SXHT 16-1028 Atch2 Drawings.pdf

PDF 11 MB Posted Jan 28, 2026

Attached to: REPAIR, RENOVATE PMEL
Solicitation number: FA252126B0001
Issued by: Department of the Air Force Space Command

About this file

Written by GovTribe AI · Jan 28, 2026

Summary

This is a set of construction design documents (Contract No. FA2521-24-D0002) for the Repair, Renovate PMEL Building 981 at Patrick Space Force Base in Florida. The project involves comprehensive renovation of mechanical, electrical, structural, fire alarm, and architectural systems within an existing Precision Measurement Equipment Laboratory (PMEL) facility. The contract is issued by the USSF 45th Civil Engineer Squadron with a 100% submittal dated July 9, 2025.

The mechanical work includes demolition and replacement of twelve air handling units (AHU-01 through AHU-12 plus OAU-01), new ductwork, piping systems, and building automation controls integrated with a BACnet IP system. Electrical work encompasses new power distribution, variable frequency drives (VFDs) for motor control, disconnect switches, and receptacles for the HVAC equipment, with power sourced from existing 480V/208Y120V panels (2DP-2, 2DP-3, 2DP-4, P-3, P-7). Structural repairs include concrete housekeeping pad construction for equipment and CMU wall crack repair. Fire alarm system replacement includes thirty manual pull stations, thirty smoke detectors, fifteen strobes, and integration with a campus-wide mass notification system. All work must comply with G10 SLD45 IFS HVAC Standards, 2023 NEC, UFC standards, and local Florida building codes. The project requires extensive coordination between trades, field verification of existing conditions, testing and balancing of HVAC systems, and compliance with hazardous materials protocols and environmental permitting requirements.

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Other files

File	Type	Posted
Abstract of Offers_Signed.pdf	PDF	Apr 1, 2026
Solicitation Amendment FA252126B00010005 SF 30 signed.pdf	PDF	Mar 30, 2026
SXHT 11-1066 Repair HVAC Sys. Various (As-Built).pdf	PDF	Mar 30, 2026
Solicitation Amendment FA252126B00010004 SF 30.pdf	PDF	Mar 17, 2026
SXHT 16-1028 Repair Renovate PMEL BLDG 981 Questions and Answers.pdf	PDF	Mar 17, 2026
Solicitation Amendment FA252126B00010003 SF 30.pdf	PDF	Feb 26, 2026
Pre Bid Visit Sign in Sheet.pdf	PDF	Feb 11, 2026
SXHT 16-1028 Atch14 Site Visit Rules of Engagement PMEL.pdf	PDF	Feb 9, 2026
Solicitation Amendment FA252126B00010002 SF 30.pdf	PDF	Feb 9, 2026
Solicitation Amendment FA252126B00010001 SF 30.pdf	PDF	Feb 2, 2026
SXHT 16-1028 Atch1 SOW.pdf	PDF	Jan 28, 2026
SXHT 16-1028 Atch6 Haz Waste Form.pdf	PDF	Jan 28, 2026
SXHT 16-1028 Atch7 Liq Damages.pdf	PDF	Jan 28, 2026
SXHT 16-1028 Atch13 Wage Determination.pdf	PDF	Jan 28, 2026
Solicitation - FA252126B0001.pdf	PDF	Jan 28, 2026
SXHT 16-1028 Atch5 ODS.pdf	PDF	Jan 28, 2026
SXHT 16-1028 Atch8 Procurement Rqst Ltr.pdf	PDF	Jan 28, 2026
SXHT 16-1028 Atch9 Q and A Template.pdf	PDF	Jan 28, 2026
SXHT 16-1028 Atch3 Technical Specifications.pdf	PDF	Jan 28, 2026
SXHT 16-1028 Atch4 GPP.pdf	PDF	Jan 28, 2026
SXHT 16-1028 Atch10 SDVOSB Self-Performance Certification Worksheet.pdf	PDF	Jan 28, 2026
SXHT 16-1028 Atch11 CECC Form 3052.xls	XLS spreadsheet	Jan 28, 2026
SXHT 16-1028 Atch12 Badge Request 45 SFS Form V13.pdf	PDF	Jan 28, 2026

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PINEDA EXPRESSWAY

SOUTH GATE (PERSONNEL ONLY)

BUILDING 423-CONTRACTING OFFICER

BUILDING 535-45TH CES

S F

S B

C O

N S

T R

U C

S.R. A1A

GOLF

COURSE

D O

M E

C O

N T

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L T

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E R

SPACE FORCE BASE

MIAMI

TAMPA

ORLANDO

PATRICK

TALLAHASSEE

JACKSONVILLE

PROJECT

AREA

S T

E OF F OL R I

R E

IST

ED ARCH

T EC

AR0012815

BYRON L . TRAMONTE

54321 6

SHEET

IDENTIFICATION

U S

S F

T H

N G

E R

S Q

U A

D R

O N

C O

N T

R A

C T

N O

-2

-D

DRAWN BY:

DATE:

REVIEWED BY:

SUBMITTED BY:

S P

A C

E S

P A

C E

P O

R T

A R

C H

C T

U R

E C

E N

E E

G C

C S

F S

I N

ET A T

E T

P AC

R F

N T

O C

C E

R F

A IR

T O F

E D

P A

XIXMM

K. BROWN

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER

FDEP/IND. WASTE WATER

FDEP/FUEL TANK

NOI/SWPPP

IRP

SURVEY/WILDLIFE

ARCHEO./HISTORICAL

SLD45 RISK ASSESSMENT

NONE

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIALS NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTRIBUTED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HAZARDOUS MATERIALS YES NO

NOT

VERIFIED

ASBESTOS

HEAVY METALS

LEAD

PCB

GROUNDWATER CONTAMINATION

If this item has been electronically signed and sealed by the licensed professional named above using a digital signature and date. Printed copies of this document are not considered signed and sealed, and the signature must be verified on electronic copies.

To the best of the architect’s or engineer’s knowledge, the plans and specifications comply with the applicable minimum building codes and applicable fire safety standards as determined by the local authority in accordance with Florida Statutes chapters 553 and 633.

R E

P A

R E

N O

V A

T E

P M

E L B

L D

G-001

C O

V E

R S

H E

E T

B. TREMONTE

J. GUYMON

07/09/2025

S X

H T

-1

A. FRANZONE

PATRICK SPACE FORCE BASE

FLORIDA

SXHT 16 -1028

REPAIR, RENOVATE PMEL BLDG

GENERAL SHEET INDEX

SHEET

NUMBER SHEET NAME 4

S U

B M

A L

S U

B M

A L

S U

B M

A L

S U

B M

A L

G-001 COVER SHEET ■ ■ ■ ■

GRAND TOTAL: 1

MECHANICAL SHEET INDEX

M-001 LEGENDS & GENERAL NOTES ■ ■ ■ ■

M-002 GENERAL NOTES ■ ■ ■ ■

MD-100 COMPOSITE HVAC DEMOLTION PLAN ■ ■ ■ ■

MD-101 ENLARGED HVAC DEMOLITION FLOOR PLAN ■ ■ ■ ■

MD-102 ENLARGED HVAC DEMOLITION FLOOR PLAN ■ ■ ■ ■

M-101 COMPOSITE HVAC FLOOR PLAN ■ ■ ■ ■

M-102 ENLARGED HVAC FLOOR PLANS ■ ■ ■ ■

M-103 ENLARGED HVAC FLOOR PLANS ■ ■

M-104 ENLARGED HVAC FLOOR PLANS ■ ■ ■ ■

M-105 ENLARGED HVAC FLOOR PLANS ■ ■

M-106 ENLARGED HVAC FLOOR PLANS ■ ■

M-501 MECHANICAL DETAILS ■ ■ ■ ■

M-502 MECHANICAL DETAILS ■ ■ ■ ■

M-601 MECHANICAL SCHEDULES ■ ■ ■ ■

M-701 MECHANICAL CONTROL DIAGRAMS ■ ■

M-702 MECHANICAL CONTROL DIAGRAMS ■ ■

M-703 MECHANICAL CONTROL DIAGRAMS ■ ■

M-704 MECHANICAL CONTROL DIAGRAMS ■ ■

M-705 MECHANICAL CONTROL DIAGRAMS ■ ■

GRAND TOTAL: 19

ELECTRICAL SHEET INDEX

E-001 LEGEND, ABBREVIATIONS, NOTES ■ ■ ■ ■

E-100 OVERALL ELECTRICAL PLAN ■ ■ ■ ■

ED-101A 1ST FLOOR - POWER PLAN - QUAD A - DEMOLITION ■ ■ ■ ■

ED-101B 1ST FLOOR - POWER PLAN - QUAD B - DEMOLITION ■ ■ ■ ■

ED-101C 1ST FLOOR - POWER PLAN - QUAD C - DEMOLITION ■ ■ ■ ■

ED-101D 1ST FLOOR - POWER PLAN - QUAD D - DEMOLITION ■ ■ ■ ■

E-101A 1ST FLOOR - POWER PLAN - QUAD A ■ ■ ■ ■

E-101B 1ST FLOOR - POWER PLAN - QUAD B ■ ■ ■ ■

E-101C 1ST FLOOR - POWER PLAN - QUAD C ■ ■ ■ ■

E-101D 1ST FLOOR - POWER PLAN - QUAD D ■ ■ ■ ■

E-601 ONE LINE DIAGRAM ■ ■ ■

E-701 PANEL SCHEDULES ■ ■ ■

E-702 PANEL SCHEDULES ■ ■

GRAND TOTAL: 13

FIRE ALARM SHEET INDEX

FA-001 FIRE ALARM NOTES AND DETAILS ■ ■ ■ ■

FAD-101 FIRE ALARM DEMO PLAN ■ ■ ■ ■

FA-101 PROPOSED FIRE ALARM FLOOR PLAN ■ ■ ■ ■

GRAND TOTAL: 3

STRUCTURAL SHEET INDEX

S-001 GENERAL NOTES ■ ■ ■ ■

SD-101 DEMO - SLAB PLAN ■ ■ ■ ■

SD-401 DEMO - ENLARGED SLAB PLANS ■ ■ ■ ■

S-101 OVERALL SLAB PLAN ■ ■ ■ ■

S-401 ENLARGED SLAB PLANS ■ ■ ■ ■

S-501 SECTIONS & DETAILS ■ ■ ■ ■

GRAND TOTAL: 6

LOCATION MAP

VICINITY MAP

ARCHITECTURAL SHEET INDEX

A-101 FLOOR PLAN ■ ■ ■ ■

GRAND TOTAL: 1

L ANGLE

ARCH ARCHITECT; ARCHITECTURAL

@ AT

CMU CONCRETE MASONRY UNIT

GALV GALVANIZED

LLV LONG LEG VERTICAL

MAX MAXIMUM

NTS; N.T.S. NOT TO SCALE

OC; O.C. ON CENTER

PSI POUNDS PER SQUARE INCH

THRU THROUGH

TYP TYPICAL

UNO; U.N.O. UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

KSI KIPS PER SQUARE INCH

ABBREVIATIONS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

AWS AMERICAN WELDING SOCIETY

ACI AMERICAN CONCRETE INSTITUTE

MIN MINIMUM

V.I.F. VERIFY IN FIELD

FLR FLOOR

FIN FINISH

MECH MECHANICAL

T/ TOP OF

EQUIP EQUIPMENT

POINT OF REFERENCE

EARTH

CONCRETE

SECTION LETTER

WHERE DRAWN

DETAIL NUMBER

WHERE DRAWN

ELEVATION

DESCRIPTIONSYMBOL

SYMBOLS AND LEGEND

NORTH

KEY NOTE

NORTH ARROW

S-XXX

DEMO

EXISTING GRID

MECHANICAL ANCHORS:

1. FOR POST-INSTALLED MECHANICAL ANCHORS INTO CONCRETE MASONRY, PRODUCTS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC01 OR ICC-ES106. ALL MASONRY CELLS TO RECEIVE ANCHORS SHALL BE GROUTED SOLID. INSTALLATION SHALL COMPLY WITH MANUFACTURER'S LATEST ICCC-ES APPROVAL PRE-APPROVED

ANCHORS INCLUDE:

2. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED ABOVE MAY BE SUBMITTED BY THE CONTRACTOR TO THE CONTRACTING OFFICER FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS HAVING A CODE REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATION. SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS DEMONSTRATING THE SUBSTITUTION IS THE EQUIVALENT CAPABLE OF ACHIEVING PERFORMANCE VALUES

OF THE PRE-APPROVED PRODUCTS.

3. MECHANICAL ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR SHALL CONTACT THE MANUFACTURER FOR PRODUCT INSTALLATION TRAINING. MANUFACTURER'S FIELD REPRESENTATIVE SHALL PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED, PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE

AND BE MADE AVAILABLE TO THE CONTRACTING OFFICER AS REQUESTED.

A. SIMPSON STRONG-TIE STRONG-BOLT 2

B. SIMPSON STRONG-TIE TITEN HD

C. HILTI KWIK BOLT 3

D. HILTI KWIK KH-EZ

E. DEWALT POWER-STUD+ SD1

F. DEWALT SCREW-BOLT+

CONCRETE:

2. CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT AS NOTED. ALL CONCRETE STRENGTHS (AT 28 DAYS) SHALL BE AS

FOLLOWS:

FOUNDATIONS & SLABS ON GROUND

ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST ADOPTED PROVISIONS OF ACI 318, AND ACI 301 AND THE APPLICABLE

CODES AND STANDARDS REFERENCED IN THE DESIGN STANDARDS.

PERMANENTLY EXPOSED TO EARTH) 3 INCHES

FOOTINGS, (CAST AGAINST &

STRUCTURAL ELEMENT CLEAR COVER

CONCRETE PROTECTION FOR REINFORCING (U.N.O):4.

3. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM.

ALL REINFORCING STEEL SHALL BE PLACED WITHIN TOLERANCES SPECIFIED IN ACI 315.

AT THE TIME CONCRETE IS PLACED, REINFORCEMENT SHALL BE FREE FROM MUD, OIL OR OTHER NONMETALLIC COATINGS

THAT DECREASE BOND.

DEFORMED REBAR (TYP UNO): FY = 60 KSI (A615, GRADE 60)

4000 PSI

CHAMFER EXPOSED CORNERS OF CONCRETE CONSTRUCTION WITH STANDARD 3/4" CHAMFERS, UNO.

1. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL TEMPORARY SCAFFOLDING, PLATFORMS, BARRICADES, RAILINGS, SCREENING, ETC. NECESSARY TO PROTECT EXISTING FACILITIES, STRUCTURES AND THE PUBLIC DURING DEMOLITION AND ERECTION OF THE CONSTRUCTION, AS WELL AS FOR JOB SAFETY. JOB SAFETY, CONSTRUCTION AND DEMOLITION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONS TO MINIMIZE VIBRATION, NOISE, DUST AND DEBRIS IN ALL AREAS ADJACENT TO AREAS OF DEMOLITION.

DEMOLITION:

2. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE CONTRACTING OFFICER FOR THE TEMPORARY SUSPENSION OF USE OF ANY FACILITY OR PORTION THEREOF, AND THE ASSOCIATED BARRICADING REQUIREMENTS WITHIN A MINIMUM OF 7

DAYS PRIOR TO COMMENCING WORK.

3. THE CONTRACTOR IS REQUIRED TO PERFORM HIS WORK IN A MANNER, WHICH WILL NOT CONFLICT WITH ANY OPERATION, WHICH IS TO REMAIN FUNCTIONAL DURING THE COURSE OF THE PROJECT, UNTIL SUCH OPERATION IS SCHEDULED TO BE SHUT

DOWN.

4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE CONTRACTING OFFICER FOR THE TEMPORARY SUSPENSION OF USE

OF ANY UTILITY SYSTEM, A MINIMUM OF 3 DAYS PRIOR TO COMMENCING WORK.

5. AT ALL LOCATIONS WHERE CONSTRUCTION WILL INTERFACE WITH EXISTING ELEMENTS, CUT THROUGH EXISTING STRUCTURE

IN STRAIGHT AND TRUE LINES TO ENSURE A NEAT INTERFACE.

6. AT ALL LOCATIONS WHERE THE DEMOLITION OF A CONCRETE MEMBER LEAVES THE ENDS OF REINFORCING STEEL EXPOSED, PROVIDE THE FOLLOWING:

7. BEFORE DEMOLISHING ANY STRUCTURAL ELEMENT, INSTALL ALL REQUIRED TEMPORARY AND/OR PERMANENT BRACING AND

SUPPORTS.

8. PROVIDE TEMPORARY CLOSURE OF ALL ROOF FASCIA, WALL AND OTHER OPENINGS TO PROTECT BUILDING FROM EXPOSURE TO UNDESIRABLE ELEMENTS UNTIL 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

DELEGATED ENGINEER.

9. UPON COMPLETION OF CONSTRUCTION UNDER EACH PHASE, ALL DEMOLISHED AREAS SHALL BE RESTORED TO ACCEPTABLE USAGE ACCORDING TO THE CONTRACT DOCUMENTS AS DETERMINED BY THE CONTRACTING OFFICER.

10. 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.

A. CHIP CONCRETE FROM AROUND THE STEEL TO A DEPTH OF 1".

B. CUT OFF REINFORCING STEEL NOT LESS THAN 3/4" BELOW THE CONCRETE SURFACE.

C. FILL THE CAVITY FLUSH WITH A HIGH MODULUS GEL EPOXY.

11. CONTRACTOR'S OPTION TO ENLARGE MECHANICAL EQUIPMENT PADS IN LIEU OF REPLACING. COORDINATE PAD LOCATIONS AND

SIZE WITH MECHANICAL DRAWINGS AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS.

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DATE:

REVIEWED BY:

SUBMITTED BY:

S P A C E

S P

A C

E P

O R

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C C

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P A

XIXMM

K. BROWN

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P A

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N O

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P M

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B L D

S-001

G E

N E

R A

L N

O T

E S

M. ROHAUS

K. WHITE

07/09/2025

S X

H T

-1

A. FRANZONE

GENERAL NOTES:

ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

THE CONTRACTOR SHALL WORK STRUCTURAL DRAWINGS TOGETHER WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS AS APPLICABLE TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, REGLETS, BOLT SETTINGS, GRADES, ETC. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK. DO NOT PENETRATE STRUCTURAL ELEMENTS (BEAMS, COLUMNS, WALLS, SLABS, STEEL DECKS, ETC.) WITHOUT

PRIOR WRITTEN APPROVAL OF THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONNECTIONS, EMBED PLATE AND ANCHOR BOLT LOCATIONS FROM EQUIPMENT MANUFACTURER'S APPROVED DRAWINGS AND STEEL FABRICATOR'S ANCHOR BOLT AND EMBED PLATE SETTING

PLANS, WHICH HAVE BEEN APPROVED BY THE CONTRACTING OFFICER.

ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND SPECIFICATIONS2.

1. DESIGN IS BASED ON THE APPLICABLE CODES AND STANDARDS REFERENCED IN THE DESIGN STANDARDS.

THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS PRIOR TO ORDERING ANY MATERIALS AND SHALL NOTIFY THE CONTRACTING OFFICER IF DIFFERENT FROM WHAT IS SHOWN ON THE DRAWINGS.

THE CONTRACTOR SHALL REVIEW THESE DRAWINGS AND VISIT THE PROJECT SITE BEFORE CONSTRUCTION BEGINS TO COMPARE ALL EXISTING CONDITIONS WITH WHAT IS SHOWN ON THESE DRAWINGS. IF THERE ARE CONDITIONS WHICH ARE

DIFFERENT FROM WHAT IS SHOWN, THE CONTRACTING OFFICER SHALL BE NOTIFIED.

ALL STRUCTURES ARE DESIGNED TO BE STABLE AND SELF-SUPPORTING IN THEIR COMPLETED CONSTRUCTED STATE AT THE END OF CONSTRUCTION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES THAT ENSURE THE STABILITY OF STRUCTURES AND ITS COMPONENTS DURING CONSTRUCTION. THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION OF SUPPORTS, BRACING, GUYS WIRES, TIE DOWNS, SHORING AND RE-SHORING. SUCH TEMPORARY SUPPORTS SHALL BE DESIGNED BY QUALIFIED REGISTERED PROFESSIONAL ENGINEERS RETAINED BY THE CONTRACTOR, IN ACCORDANCE WITH LOCAL STATUTES AND REGULATIONS. TEMPORARY SUPPORTS SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AND INFORMATION RELATED TO THEM IS NOT INCLUDED IN THE CONTRACT DOCUMENTS.

SHOP DRAWING SUBMITTALS:

A. CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER FOR REVIEW SHOP DRAWINGS FOR ALL APPLICABLE TRADES

IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

B. IN ORDER TO EXPEDITE REVIEW OF SHOP DRAWINGS BY CONTRACTING OFFICER AND AVOID ANY NEED FOR RE-SUBMITTAL BY THE CONTRACTOR, SUBMITTED SHOP DRAWINGS SHALL BE COMPLETE WITH ADEQUATE AND NECESSARY INFORMATION

SHOWN TO FACILITATE THEIR REVIEW.

C. CONTRACTOR SHALL REVIEW THE SHOP DRAWINGS THOROUGHLY AND VERIFY DIMENSIONS, ELEVATIONS, QUANTITIES, ETC. BEFORE SUBMITTING TO THE CONTRACTING OFFICER FOR REVIEW. SHOP DRAWINGS NOT REVIEWED AND MARKED

APPROVED BY THE CONTRACTOR WILL BE REJECTED AND RETURNED.

D. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION BETWEEN SHOP DRAWINGS AND DRAWINGS OF DIFFERENT TRADES. ANY FIELD ISSUES AS A RESULT OF THE LACK OF SUCH COORDINATION SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

10.

DO NOT SCALE THE STRUCTURAL DRAWINGS TO DETERMINE DIMENSIONS OR MATERIAL QUANTITIES.

DESIGN STANDARDS:

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE AND PUBLICATIONS LISTED BELOW. IN THE CASE OF

CONFLICTING REQUIREMENTS, THE BUILDING CODE SHALL GOVERN.

2. APPLICABLE CODES AND STANDARDS:

BUILDING CODE

ACI 318-19

TMS 402/602-22

AISC 360-22

AISI S100-16(2020) w/S2-20

ASCE 7-22

AWS D1.1-D1.1M-2020

SLD 45 IFS (22 APRIL 2024)

G04 SLD 45 IFS STRUCTURES STANDARDS

(1 JANUARY 2024)

UFC 1-200-01 (CHANGE 3, FEBRUARY 2024)

UFC 3-301-01 (CHANGE 1, 02 OCTOBER 2023)

FC 4-218-01F - PMEL FACILITIES CRITERIA

INTERNATIONAL BUILDING CODE 2024 (IBC). (INCLUDING BUILDING

CODE AMENDMENTS SPECIFIC TO THE PROJECT SITE

JURISDICTION)

AMERICAN CONCRETE INSTITUTE, "BUILDING CODE REQUIREMENTS

FOR STRUCTURAL CONCRETE AND COMMENTARY"

THE MASONRY SOCIETY, "BUILDING CODE REQUIREMENTS AND

SPECIFICATIONS FOR MASONRY STRUCTURES"

AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "SPECIFICATION

FOR STRUCTURAL STEEL BUILDINGS"

AMERICAN IRON AND STEEL INSTITUTE, "NORTH AMERICAN

SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS"

AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS

AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER

STRUCTURES"

AMERICAN WELDING SOCIETY, "STRUCTURAL WELDING

CODE - STEEL"

SPACE LAUNCH DELTA 45 INSTALLATION FACILITY STANDARDS

STRUCTURES STANDARDS

UNIFIED FACILITIES CRITERIA, DOD BUILDING CODE

UNIFIED FACILITIES CRITERIA, STRUCTURAL ENGINEERING

FACILITIES CRITERIA FOR PRECISION MEASUREMENT EQUIPMENT

LABORATORY DESIGN AND CONSTRUCTION

DESIGN CRITERIA:

DESIGN WIND LOAD: (PER ASCE 7)2.

OCCUPANCY RISK CATEGORY II

EXPOSURE CATEGORY C

ULTIMATE WIND SPEED, Vult 149 MPH

NOMINAL WIND SPEED, Vasd 116 MPH

ENCLOSURE CLASSIFICATION ENCLOSED

INTERNAL PRESSURE COEFFICIENT ±0.18

1. DESIGN DEAD LOADS:

MECHANICAL EQUIPMENT SELF WEIGHT

F L O R I D

P R

O F

S S

I O N A L E N G

I N

E E

W E R

L I C E N S E

No. 82400

STATE OF

ATTHE OHAUS

SD-401

DRAWING NOTES:

1. SEE SHEET S-001 FOR GENERAL NOTES AND ABBREVIATIONS.

54321 6

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DRAWN BY:

DATE:

REVIEWED BY:

SUBMITTED BY:

S P A C E

S P

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T A

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T U

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E R

C C

S F

F L

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P AC

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O C

C E

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A IR

T O F

E D

P A

XIXMM

K. BROWN

R E

P A

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N O

V A

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P M

E L

B L D

SD-101

D E

M O

L A

B P

L A

M. ROHAUS

K. WHITE

07/09/2025

S X

H T

-1

A. FRANZONE

SCALE: 1/16" = 1'-0"1

DEMO - SLAB PLAN

0 8' 16' 32' 48'

SCALE: 1/16" = 1'-0"

NORTH

KEY PLAN

F L O R I D

P R

O F

S S

I O N A L E N G

I N

E E

W E R

L I C E N S E

No. 82400

STATE OF

2 2

DRAWING NOTES:

1. SEE SHEET S-001 FOR GENERAL NOTES AND ABBREVIATIONS.

KEYNOTES:

1. DEMOLISH CONCRETE PAD TO BE FLUSH WITH SURROUNDING SLAB.

2. DEMOLISH CONCRETE PEDESTALS TO BE FLUSH WITH SURROUNDING SLAB.

2A-A

SD-401

A-A

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DATE:

REVIEWED BY:

SUBMITTED BY:

S P A C E

S P

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P A

XIXMM

K. BROWN

R E

P A

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V A

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P M

E L

B L D

SD-401

D E

M O

N L A

R G

E D

S L A

B P

L A

N S

M. ROHAUS

K. WHITE

07/09/2025

S X

H T

-1

A. FRANZONE

SCALE: 1/4" = 1'-0"1

EQUIP PAD DEMO PLAN - AREA A, AHU-01, 02, & 03

SCALE: 1/4" = 1'-0"2

EQUIP PAD DEMO PLAN - AREA B, AHU-04

SCALE: 1/4" = 1'-0"4

EQUIP PAD DEMO PLAN - AREA D, AHU-06

SCALE: 1/4" = 1'-0"5

EQUIP PAD DEMO PLAN - AREA E, AHU-09 & 10

SCALE: 1/4" = 1'-0"6

EQUIP PAD DEMO PLAN - AREA F, AHU-11 & 12

SCALE: 1/4" = 1'-0"3

EQUIP PAD DEMO PLAN - AREA C, AHU-05

0 2' 4' 8' 12'

SCALE: 1/4" = 1'-0"

NORTH

KEY PLAN

F L O R I D

P R

O F

S S

I O N A L E N G

I N

E E

W E R

L I C E N S E

No. 82400

STATE OF

S-401

DRAWING NOTES:

1. SEE SHEET S-001 FOR GENERAL NOTES AND ABBREVIATIONS.

54321 6

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IDENTIFICATION

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DRAWN BY:

DATE:

REVIEWED BY:

SUBMITTED BY:

S P A C E

S P

A C

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XIXMM

K. BROWN

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P A

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S-101

O V

E R

A L L S

L A

B P

L A

M. ROHAUS

K. WHITE

07/09/2025

S X

H T

-1

A. FRANZONE

SCALE: 1/16" = 1'-0"1

OVERALL SLAB PLAN

0 8' 16' 32' 48'

SCALE: 1/16" = 1'-0"

NORTH

KEY PLAN

F L O R I D

P R

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S S

I O N A L E N G

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W E R

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No. 82400

STATE OF

5' -3

4' -8

4'-8"

11'-11" 7"

4' -7

'-4

11'-6" 4"

7'-3" 7'-0"

'-1

1 5' -3

8" 4'-10" 5'-6"

1' -1

0" 9'

-4

6" 6'-2"

5'-7" 7'-0"

S-501

1' -9

'-4

1 1

1'-5" 6'-8" 8'-0" 5'-2" 1'-9"

1" 9'

-1 0"

1" 9'

-1 0"

DRAWING NOTES:

1. SEE SHEET S-001 FOR GENERAL NOTES AND ABBREVIATIONS.

2. CONTRACTOR'S OPTION TO ENLARGE MECHANICAL EQUIPMENT PADS IN LIEU

OF REPLACING. COORDINATE PAD LOCATIONS AND SIZE WITH MECHANICAL

DRAWINGS AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS.

KEYNOTES:

1. HOUSEKEEPING PAD. SEE TYPICAL DETAIL ON S-501.

VERIFY SIZE WITH APPROVED EQUIPMENT SHOP DRAWINGS PRIOR TO

POURING, COORDINATE LOCATIONS WITH MECHANICAL DRAWINGS.

1'-10" 5'-10"

1' -9

-4

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DATE:

REVIEWED BY:

SUBMITTED BY:

S P A C E

S P

A C

E P

O R

T A

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C C

S F

F L

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C E

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P A

XIXMM

K. BROWN

R E

P A

R E

N O

V A

T E

P M

E L

B L D

S-401

E N

L A

R G

E D

S L A

B P

L A

N S

M. ROHAUS

K. WHITE

07/09/2025

S X

H T

-1

A. FRANZONE

SCALE: 1/4" = 1'-0"1

EQUIP PAD PLAN - AERA A, AHU-01, 02, & 03

SCALE: 1/4" = 1'-0"2

EQUIP PAD PLAN - AREA B, AHU-04

SCALE: 1/4" = 1'-0"4

EQUIP PAD PLAN - AREA D, AHU-06

SCALE: 1/4" = 1'-0"5

EQUIP PAD PLAN - AREA E, AHU-09 & 10

SCALE: 1/4" = 1'-0"6

EQUIP PAD PLAN - AREA F, AHU-11 & 12

SCALE: 1/4" = 1'-0"3

EQUIP PAD PLAN - AREA C, AHU-05

0 2' 4' 8' 12'

SCALE: 1/4" = 1'-0"

NORTH

KEY PLAN

F L O R I D

P R

O F

S S

I O N A L E N G

I N

E E

W E R

L I C E N S E

No. 82400

STATE OF

O V

E F

U N

S E

E M

E C

H D

R A

G S

NOTE:

1. COORDINATE PAD LOCATIONS AND SIZE WITH MECHANICAL

DRAWINGS AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS

2. EQUIPMENT MANUFACTURER SHALL COMPLY WITH FC 4-218-01F -

PMEL FACILITIES CRITERIA.

ROUGHEN TO 1/4" AMPLITUDE & APPLY

BONDING AGENT

ADHESIVE ANCHORS, REFER TO

EQUIPMENT SHOP DRAWINGS FOR TYPE,

SIZE, PROJECTION AND LOCATION

SEE NOTE

MIN

#4@12" OC, EW

CENTERED

C U

R B

H E

T/ EXISTING SLAB

NOTE: CONTRACTOR'S OPTION TO ENLARGE PAD IN

LIEU OF REPLACING. COORDINATE PAD LOCATIONS

AND SIZE WITH MECHANICAL DRAWINGS AND

EQUIPMENT MANUFACTURER'S RECOMMENDATIONS.

ROUGHEN TO 1/4" AMPLITUDE & APPLY

BONDING AGENT

ADHESIVE ANCHORS & MOUNTING

HARDWARE, REFER TO EQUIPMENT

SHOP DRAWINGS FOR TYPE, SIZE,

PROJECTION AND LOCATION

SEE NOTE

MIN

C U

R B

H E

M A

T C

H E

T/ SLAB

#4 @ 12" O.C. EACH WAY

12" MINIMUM

VARIES

EXISTING SLAB

ON GRADE

CMU CRACKS KEY NOTES:

1. VERTICAL CRACKS - RAKE CRACK AND INSTALL

FLEXIBLE EPOXY CRACK FILLER.

2. HORIZONTAL CRACKS - AT STRUCTURAL

SUPPORTING LINTELS. RAKE AND REPOINT AT

MORTAR JOINTS, INJECT EPOXY AT CRACKS

THAT ARE NOT ON A JOINT.

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DATE:

REVIEWED BY:

SUBMITTED BY:

S P A C E

S P

A C

E P

O R

T A

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R E

N G

E R

C C

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P A

XIXMM

K. BROWN

R E

P A

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N O

V A

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P M

E L

B L D

S-501

S E

C T

D E

T A

M. ROHAUS

K. WHITE

07/09/2025

S X

H T

-1

A. FRANZONE

SCALE: 3/4" = 1'-0"1

TYPICAL INTERIOR HOUSEKEEPING PAD

SCALE: 3/4" = 1'-0"2

ENLARGED EXISTING INTERIOR

HOUSEKEEPING PAD DETAIL

SCALE: NTS3

CMU WALL REPAIR DETAIL

0 1' 2' 3' 4'

SCALE: 3/4" = 1'-0"

F L O R I D

P R

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S S

I O N A L E N G

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W E R

L I C E N S E

No. 82400

STATE OF

SMC/PERATON

SMC/RGNEXT

HALL-1

MECH

SMC/PELP

29C

SMC/PELP

29B

SMC/PELP

29A

SMC/RGNEXT

SMC/PELP

SMC/MILVETS

SMC/MILVET

SMC/PERATON

SMC/RGNEXT

COMMON AREA

44B

45RANS/PMEL

44A

45RANS/PMEL

MECH5

15A

45RANS/PMEL

Room

RR1

JAN1

RR3

RR2

45RANS/PMEL

COMMON AREA

50B

45RANS/PMEL

50A

45RANS/PMEL

SMC/RGNEXT

45RANS/PMEL

MECH7

17A

SMC/RGNEXT

SMC/PELP

SMC/RGNEXT

154A

SMC/PERATON

156A

SMC/PELP

SMC/RGNEXT

SMC/PELP

SMC/AEROSPACE

SMC/PELP

SMC/RGNEXT

20A

SMC/RGNEXT

SMC/PELP

134A

SMC/PELP

133A

45/RANS/PMEL

45RANS/PMEL

51A

COMMON AREA

SMC/PELP

127 SMC/PELP

SMC/SE&I

SMC/PELP

SMC/MILVETS

124A

SMC/MILVETS

118A

COMMON AREA

SMC/PELP

COMMON AREA

123A

COMMON AREA

123B

COMMON AREA

123C

MECH8

18A

JAN2

45RANS/PMEL

55A

45RANS/PMEL

55C

COMMON

55B

HALL3

45RANS/PMEL

50C

45RANS/PMEL

58A

45RANS/PMEL

SMC/PELP

SMC/PELP/CC

101A

SMC/PELP/CD

101B

SMC/PELP/CCS

SMC/PELP

SMC/PELP/DO

107A

MECH9

19A

SMC/PELP

120A

SMC/PELP

WORKER/ADMIN

120B

SMC/PELP

WORKER/ADMIN

HALL4

28' - 0"

ELEC.

29D

MEZZANINE ABOVE

SMC/RGNEXT

A-101

DEMOLISH

EXISTING DUCT

AND PATCH

FLOOR

5/8" GWB FINISH TO

LEVEL 4 AND PAINT

ON 3 5/8" 20G MTL

STUDS CHASE

2' - 8 1/2"

1' - 8"

NEW MECHANICAL

DUCT

MEZZANINE

12' - 6"

REMOVE EXISTING DUCT

NEW DUCT LOCATION,

SEE MECH.

FURRED

ENCLOSED NEW

DUCT

EXISTING GYPSUM

BOARD CEILING

S T

E OF F OL R I

R E

IST

ED ARCH

T EC

AR0012815

BYRON L . TRAMONTE

54321 6

SHEET

IDENTIFICATION

U S

S F

T H

N G

E R

S Q

U A

D R

O N

C O

N T

R A

C T

N O

-2

-D

DRAWN BY:

DATE:

REVIEWED BY:

SUBMITTED BY:

S P A C E

S P

A C

E P

O R

T A

R C

E C

T U

R E

N G

E R

C C

S F

F L

I N

ET A T

E T

P AC

R F

N T

O C

C E

R F

A IR

T O F

E D

P A

XIXMM

K. BROWN

R E

P A

R E

N O

V A

T E

P M

E L B

L D

A-101

F L O

O R

P L A

B. TREMONTE

J. GUYMON

07/09/2025

S X

H T

-1

A. FRANZONE

1/16" = 1'-0"1

FIRST FLOOR PLAN

0 8' 16' 32' 48'

1/16" = 1'-0"

NORTH

1/16" = 1'-0"2

MEZZANINE FLOOR PLAN

1/4" = 1'-0"3

NEW DUCTING DETAIL

1/4" = 1'-0"4

DUCTING SECTION

0 2' 4' 8' 12'

1/4" = 1'-0"

KEY PLAN

LOC

" 5

MANUAL PULL

STATION

FMCU

FSA

T O

SPEAKER/STROBE

WALL-MOUNTED

SPEAKER

TEXT

FIRE ALARM AND MASS NOTIFICATION SYSTEM SEQUENCE OF OPERATION MATRIX

MANUAL PULL STATION

ALARM AT

FMCU AND

FSA

SUPERVISORY

AT FMCU AND

FSA

TROUBLE

AT FMCU

AND FSA

ALARM AT

RECEIVING

STATION

TROUBLE AT

RECEIVING

STATION

SUPERVISORY

AT RECEIVING

STATION

ACTIVATE

SPEAKERS/

STROBES

SHUTDOWN

RESPECTIVE

AHU

SMOKE DETECTOR

DUCT SMOKE DETECTOR

IMPUT FROM CAMPUS-WIDE

MASS NOTIFICATION SYSTEM

ALARM SILENCE

(FMCU OR FSA)

AC POWER FAIL

LOW BATTERY

OVERRIDE FA

MESSAGE (IF

SIMULTANEOUSLY

ACTIVE)

FMCU TROUBLE CONDITIONS

(OPENS, GROUNDS, SHORTS)

FMCU MICROPHONE

DEACTIVATE

SPEAKERS/

STROBES

WATERFLOW SWITCH

TAMPER SWITCH

EXTERIOR WATER

FLOW BELL (NON-

SILENCEABLE)

ACTIVATE

CORRESPONDING

MESSAGE ON

TEXT DISPLAY

INPUT FROM LOC

FMCU

SPEAKER/

STROBES

MANUAL PULL

STATIONS

SMOKE

DETECTORS

TO 120 VAC

P P

STROBES

SPD

SPEAKER/

STROBES

SPEAKER/

STROBES

30 30 75 75

SPEAKER/

STROBES

15 15

SPEAKER/

STROBES

15 15

SPEAKER/

STROBES

110 110

FSA

DUCT SMOKE

DETECTORS

AHU

SHUTDOWN

XMIT

TEXT TEXT

EOL

STROBES

SPEAKER

LOCLOC

MANUAL PULL STATION

FIRE ALARM AND MNS STROBE WITH CLEAR LENS,

WALL MOUNTED

XX = CANDELA RATING

FIRE ALARM AND MASS NOTIFICATION SPEAKER

(CEILING-MOUNTED)

FIRE ALARM AND MASS NOTIFICATION

CONTROL UNIT

MONITOR MODULE

PHOTOELECTRIC SMOKE DETECTOR

INDICATES WEATHERPROOFWP

DUCT SMOKE DETECTOR

LOCAL OPERATOR CONSOLE (RECESSED)

WITH REMOTE MICROPHONE AND HVAC

SHUTDOWN SWITCH

RELAY MODULE

LOC

FMCU

FIRE ALARM LEGEND

FSA FIRE ALARM REMOTE ANNUNCIATOR

PANEL (RECESSED)

FIRE ALARM AND MNS SPEAKER/STROBE WITH

CLEAR LENS, WALL MOUNTED

XX = CANDELA RATING

FIRE ALARM AND MASS NOTIFICATION SPEAKER

XMIT TRANSMITTER

TEXT TEXT MESSAGE SIGN

FIRE ALARM SPEAKER/STROBE LOCATION WITH

CLEAR AND AMBER LENS (EXISTING)

XX = CANDELA RATING

FIRE ALARM SPEAKER/STROBE LOCATION WITH

CLEAR AND AMBER LENS (EXISTING)

(CEILING-MOUNTED)

FIRE ALARM AND MASS NOTIFICATION SPEAKER

(CEILING-MOUNTED) (EXISTING)

FIRE ALARM AND MASS NOTIFICATION SPEAKER

(EXISTING)

FIRE ALARM NOTES

1. THE SCOPE OF WORK INCLUDES REPLACING THE EXISTING FIRE ALARM AND

MASS NOTIFICATION SYSTEM WITH A COMBINATION FIRE ALARM AND MASS

NOTIFICATION SYSTEM THROUGHOUT IN ACCORDANCE WITH UFC 3-600-01 AND

NFPA 72.

2. PROVIDE AN ADDRESSABLE COMBINATION FIRE ALARM AND MASS

NOTIFICATION SYSTEM (MNS) IN ACCORDANCE WITH NFPA 72, UFC 4-021-01,

G12 SLD45 IFS FA & MNS, THE SPECIFICATION AND THE SCOPE OF WORK

DOCUMENTS. THE NEW FIRE ALARM/MASS NOTIFICATION CONTROL UNIT

MUST BE A MONACO MAAP-X AND COMMUNICATE WITH THE PATRICK BASE

FIRE DEPARTMENT'S MONACO D-21 CENTRAL RECEIVING STATION.

3. AIR HANDLING UNITS OVER 2,000 CFM MUST HAVE DUCT SMOKE DETECTORS

INSTALLED ON THE SUPPLY AND RETURN DUCTS.

4. THE EXISTING FIRE ALARM SYSTEM MUST REMAIN INTACT AND OPERATIONAL

FOR THE DURATION OF THE PROJECT. AFTER FINAL ACCEPTANCE OF THE

NEW FIRE ALARM AND MASS NOTIFICATION SYSTEM BY THE BASE, THE

CONTRACTOR MUST REMOVE AND PROPERLY DISPOSE OF ALL EXISTING

DEVICES, PANELS, WIRING AND CONDUIT TO THE EXTENT POSSIBLE.

5. ALL INTERIOR AND EXTERIOR WALLS, CEILINGS AND FLOORS THAT ARE

DAMAGED OR ALTERED BY THE CONTRACTOR MUST BE RESTORED TO

ORIGINAL CONDITION AND TO THE SATISFACTION OF THE CONTRACTING

OFFICER. THIS INCLUDES REPAIRS OF DAMAGE TO WALLS AND CEILINGS

CAUSED BY DEMOLITION OF THE EXISTING SYSTEM.

6. THE FIRE ALARM AND MASS NOTIFICATION SYSTEM LAYOUT IS

DIAGRAMMATICAL ONLY. THE ACTUAL BUILDING LAYOUT MAY VARY FROM THE

DRAWINGS. THE CONTRACTOR MUST VERIFY DEVICE LOCATIONS, CEILING

HEIGHTS, WALL AND PARTITION LOCATIONS AND DOOR LOCATIONS PRIOR TO

INSTALLATION.

7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY AND ALL ABANDONED

FIRE ALARM CABINETS, DEVICES, AND WIRE. CONTRACTOR IS RESPONSIBLE

FOR CLEANUP, PATCHING, REPAIRING, AND PAINTING.

54321 6

SHEET

IDENTIFICATION

U S

S F

T H

N G

E R

S Q

U A

D R

O N

C O

N T

R A

C T

N O

-2

-D

DRAWN BY:

DATE:

REVIEWED BY:

SUBMITTED BY:

S P A C E

S P

A C

E P

O R

T A

R C

E C

T U

R E

N G

E R

C C

S F

F L

I N

ET A T

E T

P AC

R F

N T

O C

C E

R F

A IR

T O F

E D

R T

P A

XIXMM

K. BROWN

R E

P A

R E

N O

V A

T E

P M

E L

B L D

FA-001

E A

L A

R M

N O

T E

S A

N D

D E

T A

W. HIGGINS

C. MANTSCH

07/09/2025

S X

H T

-1

K. POTHIER

NOT TO SCALEFA-001

3 FIRE ALARM ELEVATION (TYPICAL)

NOT TO SCALEFA-001

1 SEQUENCE OF OPERATION MATRIX

NOT TO SCALEFA-001

2 RISER DIAGRAM

SMC/PERATON

SMC/RGNEXT

HALL-1

MECH

SMC/PELP

29C

SMC/PELP

29B

SMC/PELP

29A

SMC/RGNEXT

SMC/PELP

SMC/MILVETS

SMC/MILVET

SMC/PERATON

SMC/RGNEXT

COMMON AREA

44B

45RANS/PMEL

44A

45RANS/PMEL

MECH5

45RANS/PMEL

Room

RR1

JAN1

RR3

RR2

6 45RANS/PMEL

COMMON AREA

50B

45RANS/PMEL

50A

45RANS/PMEL

SMC/RGNEXT

45RANS/PMEL

MECH7

SMC/RGNEXT

SMC/PELP

SMC/RGNEXT

154A

SMC/PERATON

156A

SMC/PELP

SMC/RGNEXT

SMC/PELP

SMC/AEROSPACE

SMC/PELP

136 SMC/PELP

SMC/PELP

SMC/RGNEXT

20A

SMC/RGNEXT

SMC/PELP

134A

SMC/PELP

133A

45/RANS/PMEL

45RANS/PMEL

51A

COMMON AREA

SMC/PELP

SMC/SE&I

SMC/PELP

SMC/MILVETS

124A

SMC/MILVETS

118A

COMMON AREA

SMC/PELP

COMMON AREA

123A

COMMON AREA

123B

COMMON AREA

123C

MECH8

JAN2

45RANS/PMEL

55A

45RANS/PMEL

55C

COMMON

55B

HALL3

45RANS/PMEL

50C

45RANS/PMEL

58A

45RANS/PMEL

SMC/PELP

SMC/PELP/CC

101A

SMC/PELP/CD

101B

SMC/PELP/CCS

SMC/PELP

SMC/PELP/DO

107A

MECH9

SMC/PELP

120A

SMC/PELP

WORKER/ADMIN

120B

SMC/PELP

WORKER/ADMIN

HALL4

F M

C U

LOC P

DEMO EXISTING

ANTENNA

DEMOLISH ALL EXISTING FIRE ALARM INITIATING

DEVICES, NOTIFICATION APPLIANCES, CONDUIT

AND WIRE IN AREAS BEING RENOVATED

FIRE ALARM DEMOLITION LEGEND

SMC/RGNEXT

FIRE ALARM NOTES

1. SEE SHEET FA-001 FOR FIRE ALARM AND MASS NOTIFICATION

SYSTEM NOTES AND DETAILS.

2. EXISTING SYSTEM MUST REMAIN OPERATIONAL UNTIL NEW

SYSTEM IS COMPLETELY INSTALLED, TESTED, AND ACCEPTED

BY THE CONTRACTING OFFICER.

54321 6

SHEET

IDENTIFICATION

U S

S F

T H

N G

E R

S Q

U A

D R

O N

C O

N T

R A

C T

N O

-2

-D

DRAWN BY:

DATE:

REVIEWED BY:

SUBMITTED BY:

S P A C E

S P

A C

E P

O R

T A

R C

E C

T U

R E

N G

E R

C C

S F

F L

I N

ET A T

E T

P AC

R F

N T

O C

C E

R F

A IR

T O F

E D

R T

P A

XIXMM

K. BROWN

R E

P A

R E

N O

V A

T E

P M

E L

B L D

FAD-101

E A

L A

R M

D E

M O

P L A

W. HIGGINS

C. MANTSCH

07/09/2025

S X

H T

-1

K. POTHIER

1/16" = 1'-0"1

FIRE ALARM DEMOLITION - FIRST FLOOR PLAN

1/16" = 1'-0"2

FIRE ALARM DEMOLITION - MEZZANINE FLOOR

PLAN

0 8' 16' 32' 48'

1/16" = 1'-0"

NORTH

SMC/PERATON

SMC/RGNEXT

HALL-1

MECH

SMC/PELP

29C

SMC/PELP

29B

SMC/PELP

29A

SMC/RGNEXT

SMC/PELP

SMC/MILVETS

SMC/MILVET

SMC/PERATON

SMC/RGNEXT

COMMON AREA

44B 45RANS/PMEL

44A

45RANS/PMEL

MECH5

45RANS/PMEL

Room

RR1

JAN1

RR3

RR2

45RANS/PMEL

COMMON AREA

50B

45RANS/PMEL

50A

45RANS/PMEL

SMC/RGNEXT

45RANS/PMEL

MECH7

SMC/RGNEXT

SMC/PELP

SMC/RGNEXT

154A

SMC/PERATON

156A

SMC/PELP

SMC/RGNEXT

157 SMC/RGNEXT

SMC/PELP

SMC/AEROSPACE

SMC/PELP

SMC/RGNEXT

20A

SMC/RGNEXT

SMC/PELP

134A

SMC/PELP

133A

45/RANS/PMEL

45RANS/PMEL

51A

COMMON AREA

SMC/PELP

127 SMC/PELP

SMC/SE&I

SMC/PELP

SMC/MILVETS

124A

SMC/MILVETS

118A

COMMON AREA

SMC/PELP

COMMON AREA

123A

COMMON AREA

123B

COMMON AREA

123C

MECH8

JAN2

45RANS/PMEL

55A

45RANS/PMEL

55C

COMMON

55B

HALL3

45RANS/PMEL

50C

45RANS/PMEL

58A

45RANS/PMEL

SMC/PELP

SMC/PELP/CC

101A SMC/PELP/CD

101B

SMC/PELP/CCS

SMC/PELP

SMC/PELP/DO

107A

MECH9

SMC/PELP

120A

SMC/PELP

WORKER/ADMIN

120B

SMC/PELP

WORKER/ADMIN

HALL4

P P

30 30 30 30

75 30

75 75

30 30

30 3015 15

30 30

FMCU

TEXT

T E

X T

TEXTTEXT

T E

X T

T E

X T

TEXT TEXT

T E

X T

TEXT

F S

LOC

15 15

NEW MONITOR

MODULES FOR

SPRINKLER VALVES

NEW RADIO

ANTENNA

L O

HALL4

SMC/RGNEXT

75 75

FIRE ALARM NOTES

1. SEE SHEET FA-001 FOR FIRE ALARM AND MASS NOTIFICATION

SYSTEM NOTES AND DETAILS.

2. EXISTING SYSTEM MUST REMAIN OPERATIONAL UNTIL NEW

SYSTEM IS COMPLETELY INSTALLED, TESTED, AND ACCEPTED

BY THE CONTRACTING OFFICER.

54321 6

SHEET

IDENTIFICATION

U S

S F

T H

N G

E R

S Q

U A

D R

O N

C O

N T

R A

C T

N O

-2

-D

DRAWN BY:

DATE:

REVIEWED BY:

SUBMITTED BY:

S P A C E

S P

A C

E P

O R

T A

R C

E C

T U

R E

N G

E R

C C

S F

F L

I N

ET A T

E T

P AC

R F

N T

O C

C E

R F

A IR

T O F

E D

R T

P A

XIXMM

K. BROWN

R E

P A

R E

N O

V A

T E

P M

E L

B L D

FA-101

P R

O P

O S

E D

E A

L A

R M

F L O

O R

P L A

W. HIGGINS

C. MANTSCH

07/09/2025

S X

H T

-1

K. POTHIER

1/16" = 1'-0"1

FIRE ALARM - FIRST FLOOR PLAN

1/16" = 1'-0"2

FIRE ALARM - MEZZANINE FLOOR PLAN

0 8' 16' 32' 48'

ABBR DESCRIPTION

MECHANICAL ABBREVIATIONS

ABBR DESCRIPTION

A COMPRESSED AIR

AC AIR CONDITIONER

A/C AIR CONDITIONING

ACCTWP AIR COMPRESSOR COOLING TOWER WATER PUMP

ACU AIR HANDLING UNIT

AD ACCESS DOOR

AF AIRFOIL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFMS AIRFLOW MEASUREMENT STATION

AHU AIR HANDLING UNIT

ALT ALTERNATE

AP ACCESS PANEL

ASHRAE AMERICAN SOCIETY OF HEATING,

REFRIGERATION, AND AIR CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

BAS BUILDING AUTOMATION SYSTEM

BHP BREAK HORSEPOWER

BOD BOTTOM OF DUCT

BTU BRITISH THERMAL UNIT PER HOUR

CAP CAPACITY

C/C CENTER OF CENTER

CENTRI CENTRIFUGAL

CFM CUBIC FEET PER MINUTE

CH CHILLER

CHW CHILLED WATER

CHWP CHILLED WATER PUMP

CHWS/R CHILLED WATER SUPPLY/RETURN

CONN CONNECTION

CONT CONTINUE

COP COEFFICIENT OF PERFORMANCE

CO2 CARBON DIOXIDE

CT COOLING TOWER

CTW COOLING TOWER WATER

CTWP COOLING TOWER WATER PUMP

CTWS/R COOLING TOWER WATER SUPPLY/RETURN

CWP CONDENSER WATER PUMP

CU CONDENSING UNIT

DB DRY BULB

DG DOOR GRILLE

DL DOOR LOUVER

DDC DIRECT DIGITAL CONTROL

DIA DIAMETER

DIFF DIFFERENTIAL

DN DOWN

DP DIFFERENTIAL PRESSURE

DR DRYER

DWG DRAWING

DX DIRECT EXPANSION

EA EXHAUST AIR

EAG EXHAUST AIR GRILLE

EAR EXHAUST AIR REGISTER

EAT ENTERING AIR TEMPERATURE

ECO EXTERIOR CLEAN OUT

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EFF EFFICIENCY

ELEC ELECTRIC, ELECTRICAL

EQUIP EQUIPMENT

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

EXIST EXISTING

°F DEGREES FAHRENHEIT

FA FACE AREA

FACP FIRE ALARM CONTROL PANEL

FAS FIRE ALARM SYSTEM

FC FORWARD CURVE

FCU FAN COIL UNIT

FLD FLOOR DRAIN

FLEX FLEXIBLE

FLG FLANGE

FLR FLOOR

FPS FEET PER SECOND

FT FEET

FTU FAN TERMINAL UNIT

FV FACE VELOCITY

GA GAUGE

GALV GALVANIZED

GPM GALLONS PER MINUTE

GTH GRAND TOTAL HEAT

H2O WATER

HD HEAD

HDT HORIZONTAL DRAW THRU

HHWS/R HEATING HOT WATER SUPPLY/RETURN

HP HORSEPOWER

H/P HEAT PUMP

HR HOUR

HRU HEAT RECOVERY UNIT

HVAC HEATING, VENTILATION AND AIR CONDITIONING

HWP HEATING HOT WATER PUMP

HX HEAT EXCHANGER

HZ HERTZ

IAC INDUSTRIAL AIR COMPRESSOR

IH INFRARED HEATER

IN INCHES

IST ICE STORAGE TANK

KW KILOWATTS

LAT LEAVING AIR TEMPERATURE

LDS LEAK DETECTION SENSOR

LPG LIQUID PETROLEUM GAS

LRA LOCKED ROTOR AMPS

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

MAU MAKE-UP AIR UNIT

MAX MAXIMUM

MBH 1000 BRITISH THERMAL UNITS PER HOUR

MCA MINIMUM CIRCUIT AMPACITY

MECH MECHANICAL

MEZZ MEZZANINE

MFS MAXIMUM FUSE SIZE

MIN MINIMUM

MOCP MAXIMUM OVER CURRENT PROTECTION

MVD MANUAL VOLUME DAMPER

NC NORMALLY CLOSED

N/C NOISE CRITERIA

NEC NATIONAL ELECTRIC CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NTS NOT TO SCALE

OA OUTSIDE AIR

OAL OUTSIDE AIR LOUVER

OAT OUTSIDE AIR TEMPERATURE

OAU OUTSIDE AIR UNIT

OC ON CENTER

ODP OPEN DRIP PROOF

PCHWP PRIMARY CHILLED WATER PUMP

PCT PERCENT

PD PRESSURE DROP

PH PHASE

POC POINT OF CONNECTION

PROP PROPELLER

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PSIG POUNDS PER SQUARE INCH GAUGE

PTAC PACKAGED TERMINAL AIR CONDITIONER

RA RETURN AIR

RAG RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RAT RETURN AIR TEMPERATURE

REF REFRIGERANT

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RHP ROOFTOP HEAT PUMP

RLA RATED LOAD AMPS

RM ROOM

RPM REVOLUTION PER MINUTE

RTU ROOFTOP UNIT

RV ROOF VENT

SA SUPPLY AIR

SAG SUPPLY AIR GRILLE

SAR SUPPLY AIR REGISTER

SAT SUPPLY AIR TEMPERATURE

SATT SOUND ATTENUATOR

SCH SCHEDULE

SCHWP SECONDARY CHILLER WATER PUMP

SD SUPPLY DIFFUSER

SEC SECOND

SEER SEASONAL ENERGY EFFICIENCY RATIO

SMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS' NATIONAL ASSOCIATION

SF SUPPLY FAN

SG SOFFIT GRILLE

SHT SHEET

SP STATIC PRESSURE

SQ SQUARE

SS STAINLESS STEEL

SSF SIDE STREAM FILTER

STL STEEL

STM STEAM

TAG TRANSFER AIR GRILLE

TAR TRANSFER AIR REGISTER

TEAO TOTALLY ENCLOSED AIR OVER

TEFC TOTALLY ENCLOSED FAN COOLED

TEMP TEMPERATURE

TSH TOTAL SENSIBLE HEAT

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TYP TYPICAL

TOD TOP OF DUCT

TOS TOP OF STEEL

U/G UNDER GROUND

UH UNIT HEATER

UL UNDERWRITER'S LABORATORIES

UNO UNLESS NOTED OTHERWISE

V VOLTS, VOLTAGE

VAV VARIABLE AIR VOLUME

VDT VERTICAL DRAW THRU

VFD VARIABLE FREQUENCY DRIVE

VLV VALVE

VVT VARIABLE VOLUME AND TEMPERATURE

W WATT(S)

W/ WITH

WB WET BULB

WG WATER GAGE

WH WALL HEATER

WSHP WATER SOURCE HEAT PUMP

ZD ZONE DAMPER

SYMBOL ABBR DESCRIPTION DESCRIPTIONSYMBOL ABBR

COOLING TOWER WATER SUPPLYCTWSCTWS

COOLING TOWER WATER RETURNCTWRCTWR

CHILLED WATER SUPPLYCHWSCHWS

CHILLED WATER RETURNCHWRCHWR

PIPE END CAP

PIPE TURNING DOWN OR AWAY

PIPE TURNING UP OR TOWARD

PIPE TEE TURNING DOWN OR AWAY

INDICATES SUPPLY AIR FLOW DIRECTION

HATCHING INDICATES PIPING OR EQUIPMENT TO BE REMOVED

THIN LINEWORK INDICATES EXISTING PIPING OR EQUIPMENT

CD CD CONDENSATE DRAIN - INDIRECT

ROUND DUCT SECTION TURNED

UP OR TOWARDS

AD DUCT ACCESS DOOR

END OF DUCT WITH CAP (UNLESS

NOTED OTHERWISE)

SMOKE DAMPER WITH ACCESS

DOOR IN DUCT

FIRE/SMOKE DAMPER WITH

ACCESS DOOR IN DUCT

SQUARE TO ROUND TRANSITION

ECCENTRIC DUCT TRANSITION

RECTANGULAR DUCT SIZE IN INCHES FIRST

SIZE LISTED IS SIDE SHOWN

DUCT SECTIONS UP

THROUGH SLAB OR ROOF

SUPPLY AIR DUCT SECTION TURNED

UP OR TOWARDS

EXISTING DUCT

DUCT TO BE DEMOLISHED

BACKDRAFT DAMPER

CONCENTRIC DUCT TRANSITION

FIRE DAMPER W/ACCESS

DOOR IN DUCT

FLEXIBLE DUCT

MANUAL VOLUME DAMPER

18"x12"

SUPPLY AIR DUCT SECTION TURNED

DOWN OR AWAY

RETURN AIR DUCT SECTION

TURNED DOWN OR AWAY

RETURN AIR DUCT SECTION

TURNED UP OR TOWARDS

EXHAUST AIR DUCT SECTION

TURNED UP OR TOWARDS

EXHAUST AIR DUCT SECTION

TURNED DOWN OR AWAY

ROUND DUCT SIZE IN INCHES18"Ø

DUCT OFFSET (DOWN) IN DIRECTION OF

ARROW (NOT TYPICALLY SHOWN)

DUCT OFFSET (UP) IN DIRECTION OF

ARROW (NOT TYPICALLY SHOWN)

ROUND DUCT SECTION TURNED

DOWN OR AWAY

BDD

FSD

SMD

MVD

GRILLE, REGISTER OR OPEN DUCT

(SUPPLY SHOWN)

AIR DISTRIBUTION LEGEND PIPING LEGEND

CEILING SUPPLY DIFFUSER. REFER TO DIFFUSER

AND GRILLE SCHEDULE FOR ADDITIONAL

INFORMATION.

LINEAR SLOT DIFFUSER. REFER TO DIFFUSER AND

GRILLE SCHEDULE FOR ADDITIONAL INFORMATION.

CEILING GRILLE (RETURN OR TRANSFER) REFER TO

DIFFUSER AND GRILLE SCHEDULE FOR ADDITIONAL

INFORMATION.

CEILING EXHAUST GRILLE. REFER TO DIFFUSER

AND GRILLE SCHEDULE FOR ADDITIONAL

INFORMATION.

INDICATES RETURN OR EXHAUST AIR FLOW DIRECTION

HEATING HOT WATER SUPPLYHHWSHHWS

HEATING HOT WATER RETURNHHWRHHWR

IMMERSION TEMPERATURE TRANSMITTER WITH THERMOWELL

DUCT SMOKE DETECTOR

AIR FLOW MEASURING STATION

AIR TEMPERATURE SENSOR

3-WAY CONTROL VALVE WITH 24V ACTUATOR UNO

2-WAY BUTTERFLY VALVE WITH 24V ACTUATOR UNO

SPACE TEMPERATURE SENSOR

SPACE RELATIVE HUMIDITY SENSOR

DIGITAL INPUT OR OUTPUT

STARTER

CURRENT SENSOR/TRANSMITTER

DRY CONTACT

ANALOG INPUT OR OUTPUT

CONTROLS LEGEND

THERMOSTAT

FLOW METER

VARIABLE FREQUENCY DRIVE

EMERGENCY PUSHBUTTON

LIGHT

DIFFERENTIAL PRESSURE SENSOR/TRANSMITTER

HORN AND STROBE

DIFFERENTIAL PRESSURE INDICATING TRANSMITTER

OPPOSED BLADE CONTROL DAMPER WITH 24V ACTUATOR UNO

PARALLEL BLADE CONTROL DAMPER WITH 24V ACTUATOR UNO

VIBRATION SWITCH

CARBON DIOXIDE SENSOR/TRANSMITTER

STATIC PRESSURE SENSOR/TRANSMITTER

DESCRIPTIONSYMBOL

COMMUNICATIONS INTERFACE

PIPE CONTINUATION

UC 75

UNDERCUT

CARBON MONOXIDE SENSOR/TRANSMITTER

PIPE WITH ARROW INDICATING FLOW DIRECTION

STR

CO2

VFD

12"x8" 8"Ø

FLEXIBLE DUCT CONNECTION

F FREEZESTAT (ACROSS COIL FACE)

AVERAGING TEMP SENSOR (ACROSS COIL FACE)

BALANCING VALVEBAL VA

SHUTOFF VALVE (AS SPECIFIED FOR PIPING SYSTEM)

COMBINATION BALANCING/SHUTOFF VALVEBSV

NEEDLE VALVENV

BUTTERFLY VALVEBFV

RELIEF VALVERV

PRESSURE GAUGEPG

BASKET STRAINERB STR

THERMOMETERTH

PRESSURE SWITCH

AUTOMATIC FLOW CONTROL VALVEAFCV

Y-TYPE STRAINERSTR

FLOW MEASUREMENT STATIONFMS

OUTSIDE SCREW AND YOKE VALVEOSY VA

PRESSURE REDUCING VALVEPRV

TEST PLUGTP

FLOW SWITCH

UNION

CHECK VALVECKV

SOLENOID VALVE (TWO-POSITION W/ ACTUATOR)

GLOBE VALVEGLV

BALL VALVEBV

AAV AUTOMATIC AIR VENT

MANUAL AIR VENT

THREADED DRAIN PLUG

PUMP (DIAGRAM)

FLEXIBLE CONNECTOR

ECCENTRIC REDUCER (NOT TYPICALLY SHOWN)

FLANGES

MALE (GARDEN) HOSE CONNECTION WITH CAP

INDICATES ASSEMBLY OF PIPING COMPONENTS (AS

NOTED OR DIAGRAMMED)

ALIGNMENT GUIDE

PIPE ANCHOR

MAV

WATER METER

CONCENTRIC REDUCER (NOT TYPICALLY SHOWN)

PRESSURE INDEPENDENT CONTROL VALVE

MAGNEHELIC DIFFERENTIAL PRESSURE GAUGE

PIPE TURNING DOWN OR AWAY

PIPE TURNING UP OR TOWARD

PIPE TURNING DOWN OR AWAY

PIPE TURNING UP THROUGH SLAB OR ROOF

PUMP SUCTION DIFFUSERPSD

PIPE TEE TURNING UP OR TOWARD

SPACE TEMPERATURE AND RELATIVE HUMIDITY SENSOR

WITH LCD SCREEN AND INTERFACE

TRIPLE - DUTY VALVETDV

2-WAY CONTROL VALVE WITH 24V ACTUATOR UNO

AIRFLOW MEASUREMENT STATIONAFMS

DDC DIGITAL DOWN

DDC DIGITAL UP

DDC ANALOG DOWN

DDC ANALOG UP

CONTROLLER IO

FAMILY TYPE

D D

C T

E X

D D

C T

E X

INTERFACE

SYMBOL

D D

C T

E X

D D

C T

E X

D D

C T

E X

D D

C T

E X

D D

C T

E X

D D

C T

E X

D D

C T

E X

D D

C T

E X

P R

O F

E S

I O NA L

E N G

I N

E E

L I CENSE

F L O R I DA

STATE

No. 62945

ANI L UINE Q

O N

E S

54321 6

SHEET

IDENTIFICATION

U S

S F

T H

N G

E R

S Q

U A

D R

O N

C O

N T

R A

C T

N O

-2

-D

DRAWN BY:

DATE:

REVIEWED BY:

SUBMITTED BY:

S P A C E

S P

A C

E P

O R

T A

R C

E C

T U

R E

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File details come from the government source that posted it. Updated Jan 28, 2026.