROL RENOVATION PLAN - SECOND FLOOR - AREA A

FA-202 FIRE ALARM RENOVATION PLAN - SECOND FLOOR - AREA B

FA-202.1 SMOKE CONTROL RENOVATION PLAN - SECOND FLOOR - AREA B

FA-204 FIRE ALARM RENOVATION PLAN - SECOND FLOOR - AREA D

FA-204.1 SMOKE CONTROL RENOVATION PLAN - SECOND FLOOR - AREA D

FA-302 SMOKE ZONE LAYOUT

FA-401 FIRE ALARM RISER DIAGRAM

FA-501 DETAILS

FA-601 SMOKE CONTROL SYSTEM OPERATION MATRIX

FA-602 SMOKE CONTROL DAMPER OPERATION MATRIX

FA-603 SMOKE CONTROL SYSTEM FIRE FIGHTERS CONTROL PANEL

LAYOUT

3723 Vision Blvd, Orlando, FL 32839

100% CD

APRIL 26, 2024

FEMALE DETENTION CENTER BUILDING

AUTOMATION, FIRE ALARM, AND SMOKE

CONTROL SYSTEM REPLACEMENTS

HANSON PROFESSIONAL SERVICES INC.

2300 MAITLAND CENTER PKWY, SUITE 310

MAITLAND, FL 32751

(407) 790-7397

CODES IN EFFECT AT TIME OF DRAWING SUBMITTAL

FLORIDA BUILDING CODE, EIGHTH EDITION (2023)

FLORIDA ENERGY CONSERVATION CODE, EIGHTH EDITION (2023)

FLORIDA MECHANICAL CODE, EIGHTH EDITION (2023)

NEC (NFPA 70) 2020 EDITION

TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS

COMPLY WITH THE 2023 FLORIDA BUILDING CODE WITH ALL CURRENT

AMENDMENTS.

PROJECT INFORMATION

SCOPE OF WORK

STRUCTURAL:

1. ROOF DECK INFILL FOR REMOVED EQUIPMENT.

ARCHITECTURAL:

1. SUPPORT FOR SMOKE EXHAUST FANS.

2. ADDING WALKING PADS AND LADDER TO ROOF.

MECHANICAL:

1. REPLACEMENT OF THE EXISTING SCHNEIDER BAS SYSTEM WITH JOHNSON

CONTROLS METASYS. REPLACEMENT OF EQUIPMENT CONTROLS

COMPONENTS.

2. REPLACEMENT OF THE EXISTING SMOKE EXHAUST FANS WITH NEW FANS

SIZED PER THE RATIONAL ANALYSIS.

3. DEMOLITION OF THE EXISTING SUPPLY PRESSURIZATION FANS PER THE

RATIONAL ANALYSIS.

4. REPLACEMENT OF SMOKE AND COMBINATION FIRE/SMOKE DAMPERS AS

SHOWN ON THE PLANS.

ELECTRICAL:

1. REPLACEMENT OF THE EXISTING FIRE ALARM SYSTEM, INCLUDING THE FACP,

END DEVICES, RELAYS, AND WIRING.

2. SUPPORTING HVAC REPLACEMENT.

MEP ENGINEERS

ORANGE COUNTY MAYOR

Jerry L. Demings

DISTRICT 1 COMMISSIONER

Nicole H. Wilson

DISTRICT 2 COMMISSIONER

Christine Moore

DISTRICT 5 COMMISSIONER

Emily Bonilla

DISTRICT 6 COMMISSIONER

Michael Scott

DISTRICT 4 COMMISSIONER

Maribel Gomez Cordero

DISTRICT 3 COMMISSIONER

Mayra Uribe

PROJECT LOCATION

RHODES + BRITO ARCHITECTS

605 E. ROBINSON ST, SUITE 750

ORLANDO, FL 32801

(407) 648-7288

BASE CONSULTANTS INC.

1214 E. CONCORD ST.

ORLANDO, FL 32803

(407) 377-7227

ARCHITECTS STRUCTURAL ENGINEERS

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

© Copyright Hanson Professional Services Inc. 2024

54321 6

E

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A

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MARK DATE DESCRIPTION

/2

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-2 m la m o tt

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2300 MAITLAND CENTER PKWY,

SUITE 310

MAITLAND, FL 32751

(407) 790-7397

FEMALE DETENTION

CENTER BUILDING

AUTOMATION, FIRE

ALARM, AND SMOKE

CONTROL SYSTEM

REPLACEMENTS

3723 Vision Blvd, Orlando, FL 32839

SMOKE CONTROL

SYSTEM GENERAL

NOTES

G-022

04/26/24

17G0159D1

Designer

Author

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GENERAL DESCRIPTION

A SMOKE CONTROL SYSTEM SHALL BE PROVIDED, TESTED, AND INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS OF 2023 FLORIDA BUILDING CODE SECTION 909 (FBC 909). ALL COMPONENTS OF THE SMOKE CONTROL SYTSEM SHALL BE UL-LISTED AND APPROVED FOR THE INTENDED OPERATION. THE INFORMATION CONTAINED IN THESE DOCUMENTS IS INTENDED TO SHOW A SMOKE CONTROL SYSTEM COMPLIANT WITH FBC 909, AND IS BASED ON A SMOKE CONTROL RATIONAL ANALYSIS PERFORMED BY JENSEN HUGHES. REFER TO THE RATIONAL ANALYSIS FOR MORE INFORMATION. THE INFORMATION CONTAINED IN THESE PARAGRAPHS IS INTENDED TO REFERENCE PORTIONS OF FBC 909, BUT SHALL NOT BE CONSIDERED COMPREHENSIVE OF ALL REQUIREMENTS OF FBC 909.

THERE SHALL BE BOTH ACTIVE AND PASSIVE HVAC EQUIPMENT IN RELATION TO THE SMOKE CONTROL SYSTEM. THE ACTIVE EQUIPMENT ARE THE NEW SMOKE EXHAUST FANS THAT ARE TO BE PROVIDED. PASSIVE EQUIPMENT ARE THE EXISTING AIR HANDLING UNITS (AHUs) AND GENERAL EXHAUST FANS (EFs) THAT ARE NOT ASSOCIATED WITH THE SMOKE CONTROL EXHAUST FANS. IN GENERAL, UPON DETECTION OF SMOKE IN AN ACTIVE SMOKE CONTROL ZONE, AHUs AND EFs IN THE ZONE AS WELL AS IN ADJACENT SMOKE CONTROL ZONES SHALL SHUT DOWN. UPON DETECTION OF SMOKE IN A PASSIVE SMOKE CONTROL ZONE, AHUs AND EFs ONLY WITHIN THE ZONE SHALL SHUT DOWN.

THIS SMOKE CONTROL SYSTEM SHALL CONTROL SMOKE BY THE PRESSURIZATION METHOD, WHICH INVOLVES CREATING A PRESSURE DIFFERENCE ACROSS SMOKE BARRIERS.

PER FBC 909.6.1, THE MINIMUM AIR PRESSURE DIFFERENCE ACROSS A SMOKE BARRIER IN FULLY SPRINKLERED BUILDINGS SHALL BE 0.05-INCH WATER GAGE (IN.W.G.). PER FBC 909.6.2, THE MAXIMUM AIR PRESSURE DIFFERENCE ACROSS A SMOKE BARRIER SHALL BE DETERMINED BY REQUIRED DOOR-OPENING OR CLOSING FORCES. PER THE RATIONAL ANALYSIS THAT WAS PERFORMED, THE MAXIMUM AIR PRESSURE DIFFERENCE FOR THIS PROJECT IS 0.20 IN.W.G.

DETECTION, VERIFICATION, RESPONSE TIME, AND ACTIVATION REQUIREMENTS

PER FBC 909.12, FIRE DETECTION SYSTEMS PROVIDING CONTROL INPUT OR OUTPUT SIGNALS TO MECHANICAL SMOKE CONTROL SYSTEMS OR ELEMENTS THEREOF SHALL COMPLY WITH THE REQUIREMENTS OF FBC 907. SUCH SYSTEMS SHALL BE EQUIPPED WITH A CONTROL UNIT COMPLYING WITH UL 864 AND BE LISTED AS SMOKE CONTROL

EQUIPMENT.

PER FBC 909.12.1, CONTROL SYSTEMS FOR MECHANICAL SMOKE CONTROL SYSTEMS SHALL INCLUDE PROVISIONS FOR VERIFICATION. VERIFICATION SHALL INCLUDE POSITIVE CONFIRMATION OF ACTUATION, TESTING, MANUAL OVERRIDE AND THE PRESENCE OF POWER DOWNSTREAM OF ALL DISCONNECTS. A PREPROGRAMMED WEEKLY TEST SEQUENCE SHALL REPORT ABNORMAL CONDITIONS AUDIBLY, VISUALLY AND BY PRINTED REPORT. THE PREPROGRAMMED WEEKLY TEST SHALL OPERATE ALL DEVICES, EQUIPMENT AND COMPONENTS USED FOR SMOKE CONTROL.

EXCEPTION: WHERE VERIFICATION OF INDIVIDUAL COMPONENTS TESTED THROUGH THE PREPROGRAMMED WEEKLY TESTING SEQUENCE WILL INTERFERE WITH, AND PRODUCE UNWANTED EFFECTS TO, NORMAL BUILDING OPERATION, SUCH INDIVIDUAL COMPONENTS ARE PERMITTED TO BE BYPASSED FROM THE PREPROGRAMMED WEEKLY TESTING, WHERE APPROVED BY THE BUILDING OFFICIAL AND IN ACCORDANCE WITH BOTH OF THE FOLLOWING:

1. WHERE THE OPERATION OF COMPONENTS IS BYPASSED FROM THE PREPROGRAMMED WEEKLY TEST, PRESENCE OF POWER DOWNSTREAM OF ALL

DISCONNECTS SHALL BE VERIFIED WEEKLY BY A LISTED CONTROL UNIT.

2. TESTING OF ALL COMPONENTS BYPASSED FROM THE PREPROGRAMMED WEEKLY TEST SHALL BE IN ACCORDANCE WITH THE FLORIDA FIRE PREVENTION CODE.

PER FBC 909.12.2, IN ADDITION TO MEETING REQUIREMENTS OF NFPA 70, ALL WIRING, REGARDLESS OF VOLTAGE, SHALL BE FULLY ENCLOSED WITHIN CONTINUOUS RACEWAYS.

PER FBC 909.12.3, MECHANICAL SMOKE CONTROL SYSTEMS USING THE PRESSURIZATION, AIRFLOW OR EXHAUST METHOD SHALL HAVE COMPLETELY AUTOMATIC CONTROL.

PASSIVE SMOKE CONTROL SYSTEMS ACTUATED BY APPROVED SPOT-TYPE DETECTORS LISTED FOR RELEASING SERVICE SHALL BE PERMITTED. PER FBC 909.12.4, WHERE COMPLETELY AUTOMATIC CONTROL IS REQUIRED OR USED, THE AUTOMATIC-CONTROL SEQUENCES SHALL BE INITIATED FROM AN APPROPRIATELY ZONED AUTOMATIC SPRINKLER SYSTEM COMPLYING WITH SECTION 903.3.1.1, MANUAL CONTROLS THAT ARE READILY ACCESSIBLE TO THE FIRE DEPARTMENT AND ANY SMOKE DETECTORS

REQUIRED BY ENGINEERING ANALYSIS.

PER FBC 909.17, SMOKE-CONTROL SYSTEM ACTIVATION SHALL BE INITIATED IMMEDIATELY AFTER RECEIPT OF AN APPROPRIATE AUTOMATIC OR MANUAL ACTIVATION COMMAND. SMOKE CONTROL SYSTEMS SHALL ACTIVATE INDIVIDUAL COMPONENTS (SUCH AS DAMPERS AND FANS) IN THE SEQUENCE NECESSARY TO PREVENT PHYSICAL DAMAGE TO THE FANS, DAMPERS, DUCTS AND OTHER EQUIPMENT. FOR PURPOSES OF SMOKE CONTROL, THE FIRE FIGHTER’S CONTROL PANEL RESPONSE TIME SHALL BE THE SAME FOR AUTOMATIC OR MANUAL SMOKE CONTROL ACTION INITIATED FROM ANY OTHER BUILDING CONTROL POINT. THE TOTAL RESPONSE TIME, INCLUDING THAT NECESSARY FOR DETECTION, SHUTDOWN OF OPERATING EQUIPMENT AND SMOKE CONTROL SYSTEM STARTUP, SHALL ALLOW FOR FULL OPERATIONAL MODE TO BE ACHIEVED BEFORE THE CONDITIONS IN THE SPACE EXCEED THE DESIGN SMOKE CONDITION. UPON RECEIPT OF AN ALARM CONDITION AT THE FIRE ALARM CONTROL PANEL, SMOKE CONTROL FANS SHALL REACH THEIR DESIRED STATE WITHIN 60 SECONDS, AND DAMPERS (SMOKE DAMPERS AND FIRE/SMOKE DAMPERS) SHALL COMPLETE DAMPER TRAVEL TO ACHIEVE THEIR DESIRED OPEN OR CLOSED STATE WITHIN 75 SECONDS. VERIFICATION OF THEIR INSTALLED CONDITION AND RESPONSE TIME SHALL BE REPORTED IN THE

REQUIRED FINAL REPORT.

SMOKE CONTROL EQUIPMENT AND DUCTWORK REQUIREMENTS

PER FBC 909.10, EQUIPMENT INCLUDING, BUT NOT LIMITED TO, FANS, DUCTS, AUTOMATIC DAMPERS AND BALANCE DAMPERS, SHALL BE SUITABLE FOR ITS INTENDED USE, SUITABLE FOR THE PROBABLE EXPOSURE TEMPERATURES THAT THE RATIONAL ANALYSIS INDICATES AND AS APPROVED BY THE FIRE CODE OFFICIAL. COMPONENTS OF EXHAUST FANS SHALL BE RATED AND CERTIFIED BY THE MANUFACTURER FOR THE PROBABLE TEMPERATURE RISE TO WHICH THE COMPONENTS WILL BE EXPOSED, AS

DETERMINED BY THE RATIONAL ANALYSIS.

PER FBC 909.10.2, DUCT MATERIALS AND JOINTS SHALL BE CAPABLE OF WITHSTANDING THE PROBABLE TEMPERATURES AND PRESSURES TO WHICH THEY ARE EXPOSED AS DETERMINED IN ACCORDANCE WITH SECTION 909.10.1 AND THE RATIONAL ANALYSIS. DUCTS SHALL BE CONSTRUCTED AND SUPPORTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, MECHANICAL. DUCTS SHALL BE LEAK TESTED TO 1.5 TIMES THE MAXIMUM DESIGN PRESSURE IN ACCORDANCE WITH NATIONALLY ACCEPTED PRACTICES.

MEASURED LEAKAGE SHALL NOT EXCEED 5 PERCENT OF DESIGN FLOW. RESULTS OF SUCH TESTING SHALL BE A PART OF THE DOCUMENTATION PROCEDURE. DUCTS SHALL BE SUPPORTED DIRECTLY FROM FIRE-RESISTANCE-RATED STRUCTURAL ELEMENTS OF THE BUILDING BY SUBSTANTIAL, NONCOMBUSTIBLE SUPPORTS.

EXCEPTION: FLEXIBLE CONNECTIONS, FOR THE PURPOSE OF VIBRATION ISOLATION, COMPLYING WITH THE FLORIDA BUILDING CODE, MECHANICAL AND THAT ARE

CONSTRUCTED OF APPROVED FIRE-RESISTANCE-RATED MATERIALS.

PER FBC 909.10.3, EQUIPMENT SHALL BE LOCATED SO AS TO NOT EXPOSE UNINVOLVED PORTIONS OF THE BUILDING TO AN ADDITIONAL FIRE HAZARD. OUTSIDE AIR INLETS SHALL BE LOCATED SO AS TO MINIMIZE THE POTENTIAL FOR INTRODUCING SMOKE OR FLAME INTO THE BUILDING. EXHAUST OUTLETS SHALL BE SO LOCATED AS TO MINIMIZE REINTRODUCTION OF SMOKE INTO THE BUILDING AND TO LIMIT EXPOSURE OF THE BUILDING OR ADJACENT BUILDINGS TO AN ADDITIONAL FIRE HAZARD.

PER FBC 909.10.5, BELT-DRIVEN FANS SHALL HAVE 1.5 TIMES THE NUMBER OF BELTS REQUIRED FOR THE DESIGN DUTY, WITH THE MINIMUM NUMBER OF BELTS BEING TWO.

FANS SHALL BE SELECTED FOR STABLE PERFORMANCE BASED ON NORMAL TEMPERATURE AND, WHERE APPLICABLE, ELEVATED TEMPERATURE. CALCULATIONS AND MANUFACTURER’S FAN CURVES SHALL BE PART OF THE DOCUMENTATION PROCEDURES. FANS SHALL BE SUPPORTED AND RESTRAINED BY NONCOMBUSTIBLE DEVICES IN ACCORDANCE WITH THE REQUIREMENTS OF FBC CHAPTER 16. MOTORS DRIVING FANS SHALL NOT BE OPERATED BEYOND THEIR NAMEPLATE HORSEPOWER, AS DETERMINED FROM MEASUREMENT OF ACTUAL CURRENT DRAW, AND SHALL HAVE A MINIMUM SERVICE FACTOR OF 1.15.

SMOKE DAMPER AND FIRE/SMOKE DAMPER REQUIREMENTS

SMOKE DAMPERS AND FIRE/SMOKE DAMPERS SHALL BE LEAKAGE CLASS II/250°F MINIMUM, EXCEPT DAMPERS IN EXHAUST DUCTWORK SHALL BE MINIMUM 350°F RATED WITH 350°F FUSIBLE LINKS FOR BOTH FIRE DAMPER AND FIRE/SMOKE DAMPERS. DAMPERS SHALL HAVE FACTORY-INSTALLED 2-POSITION END SWITCHES TO INDICATE OPEN AND

CLOSED POSITIONS.

FIREFIGHTER’S SMOKE CONTROL PANEL

PER FBC 909.16, A FIRE FIGHTER’S SMOKE CONTROL PANEL FOR FIRE DEPARTMENT EMERGENCY RESPONSE PURPOSES ONLY SHALL BE PROVIDED AND SHALL INCLUDE MANUAL CONTROL OR OVERRIDE OF AUTOMATIC CONTROL FOR MECHANICAL SMOKE CONTROL SYSTEMS. THE PANEL SHALL BE INSTALLED IN AN APPROVED LOCATION ADJACENT TO THE FIRE ALARM CONTROL PANEL. THE FIRE FIGHTER’S SMOKE CONTROL PANEL SHALL COMPLY WITH SECTIONS 909.16.1 THROUGH 909.16.3.

HVAC EQUIPMENT THAT IS REQUIRED TO BE ON THE FIREFIGHTER’S SMOKE CONTROL PANEL INCLUDE ALL SMOKE CONTROL EXHAUST FANS AND ALL SMOKE CONTROL

DAMPERS (SMOKE DAMPERS AND FIRE/SMOKE DAMPERS).

PER FBC 909.16.1, FANS WITHIN THE BUILDING SHALL BE SHOWN ON THE FIRE FIGHTER’S CONTROL PANEL. A CLEAR INDICATION OF THE DIRECTION OF AIRFLOW AND THE RELATIONSHIP OF COMPONENTS SHALL BE DISPLAYED. STATUS INDICATORS SHALL BE PROVIDED FOR ALL SMOKE CONTROL EQUIPMENT, ANNUNCIATED BY FAN AND ZONE, AND BY PILOT-LAMP-TYPE INDICATORS AS FOLLOWS:

1. FANS, DAMPERS AND OTHER OPERATING EQUIPMENT IN THEIR NORMAL STATUS—WHITE.

2. FANS, DAMPERS AND OTHER OPERATING EQUIPMENT IN THEIR OFF OR CLOSED STATUS—RED.

3. FANS, DAMPERS AND OTHER OPERATING EQUIPMENT IN THEIR ON OR OPEN STATUS—GREEN.

4. FANS, DAMPERS AND OTHER OPERATING EQUIPMENT IN A FAULT STATUS—YELLOW/AMBER.

PER FBC 909.16.2, THE FIRE FIGHTER’S CONTROL PANEL SHALL PROVIDE CONTROL CAPABILITY OVER THE COMPLETE SMOKE CONTROL SYSTEM EQUIPMENT WITHIN THE

BUILDING AS FOLLOWS:

1. ON-AUTO-OFF CONTROL OVER EACH INDIVIDUAL PIECE OF OPERATING SMOKE CONTROL EQUIPMENT THAT CAN ALSO BE CONTROLLED FROM OTHER SOURCES WITHIN THE BUILDING. THIS INCLUDES STAIRWAY PRESSURIZATION FANS; SMOKE EXHAUST FANS; SUPPLY, RETURN AND EXHAUST FANS; ELEVATOR SHAFT FANS AND OTHER

OPERATING EQUIPMENT USED OR INTENDED FOR SMOKE CONTROL PURPOSES.

2. OPEN-AUTO-CLOSE CONTROL OVER INDIVIDUAL DAMPERS RELATING TO SMOKE CONTROL AND THAT ARE ALSO CONTROLLED FROM OTHER SOURCES WITHIN THE

BUILDING.

3. ON-OFF OR OPEN-CLOSE CONTROL OVER SMOKE CONTROL AND OTHER CRITICAL EQUIPMENT ASSOCIATED WITH A FIRE OR SMOKE EMERGENCY AND THAT CAN ONLY BE

CONTROLLED FROM THE FIRE FIGHTER’S CONTROL PANEL.

EXCEPTIONS:

1. COMPLEX SYSTEMS, WHERE APPROVED, WHERE THE CONTROLS AND INDICATORS ARE COMBINED TO CONTROL AND INDICATE ALL ELEMENTS OF A SINGLE SMOKE

ZONE AS A UNIT.

2. COMPLEX SYSTEMS, WHERE APPROVED, WHERE THE CONTROL IS ACCOMPLISHED BY COMPUTER INTERFACE USING APPROVED, PLAIN ENGLISH COMMANDS.

PER FBC 909.16.3, THE FIRE-FIGHTER’S CONTROL PANEL ACTIONS SHALL BE AS FOLLOWS:

1. ON-OFF AND OPEN-CLOSE CONTROL ACTIONS SHALL HAVE THE HIGHEST PRIORITY OF ANY CONTROL POINT WITHIN THE BUILDING. ONCE ISSUED FROM THE FIRE

FIGHTER’S CONTROL PANEL, AUTOMATIC OR MANUAL CONTROL FROM ANY OTHER CONTROL POINT WITHIN THE BUILDING SHALL NOT CONTRADICT THE CONTROL ACTION.

WHERE AUTOMATIC MEANS ARE PROVIDED TO INTERRUPT NORMAL, NON-EMERGENCY EQUIPMENT OPERATION OR PRODUCE A SPECIFIC RESULT TO SAFEGUARD THE BUILDING OR EQUIPMENT INCLUDING, BUT NOT LIMITED TO, DUCT FREEZESTATS, DUCT SMOKE DETECTORS, HIGH-TEMPERATURE CUTOUTS, TEMPERATURE-ACTUATED LINKAGE AND SIMILAR DEVICES, SUCH MEANS SHALL BE CAPABLE OF BEING OVERRIDDEN BY THE FIRE FIGHTER’S CONTROL PANEL. THE LAST CONTROL ACTION AS INDICATED BY EACH FIRE FIGHTER’S CONTROL PANEL SWITCH POSITION SHALL PREVAIL. CONTROL ACTIONS SHALL NOT REQUIRE THE SMOKE CONTROL SYSTEM TO

ASSUME MORE THAN ONE CONFIGURATION AT ANY ONE TIME.

EXCEPTION: POWER DISCONNECTS REQUIRED BY NFPA 70.

2. ONLY THE AUTO POSITION OF EACH THREE-POSITION FIRE-FIGHTER’S CONTROL PANEL SWITCH SHALL ALLOW AUTOMATIC OR MANUAL CONTROL ACTION FROM OTHER CONTROL POINTS WITHIN THE BUILDING. THE AUTO POSITION SHALL BE THE NORMAL, NONEMERGENCY, BUILDING CONTROL POSITION. WHERE A FIRE FIGHTER’S CONTROL PANEL IS IN THE AUTO POSITION, THE ACTUAL STATUS OF THE DEVICE (ON, OFF, OPEN, CLOSED) SHALL CONTINUE TO BE INDICATED BY THE STATUS INDICATOR DESCRIBED IN SECTION 909.16.1. WHERE DIRECTED BY AN AUTOMATIC SIGNAL TO ASSUME AN EMERGENCY CONDITION, THE NORMAL POSITION SHALL BECOME THE EMERGENCY CONDITION FOR THAT DEVICE OR GROUP OF DEVICES WITHIN THE ZONE. CONTROL ACTIONS SHALL NOT REQUIRE THE SMOKE CONTROL SYSTEM TO ASSUME MORE THAN

ONE CONFIGURATION AT ANY ONE TIME.

FIRE ALARM SYSTEM MONITORING REQUIREMENTS

THE FIRE ALARM SYSTEM SHALL MONITOR AND/OR CONTROL THE FOLLOWING EQUIPMENT:

1. SMOKE CONTROL FANS

2. POWER STATUS (DOWNSTREAM OF LAST DISCONNECT)

3. DISCONNECT POSITION STATUS (FOR A DISCONNECTS DOWNSTREAM OF A SMOKE CONTROL FAN WITH A VFD.)

4. FAN STATUS

5. FAN COMMAND

6. SUPPLY AIR DUCT-MOUNTED SMOKE DETECTORS

7. SMOKE CONTROL DAMPERS (SMOKE DAMPER AND FIRE/SMOKE DAMPERS)

8. OPEN STATUS

9. CLOSED STATUS

10. POWER STATUS

11. COMMAND

SMOKE CONTROL SYSTEM SEQUENCE OF OPERATION

THE SMOKE CONTROL SYSTEM SHALL BE CAPABLE OF BEING ACTIVATED BOTH AUTOMATICALLY AND MANUALLY. UNDER AUTOMATIC ACTIVATION, THE SMOKE CONTROL SEQUENCE OF OPERATION SHALL BE INITIATED AUTOMATICALLY UPON DETECTION OF SMOKE. UNDER MANUAL ACTIVATION, THE SMOKE CONTROL SEQUENCE OF OPERATION SHALL BE CAPABLE OF BEING ACTIVATED AT THE FIREFIGHTER’S SMOKE CONTROL PANEL. ACTIVATION OF THE SMOKE CONTROL SYSTEM SHALL BE DONE MANUALLY AT THE

FIREFIGHTER’S SMOKE CONTROL PANEL, OR AUTOMATICALLY VIA THE SMOKE DETECTORS.

DURING SMOKE CONTROL SYSTEM OPERATION, THERE SHALL BE A MINIMUM DIFFERENTIAL PRESSURE OF 0.05” W.G. ACROSS ALL BARRIERS SURROUNDING A ZONE THAT IS IN ALARM, AND CONCURRENTLY THERE SHALL BE A MAXIMUM DIFFERENTIAL PRESSURE OF 0.20” W.G. ACROSS ANY ASSOCIATED DOOR.

MANUAL MODE ACTIVATION SEQUENCE:

IF NO SMOKE ALARM EVENT IS DETECTED AT A SMOKE DETECTOR, AND A SMOKE ZONE H-O-A SWITCH IS TURNED FROM “AUTO” TO “ON”, THAT PARTICULAR SMOKE ZONE SHALL BECOME THE ZONE OF INCIDENT. THE INCIDENT ZONE SEQUENCE OF OPERATION SHALL BE ACTIVATED.

SWITCH FUNCTIONS:

1. ZONE SWITCH:

2. AUTO: THE ZONE OF INCIDENT SHALL OPERATE ACCORDING TO THE INCIDENT ZONE SEQUENCE OF OPERATION.

3. ON: THE ZONE OF INCIDENT SHALL OPERATE ACCORDING TO THE INCIDENT ZONE SEQUENCE OF OPERATIONS, AND SHALL COMPLY WITH FBC 909.16. ALL MOTOR STARTER

AND VFD H-O-A SWITCHES SHALL BE OVERRIDEN.

4. OFF: ALL ACTIVE DAMPERS SHALL BE CLOSED FOR THAT ZONE. IF NO OTHER ZONES ARE COMMANDED ON IN EITHER “AUTO” OR “OVERRIDE”, SMOKE EXHAUST FAN(S) IN

THAT ZONE SHALL BE OFF.

5. FAN SWITCH:

6. AUTO: SMOKE CONTROL DEVICES SHALL OPERATE IN ACCORDANCE WITH THE INCIDENT ZONE SEQUENCE OF OPERATION.

7. ON: FANS SHALL BE OVERRIDEN TO TURN “ON”.

8. OFF: FANS SHALL BE OVERRIDEN TO TURN “OFF”.

INCIDENT ZONE SEQUENCE OF OPERATION:

1. NORMAL SMOKE MODE (NO SMOKE EVENT ACTIVATED): ALL AIR HANDLINGS UNITS AND GENERAL EXHAUST FANS SHALL OPERATE PER THEIR SEQUENCE OF OPERATION.

ALL SMOKE CONTROL EQUIPMENT SHALL BE OFF AND ACTIVE DAMPERS SHALL BE CLOSED.

2. SMOKE CONTROL MODE: UPON ACTIVATION OF THE SMOKE CONTROL SYSTEM VIA A SMOKE DETECTOR IN EITHER AN ACTIVE ZONE OR A PASSIVE ZONE, ALL AIR HANDLING

UNITS AND GENERAL EXHAUST FANS SERVING THAT ZONE SHALL BE SHUT DOWN, AND ALL PASSIVE SMOKE AND FIRE/SMOKE DAMPERS (THOSE NOT IN SMOKE EXHAUST DUCTWORK) BOTH WITHIN THE ZONE AND AT THE ZONE BOUNDARIES SHALL CLOSE. ADDITIONALLY, FOR ACTIVE SMOKE ZONES, ALL AIR HANDLING UNITS AND GENERAL EXHAUST FANS IN ADJACENT ZONES SHALL SHUT DOWN, AND ALL PASSIVE SMOKE DAMPERS AND FIRE/SMOKE DAMPERS FOR ADJACENT ZONES SHALL CLOSE. SMOKE DAMPERS AND FIRE/SMOKE DAMPERS IN THE SMOKE EXHAUST DUCTWORK OF THE INCIDENT ZONE SHALL OPEN, AND THE SMOKE EXHAUST FAN OF THE INCIDENT ZONE

SHALL ENERGIZE. ALL HELD-OPEN DOORS IN THE ZONE BOUNDARIES SHALL BE RELEASED.

OVERRIDE MODE:

OVERRIDE MODE IS INITIATED MANUALLY AT THE SMOKE CONTROL PANEL. IF NO SMOKE EVENT IS ACTIVED BY A SMOKE DETECTOR, AND A ZONE H-O-A SWITCH IS TURNED FROM “AUTO” TO “ON”, THAT ZONE SHALL BE THE INCIDENT ZONE, AND THE INCIDENT ZONE SEQUENCE OF OPERATION SHALL BE INITIATED. THE PANEL MUST BE CONTROLLED

MANUALLY DURING OVERRIDE MODE.

SYSTEM INSPECTION, COMMISSIONING AND PERIODIC TESTING

THE SMOKE CONTROL SYSTEMS REQUIRE TESTING OR INSPECTION AT MULTIPLE STAGES DURING CONSTRUCTION AS PART OF THE COMMISSIONING PROCESS AND AUTOMATED TESTING THEREAFTER FOR THE LIFE OF THE BUILDING. PERIODIC TESTING, IN ADDITION TO AUTOMATED TESTING, IS REQUIRED.

PER FBC 909.10.2, SMOKE EXHAUST DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH SMACNA METHODS TO 1.5 TIMES THE MAXIMUM DESIGN PRESSURE, LEAKAGE SHALL NOT EXCEED 5 PERCENT OF DESIGN FLOW. FINAL PERFORMANCE TESTING OF THE SYSTEMS SHALL BE EVALUATED IN THE “AS BUILT” CONDITION DURING COMMISSIONING TESTING TO ENSURE THAT THE SMOKE EXHAUST SYSTEM IS CAPABLE OF PROVIDING THE REQUIRED LEVEL OF PERFORMANCE.

COMMISSIONING OF THE BUILDING’S SMOKE CONTROL SYSTEMS SHALL BE PERFORMED IN ACCORDANCE WITH FBC 909 AFTER THE SYSTEM IS INSTALLED. THE COMMISSIONING

MUST INCLUDE THE FOLLOWING:

1. ALL SYSTEM COMPONENTS INSPECTED TO VERIFY THAT THE EQUIPMENT IS PROPERLY INSTALLED, OPERATIONAL AND THAT IT IS AS SPECIFIED IN THE DESIGN DOCUMENTS.

COMPONENTS THAT ARE SPECIFICALLY INSPECTED INCLUDE:

2. FANS

3. MOTORS

4. SMOKE DAMPERS

5. FIRE/SMOKE DAMPERS

6. AIRFLOW SWITCHES, DIFFERENTIAL PRESSURE TRANSMITTERS AND CURRENT SENSORS

7. THE FOLLOWING ADDITIONAL INSPECTIONS AND TESTS SHALL BE PERFORMED:

8. DUCTS SHALL BE INSPECTED AND PRESSURE TESTED IN ACCORDANCE WITH SMACNA METHODS.

b. OUTSIDE AIR INLETS SHALL BE INSPECTED TO VERIFY THAT SMOKE IS NOT REINTRODUCED INTO THE BUILDING.

c. EMERGENCY POWER SYSTEMS SHALL BE INSPECTED TO VERIFY THAT THEY ARE ADEQUATELY SEPARATED FROM NORMAL POWER SYSTEMS.

d. ALL EQUIPMENT ITEMS ARE INSPECTED TO VERIFY THAT THEY ARE LABELED CONSISTENTLY WITH THE DRAWINGS AND THE FIREFIGHTER’S SMOKE CONTROL STATION.

3. INDIVIDUAL EQUIPMENT COMPONENTS SHALL BE INDIVIDUALLY TESTED TO VERIFY THAT THEY FUNCTION PROPERLY. PROPER FUNCTION INCLUDES VERIFYING AIRFLOW, CURRENT AND VOLTAGE DRAW FOR FANS AND OPERATION (OPEN/CLOSE) FOR DAMPERS.

4. THE PERFORMANCE OF THE ENTIRE SYSTEM SHALL BE TESTED. THIS TESTING SHALL VERIFY THAT THE PROPER PRESSURE DIFFERENTIALS, DOOR OPENING FORCES AND DOOR OPERATION ARE ACHIEVED. IT ALSO VERIFIES THAT ALL APPROPRIATE FIRE ALARM DEVICES INITIATE PRESSURIZATION AND THAT THE SEQUENCE OF OPERATIONS IS IN ACCORDANCE WITH DESIGN. THE PERFORMANCE TESTING MUST BE CONDUCTED WITH THE PRESSURIZATION SYSTEM ACTIVATED IN ORDER TO REFLECT MAXIMUM DOOR OVERPRESSURE CONDITIONS EXPECTED DURING ACTUAL OPERATION. THE SYSTEMS MUST BE TESTED ONCE TESTING AND BALANCING OF THE OTHER HVAC SYSTEMS WHICH

MAY BE OPERATING CONCURRENTLY WITH THE SMOKE CONTROL SYSTEM HAS BEEN COMPLETED.

UPON COMPLETION OF THE COMMISSIONING, A COMPLETE TEST REPORT SHALL BE DEVELOPED IN ACCORDANCE WITH FBC 909.18.8.3.

IT IS REQUIRED THAT THE SMOKE CONTROL SYSTEM BE CONTROLLED BY AN UNDERWRITER’S LABORATORIES UUKL-LISTED SMOKE CONTROL STATION. A UUKL-LISTED STATION IS REQUIRED TO PERFORM A WEEKLY SELF-TEST OF THE DEDICATED SMOKE CONTROL EQUIPMENT, INCLUDING ALL DAMPERS AND ANY DEDICATED SMOKE CONTROL FANS AS REQUIRED BY FBC 909.12. UPON COMPLETION OF THE SELF-TEST, ANY FAN OR DAMPER THAT DOES NOT OPERATE AS REQUIRED WILL CONSTITUTE A TEST FAILURE. INDICATION OF A TEST FAILURE SHALL RESULT IN A TROUBLE CONDITION ON THE FIRE ALARM CONTROL PANEL AND THE TROUBLE CONDITION SHALL BE REPORTED TO THE CENTRAL STATION. THE UUKL-LISTED STATION SHALL BE PROGRAMMED TO PRINT A HARD COPY REPORT SUMMARIZING THE RESULTS OF THE WEEKLY SELF-TEST THAT CLEARLY

INDICATES WHETHER THE SYSTEM PASSED OR FAILED THE TEST.

PERIODIC TESTING OF SMOKE CONTROL SYSTEM COMPONENTS SHOULD BE PERFORMED, AS RECOMMENDED BY NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS” IN ADDITION TO THE WEEKLY SELF-TESTING REQUIRED OF THE CONTROL SYSTEM. THIS SEMI-ANNUAL TESTING CONSISTS OF MANUAL PERFORMANCE TESTING AND INCLUDES

VERIFICATION OF THE PROPER SEQUENCE OF OPERATIONS.

I DESIGN CRITERIA

A. GENERAL BUILDING CODE THE CONSTRUCTION DOCUMENTS ARE BASED ON THE REQUIREMENTS OF:

1. FLORIDA BUILDING CODE 2023.

2. ASCE 7-22 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

B. LIVE LOADS

1. LIVE LOADS ARE BASED ON THE MORE RESTRICTIVE OF THE UNIFORM LOAD LISTED BELOW OR THE CONCENTRATED LOAD

LISTED ACTING OVER A 6.25 SQUARE FOOT AREA.

CATEGORY UNIFORM

LOAD (PSF)

CONCENTRATED

LOAD (LBS)

a. ROOFS

i. ALL ROOF SURFACES SUBJECT TO WORKERS 300

ii. ORDINARY ROOF 20

2. REDUCTION OF LIVE LOADS:

a. NO LIVE LOAD REDUCTION HAS BEEN APPLIED.

C. WIND LOAD

a. ULTIMATE WIND SPEED 149 MPH

b. NOMINAL WIND SPEED 116 MPH

c. WIND EXPOSURE C

d. RISK CATEGORY III

e. INTERNAL PRESSURE COEFFICIENT +/- 0.18

ULTIMATE ROOFTOP EQUIPMENT PRESSURES: 86 PSF (HORIZONTAL), 68 PSF (VERTICAL).

D. MECHANICAL LOADS

1. THE CONTRACTOR SHALL VERIFY ALL MECHANICAL EQUIPMENT WEIGHTS, LOCATIONS AND ASSOCIATED OPENINGS WITH THE

MECHANICAL CONTRACTOR AND SUBMIT SUCH INFORMATION PRIOR TO FABRICATION OF THE SUPPORTING STRUCTURE.

PROMPTLY NOTIFY THE ENGINEER IF THE ACTUAL WEIGHT EXCEEDS THE WEIGHT SHOWN ON THE STRUCTURAL DRAWINGS.

E. FUTURE EXPANSION

1. NO PROVISIONS HAVE BEEN MADE IN THE STRUCTURAL DESIGN FOR FUTURE EXPANSIONS.

F. ROOF TOP EQUIPMENT ANCHORAGE

1. ALL ROOF TOP EQUIPMENT CURBS, ROOF TOP MECHANICAL EQUIPMENT, EQUIPMENT TIE DOWNS, AND CONNECTIONS OF ALL

EQUIPMENT TO BUILDING STRUCTURE FOR WIND LOADING ARE TO BE DESIGNED AND ENGINEERED BY A FLORIDA REGISTERED

SPECIALTY ENGINEER RETAINED BY THE MECHANICAL EQUIPMENT SUPPLIER.

2. SIGNED AND SEALED DRAWINGS AND CALCULATIONS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. THE EQUIPMENT MANUFACTURER SHALL PROVIDE THE ATTACHMENT OF THE UNIT TO THE STRUCTURE AND SUBMIT TO THE ENGINEER LOADS, LOCATIONS, AND METHODS OF ATTACHMENT. THE STRUCTURAL ENGINEER WILL MAKE PROVISIONS IN THE DESIGN OF THE PRIMARY STRUCTURAL FRAME TO ACCOMMODATE THE LOADS AND ATTACHMENTS

SUBMITTED BY THE MANUFACTURER.

G. FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS BEFORE ANY MATERIAL FABRICATION AND ERECTION OR CONCRETE PLACEMENT FOR NEW CONSTRUCTION. IMMEDIATELY REPORT ALL DISCREPANCIES

TO ENGINEER.

II STRUCTURAL STEEL

A. STANDARDS:

DESIGN - AISC 360, LATEST EDITION

CONSTRUCTION - AISC 303, LATEST EDITION

BOLTED CONNECTIONS - LATEST EDITION OF AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.

WELDED CONNECTIONS - AMERICAN WELDING SOCIETY (AWS) D1.1, LATEST EDITION

B. MATERIAL

1. HOT ROLLED STRUCTURAL MEMBERS: ALL HOT ROLLED STEEL PLATES, SHAPES, SHEET PILING, AND BARS SHALL BE NEW

STEEL CONFORMING TO ASTM SPECIFICATION A 6.

2. ASTM SPECIFICATION AND GRADE: CLEARLY MARK THE GRADE OF STEEL ON EACH PIECE, WITH A DISTINGUISHING MARK

VISIBLE FROM FLOOR SURFACES, FOR THE PURPOSE OF FIELD INSPECTION OF PROPER GRADE OF STEEL. UNLESS NOTED

OTHERWISE ON THE DRAWINGS, STRUCTURAL STEEL SHALL BE AS FOLLOWS:

a. L-SHAPES: ASTM A 36

b. EDGE ANGLES, BENT PLATES, ANGLE HANGERS, AND ANGLE KICKERS: ASTM A 36

C. WELDING

1. UNLESS NOTED OTHERWISE, ELECTRODES FOR WELDING SHALL CONFORM TO E70XX (SMAW), F7XX-EXXX (SAW), ER70S-X

(GMAW), OR E7XT-X (FCAW).

D. FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL

BY THE ENGINEER FOR EACH INDIVIDUAL CASE.

E. STRUCTURAL STEEL EXPOSED TO THE WEATHER OR LOCATED IN A NON-CONDITIONED SPACE, SHALL BE HOT DIPPED

III STEEL DECKS

A. PROVIDE DECK IN LENGTHS ADEQUATE FOR A THREE-SPAN CONDITION WHERE POSSIBLE.

B. ROOF DECK

1. SCHEDULE:

LOCATION DEPTH OF

DECK

DESIGN GAGE

THICKNESS

MINIMUM SECTION PROPERTIES

SP [IN^3] SN [IN^3] IP [IN^4] IN [IN^4]

ROOF 1.5” 20 0.234 0.572 0.201 0.222

NOTES:

SP = POSITIVE SECTION MODULUS, INCHES^3

SN = NEGATIVE SECTION MODULUS, INCHES^3

I = MOMENT OF INERTIA, INCHES^4

2. ATTACHMENT OF DECK:

a. MINIMUM ATTACHMENT AT SIDE LAPS:

i. INTERIOR OF ROOF — SIDELAPS SHALL BE FASTENED WITH SPECIFIED SIDELAP CONNECTORS AT 30" SPACING

ii. EDGE/CORNER OF ROOF - SIDELAPS SHALL BE FASTENED WITH SPECIFIED SIDELAP CONNECTORS AT 15" SPACING.

iii. REFER TO GEN. NOTES WIND LOAD SECTION FOR WIDTH OF EDGE/CORNER ZONES.

iv. FRAME FASTENERS: HILTI X-ENP-19-LSIDELAP FASTENERS: HILTI S-SLC 01 M HWH SIDELAP CONNECTORS

3. FLAT, RIDGE, AND VALLEY PLATES: UNLESS NOTED OTHERWISE, CONTRACTOR SHALL PROVIDE FLAT PLATES (20 GAGE MINIMUM) AT ALL LOCATIONS WHERE ROOF DECK CHANGES DIRECTION AND RIDGE OR VALLEY PLATES (20 GAGE MINIMUM) AT

ALL LOCATIONS WHERE ROOF SLOPE EXCEEDS 1/2" PER FOOT.

4. ROOF DECK SHALL HAVE FY = 80 KSI UNLESS OTHERWISE NOTED.

5. HANGER ATTACHMENT SHALL NOT BE MADE DIRECTLY TO ROOF DECK.

IV DEMOLITION

A. REMOVE STRUCTURE FROM TOP DOWN. DO NOT ALLOW DEBRIS TO PILE UP OR FALL ON SLABS WHICH ARE TO REMAIN IN PLACE.

PROVIDE PLYWOOD AND/OR PLANKING TO CUSHION AND PROTECT SLABS FROM DAMAGE. REPAIR OR REPLACE DAMAGED SLABS, BEAMS, OR GIRDERS AS DIRECTED BY OWNER.

B. THESE DRAWINGS ARE INTENDED TO DEFINE LIMITS OF REMOVAL OF STRUCTURAL ELEMENTS AND PRECAUTIONS TO BE TAKEN

TO PREVENT DAMAGE TO STRUCTURE WHICH WILL REMAIN.

C. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF STRUCTURE AS REQUIRED, AS WELL AS PROTECT EXISTING FACILITIES, STRUCTURES AND THE PUBLIC DURING DEMOLITION AND ERECTION OF THE NEW CONSTRUCTION.

D. PROVIDE TEMPORARY CLOSURE OF ALL ROOF FASCIA, WALL AND OTHER OPENINGS TO PROTECT BUILDING FROM EXPOSURE TO UNDESIRABLE ELEMENTS UNTIL THE NEW CONSTRUCTION IS WEATHERPROOFED, AT WHICH TIME SUCH TEMPORARY CONSTRUCTION SHALL BE REMOVED. ALL TEMPORARY EXTERIOR WALLS THAT ARE SUBJECT TO WIND LOADS ARE TO BE

DESIGNED BY A SPECIALTY ENGINEER.

E. UPON COMPLETION OF NEW CONSTRUCTION UNDER EACH PHASE, ALL DEMOLISHED AREAS SHALL BE RESTORED TO ACCEPTABLE USAGE ACCORDING TO THE CONTRACT DOCUMENTS AS DETERMINED BY THE ARCHITECT AND/OR ENGINEER.

F. REMOVE COMPLETELY FROM THE SITE AND LEGALLY DISPOSE ALL DEBRIS GENERATED BY THE DEMOLITION WORK AS THE WORK PROGRESSES. STOCKPILING OF DEBRIS AND BURNING OF DEBRIS ON THE PREMISES IS STRICTLY PROHIBITED.

V EXISTING STRUCTURE

A. INFORMATION SHOWN ON THE DRAWINGS WAS TAKEN FROM THE DRAWINGS "ORANGE COUNTY CORRECTIONS EXPANSION

PROJECT PHASE I (CEP-PI)”, PREPARED BY THE HASKELL COMPANY, SPILLIS CANDELA DMJM, TURNER ASSOCIATES ARCHITECTS & PLANNERS, PBS&J, CEG CIVIL ENGINEERING GROUP, INC, SGM ENGINEERING, INC., BOBES ASSOCIATES CONSULTING ENGINEERS, AND HUGHES ASSOCIATES, INC., DATED MARCH 6, 2022.

B. WORK SHOWN ON THE DRAWINGS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES MATERIALS, DETAILS ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING

STRUCTURE AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

VI SPECIALTY ENGINEERING REQUIREMENTS

THE FLORIDA STATE OF PROFESSIONAL ENGINEERS HAS ISSUED STATEMENTS ON RESPONSIBILITIES OF PROFESSIONAL ENGINEERS, IN ACCORDANCE WITH RULE 21H-19.00(3) CERTAIN COMPONENTS OF THE STRUCTURE REQUIRE THE WORK OF A

SPECIALTY ENGINEER FOR THE DESIGN OF THOSE COMPONENTS.

VII SUBMITTALS

A. THE GENERAL CONTRACTOR SHALL PREPARE A DETAILED LIST AND SCHEDULE OF ALL SUBMITTAL ITEMS TO BE SENT TO THE

STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. THIS LIST SHALL BE UPDATED AND REVISED AND KEPT

CURRENT AS THE JOB PROGRESSES.

B. SHOP DRAWINGS SHALL ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN ON THE CONTRACT DOCUMENTS. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. REVIEW OF SUBMITTALS AND SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF

THE SHOP DRAWINGS

C. ALL SHOP DRAWINGS MUST BE REVIEWED AND ELECTRONICALLY STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL.

SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER AND HAVE THE ENGINEER'S SHOP DRAWING STAMP AFFIXED PRIOR TO FABRICATION. FABRICATION AND ERECTION SHALL BE FROM REVIEWED SHOP DRAWINGS.

D. CONTRACTOR SHALL PROVIDE THE SUBMITTAL IN ELECTRONIC PORTABLE DOCUMENT FORMAT (PDF) PER THE SPECIFICATIONS.

E. THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIALS REQUIRED BY THE CONTRACT DOCUMENTS TO BE FURNISHED

SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING AND INSTALLING SUCH MATERIALS, REGARDLESS

OF WHETHER THE SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED.

F. ANY DEVIATION FROM, ADDITION TO, SUBSTITUTION FOR, OR MODIFICATION TO THE STRUCTURE OR ANY PART OF THE STRUCTURE DETAILED ON THE CONTRACT DOCUMENTS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE “IN-WRITING” UNLESS IT IS CLEARLY NOTED THAT SPECIFIC CHANGES

ARE BEING SUGGESTED.

G. SUBMITTALS TO BE PROVIDED TO STRUCTURAL ENGINEER FOR REVIEW

1. STRUCTURAL STEEL, SHOP AND ERECTION DRAWINGS

2. ROOF METAL DECK

3. ROOF TOP EQUIPMENT AND ANCHORAGES (1)

H. ITEMS MARKED (1) SHALL HAVE SHOP DRAWINGS AND DESIGN CALCULATIONS SIGNED AND SEALED BY A REGISTERED ENGINEER

IN THE STATE FLORIDA.

I. THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF THESE CONTRACT DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES THEIR ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES THEMSELVES TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON.

J. REQUEST FOR INFORMATION SHALL ORIGINATE WITH CONTRACTOR AND SHALL BE SUBMITTED TO THE ENGINEER VIA ARCHITECT OR DIRECTLY TO ENGINEER WHEN APPROVED BY ARCHITECT. RFI SHALL BE SUBMITTED IN A PROMPT MANNER TO AVOID DELAYS

IN THE CONTRACTORS WORK.

K. RFI RESPONSES ARE NOT INTENDED TO AUTHORIZE ANY INCREASE IN CONSTRUCTION COST, SCHEDULE OR CONFLICT WITH APPLICABLE STANDARDS OR CODES. IT IS TECH RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY DESIGN TEAM IMMEDIATELY

MANY PERCEIVED COST, SCHEDULE, OR SCOPE IMPACTS.

VIIIMISCELLANEOUS

A. CONTRACT DOCUMENTS

B. DRAWING CONFLICTS

1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, SHOP

DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE ALL ELEVATIONS AND DIMENSIONS, INCLUDING BUT NOT LIMITED TO THOSE FOR OPENINGS IN WALLS AND IN ROOF AND FLOOR SYSTEMS, WITH THE OTHER DISCIPLINES. THE GENERAL CONTRACTOR SHALL COMPARE ALL CONTRACT DRAWINGS AND REPORT ANY DISCREPANCY BETWEEN DISCIPLINES AND WITHIN A GIVEN DISCIPLINE TO THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE

WORK.

C. CONFLICTS IN STRUCTURAL REQUIREMENTS

1. WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL CONTRACT DOCUMENTS, STRUCTURAL

DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER, SHALL

GOVERN.

D. ADJACENT BUILDINGS AND PROPERTY

1. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION METHODS USED WILL NOT CAUSE DAMAGE TO THE

ADJACENT BUILDINGS AND PROPERTY. THIS SHALL INCLUDE ALL FOUNDATION INSTALLATION.

2. THE GENERAL CONTRACTOR IS ADVISED TO PERFORM ALL PHOTOGRAPHIC SURVEYS AND OTHER DOCUMENTATION OF THE

ADJACENT BUILDINGS BEFORE THE START OF AND DURING CONSTRUCTION.

3. ALL DIMENSIONS, ELEVATIONS, AND ANY OTHER CONDITIONS OF ANY EXISTING STRUCTURES OR OTHER FEATURES SHALL BE

VERIFIED BY THE GENERAL CONTRACTOR AND ANY DISCREPANCIES WITH THE CONTRACT DRAWINGS REPORTED TO THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. DURING THE CONSTRUCTION PROCESS, IT SHALL BE SOLELY THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING

STRUCTURE AND TO PROTECT FROM DAMAGE ANY PORTIONS THAT ARE TO REMAIN.

E. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL

SYSTEM, WHICH INCLUDES THE LATERAL AND GRAVITY LOAD PATHS.

F. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTION REQUIRED BY THE

BUILDING CODE.

G. CONTRACTOR SUBSTITUTIONS

1. ANY MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL THAT ARE DIFFERENT FROM THE MATERIAL OR PRODUCTS

SPECIFIED IN THE STRUCTURAL CONTRACT DOCUMENTS WILL BE APPROVED ONLY IF THE FOLLOWING CRITERIA ARE

SATISFIED:

a. A COST SAVINGS TO THE OWNER IS DOCUMENTED AND SUBMITTED WITH THE REQUEST.

b. THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE INTERNATIONAL CODE COUNCIL (ICC) AND THE ICC REPORT IS

SUBMITTED WITH THE REQUEST.

i. THE ICC ESR THAT IS SUBMITTED MUST REFERENCE THE BUILDING CODE UNDER WHICH THE PROJECT IS PERMITTED.

ii. ICC REPORTS THAT HAVE BEEN DISCONTINUED AT THE TIME OF PRODUCT INSTALLATION WILL NOT BE ACCEPTED.

iii. SUBMITTALS NOT SATISFYING THE ABOVE CRITERIA WILL NOT BE CONSIDERED.

c. REFER TO SPECIFICATIONS FOR SUBSTITUTION PROCEDURES. BASE CONSULTANTS, INC. RETAINS THE RIGHT TO REJECT

ANY SUBSTITUTION REQUESTS.

H. MECHANICAL EQUIPMENT WEIGHTS

1. THE GENERAL CONTRACTOR SHALL SUBMIT ACTUAL WEIGHTS OF EQUIPMENT TO BE USED IN THE PROJECT TO THE

STRUCTURAL ENGINEER FOR VERIFICATION OF LOADS USED IN THE DESIGN AT LEAST THREE WEEKS PRIOR TO FABRICATION

AND CONSTRUCTION OF THE SUPPORTING STRUCTURE.

I. THE STRUCTURAL ENGINEER'S ROLE DURING CONSTRUCTION

1. THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

2. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF BASE CONSULTANTS, INC. IS SOLELY FOR THE PURPOSE OF BECOMING GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE WORK COMPLETED AND DETERMINING, IN GENERAL, IF THE WORK OBSERVED IS BEING PERFORMED IN A MANNER INDICATING THAT THE WORK, WHEN FULLY COMPLETED, WILL BE IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO KEEP THE OWNER REASONABLY INFORMED ABOUT THE PROGRESS AND QUALITY OF THE

PORTION OF THE STRUCTURE COMPLETED.

J. MAINTENANCE STATEMENT

1. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXTEND LIFESPAN AND TO ENSURE STRUCTURAL INTEGRITY FROM

EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE BUILDING OWNER.

THIS PROGRAM SHALL INCLUDE SUCH ITEMS SUCH AS BUT NOT LIMITED TO PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATING FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED TO A SALT ENVIRONMENT OR OTHER

HARSH CHEMICALS.

IX DRAWING INTERPRETATION

A. DRAWING VIEWS LABELED AS “TYPICAL”

1. PARTIAL PLANS, ELEVATIONS, SECTIONS, DETAILS, OR SCHEDULES LABELED WITH “TYPICAL” AT THE BEGINNING OF THEIR TITLE SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY SHOWN. THE APPLICABILITY OF THE CONTENT OF THESE VIEWS TO LOCATIONS ON THE PLAN CAN BE DETERMINED FROM THE TITLE OF THE VIEWS. SUCH VIEWS SHALL APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. DECISIONS REGARDING APPLICABILITY OF THESE “TYPICAL” VIEWS SHALL BE DETERMINED BY THE STRUCTURAL ENGINEER.

1. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE (WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF OWNER, CONTRACTOR, DESIGN PROFESSIONAL, SUPPLIER, OR ANY OF THEIR CONSULTANTS, AGENTS, OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS. NOR SHALL IT BE EFFECTIVE TO ASSIGN TO THE DESIGN PROFESSIONAL OF RECORD OR ANY OF THE DESIGN PROFESSIONAL OF RECORD'S CONSULTANTS, AGENTS, OR EMPLOYEES ANY DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS.

2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL CONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP

DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD.

3. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE.

4. OPENINGS THROUGH FLOORS, ROOFS, AND WALLS FOR DUCTS, PIPING, AND/OR CONDUIT SHALL BE COORDINATED BY THE CONTRACTOR. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF HOLES AND OPENINGS WITH THE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS AND THE RESPECTIVE SUBCONTRACTORS.

5. REFER TO DRAWINGS OTHER THAN STRUCTURAL FOR COMPLETE INFORMATION INCLUDING: TYPES OF FLOOR SLAB FINISHES AND THEIR LOCATIONS, FLOOR SLAB DEPRESSIONS AND CURBS, OPENINGS IN STRUCTURAL WALLS, ROOFS AND FLOORS

REQUIRED BY ARCHITECTURAL AND MEP FEATURES, STAIRS, RAMPS, ETC.

6. WHERE MEMBER LOCATIONS ARE NOT SPECIFICALLY DIMENSIONED, MEMBERS ARE EITHER LOCATED ON COLUMNS LINES OR

ARE EQUALLY SPACED BETWEEN LOCATED MEMBERS.

7. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR SPECIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS SHOWN OR SPECIFIED IN SIMILAR CONDITIONS.

8. THE INFORMATION CONTAINED IN THE STRUCTURAL DRAWINGS INCLUDES THE PRIMARY STRUCTURAL ELEMENTS RESPONSIBLE FOR RESISTING THE LATERAL AND GRAVITY LOADS AS SPECIFIED BY THE GOVERNING MODEL BUILDING CODE.

9. THE PROPER DESIGN, SPECIFICATION, AND ATTACHMENT OF ALL OTHER COMPONENTS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS INCLUDES HANDRAILS, SKYLIGHTS, AWNINGS, SIDING, SHUTTERS, ROOFING MATERIALS, FLASHING, WATERPROOFING, FLAGPOLES, SIGNAGE, ETC.

10. ANY TEXT CALLOUTS OR NOTES SHOWN ON PLANS OR DETAILS SUPERCEED ANY DRAWN ELEMENTS.

11. ANY ITEM CALLED OUT ON PLAN SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE EVEN IF IT DOES NOT HAVE AN

ACCOMPANYING DETAIL.

12. DO NOT SCALE DRAWINGS

SECTION A

SEE PLAN FOR INFILL DECK

AND ATTACHMENT

SEE ARCHITECTURAL

DRAWINGS FOR ROOF

CONSTRUCTION

EXISTING ANGLES AT

OPENING FIELD VERIFY

PLAN

(F

IE

L D

V E

R

IF

Y

O .C

M A

X

(FIELD VERIFY)

2'-4"

A

EXISTING JOIST

A

L3X3X1/4 FOR L <= 4'-0".

L5X3X1/4 (LLV) FOR

4'-0" < L <= 6'-6".

S

L

SEE DETAIL 3/S-001 FOR

STIFFENING OF STEEL

JOISTS WHERE "A"

DIMENSION EXCEEDS 3"

NOTE 3

NOTES:

1. SEE MECHANICAL DRAWINGS FOR OPENING SIZES AND LOCATIONS.

2. NOTIFY EOR IF ANY OPENINGS ARE LARGER THAN 6'-6".

3. THE OPENINGS IN THE EXISTING METAL DECK ARE NOT TO BE CUT AND REMOVED UNTIL STEEL IS INSTALLED.

4. JOIST BRIDGING THAT INTERFERES WITH THE OPENING SHALL BE RELOCATED. NEW CONNECTION SHALL BE MADE TO THE

NEAREST PANEL POINT.

JOIST TOP CHORD

SECTION A

SECTION B

℄ OF PANEL POINT

BEAM

PLAN

L3X3X1/4 FOR S <= 4'-0".

L5X3X1/4 (LLV) FOR

4'-0" < S <= 6'-6".

LOAD "P"

LOAD "P"

(2)-L2X2X3/16 DIAGONAL BRACE.

ONE EACH SIDE (ATTACH IN FIELD).

(NOTE 4)

(2)-L2X2X3/16 DIAGONAL

BRACE, ONE

EACH SIDE (ATTACH IN

FIELD). (NOTE 4)

ATTACH AT NEAREST

BOTTOM CHORD PANEL POINT.

ATTACH AT NEAREST TOP

CHORD PANEL POINT.

OF PANEL POINT

LOAD ON TOP CHORD

LOAD ON BOTTOM CHORD

CL

"A"

1/8 1

1/8 1

MIN.

1/8 1

1/8 1

MIN.

"A"

NOTES:

1. DIAGONAL BRACE IS NOT REQUIRED FOR "A" LESS THAN THREE INCHES.

2. PROVIDE DIAGONAL BRACE AT LOCATION OF CONCENTRATED LOADS SUCH AS

PARTITIONS, HEAVY PIPES, MECHANICAL UNITS, HEAVY LIGHTS AND ANY OTHER

CONCENTRATED LOADS.

3. P = CONCENTRATED LOAD.

4. DIAGONAL BRACE IS REUQIRED WHEN POINT LOAD IS GREATER THAN 100 LBS.

1214 E. CONCORD ST.

ORLANDO, FLORIDA 32803

P: 407.377.7227

CERTIFICATE OF AUTHORIZATION No. 27343

LAURA ISABEL BARBERO BUFFA P.E. No. 74027

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

© Copyright Hanson Professional Services Inc. 2020

54321 6

E

D

C

B

A

54321 6

MARK DATE DESCRIPTION

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY LAURA ISABEL BARBERO

BUFFA ON THE DATE ADJACENT TO THE

SEAL. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

T O

T H

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.r v t

/2

/2

:0 :3

P

M

FEMALE DETENTION

CENTER BAS/FA

REPLACEMENT

3723 Vision Boulevard, Orlando, FL 32839

STRUCTURAL

GENERAL NOTES

AND DETAILS

S-001

04/26/2024

17G0159D1

LBB

MR

SA

100% CD

N.T.S.SCALE:

S-001

1 ROOF OPENING INFILL

N.T.S.SCALE:

S-001

NEW OPENING IN EXISTING ROOF

DECK

N.T.S.SCALE:

S-001

3 CONCENTRATED LOAD

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S-001

TYP.

SEE ARCH. FOR

ROOF CURB CAP

INFORMATION

SEE ARCH. FOR

ROOF CURB CAP

INFORMATION

1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.

2. DENOTES ROOF DECK INFILL. SEE 1/S-401. NEW INFILL DECK TO BE 1.5" TYPE B, 20 GAUGE, G90

GALVANIZED.

3. SEE MECHANICAL DRAWINGS FOR NEW ROOF OPENING SIZES AND LOCATIONS.

ROOF PLAN NOTES:

1214 E. CONCORD ST.

ORLANDO, FLORIDA 32803

P: 407.377.7227

CERTIFICATE OF AUTHORIZATION No. 27343

LAURA ISABEL BARBERO BUFFA P.E. No. 74027

KEY PLAN

A

C

B

D

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

© Copyright Hanson Professional Services Inc. 2020

54321 6

E

D

C

B

A

54321 6

MARK DATE DESCRIPTION

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY LAURA ISABEL BARBERO

BUFFA ON THE DATE ADJACENT TO THE

SEAL. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

T O

T H

E B

E S

T O

F T

H E

E N

G

IN

E E

R 'S

K N

O W

L E

D G

E T

H E

P L A

N S

A N

D S

P E

C

IF

IC

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C o rr e c ti o n s F

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C o n tr o ls

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O C

C o rr e c ti o n s F

D C

B A

S F

A S

C S

T R

R

.r v t

/2

/2

:0 :4

P

M

FEMALE DETENTION

CENTER BAS/FA

REPLACEMENT

3723 Vision Boulevard, Orlando, FL 32839

EXISTING ROOF

PLAN - AREA A

S-301

04/26/2024

17G0159D1

LBB

MR

SA

100% CD

1/8" = 1'-0"

EXISTING ROOF PLAN - AREA A

1011 12 13 14 15 16 17 18 19 20

A

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