Attach-1-FLANG Bldg 1002B_B3 Drawings-Vol 1_093022.pdf

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REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

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125th FIGHTER WING

FLORIDA AIR NATIONAL GUARD

14300 Fang Road Jacksonville international airport, Florida 32218

Contract Number

LSGA112024

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200 S. Orange Avenue, Suite 900 Orlando, Florida 32801

PH.: 407-903-5001

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Florida Architectural Corporation License #AAC001790 Florida Engineering Certificate Authorization #2822

Mark Alden Johnson, AIA State of Registration: FLORIDA Registration Number: 96440

9/27/2022 4:29:55 PM BIM 360://US FL_D3457500_FLANG_Emergency Repair Medical Training Facility Building 1002B/FLANG_BLDG1002B_ARCH_V20.rvt

09/30/2022

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BASE CIVIL ENGINEERING

14300 FANG ROAD, JACKSONVILLE INTERNATIONAL AIRPORT, FLORIDA 32218-7933

125th FIGHTER WING

FLORIDA AIR NATIONAL GUARD

PROJECT NAME:

ADDRESS:

CONTRACT NUMBER:

PROJECT NUMBER:

200 S. ORANGE AVENUE, SUITE 900

ORLANDO, FLORIDA 32801

EMERGENCY/REPAIR MEDICAL TRAINING, BLDG. 1002B

14300 FANG ROAD, BUILDING 1002B

LSGA112024

D3457500

VICINITY MAP : LOCATION MAP :

AERIAL PHOTO OF BUILDING 1002

PARTIAL SITE WITH HAUL ROUTE

1002B

1002A

1002C

STAGING

LOADING

RAMP

SECURITY

STATION

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ENGINEERING

CONTRACTOR SHALL CONFIRM HAUL ROUTE AND STAGING

LOCATION WITH COR PRIOR TO START OF CONSTRUCTION

TERRELL ROAD

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SHEET NUMBERING SYSTEM

A-210

DISCIPLINE DESIGNATOR:

G - GENERAL

LS - LIFE SAFETY

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

I - INTERIORS

F - FIRE PROTECTION

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

T - TELECOMMUNICATIONS

SHEET DISCIPLINE DESIGNATOR

SHEET TYPE DESIGNATOR

SHEET NUMBER WITHIN SERIES

SHEET TYPE DESIGNATOR:

0 - GENERAL (SYMBOLS, LEGEND, NOTES, ETC.)

1 - PLANS (HORIZONTAL VIEWS AND COMBINATION LAN AND PROFILE)

2 - ELEVATIONS AND PROFILES (VERTICAL VIEWS)

3 - SECTIONS (SECTIONAL VIEWS, CROSS SECTIONS, ETC.)

4 - LARGE SCALE VIEWS (SCALED UP REPRODUCTIONS OF PLANS,

ELEVATIONS, OR SECTIONS THAT ARE NOT DETAILS).

5 - DETAILS

6 - SCHEDULES AND DIAGRAMS

7 - USER DEFINED

8 - USER DEFINED

9 - 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES, PHOTOGRAPHS)

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REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

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125th FIGHTER WING

FLORIDA AIR NATIONAL GUARD

14300 Fang Road Jacksonville international airport, Florida 32218

Contract Number

LSGA112024

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200 S. Orange Avenue, Suite 900 Orlando, Florida 32801

PH.: 407-903-5001

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Florida Architectural Corporation License #AAC001790 Florida Engineering Certificate Authorization #2822

Mark Alden Johnson, AIA State of Registration: FLORIDA Registration Number: 96440

9/28/2022 4:23:54 PM BIM 360://US FL_D3457500_FLANG_Emergency Repair Medical Training Facility Building 1002B/FLANG_BLDG1002B_ARCH_V20.rvt

09/30/2022

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INDEX OF DRAWINGS

NUMBER NAME

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND SYMBOLS

M-002 MECHANICAL GENERAL NOTES AND SYMBOLS

M-101 FIRST FLOOR DEMOLITION PLAN - HVAC

M-201 FIRST FLOOR PLAN - HVAC

M-301 HVAC SECTIONS

M-401 HVAC ENLARGED PLANS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-504 HVAC DETAILS

M-601 HVAC SCHEDULES

M-801 BAS CONTROL DIAGRAMS

M-802 CONTROL POINTS SCHEDULE INSTRUCTIONS

M-803 CONTROL DIAGRAMS

M-804 CONTROL DIAGRAMS

M-805 CONTROL DIAGRAMS

M-806 POINT SCHEDULE

M-807 POINT SCHEDULE

M-808 SEQUENCE OF OPERATION

ELECTRICAL

E-001 ELECTRICAL LEGEND, ABBRIEVIATIONS AND GENERAL NOTES

E-002 ELECTRICAL LEGEND, ABBRIEVIATIONS AND GENERAL NOTES

ED101 ELECTRICAL DEMOLITION PLAN

ES101 ELECTRICAL SITE PLAN

EL101 LIGHITNG PLAN

EP101 POWER PLAN

EP102 VAV POWER PLAN

E-401 ENLARGED ELECTRICAL PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ELECTRICAL SINGLE LINE DIAGRAM

E-602 ELECTRICAL GROUNDING RISER DIAGRAM

E-701 FEEDER AND LIGHTING FIXTURE SCHEDULES

E-702 PANEL SCHEDULES

E-703 PANEL SCHEDULES

E-704 ELECTRICAL SCHEDULES

TELECOMMUNICATIONS

T-001 COMMUNICATIONS SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

TS101 COMMUNICATIONS SITE PLAN

TD101 COMMUNICATIONS - DEMOLITION PLAN

T-101 COMMUNICATIONS PLAN

T-201 RACK AND WALL ELEVATIONS

T-202 TV MONITOR ELEVATIONS

T-401 ENLARGED PLANS

T-501 OUTLET DETAILS

T-502 OUTLET INSTALLATION DETAILS

T-503 CABLE TRAY DETAILS

T-504 CONDUIT AND CABLE TRAY DETAILS

T-505 GROUNDING AND BONDING DETAILS

T-601 VOICE AND DATA ONE-LINE DIAGRAM

T-602 ONE-LINE DIAGRAMS

INDEX OF DRAWINGS

NUMBER NAME

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

LS101 LIFE SAFETY FLOOR PLAN

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES AND WIND PRESSURES

S-501 STRUCTURAL DETAILS

ARCHITECTURAL

A-001 ABBREVIATIONS, SYMBOLS AND GENERAL NOTES

A-002 MOUNTING HEIGHTS

A-003 EXTERIOR BUILDING IMAGES

AD100 FLOOR PLAN - DEMOLITION

A-101 FIRST FLOOR PLAN

A-102 FIRST FLOOR PLAN - DIMENSIONS AND STC RATINGS

A-103 FIRST FLOOR EQUIPMENT PLAN

A-104 REFLECTED CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-401 ENLARGED PLANS

A-501 PLAN DETAILS, CEILING DETAILS

A-502 PARTITION TYPES, STC RATINGS

A-601 DOOR SCHEDULE

A-602 DOOR, FRAME, AND WINDOW TYPES AND DETAILS

A-603 PRECAST DOOR AND WINDOW DETAILS

A-604 PLASTER/CMU DOOR, WINDOW AND LOUVER DETAILS

INTERIORS

I-101 FLOOR FINISH PLAN

I-102 SIGNAGE PLAN

I-201 INTERIOR ELEVATIONS

I-501 MILLWORK DETAILS

I-502 MILLWORK DETAILS

I-601 FINISH SCHEDULE AND FINISH DETAILS

I-602 ROOM FINISH SCHEDULE

I-607 SIGNAGE SCHEDULE

I-608 SIGNAGE DETAILS

FIRE PROTECTION

FA001 FIRE ALARM AND MASS NOTIFICATION GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

FA101 FIRE ALARM AND MASS NOTIFICATION CEILING PLAN

FA501 FIRE ALARM AND MASS NOTIFICATION DETAILS

FS001 FIRE SUPPRESSION GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

FS002 FIRE SUPPRESSION SITE PLAN

FS101 FIRE SUPPRESSION FLOOR PLAN

FS501 FIRE SUPPRESSION DETAILS

PLUMBING

P-001 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

P-101 LEVEL 1 - PLUMBING - EXISTING/DEMO

P-201 LEVEL 1 - PLUMBING - DOMESTIC SUPPLY PLAN

P-202 LEVEL 1 - PLUMBING - DWV

P-203 ROOF - PLUMBING - PLAN

P-204 PLUMBING ENLARGED PLANS

P-501 DETAILS

P-502 DETAILS

P-503 DETAILS

P-601 SCHEDULES

P-701 PLUMBING ISOMETRIC DIAGRAMS

P-803 CONTROLS

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OFFICE

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OPEN OFFICE

OPEN OFFICE

CONFERENCE

CLASSROOM

SIM RM.

STORAGE

OFFICE

BREAK RM.

OFFICE

OFFICE

OFFICE

OPEN OFFICE

LAB STOR BIO

ENV

EQUIP.

CLINICAL LAB

M. TOILET

PHARMACY

F. TOILET

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EXAM RM.

EXAM RM.

EXAM RM.

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EXAM RM.

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EXAM RM.

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OFFICE

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CORRIDOR

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OPEN OFFFICE

0.2

GENERAL NOTES

1. ENSURE THE CONTINUITY AND MAINTAIN THE PRIORITY OF RATED ASSEMBLIES THAT ARE

INDICATED.

2. PROVIDE THROUGH PENETRATION FIRE STOPPING SYSTEM AT ALL PENETRATIONS THROUGH

RATED PARTITIONS. WHERE A PARTITION IS INDICATED TO BE FIRE RATED, PROVIDE A THROUGH

PENETRATION FIRE STOPPING SYSTEM CONSTRUCTED IN STRICT COMPLIANCE WITH THE FIRE

TEST DESIGN (TESTED AND COMPATIBLE WITH LEVEL OF RATING INDICATED) AT ALL

PENETRATIONS. IF NO TEST IS REFERENCED, PROVIDE AN INDUSTRY RECOGNIZED FIRE TEST

APPLICABLE TO THE PARTITION TYPE. SYSTEMS MUST BE COMPATIBLE WITH PARTITION

CONSTRUCTION. REFER TO DISCIPLINE DRAWINGS FOR PENETRATION LOCATIONS.

3. PROVIDE CONTINUOUS SEALANT AT TOPS AND BOTTOMS OF ALL SMOKE PARTITIONS AND AT ALL

PENETRATIONS THROUGH SMOKE PARTITIONS COMPATIBLE WITH THE PARTITION AND ALLOWING

FOR STRUCTURAL MOVEMENT.

4. REFER TO FIRE ALARM AND MASS NOTIFICATION, FIRE PROTECTION, AND ELECTRICAL FOR

LOCATION OF FIRE ALARM NOTIFICATION, MANUAL PULL STATIONS, AND EXIT SIGNAGE.

5. FOR EMERGENCY LIGHTING AND ILLUMINATED EXIT SIGNS REFER TO ELECTRICAL.

6. PORTABLE FIRE EXTINGUISHERS MUST BE INSTALLED IN ACCORDANCE WITH NFPA 10.

7. INSTALL FIRE EXTINGUISHER SIGN AT FIRE EXTINGUISHER.

LEGEND

A.

B.

C.

D.

E.

F.

G.

USE (OCCUPANT LOAD FACTOR IN SQFT/PERSON)

BUSINESS (150 GROSS)

ASSEMBLY

F DENOTES FIXED SEATING (NUMBER OF CHAIRS)

L DENOTES LESS CONCENTRATED (15 NET)

MECHANICAL/ELECTRICAL/STORAGE (500 GROSS)

FIRE RESISTANCE RATING

1 HOUR FIRE RESISTANCE

(BARRIER)

TRAVEL DISTANCE (MEASURED IN FEET)

MAXIMUM PERMITTED

BUSINESS: 300 FEET

COMMON PATH (MEASURED IN FEET)

MAXIMUM PERMITTED

BUSINESS: 100 FEET

DEAD END CORRIDOR (MEASURED IN FEET)

MAXIMUM PERMITTED

BUSINESS: 50 FEET

EGRESS CAPACITY

W = EXIT CAPACITY FACTOR

(IN/PERSON)

X = OCCUPANTS USING EXIT

(PERSONS)

Y = EXIT CAPACITY (PERSONS)

Z = EXIT CLEAR WIDTH (IN)

FIRE EXTINGUISHER

W

Z

X

Y

CP = XX

TD = XX

DE = XX

XX

XX

XX

X

KEYNOTE

1. TOTAL BUSINESS USE OCCUPANT LOAD

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REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

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125th FIGHTER WING

FLORIDA AIR NATIONAL GUARD

14300 Fang Road Jacksonville international airport, Florida 32218

Contract Number

LSGA112024

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0, 200 S. Orange Avenue, Suite 900 Orlando, Florida 32801

PH.: 407-903-5001

PRELIMINARY

NOT FOR CONSTRUCTION

Florida Architectural Corporation License #AAC001790 Florida Engineering Certificate Authorization #2822

Jeffrey C. McLaughlin, PE State of Registration: FLORIDA Registration Number: 71830

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1" = 60'

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1/8" = 1'-0"D1 LIFE SAFETY FLOOR PLAN

0 4' 8' 16'

A. GENERAL BUILDING AND DESIGN CODES:

1. THE FLORIDA BUILDING CODE 2020.

2. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES, THE LATEST EDITION ADOPTED BY GOVERNING CODE.

3. AISC MANUAL OF STEEL CONSTRUCTION AND CODE OF STANDARD

PRACTICE, THE LATEST EDITION ADOPTED BY GOVERNING CODES.

4. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE,

THE LATEST EDITION ADOPTED BY GOVERNING CODES.

5. TMS 402 BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR

MASONRY STRUCTURES, THE LATEST EDITION ADOPTED BY GOVERNING

CODES.

6. UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, WITH CHANGE 1,

OCTOBER1, 2020.

7. UFC 3-301-01, STRUCTURAL ENGINEERING, OCTOBER 1, 2019.

8. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS,

WITH CHANGE 1, AUGUST 19, 2020.

B. DESIGN LOADS:

1. DEAD LOADS

a. ROOF DEAD LOADS 20 PSF (INCLUDING SELF-WEIGHT OF MATERIALS)

2. LIVE LOADS

a. ROOF LIVE LOADS 20 PSF

b. REDUCTION OF LIVE LOADS:

1. LIVE LOADS HAVE BEEN REDUCED IN DESIGNS USING THE

STANDARD PROCEDURE FROM THE BUILDING CODE.

3. WIND LOADS:

a. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST) – 124 MPH

b. NOMINAL DESIGN WIND SPEED (3-SECOND GUST) – 96 MPH

c. BUILDING RISK CATEGORY: II

d. WIND EXPOSURE CATEGORY: C

e. ENCLOSURE CLASSIFICATION: ENCLOSED

f. INTERNAL PRESSURE COEFFICIENT - GCpi = +/- 0.18

g. REFER TO COMPONENTS AND CLADDING DIAGRAMS AND PRESSURE

TABLES ON THIS SHEET.

4. RAIN LOADS:

a. 100-YEAR 1-HOUR RAINFALL INTENSITY: 4.5 IN/HOUR

b. DESIGN RAIN LOAD: 0 PSF

C. SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST

BE USED IN CONJUNCTION WITH THE DRAWINGS. WHERE CONFLICTS EXIST IN

THE STRUCTURAL CONTRACT DOCUMENTS, THE STRICTEST OF ALL

REQUIREMENTS AS INDICATED BY THE STRUCTURAL ENGINEER OF RECORD

SHALL GOVERN.

D. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK

OR FABRICATING MATERIALS. NOTIFY ARCHITECT/ENGINEER OF

DISCREPANCIES BEFORE PROCEEDING WITH ANY PHASE OF WORK.

CONTRACTOR SHALL ENSURE THAT EXISTING AND ADJACENT BUILDINGS AND

PROPERTY ARE NOT DAMAGED DURING CONSTRUCTION. VERIFY THE

LOCATION OF CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES,

DEPRESSIONS, PADS, AND WALL OPENINGS.

E. CONTRACTOR SHALL SHORE ALL EXISTING CONSTRUCTION WHEREVER

EXISTING SUPPORTS ARE REMOVED TO ALLOW FOR THE INSTALLATION OF

NEW CONSTRUCTION WORK. SHORING DESIGN SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR AND THEIR ENGINEER.

F. VERIFY THE LOCATION OF CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES,

DEPRESSIONS, PADS, AND WALL OPENINGS.

G. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS.

H. DETAIL LABELS CONTAINING "TYPICAL”, OR “TYP” ON DRAWINGS APPLY TO

SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR

TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT

DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY ENGINEER OF

CONFLICTS REGARDING APPLICABILITY OF "TYPICAL DETAILS".

I. THE STRUCTURE, IN ITS FINAL AND COMPLETED STATE, HAS BEEN DESIGNED

FOR THE LOADS IDENTIFIED WITHIN THESE STRUCTURAL DRAWINGS. THE

CONTRACTOR SHALL ENSURE THAT THE STRUCTURE IS NOT OVERLOADED

DURING THE CONSTRUCTION PROCESS. CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING THE ADEQUACY OF THE AS-BUILT STRUCTURE

TO SUPPORT ANY APPLIED CONSTRUCTION LOADING, INCLUDING BUT NOT

LIMITED TO THOSE DUE TO VEHICLES, EQUIPMENT, MATERIAL

HANDLING/STORAGE, SHORING, RESHORING, OR ANY OTHER ITEMS NOT

ENUMERATED RELATED TO CONSTRUCTION ACTIVITIES. THE CONTACTOR

SHALL SUBMIT CALCULATIONS SIGNED AND SEALED BY AN ENGINEER IN THE

STATE OF THE PROJECT THAT VALIDATE THE ADEQUACY OF THE AS-BUILT

SYSTEM FOR ANY PROPOSED LOADS IN EXCESS OF THOSE NOTED IN THESE

DRAWINGS.

J. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF

CONSTRUCTION. PROVIDE ALL MEASURES REQUIRED TO PROTECT THE

STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION;

INCLUDING BUT NOT LIMITED TO BRACING, SHORING FOR CONSTRUCTION

EQUIPMENT, SHORING FOR THE BUILDING, FORMS, AND SCAFFOLDING,

SHORING OF RETAINING WALLS, AND OTHER TEMPORARY SUPPORTS AS

REQUIRED.

K. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON DRAWINGS.

EXAMINE THE DRAWINGS OF ALL OTHER PROJECT DISCIPLINES FOR ANY

REQUIRED OPENINGS AND PROVIDE FRAMING OR REINFORCEMENT AS

REQUIRED FOR THOSE OPENINGS WHETHER EXPLICITLY SHOWN ON THE

STRUCTURAL DRAWINGS OR NOT. VERIFY SIZE AND LOCATION OF OPENINGS

WITH THE RELEVANT DISCIPLINE SUBCONTRACTORS. DEVIATIONS FROM THE

OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED

PRIOR TO IMPLEMENTING THE CHANGES. SUBMIT ALL ANTICIPATED OPENINGS

THROUGH THE STRUCTURE TO THE ENGINEER OF RECORD FOR REVIEW.

L. DO NOT CUT OR DRILL THROUGH EXISTING REINFORCING OR TENDONS. X-RAY

TO LOCATE REINFORCING OR CABLE TENDONS AT LOCATIONS REQUIRING

CUTTING OR CORING PRIOR TO START OF CONSTRUCTION. SUBMIT

REINFORCEMENT LOCATION IN CONFLICT WITH DRAWINGS FOR ARCHITECT

AND ENGINEER REVIEW.

GENERAL NOTES

A. PROVIDE STRUCTURAL STEEL OF THE FOLLOWING ASTM DESIGNATIONS

UNLESS OTHERWISE NOTED:

1. M- AND S-SHAPES, CHANNELS AND ANGLES – ASTM A36

2. HIGH STRENGTH BOLTS (SLIP CRITICAL JOINTS FOR ALL BRACES WHERE

SPECIFIED) – ASTM F3125 GRADE A325 OR ASTM F3125 GRADE F1852

3. HARDENED STEEL WASHERS – ASTM F436

4. HEAVY HEX NUTS – ASTM A563

B. WELD MINIMUM SIZE AND STRENGTH

1. PROVIDE MINIMUM SIZE OF FILLET WELDS AS SPECIFIED IN TABLE J2.4 OF

THE AISC MANUAL.

2. PROVIDE MINIMUM EFFECTIVE THROAT THICKNESS OF PARTIAL

PENETRATION GROOVE WELDS AS SPECIFIED IN TABLE J2.3 OF THE AISC

MANUAL.

3. DEVELOP THE FULL TENSILE STRENGTH OF THE MEMBER ELEMENT JOINED

ON ALL SHOP AND FIELD WELDS UNLESS NOTED OTHERWISE ON THE

DRAWINGS.

STRUCTURAL STEEL NOTES

B. WELD MINIMUM SIZE AND STRENGTH

1. WHERE CONNECTIONS ARE NOTED ON DRAWINGS AS MOMENT

CONNECTIONS AND REACTIONS ARE NOT PROVIDED, PROVIDE WELDS TO

DEVELOP FULL PLASTIC FLEXURAL CAPACITY OF THE LESSER MEMBER.

2. PROVIDE ELECTRODES FOR FIELD OR SHOP WELDING THAT CONFORM TO

AWS D1.1 CLASS E70XX.

C. PROVIDE BOLTS, NUTS, AND WASHERS THAT ARE HOT DIP GALVANIZED

ACCORDING TO ASTM A153, CLASS C WHEN USED TO CONNECT STEEL

ELEMENTS THAT ARE HOT DIP GALVANIZED AFTER FABRICATION.

D. STEEL FABRICATION

1. FABRICATE AND ASSEMBLE STRUCTURAL MEMBERS/ASSEMBLIES IN SHOP

TO GREATEST EXTENT POSSIBLE.

2. CAMBER OF STRUCTURAL STEEL MEMBERS IS INDICATED ON THE

DRAWINGS. WHERE POSSIBLE, CAMBER OF BEAMS TO BE APPLIED BY

COLD BEND PROCESS. CAMBERS INDICATED ON DRAWINGS ARE INTENDED

TO BE FINAL CAMBERS AT TIME OF ERECTION.

3. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT

PRIOR APPROVAL BY THE ENGINEER OF RECORD.

4. BE RESPONSIBLE FOR ALL ERRORS OF DETAILING ON THE SHOP

DRAWINGS, ERRORS IN FABRICATION, AND THE CORRECT FITTING OF

STRUCTURAL STEEL MEMBERS.

E. CONFORM TO THE AISC CODE OF STANDARD PRACTICE FOR ERECTION

TOLERANCES. FIELD MODIFICATION TO STRUCTURAL STEEL IS PROHIBITED

WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD.

F. CLEAN STEEL OF RUST, LOOSE MILL SCALE, AND OTHER FOREIGN MATERIALS

WHERE REQUIRED FOR FABRICATION, FITTING UP, OR WELDING.

G. DO NOT CUT STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER

TRADES WITHOUT PRIOR REVIEW AND APPROVAL OF THE ENGINEER OF

RECORD.

H. EXAMINE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR OTHER

ITEMS THAT REQUIRE HOT-DIP GALVANIZATION.

I. FURNISH STEEL SHOP DRAWINGS FOR ARCHITECT'S AND STRUCTURAL

ENGINEER'S REVIEW PRIOR TO FABRICATION. INCLUDE WELDING

PROCEDURES, TESTING PROGRAMS FOR WELDING AND HIGH STRENGTH

BOLTING, COATING MATERIAL, AND ERECTION SEQUENCE ON SHOP

DRAWINGS. SHOP DRAWINGS SUBMITTED WITHOUT COMPLETE DESIGN

CALCULATIONS WHERE APPLICABLE WILL NOT BE REVIEWED. WHERE

PREDESIGNED CONNECTIONS ARE TAKEN DIRECTLY FROM TABLES IN THE AISC

MANUAL, CALCULATIONS NEED NOT BE SUBMITTED PROVIDED CONNECTION

DESIGN CONDITIONS PRECISELY MATCH THOSE ASSUMPTIONS IN THE AISC

MANUAL. CONNECTION SPECIALTY ENGINEER IS RESPONSIBLE FOR ENSURING

AISC MANUAL TABULAR CONNECTIONS MEET THE PRESCRIBED LIMITATIONS.

STRUCTURAL STEEL NOTES CONTINUED

STRUCTURAL MASONRY NOTES

A. REINFORCED MASONRY WORK AND MATERIALS TO BE IN ACCORDANCE WITH

THE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES TMS 402.

B. REINFORCED MASONRY TO CONFORM TO THE SPECIFICATIONS FOR MASONRY

STRUCTURES TMS 602 (WITH THE EXCEPTIONS NOTED IN JOB

SPECIFICATIONS).

C. PROVIDE CONCRETE MASONRY UNITS (CMU) OF NORMAL WEIGHT (125 PCF

MINIMUM), CONFORMING TO THE LATEST EDITION OF ASTM C90. LAY UNITS IN

RUNNING BOND UNLESS OTHERWISE NOTED.

D. PROVIDE PORTLAND CEMENT/LIME MASONRY MORTAR MEETING THE

REQUIREMENTS OF TYPE M OR S PER ASTM C270. PROVIDE MORTAR WITH A

MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI AT 28 DAYS.

E. PROVIDE MASONRY GROUT WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH

OF 3,000 PSI TESTED IN ACCORDANCE WITH ASTM C1019. GROUT TO MEET THE

MINIMUM REQUIREMENTS SPECIFIED IN ASTM C476.

F. PROVIDE MASONRY ASSEMBLAGES WITH MINIMUM SPECIFIED MASONRY

COMPRESSIVE STRENGTH (f'm) OF 2,500 PSI, AS ESTABLISHED BY THE UNIT-

STRENGTH METHOD OR PRISM TESTING (UNIT STRENGTH ON NET AREA SHALL

BE 2,000 PSI).

G. PROVIDE CONCRETE MASONRY UNITS IN ACCORDANCE WITH ASTM C426

LIMITS FOR DRYING SHRINKAGE OF CONCRETE BLOCKS.

H. PROVIDE VERTICAL REINFORCEMENT IN CMU WALLS AS SHOWN IN DRAWINGS.

FILL THE REINFORCED CELLS SOLIDLY WITH GROUT. MAXIMUM HEIGHT OF

GROUT POURS TO BE AS PER ACI 530, TABLE 1.20.1.

I. PROVIDE HORIZONTAL JOINT REINFORCING IN WALLS AT 16 INCHES ON

CENTER VERTICAL SPACING. SPACE JOINT REINFORCEMENT AT 8 INCHES ON

CENTER IN PARAPETS OR CANTILEVERED WALLS. LAP SPLICE ENDS A MINIMUM

OF 12 INCHES AT SPLICES. PROVIDE PRE-FABRICATED T- AND L-SHAPED UNITS

AT WALL INTERSECTIONS AND CORNERS. JOINT REINFORCING SHALL BE HOT-

DIP GALVANIZED LADDER TYPE CONFORMING TO ASTM A1064, WITH THE SIZES

PER BELOW:

• 8" NOMINAL WIDTH WALLS: 9 GAGE DIAMETER (W1.7)

J. MINIMUM REINFORCEMENT OF MASONRY UNITS SHALL BE (1)-#5 VERTICAL AT

48”, (1)-#5 VERTICAL AT EACH CORNER, (1)-#5 VERTICAL AT EACH SIDE OF

OPENINGS UP TO 12’-0” WIDE AND (2)-#5 VERTICAL AT EACH SIDE OF OPENINGS

LARGER THAN 12’-0” WIDE. REFER TO THE DRAWINGS FOR REINFORCING

REQUIREMENTS ABOVE THE MINIMUMS LISTED HEREIN.

K. LAY HOLLOW UNITS WITH FULL MORTAR COVERAGE ON HORIZONTAL AND

VERTICAL FACE SHELLS. PROVIDE FULL MORTAR COVERAGE FOR WEBS WHEN

ADJACENT TO GROUTED CELLS.

L. ALIGN VERTICAL CELLS TO BE FILLED WITH GROUT TO PROVIDE CONTINUOUS

UNOBSTRUCTED VERTICAL CELLS. REMOVE OVERHANGING MORTAR OR

OTHER OBSTRUCTION AND DEBRIS FROM THE INSIDES OF SUCH CELL WALLS.

PROVIDE GROUT WITH 8 INCH SLUMP AND CONSOLIDATE BY MEANS OF HAND

TAMPING TO ENSURE COMPLETE FILLING OF CELLS.

M. INSTALL ANCHORS, ACCESSORIES, AND OTHER ITEMS TO BE BUILT IN AS WORK

PROGRESSES.

N. LAP SPLICE VERTICAL REINFORCING MINIMUM OF 48 BAR DIAMETERS OR 24

INCHES, WHICHEVER IS GREATER. POSITION LAPS SUCH THAT THEY DO NOT

OCCUR THROUGH INTERSECTING BOND BEAMS.

O. PERFORM CUTTING AND FITTING OF MASONRY WITH MASONRY SAWS

PROVIDING CUT FINISHED UNITS.

P. CELLS AT OR BELOW FINISHED GRADE ARE TO BE GROUTED SOLID.

A. INSTALL ANCHORS IN ACCORDANCE WITH CURRENT ICC-ES REPORT FOR THE

ANCHOR AND PER THE MANUFACTURER'S PRINTED INSTALLATION

INSTRUCTIONS.

B. INSTALL ANCHORS PERPENDICULAR TO THE FACE OF CONCRETE. DEVIATION

FROM PERPENDICULAR GREATER THAN 10 DEGREES, OR GREATER THAN

PERMITTED BY THE MANUFACTURER, WILL NOT BE ACCEPTABLE. PROVIDE

BEVELED WASHERS AS REQUIRED TO PROVIDE COMPETENT BEARING OF THE

FASTENER.

C. CREATE A TEMPLATE AT EACH ANCHOR CONNECTION LOCATION PRIOR TO

FABRICATING HOLES IN CONNECTION PLATES. MAKE TEMPLATE BY LOCATING

EXISTING REBAR WITH A PACHOMETER, GROUND-PENETRATING RADAR, PILOT

HOLES, OR THROUGH OTHER METHODS APPROVED BY THE ENGINEER OF

RECORD. NOTIFY ENGINEER OF RECORD WHERE CONFLICTS ARE FOUND FOR

EVALUATION.

D. DRILL HOLES TO DEPTH AND DIAMETER RECOMMENDED BY THE

MANUFACTURER. DO NOT ENLARGE OR REDIRECT HOLES ALONG LENGTH OF

ANCHOR.

E. DRILL HOLES IN A CONTINUOUS OPERATION. BLOW DUST FROM THE HOLE PER

THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS.

F. FILL ABANDONED HOLES WITH EPOXY GROUT AND DO NOT RE-USE HOLE

LOCATIONS UNLESS APPROVED BY THE ENGINEER OF RECORD. DO NOT

INSTALL ANCHORS ADJACENT TO ABANDONED HOLES WITHIN 1 EMBEDMENT

LENGTH OF THE ANCHOR TO BE INSTALLED IN ANY DIRECTION.

G. TIGHTEN NUTS AGAINST SMOOTH WASHERS TO THE MINIMUM TORQUE

RECOMMENDED BY THE MANUFACTURER.

H. PROVIDE STANDARD HOLES IN CONNECTION PLATES (EXCEPT AT BASE PLATES

WITH WELDED WASHERS) UNLESS NOTED OTHERWISE IN THE DRAWINGS.

I. AT MASONRY WALLS WITH POST-INSTALLED ANCHORS, COORDINATE

LOCATION TO OCCUR WITHIN GROUTED CELLS OR OTHERWISE ENSURE CELLS

ARE GROUTED PRIOR TO INSTALLATION OF ANCHORS. IT SHALL NOT BE

ACCEPTABLE TO INSTALL ANCHORS INTO HEAD JOINTS OF MASONRY UNLESS

DOUBLE OPEN-ENDED BLOCKS OR DOUBLE STRETCHER BLOCKS HAVE BEEN

PROVIDED WITH ENDS GROUTED SOLID. ENSURE MINIMUM EDGE DISTANCES

TO BLOCK AND HEAD JOINTS ARE MAINTAINED IN ACCORDANCE WITH THE

MANUFACTURER'S INSTRUCTIONS.

J. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS

SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES AS PROVIDED BY HILTI,

INC (USED AS BASIS OF DESIGN) OR AN APPROVED EQUAL.

1. ANCHORAGE TO CONCRETE:

a. HILTI HIT-HY 200-R ADHESIVE ANCHORING SYSTEM.

b. MINIMUM 1/2" DIAMETER, HILTI HAS STANDARD THREADED ROD

CONFORMING TO ISO898 CLASS 5.8, GRADE 36, OR #5 REBAR

CONFORMING TO ASTM A615, GRADE 60.

c. MINIMUM EMBEDMENT = 3".

2. ANCHORAGE TO HOLLOW AND GROUT FILLED MASONRY:

a. HILTI HIT-HY 270 ADHESIVE ANCHORING SYSTEM.

b. MINIMUM 1/2" DIAMETER HILTI HAS STANDARD THREADED ROD

CONFORMING TO ISO 898 CLASS 5.8, GRADE 36.

c. MINIMUM EMBEDMENT = 2".

POST-INSTALLED ANCHOR NOTES

ASCE 7-16 ROOF DESIGN PRESSURES

NOTES:

1. WIND PRESSURES USED FOR THE DESIGN OF COMPONENTS AND CLADDING ARE SHOWN IN THE ADJACENT TABLES. PRESSURES ARE CALCULATED

USING ASCE 7-16 AND ARE ULTIMATE, FACTORED LOADS (LRFD). FOR ALLOWABLE LOAD PRESSURES, REFER TO THE LOAD COMBINATIONS IN ASCE 7-16

FOR APPROPRIATE LOAD REDUCTION FACTORS.

2. WIDTH OF END ZONE/EDGE/CORNER STRIPS (a): 15'-0", UNO

3. COMPONENT AND CLADDING PRESSURES ACT NORMAL TO THE SURFACE. POSITIVE PRESSURES ACT TOWARDS A GIVEN SURFACE AND NEGATIVE

PRESSURES ACT AWAY FROM A GIVEN SURFACE.

4. DESIGN PRESSURE FOR COMPONENTS AND CLADDING ELEMENTS SHALL NOT BE LESS THAN 16 PSF IN EITHER DIRECTION NORMAL TO THE SURFACE.

5. THE EFFECTIVE WIND AREA IS THE SPAN LENGTH MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD OF THE SPAN

LENGTH. FOR CLADDING FASTENERS, THE EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA TRIBUTARY TO THE INDIVIDUAL FASTENER

IN QUESTION.

DESIGN WIND PRESSURE (PSF)

TRIB AREA

(SQ FT)

1 2e 2r

+26.5 -44.5

+22.9 -44.5

+18.1 -39.4

+16.0 -35.5

+16.0 -35.5

+26.5 -59.6

+22.9 -54.7

+18.1 -48.3

+16.0 -43.4

+16.0 -38.5

ASCE 7-16 WALL DESIGN PRESSURES

DESIGN WIND PRESSURE (PSF)

TRIB AREA

(SQ FT)

4 5

+35.5 -38.5

+33.9 -36.9

+31.8 -34.8

+30.2 -33.2

+26.5 -29.5

+26.5 -77.6

+22.9 -70.0

+18.1 -59.9

+16.0 -52.2

+16.0 -44.5

+26.5 -59.6

+22.9 -54.7

+18.1 -48.3

+16.0 -43.4

+16.0 -38.5

+35.5 -47.6

+33.9 -44.4

+31.8 -40.1

+30.2 -36.9

+26.5 -29.5

COMPONENTS AND CLADDING PRESSURES

0.6h a

2e

2r

ROOF PLAN DIAGRAM WALL ELEVATION DIAGRAM

2e

2r2e 2e1 1 a a a a a a a

5 4 5 a a a a h

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REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

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125th FIGHTER WING

FLORIDA AIR NATIONAL GUARD

14300 Fang Road Jacksonville international airport, Florida 32218

Contract Number

LSGA112024

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200 S. Orange Avenue, Suite 900 Orlando, Florida 32801

PH.: 407-903-5001

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Florida Architectural Corporation License #AAC001790 Florida Engineering Certificate Authorization #2822

Brett E. Rowan, PE State of Registration: FLORIDA Registration Number: 77608

9/27/2022 2:48:16 PM BIM 360://US FL_D3457500_FLANG_Emergency Repair Medical Training Facility Building 1002B/FLANG_BLDG1002B_STRUC_V20.rvt

09/30/2022

D3457500

S-001

E m e rg e n c y /R e p a ir M e d ic a l T ra in in g

B u ild in g

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8" CMU INFILL WALL TO MATCH

EXISTING WALL THICKNESS

#5 DOWELS TO MATCH VERTICAL

REINFORCEMENT, TYPICAL TOP AND BOTTOM.

DRILL AND EPOXY ANCHOR REBAR INTO

GROUT FILLED CELL WITH 6" MIN EMBED

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NOTES:

1. REFER TO ARCHITECTURAL DRAWINGS FOR

LOCATIONS, DIMENSIONS, AND WALL FINISH.

2. PROVIDE #5 VERTICAL REINFORCEMENT AT EACH

END OF NEW INFILL WALL AND AT 48" ON CENTER IN

GROUT FILLED CELLS. PROVIDE HORIZONTAL JOINT

REINFORCEMENT AT 16" ON CENTER VERTICALLY.

3. DOWEL VERTICAL REINFORCEMENT INTO EXISTING

TURNDOWN SLAB AT DOOR OPENINGS.

4. AT PARTIAL INFILL WINDOWS, GROUT FILL NEW

WINDOW SILL CELLS AND PROVIDE (2) #5

HORIZONTAL, DOWEL OR HOOK INTO JAMB AS

REQUIRED.

SEE NOTE 2

EXISTING 8" CMU WALL, TYPICAL

EXISTING TIE BEAM

EXISTING WALL FOUNDATION

ROUGH OPENING, REFER TO

ARCHITECTURAL DRAWINGS. SAW

CUT NEW OPENING FOR NEW

DOOR/WINDOW. MAXIMUM CLEAR

OPENING WIDTH 4'-0"

DRILL AND EPOXY DOWEL OF SIZE TO

MATCH VERTICAL REINFORCEMENT

INTO EXISTING TIE BEAM WITH 6"

MINIMUM EMBEDMENT, TYPICAL

GROUT FILL JAMB CELLS ADJACENT

TO NEW OPENING AND PROVIDE (1)

#5 BAR

GROUT FILL LINTEL CELLS ABOVE

NEW OPENING AND PROVIDE (2) #5

NEW L5x5x5/16 STEEL LINTEL ON

INTERIOR FACE WITH 1/2" DIAMETER

HILTI HIT-HY 270 ADHESIVE ANCHORS

(BASIS OF DESIGN) AT 2'-0" MAXIMUM

SPACING CENTERED ON VERTICAL

LEG WITH 4" EDGE DISTANCE AND 2"

EMBEDMENT. PROVIDE A MINIMUM

OF (3) ANCHORS. INSTALL BEFORE

REMOVAL OF EXISTING CMU. SAW

CUT ALONG EXISTING CMU JOINT

FOR NEW STEEL LINTEL

INSTALLATION, TYPICAL BOTH ENDS

GROUT FILL CELLS AND PROVIDE (2)

#5 AT BOTTOM OF NEW WINDOW

OPENINGS. SEE NEW SLAB ON

GRADE DETAIL FOR NEW DOOR

OPENINGS

EXISTING CMU WALL

MIN BRG

8"

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DRILL AND EPOXY DOWEL OF SIZE TO

MATCH VERTICAL REINFORCEMENT

INTO EXISTING FOUNDATION WITH 6"

MINIMUM EMBEDMENT, TYPICAL EXISTING GRADE

BEAM, VERIFY IN FIELD

ROUGH OPENING, REFER

TO ARCHITECTURAL

DRAWINGS. SAW CUT

NEW OPENING FOR NEW

DOOR/WINDOW.

MAXIMUM CLEAR

OPENING WIDTH 7'-0"

NEW L5x5x5/16 STEEL

LINTEL ON ONE SIDE OF

WALL. COPE ANGLE

HORIZONTAL LEG AT BOTH

ENDS AT OPENING EXTENTS

EXISTING PRECAST NON-

LOAD BEARING WALL

TYP

6" 1/2" DIAMETER HIT-HY 200-R

ADHESIVE ANCHORS (BASIS

OF DESIGN) AT 2'-0" MAXIMUM

SPACING CENTERED ON

VERTICAL LEG WITH 4"

MINIMUM EDGE DISTANCE

AND 3" EMBEDMENT. PROVIDE

A MINIMUM OF (3) ANCHORS 1/2" EXPASION JOINT

CMU BEYOND

NEW SIDEWALK, REFER

TO ARCHITECTURAL

DRAWINGS

NEW 4" CONCRETE SLAB AT NEW EXTERIOR

DOOR OPENINGS WITH #4 AT 16" OC (3 MIN)

TERMINATED IN STANDARD HOOK. DRILL

AND EPOXY ANCHOR INTO EXISTING SLAB

WITH 6" MIN EMBEDMENT

#4 DOWELS AT 16" OC (3 MIN) TERMINATED IN

STANDARD HOOK. DRILL AND EPOXY ANCHOR INTO

GROUT FILLED CELLS WITH 6" MIN EMBEDMENT

(1) #4 CONTINUOUS, EXTEND 6" BEYOND

OPENING ON EACH SIDE AND DRILL AND

EPOXY ANCHOR INTO GROUT FILLED CELLS

15 MIL VAPOR RETARDER

EXISTING CMU WALL,

VERIFY IN FIELD

PREPARED SUB-GRADE

EXISTING INTERIOR CONCRETE SLAB

1' - 6"

NEW 4" CONCRETE SLAB AT NEW

INTERIOR DOOR OPENING REINFORCED

WITH 6x6-W1.4xW1.4 WWR. PLACE

REINFORCEMENT 1 1/2" CLEAR FROM TOP

PRECAST WALL BEYOND

#4x1'-0" DOWELS AT 2'-0" ON

CENTER. DRILL AND EPOXY

DOWELS WITH 6" EMBEDMENT

INTO EXISTING CONCRETE SLAB

#5 AT 48" ON CENTER

(3) #5 CONTINUOUS. DRILL AND EPOXY #5

DOWELS INTO EXISTING GRADE BEAM ON

EACH SIDE OF OPENING WITH 6"

EMBEDMENT

15 MIL VAPOR RETARDER

PREPARED SUB-GRADE

EXISTING INTERIOR

CONCRETE SLAB, TYPICAL

6" 6" #3 @ 12" DOWELS DRILLED

AND EPOXIED INTO SLAB

ALL AROUND PAD

ROUGHEN SURFACE AND APPLY

A BONDING AGENT PRIOR TO

PLACING PAD

12"

24"

24" #4 CONT AT PERIMETER

WITH #4 AT EACH CORNER

REINF, REFER

TO SCHED

3/4" CHAMFER

NOTES:

1. CONFIRM REQUIRED SIZE AND LOCATION OF ALL HOUSEKEEPING PADS WITH EQUIPMENT MANUFACTURER'S PRIOR TO PLACEMENT OF CONCRETE.

PROVIDE PADS AS REQUIRED, WHETHER SHOWN ON STRUCTURAL DRAWINGS OR NOT.

2. WHERE REQUIRED, COORDINATE HOUSEKEEPING PAD WITH ARCH AND MECHANICAL SO PENETRATIONS ARE PLACED BEFORE CONCRETE IS POURED.

3. ANCHOR EQUIPMENT PADS PER MFR RECOMMENDATIONS OR DESIGN, INCREASE PAD DIMENSIONS AS REQUIRED FOR ANCHOR POINTS

4. WHERE PADS HAVE RE-ENTRANT CORNERS, PROVIDE (1)-#4x4'-0" DIAGONAL BAR CENTERED ON CORNER IN EACH LAYER OF REINFORCEMENT

REFER TO PLAN, NOTE 1

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DOWELS

3" TYP AT

THICKNESS

UP TO 6"

>6" TO 8"

>8" TO 12"

>12" TO 16"

EQUIP PAD REINFORCING SCHEDULE

WWR4x4-W4xW4 OR #4 AT 18" EW

WWR4x4-W6xW6 OR #4 AT 12" EW

#4 AT 18" EW, TOP AND BOT

#4 AT 12" EW, TOP AND BOT

REINFORCEMENT

NEW 4" CONCRETE SLAB REINFORCED

WITH 6x6-W1.4xW1.4 WWR. PLACE

REINFORCEMENT 1 1/2" CLEAR FROM TOP

#4x1'-0" DOWELS AT 2'-0" ON

CENTER AROUND PERIMETER OF

NEW SLAB. DRILL AND EPOXY

DOWELS WITH 6" EMBEDMENT

INTO EXISTING CONCRETE SLAB

15 MIL VAPOR RETARDER

PREPARED SUB-GRADE

EXISTING INTERIOR

CONCRETE SLAB, TYPICAL

NOTES:

1. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR FINISHES.

2. REFER TO ARCHITECTURAL AND PLUMBING DRAWINGS FOR

PATCHING LOCATIONS.

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Date:

Proj. No.:

PLOT DATE/TIME:

www.Jacobs.com

Drawing No.:

D ra w in g T it le

REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

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125th FIGHTER WING

FLORIDA AIR NATIONAL GUARD

14300 Fang Road Jacksonville international airport, Florida 32218

Contract Number

LSGA112024

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200 S. Orange Avenue, Suite 900 Orlando, Florida 32801

PH.: 407-903-5001

PRELIM

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Florida Architectural Corporation License #AAC001790 Florida Engineering Certificate Authorization #2822

Brett E. Rowan, PE State of Registration: FLORIDA Registration Number: 77608

9/27/2022 2:48:17 PM BIM 360://US FL_D3457500_FLANG_Emergency Repair Medical Training Facility Building 1002B/FLANG_BLDG1002B_STRUC_V20.rvt

09/30/2022

D3457500

S-501

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S B

A P

T

IS

T A

B R

O W

A N

B R

O W

A N

S T

R U

C T

U R

A L D

E T

A

IL

S

3/4" = 1'-0"C2

CMU INFILL WALL

3/8" = 1'-0"C1

OPENING AT CMU WALL

3/8" = 1'-0"C4

OPENING AT PRECAST WALL

3/4" = 1'-0"C5

NEW SLAB AT CMU DOOR OPENING

1" = 1'-0"D2

NEW SLAB AT PRECAST DOOR OPENING

1" = 1'-0"D3

TYPICAL MECHANICAL EQUIPMENT PAD

1" = 1'-0"D1

TYPICAL SLAB PATCHING DETAIL

DRAWING ABBREVIATIONS

A ---------------------

A LABEL CLASS A DOOR

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

B ---------------------

B LABEL CLASS B DOOR

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CATW CATWALK

CAV CAVITY

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CI CONTINUOUS INSULATION

CJ CONTROL JOINT

CL CENTER LINE / COLUMN LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLR COLOR

CMU CONCRETE MASONRY UNIT

CDR CARD READER

COL COLUMN

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONT CONTINUE

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CORR CORRIDOR

CR CONTROL ROOM

CS CAST STONE

CTR CENTER

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ENTR ENTRANCE

EQ EQUAL

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FGL FIBERGLASS

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLG FLOORING

FLR FLOOR

FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

G ---------------------

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

H ---------------------

HB HOSE BIBB

HDW HARDWARE

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

HSRU HIGH-SPEED ROLL-UP

HT HEIGHT

I ---------------------

IBC INTERNATIONAL BUILDING CODE

ICBP INSULATED COMPOSITE BACKUP PANEL

IMP INSULATED METAL PANEL

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KPL KICKPLATE

L ---------------------

LAV LAVATORY

LBS POUND

LF LINEAR FEET (FOOT)

LIN LINEAR

LOC LOCATION

LR LOW ROOF

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PBD PARTICLEBOARD

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PL PROPERTY LINE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTN PARTITION

PWR POWER

Q --------------------

QTY QUANTITY

R --------------------

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFER

REC RECESSED

REC RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TD TRENCH DRAIN

TE TRANSPORTER ENCLOSURE

TEL TELEPHONE

TEMP TEMPORARY

TFF TOP OF FINISH FLOOR

THK THICKNESS

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TYP TYPICAL

U --------------------

UNO UNLESS NOTED OTHERWISE

V --------------------

VIF VERIFY IN FIELD

W --------------------

WD WOOD

WP WORK POINT

CONCRETE/ PRECAST

CONCRETE

SOIL

CMU

STONE

FIBERGLASS BATT

INSULATION

EXPANDED POLYSTYRENE

RIGID INSULATION

EXTRUDED POLYSTYRENE

RIGID INSULATION

POLYISOCYANURATE RIGID

INSULATION / SEMI RIGID

MINERAL WOOL

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT BOARD

COATED GLASS MAT

WATER RESISTANT GYP BD

PLYWOOD

COVER BOARD

MATERIALS

30 MIN SMOKE RATED

FIRE RATED PARTITION LEGEND:

WOOD

ANNOTATION CALLOUTS/DRAWING SYMBOLS

INTERIOR

ELEVATION

A-101

1 SIM

Name

Elevation

A101

SIM

A101

Ref

A101

Ref

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

EXTERIOR

ELEVATION

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

SECTION

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

ENLARGED PLAN,

BLOW-UP DETAIL

SHEET NUMBER WHERE

SECTION / DETAIL IS DRAWN

FLOOR LEVEL

AND NAME

SHEET

KEYNOTE

1i

PLAN NORTH

Room

Rm_Occupancy

150 SF

A

1i

Room name

ROOM NAME

/ NUMBER

WINDOW TYPE

WALL TYPE

GRID / COLUMN LINE

DESIGNATOR

EQUIPMENT

NUMBER

DOOR NUMBER

REVISION TAG

NORTH ARROW W/ TRUE

NORTH INDICATION

ROOM OCCUPANCY

& AREA

INFILL PANEL TYPE

CEILING SYMBOLS LEGEND

2' X 2' ACT

CEILING

4' X 4' ACT

CEILING

2 X 2 LIGHT

FIXTURE

2 X 4 LIGHT

FIXTURE

FLUORESCENT

LIGHT

RETURN AIR

GRILLE

SUPPLY AIR

GRILLE

EXHAUST AIR

GRILLE

EXIT LIGHT - CEILING

1 HR FIRE

2 HR FIRE

VAPOR BARRIER

GYPSUM BOARD

CEILING

SAFETY: CONSTRUCTION ACTIVITIES AND THE COMPLETED CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH ALL APPLICABLE SUBPARTS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REGULATIONS 29, CODE OF FEDERAL REGULATIONS (CFR) 1910 AND 1926, AND THE CURRENT

VERSION OF THE EM-385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL.

PREVENT DAMAGE: COORDINATE ALL WORK WITH WEATHER CONDITIONS AND TEMPORARY MEASURES TO

ENSURE THAT BUILDINGS REMAIN WATERTIGHT AT ALL TIMES.

DAMAGE: DAMAGE TO THE EXISTING BUILDINGS, GOVERNMENT PROPERTY, OR GOVERNMENT EMPLOYEE

PROPERTY CAUSED BY THE CONTRACTOR SHALL BE IMMEDIATELY REPORTED TO THE COR. SUCH

DAMAGES SHALL BE REPAIRED OR THE DAMAGED ITEMS REPLACED WITH THE SAME PER GOVERNMENT

DIRECTION, AND AT NO COST TO THE GOVERNMENT OR GOVERNMENT EMPLOYEES.

BUILDING AND LIFE SAFETY CODES: THE COMPLETED CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH THE CODES & REGULATIONS LISTED BELOW; AS WELL AS APPLICABLE FEDERAL, STATE, LOCAL AND

DEPOT/BASE REGULATIONS:

GOVERNMENT PUBLICATIONS:

UNIFIED FACILITIES CRITERIA:

• UFC 1-200-01, GENERAL BUILDING REQUIREMENTS

• UFC 3-101-01 ARCHITECTURE

• UFC 3-120-10 INTERIOR DESIGN

NON-GOVERNMENT PUBLICATIONS:

• IBC, INTERNATIONAL BUILDING CODE

• NFPA 101 LIFE SAFETY CODE

• OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

• ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS

WORK PLANNING AND PHASING: PLANNING OF CONSTRUCTION ACTIVITIES SHALL BE COMPLETE IN ALL REGARDS. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND THE REQUIREMENTS OF THE WORK IN SUCH DETAIL THAT PHASING AND WORK PLANS ACCOMMODATE ALL CONDITIONS AND WORK IN A MANNER ACCEPTABLE TO THE COR, AND AS REQUIRED TO PROTECT THE BUILDING WITHIN THE AFFECTED

AREA. OBTAIN A DIG PERMIT FROM PUBLIC WORKS.

CONTRACTOR VERIFICATION: ALL DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BUILDING NEW WORK OR FABRICATING WORK TO BE INSTALLED TO ENSURE THAT ALL WORK IS FULLY COORDINATED. IF DISCREPANCIES ARE DISCOVERED BETWEEN FIELD CONDITIONS

AND DRAWINGS, OR BETWEEN DRAWINGS OF OTHER DISCIPLINES, REPORT SUCH TO THE COR

IMMEDIATELY. DEVELOP A RESOLUTION TO EACH POSSIBLE CONFLICT AS APPROVED BY THE COR PRIOR

TO PROCEEDING WITH THE IMPACTED WORK.

WATERTIGHT ASSURANCE: MAINTAIN WATERTIGHT CONDITIONS OVER ALL PORTIONS OF THE BUILDING.

COORDINATE ALL WORK WITH THE COR TO ASSURE THAT NO INTERRUPTIONS TO THE GOVERNMENT'S

ACTIVITIES OCCUR WITHOUT THE COR'S PRIOR WRITTEN APPROVAL.

MANUFACTURER'S DIRECTION: ALL WORK SHALL COMPLY WITH MANUFACTURER'S INSTALLATION

DIRECTIONS FOR EACH PRODUCT OR MATERIAL IF CONFLICTS ARISE BETWEEN PROJECT REQUIREMENTS AND MANUFACTURER'S DIRECTIONS, THE CONTRACTOR IS TO REPORT SUCH TO THE COR IMMEDIATELY.

DEVELOP RESOLUTION TO EACH POSSIBLE CONFLICT AS APPROVED BY THE COR PRIOR TO PROCEEDING

WITH THE IMPACTED WORK.

SHOP DRAWINGS: SUBMISSIONS SHALL INCLUDE THE COMPLETION OF ALL FIELD VERIFICATION PRIOR TO THE PREPARATION OF THE SUBMITTALS. COR OR A/E CANNOT FIELD VERIFY CONDITIONS FOR THE CONTRACTOR. COR OR A/E REVIEW OF SHOP DRAWINGS AND RELATED SUBMISSIONS ASSUMES THAT THE CONTRACTOR HAS ACCOUNTED FOR THE FIELD CONDITIONS IN THE SUBMISSIONS. COR OR A/E APPROVAL

IS NOT VALIDATION THAT FIELD CONDITIONS ARE ADDRESSED.

CLEAN UP: THE CONTRACTOR SHALL PROVIDE DAILY CLEANUP OF ALL CONSTRUCTION DEBRIS AS APPROVED BY THE COR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL DEBRIS OFF OF THE DEPOTS AND FOR PROVIDING APPROVED DUMPSTER. THE CONTRACTOR SHALL PROVIDE A MINIMUM

OF 75% RECYCLING OF ALL DEMO AND CONSTRUCTION WASTE TO THE APPROPRIATE FACILITY.

DESIGN DRAWINGS: THE CONTRACTOR IS TO UNDERSTAND ALL DRAWINGS COMPLETELY. EACH ASPECT OF THE WORK MAY BE INDICATED ON ONE DISCIPLINE OR INDICATED ON MULTIPLE DISCIPLINES. REVIEW ALL INFORMATION FROM ALL DISCIPLINES AND COMPLETELY FIELD VERIFY ALL CONDITIONS BEFORE

IMPACTING EXISTING CONDITIONS OR PROVIDING NEW WORK.

DRAWINGS SCALES: THE CONTRACTOR MAY NOT SCALE THE DRAWINGS. ALL INFORMATION ON THE DRAWINGS WHETHER DIMENSIONED, OR NOT, IS TO BE FIELD VERIFIED BY THE CONTRACTOR BEFORE

COMMENCING THE WORK AND BEFORE PROCURING OR FABRICATING WORK TO BE INSTALLED.

CONTRACTOR'S FIELD VERIFICATION IS TO BE INCORPORATED INTO ALL SUBMITTALS PRIOR TO

SUBMISSION.

ANY OF THE SYMBOLS / MATERIAL REFERENCED ON THIS DRAWING MAY OR MAY NOT OCCUR AS A PART OF

THIS PROJECT AND ARE PROVIDED FOR REFERENCE ONLY.

DIFFERENT FLOOR MATERIALS SHALL MEET UNDER THE CENTERLINE OF DOORS UNLESS OTHERWISE

NOTED. REFER TO DETAILS ON A-602.

SIGNAGE SHALL BE MOUNTED ON LATCH SIDE OF DOORS WHERE SCHEDULED; REFER TO SIGNAGE

DETAILS .

REFER TO STRUCTURAL FOR SELECT DEMOLITION, NEW WALL REINFORCING, FLOOR SLAB PATCHING, ETC.

AND ADDITIONAL INFORMATION.

GENERAL CONTRACTOR SHALL COORDINATE REQUIRED BLOCKING AND SPECIFIC LOCATIONS OF ALL WALL MOUNTED EQUIPMENT, FIXTURES AND FURNISHING LOCATIONS WITH THE CONTRACTING OFFICE PRIOR TO

CONSTRUCTION, INCLUDING GOVT. PROVIDED AND INSTALLED.

REFER TO THE PROJECT MANUAL FOR GENERAL CONTRACT REQUIREMENTS AND SPECIFICATIONS.

FLOOR ELEVATIONS REFERENCED ARE TO TOP OF CONCRETE SLABS. FINISH FLOORING IS INSTALLED ON

TOP OF THE FLOOR ELEVATION. FOR RECESSED FLOORS AND CURBS REFER TO STRUCTURAL.

NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO SPECIFIC DETAILS ARE INDICATED, CONSTRUCTION SHALL CONFORM TO SIMILAR

WORK ON THE PROJECT.

EQUIPMENT LOCATIONS INDICATED ON ARCHITECTURAL DRAWINGS ARE FOR REFERENCE ONLY.

EQUIPMENT LOCATIONS SHALL BE COORDINATED WITH UTILITIES INDICATED ON CIVIL, MECHANICAL, FIRE

PROTECTION, ELECTRICAL, AND EQUIPMENT DRAWINGS.

WHILE CARE HAS BEEN TAKEN TO COORDINATE MECHANICAL AND ELECTRICAL PENETRATIONS WITH ARCHITECTURAL WORK, CONTRACTOR IS RESPONSIBLE FOR FRAMING MODIFICATIONS AND PATCHING

REQUIRED WHETHER SPECIFICALLY SHOWN OR NOT.

GENERAL CONTRACTOR SHALL PROVIDE CONTINUOUS VAPOR RETARDER TO MAINTAIN MOISTURE BARRIER AND THERMAL ENVELOPE AT ALL NEW WALLS AND FLOOR SLAB PATCHES, WHETHER NOTED ON DETAILS

OR NOT.

THE CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR THE GENERAL INTENDED LAYOUTS OF MECHANICAL, ELECTRICAL, CABLE TRAY, FIRE SUPPRESSION SYSTEMS AS THEY

OCCUR WITHIN THE FINISHED CEILING SYSTEM.

THE CONTRACTOR SHALL VERIFY FINISHED FLOOR ELEVATIONS ON EACH SIDE OF NEW WALL OPENING PENETRATIONS BETWEEN BUILDING 1002A, 1002B (PART 1 & PART 2). ANY DEVIATIONS IN HEIGHT GREATER

THAN 3/8" SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.

UNLESS OTHERWISE NOTED LOCATE THE EDGE OF DOOR JAMBS 4 INCHES OFF OF THE FINISHED FACE OF

ADJACENT GYPSUM BOARD PARTITION AND 8" AT CMU PARTITION

GENERAL NOTES

STC 45 PARTITION

STC 50 PARTITION

SOUND RATED PARTITION LEGEND:

RECESSED

CAN LIGHT

EXIT LIGHT - WALL

SECURITY CAMERA

TELECOM - SPEAKER

FP - ALARM STROBE

TELECOM - WAP

D

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1 2 3 4 5 6

Date:

Proj. No.:

PLOT DATE/TIME:

www.Jacobs.com

Drawing No.:

D ra w in g T it le

REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.

J a c o b s E n g in e e ri n g G ro u p I n c

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125th FIGHTER WING

FLORIDA AIR NATIONAL GUARD

14300 Fang Road Jacksonville international airport, Florida 32218

Contract Number

LSGA112024

T Y

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B -3

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IN

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200 S. Orange Avenue, Suite 900 Orlando, Florida 32801

PH.: 407-903-5001

PRELIM

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Florida Architectural Corporation License #AAC001790 Florida Engineering Certificate Authorization #2822

Mark Alden Johnson, AIA State of Registration: FLORIDA Registration Number: 96440

9/27/2022 4:28:24 PM BIM 360://US FL_D3457500_FLANG_Emergency Repair Medical Training Facility Building 1002B/FLANG_BLDG1002B_ARCH_V20.rvt

09/30/2022

D3457500

A-001

E m e rg e n c y /R e p a ir M e d ic a l T ra in in g

B u ild in g

B

M J O

H N

S O

N M

J O

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S O

N M

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T E

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H N

S O

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M B

O L S

A N

D G

E N

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A L

N O

T

GRAB BAR, STAINLESS STEEL 18" LONG (VERTICAL)

GRAB BAR, STAINLESS STEEL 36" LONG

SOAP DISPENSER

COAT / TOWEL HOOK

SHELF - LARGE AT 48" AFF

SHELF - SMALL AT 48" AFF

FOLD UP SHOWER SEAT

SHOWER ROD, CURTAIN AND HOOKS

MOP RACK / UTILITY SHELF

PAPER TOWEL DISPENSER / WASTE RECEPTACLE - LARGE

PAPER TOWEL DISPENSER / WASTE RECEPTACLE - SMALL

910 SANITARY NAPKIN DISPOSAL

BOBRICK - MODEL B-6806 X 18

BOBRICK - MODEL B-6806 X 36

BRADLEY 6542 SURFACE MOUNTED

BRADLEY - MODEL SA35

BRADLEY - MODEL 7512 - 36

BRADLEY - MODEL 756 - 24

BRADLEY - MODEL 9569

BRADLEY - MODEL 9539, 9537 AND 9540

BRADLEY - MODEL 9933

BRADLEY - MODEL 3565 - SURFACE-MOUNTED; PAPER TOWEL DISPENSER (TYPICAL)

BRADLEY - MODEL 3251-11 - SURFACE-MOUNTED; PAPER TOWEL DISPENSER

BRADLEY - MODEL 4722-15 - SURFACE-MOUNTED

FRAMED MIRROR - 24" WIDE X 36" HIGH AT 40" AFF BRADLEY - MODEL 780-2436-2

TOILET TISSUE DISPENSER - SURFACE MOUNTED BOBRICK - MODEL B-4288 MULTI ROLL SURFACE MOUNTED908

NOTE: MODEL NUMBERS INDICATED ARE BASIS OF DESIGN ONLY AND

ARE NOT INTENDED TO LIMIT OTHER ACCEPTABLE MANUFACTURERSRESTROOM ACCESSORIES

TOILET SEAT COVER DISPENSER - SURFACE MOUNTED BOBRICK - MODEL B-221 SURFACE MOUNTED909

GRAB BAR, STAINLESS STEEL 42" LONG BOBRICK - MODEL B-6806 X 42

GRAB BAR, STAINLESS STEEL SHOWER 'L' BOBRICK - MODEL B-6861

918 FRAMED MIRROR - 24" WIDE X 72" HIGH AT 12" AFF BRADLEY - MODEL 780-2472-2

C7 SS SPECIMEN PASS THRU BOBRICK - MODEL B-505

SEAT WALLSIDEBACKCONTROL WALLSIDE WALL BACK WALL

DUAL DRINKING FOUNTAINSACCESSIBLE DRINKING FOUNTAIN

NOTE: IN TRANSFER SHOWERS, THRESHOLDS SHALL BE FLUSH OR BEVELED WITH A

MAXIMUM EDGE HEIGHT OF 1/2-INCH, AND A MAXIMUM SLOPE OF 50%. THRESHOLDS IN

ROLL-IN SHOWER STALLS SHALL BE LEVEL WITH THE ADJACENT CLEAR SPACE.

STANDARD SHOWER STALL

HANDICAP TRANSFER SHOWER STALL

ELECTRICAL

OUTLET

NOTE: MAX HEIGHT TO OPERABLE

PART OF TOILET ACCESSORIES IS 40"

STANDARD MOUNTING HEIGHTS AND ADA /…