Attachment 2 Final Drawings.pdf

PROJECT

LOCATION

HAUL ROAD GATE

CONSTRUCTION ACCESS

WEST GATE BASE EXIT

EGLIN BLVD.

H

AU

L R

D

GENERAL NOTES

1. HAUL ROAD GATE CONSTRUCTION ACCESS -- PRIMARY

CONSTRUCTION ENTRANCE GATE SHALL BE OPEN MON-SAT EXCLUDING

HOLIDAYS. NO SUNDAY DELIVERIES ARE ALLOWED. ALL DELIVERY

TRUCKS MUST HAVE A BILL OF LADING IDENTIFYING THE CONTRACTOR,

CONTRACT NUMBER, AND LIST OF MATERIALS. ANY SPECIAL DELIVERIES

SHALL BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER 5 DAYS

IN ADVANCE, AND SECURITY FORCES SHALL BE NOTIFIED 72 HOURS IN

ADVANCE. NOT ALL REQUESTS MAY BE GRANTED.

2. CONTRACTORS AND SUPPLIERS WITH CONTRACTOR EQUIPMENT

SHALL ENTER BASE THROUGH THE HAUL ROAD GATE.

3. ALL CONTRACTOR DELIVERIES MUST BE INSPECTED AT THE HAUL

ROAD GATE PRIOR TO ARRIVAL AT THE PROJECT SITE.

4. ALL CONSTRUCTION TRAFFIC SHALL EXIT THROUGH THE HAUL ROAD

GATE OR WEST GATE. AR94997

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BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

DATE

SIGNATURE

APPROVED

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DRAWN BY

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DEPUTY BASE CIVIL ENGINEER

APPROVED

PROGRAM MANAGER

APPROVED

FIRE PREVENTION

APPROVED

SAFETY REPRESENTATIVE

APPROVED

DIR. BASE. MED. SERVICE

APPROVED

USING AGENCY

APPROVED

COMMUNICATIONS

APPROVED

OPERATIONS ENGINEERING

APPROVED

ENVIRONMENTAL

APPROVED

SECURITY FORCES

APPROVED

ASUS

APPROVED

CHELCO

20AH FTFA20CB73 1

RENOVATE SQUADRON

OPERATIONS AREA JSF

HANGAR B1412

1/26/2021

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TITLE SHEET

GJD

LCS

RENOVATE SQUADRON OPERATIONS AREA JSF HANGAR B1412

EGLIN AFB, FLORIDA

98o o43

BAY

p65

FAIRHOPE

MOBILE

o31 p

MINETTE

o 98o

9010p

45o

FOLEY

o 98o o331

ANDALUSIA

o84 o31

CRESTVIEW

oo85

VALPARISO

90o

MILTON

p10 EGLIN AIR FORCE BASE

ALABAMA

FLORIDA

o29 p10

DE FUNIAK

SPRINGS

FORT

WALTON

BEACH

98o

ATMORE

o31 o90 p5

BREWTON

FLOMATON

PENSACOLA

BASE MAP

NORTH

PROJECT LOCATION

PROJECT LOCATION

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EGLIN AIR FORCE BASE, FLORIDA

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96/CEG/CEN

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DEPUTY BASE CIVIL ENGINEER

APPROVED

PROGRAM MANAGER

APPROVED

FIRE PREVENTION

APPROVED

SAFETY REPRESENTATIVE

APPROVED

DIR. BASE. MED. SERVICE

APPROVED

USING AGENCY

APPROVED

COMMUNICATIONS

APPROVED

OPERATIONS ENGINEERING

APPROVED

ENVIRONMENTAL

APPROVED

SECURITY FORCES

APPROVED

ASUS

APPROVED

CHELCO

20AH FTFA20CB73 2

RENOVATE SQUADRON

OPERATIONS AREA JSF

HANGAR B1412

1/26/2021

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INDEX OF DRAWINGS

KRW

LCS

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

FIRE PROTECTION

FA001 FIRE ALARM COVER SHEET

FA101 FIRE ALARM DEMOLITION PLAN NE

FA102 FIRE ALARM DEMOLITION PLAN SW

FA103 FIRE ALARM DEMOLITION PLAN SE

FA111 FIRE ALARM NEW WORK PLAN NE

FA112 FIRE ALARM NEW WORK PLAN SW

FA113 FIRE ALARM NEW WORK PLAN SE

MECHANICAL

M-001 HVAC LEGEND & GENERAL NOTES

M-100 HVAC OVERALL

M-101 HVAC DEMO AREA F

M-102 HVAC DEMO INTEL VAULT

M-201 HVAC NEW WORK SUPPORT ROOM

M-202 HVAC NEW WORK 60 FS VAULT

M-203 HVAC NEW WORK INTEL VAULT

M-601 HVAC SCHEDULES-1

ELECTRICAL

E-001 ELECTRICAL LEGEND AND GENERAL NOTES

E-002 NEW WORK RISER AND PANEL SCHEDULES

E-100 ELECTRICAL DEMOLITION PLAN NE

E-101 ELECTRICAL DEMOLITION PLAN SW

E-102 ELECTRCIAL DEMOLITION PLAN SE

E-103 LIGHTING DEMOLITION PLAN NE

E-104 LIGHTING DEMOLITION PLAN SW

E-105 LIGHTING DEMOLITION PLAN SE

E-200 NEW WORK ELECTRICAL POWER PLAN NE

E-201 NEW WORK ELECTRICAL POWER PLAN SW

E-202 NEW WORK ELECTRICAL POWER PLAN SE

E-203 NEW WORK LIGHTING PLAN NE

E-204 NEW WORK LIGHTING PLAN SW

E-205 NEW WORK LIGHTING PLAN SE

TELECOMMUNICATIONS

T-001 TELECOM LEGEND

T-002 TELECOM NOTES

T-101 TELECOM EXISTING PARTIAL PLAN SW

T-102 TELECOM EXISTING PARTIAL PLAN SE

T-103 TELECOM EXISTING PARTIAL PLAN NE

T-111 TELECOM PARTIAL FLOOR PLAN SW

T-112 TELECOM PARTIAL FLOOR PLAN SE

T-113 TELECOM PARTIAL FLOOR PLAN NE

T-201 TELECOM EXISTING OUTLET DETAILS

T-202 TELECOM EXISTING OUTLET DETAILS

T-203 TELECOM FACEPLATE DETAILS

T-204 TELECOM FACEPLATE DETAILS

T-205 TELECOM DETAILS

T-301 TELECOM SINGLE LINE DIAGRAMS

T-302 TELECOM SINGLE LINE DIAGRAMS

T-401 TELECOM ENLARGED PLANS

T-501 RACK ELEVATIONS

T-502 RACK ELEVATIONS

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

GENERAL

G-001 TITLE SHEET

G-002 INDEX OF DRAWINGS

G-003 LIFE SAFETY PLAN

STRUCTURAL

S-001 GENERAL NOTES & WIND LOAD DIAGRAMS

S-101 PARTIAL FLOOR PLAN

S-102 PARTIAL ROOF FRAMING PLAN

S-201 WALL OPENING ELEVATIONS

S-301 SECTIONS & DETAILS

S-302 SECTIONS & DETAILS

ARCHITECTURAL

A-001 LEGEND, NOTES, AND ABBREVIATIONS

A-100 EXISTING FLOOR PLAN - OVERALL

A-101 PARTIAL EXISTING FLOOR PLAN

A-102 PARTIAL EXISTING FLOOR PLAN

A-103 PARTIAL EXISTING FLOOR PLAN

A-110 DEMOLITION FLOOR PLAN - OVERALL

A-111 PARTIAL DEMOLITION FLOOR PLAN

A-112 PARTIAL DEMOLITION FLOOR PLAN

A-113 PARTIAL DEMOLITION FLOOR PLAN

A-120 FLOOR PLAN - OVERALL/PHASING PLAN

A-121 PARTIAL FLOOR PLAN

A-122 PARTIAL FLOOR PLAN

A-123 PARTIAL FLOOR PLAN

A-150 REFLECTED CEILING PLAN - OVERALL

A-151 PARTIAL REFLECTED CEILING PLAN

A-152 PARTIAL REFLECTED CEILING PLAN

A-153 PARTIAL REFLECTED CEILING PLAN

A-301 BUILDING SECTIONS

A-310 WALL SECTIONS, ELEVATIONS & DETAILS

A-401 ENLARGED PLANS & CASEWORK

A-601 OPENING SCHEDULE AND DETAILS

A-602 DOOR AND WINDOW DETAILS

INTERIOR

I-101 FINISH PLAN - OVERALL

I-102 PARTIAL FINISH PLAN

I-103 PARTIAL FINISH PLAN

I-104 PARTIAL FINISH PLAN

I-105 FURNITURE PLAN - OVERALL

I-106 PARTIAL FURNITURE PLAN

I-107 PARTIAL FURNITURE PLAN

I-108 PARTIAL FURNITURE PLAN

I-109 SIGNAGE PLAN - OVERALL

I-110 PARTIAL SIGNAGE PLAN

I-111 PARTIAL SIGNAGE PLAN

I-112 PARTIAL SIGNAGE PLAN

I-601 FINISH SCHEDULE, NOTES, AND DETAILS

I-602 FURNITURE SCHEDULE

I-603 SIGNAGE SCHEDULE AND DETAILS

444 441 439 438 436 435

466474

124 123 122 121

175162

148149151

132 127 125 427425

421 422 423 424

133 131 129 128 126

426 428 429 431 433

477478181179

161 461

442443

412411403

453 456

468472174

171169

145144141139138137136135134

118 117

143142

413103

111 101 401

195 197 198 199 203 205

501 499

485486

187188

192 488

191 487

482185

190 480

496202

OCCUPANT LOAD INCREASE (BUSINESS) DOES NOT

REQUIRE ADDITIONAL EXITS OR EXIT DOORS OR

REQUIRE DOOR SWINGS TO CHANGE

NO REDUCTION IN NUMBER OF EXITS

OCCUPANT LOAD INCREASE (42) DOES

NOT REQUIRE ADDITIONAL EXITS OR

REQUIRE DOOR SWINGS TO CHANGE

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BASE CIVIL ENGINEER

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DEPUTY BASE CIVIL ENGINEER

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PROGRAM MANAGER

APPROVED

FIRE PREVENTION

APPROVED

SAFETY REPRESENTATIVE

APPROVED

DIR. BASE. MED. SERVICE

APPROVED

USING AGENCY

APPROVED

COMMUNICATIONS

APPROVED

OPERATIONS ENGINEERING

APPROVED

ENVIRONMENTAL

APPROVED

SECURITY FORCES

APPROVED

ASUS

APPROVED

CHELCO

20AH FTFA20CB73 3

RENOVATE SQUADRON

OPERATIONS AREA JSF

HANGAR B1412

1/26/2021

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LIFE SAFETY PLAN

KRW

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1" = 20'-0"G-003

1 LIFE SAFETY PLAN

PLAN

NORTH

1.00 GENERAL NOTES

1.01 THESE DRAWINGS ADDRESS ONLY THE STRUCTURAL DESIGN OF THE STRUCTURE. THE DIMENSIONAL

LAYOUT OF THE STRUCTURE HAS BEEN DICTATED TO JOE DEREUIL ASSOCIATES IN ORDER TO

PRODUCE STRUCTURAL DESIGN DOCUMENTS. NO REPRESENTATION IS MADE REGARDING CODE

CONFORMANCE OF NON-STRUCTURAL ASPECTS OF THE STRUCTURE.

1.02 THESE STRUCTURAL NOTES SHALL BE APPLIED WITH THE TECHNICAL SPECIFICATIONS IN THE SPECIFICATIONS MANUAL. ANY CONFLICTING REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION

OF THE CONTRACTING OFFICER FOR RESOLUTION BEFORE PROCEEDING WITH FABRICATION OR

CONSTRUCTION.

1.03 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT

SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN.

1.04 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCY.

1.05 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TAKE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING STRUCTURE AND ITS FOUNDATION AND TO LIMIT, TO THE EXTENT POSSIBLE, THE EFFECTS OF CONSTRUCTION THAT THE NEW STRUCTURE HAS ON THE EXISTING STRUCTURE.

1.06 COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, PLUMBING AND CIVIL. NOTIFY CONTRACTING OFFICER OF ANY CONFLICT AND/OR OMISSION. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN

APPROVAL OF THE CONTRACTING OFFICER. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE

STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS.

1.07 DESIGN CRITERIA:

THE STRUCTURE HAS BEEN DESIGNED UTILIZING THE FOLLOWING REFERENCES:

A. UFC 1-200-01, GENERAL BUILDING REQUIREMENTS

B. UFC 3-301-01, STRUCTURAL ENGINEERING

C. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARD FOR BUILDINGS

D. INTERNATIONAL BUILDING CODE, 2018

E. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

F. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

G. AISC STEEL CONSTRUCTION MANUAL 15TH EDITION

1.08 DESIGN LOADS

A. WIND LOADS - STRUCTURE HAS BEEN DESIGNED TO CONFORM TO THE WIND PROVISIONS OF

ASCE 7-16. SEE WIND PRESSURE DIAGRAM & CHART FOR THE FOLLOWING:

1. BASIC WIND SPEED (3-SEC GUST)

2. BUILDING RISK CATEGORY

3. WIND EXPOSURE CATEGORY

4. INTERNAL PRESSURE COEFFICIENT

5. COMPONENT & CLADDING WIND PRESSURES

1.09 SHOP DRAWING SUBMITTALS:

A. THE REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS DONE BY THE CONTRACTING OFFICER

DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP

DRAWINGS BEFORE SUBMITTAL TO THE CONTRACTING OFFICER. THE REVIEW BY THE

CONTRACTING OFFICER IS FOR GENERAL CONFORMANCE ONLY. IF SHOP DRAWINGS HAVE NOT

BEEN REVIEWED AND APPROVED BEFORE SUBMITTAL TO THE CONTRACTING OFFICER, THEY

SHALL BE RETURNED WITHOUT APPROVAL.

B. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY AND ALL ERRORS AND OMISSIONS

ASSOCIATED WITH THE PREPARATION OF ALL SHOP DRAWINGS AS THEY PERTAIN TO MEMBER

SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONSTRUCTION DOCUMENTS.

C. CONTRACTOR IS SOLEY RESPONSBILE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND

PROCEDURES OF CONSTRUCTION.

D. ALL MODIFICATIONS MADE FOR SUBMITTALS THAT ARE RE-SUBMITTED SHALL CLEARLY NOTE

ALL CHANGES.

E. REPRODUCING THE CONTRACT DOCUMENTS FOR USE AS SHOP DRAWINGS IS NOT ALLOWED,

AND SHOP DRAWINGS WILL BE RETURNED WITHOUT APPROVAL.

F. GENERAL SHOP DRAWING REQUIREMENTS:

1. SUBMIT SHOP DRAWINGS AND ANY OTHER SPECIAL INFORMATION NECCESSARY FOR

PROPER FABRICATION, ERECTION, AND PLACEMENT OF STRUCTURAL FABRICATIONS.

INCLUDE PLANS, ELEVATIONS, AND SECTIONS. CLEARLY SHOW ANCHORAGES,

CONNECTIONS, AND ACCESSORY ITEMS. THE DETAILER MUST INTERPRET THE

CONTRACT DOCUMENTS AND CLEARLY CONVEY THIS INTERPRETATION TO THE FIELD IN

THE FORM OF PLACING OR ERECTION DRAWINGS.

2. CONCRETE REINFORCING DETAILER - PROVIDE PLACING DRAWINGS FOR FABRICATION

AND PLACING OF REINFORCING STEEL. THESE DRAWINGS SHALL INCLUDE, BUT ARE NOT

LIMITED TO, THE FOLLOWING: BAR LISTS, SCHEDULES, BENDING DETAILS, PLACING

DETAILS, PLACING PLANS, AND PLACING ELEVATIONS. CLEARLY SHOW FOUNDATION

REINFORCING. INDICATE BAR LENGTHS, LOCATION AND SPLICES OF CONTINUOUS BARS,

AND BAR SUPPORTS. CLEARLY SHOW LOCATIONS OF ALL DOWELS ON PLAN.

2.00 REINFORCED CONCRETE

2.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301-16, SPECIFICATIONS FOR STRUCTURAL CONCRETE. DESIGN IS BASED ON ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE. DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI

315R-18, GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS. DETAIL ALL CONCRETE WALLS AND BEAMS ON THE SHOP DRAWINGS IN ELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE.

SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP

DRAWINGS ARE COMPLETED AND REVIEWED.

2.02 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTHS (Fc’), WATER TO CEMENTITIOUS CONTENT (W/CM) AND

AIR CONTENT ACCORDING TO EXPOSURE CLASS (EC):

Fc’ MAX. W/CM AIR CONTENT

A. SLAB-ON-GRADE – INTERIOR

(EC-F0, S0, W0, C0) 3500 PSI 0.50 N/A

CONCRETE MAY CONTAIN A PROPERLY DESIGNED SUPERPLASTICIZER FOR WORKABILITY.

2.03 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.

2.04 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH

IS THE CONTRACTOR'S.

2.05 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.

2.06 HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED. THE CONTRACTING

OFFICER SHALL APPROVE THE LOCATION OF VERTICAL CONSTRUCTION JOINTS. CONSTRUCTION

JOINTS SHALL BE THOROUGHLY ROUGHENED BY MECHANICAL MEANS, AND CLEANED. CONTRACTOR

SHALL SUBMIT DRAWINGS SHOWING INTENDED POURING SEQUENCE AND LOCATION OF

CONSTRUCTION JOINT TO THE ENGINEER FOR REVIEW. PROPOSED METHODS MUST BE ACCEPTABLE

TO THE ARCHITECT BEFORE USE.

2.07 CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4".

2.08 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE.

PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCE DURING ALL CONSTRUCTION ACTIVITIES. "STICKING” DOWELS INTO WET CONCRETE IS

NOT PERMITTED.

2.09 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR

APPROVED; STAGGER SPLICE WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") UNLESS

NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED

REINFORCEMENT AND SHALL BE LAPPED WITH FULL TENSION SPLICES (CLASS "B") UNLESS NOTED

OTHERWISE. TERMINATE BARS WITH STANDARD HOOKS.

2.10 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE

(PER ACI 318-14 TABLE 20.6.1.3.1):

A. CONCRETE AGAINST EARTH (NOT FORMED): 3"

B. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER:

1. #6 THROUGH #18 BARS: 2"

2. #5 BARS AND SMALLER: 1-1/2"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

1. SLABS AND WALLS: 3/4"

2. BEAMS (STIRRUPS) AND COLUMNS (TIES): 1-1/2"

2.11 DO NOT PLACE DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS WITHIN THE SLAB OR

WALL UNLESS SPECIFICALLY SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.

2.12 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE

CONTRACTING OFFICER.

2.13 THE LICENSED DESIGN PROFESSIONAL, A PERSON UNDER THE SUPERVISION OF A LICENSED DESIGN

PROFESSIONAL, OR A QUALIFIED INSPECTOR SHALL VERIFY COMPLIANCE WITH CONSTRUCTION

DOCUMENTS. (ACI 318-14 PAR. 26.13.1.3)

2.14 ALL REINFORCING STEEL PLACEMENTS SHALL BE REVIEWED BY THE CONTRACTING OFFICER, OR BY A

REPRESENTATIVE RESPONSIBLE TO HIM. (RE: ACI 318 PAR. 26.13.1)

3.00 STRUCTURAL STEEL

3.01 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED ACCORDING TO AISC 360-10

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.

3.02 SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH AISC MANUAL "DETAILING FOR STEEL

CONSTRUCTION", LATEST EDITION. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE

COMPLETED AND REVIEWED.

3.03 STRUCTURAL STEEL SHAPES, PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36

UNLESS NOTED OTHERWISE.

3.04 USE PRE-QUALIFIED WELDED JOINTS AS PER AISC, AND AWS D1.1 "STRUCTURAL WELDING CODE." USE

ONLY CERTIFIED WELDERS; ALL ELECTRODES SHALL CONFORM TO AWS A5 GRADE E70XX. BARE

ELECTRODE AND GRANULAR FLUX SHALL CONFORM TO AWS A5, F70 AWS FLUX CLASSIFICATION.

MINIMUM WELD SIZE TO BE 3/16" FILLET WELD, U.N.O.

3.05 PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DO NOT PAINT

STEEL SURFACES TO BE ENCASED IN CONCRETE OR RECEIVE SPRAYED ON FIREPROOFING,

CONNECTIONS DESIGNATED AS SLIP CRITICAL, OR TO BE WELDED.

3.06 PRIMER: SSPC-PAINT 25, TYPE I, ZINC OXIDE, ALKYD, LINSEED OIL PRIMER.

3.07 STRUCTURAL STEEL LINTELS, DOOR JAMBS AND CANOPIES SHALL BE HOT-DIP GALVANIZED.

4.00 MASONRY

4.01 CONCRETE MASONRY DESIGN, CONSTRUCTION AND TESTING SHALL CONFORM TO TMS 402/602-16, BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES.

4.02 PROVIDE LIGHTWEIGHT, HOLLOW, LOAD-BEARING CONCRETE MASONRY UNITS (CMU) CONFORMING

TO ASTM C90, UNLESS NOTED OTHERWISE.

4.03 PROVIDE MASONRY CONSTRUCTION WITH MINIMUM COMPRESSIVE STRENGTH, f'm = 2,000 PSI.

4.04 PROVIDE TYPE "M" OR “S” MORTAR IN ACCORDANCE WITH ASTM C270 BY PROPORTION

REQUIREMENTS, UNLESS NOTED OTHERWISE.

4.05 VERTICAL CELLS SHALL BE REINFORCED AS SHOWN ON PROJECT DETAILS.

4.06 PROVIDE GROUT FOR REINFORCED MASONRY IN ACCORDANCE WITH ASTM C476. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI UNLESS NOTED OTHERWISE. GROUT SHALL BE FLUID CONSISTENCY. FLUID CONSISTENCY SHALL MEAN THAT CONSISTENCY IS AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. FILL ALL CELLS BELOW GRADE WITH GROUT. ALL GROUT SHALL BE CONSOLIDATED AT THE TIME OF POURING BY VIBRATING AND THEN RECONSOLIDATED BY AGAIN PUDDLING LATER, BEFORE PLASTICITY IS LOST.

WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, CONSTRUCTION JOINTS SHALL BE

FORMED BY STOPPING THE POUR OF THE GROUT 1-1/2 INCHES BELOW THE TOP OF THE UPPERMOST

UNIT.

4.07 ALL MASONRY UNITS SHALL BE FREE OF EXCESSIVE DUST AND DIRT AT THE TIME THEY ARE LAYED BY

THE MASON.

4.08 ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS IN ALL REINFORCED MASONRY WALLS SHALL BE FULLY BEDDED IN MORTAR. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A DISTANCE IN FROM EACH FACE OF THE UNIT NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS, BOND SHALL BE PROVIDED BY LAPPING UNITS IN

SUCCESSIVE VERTICAL COURSES.

5.00 POST-INSTALLED ANCHORS

5.01 EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES AS PROVIDED BY HILTI, INC. CONTACT HILTI AT (800) 879-8000 FOR

PRODUCT RELATED QUESTIONS. EQUIVALENT ANCHORAGE SYSTEMS MAY BE SUBMITTED

FOR APPROVAL.

a) ANCHORAGE TO SOLID GROUTED MASONRY

i) ADHESIVE ANCHORS USE:

(1) HILTI HIT-HY 270 MASONRY ADHESIVE ANCHORING SYSTEM (ICC PENDING).

(2) STEEL ANCHOR ELEMENT SHALL BE STAINLESS STEEL CONTINUOUSLY THREADED

ROD OR CONTINUOUSLY DEFORMED STEEL REBAR

ii) MECHANICAL ANCHORS USE:

(1) HILTI KWIK HUS-EZ SCREW ANCHOR PER ICC ESR-3056

(2) HILTI KWIK BOLT-3 EXPANSION ANCHORS PER ICC ESR-1385

5.02 ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER METHOD AS APPROVED BY THE CONTRACTING OFFICER. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE CONTRACTING OFFICER PRIOR

TO USE.

5.03 INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR

PACKAGING AND IN STRICT ACCORDANCE WITH THE CURRENT ICC ESR.

5.04 EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR

LOCATIONS. UNLESS NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT, THE CONTRACTOR

SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE

POSITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS, BY HILTI

FERROSCAN, GPR, X-RAY, CHIPPING OR OTHER MEANS.

5.05 ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT THE

TIME OF ANCHOR INSTALLATION IN ACCORDANCE WITH ACI 318-11 D.2.2.

5.06 PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE

BUILDLING CODE AND PER THE CURRENT ICC-ES REPORT FOR THE ANCHOR.

REPRESENTATIVE DIAGRAM

WIND LOAD DETERMINATION ASSUMPTIONS - INTERNATIONAL BUILDING CODE 2018

ROOF SLOPE

154 C 29.5 1.5 ON 12 III ENCLOSED

WIND VELOCITY

(MPH)

EXPOSURE

CATEGORY

MEAN ROOF

HEIGHT (FT.)

RISK

CATEGORY

ENCLOSURE

CATEGORY

ULTIMATE DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (PSF)

ROOF

ZONE 1

ROOF

ZONE 2

ROOF

ZONE 3

WALL

ZONE 4

WALL

ZONE 5

24.2 -64.7 -74.8 54.6 -59.1 -72.7

50 20.7 -64.7 -71.2 48.9 -53.5 -61.5

19.2 -64.7 -69.7 46.5 -51.1 -56.7

-100.0

-78.8

-69.7

NOTES:

1. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED,

OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.

2. THE EDGE STRIP, a = 14.2 FT.

3. PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE FIGURE SHOWN ON THIS SHEET.

4. PRESSURES GIVEN ARE ULTIMATE LOADS TO BE USED WITH STRENGTH DESIGN. FOR SERVICE

LOADS TO BE USED WITH ALLOWABLE STRESS DESIGN, MULTIPLY THE PRESSURES BY 0.60. SEE

TABLES 2.3 AND 2.4 IN ASCE 7-16 FOR MORE INFORMATION ON LOAD COMBINATIONS.

< 10

> 100

EFF.

AREA

(SQ. FT.)

54.6

48.9

46.5

24.2

20.7

19.2

24.2

20.7

19.2

O-HNGO-HNG

-140.4

-105.1

-89.9

-89.9

-86.4

-84.9

ROOF ZONE 2 O-HNG PRESSURES

SHALL BE UTILIZED FOR THE CANOPY

D

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No. 54319

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REVISIONREVISIONREVISIONREVISION DATEDATEDATEDATE DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION BYBYBYBY APPR'DAPPR'DAPPR'DAPPR'D

BASE CIVIL ENGINEERBASE CIVIL ENGINEERBASE CIVIL ENGINEERBASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDA

DATEDATEDATEDATE

SIGNATURESIGNATURESIGNATURESIGNATURE

APPROVEDAPPROVEDAPPROVEDAPPROVED

CENMCENMCENMCENM

DRAWN BYDRAWN BYDRAWN BYDRAWN BY

PROJ. ENGR.PROJ. ENGR.PROJ. ENGR.PROJ. ENGR.

CONTENTSCONTENTSCONTENTSCONTENTS

APPROVEDAPPROVEDAPPROVEDAPPROVED

TITLETITLETITLETITLE

DATEDATEDATEDATE

SCALESCALESCALESCALE

SHEETSHEETSHEETSHEET OFOFOFOF

SPEC. NO.SPEC. NO.SPEC. NO.SPEC. NO.

INDEX NO.INDEX NO.INDEX NO.INDEX NO.

PROJ. NO.PROJ. NO.PROJ. NO.PROJ. NO. DRAWING NO.DRAWING NO.DRAWING NO.DRAWING NO. FILE NO.FILE NO.FILE NO.FILE NO.

96/CEG/CEN96/CEG/CEN96/CEG/CEN96/CEG/CEN

APPROVEDAPPROVEDAPPROVEDAPPROVED

DEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEER

APPROVEDAPPROVEDAPPROVEDAPPROVED

PROGRAM MANAGERPROGRAM MANAGERPROGRAM MANAGERPROGRAM MANAGER

APPROVEDAPPROVEDAPPROVEDAPPROVED

FIRE PREVENTIONFIRE PREVENTIONFIRE PREVENTIONFIRE PREVENTION

APPROVEDAPPROVEDAPPROVEDAPPROVED

SAFETY REPRESENTATIVESAFETY REPRESENTATIVESAFETY REPRESENTATIVESAFETY REPRESENTATIVE

APPROVEDAPPROVEDAPPROVEDAPPROVED

DIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICE

APPROVEDAPPROVEDAPPROVEDAPPROVED

USING AGENCYUSING AGENCYUSING AGENCYUSING AGENCY

APPROVEDAPPROVEDAPPROVEDAPPROVED

COMMUNICATIONSCOMMUNICATIONSCOMMUNICATIONSCOMMUNICATIONS

APPROVEDAPPROVEDAPPROVEDAPPROVED

OPERATIONS ENGINEERINGOPERATIONS ENGINEERINGOPERATIONS ENGINEERINGOPERATIONS ENGINEERING

APPROVEDAPPROVEDAPPROVEDAPPROVED

ENVIRONMENTALENVIRONMENTALENVIRONMENTALENVIRONMENTAL

91919191

APPROVEDAPPROVEDAPPROVEDAPPROVED

SECURITY FORCESSECURITY FORCESSECURITY FORCESSECURITY FORCES

APPROVEDAPPROVEDAPPROVEDAPPROVED

ASUSASUSASUSASUS

APPROVEDAPPROVEDAPPROVEDAPPROVED

CHELCOCHELCOCHELCOCHELCO

FTFA20CB73FTFA20CB73FTFA20CB73FTFA20CB73

RENOVATE SQUADRONRENOVATE SQUADRONRENOVATE SQUADRONRENOVATE SQUADRON

OPERATIONS AREA JSFOPERATIONS AREA JSFOPERATIONS AREA JSFOPERATIONS AREA JSF

HANGAR B1412HANGAR B1412HANGAR B1412HANGAR B1412

1/26/20211/26/20211/26/20211/26/2021

SSSS----001001001001

GENERAL NOTES & WIND LOAD DIAGRAMSGENERAL NOTES & WIND LOAD DIAGRAMSGENERAL NOTES & WIND LOAD DIAGRAMSGENERAL NOTES & WIND LOAD DIAGRAMS

KLMKLMKLMKLM

BJBBJBBJBBJB

1/26/211/26/211/26/211/26/21

420AH 93934

A

13.2 14 14.2 15 16 17 18 19 19.8 20 21

A.5 A.6

A.9

B

S-2013

S-201

S-201

S-201

6' - 4"

EDGE/NEW DOOR FRAME

6' - 4"

FIELD VERIFY

+/- 13' - 4"

EDGE/NEW DOOR FRAME

12' - 8"

FIELD VERIFY

+/- 12' - 0"

498499501502 496 495

S-301

NEW STEEL-FRAMED CANOPY ABOVE

SEE DETAILS, SHEET S-302

S-302

S-201

(2) SLAB MOUNTED PAINTED

STEEL BOLLARD WITH CONCRETE

FILL; REFER TO ARCH. FOR LAYOUT.

EDGE/NEW &

EXIST. DOOR FRAMES

REFER TO DETAILS REQUIRED FOR

SLOT DIMENSIONS AT FULL GROUT

FILLED CMU.

A

13.2 14 14.2 15 16 17 18 19 19.8 20 21

A.5 A.6

A.9

B

S-2013

S-201

S-201

S-201

EDGE/NEW &

EXIST. DOOR FRAMES

13' - 4"

EDGE/NEW DOOR OPENING

13' - 4"

12' - 0"

498499501502 496 495

EXISTING CANOPY ABOVE

TO BE DEMOLISHED

S-201

SEE ARCH. FOR DEMOLITION

OF VAULT

FULL GROUT-FILLED CMU

EXISTING BRACING IN WALL

TO REMAIN; DOOR LOCATION DESIGNED

TO MISS EXISTING BRACING.

D

EU

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ADIOLF R

STATE OF

No. 54319

ET

ACFIT

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REVISIONREVISIONREVISIONREVISION DATEDATEDATEDATE DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION BYBYBYBY APPR'DAPPR'DAPPR'DAPPR'D

BASE CIVIL ENGINEERBASE CIVIL ENGINEERBASE CIVIL ENGINEERBASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDA

DATEDATEDATEDATE

SIGNATURESIGNATURESIGNATURESIGNATURE

APPROVEDAPPROVEDAPPROVEDAPPROVED

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CONTENTSCONTENTSCONTENTSCONTENTS

APPROVEDAPPROVEDAPPROVEDAPPROVED

TITLETITLETITLETITLE

DATEDATEDATEDATE

SCALESCALESCALESCALE

SHEETSHEETSHEETSHEET OFOFOFOF

SPEC. NO.SPEC. NO.SPEC. NO.SPEC. NO.

INDEX NO.INDEX NO.INDEX NO.INDEX NO.

PROJ. NO.PROJ. NO.PROJ. NO.PROJ. NO. DRAWING NO.DRAWING NO.DRAWING NO.DRAWING NO. FILE NO.FILE NO.FILE NO.FILE NO.

96/CEG/CEN96/CEG/CEN96/CEG/CEN96/CEG/CEN

APPROVEDAPPROVEDAPPROVEDAPPROVED

DEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEER

APPROVEDAPPROVEDAPPROVEDAPPROVED

PROGRAM MANAGERPROGRAM MANAGERPROGRAM MANAGERPROGRAM MANAGER

APPROVEDAPPROVEDAPPROVEDAPPROVED

FIRE PREVENTIONFIRE PREVENTIONFIRE PREVENTIONFIRE PREVENTION

APPROVEDAPPROVEDAPPROVEDAPPROVED

SAFETY REPRESENTATIVESAFETY REPRESENTATIVESAFETY REPRESENTATIVESAFETY REPRESENTATIVE

APPROVEDAPPROVEDAPPROVEDAPPROVED

DIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICE

APPROVEDAPPROVEDAPPROVEDAPPROVED

USING AGENCYUSING AGENCYUSING AGENCYUSING AGENCY

APPROVEDAPPROVEDAPPROVEDAPPROVED

COMMUNICATIONSCOMMUNICATIONSCOMMUNICATIONSCOMMUNICATIONS

APPROVEDAPPROVEDAPPROVEDAPPROVED

OPERATIONS ENGINEERINGOPERATIONS ENGINEERINGOPERATIONS ENGINEERINGOPERATIONS ENGINEERING

APPROVEDAPPROVEDAPPROVEDAPPROVED

ENVIRONMENTALENVIRONMENTALENVIRONMENTALENVIRONMENTAL

91919191

APPROVEDAPPROVEDAPPROVEDAPPROVED

SECURITY FORCESSECURITY FORCESSECURITY FORCESSECURITY FORCES

APPROVEDAPPROVEDAPPROVEDAPPROVED

ASUSASUSASUSASUS

APPROVEDAPPROVEDAPPROVEDAPPROVED

CHELCOCHELCOCHELCOCHELCO

FTFA20CB73FTFA20CB73FTFA20CB73FTFA20CB73

RENOVATE SQUADRONRENOVATE SQUADRONRENOVATE SQUADRONRENOVATE SQUADRON

OPERATIONS AREA JSFOPERATIONS AREA JSFOPERATIONS AREA JSFOPERATIONS AREA JSF

HANGAR B1412HANGAR B1412HANGAR B1412HANGAR B1412

1/26/20211/26/20211/26/20211/26/2021

SSSS----101101101101

PARTIAL FLOOR PLANPARTIAL FLOOR PLANPARTIAL FLOOR PLANPARTIAL FLOOR PLAN

KLMKLMKLMKLM

BJBBJBBJBBJB

1/26/211/26/211/26/211/26/21

1/8" = 1'-0"S-101

2 PARTIAL FLOOR PLAN - NEW WORK

KEY PLAN

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"S-101

1 PARTIAL FLOOR PLAN - DEMO

520AH

PLAN

NORTH

PLAN

93935

17 18 19 19.8 20

J

H

G

F

E.5

18.4

W

X

W

X

O P

E R

A B

LE

P

A R

T

IT

IO

N

S U

P P

O R

T B

E A

M

O P

E R

A B

LE

P

A R

T

IT

IO

N

S U

P P

O R

T B

E A

M

S-302

S-302

432431428427

F

IE

LD

V

E R

IF

Y

S-302

Sim

S-302

Sim

BRACING ANGLE AND

JOIST REINF.; SEE DETAIL

BRACING ANGLE AND

JOIST REINF.; SEE DETAIL

D

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REENIGNED

EPH ER

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SIUOL

ADIOLF R

STATE OF

No. 54319

ET

ACFIT

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REVISIONREVISIONREVISIONREVISION DATEDATEDATEDATE DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION BYBYBYBY APPR'DAPPR'DAPPR'DAPPR'D

BASE CIVIL ENGINEERBASE CIVIL ENGINEERBASE CIVIL ENGINEERBASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDA

DATEDATEDATEDATE

SIGNATURESIGNATURESIGNATURESIGNATURE

APPROVEDAPPROVEDAPPROVEDAPPROVED

CENMCENMCENMCENM

DRAWN BYDRAWN BYDRAWN BYDRAWN BY

PROJ. ENGR.PROJ. ENGR.PROJ. ENGR.PROJ. ENGR.

CONTENTSCONTENTSCONTENTSCONTENTS

APPROVEDAPPROVEDAPPROVEDAPPROVED

TITLETITLETITLETITLE

DATEDATEDATEDATE

SCALESCALESCALESCALE

SHEETSHEETSHEETSHEET OFOFOFOF

SPEC. NO.SPEC. NO.SPEC. NO.SPEC. NO.

INDEX NO.INDEX NO.INDEX NO.INDEX NO.

PROJ. NO.PROJ. NO.PROJ. NO.PROJ. NO. DRAWING NO.DRAWING NO.DRAWING NO.DRAWING NO. FILE NO.FILE NO.FILE NO.FILE NO.

96/CEG/CEN96/CEG/CEN96/CEG/CEN96/CEG/CEN

APPROVEDAPPROVEDAPPROVEDAPPROVED

DEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEER

APPROVEDAPPROVEDAPPROVEDAPPROVED

PROGRAM MANAGERPROGRAM MANAGERPROGRAM MANAGERPROGRAM MANAGER

APPROVEDAPPROVEDAPPROVEDAPPROVED

FIRE PREVENTIONFIRE PREVENTIONFIRE PREVENTIONFIRE PREVENTION

APPROVEDAPPROVEDAPPROVEDAPPROVED

SAFETY REPRESENTATIVESAFETY REPRESENTATIVESAFETY REPRESENTATIVESAFETY REPRESENTATIVE

APPROVEDAPPROVEDAPPROVEDAPPROVED

DIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICE

APPROVEDAPPROVEDAPPROVEDAPPROVED

USING AGENCYUSING AGENCYUSING AGENCYUSING AGENCY

APPROVEDAPPROVEDAPPROVEDAPPROVED

COMMUNICATIONSCOMMUNICATIONSCOMMUNICATIONSCOMMUNICATIONS

APPROVEDAPPROVEDAPPROVEDAPPROVED

OPERATIONS ENGINEERINGOPERATIONS ENGINEERINGOPERATIONS ENGINEERINGOPERATIONS ENGINEERING

APPROVEDAPPROVEDAPPROVEDAPPROVED

ENVIRONMENTALENVIRONMENTALENVIRONMENTALENVIRONMENTAL

91919191

APPROVEDAPPROVEDAPPROVEDAPPROVED

SECURITY FORCESSECURITY FORCESSECURITY FORCESSECURITY FORCES

APPROVEDAPPROVEDAPPROVEDAPPROVED

ASUSASUSASUSASUS

APPROVEDAPPROVEDAPPROVEDAPPROVED

CHELCOCHELCOCHELCOCHELCO

FTFA20CB73FTFA20CB73FTFA20CB73FTFA20CB73

RENOVATE SQUADRONRENOVATE SQUADRONRENOVATE SQUADRONRENOVATE SQUADRON

OPERATIONS AREA JSFOPERATIONS AREA JSFOPERATIONS AREA JSFOPERATIONS AREA JSF

HANGAR B1412HANGAR B1412HANGAR B1412HANGAR B1412

1/26/20211/26/20211/26/20211/26/2021

SSSS----102102102102

PARTIAL ROOF FRAMING PLANPARTIAL ROOF FRAMING PLANPARTIAL ROOF FRAMING PLANPARTIAL ROOF FRAMING PLAN

KLMKLMKLMKLM

BJBBJBBJBBJB

1/26/211/26/211/26/211/26/21 1/8" = 1'-0"S-102

PARTIAL FLOOR PLAN - NEW WORK OPERABLE

PARTITION

KEY PLAN

620AH

PLAN

NORTH

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

93936

SLAB ON GRADE

0"

NEW

OPENING

8" 6'-4" VERIFY W/ ARCH. 8"

7' - 8"

7'

V E

R

IF

Y W

/ A R

C H

EXISTING 8" CMU

WALL W/ VENEER

AT EXTERIOR FACE,

REMOVE AND REPLACE BRICK

VENEER AS REQUIRED TO INSTALL

NEW BRICK LINTEL AND FLASHING

AT EXTERIOR FACE, PROVIDE

BENT PLATE WITH BOLTS TO

HEADER; REFER TO 7/S-201

REFER TO SHEET S-301 FOR

SEQUENCING OF OPENING

MODIFICATION DETAILS

EXISTING WALL IS FULLY GROUT-

FILLED AT THIS LOCATION

S-201

Sim

CUT OPENINGS TO GROUT

FILL BLOCK AFTER REINF. HAS BEEN

INSTALLED AND INSPECTED.

CMU SUPPORT

BEAM BEYOND;

FIELD LOCATE

#6x3'-6" DOWELS;

DRILL AND EPOXY 8"

INTO EXISTING GROUT

FILLED BOND BEAM

#6x3'-6" DOWELS;

DRILL AND EPOXY 8"

INTO EXISTING

CONCRETE STEMWALL

#6 VERT. REINF. BAR CUT

INTO EXISTING CMU WALL

AND GROUT FILLED

EXTEND

REINFORCING TO

CENTERLINE OF

INTERIOR STEEL

BEAM WALL SUPPORT

AT APPROX. 12'-8"

EXISTING CONCRETE

STEMWALL

S-301

Sim

INFILL CMU;

REFER TO 1/S-301

SLAB ON GRADE

0"

NEW

OPENING

EXISTING

OPENING

EXISTING VENEER AND

EXTERIOR SYSTEM TO BE

REMOVED AND REPLACED

AS REQUIRED TO INSTALL

REQUIRED REINFORCING.

2' - 0" 12' - 0" VERIFY W/ ARCH.

+/- 16' - 0" O/O VENEER DEMO REQ'D

E X

IS

T

IN

G

O P

E N

IN

G

(F

IE

LD

V

E R

IF

Y

V E

R

IF

Y W

/ A R

C H

EXTENT OF FINISHED OPENING

(FIELD VERIFY)

EXIST. OPENING

3' - 4"

REMOVE AND REPLACE BRICK

VENEER AS REQUIRED TO INSTALL

NEW BRICK LINTEL,FLASHING AND REINF.

AT EXTERIOR FACE, PROVIDE

BENT PLATE WITH BOLTS TO

HEADER; REFER TO 7/S-201

BEAM BEYOND @12'-0" AFF

S-301

2' - 0"

S-201

EXISTING WALL

BEYOND

EXISTING COLUMN

BEYOND

SLAB ON GRADE

0"

7'

V E

R

IF

Y W

/ A R

C H

EXENT OF FINISHED OPENING

NEW

OPENING

EXISTING 8" CMU

WALL W/ VENEER

REFER TO SHEET S-301 FOR

SEQUENCING OF OPENING

MODIFICATION DETAILS

CUT OPENINGS TO GROUT

FILL BLOCK AFTER REINF. HAS BEEN

INSTALLED AND INSPECTED.

EXISTING CONCRETE

BOND BEAM

#6x3'-6" DOWELS;

DRILL AND EPOXY 8"

INTO EXISTING BEAM

#6x3'-6" DOWELS;

DRILL AND EPOXY 8"

INTO EXISTING

CONCRETE STEMWALL

#6 VERT. REINF. BAR CUT

INTO EXISTING CMU WALL

AND GROUT FILLED

EXISTING CONCRETE

STEMWALL

7' - 8" O/O DEMO

8" 6' - 4" CLR. OPENING 8"

EXISTING CONCRETE

STEMWALL TO REMAIN;

GRIND SMOOTH TO MATCH

ADJACENT FLOORS.

11'-4"

FIELD VERIFY (F.V.)

INFILL CMU;

REFER TO 1/S-301

SLAB ON GRADE

0"

EXIST.

OPENING

8"6' - 4" VERIFY W/ ARCH.

7' - 0" O/O DEMO

7'

V E

R

IF

Y W

/ A R

C H

EXTENT OF FINISHED OPENING

EXIST. JAMB REINF.

EXISTING GROUT-FILLED & REINF.

CELL. IF CELLS ARE NOT GROUT-FILLED

AND/OR REINFORCED, CONTRACTOR

SHALL PROVIDE DETAILS SIMILAR TO

UNFILLED JAMB DETAILS, INCLUDING

GROUT FILLING & REINFORCING

AS SHOWN IN THESE DRAWINGS

NEW

OPENING

EXISTING 8" CMU

WALL W/ VENEER

REFER TO SHEET S-301 FOR

SEQUENCING OF OPENING

MODIFICATION DETAILS

CUT OPENINGS TO GROUT

FILL BLOCK AFTER REINF. HAS BEEN

INSTALLED AND INSPECTED.

EXISTING CONCRETE

BOND BEAM FOR EXISTING

STEEL BEAM SUPPORT

#6x3'-6" DOWELS;

DRILL AND EPOXY 8"

INTO EXISTING BOND BEAM

#6x3'-6" DOWELS;

DRILL AND EPOXY 8"

INTO EXISTING

CONCRETE STEMWALL

#6 VERT. REINF. BAR CUT

INTO EXISTING CMU WALL

AND GROUT FILLED

FIELD VERIFY (F.V.)

+/- 9'-4"

B/EXISTING BOND BEAM

W-SHAPE WALL SUPPORT

BEAM BEYOND

INFILL CMU;

REFER TO 1/S-301

EXISTING CONCRETE

STEMWALL TO REMAIN;

GRIND SMOOTH TO MATCH

ADJACENT FLOORS.

EXISTING CONCRETE

STEMWALL

SLAB ON GRADE

0"

S-301

NEW

OPENING

CONC. JAMB W/GALV. CHANNEL;

REFER TO DETAIL

CUT OPENINGS TO GROUT

FILL BLOCK AFTER REINF. HAS BEEN

INSTALLED AND INSPECTED.

CONT. GROUT FILLED BOND

BEAM AND STEEL BEAM

BEYOND.

CONCRETE SLAB INFILL;

REFER TO DETAIL

2' - 0"

#7x4'-0" DOWELS;

DRILL AND EPOXY 8"

INTO EXISTING GROUT

FILLED BOND BEAM

#7x4'-0" DOWELS;

DRILL AND EPOXY 8"

INTO EXISTING GROUT

CONC. STEMWALL

#7 VERT. REINF. BAR CUT

INTO EXISTING CMU WALL

AND GROUT FILLED

#7x4'-0" DOWELS TOP

AND BOTTOM; DRILL AND EPOXY

8" INTO EXISTING NEWLY GROUT

FILLED AND REINFORCED HEADER BEAM

AND SLAB BELOW.

S-201

S-201

S-201

REFER TO SHEET S-301 FOR

SEQUENCING OF OPENING

MODIFICATION DETAILS

EXISTING CONCRETE

STEMWALL

1/

2"

3"

1/

2"

HOT DIP GALV. C8x11.5 W/

(2) 1/2"x6" HEADED SHEAR STUDS

MECHANICALLY WELDED AT

1'-4" O.C. MAX SPACING

#7 VERTICAL IN CENTER OF

CONC. FILL.

#3x1'-0" SINGLE

LEG TIE EPOXIED INTO

CMU WALL 6" LOCATED

AT 1'-4" O.C. VERTICALLY

CUT-IN VERTICAL REINF

AND GROUT FILL, SEE ELEVATION

1/

2"

F.V.

7 1/2"

HOLD

1/2"

8"

2"

CONT. HOT DIP GALV. 5/16" BENT P

x LENGTH OF OPENING +

4" BEARING EACH SIDE AT 6'-4" OPENINGS

8" BEARING EACH SIDE AT 12'-0" OPENINGS

L

5/8"Ø STAINLESS STEEL

THREADED RODS EPOXIED 5 3/4" INTO

GROUT-FILL HEADER @2'-0" O.C. PROVIDE S.S.

NUT AND WASHER

CONTRACTOR SHALL PROVIDE

SMOOTH FACE AT HEAD.

EXISTING CMU WALL

SUPPORT BEAM TO REMAIN

EXISTING VERTICAL REINFORCING TO

REMAIN WHERE FOUND; CHIP CAREFULLY

AROUND REINFORCING BARS IN GROUTED CELLS

1/

2"

1/

2"

GROUT FILL

REMOVE AND REPLACE VENEER AS REQUIRED TO

INSTALL FLASHING AND LINTEL; REFER TO ARCH.

FOR ADDITIONAL DETAILS.

D

EU

SOJ

R

EG ISTERE

REENIGNED

EPH ER

IL

SIUOL

ADIOLF R

STATE OF

No. 54319

ET

ACFIT

C

RE

I

REVISIONREVISIONREVISIONREVISION DATEDATEDATEDATE DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION BYBYBYBY APPR'DAPPR'DAPPR'DAPPR'D

BASE CIVIL ENGINEERBASE CIVIL ENGINEERBASE CIVIL ENGINEERBASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDA

DATEDATEDATEDATE

SIGNATURESIGNATURESIGNATURESIGNATURE

APPROVEDAPPROVEDAPPROVEDAPPROVED

CENMCENMCENMCENM

DRAWN BYDRAWN BYDRAWN BYDRAWN BY

PROJ. ENGR.PROJ. ENGR.PROJ. ENGR.PROJ. ENGR.

CONTENTSCONTENTSCONTENTSCONTENTS

APPROVEDAPPROVEDAPPROVEDAPPROVED

TITLETITLETITLETITLE

DATEDATEDATEDATE

SCALESCALESCALESCALE

SHEETSHEETSHEETSHEET OFOFOFOF

SPEC. NO.SPEC. NO.SPEC. NO.SPEC. NO.

INDEX NO.INDEX NO.INDEX NO.INDEX NO.

PROJ. NO.PROJ. NO.PROJ. NO.PROJ. NO. DRAWING NO.DRAWING NO.DRAWING NO.DRAWING NO. FILE NO.FILE NO.FILE NO.FILE NO.

96/CEG/CEN96/CEG/CEN96/CEG/CEN96/CEG/CEN

APPROVEDAPPROVEDAPPROVEDAPPROVED

DEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEER

APPROVEDAPPROVEDAPPROVEDAPPROVED

PROGRAM MANAGERPROGRAM MANAGERPROGRAM MANAGERPROGRAM MANAGER

APPROVEDAPPROVEDAPPROVEDAPPROVED

FIRE PREVENTIONFIRE PREVENTIONFIRE PREVENTIONFIRE PREVENTION

APPROVEDAPPROVEDAPPROVEDAPPROVED

SAFETY REPRESENTATIVESAFETY REPRESENTATIVESAFETY REPRESENTATIVESAFETY REPRESENTATIVE

APPROVEDAPPROVEDAPPROVEDAPPROVED

DIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICE

APPROVEDAPPROVEDAPPROVEDAPPROVED

USING AGENCYUSING AGENCYUSING AGENCYUSING AGENCY

APPROVEDAPPROVEDAPPROVEDAPPROVED

COMMUNICATIONSCOMMUNICATIONSCOMMUNICATIONSCOMMUNICATIONS

APPROVEDAPPROVEDAPPROVEDAPPROVED

OPERATIONS ENGINEERINGOPERATIONS ENGINEERINGOPERATIONS ENGINEERINGOPERATIONS ENGINEERING

APPROVEDAPPROVEDAPPROVEDAPPROVED

ENVIRONMENTALENVIRONMENTALENVIRONMENTALENVIRONMENTAL

91919191

APPROVEDAPPROVEDAPPROVEDAPPROVED

SECURITY FORCESSECURITY FORCESSECURITY FORCESSECURITY FORCES

APPROVEDAPPROVEDAPPROVEDAPPROVED

ASUSASUSASUSASUS

APPROVEDAPPROVEDAPPROVEDAPPROVED

CHELCOCHELCOCHELCOCHELCO

FTFA20CB73FTFA20CB73FTFA20CB73FTFA20CB73

RENOVATE SQUADRONRENOVATE SQUADRONRENOVATE SQUADRONRENOVATE SQUADRON

OPERATIONS AREA JSFOPERATIONS AREA JSFOPERATIONS AREA JSFOPERATIONS AREA JSF

HANGAR B1412HANGAR B1412HANGAR B1412HANGAR B1412

1/26/20211/26/20211/26/20211/26/2021

SSSS----201201201201

WALL OPENING ELEVATIONSWALL OPENING ELEVATIONSWALL OPENING ELEVATIONSWALL OPENING ELEVATIONS

KLMKLMKLMKLM

BJBBJBBJBBJB

1/26/211/26/211/26/211/26/21

1/2" = 1'-0"S-201

1 WALL OPENING 1 (REINF. DIAGRAM) 1/2" = 1'-0"S-201

2 WALL OPENING 2 (NORTH ELEVATION)

1/2" = 1'-0"S-201

3 WALL OPENING 3 (EAST ELEVATION)

1/2" = 1'-0"S-201

4 WALL OPENING 4 (NORTH ELEVATION)

720AH

1/2" = 1'-0"S-201

5 WALL OPENING 2 (REINFORCING DIAGRAM)

1" = 1'-0"S-201

6 CHANNEL/CONC. JAMB DETAIL

1" = 1'-0"S-201

7 TYPICAL OPENING HEAD DETAIL

INSTALL NEW CMU REINFORCING IN WALLS FROM THE INTERIOR FACE AT THIS LOCATION

INSTALL NEW CMU REINFORCING IN WALLS FROM THE EXTERIOR FACE AT THIS LOCATION

COORDINATE WITH THE CONTRACTING OFFICER WHICH FACE TO CUT IN REINF.

AT THIS LOCATION.

INSTALL NEW CMU REINFORCING IN WALLS FROM THE INTERIOR FACE AT THIS LOCATION

0 1' 2' 4'

SCALE 1/2":1'-0"

6"

0 6" 1' 2'

SCALE 1":1'-0"

3"

93937

(1) #5 T&B

LINTEL REINF.

STEP 1

INSTALL OPENING REINFORCING

REFER TO S-201 FOR SIZES AND LOCATIONS

WALL OPENING; TYP.

EXTEND 24" BEYOND

A

A

SECTION A-A

0'-0"

FINISH FLOOR

0'-0"

FINISH FLOOR

EXISTING 8x8x16 OR 8x12x16 CMU TO

REMAIN; SAWCUT HORIZONTAL

SLOTS IN (2) CMU COURSES, INSERT

#5 REBAR INTO CUT COURSES,

INSERT PAPER GROUT PLUGS AND

GROUT SOLID COURSES. EXTEND

REBAR AND GROUT 24" EACH SIDE

OF NEW OPENING.

EXISTING CMU

SECTION B-B

0'-0"

FINISH FLOOR

AFTER GROUT CURES,

SAWCUT AND REMOVE

CMU BELOW LINTEL &

BETWEEN JAMBS.

EXISTING CMU

CUT SLOT IN CMU TO INSERT "N" JAMB

REINF. IN CENTER OF CELL AND GROUT

SOLID TYP. EACH SIDE OF OPENING

B

B

STEP 3

INSTALL JAMB BLOCKS AND REINFORCING;

REFER TO S-201 FOR SIZES AND LOCATIONS

DRILL & EPOXY; REFER

TO S-201

0'-0"

FINISH FLOOR

0'-0"

FINISH FLOOR

CC

SAWCUT

OPENING

SECTION C-C

TYP., U.N.O.

DRILL & EPOXY;

REFER TO S-201

ADD'L JAMB REINF.

CENTERED IN GROUT

FILLED CELLS.

STEP 2

DEMO WALL OPENING

LEAVE 4" SLOT

TO POUR

FINAL OPENING

DIMENSION "W" SEE ARCH.

F

IN

A L

O P

E N

IN

G

D

IM

E N

S

IO

N S

E E

A R

C H

FINAL OPENING

DIMENSION +16"**

F

IN

A L

O P

E N

IN

G

D

IM

E N

S

IO

N S

E E

A R

C H

FINAL OPENING

DIMENSION

F

IN

A L

O P

E N

IN

G

D

IM

E N

S

IO

N S

E E

A R

C H

8" ** 8" **

GROUT

PLUG

GROUT

PLUG

TOP OF NEW

OPENING

8"

EXISTING CMU

TOP OF NEW

OPENING

SILL REINF. DETAILS; REFER

TO S-201

VERTICAL REBAR

@ JAMB (CENTERED

IN WALL AT JAMB

BEYOND)

OPENING

WIDTH "W"

NUMBER OF

BARS "N"

WIDTH OF

JAMB "J"

0' TO 6'-4" 1#6 8"

12'-0"

"J" "J"

REFER TO DETAIL BELOW FOR

CLEAR DIMENSION REQUIREMENTS

IF EXISTING CELLS ARE FOUND

TO BE GROUT FILLED.

EXISTING STEEL GIRT

DETERMINE LOCATION IN FIELD

DRILL & EPOXY DOWEL INTO

EXISTING BOND BEAM. IF NO

BOND BEAM IS ENCOUNTERED,

EXTEND TO 14'-0" A.F.F. MINIMUM

IF GROUT-FILLED

CELLS ARE ENCOUNTERED

4" MIN.

6"

MINIMUM SLOT DIMENSIONS IF

CELLS ARE FOUND TO

BE GROUT-FILLED

PROVIDE MANUFACTURED

BULLNOSE CORNERS

1/

2"

1/ 2"

1#7 8"

8"

PROVIDE CLEAN AND SMOOTH

HEAD CONDITION.

WHERE GROUT FILLED AND

REINF. CELLS ARE

ENCOUNTERED DURING

CUTTING OF SLOTS, CAREFULLY

CHIP AROUND EXISTING

REINFORCING TO PROVIDE

SLOTS, DO NOT CUT REINF.

** REFER 4/S-201 WHERE EXISTING JAMB

REINFORCING IS TO REMAIN. DO NOT

OVERCUT EXISTING JAMB SIDE OF

OPENING AT THIS LOCATION.

#3x1'-0" SINGLE

LEG TIE EPOXIED INTO

CMU WALL 6" LOCATED

AT 1'-4" O.C. VERTICALLY

CENTER VERTICAL IN GROUTED

CELLS; TYPICAL

REFER TO S-201 WHERE

STEMWALL DEMO IS REQ'D

REFER TO S-201 FOR ADD'L DETAILS

EXISTING EXTERIOR

CONCRETE SLAB

NEW ROLL-UP DOOR

(SEE ARCH.)

EXISTING CONCRETE

STEMWALL

F .V

5"

F.V.

1' - 4 1/2"

NEW CONCRETE THRESHOLD

@ NEW DOOR; SLOPE SILL TO MATCH

EXISTING ELEVATIONS

CLR.

2"

C

LR

2"

CLEAN SURFACE & APPLY BOND BREAKER

DRILL & EPOXY

#4 CONT.

DEMO EXIST. CONC.

DO NOT CUT REINF.

EXIST. REINF. TO REMAIN

8 1/2"

#3 @12"

CLR.

2 1/2"

6"

12"

0" N

T S

1/2" MINIMUM (MATCH EXISTING) JOINT FILLER

WITH CAULK JOINT.

3/4"x10" SMOOTH DOWELS @1'-0" O.C.;

DRILL INTO EXISTING SLAB AND GREASE.

LOCATE IN CENTER OF SLAB.

SLOPE

D

EU

SOJ

R

EG ISTERE

REENIGNED

EPH ER

IL

SIUOL

ADIOLF R

STATE OF

No. 54319

ET

ACFIT

C

RE

I

REVISIONREVISIONREVISIONREVISION DATEDATEDATEDATE DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION BYBYBYBY APPR'DAPPR'DAPPR'DAPPR'D

BASE CIVIL ENGINEERBASE CIVIL ENGINEERBASE CIVIL ENGINEERBASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDA

DATEDATEDATEDATE

SIGNATURESIGNATURESIGNATURESIGNATURE

APPROVEDAPPROVEDAPPROVEDAPPROVED

CENMCENMCENMCENM

DRAWN BYDRAWN BYDRAWN BYDRAWN BY

PROJ. ENGR.PROJ. ENGR.PROJ. ENGR.PROJ. ENGR.

CONTENTSCONTENTSCONTENTSCONTENTS

APPROVEDAPPROVEDAPPROVEDAPPROVED

TITLETITLETITLETITLE

DATEDATEDATEDATE

SCALESCALESCALESCALE

SHEETSHEETSHEETSHEET OFOFOFOF

SPEC. NO.SPEC. NO.SPEC. NO.SPEC. NO.

INDEX NO.INDEX NO.INDEX NO.INDEX NO.

PROJ. NO.PROJ. NO.PROJ. NO.PROJ. NO. DRAWING NO.DRAWING NO.DRAWING NO.DRAWING NO. FILE NO.FILE NO.FILE NO.FILE NO.

96/CEG/CEN96/CEG/CEN96/CEG/CEN96/CEG/CEN

APPROVEDAPPROVEDAPPROVEDAPPROVED

DEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEER

APPROVEDAPPROVEDAPPROVEDAPPROVED

PROGRAM MANAGERPROGRAM MANAGERPROGRAM MANAGERPROGRAM MANAGER

APPROVEDAPPROVEDAPPROVEDAPPROVED

FIRE PREVENTIONFIRE PREVENTIONFIRE PREVENTIONFIRE PREVENTION

APPROVEDAPPROVEDAPPROVEDAPPROVED

SAFETY REPRESENTATIVESAFETY REPRESENTATIVESAFETY REPRESENTATIVESAFETY REPRESENTATIVE

APPROVEDAPPROVEDAPPROVEDAPPROVED

DIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICE

APPROVEDAPPROVEDAPPROVEDAPPROVED

USING AGENCYUSING AGENCYUSING AGENCYUSING AGENCY

APPROVEDAPPROVEDAPPROVEDAPPROVED

COMMUNICATIONSCOMMUNICATIONSCOMMUNICATIONSCOMMUNICATIONS

APPROVEDAPPROVEDAPPROVEDAPPROVED

OPERATIONS ENGINEERINGOPERATIONS ENGINEERINGOPERATIONS ENGINEERINGOPERATIONS ENGINEERING

APPROVEDAPPROVEDAPPROVEDAPPROVED

ENVIRONMENTALENVIRONMENTALENVIRONMENTALENVIRONMENTAL

91919191

APPROVEDAPPROVEDAPPROVEDAPPROVED

SECURITY FORCESSECURITY FORCESSECURITY FORCESSECURITY FORCES

APPROVEDAPPROVEDAPPROVEDAPPROVED

ASUSASUSASUSASUS

APPROVEDAPPROVEDAPPROVEDAPPROVED

CHELCOCHELCOCHELCOCHELCO

FTFA20CB73FTFA20CB73FTFA20CB73FTFA20CB73

RENOVATE SQUADRONRENOVATE SQUADRONRENOVATE SQUADRONRENOVATE SQUADRON

OPERATIONS AREA JSFOPERATIONS AREA JSFOPERATIONS AREA JSFOPERATIONS AREA JSF

HANGAR B1412HANGAR B1412HANGAR B1412HANGAR B1412

1/26/20211/26/20211/26/20211/26/2021

SSSS----301301301301

SECTIONS & DETAILSSECTIONS & DETAILSSECTIONS & DETAILSSECTIONS & DETAILS

KLMKLMKLMKLM

BJBBJBBJBBJB

1/26/211/26/211/26/211/26/21

3/4" = 1'-0"S-301

1 NEW OPENING IN CMU WALL

1" = 1'-0"S-301

2 SECTION @ OVERHEAD DOOR THRESHOLD

20AH

0 6" 1' 2'

SCALE 3/4":1'-0"

4'

0 6" 1' 2'

SCALE 1":1'-0"

3"

93938

H S

S x4 x1

/4

H A

N G

E R

H S

S 4x4x1/4" B R

A C

E

W-SHAPE PARTITION

BEAM; SEE PLAN

EX-W16X50

30.00°

S-302

11'-2" A.F.F.

3/8" GUSSET P (TYP.)L

3/8" GUSSET PL

3/16 4

TYP. (4)

SIDES

FABRICATOR COORDINATE

HOLES AS REQUIRED BY DOOR MFR.

FINAL SHOP DRAWINGS; TYPICAL

3/16

3/16

TYP.

TYP.

2" MIN.

G F

S-302

H

SS

x4 x1 /4

" B R

A C

E

L5x5x5/16" BRACING ANGLE

TO ADJACENT JOISTS

WITH 3/8"x6x6 GUSSET FOR

BRACE CONNECTION

L2x2x3/16" BRACING ANGLE

AND DIAGONAL STRUT TO

JOIST PANEL POINT.

CONTRACTOR COORDINATE FINAL HOLE LAYOUTS WITH OPERABLE WALL MFR.

W10X33

H S

S 4X

4X 1/

4 H S

S 4X

4X 1/

EXISTING 14 K

BAR JOISTS TO REMAIN

EXISTING ROOF

DECK; TO REMAIN

EX-W16X50

EX-W16X50

3/8" GUSSET P (TYP.)L

3/8" GUSSET PL

3/16 4

TYP.

3/8" GUSSET P (TYP.)L

30.00°

3/16

1/8 2

1/8 2

TYP.

3/16 4

3/16 4

TYP.

3/16 4

3/16 4

TYP.

A

1' - 6" * 1' - 6" **

* EXISTING DOOR OPENING TO

EDGE/EXISTING CANOPY. FIELD VERIFY.

** EXISTING DOOR OPENING TO

NEW END/CANOPY.

HSS16x4x5/16

C8x11.5

H S

S x2 x3

/1

EXISTING DOOR OPENING

S-302 S-201

DEMO EXISTING CANOPY FRAMING & DIAGONAL SUPPORTS

9' - 4" FIELD VERIFY

H S

S x2 x3

/1

L3 x3 x3 /1

L3 x3 x3 /1

L3x3x3/16

1 1/2" PIPE BRACE

TYP. (2) PLACES

P1/2" P1/2"L

L

ALL STEEL FRAMING & FASTENERS

SHALL BE HOT-DIPPED GALVANIZED, U.N.O.

CAP END & GRING

SMOOTH W/ 1/4"

PLATE (TYP.)

1.5 20 GA. VULCRAFT

METAL DECK OR EQUIV.

FASTEN TO SUPPORTS:

(2) #12 SCREWS @6" O.C.

FASTEN SIDELAPS:

#10 SCREWS @12" O.C.

HSS16x5

L3x3

HSS12x2 C8

P1/2"x3"L

3"

3/4"Ø THRU BOLT

3/16 3

3/16 3

1 1/2"Ø STANDARD PIPE

BRACE (SEE PLAN)

3/4"Ø THRU BOLT 5"

3"

TYP.

BRICK VENEER (E)

REMOVE & REPLACE BRICK VENEER

ONLY AS REQUIRED TO MAKE

CONNECTION (COORD. W/ ARCH.)

P1/2"x3"L

3/16

TYP.

HSS4x4x1/4

EXISTING REINFORCED BOND BEAM (FIELD

VERIFY LOCATION - NOTIFY STRUCTURAL

EOR IF NONE EXISTS)

P1/2"x6"x1'-0"L

1'

2" 2"

(2)3/4"Ø STAINLESS STEEL THREADED RODS

EPOXIED INTO GROUT-FILL CMU &

EMBED. 5 5/8" MINIMUM

CUT IN 2'-0"x2'-0" MIN. W/ 4" MIN.

GROUT EA. SIDE OF ANCHORS

3" 3"

4" 4"

6"

5'

/2

1'

1/

2"

1/ 2"

8"

4" 4"

1 1/2" 1 1/2"

P1/2"x8"x1'-2"L

(4)3/4"Ø STAINLESS STEEL

THREADED ROD EPOXIED

INTO GROUT FILLED CMU

EMBED MIN. 5 5/8"

3/16

S-302

4' - 8 3/8"

L4x3 1/2x3/8 W/

(2) 3/4"Ø BOLTS

SHOP WELD TO HSS

3 1/2"

METAL

DECK

3/16

TYP.

GRIND

SMOOTH 3/16

3 SIDES

3/16 2@12

TYP

3/16 3

3/16 3

HSS12x2

3" 4"

SLOTTED END

3/4"Ø THRU BOLT

P1/2"L

5"

HSS16x4

D

EU

SOJ

R

EG ISTERE

REENIGNED

EPH ER

IL

SIUOL

ADIOLF R

STATE OF

No. 54319

ET

ACFIT

C

RE

I

REVISIONREVISIONREVISIONREVISION DATEDATEDATEDATE DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION BYBYBYBY APPR'DAPPR'DAPPR'DAPPR'D

BASE CIVIL ENGINEERBASE CIVIL ENGINEERBASE CIVIL ENGINEERBASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDAEGLIN AIR FORCE BASE, FLORIDA

DATEDATEDATEDATE

SIGNATURESIGNATURESIGNATURESIGNATURE

APPROVEDAPPROVEDAPPROVEDAPPROVED

CENMCENMCENMCENM

DRAWN BYDRAWN BYDRAWN BYDRAWN BY

PROJ. ENGR.PROJ. ENGR.PROJ. ENGR.PROJ. ENGR.

CONTENTSCONTENTSCONTENTSCONTENTS

APPROVEDAPPROVEDAPPROVEDAPPROVED

TITLETITLETITLETITLE

DATEDATEDATEDATE

SCALESCALESCALESCALE

SHEETSHEETSHEETSHEET OFOFOFOF

SPEC. NO.SPEC. NO.SPEC. NO.SPEC. NO.

INDEX NO.INDEX NO.INDEX NO.INDEX NO.

PROJ. NO.PROJ. NO.PROJ. NO.PROJ. NO. DRAWING NO.DRAWING NO.DRAWING NO.DRAWING NO. FILE NO.FILE NO.FILE NO.FILE NO.

96/CEG/CEN96/CEG/CEN96/CEG/CEN96/CEG/CEN

APPROVEDAPPROVEDAPPROVEDAPPROVED

DEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEERDEPUTY BASE CIVIL ENGINEER

APPROVEDAPPROVEDAPPROVEDAPPROVED

PROGRAM MANAGERPROGRAM MANAGERPROGRAM MANAGERPROGRAM MANAGER

APPROVEDAPPROVEDAPPROVEDAPPROVED

FIRE PREVENTIONFIRE PREVENTIONFIRE PREVENTIONFIRE PREVENTION

APPROVEDAPPROVEDAPPROVEDAPPROVED

SAFETY REPRESENTATIVESAFETY REPRESENTATIVESAFETY REPRESENTATIVESAFETY REPRESENTATIVE

APPROVEDAPPROVEDAPPROVEDAPPROVED

DIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICEDIR. BASE. MED. SERVICE

APPROVEDAPPROVEDAPPROVEDAPPROVED

USING AGENCYUSING AGENCYUSING AGENCYUSING AGENCY

APPROVEDAPPROVEDAPPROVEDAPPROVED

COMMUNICATIONSCOMMUNICATIONSCOMMUNICATIONSCOMMUNICATIONS

APPROVEDAPPROVEDAPPROVEDAPPROVED

OPERATIONS ENGINEERINGOPERATIONS ENGINEERINGOPERATIONS ENGINEERINGOPERATIONS ENGINEERING

APPROVEDAPPROVEDAPPROVEDAPPROVED

ENVIRONMENTALENVIRONMENTALENVIRONMENTALENVIRONMENTAL

91919191

APPROVEDAPPROVEDAPPROVEDAPPROVED

SECURITY FORCESSECURITY FORCESSECURITY FORCESSECURITY FORCES

APPROVEDAPPROVEDAPPROVEDAPPROVED

ASUSASUSASUSASUS

APPROVEDAPPROVEDAPPROVEDAPPROVED

CHELCOCHELCOCHELCOCHELCO

FTFA20CB73FTFA20CB73FTFA20CB73FTFA20CB73

RENOVATE SQUADRONRENOVATE SQUADRONRENOVATE SQUADRONRENOVATE SQUADRON

OPERATIONS AREA JSFOPERATIONS AREA JSFOPERATIONS AREA JSFOPERATIONS AREA JSF

HANGAR B1412HANGAR B1412HANGAR B1412HANGAR B1412

1/26/20211/26/20211/26/20211/26/2021

SSSS----302302302302

SECTIONS & DETAILSSECTIONS & DETAILSSECTIONS & DETAILSSECTIONS & DETAILS

KLMKLMKLMKLM

BJBBJBBJBBJB

1/26/211/26/211/26/211/26/21

3/4" = 1'-0"S-302

1 SECTION THROUGH SUPPORT BEAM3/4" = 1'-0"S-302

2 PARTITION BEAM ELEVATION DETAIL

3/8" = 1'-0"S-302

3 DOOR CANOPY PLAN

3/4" = 1'-0"S-302

4 SECTION THRU CANOPY

20AH

1 1/2" = 1'-0"S-302

5 CANOPY CONNECTION DETAIL

0 6" 1' 2'

SCALE 3/4":1'-0"

4'

0 3" 6" 1'

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

2'

0 1' 2' 4'

SCALE 3/8":1'-0"

8'

93939

ABBREVIATIONS

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHOLORIDE

R RADIUS, RANGE, RISER

RCP REFLECTED CEILING PLAN

RD REINFORCING STEEL BARS REBAR

REF REFERENCE, REFRIGERATOR

REG REGISTER

REINF REINFORCE

RET RETURN

REV REVISION

RH RIGHT HAND

RM ROOM

ROW RIGHT OF WAY

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FOOT(FEET)

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TE TOP ELEVATION

TEL TELEPHONE

TOC TOP OF CONCRETE

TOS TOP OF SLAB, TOP OF STEEL

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VCT VINYL COMPOSITION TILE

VTR VENT THROUGH ROOF

W WASHER, WEST, WIDE

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WP WATERPROOFING

WSCT WAINSCOT

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT(URAL)

BD BOARD

BLDG BUILDING

BOT BOTTOM

BRG BEARING

BRG PL BEARING PLATE

BUR BUILT-UP ROOFING

CF/CI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CF/GI CONTRACTOR FURNISHED/

GOVERNMENT INSTALLED

CID COMPREHENSIVE INTERIOR

DESIGN PACKAGE

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT/CONTROL

JOINT

CL CENTER LINE, CLASS, CLOSE

CLG CEILING

CLR CLEAR, COLOR, COOLER

CMU CONCRETE MASONRY UNIT

CPT CARPET

COL COLUMN

CONC CONCRETE

CONT CONTINUE, CONTINUOUS

CONTR CONTRACT, CONTRACTOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

COTR CONTRACTING OFFICER

TECHNICAL REPRESENTATIVE

CU FT CUBIC FEET

CU YD CUBIC YARD

D DRYER

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWS EYE WASH STATION

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEVATION

FIN GR FINISH GRADE

FLR FLOOR

FP FIREPROOF

FT FEET, FOOT

FTG FOOTING

GA GAGE

GALV GALVANIZED IRON

GB GRAB BAR

GC GENERAL CONTRACTOR

GF/GI GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GF/CI GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

GL GLASS

GLZ GLAZING

GMS GALVANIZED METAL STUD

GYP BD GYPSUM BOARD

HB HOSE BIBB

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATING/AIR COND

IBC INTERNATIONAL BUILDING CODE

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

LAM LAMINATE

LAV LAVATORY

LH LEFT HAND

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MS MOP SINK

MT MOUNT

MTD MOUNTED

MTG MEETING

MTL METAL

MW MICROWAVE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON…