Attachment 01a - Drawings.pdf

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FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

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8 1234567

DRAWING NO

DESIGNED

REVIEWED BY

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03/18/2024

MGR: ENGINEERING - FORT WORTH

MC ALLEN

MFE-1405966-M011

ATCT

CAB WINDOW DEFOGGER DETAILS

TERMINAL

ENGINEERING SERVICES

ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA

N

T

IO

MILLER INTERNATIONAL AIRPORT

THIS DRAWING PRODUCED ON ASW REGION CAD SYSTEM

PROJECT ENGINEER

1405966

TX

24 VAC

LOADED TO AUTO POSITION

DRAIN SWITCH SPRING

SET 35

FREEZESTAT

SWITCH

TIME

5 MIN

RELAY

TIME DELAY

(TYPICAL)

4 PDT RELAY

S1

S2

S3

S4

S5

S6

S7

S8

S9

S10

S11

S12

SYSTEM MAIN VALVE

NO 2

NO 3

NO 4

NO 5

NO 6

NO 7

NO 8

NO 9

NO 10

NO 11

NO 12

VALVE

ISOLATION

NO.1

VALVE

DRAIN

NOT TO SCALE

CONTROL DIAGRAM

NOTES

8.

7.

6.

5.

4.

3.

2.

1. CONTROL WIRING TO SOLENOID VALVES ARE 22 AWG, 2-CONDUCTOR, SHIELDED, POWER-LIMITED

TRAY CABLE; "BELDEN" NO. 9322.

(ADJUSTABLE); "ALLIED" 819-1912.

MULTIPLE-POLE RELAYS ARE "ALLIED" 703-2010.

TIMER IS A SPRING RETURN TYPE WITH UP TO 5 MINUTE SELECTION AND WITHOUT "HOLD" POSITION;

"DAYTON" (GRAINGER) 6X545.

DRAIN SWITCH IS A MOMENTARY CONTACT TOGGLE TYPE WITH NORMALLY OPEN CONTACTS; "ALLIED"

757-9830.

WINDOW WASHDOWN SWITCHES ARE SPST, ON-OFF TOGGLE TYPE; "ALLIED" 757-4885 SWITCH WITH

757-2813 SWITCH PLATE.

TRANSFORMER IS "BARBER COLMAN" MODEL AE-203,120/24 VOLT, 170 VA CAPACITY, OR APPROVED EQUAL.

F; "BARBER COLMAN" TC-5131.64

FREEZESTAT IS AUTOMATIC RESET TYPE SET FOR 35

TIME DELAY RELAY IS AN "ON DELAY" TYPE WHICH SHALL BREAK THE CIRCUIT AFTER 5 MINUTES

5OFF SYSTEM TIMER

OFF ON

WINDOW

SE

NE

AUTO MANUAL

SW

NW

NO.12

NO.10

NO.11

NO.1

NO.3

NO.5

NO.7

NO.9

NO.8

NO.6

NO.4

NO.2

LEFT

N WINDOW

W WINDOW

S WINDOW

E WINDOW

RIGHT

E WINDOW

S WINDOW

W WINDOW

N WINDOW

2 1/4"1 1/4"

5 1/2"

CAB WINDOW DEFOGGER

2 3/4"

1/4" LETTERS

1/8" LETTERS

/8

CAB SWITCH PANEL

CAB WINDOW DEFOGGER OPERATION

FOR DRAINDOWN.

IN THE "MANUAL" POSITION. ALLOW APPROXIMATELY ONE (1) MINUTE

TIMER SWITCH IN THE "OFF" POSITION AND HOLDING THE DRAIN SWITCH

THE SYSTEM MAY ALSO BE MANUALLY DRAINED BY PLACING THE SYSTEM

WILL AUTOMATICALLY DRAIN THE SYSTEM PIPING TO PREVENT FREEZING.

A FREEZE PROTECTION CONTROL IS BUILT INTO THE SYSTEM WHICH

SWITCHES IN THE "OFF" POSITION.

WHEN ALL DESIRED WINDOWS HAVE BEEN CLEARED, PLACE ALL

ONLY ONE WINDOW AT A TIME SHOULD BE WASHED.

RETURN SWITCH TO "OFF" POSITION. FOR SUCCESSFUL OPERATION,

FROM "OFF" TO "ON" POSITION. WHEN WASHDOWN IS COMPLETED,

SELECT A WINDOW FOR WASHDOWN AND MOVE ITS WINDOW SWITCH

(1 TO 5 MINUTES). THIS OPENS SYSTEM MAIN VALVE.

TURN SYSTEM TIME KNOB CLOCKWISE TO SELECTED TIME INTERVAL1.

ALL SWITCH PANEL COMPONENTS ARE COMMERCIAL GRADE QUALITY.

IS ATTACHED TO THE BACK OF THE SWITCH PANEL MOUNTING PLATE.

(12 CONNECTION MINIMUM) IS MOUNTED IN A CONTROL BOX WHICH

24 VOLT TRANSFORMER, RELAYS, TIMER, WIRING AND TERMINAL STRIP

MOUNTED ON A 3/32" THICK ALUMINUM MOUNTING PLATE.

WOODGRAIN FINISH AND ENGRAVED LETTERING. FACE PLATE IS

PANEL FACE IS GENERAL GRADE LAMINATED PLASTIC WITH WALNUT

THE TOWER CHIEF.

SWITCH PANEL LOCATION IN TOWER CAB CONSOLE IS AS DIRECTED BY1.

3/4"x1/2" REDUCER ELBOW

3/4"x3/4"x1/2" TEE OR

THREADED REDUCER

1/2" SWEAT x 1/4" FEMALE

ADJUSTABLE BALL FITTING

STAMPED FLANGE TYPE

SPRAY NOZZLE

IMPACT WATER STREAM

WIDE ANGLE, FLAT, LOW

75 DEFLECTION

SPRAY NOZZLE DETAIL

SYSTEMS CO" OF WHEATON, ILLINOIS.

FITTING IS NO. 1/4x1/4 SS AND MANUFACTURED BY "SPRAYING

SPRAY NOZZLE IS MODEL NO. 1/4K27SS AND ADJUSTABLE BALL

WROUGHT COPPER FITTINGS MADE UP WITH 95/5 SOLDER.

ALL SYSTEM WATER PIPING IS HARD DRAWN TYPE L COPPER WITH

THEM OVER TO OWNER AT COMPLETION OF JOB.

CONTRACTOR PROVIDED SIX (6) SPARE SPRAY NOZZLES AND TURNED

1.

SS, TYPICAL

1 1/2"x1/8" TYPE 304

WELDED

WELDED BOTH SIDES

1/ 2"

AND BOTTOM

WELDED TOP

LENGTH AS NOTED

TUBE SECTION, 14 GA

2"x1" TYPE 304 SS

5/ 8"

1 1/2"

" 1 /4 " 45

SIDES

WELDED BOTH

PIPE HEADER SUPPORT BRACKET DETAIL

NOTE

COAT OF PAINT.

SPRAYED WITH A COAT OF PRIMER SUITABLE FOR THE FINISH

SURFACES OF THE SUPPORT BRACKET ARE SANDBLASTED AND THEN

AND FABRICATION OF THE SUPPORT BRACKET HAS TAKEN PLACE, ALL

WITH TYPE 304 STAINLESS STEEL FILLER ROD. AFTER THE WELDING

ALL WELDING OF THE SUPPORT BRACKET COMPONENTS ARE DONE

1"

PUMP AND TANK DETAIL

AND PUMP MOUNTING BRACKET.

DIAPHRAGM TYPE, VERTICAL MOUNTED WITH 36 GALLON CAPACITY

WATER TANK IS "GRAINGER" 16X847 TANK IS A PRECHARGED

PRESSURE SWITCH AND 1/2 HP MOTOR.

OF 40 PSIG. PUMP IS COMPLETE WITH PRESSURE GAGE,

PUMP CAPACITY IS 12 GPM WITH A DISCHARGE PRESSURE

PUMP IS "GRAINGER" 1D877 WITH EJECTOR.1.

POINT IS NOT INSULATED

WATER PIPING BEYOND THIS

SYSTEM MAIN VALVE

U5B

PRESS RED VALVE, "WATTS"

S-413

CHECK VALVE, "NIBCO"

PUMP

WATER TANK

TO CAB SWITCH PANEL

DRAIN VALVES

OR APPROVED EQUAL

"TORO" NO.216-26-04

SOLENOID VALVE, TYPICAL

STRAINER, "MUELLER" NO.11

FROM SOFT WATER SUPPLY

STOP (TYPICAL), "NIBCO" S-590-W

BALL VALVE WITH MEMORY

SINK ON SUBJUNCTION TWO

1" DRAIN LINE TO SERVICE

UNION (TYPICAL)

FINISHED FLOOR

1"OUTLET

SOFT WATER

1" INLET

HARD WATER

(TYPICAL)

BALL VALVE

UNIONS

BRINE TANK

ON SUBJUNCTION TWO

SERVICE SINK

EXTENDED INTO

CONTROL

AUTOMATIC

BACKWASH

TANK

SOFTENER

ELEVATION

WATER SOFTENER DETAIL

RECOMMENDATIONS.

BE OPERATED AND MAINTAINED IN COMPLIANCE WITH THE MANUFACTURER'S

PIPING AND SPRAY NOZZLES, IT IS IMPERATIVE THAT THE WATER SOFTENER

IN ORDER TO AVERT PROBLEMS WITH THE DEFOGGER SYSTEM VALVES,

GPM PEAK AT PRESSURE DROPS OF 5 PSI AND 18 PSI RESPECTIVELY.

ILLILOIS, WITH A CAPACITY OF 12 GPM CONTINUOUS OR 25

SOFTENER IS A "CULLIGAN" MODEL HB-45, OF NORTHBROOK,WATER INTRUSION

SUPPORTS TO PREVENT

PROVIDE CAPS ON

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KEVIN D MILES

2024-04-17T15:19:50-0500

JELANI K JONES

CONTROL CONDUIT TO PIPE SUPPORT, TYP.

ATTACHED 1" COPPER CW. LINE & 3/4"

PERIMETER OF ROOF.

1" C.W. FROM BELOW. RUN 1" LINE AROUND

TYP. SEE NOTE

ATTACHED TO PIPE SUPPORT.

W.P. J-BOX, SOCKET & PLUG

SEE NOTE

WITH PIPE STRAPS, TYP.

CONDUIT TO CAB FASCIA

ATTACHED CW. LINE & CONTROL

TURN IN COPPER PIPE. TYP.

PENTHOUSE

HATCH

ROOF

CAP PIPE

CAP PIPE

3/4"C.

3/4" C.W. DOWN TO SPRAY HEADER TYP.

1"C.W.

1" C.W. DOWN TO SPRAY HEADER TYP.

:5 lo tt e

M012

SEAMS IN VINYL SIDING.

INSTALLED AT A MIDPOINT BETWEEN JOINTS &

PIPE SUPPORTS & PIPE STRAPS ARE

NOTE:

PLAN NOTES:

1. ALL VALVES, PIPES CONDUIT, JUNCTIONS BOXES, BRACKETS, PIPE

SUPPORTS, ECT., ARE CLEANED, PRIMED AND PAINTED TO MATCH

THE COLOR'S OF THE EXTERIOR SURFACE (S) OF THE CONTROL

TOWER CAB WHERE THEY ARE INSTALLED.

2. ALL PENETRATIONS OF THE EXTERIOR SURFACES OF THE CONTROL

TOWER CAB BY PIPE, CONDUIT, SCREENS, BOLTS, SPACERS, ECT, ARE

SEALEDWATERTIGHT WITH "MONO" ACRYLIC TERPOLYMER SEALANT

BY "TREMCO, INC. " (CLEVELAND, OHIO)

3. ALL EXTERIORS WATER PIPING IS INSTALLED IN SUCH A MANOR THAT

THE SYSTEM WILL DRAIN DOWN WHEN DRAIN VALVES ARE OPENED.

DETAIL NOTES:

EYEBOLT

S.S. SELF - TAPPING3/16"

TO EYE BOLT.

ATTACHED END OF SAFETY CHAIN

TO PREVENT LEAKS

ROOFING CEMENT APPLIED

CHAIN IS 6'-0"

TOTAL CHAIN LENGTH OF S.S. SAFETY

W/S.S WASHER, NUT & LOCK

X20" LONG S.S. BOLTS 3/8"

HOLE TYPE.WASHER W/ 7/16"

2" 0O.S. CAD PLATED FENDER

TO SOLENOID VALVE

SEE NOTE #3.

W.P. J-BOX, PLUG & SOCKET,

3/4" CONTROL CONDUIT

VINAL SIDING COVERED, 3/4" THICK PLYWOOD.

2" BATT FIBERGLASS INSULATION

TUBE SECTION.

2" X 1" TYPE 304 S.S.

ORIGINAL METAL CAB WALL PANEL

WELD BOTH SIDES

HOLE TYP.WASHER W 7/16"

2" O.D. PLARED FENDER

WASHERS TYP.

W/ SS WASHER, NUTS & NOCK

3/8"

WATER SPRAY

SPRAY NOZZLE , SEE DETAIL

SEE NOTES#5

3/4" SPRAY NOZZLE PIPE HEADER

SAFETY CHAIN

PIPE CLAMP &

1" X 3/4" C XC RED ELBOW

SEE NOTE #2 & #4

1" SOLENOID VALVE

1" FTG. X MPT. ADAPTOR

ORIGINAL METAL

TO W.P. J-BOX

1" C X MPT. UNION.

IN SAFETY CHAIN

PROVIDED S.S. SNAP-HOOK

1. ALL EXPOSED EXTERIOR PIPING AND PIPE SUPPORTS ARE CLEANED, PRIMED AND PAINTED WITH

EXTERIOR ENAMEL PAINT IN COLOR TO MATCH CAB FASCIA.

2. SOLENOID VALVE IS "TORO" (RIVERSIDE, CA) NO 216-26-04.

3. WEATHERPROOF JUNCTION BOX IS "BELL" (SQUARE D COMPANY EMMAUS, PA) MODEL 890-L CAST

ALUMINUM BOX WITH RCH1-SR CAST ALUMINUM COVERPLATE FOR SINGLE RECEPTACLE, WIRING

RECEPTACLE IS"HUBBELL" (BRIDGEPORT, CT) MODEL 4710 WITH MODEL 4720-C PLUG AND MODEL

6023 SEAL COVER.

4. CONNECTED TO WIRING PIGTAILS FROM SOLENOID VALVE AS CLOSE AS POSSIBLE WITH A

3-CONDUCTOR, 14 GUAGE STRANDED COPPER, TYPE SJO CORD WITH OIL RESISTANT,

WEATHERPROOF JACKET. JOINED VALVE PIGTAILS TO CORD CONDUCTORS WITH "3M" (SAINT PAUL, MINNESOTA) "SCOTCHLOCK" INSULATED BUTT CONNECTORS, AND WEATHERPROOFED THE JOINT

WITH "3M" "SCOTCH-CAST NO.72-N SERIES IN-LINE SPLICING KIT.

5. THE SPRAY NOZZLE PIPE HEADER RESTS FIRMLY IN THE SUPPORT BRACKET WITHOUT INDUCING

ROTATIONAL STRESS IN THE DISTRIBUTION SYSTEM.

MFE-1405966-M012

CAB WINDOW DEFOGGER DETAILS

SECTION

SCALE: 3" = 1'-0"M012

ROOF PLAN

SCALE: 3/16" = 1'-0"M012

1. PROVIDED A SPRAY NOZZLE HEADER, SUPPORT BRACKETS, PIPING,

SOLENOID VALVE, CONTROL J-BOX, ETC, FOR EACH WINDOW OF CAB.

3/4" 3/4"

OBSTRUCTION LIGHTS

(TYPICAL EACH WINDOW)

1" SOLENOID VALVE AND UNION

STEEL CONDUIT

BEHIND PARAPET, 3/4" RIGID

(TYPICAL)... ATTACHED TO CAB

WP J-BOX, PLUG AND SOCKET

SEE NOTE NO.1

(TYPICAL EACH WINDOW)

PIPE HEADER

3/4" SPRAY NOZZLE

(TYPICAL)... SEE DETAIL

SPRAY NOZZLE

CAB WINDOWS

CATWALK

WITH PIPE STRAPS (TYPICAL)

CONDUIT TO CAB FASCIA PANEL

ATTACHED 1" CW AND 3/4" CONTROL

TOP OF ROOF PARAPET

FASCIA

ATTACHED TO CAB

BRACKET (TYPICAL)

PIPE SUPPORT

SEE NOTE NO.1

ELEVATION OF ONE SIDE OF ATCT CAB

SCALE: 3/16" = 1'-0"M012

mfe-1405966-m012

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KEVIN D MILES

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JELANI K JONES

29'-6" TYTPICAL, FIELD VERIFY

FOUNDATIONS TYPICAL

EXISTING PIER

AT MANHOLES

TO SUPPORT METAL TRACK

PROVIDE GROUT AS NEEDED

BEAM AT MANHOLES - FIELD VERIFY

DISCONTINUE NEW CONCRETE

6" SAND FILL

WITH NO. 4 @ 16" TIES

4 NO. 5 CONT

TYPICAL

4x4-W2.1xW2.1

2'-6"

6"1'

IN

#4 CONTINUOUS

#4'S @ 18" O.C.

LENGTH MIN 1'-3".

DOWELS MIN 6" AND TOTAL

HILTI-HY 200 ADHESIVE. EMBED

DOWELS @ 12" O.C. WITH

(2)#5 BARS TOP AND BOTTOM

WITH #3 STIRRUPS @ 10" O.C.

(2)#5 BARS TOP AND BOTTOM

COMPACT SOIL UNDER FOAM

NEW CONCRETE BEAM

6"

COMPR FILLER

REF CIVIL DRAWINGS

SITE PAVING-

TO SITE WORK

NO.3x1-6 AT 12" OC

5 1/2"

1'-0"

IE

L

PERMANENT BD. CUSHION FOAM

PERMANENT BD. FOAM

3 3/8 "

REF F/S002

CONT TRACK

EXISTING IMP SYSTEM

BASE ANGLE

EXISTING STEEL

STUD BLOCKING

BEAM REFER A/S001

NEW CONCRETE

FOUNDATION

EXISTING

REFER A/S002

METAL STUDS

EXISTING FOUNDATION

ATTACHED TO

1/2" CDX PLYWOOD

18 GA TRACKS AND 3 STUDS

BOX HEADER WITH 8" -

ATTACHING ANGLE TO STUDS

VERTICAL SLOTTED HOLES

D/S003 AND E/S003

BLOCKING - ALTERNATIVE DESIGN

ATTACHING ANGLE TO STUD

VERTICAL SLOTTED HOLES

ATTACHED TO EXISTING STEEL BEAM

CONTINUOUS METAL ANGLE

DECK HEIGHT

BLOCKING LOCATED NEAR

CONTINUOUS STUD TO STUD

EXISTING STEEL ANGLE

EXISTING METAL DECK

EXISTING STEEL BEAM

STEEL ANGLE @ 16" O.C.

ATTACHED TO EXISTING

LONG LEG OF ANGLE

3 5/8 "

TO VERTICAL PARAPET STUDS

ANGLED WALL STUDS

SPLICE CONNECTING

STUD BLOCKING (TYP)

:4

:1 lo tt e

-s

S001

MECHANICAL PADB

MECHANICAL PAD

SLOPE

1-6

IF

Y

SITE GRADING

MFE-1405966-S001

AS

FOUNDATION PLAN

SCALE: 1" = 1'-0"

SECTION - TYP EQUIPMENT PAD (EXTERIOR)

SECTION AT PARAPET

EXTERIOR AT SITE PAVING

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

FOUNDATION PLAN

1' 0 1' 2'

4' 0 4' 8'

SECTION AT FOUNDATION

mfe-1405966-s001

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KEVIN D MILES

2024-04-12T11:07:54-0500

JELANI K JONES

/2

2 1/2 "

GAGE AS REQUIRED

JAMB, SIZE AND

JAMB AS REQUIRED

TO EACH SIDE & SCREWS TO

FASTEN TO LINTEL W/ #10 SCREWS

LINTEL, SIZE AND

CONCRETE SLAB BY OTHERS

S-SERIES CLIP WITH SCREWS

CLARKDIETRICH EASYCLIP

WALL STUD

W/ 3/4" EMBEDMENT

FASTENERS @ 12" O.C.

W/(2) HILTI X-U

6005162-43 CONT. TRACK

600T125-43

STUD FLANGE

#10-16 SCREW PER

TYPICAL TRACK W/(1)

(TYP.) D/S002

EXISTING OPENING FRAMING

D/S002

EXISTING ANGLE (TYP.)

DETAIL - A/S002

SUPPORT. REFER TO

VERTICLIP. REFER TO

DETAIL - C/S002

AND BOTTOM. REFER TO

LEAST TWO SUPPORT TOP

SPLICE LOCATION AT

OPENING FRAMING STEEL.

HILTI X-U FASTENERS TO

SCREWS TO HEADER AND (2)

VERTICLIP SL362 W/(2) #12

FIELD VERIFY.

EXISTING OPENING FRAMING

EXISTING R-PANEL)

TO SCHEDULE. (CUT

BOX HEADER. REFER

OPENING FRAMING STEEL.

SCREWS TO STEEL AND (2)

EXISTING STEEL (TROUGH

SCREWS TO STEEL AND (2)

EXISTING STEEL (TROUGH

AND (2) HILTI X-U FASTENERS TO

SCREWS TO STEEL TO STUD

REFER A/S001

NEW CONCRETE BEAM.

F/S002

STUDS @ 24" O.C. TYP.

362S162-43 METAL

D/S003 OR E/S003

EXIST. STL. BEAMS (TYP.)

REF. ARCH.

NEW EIFS

:2 lo tt e

24"O.C. TYP.

362S162-43 STUDS @

STUD BELOW

TRACK IS PLACED.

CONNECTION

CONJOINED BEFORE

METAL STUDS AND FULLY

ALIGN TOP AND BOTTOM

CONNECTION TRACK

STUD ABOVE

(4) #12 SCREWS EACH SIDE

MFE-1405966-S002

METAL STUD DETAILS

TYPICAL METAL STUD WALL

S002

GENERAL NOTES

1. DIMENSIONS SHOWN HEREIN HAVE BEEN DETERMINED PER THE

CONTRACT DOCUMENTS AND ARE FOR DESIGN REFERENCE

ONLY. ALL CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO

ERECTION.

2. UNLESS NOTED OTHERWISE, GRAVITY LOAD OF BRICK OVER

WINDOWS IS ASSUMED TO BE SUPPORTED BY OTHERS. THE

COLD-FORMED FRAMING IS NOT DESIGNED TO SUPPORT THESE

LOADS.

3. FOR ALL TRACKS USED IN COMPOSITE MEMBERS SUCH AS

TRUSSES, POSTS, HEADERS AND JAMBS. THE TRACK MUST BE

INSTALLED AS A SINGLE PIECE. NO SPLICING PERMITTED.

4. ALL STUDS, TRACK AND JOIST MEMBERS 16 GAUGE AND HEAVIER

SHALL BE FORMED FROM STEEL CORRESPONDING TO A TYPE

LISTED IN THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF

COLD-FORMED STEEL STRUCTURAL MEMBERS WITH A MINIMUM

YIELD STRENGTH OF 50 KSI UNLESS SPECIFICALLY NOTED

OTHERWISE.

5. ALL 18 GAUGE AND LIGHTER MEMBERS AND TRACK BRIDGING,

AND ACCESSORY ITEMS SHALL BE FORMED FROM STEEL

"SPECIFICATION FOR THE THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS". WITH A MINIMUM YIELD STRENGTH OF

33 KSI UNLESS SPECIFICALLY NOTED OTHERWISE.

6. STRUCTURAL PROPERTIES AND CAPACITIES OF STEEL FRAMING

COMPONENTS SHALL BE IN ACCORDANCE WITH THE A.I.S.I.

"SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS".

7. ALL FRAMING PRODUCTS SHALL BE FORMED FROM STEEL

POSSESSING A COATING CORRESPONDING TO THE MINIMUM

REQUIREMENTS OF ASTM C955.

8. WHEN COLD-FORMED STEEL STUDS ARE TO BE USED FOR A

TRUSS MANSARD OR HEADER APPLICATION STUDS SHALL BE

UN-PUNCHED THROUGH THE STUD WEB. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO SPECIFY UN-PUNCHED

STUDS WHEN ORDERING MATERIALS.

9. ALL SLIDE CLIPS, SUPPORT CLIPS AND CLIP ANGLES ARE 50 KSI.

UNLESS NOTED OTHERWISE.

10. WEB PUNCH-OUTS MUST BE LOCATED A MINIMUM OF 10" AWAY

FROM STUD END.

11. METAL STUDS SHALL BE LATERALLY BRACED WITH MECHANICAL

X

TYPICAL METAL STUD SPLICE LOCATION

B NOT TO SCALE

OPENING FRAMING

SCALE: 3" = 1'-0"

TYPICAL METAL STUD WALL

LOAD BEARING BOX HEADER LINTEL

BASE CONNECTION TO SLAB

PRODUCTS ARE ACCEPTABLE.

12. STUD MODEL NO. FROM CEMCO MANUFACTURER EQUIVALENT

E/S002.

13. PROVIDE BOX HEADER OVER ALL STUD WALL BLOCK OUT REF

E/S002.

14. PROVIDE JAMB STUDS AT BOTH ENDS OF BOX HEADERS REF

mfe-1405966-s002

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KEVIN D MILES

2024-04-12T11:08:12-0500

JELANI K JONES

FOR FCEC 8"

4-1/2" (MAX) OFFSET

FOR FCEC 10"

6-1/2" (MAX) OFFSET

3" OFFSET (MAX)

ATTACHED TO STRL STEEL.

WITH (3) HILTI X-E05 STEEL NAILS TO STUD AND

ClarkDietrich FASTCLIP SLIDE CLIP (FCSC 5-1/2")

TYPICAL STUD

TO STUD AND ATTACHED TO STRL STEEL.

OR (FCEC 10") WITH (3) HILTI X-EDS STEEL NAILS

CLARKDIETRICH FASTCLIP EXTENDED CLP (FCEC 8")

AS REQUIRED

SIZE AND GAGE

CRIPPLE STUDS,

SIZE AND GAGE

INFILL STUDS,

JAMB, SCREWS

FASTENED TO

AS REQUIRED,

STUD PIECE

PIECES ON BOTH SIDES OF WALL

SCREW TO JAMB AND STUD

TO FORM RADIUS

CUT AND BEND TRACK

REQUIRED

TO SILL, SCREWS AS

REQUIRED, FASTENED

STUD PIECE AS

HEADER, SIZE AND

AND GAGE AS REQUIRED

TOP TRACK, SIZE

CRIPPLE STUDS, SIZE AND

HEADER, SIZE AND

SILL, SIZE AND

REQUIRED

AND GAGE AS

BOTTOM TRACK, SIZE

BLOCK AS REQUIRED

SCREWS TO EACH

EACH LEG AS REQUIRED

CLIP ANGLE W/ SCREWS

TYPICAL STUD, SIZE AND GAGE

SIDES AS REQUIRED

CONTINUOUS STRAP BOTH

BOTH SIDES AS REQUIRED

SCERW(S) @ EACH INTERSECTION

TYPICAL STUD

EXISTING STRL ANGLE

EXISTING STRL STEEL

EXISTING STRL STEEL

2 BAYS, REPEAT IN 2 BAYS EVERY 8' O.C.

REQUIRED, FIT BETWEEN FIRST & LAST

SOLID BLOCKING, SIZE AND GAGE AS

:3 lo tt e

BOTT

OM

VIE

W

BOTTOM VIEWSIDE VIEW

PLAN VIEWSIDE VIEW

PL

AN

VI

EW

MFE-1405966-S003

FRAMING DETAILS

ARCH OPENING FRAMING - LARGE

S003

LOAD BEARING WINDOW OPENING ELEVATION

BLOCK AND STRAP BRIDGING

STUD CONNECTION WITH FCSC 5-1/2" CLIP

STUD CONNECTION WITH FCEC 8" OR 10" CLIP

mfe-1405966-s003

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KEVIN D MILES

2024-04-12T11:08:36-0500

JELANI K JONES

ON METAL STUDS

DRAINABLE EIFS SUPPORTED

NEW SLOPED HIGH IMPACT

IN ALL ROOMS AT THIS LEVEL

CLEAN CONCRETE FLOORS OF DEBRIS

AT THIS LEVEL.

METAL/STEEL WALL BASES. IN ALL ROOMS

TREATMENT TO EXISTING INTERIOR

SCRAPE, CLEAN, AND APPLY ANTI-RUST

REPLACE ALL RELATED DOOR HARDWARE, WEATHER STRIPPING, AND MECHANICAL FEATURES OF ENTRANCE DOOR.4.

GLASS WITH BRONZE TINTED TEMPERED PLATE SAFETY GLASS.3.

TINTED PLATE SAFETY GLASS.2.

REPLACE THE ENTIRE STOREFRONT SYSTEM1.

NEW ENTRANCE STOREFRONT SYSTEM:

MAILBOX

METAL

REPLACE

LEAD PAINT ABATEMENT

- REFER TO SPEC FOR

ENTRYWAY

STRIP AND REPAINT

TILE FLOORING AT THIS LEVEL

CLEAN AND RE-SEAL ALL

EQUIPMMENT AND CONTROLS

DEMO AND REPLACE BOILER

SERVICE

ELECTRIC

TOILET

CABLE PIT

PANEL ROOM

ELECTRICAL

ROOM

TELEPHONE

/G

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

FLOOR PLAN

A020

EQUIPMENT ROOM

MECHANICAL

DUCTS

UTILITY

STAIR WELL

UP

GROUND

CORRIDOR

STORAGE

A023

A024

A025 lo tt e

-a

MFE-1405966-A020

FLOOR PLAN

ENTRANCE DURING THE ENTIRE DOOR REPLACEMENT.

2. CONTRACTOR IS RESPONSIBLE PROVIDING PHYSICAL SECURITY AT FRONT

AT NEW STOREFRONT WITH EXISTING SECURITY VENDOR.

1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SECURITY HARDWARE

DEMO NOTES:

4. REMOVE BOILER SYSTEM.

3. LEAD PAINT ABATEMENT REQUIRED FOR STORE FRONT ENTRYWAY AND WINDOW INSET.

AND REPORT CONDITION TO EOR AND RE.

2. EXISTING INSULATED METAL PANEL SIDING SYSTEM TO REMAIN. INSPECT SIDING

1. DEMO EXISTING VINYL SIDING SYSTEM AND ITS WOOD SUPPORTS.

A027

3. SCAFFOLDING SYSTEM:

A. THE SCAFFOLDING SYSTEM NEEDED FOR CONTRACTORS TO RESEAL

THE TOWER SHAFT.

B. THE SCAFFOLD WILL BE ERECTED TO MEET OR EXCEED ALL OSHA

REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE A SHOP DRAWING

FOR APPROVAL. THE SHOP DRAWINGS SHALL BE CERTIFIED BY

TEXAS LICENSED PROFESSIONAL ENGINEER.

C. SCAFFOLD MUST BE ERECTED, USED, MOVED, AND DISASSEMBLED

ONLY UNDER THE DIRECTION OF A COMPETENT PERSON.

D. OBTAIN THE SERVICES OF BETCO SCAFFOLDS, BIG CITY ACCESS OR

APPROVED EQUAL.

E. PROTECT PERSONNEL, ROOF STRUCTURE, MECHANICAL EQUIPMENT

IN AREA WHERE SCAFFOLD WILL BE SET-UP.

FAA DOOR STANDARDS.

5. REFER TO SPEC "SECURITY REFERENCE FOR GUIDANCE" FOR REQUIRED

4. REFER TO SHEET A029 FOR DOOR SCHEDULE.

mfe-1405966-a020

2024-04-17T08:54:20-0500

KEVIN D MILES

2024-04-12T11:02:06-0500

JELANI K JONES

a

SL

PE

EL=51'-6"

CATWALK ROOF PLAN

A021

SLOPE

SEE PLAN NOTES

NEW ROOF DRAIN

DRAIN TYP

4' X 4' CENTERED ABOUT

SEE SPEC

MEMBRANE SYSTEM

NEW PVC ADHERED ROOF

CIRCULAR CUTOUTS NOT ALLOWED

ALL ROOF DRAINS MUST BE SQUARE.

INSULATION ROOF SLOPE TO ALL

NEW ROOF DRAIN

WALKPADS TO ROOF MEMBRANE

FOR ATTACHMENT OF

NEW WALKPADS - SEE SPEC

SLOPE LINES TYP

CRICKET ROOF

COPING (TYP)

NEW PARAPET

NEW ACCESS DOOR

DRAINAGE (TYPICAL)

TO ENSURE PROPER ROOF

BE RELOCATED AS NEEDED

CRICKET SLOPE LINE MAY

REFER 8/A026 SIM.

THRU EIFS

NEW SCUPPER

REFER 8/A026 SIM.

THRU EIFS

NEW SCUPPER

lo tt e

ROOF PLAN NOTES:

WARRANTEE DOCUMENTS.

INSTALLATION REPORTS TO THE FAA. AS WELL AS STANDARD

20. THE CONTRACTOR'S ROOFING MFR. REP. MUST SUBMIT ROOFING FIELD

19. REFER TO SHEET A029 FOR DOOR SCHEDULE.

MUST NOT INTERFERE WITH DOOR OPERATION.

WAY THAT PONDING DOES NOT OCCUR. THE ROOF DECK

18. TAPER INSULATION AND ROOF SLOPE AT THE ACCESS DOOR IN SUCH A

SCUPPERS TO RAISE. SEAL EXISTING HOLES AS REQUIRED.

INSULATION WILL RAISE ROOF HEIGHT 3 INCHES. REQUIRING EXISTING

17. EXPAND/ CUT NEW HOLES FOR SCUPPERS AND INSERTS. NEW ROOFING

OR CONCRETE. INSTALL NEW ROOF MEMBRANE SYSTEM PER SPEC.

16. REMOVE EXISTING ROOF MEMBRANE SYSTEM DOWN TO METAL DECKING

ELECTRICAL CONDUITS.

15. PROVIDE AND INSTALL NEW MANUFACTURED PIPE SUPPORTS FOR ALL

14. PROVIDE AND INSTALL NEW WALKWAYS AS INDICATED ON ROOF PLAN.

PIPING OR CONDENSATION PIPING.

13. PROVIDE NEW PRE-MANUFACTURED PIPE SUPPORTS FOR THE GAS LINE

WITH DEBRIS. SEE BASIC MECHANICAL REQUIREMENTS SPEC.

ROOF DRAIN PLUMBING LINES ARE OPERATIONAL AND ARE NOT PLUGGED

12. CONTRACTOR TO VERIFY BEFORE STARTING ROOFING PROJECT THAT ALL

DRAIN WITH CAST IRON LARGE SLOTTED DOME.

MAIN AND OVERFLOW ROOF DRAINS WITH NEW COATED CAST IRON ROOF

11. REMOVE EXISTING MAIN AND OVERFLOW ROOF DRAIN BOWLS; REPLACE

ENTRANCE.

CDX PLYWOOD SHEETING AT EACH ROOF HATCH AND DOOR THRESHOLD

10. PROVIDE 3 FEET X 4 FEET OF WALKWAY AND 4 FEET X 4 FEET OF1/2"

CONDITION AS THE WORK PROGRESSES.

MEMBRANE INSTALLATION. CONTRACTOR TO MAINTAIN A WATERTIGHT

9. ALL MEMBRANE FLASHINGS SHALL BE INSTALLED CONCURRENTLY WITH

SECUREMENT TO INSULATION.

INSTALLED POLYISOCYANURATE INSULATION. ENSURE PROPER

8. PROVIDE AND INSTALL 1/2 INCH DENS DECK PRIME; INSTALLED OVER

18 INCHES.

HIGH SIDE OF EQUIPMENT CURBS, HAVING MEASUREMENT GREATER THAN

7. PROVIDE AND INSTALL 1/2 INCH PER FOOT TAPERED INSULATION ON THE

INCHES.

THICKNESS OF INSULATION AT PRIMARY ROOF DRAIN SHALL BE 3.5

EACH ROOF DRAIN TO CREATE A 4 FEET X 4 FEET SUMP. MINIMUM

6. PROVIDE AND INSTALL TAPERED POLYISOCYANURATE INSULATION AT

POLYISOCYANURATE INSULATION BETWEEN EACH PRIMARY ROOF DRAIN.

5. PROVIDE AND INSTALL 1/4 INCH PER FOOT TAPERED (CRICKETS)

ROOF AREAS.

4. PROVIDE AND INSTALL 1/8 INCH PER FOOT TAPERED INSULATION ON ALL

APPROVED BY OWNER'S REPRESENTATIVE.

METAL SHALL HAVE A "KYNAR" FINISH. COLOR OF METAL TO BE

PERIMETER METAL EDGE AND METAL COUNTERFLASHINGS. ALL NEW

3. PROVIDE AND INSTALL NEW METAL FLASHINGS FOR PRE-FABRICATED

ASSOCIATED WITH THE REROOFING PROJECT.

2. CONTRACTOR SHALL FIELD VERIFY ALL ROOFING CONDITIONS

PURPOSES.

1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION

MFE-1405966-A021

CATWALK ROOF PLAN

mfe-1405966-a021

2024-04-17T08:54:29-0500

KEVIN D MILES

2024-04-12T11:02:26-0500

JELANI K JONES

SCUPPER

NEW OVERFLOW

SCUPPER

OVERFLOW

NEW

(TYPICAL 5 PLACES)

OBSTRUCTION LIGHTS

(TYPICAL 10 PLACES)

COMMUNICATION ANTENNAS

9'-6

'Y

'-5

Y

5'-2"

4'

SEE SPECIFICATION

NEW ALUMINUM ROOF HATCH

CRICKET ROOF SLOPE LINES

SLO

NOT ACCEPTABLE.

MUST BE SQUARE. CIRCULAR INSULATION CUTOUTS

INSULATION ROOF SLOPE TO ALL ROOF DRAINS

NEW ROOF DRAIN SEE ROOF NOTES

SYSTEM SEE SPEC

NEW PVC ADHERED ROOF MEMBRANE

ATTACHMENT TO ROOF MEMBRANE

NEW WALKPADS - SEE SPEC FOR

RAIL WITH GATE

NEW ROOF HATCH GUARD

(2 PLACES)

EXISTING SECURITY CAMERAS BY OTHER

- ON NEW WALKWAY PLYWOOD

PENTHOUSE TO ROOF LEVEL

NEW PERSONEL STEP FROM

RAIL POST. SEE NOTES

EXISTING WEIGHTED GUARD

PENTHOUSE

CAB ROOF PLAN

A022 lo tt e

ROOF PLAN NOTES:

1. REFER TO SHEET A021 FOR ROOFING NOTES.

CAB ROOF DEMO NOTES:

1. REMOVE ANTENNA DISH

- FACILITY TECHNICIANS MUST DISCONNECT DISH

FROM NAS.

2. REMOVE EXISTING ROOF MEMBRANE SYSTEM DOWN TO

METAL DECKING OR CONCRETE TOPPING.

ADDITIONAL ROOF SCOPE (NOT SHOWN):

1. REMOVE AND REPLACE CAB WINDOW DEFOGGER SYSTEM.

2. REMOVE AND REPLACE LIGHTENING PROTECTION CABLES AND SUPPORTS.

RE-CERTIFY LP SYSTEM.

3. REMOVE AND REPLACE EXTENSION LADDER FOR CAB ROOF ACCESS.

MFE-1405966-A022

CAB ROOF PLAN

CAB ROOF GUARD RAIL:

1. MOVE WEIGHTED GUARDRAIL SYSTEM AS NEEDED TO INSTALL NEW

ROOFING SYSTEM.

2. REUSE OR PARTIALLY REPLACE EXISTING WEIGHTED GUARDRAIL SYSTEM.

3. COORDINATE HANDLING OF ALL EXISTING ELECTRICAL SYSTEMS ON

GUARDRAIL WITH THE RE.

4. PROVIDE NEW SUPPORT PADS UNDER ALL RAILING BASES. 5/8" COX

PLYWOOD UNDER PVC MEMBRANE.

mfe-1405966-a022

2024-04-17T08:54:38-0500

KEVIN D MILES

2024-04-12T11:02:38-0500

JELANI K JONES

WINDOWS

EXISTING CAB

29'-3"Y

SIGNAGE on STOREFRONT

REPLACE ALL LABELS AND

(BEYOND)

NEW STOREFRONT AND DOOR

FIXTURES IN ENTRYWAY

REPLACE EXTERIOR LIGHT

3/A027

NEW LOUVER

MECHANICAL DRAWINGS

WALL OPENING. REFERENCE

NEW LOUVER AND NEW INTERIOR

NEW SLOPED DRAINABLE EIFS SIDING

EIFS SIDING

NEW DRAINABLE

29'-3"Y

REFERENCE MECH DRAWINGS

ENCLOSURE (NOT SHOWN)

INTERIOR WALL

NEW LOUVER

-SEAL NEW ESFS ACCORDINGLY

EXHAUST TO REMAIN

EXISTING GENERATOR

SOFFIT.

IN TOP OF ARCHWAY EXTRUDING

-BUILD GUTTER FUNCTIONALITY

ENTRANCE

SYSTEM OVER STOREFRONT

INSTALL NEW ROOF GUTTER

23'

RESEMBLING RED CLAY ROOF TILES

EIFS DECORATIVE FINISH

ENTRANCE WITH SOFFIT FRAMING

NEW EIFS ARCHWAY AT

AND DECORATIVE EIFS BAND 6/A027

NEW WINDOW WITH SPINDLES

CATWALK BEYOND

EFIS SIDING

NEW DRAINAGE

NEW SLOPED DRAINAGE

REF. MECH. DRAWINGS

SYSTEM (NOT SHOWN)

NEW CAB WINDOW DEFOGGER

GUARD RAIL

CAB WINDOW (TYP.)

REPLACE SEALANT AROUND

ELEV = 0'-0"

1ST FLOOR LINE

ELEV = 13'-6"

2ND FLOOR LINE

ELEV = 32'-2"

4TH FLOOR LINE

ELEV = 22'-10"

3RD FLOOR LINE

ELEV = 40'-4"

5TH FLOOR LINE

ELEV = 44'-5"

TOWER ROOF LINE

FRONT ELEVATION (NORTH)

CLCLCLCLTOWER

SIDE ELEVATION (WEST)

CLCLCLCL TOWER

ABOVE CATWALK ROOF

FIELD VERIFY

TYP.

lo tt e

MFE-1405966-A023

ELEVATION NOTES:

1. NEW HIGH IMPACT DRAINABLE EIFS SIDING TO BE INSTALLED ON NEW METAL STUD

SYSTEM. 2/A027

2. OVERALL APPEARANCE GOAL IS TO MIMIC "HACIENDA" ARCHITECTURAL DESIGN.

3. SECONDARY APPEARANCE GOAL IS TO AVOID ANGULAR EDGES IN EIFS. ROUNDED AND

BEVELED CORNERS MUST BE USED EVERYWHERE FEASIBLE.

4. ALL WINDOWS AND LOUVERS ARE TO BE RELOCATED IN MEW METAL STUD FRAMING

SYSTEM.

5. EIFS DECORATIVE WOOD ACCENTS TO SURROUND ALL WINDOW OPENINGS AND

LOUVERS. 6/A027

6. INSTALL DECORATIVE VERTICAL METAL SPINDLES AT WINDOWS.

7. IDENTIFY WEEP HOLES LOCATIONS IN CAB WINDOW SYSTEM AND DO NOT

PROHIBIT FUNCTION WITH NEW SEALANT.

8. REMOVE PORTABLE GUARD RAILING SYSTEM ON THE CATWALK ROOF. (NOT SHOWN)

9. ELECTRICAL, GAS, AND PLUMBING CONDUITS NOT SHOWN ON ELEVATIONS. 8/A027 &

9/A027.

10. REFER SHEETS A027 AND A028 FOR TYPICAL EIFS DETAILS.

11. CONSULT AND ALLOW FIELD INSPECTIONS FROM THE EIFS MFR. REFER SPEC.

12. ALL EIFS COLORS, TEXTURES, AND ACCENTS ARE TO BE DETERMINED THROUGH

APPROVED SUBMITTALS.

mfe-1405966-a023

2024-04-17T08:54:47-0500

KEVIN D MILES

2024-04-12T11:02:50-0500

JELANI K JONES

NEW GUARD RAIL

NEW LOUVER (TYP)

TYPICAL SIDE ELEVATION (2 SIDES)

SCALE: 1/4" = 1'-0" (FOR REFERENCE ONLY)

SIDE ELEVATION (EAST)

EIF SIDING (TYP)

NEW SLOPED DRAINABLE

NEW WINDOW (TYP)

EIF SIDING

MECHANICAL DRAWINGS

WALL OPENING. REFERENCE

NEW LOUVER AND NEW INTERIOR

EIF SIDINF

NEW SLOPED DRAINABLE

3/A027 & 6/A027

NEW LOUVER (TYP)

lo tt e

MFE-1405966-A024

ELEVATION NOTES:

1. REFER TO SHEET A023 FOR ELEVATION NOTES.

mfe-1405966-a024

2024-04-17T08:55:05-0500

KEVIN D MILES

2024-04-12T11:03:43-0500

JELANI K JONES

PENTHOUSE WALL

STEEL PLATE

EXISTING 1/4"

PVC ADHERED ROOF

STRUCTURE

METAL DECK

PVC ADHERED ROOF

EXISTING STEEL STRUCTURE

EXISTING WOOD TOP PLATE

SHEATHING

1/2" GLASS MAT

EXISTING 2" METAL DECK

CAB ROOF DETAIL AT PENTHOUSE

CAB ROOF DETAIL AT PARAPET

DRAINABLE EIFS

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

FOUNDATION DETAIL

VENTED TRACK

1/2" GLASS MAT SHEATHING

STRUCTURAL DRAWINGS

METAL STUD REF

EXISTING IMP SIDING

STRUCTURAL DRAWINGS

FOUNDATION REF

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

CATWALK DETAIL

ATTACHED TO

REF SPECIFICATION

PVC MEMBRANE

AND WALL

NEEDED BETWEEN DECK

CANT INSULATION AS

EXISTING IMP SIDING

BLOCKING

TO VERTICAL PARAPET STUDS

CONNECTING WALL STUDS

EXIST STL ANGLE @ 16" O.C.

ANGEL ATTACHED TO

ATTACHING ANGLE TO STUDS

SLOTTED HOLES

1/2" GLASS MAT SHEATHING

STEEL BEAM

TO EXISTING STEEL BEAM

CONT. ANGLE ATTACHED

ANGLE TO STUD BLOCKING

HORZ. HOLES ATTACHING

EXISTING STL ANGLE

METAL DECK

PVC MEMBRANE

A026

PVC ADHERED ROOF MEMBRAINE SYSTEM REF. SPEC.

SIM.

lo tt e

MFE-1405966-A025

ROOF AND CATWALK DETAILS

mfe-1405966-a025

2024-04-17T08:55:13-0500

KEVIN D MILES

2024-04-12T11:04:12-0500

JELANI K JONES

SNAP-ON FASCIA COVER AND CONCEALED SPLICE PLATES

FORMED RAIL APPROVED URETHANE SEALANT

MULTI-PURPOSETAPE

PROPERLY SECURED

NEW WOOD BLOCKING

1/2" CDX PLYWOOD,

INSULATION

POLYISOCYANURATE

SPECIFIED

3 FEET WIDE x 4 FEET LONG

WALKWAY, A MININUM SIZE OF

PROPERLY SECURED TO INSULATION

GRADE PLYWOOD - 4' x 4', 5/8" - CDX - SMOOTH EXTERIOR

ADHERED TO COVER BOARD

PVC 80 MIL MEMBRANE,

PROPERLY SECURED TO

5/8" DENS-DECK PRIME,

METAL THRESHOLD COVER PLATE

CONTRACTOR IS TO REPLACE WITH NEW

INSTALLATION OF MEMBRANE FLASHING,

WHERE CONDITIONS REQUIRED PROPER

NEW METAL COUNTERFLASHING

PVC MEMBRANE FLASHING, PROPERLY ADHERED

OF SPRAY-IN-PLACE FOAM

2" MIN WIDE APPLICATION

FASTENERS, FASTENED AT 12" ON CENTER

SECUREMENT BAR AND APPROVED

3' x 4' WALKWAY

AND PLYWOOD SHEETING

SEALANT

EXISTING METAL COUNTERFLASHING

FASTENED 12" ON CENTER

GROMMETTED FASTENER,

MULTI-PURPOSE SEALING TAPE

12" ON CENTER

GROMMETTED FASTENER, FASTENED

COUNTERFLASHING

NEW KYNAR FINISHED METAL

ADHERED TO PLYWOOD SHEETING

PVC MEMBRANE FLASHING, PROPERLY

FASTENED AT 12" ON CENTER

SECUREMENT BAR AND APPROVED FASTENERS,

HOT-AIR WELD

SPECIFIED POLYISOCYANURATE INSULATION

SECURED

PROPERLY

PLYWOOD,

1/2" CDX

WIDE (MIN)

FOAM 2"

PLACE

SPRAY IN

(M

1/2 DENS-DECK PRIME,

X

12"

OC

PVC MEMBRANE FLASHING, PROPERLY ADHERED

PVC COVER STRIP FLASHING, HOT-AIR WELD

TO INSULATION

4' x 4', SECURELYFASTENED

GRADECDX PLYWOOD -

1/2" SMOOTH EXTERIOR

COVER BOARD

ADHERED TO

MEMBRANE,

PVC 80 MIL

HOT AIR WELD

NEW LIGHTNING PROTECTION CABLENEW LIGHTNING ROD

CONTRACTOR

SUPPLIED BY ROOFING

APPROVED SEALANT,

BASE PLATE

NEW METAL

TO FIELD MEMBRANE

MEMBRANE PAD IS HOT AIR WELDED

FEET ON CENTER ALONG CABLE.

PVC MEMBRANE - 6" x 6", PLACE 3

PROTECTION COMPANY

INSTALLED BY LIGHTNING

PLATE, SUPPLIED AND

APPROVED NEW METAL

CONTRACTOR

ROOFING

SUPPLIED BY

APPROVED SEALANT,

CABLE

PROTECTION

NEW LIGHTNING

NON-REMOVABLE UNIT

12" ON CENTER

GROMMETTED FASTENER, FASTENED

METAL EXTENDER PIECE

PROPERLY ADHERED

PVC MEMBRANE FLASHING,

SECURED TO INSULATION

1/2 DENS-DECK PRIME, PROPERLY

SECTION 07540.4

SECURED TO STEEL DECKING, REFER TO

SPECIFIED POLYISOCYANURATE INSULATION,

FOAM 2" WIDE (MIN)

SPRAY IN PLACE

ANTSEAL

1 1/2" 1 1/2"8" (MIN)

4"

1/2" (MIN)

TERMINATION

DETAILS FOR ACCEPTABLE

REFER TO PARAPET WALL

APPROVED SUBSTRATE

PROPERLY ADHERED TO

PVC MEMBRANE FLASHING,

PVC MEMBRANE STRIP

TO INSULATION

4" FLANGES - ANCHOR AT 3" OC

SHEET MTL SCUPPER SLEEVE WITH

MEMBRANE

SARNAFIL 60 MIL

FASTENERS

WITH ACCEPTABLE

SCUPPERS, FASTENED

PVC COATED METAL

MATCH INSULATION THICKNESS

WOOD BLOCKING, THICKNESS TO

SPECIFIED POLYISOCYANURATE

AND SIZING OF SUPPORTS

SPACING

RECOMMENDATIONS FOR

FOLLOW MANUFACTURER'S

HEIGHT PIPE SUPPORT:

PROVIDE ADJUSTABLE

AND BASE SUPPORT

PIPE SUPPORT FRAME

GAS/CONDENSATION PIPING TO MEMBRANE

LAYER" HOT-AIR WELDED

"80MIL PROTECTION

5/8" DENS-DECK PRIME,

POLYISOCYANURATE INSULATION

MEMBRANE

PVC FLASHING

PIPE PENETRATION

APPROVED SEALANT

STAINLESS STEEL HOSE CLAMP

(SEE NOTE 1)

ALUMINUM TAPE

BOARD

ADHERED TO COVER

APPROVED FASTENERS

SECUREMENT DISCS AND

PVC BASE FLASHING,

SPECIFIED POLYISOCYANURATE

PLACE FOAM

SPRAY IN

MITER JOINT

4'

AND METAL DRAIN COVER (SEE NOTES)

NEW JOSUM TYPE ROOF DRAIN BOWL

APPROVED SEALANT

APPROVED FASTENERS

SECUREMENT DISCS AND

CLOSURE TRIM

SCUPPER SLEEVE

ORIENTATION

FIELD VERIFY

SCUPPERS

SLANTED

SUBSTRATE

WALL FLASHING FOR WALLS

LIGHTNING ROD

METAL SECUREMENT PLATE

DRAIN SUMP

BOARD AND INSULATION.

THE TOTAL THICKNESS OF THE COVER

THE DRAIN BOWL "HEIGHT" MUST MATCH

OR LOWERING THE DRAIN BOWL.

FOR ALL COST REQUIRED FOR RAISING

ROOFING CONTRACTOR IS RESPONSIBLE

WITH STAINLESS STEEL WASHER AT 12" OC MAX.

1-1/2 INCH STAINLESS STEEL HEX HEAD FASTENERS

FOOT. REFER TO FACTORY MUTUAL DATA SHEET 1-49.

RESIST A MINIMUM FORCE OF 300 POUNDS PER LINEAR

1. NAILERS SHALL BE SECURELY ANCHORED TO THE DECK TO

1. NO WELDING AT WALKPAD.

SPRAY IN PLACE FOAM 2" WIDE (MIN)

SECURED TO INSULATION

1/2 DENS-DECK PRIME, PROPERLY

ADHERED TO PLYWOOD SHEETING

PVC MEMBRANE FLASHING, PROPERLY

FASTEN 12" OC WITH GROMMETTED FASTENER.

COUNTERFLASHING FASCIA IS LESS THAN 4" WIDE.

COUNTERFLASHING IS CONTAMINATED AND OR

1. METAL EXTENDER PIECE IS REQUIRED IF EXISTING

NEOPRENE WASHERS

EACH CORNER WITH DRIVE-PINS WITH

CONTINUOUS BED OF SEALANT - ANCHOR AT

SHEET METAL CLOSURE PLATE SET IN

NOTES:

NOT TO SCALE (FIELD VERIFY)

PARAPET WALL WITH SNAP ON FASCIA

NOT TO SCALE (FIELD VERIFY)

WALKWAY WITH PLYWOOD SUPPORT LANDING

NOT TO SCALE (FIELD VERIFY)

DOOR THRESHOLD FLASHING

NOT TO SCALE (FIELD VERIFY)

METAL COUNTERFLASHING ALONG WALL

GREATER THAN 30 INCHES

LIGHTNING PROTECTION

NON-REMOVABLE CURB FLASHING

OVERFLOW ROOF SCUPPER

8 NOT TO SCALE (FIELD VERIFY)

SMALL CONDUIT SUPPORT

PIPE PENETRATION FLASHING

PRIMARY ROOF DRAIN

1. ALUMINUM TAPE IS REQUIRED IF EXISTING PENETRATION IS

CONTAMINATED.

2. SEALANT IS A MAINTENANCE ITEM. MAINTENANCE IS NOT

COVERED UNDER SARNAFIL WARRANTY.

375 LBS. PER 1000')

14 AWG WIRES

(28 STRANDS OF

CONDUCTOR

COPPER LIGHTNING

NO. 10-28C, CLASS II

EVERY 3' MAX.

CABLE FASTENER

COPPER ADHESIVE

NO. 50-262C,

DETAIL

PVC AND CONDUIT FLASHINGS

CLAMP. PROVIDE / INSTALL ON ALL

COVER OVER STAINLESS STEEL HOSE

ADD PREFABRICATED INVERTED CONE

lo tt e

MFE-1405966-A026

PVC ROOFING DETAILS

mfe-1405966-a026

2024-04-18T12:15:38-0500

KEVIN D MILES

2024-04-17T15:17:49-0500

JELANI K JONES

METAL COPING/ FLASHING (BY OTHERS)

& AIR BARRIER COATING

AND PAREX USA WATER-RESISTIVE

OVER THE HORIZONTAL SURFACE

FLASHING MEMBRANE EXTENDING

(BY OTHERS) SEE NOTE 2

ELASTOMERIC SEALANT

PAREX USA FINISH

EMBEDDED IN PAREX USA BASECOAT

PAREX USA REINFORCED MESH

AIR BARRIER COATING

PAREX USA WATER-RESISTIVE &

INSULATION BOARD

EXPANDED POLYSTYRENE

PAREX USA ADHESIVE

PAREX USA WATER-RESISTIVE

PAREX USA REINFORCING MESH

POLYSTYRENE BAND FEATURE

EXPANDED

EXPANDED POLYSTYRENE INSULATION BOARD

REINFORCING MESH ONTO ADJACENT

LAP EMBEDDED PAREX USA

" (63 MM)2

REINFORCING MESH A MINIMUM OF 2

USA BASECOAT AND OVERLAPPING THE

REINFORCING MESH EMBEDDED IN PAREX

MESH A MINIMUM OF 2 1/2" (63 MM)

OVERLAPPING THE REINFORCING

IN PAREX USA BASECOAT AND

REINFORCING MESH EMBEDDED

REINFORCING MESH EMBEDDED IN BASECOAT

INSIDE CORNER

WATER-RESISTIVE &

PAREX USA

MESH EMBEDDED BASECOAT

DOUBLE WRAP WITH REINFORCING

OUTSIDE CORNER

MESH EMBEDDED BASECOAT

DOUBLE WRAP WITH REINFORCING

PAREX USA FINISH COAT

PAREX USA WATER-RESISTIVE & AIR BARRIER COATING

PAREX USA REINFORCING MESH EMBEDDED IN PAREX USA BASECOAT

PAREX USA MESH BACKWRAP

™PAREX USA DRAINEDGE

EMBEDDED IN PAREX USA WATER-RESISTIVE & AIR BARRIER COATING

PAREX USA SHEATHING JOINT TAPE

ROOF SHINGLE

METAL STEP FLASHING (BY OTHERS)

IN PAREX USA WATER-RESISTIVE & AIR BARRIER COATING

PAREX USA SHEATHING JOINT TAPE EMBEDDED

METAL FLASHING (BY OTHERS)

SEALANT (BY OTHERS) W/ WEEPS @ 16" O.C.

CLOSED CELL BACKER ROD & ELASTOMERIC

ELASTOMERIC SEALANT (BY OTHERS)

SLEEVE (BY OTHERS)

CLOSED CELL BACKER ROD &

(BY OTHERS)

AIR SEAL

FLANGE SET IN SEALANT (BY OTHERS)

COATING @ SHEATHING JOINTS

WATER-RESISTIVE & AIR BARRIER

TAPE EMBEDDED IN PAREX USA

PAREX USA SHEATHING JOINT

PAREX USA BASECOAT

PAREX USA PRIMER (OPTIONAL)

BARRIER COATING

WATER-RESISTIVE & AIR

EMBEDDED IN PAREX USA

VENTED TRACK (BY OTHERS)

COATING @ SHEATHING JOINTS

WATER-RESISTIVE & AIR BARRIER

TAPE EMBEDDED IN PAREX USA

EMBEDDED IN PAREX USA WATER-RESISTIVE

FOR TERMINATION)

(SEE DETAIL T1.01A OR T1.01B

DRAINAGE TERMINATIONS

@™PAREX USA DRAINEDGE

STAPLES

CORROSION RESISTANT

BACK WRAP ATTACHED W/

PAREX USA MESH

W/ WEEPS @ 16" O.C.

PRIOR TO INSTALLATION OF SEALANT

REMOVED™EXCESS DRAINEDGE

SEAL BETWEEN FLASHING & FRAME.

SET IN SEALANT. SLOPE FLASHING FOR DRAINAGE.

FLASHING W/ WATER TIGHT, UP-TURNED ENDS

WATER-RESISTIVE & AIR BARRIER COATING

PAREX USA SHEATHING TAPE EMBEDDED IN PAREX USA

FRAME

lo tt e

MFE-1405966-A027

EIFS DETAILS

NOT TO SCALEA027

PARAPET WALL TERMINATION AT CAP FLASHING SWM G1.05 INSIDE AND OUTSIDE CORNERS

SWM A1.01 AESTHETIC BAND AND REVEAL

SWM R1.06 TERMINATION AT ROOF SWM P1.04 TERMINATION AT APPLIANCE SLEEVE (BY OTHERS) SWM P1.04 TERMINATION AT HODE BIOB (BY OTHERS)

SWM T1.01A TERMINATION AT

FOUNDATION WITH VENTED TRACK

SWM G1.02 STANDARD

WATERMASTER FRAMED WALL APPLICATION

SWM W1.01 HEAD ASSEMBLY

(WINDOW, DOOR, LOUVER VENTS, ETC.)

mfe-1405966-a027

2024-04-17T08:56:23-0500

KEVIN D MILES

2024-04-12T11:07:00-0500

JELANI K JONES

SWM W1.02 TERMINATION AT WINDOW HEAD

SWM W1.04 TERMINATION AT WINDOW JAMB

STEP 1 STEP 2 STEP 3

STEP 4 STEP 5

METAL HEAD FLASHING PROFILE

HEAD FLASHING SHOULD BE FABRICATED IN PROFILE SHOWN.

LENGTH OF FLASHING IS 1" LONGER THAN WIDTH OF WINDOW

FRAME. END DAMS SHOULD BE TURNED UPWARD 5/8" AS SHOWN.

(PROFILE) (PICTORAL)

FIXTURE OR SIGNAGE (BY OTHERS)

SEALANT (BY OTHERS)P.V.D.

PIPE SLEEVE FILLED W/ ELASTOMERICP.V.C.

CORROSION RESISTANT FASTENER (BY OTHERS)

SEE NOTE 2

CORROSION RESISTANT WASHER (BY OTHERS)

PAREX USA PRIMER

PAREX USA PRIMER

IN PAREX USA BASECOAT

PAREX USA REINFORCING MESH EMBEDDED

PRE-DRILLED HOLES

HOLES, SET IN SEALANT (BY OTHERS) (SEE NOTE 2)

PVC PIPE SLEEVE INSERTED INTO PRE-DRILLED

FASTENER

HANDRAIL POST

DECK

DECK FRAME

(BY OTHERS) W/ WEEPS @ 16" O.C.

CLOSED CELL BACKER ROD & ELASTOMERIC SEALANT

AIR SEAL (BY OTHERS)

JAMB

WATER-RESISTIVE & AIR BARRIER COATING

EMBEDDED IN PAREX USA

SILL

CUT

FOLD

RESISTIVE & AIR BARRIER COATING

EMBEDDED IN PAREX USA WATER-

RESISTIVE & AIR BARRIER COATING

EMBEDDED IN PAREX USA WATER-

BARRIER COATING

USA WATER-RESISTIVE & AIR

TAPE COATED OVER WITH PAREX

DRAINAGE

PITCH FOR

HEM

WATER TIGHT SEAMS

BACK FLANGE OF WINDOW HEAD FLASHING

AIR BARRIER COATING LAPPED OVER

BACK FLANGE OF WINDOW HEAD FLASHING

WINDOW HEAD FLASHING (BY OTHERS)

PAREX USA SHEATHING JOINT TAPE BUTTERFLY

WINDOW HEAD PRIOR TO INSTALLING WINDOW HEAD FLASHING

WATER-RESISTIVE & AIR BARRIER COATING INTO

RETURN PAREX USA SHEATHING JOINT TAPE &

POLYSTYRENE

EXPANDED

CORNERS OF

INTERLOCK

SEE ALSO DETAIL W1.01 & W1.03

AT HEAD APPLICABLE.

DETAIL G1.05

CORNER

OUTSIDE

SEE ALSO

FOR FOUNDATION TERMINATION

SEE DETAILS T1.01 AND T1.02

DIAGONALLY IN PAREX USA BASECOAT AT CORNERS

USA REINFORCING MESH EMBEDDED

9" X 12" (222MM X 300MM) PAREX

DETAIL G1.05

CORNER

OUTSIDE

SEE ALSO

lo tt e

MFE-1405966-A028

EIFS DETAILS

NOT TO SCALEA028

SWM R1.02B SECTION AT FASCIA/SOFFIT WITHOUT INSULATION

SWM P1.07 HANDRAIL ATTACHMENT (BY OTHERS) SWM P1.01 FIXTURE ATTACHMENT (BY OTHERS)

SWM W1.02 TERMINATION AT WINDOW HEAD

SWM W1.04 TERMINATION AT WINDOW JAMB

SWM W1.03A TERMINATION AT METAL FLASHED WINDOW SILL (2D)

SWM G1.03A ROUGH OPENING

FLASHING PROCEDURE (HEAD IS SIMILAR) SWM G1.03B ROUGH OPENING FLASHING PROCEDURE CONTINUED SWM G1.04 PRELIMINARY MESH APPLICATION mfe-1405966-a028

2024-04-17T08:56:49-0500

KEVIN D MILES

2024-04-12T11:07:20-0500

JELANI K JONES

IN 2ND FLOOR OFFICES

REPLACE DAMAGED CEILING TILE (INDIVIDUALLY)

EXISTING REFRIGERATOR

REMOVE AND DISPOSE

ADJACENT WALL

INTERIOR WALL TO MUCH

INFILL HVAC AND REPAIR

REF. MECH. DRAWING

NEW WALL OPENING

REF. MECH. DRAWING

NEW WALL OPENING

STAIR AND ENCLOSURE

EXISTING ROOF ACCESS

SAFETY GLASS

INSULATED

ALUMINUM

GLASS (100 SQ. IN.)

WIRE SAFETY

B-LABEL

HM.

(DOOR RELEASE)

PANIC EVICE

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

SECOND FLOOR PLAN

A029

FOURTH FLOOR PLAN

DN.

SECRETARY'S OFFICE

MANAGER'S OFFICE

CABLESDUCTS

GENERAL OFFICE

CAB REFLECTIVE CIELING PLAN

CLCLCLCLTOWER

RADIO EQUIPMENT ROOM

GENERAL OFFICE

WELL

STAIR

MULTI-PURPOSE

EQUIPMENT

RADIO

OFFICE

GENERAL

CAB FLOOR

5TH FLOOR LOW ROOF

5TH FLOOR

4TH FLOOR

3RD FLOOR

2ND FLOOR

GROUND FLOOR

CROSS SECTION

lo tt e

MFE-1405966-A029

FLOOR PLANS AND SECTION

1. REPLACE CEILING TILES AROUND ROOF ACCESS STAIRWAY.

2. ABUTE CEILING GRID TO ALL SIDES OF ROOF ACCESS STAIRWAY AND FILL IN WITH

TILE OR SIMILAR TO CREATE A FINISHED CEILING LOOK.

3. PAINT ROOF ACCESS STAIRWAY 'BLACK' TO MATCH CEILING.

4. ADD A MISSING STAIR RUNG ABOVE LADDER.

CEILING NOTES:

H.M.

H4

DOOR SCHEDULE

REMARKSTRANSOM SIZE

MATERIALTYPE

SET

HARDWARE

DOOR

MATERIALTYPE

DOOR SIZENO.

UNITS IN SIDE LIGHTS AND DOORS

INSULATING SAFETY GLASS WINDOW

1 ENTRANCE (PAIR) D H1 AA

AA

NO TRANSOM

CABLE CHASE

2'-0"x 3'-0" x 1 3/4"

DUCT SHAFT

H2H.M.C

H4H.M.B

H3A H.M.

H3H.M.A

H3

H4

H.M.A

H.M.B

H.M.H5H.M.A

H.M.H6H.M.C

DOOR HOLDER

DOOR NO. 14 WITH MAGNETIC

CATWALK22

JUNCTION ROOM21

CAB STAIR20

SECRETARY'S OFFICE

2ND FLOOR

TELEPHONE ROOM

ELECTRIC ROOM

ALUMINUM

3 RD FLOOR

4 TH FLOOR

STOR. EQUIP.

TOILET MECH.

1. DOOR SCHEDULES AND DOOR NUMBERS ARE TO BE CONSIDERED A REFERENCE FROM ORIGINAL CONSTRUCTION DOCUMENTS.

ALL ELEMENTS WILL REQUIRE FIELD VERIFICATION.

2. ORIGINAL DOOR SPECIFICATION ARE NOT AVAILABLE. ALL REPLACED DOOR HARDWARE WILL REQUIRE FIELD VERIFICATION.

3. ALL EXISTING DOOR SIGNAGE TO BE REPLACED WITH SAME MATERIAL, COLORS AND LABELS. SEE RE FOR ACCEPTABLE

ALTERNATIVES.

4. EXTERIOR DOOR HARDWARE GUIDELINE:

A) BMHA GRADE 1 STOREROOM FUNCTION LOCKSET CAPABLE OF ACCEPTING A BEST 7 PINCORE.

B) NO ROUND KNOBS.

C) USE NON-REMOVABLE PIN HINGES.

D) USE LATCH GUARD ON SINGLE DOORS.

E) USE ASTRAGALS ON DOUBLE DOORS.

F) BET LOCK SYSTEMS INC. SHALL BE USED. APPROVAL NEEDED. FOR ALTERNATIONS.

5. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE SCHEDULED OR DETAILED.

6. REPLACE ALL EXTERIOR DOORS. SCOPE DOES NOT INCLUDE INTERIOR DOORS

7. INSTALL A LATCH GUARD ON THE NEW CATWALK DOOR.

DCBA AA

DOOR

HM.

HM.HM.

B-LABEL

DOOR SCHEDULE

mfe-1405966-a029

2024-04-17T08:57:14-0500

KEVIN D MILES

2024-04-12T11:07:33-0500

JELANI K JONES

FUEL TANK

EXISTING 1000 GALLON

ENTRANCE SEE PLAN NOTE 9.

EXISTING CONCRETE DUAL MANHOLE

STRUCTURAL SHEET

AROUND TOWER SEE

NEW FOUNDATION BEAM

HVAC TO REMAIN

SEE NOTE 4.

NEW EQUIPMENT PAD

NEW HVAC

PAD SEE NOTE 4.

NEW EQUIPMENT

EXISTING FENCE SLOPE SLAB AWAY FROM BUILDING.

BETWEEN ENTRYWAY AND SIDEWALK.

DEMO AND REPLACE CONCRETE SLAB

TRAILER. REFER TO SPEC

CONTRACTOR TO SUPPLY RE

LOCATION OF STAGING AREA.

COR/RE SHALL DETERMINE FINAL

OF 25 FEET AWAY FROM SECURITY FENCE.

CONTRACTOR MUST REMAIN A MINIMUM

FREE FROM DEBRIS AT ALL TIMES.

THIS AREA SHALL REMAIN CLEAN AND

CONTRACTOR PARKING AND STAGING.

NOTE: HVAC PAD INTERFERANCE

TO MATCH SIDING EDGE

NEW FENCE POST END

SIDEWALK

RAMP

TO MATCH NEW SIDING EDGES

NEW FENCE POST ENDS

LIMITED AT EMPLOYEE GATE

PARKING ACCESS

ELECTRICAL

AS NEEDED WHEN GRADE BEAM COMPLETED

FILL IN EXISTING SOIL DEPRESSIONS

EXISTING SIDEWALK

USE 6 X 6 - W4.0 X W4.0 WWF

4" AGGREGATE BASE

SEE NOTE 3

SUBGRADE PREP

6' RAMP

TAP

ER

2'

TAP

ER

VARI

ES

5'

MI

TEXTURED SURFACE

LOCATIONS

IN SOME

CONCRETE WALK

SITE PLAN

C001

LOCATION OF STAGING AREA.COR/RE SHALL DETERMINE FINALOF 25 FEET AWAY FROM SECURITY FENCE.CONTRACTOR MUST REMAIN A MINIMUMFREE FROM DEBRIS AT ALL TIMES.THIS AREA SHALL REMAIN CLEAN ANDCONTRACTOR PARKING AND STAGING.

TOWER

SIDEWALK DETAIL

DETAIL NOTES:

PAVEMENT AND BUILDINGS.

FILLER SPACED AT 10' MAX INTERVALS AND WHERE ABUTS

1. 1/2" EXPANSION JOINT WITH PRE MOLDED EXPANSION JOINT

AND GUTTER

DEPRESSED CURB

PLAN

SIDEWALK RAMP

lo tt e

-c

MFE-1405966-C001

PLOT LAYOUT

-c

1. TRENCHES ADJACENT TO ATCT FOUNDATIONS MUST BE DONE WITH HYDRO

EXCAVATION.

2. ALL EXISTING CONDUITS CONTAINING ELECTRICAL, TELCO, GAS, ETC. MUST BE

RELOCATED AT LEAST 18 INCHES AWAY FROM ORIGINAL BUILDING FOUNDATION TO

MAKE ROOM FOR NEW SIDING AND GRADE BEAM.

3. THE SOILS UNDER NEW SIDEWALKS, SLABS, AND GRADE BEAM MUST BE COMPACTED TO

95% MAX ASTM D698 DENSITY.

4. SEE STRUCTURAL DRAWINGS FOR PAD REQUIREMENTS. SEE MECHANICAL DRAWING

FOR PAD EXTENTS.

5. CONTRACTOR MUST PROVIDE TEMPORARY AC FOR EVERY TOWER LOCATION

DISTURBED BY CONSTRUCTION ACTIVITIES. SEE SPECIFICATION.

6. CONTRACTOR MUST MAINTAIN FIRE LIFE SAFETY ASSOCIATED WITH GAS SERVICE TO

FAA EG POWER BACKUP (STAIRWAY PRESSURIZATION).

7. CONTRACTOR MUST PROVIDE A HYDROXL GENERATOR FOR ODOR CONTROL DURING

TOWER OPERATING HOURS WITHIN 12 HOUR NOTICE FROM RE. THE RE WILL

COORDINATE ORDER COMPLAINTS FROM FACILITY.

8. POWER OUTAGES ARE EXPECTED FOR UTILITY RELOCATIONS. COORDINATE ACTIVITIES

WITH RE. NIGHT WORK AND ADVANCED NOTICE REQUIRED. REFER SPECIFICATIONS.

9. ALL GRASS AND LANDSCAPING DAMAGED BY CONSTRUCTION EFFORTS MUST BE

REPLACED.

10. ADD MECHANICAL SECURITY HARDWARE TO THE EXISTING MANHOLE COVERS.

mfe-1405966-c001

2024-04-17T08:54:14-0500

KEVIN D MILES

2024-04-12T11:01:52-0500

JELANI K JONES

CAB WINDOW DEFOGGER DETAILSMFE-1405966-M012

CAB WINDOW DEFOGGER DETAILSMFE-1405966-M011

CAB WINDOW DEFOGGER PLANSMFE-1405966-M010

HVAC SCHEDULES AND DETAILSMFE-1405966-M003

HVAC CONSTRUCTION PLAN 1ST, 4TH AND 5TH FLOORMFE-1405966-M002

MECHANICAL DEMOLISH PLAN 1ST AND 4TH FLOORMFE-1405966-M001

FRAMING DETAILSMFE-1405966-S003

METAL STUD DETAILSMFE-1405966-S002

FOUNDATION PLANMFE-1405966-S001

STRUCTURAL

FLOOR PLANS AND DOOR SCHEDULEMFE-1405966-A029

EIFS DETAILSMFE-1405966-A028

EIFS DETAILSMFE-1405966-A027

PVC ROOFING DETAILSMFE-1405966-A026

ROOF AND CATWALK DETAILSMFE-1405966-A025

ELEVATIONMFE-1405966-A024

ELEVATIONMFE-1405966-A023

CAB ROOF PLANMFE-1405966-A022

CATWALK ROOF PLANMFE-1405966-A021

FLOOR PLANMFE-1405966-A020

ARCHITECTURAL

PLOT LAYOUT MFE-1405966-C001

CIVIL

COVER SHEET AND INDEX OF DRAWINGSMFE-1405966-G011

GENERAL

DRAWING TITLEDRAWING NO.

INDEX OF DRAWINGS

lo tt e

-g

MC ALLEN, TEXAS

MC ALLEN INTERNATIONAL AIRPORT

REFURBISH ATCT STRUCTURE

T OF TRANSPO

T A

IC

OF

STATES

IT

P A

TM

EN

AVIA

LA

TRAT

SI

NI

MFE-1405966-G011

COVER SHEET AND INDEX OF DRAWINGS

-g mfe-1405966-g011

2024-04-17T08:54:01-0500

KEVIN D MILES

2024-04-12T11:01:13-0500

JELANI K JONES

CONCRETE FLOOR

FD 24"X22"

DEMOLISH CONCRETE PAD (TYP)

DEMOLISH CONCRETE PAD

COMPONENTS

ASSOCIATED ELECTRICAL

EXHAUST DUCT AND

ALONG WITH CONDENSER

EXISTING PACKAGED UNIT

REMOVE AND DISCARD

LEAVE IN PLACE

EXISTING CONCRETE PAD

REMOVE DIFFUSERS

REMOVE AIR DAMPER

lo tt e

DUCTS

CABLES

MECHANICAL EQUIPMENT

MULTI-PURPOSE ROOM

GROUND

AHU-2

SERVICE

ELECTRIC

CU-4

CU-3

FLOOR

FIRST FLOOR

M001

CABLE PIT

CU-2

CU-1

DETAIL NOTE

· DEMOLISH AND REMOVE CONCRETE PAD

· CUT AND DRAIN REFRIGERANT LINES

· REMOVE CONDUITS AND PULL WIRES ALL THE WAY TO THE PANEL

· DEMOLISH AND REMOVE UNISTURT RACK

· DISCONNECT AND STORE CONDENSING UNIT FOR REINSTALLATION

(TYPICAL FOR ALL CU’S)

DEMOLITION

MFE-1405966-M001

MECHANICAL DEMOLITION PLAN

1ST AND 4TH FLOOR

FIRST FLOOR PLAN

SCALE: 3/16" = 1'-0"M001

SECTION A

NOT TO SCALEM001

SCALE: 3/16" = 1'-0"M001

4' 0 4' 12'

SCALE: 3/16" = 1'-0"

8' mfe-1405966-m001

2024-04-17T09:11:41-0500

KEVIN D MILES

2024-04-12T11:10:03-0500

JELANI K JONES

2520 CFM

RD-1

ORIGINAL CONCRETE FLOOR

1 1/8" REFRIGERANT VAPOR LINES

1/2" REFRIGERANT LIQUID LINES

APPROXIMATELY 4'-6" INTERVALS

SUPPORT FOR REFRIGERANT PIPING AT

POWER PANEL ON 4TH FLOOR

1-1/4" RIGID CONDUIT TO "AHU"

AND LIQUID LINES (2 CIRCUITS)

REFRIGERANT VAPOR LINES (W/1 1/2" INSULATION)

TOWER SIDING

CONCRETE FOOTER

12" DIA x 24" DEEP

CONCRETE FLOOR

SUPPLY DIFFUSERS

NEW 22" CIRCULAR

OF DUCT WORK

CLEAN ENTIRE INTERIOR

SPLIT UNIT (AHU-5)

MOUNTED

NEW WALL

AIR OPENING WITH LOUVER

NEW CONDENCER EXHAUST

TOWER WALL SEE DETAIL A/M002

18" MIN AWAY FROM

4000 PSI CONCRETE.

NEW CONCRETE PAD 6" THICH.

18" MIN

REFRIGERENT LINES TO AHU-5 BELOW

NEW SAC-1 SEE NOTE 11

SWITCH SEE NOTE 6.

NEW SAC-1 DISCONNECT

W/ INSECT SCREEN.

MANUAL DAMPER WITH LOUVER

NEW 12"X12" FRESH AIR INTAKE

EXHAUST OPENINGS.

COMMON DUCT FOR BOTH COND.

NEW CONDENSER EXHAUST 34"X14"

SEE NOTE 6.

NEW WIRING AND COUDUIT FOR SAC-1

SEE NOTE 7

EQUIPMENT PANEL ON THE 4TH FLOOR

NEW WIRING AND COUNDUIT TO

1'-6"

6'-4"

1'

WITH INSULATION. (TYP)

NEW REFRIGERNAT LINES

SEAL ALL PENETRATIONS.

CONDUITS THROUGH THE SAME OPENING

RUN REFRIGERANT LINES, ELECTRICAL

MINIMIZE BUILDING PENETRATIONS

NOTE 10

1/2" EMT AND WIRING TO THE UNIT.

PROVIDE AND INSTALL SAC-1 THERMOSTAT.

NEW CONDENSING UNIT CU-5

lo tt e

DN

LOW ROOF

JUNCTION

FLOOR

FIRST FLOOR

1. CONTRACTOR TO PROVIDE AND INSTALL FOUR (4) NEW DISCONNECT SWITCHES

- FOR CONDENSING UNITS (CU-1, 2 AND 4). DISCONNECTS ARE 60 AMP RATED NEMA

4X STAINLESS STEEL "HEAVY DUTY", 240 VAC, FUSED AT 50 AMPS.

- FOR CONDENSING UNIT (CU-3). DISCONNECT ARE 60 AMP RATED NEMA 4X

STAINLESS STEEL "HEAVY DUTY", 240 VAC, FUSED AT 35 AMPS.

2. PROVIDE AND INSTALL A GFI DUPLEX RECEPTACLE WITH A CLEAR PLASTIC COVER.

MOUNT ON UNI-STRUT SUPPORT. SEE SECTION DETAIL "A" FOR MOUNTING OF

DISCONNECT SWITCH.

3. FOR CU'S 1,2 AND 4, ROUT NEW 3 6 AWG AND 6 AWG GND, UP TO AHU PANEL ON

4TH FLOOR. FOR CU-3 ROUT 3 6 AWG AND 6 AWG GND UP TO THE PANEL ON THE

3RD FLOOR. USE EXISTING CONDUIT INSIDE THE BUILDING. INSTALL NEW RIGID

STEEL CONDUIT FOR THE OUTSIDE PORTION.

4. TERMINATE FEEDERS FOR CU'S 1,2 AND 4 TO EXISTING 3-POLE, 50A CIRCUIT

BEAKERS AT THE AHU PANEL.

5. TERMINATE FEEDERS FOR CU'S 3 TO EXISTING 3-POLE 35A CIRCUIT BEAKERS.

6. FOR SAC-1, PROVIDE NEMA 3R HEAVY DUTY DISCONNECT SWITCH 60A RATED

FUSED AT 30 AMPS. PROVIDE AND INSTALL 3/4" EMT CONDUIT AND ROUT 3 10

AWG AND 10 AWG GND TO THE AHU PANEL ON THE 4TH FLOOR. PROVIDE AND

INSTALL NEW 30 AMP 3P CIRCUIT BREAKER AT THE AHU PANEL.

7. FOR CU-5, PROVIDE NEMA 4X STAINLESS STEEL HEAVY DUTY DISCONNECT SWITCH

30A RATED FUSED AT 15 AMPS. PROVIDE AND INSTALL 3/4" RMC AND ROUTE 2 12

AWG AND 12 AWG GND TO THE AHU PANEL ON THE 4TH FLOOR. PROVIDE AND

INSTALL NEW 15 AMP 2P CIRCUIT BREAKER AT THE AHU PANEL.

8. ROUTE A NEW 3/4" RMC WITH 2 12 AWG AND 12 AWG GND. FROM CU-5 TO AHU-5.

9. UPDATE PANEL SCHEDULE WITH NEW CIRCUIT BREAKER SIZES AND CONNECTIONS.

10. PROVIDE AND INSTALL FLEX DUCT BETWEEN NEW UNIT AND EXISTING DUCTWORK.

11. MOUNT NEW SAC-1 ON EXISTING CONCRETE RAISED SLAB WITH 3/4"

ANCHOR BOLTS AND NEOPRENE ISOLATION PADS (ASHARE TYPE 1) ON 4

CORNERS.

12. ALL ELECTRICAL AND GROUNDING WORK SHALL CONFORM TO THE LATEST FAA

STANDARDS 1217H AND 019F.

13. PROVIDE HOODS OR JUNCTION BOXES AT HVAC RELATED WALL PENETRATIONS.

CU-1

CU-2

DETAIL NOTE

· PROVIDE NON-PENETRATING EQUIPMENT

STANDS FOR THE NEW CONDENSING UNIT

400 CFM

550 CFM

550 CFM

MFE-1405966-M002

HVAC CONSTRUCTION PLAN

1ST, 4TH & 5TH FLOOR

FIRST FLOOR PLAN

SCALE: 3/16" = 1'-0"M002

SECTION A

NOT TO SCALEM002

FIFTH FLOOR PLAN

(TYPICAL FOR ALL CU'S)

M003 mfe-1405966-m002

2024-04-17T09:11:49-0500

KEVIN D MILES

2024-04-12T11:13:28-0500

JELANI K JONES

40MAHBQ12XA3CARRIERCOND. FED1214.30357WALL MOUNT4TH FLR TEL RM4TH FLOOR TEL RMAHU-5

TWE120B300ELTRANE6032082.00103.30117.601.803600VERTICAL3RD FLR EQ RM3RD FLOORAHU-4

FB4CNP048CARRIER6012083/430300.901800VERTICAL2ND FLR EQ RM2ND FLOORAHU-3

TWE120B300ELTRANE6032082.00103.30117.602.204000VERTICALCAB4TH FLOOR EQ RMAHU-2

TWE120B300ELTRANE6032082.00103.30117.602.204000VERTICALCAB4TH FLOOR EQ RMAHU-1

HZPHVHPSENS MBHTOTAL MBH

MODEL NOMANUFACTURER

ELECTRICAL DATACOOLING CAP

EXTERNAL SP IN WG.AIR FLOW CFMTYPESERVESLOCATIONMARK

AIR HANDLER SCHEDULE

38MARBQ12AA3CARRIER8.50601208132410.0511R-410A112AHU-55TH FLR CATWALKCU-5

TTA12043DAB00AETRANE16.20603208780021.0012R-410A2110AHU-4OUTDOORCU-4

PA14NC048-APAYNE15.50601208345411/411R-410A141.87AHU-3OUTDOORCU-3

TTA120H300AATRANE17.80603208750021.0012R-410A2110AHU-2OUTDOORCU-2

TTA12043DAB00AETRANE16.20603208780021.0012R-410A2110AHU-1OUTDOORCU-1

RLAHZPHVHP EANO.

FAN SCFMNO REFR CIRC

COND FANS

SUCT TEMP

STAGES

NO. OF

REFR. TYPENO.

MODELMANUFACTURER

MOTOR DATA

CONDENSOR DATACOMPRESSOR DATA

NET COOLING CAP. MBHSERVESLOCATIONMARK

AIR COOLED CONDENSER SCHEDULE

50XC06AA-D5GFGD2CARRIER60320821R-410A1.008780.7036.806375681600VERTICAL4TH FLR. EQ. RM.SAC-1

HZPHVSUCT TEMP FSTG.QTYREFRIG TYPEHPRPM

WG

EXP SP IN.

MIN ROWSFACE SQFTWBDBSENS MBHTOTAL MBH

MODELMANUFACTURER

ELEC.DATACOMPRESSOR DATASUPPLY FAN DATACOOL COILENT. AIR TEMP. FNET COOLING CAP

AIR FLOW CFMTYPELOCATIONMARK

SELF CONTAINED AIR CONDITIONING UNIT SCHEDULE

STAINLESS STEEL PIPE CAP (TYP)

STAINLESS STEEL UNISTRUT (TYP)

2" 316SS STAND PIPE (TYP)

1" LIQUID TIGHT FLEX TO COND. UNIT (TYP)

3/4" RMC

NEMA 4X HD DISCONNECT (TYP)

ELEC. OUTLET WITH COVER

1 1/4 " RMC

1"RMC

CLAD GROUND ROD

3/4" X 10' COPPER

ENDS TO THE UNITS.

CONNECT 3/4" LIQUID TIGHT ON BOTH

3/4" RMC WITH THERMOSTAT CABLE.

4 WAY LB

INTO THE BUILDING

3 WAY LB

PIPE GROUNDING CLAMP

2 AWG GROUNDING CABLE

3/4" PVC CONDUIT IN CONCRETE

EXOTHERMIC WELD (TYP)

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HDSS

60A

HDSS

60A

MFE-1405966-M003

HVAC SCHEDULES AND DETAILS

CONDENSOR ELECTRICAL RACK

NOT TO SCALEM003

DETAIL NOTES

· OVERALL DIMENSIONS OF EQUIPMENT RACK AND PLACEMENT OF ENCLOSURE COMPONENTS

ARE TYPICAL BUT MAY VARY.

· ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. MYERS HUB ASSEMBLY (OR SYM.)

· EARTH ELECTRODE CONDUCTOR TO BE SIZED IN ACCORDANCE WITH NEC TABLE 250.66

BASED ON THE SERVICE ENTRANCE CONDUCTOR(S) SUPPLING THE FIRST SERVICE

DISCONNECTING MEANS, BUT NO SMALLER THAN A #2 AWG.

· GREY PVC MUST BE USED U.N.O.

MFE-1405966-M003

HVAC SCHEDULES AND DETAILS

mfe-1405966-m003

2024-04-17T09:11:57-0500

KEVIN D MILES

2024-04-12T11:14:52-0500

JELANI K JONES

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CABLES DUCTS

MULTI-PURPOSE…