Drawings.pdf

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

DOD LOCK PROGRAM RDT&E PROJECT SUPPORT

SMART MAGAZINE MODIFICATIONS

DRAWING INDEX

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GENERAL

STRUCTURAL

GENERAL NOTES

FOOTING & FOUNDATION AND ROOF PLANS

FRONT ELEVATION

WALL SECTION

WALL SECTION

CONCRETE ARCH MAGAZINE

ELECTRICAL

DEMOLITION ELEVATIONS AND PLAN

DOOR ELEVATION, NOTES AND SCHEDULES

DOOR ELEVATION AND DETAILS

DOOR PANEL ELEVATIONS

DOOR ELEVATIONS AND DETAILS

DOOR ELEVATION AND STIFFENER DETAILS

DETAILS

PADEYE ATTACHMENT DETAILS

DOOR ELEVATION AND DETAILS

CANOPY PLAN AND SECTIONS

STRUCTURAL DEMOLITION

WALL SECTION

WALL SECTION

G-001 01 PROJECT COVER SHEET

S-001 S-D01

S-101

S-201

S-301

S-302

S-303

S-304

S-305

S-501

S-502

S-701

S-702

S-703

S-704

S-705

S-706

S-707

E-D01

DETAILSS-307

WALL SECTION

GROUND PLAN AND ELEVATIONSE-102

ELECTRICAL DETAILS AND PANEL SCHEDULEE-103

E-104 ELECTRICAL DETAILS

S-306

WALL SECTION

SITE

SITE PLANC-001 02

VICINITY MAP

VENT OPENING DETAILSS-504

CANOPY DETAILSS-503

ELECTRICAL ABBREVIATIONSE-001 26

FLOOR PLAN - LIGHTING/POWERE-101 28

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WELDMENTS

W-101 DOOR AND LOCK PILASTER INSERTS

W-102

DOOR AND LOCK PILASTER INSERTS

W-103

DOOR AND LOCK PILASTER INSERTS

W-105

DOOR AND LOCK INSTALLATION NOTES

W-201 HORIZONTAL PILASTER WELDMENT

W-202

HORIZONTAL PILASTER WELDMENT

W-203

HORIZONTAL PILASTER WELDMENT

W-204

HORIZONTAL PILASTER WELDMENT

W-301

VERTICAL PILASTER WELDMENT

W-302

VERTICAL PILASTER WELDMENT

W-303

VERTICAL PILASTER WELDMENT

W-304

VERTICAL PILASTER WELDMENT

W-305

VERTICAL PILASTER WELDMENT

W-306

BAR, VERTICAL PILASTER WELDMENT

W-401

DRIVE-THRU TRENCH SUBASSEMBLY

W-402

DOOR TRENCH WELDMENT, DRIVE-THRU

W-403

DOOR TRENCH WELDMENT, DRIVE-THRU

W-404

DOOR TRENCH WELDMENT, DRIVE-THRU

W-405

DOOR TRENCH WELDMENT, DRIVE-THRU

W-406

TRENCH COVER WELDMENT, DRIVE-THRU

W-407

TRENCH COVER WELDMENT, DRIVE-THRU

W-408

TRENCH COVER WELDMENT, DRIVE-THRU

W-409

LINK, TRENCH COVER

W-410

HINGE PIN, TRENCH COVER

W-501

NON DRIVE-THRU TRENCH SUBASSEMBLY

W-502

DOOR TRENCH WELDMENT, NON DRIVE-THRU

W-503

DOOR TRENCH WELDMENT, NON DRIVE-THRU

W-504

DOOR TRENCH WELDMENT, NON DRIVE-THRU

W-505

DOOR TRENCH WELDMENT, NON DRIVE-THRU

W-506

TRENCH COVER WELDMENT, NON DRIVE-THRU

W-507

TRENCH COVER WELDMENT, NON DRIVE-THRU

W-601

TAPERED DOOR GUIDE

W-603

RECEIVER, LOCKING T BOLT

PADEYE DETAILSS-708 25

W-307 CORING HOLE TUBE WELDMENT

W-602 DOOR BUMP STOP

W-104 DOOR AND LOCK PILASTER INSERTS35

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

717713

0 72

7 2

2 72

748749750 747

MSA SECURITY ROAD

SITE NOTES:

LEGEND:

APPROXIMATE

CONSTRUCTION AREA LIMITS

MSA

RESTRICTED

AREA

(U N

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BASE CONTRACTOR

ACCESS GATE

PROJECT MAGAZINE

BUILDING 710

MSA

ACCESS GATE

MSA

ACCESS GATE

CONTRACTOR TRAILER

& LAYDOWN AREA

CONTRACTOR RESPONSIBLE

FOR MAINTAINING PRESENT

CONDITION OF UNPAVED ROAD

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

GENERAL:

1. ALL DETAILS, SECTIONS, AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL

AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS NOTED OR SHOWN OTHERWISE.

NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES.

GENERAL NOTES SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS.

2. REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR

THE STRUCTURAL DRAWINGS.

3. ALL CONSTRUCTION AND INSPECTION SHALL BE IN ACCORDANCE WITH UFC 1-200-01

(16 AUGUST 2010), UFC 3-301-01 (20 JULY 2010) AND 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS AND SHALL NOT

PROCEED WITH THE WORK INVOLVED UNTIL THE INSPECTIONS HAVE BEEN DONE.

4. THE CONTRACTOR SHALL ALLOW FOR OBSERVATION VISITS BY CONTRACTING OFFICER'S

REPRESENTATIVE AT KEY CONSTRUCTION MILESTONES.

5. THE CONTRACTOR MUST SUBMIT A WRITTEN REQUEST FOR, AND OBTAIN THE CONTRACTING

OFFICER'S REPRESENTATIVE WRITTEN PRIOR APPROVAL FOR ALL CHANGES, MODIFICATIONS,

AND/OR SUBSTITUTIONS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTION IN AND AROUND THE

JOB SITE AND/OR ADJACENT PROPERTIES.

7. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING FOR ALL PORTIONS OF THE

BUILDING AND DOORS UNTIL THE ENTIRE REMODEL OF THE STRUCTURE IS COMPLETE.

8. IF EXISTING CONDITIONS AT THE SITE ARE NOT AS SHOWN ON THE DRAWINGS, THE CONTRACTING

OFFICER'S REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY. CHANGES MAY OCCUR DUE TO

SUCH VARIATIONS IN EXISTING CONDITIONS.

9. ALL EQUIPMENT ANCHOR BOLT SIZES AND LOCATIONS SHALL BE VERIFIED IN THE FIELD WITH THE DOOR MANUFACTURER'S CERTIFIED DRAWINGS, LATEST REVISION, BEFORE PLACING CONCRETE.

10. NO PENETRATIONS SHALL BE ALLOWED THROUGH ANY CONCRETE BEAMS, COLUMNS, PIERS, OR

JAMBS, WITHOUT THE STRUCTURAL ENGINEER'S WRITTEN APPROVAL. MECHANICAL AND/OR

OTHER PENETRATIONS SHALL BE RE-ROUTED AS REQUIRED AT THESE LOCATIONS.

11. ALL PENETRATIONS THROUGH ANY CONCRETE WALLS SHALL BE BUILT INTO THE WALL AS THE

WALL IS BEING CONSTRUCTED AND SHALL BE REVIEWED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO INSTALLATION.

12. THE CONTRACTOR SHALL COORDINATE ALL WORK BETWEEN THE VARIOUS TRADES. ALL

OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS

AND/OR THE SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER'S REPRESENTATIVE BEFORE PROCEEDING WITH ANY WORK INVOLVED.

FOUNDATION NOTES:

1. THE FOUNDATION DESIGN HAS BEEN PREPARED BASED ON A GEOTECHNICAL REPORT PREPARED

BY MIDWEST TESTING LABORATORY, DATED JANUARY 17, 2013 AND THE FOLLOWING CRITERIA.

2. THE FOUNDATIONS SHALL BE DESIGNED USING THE FOLLOWING ALLOWABLE BEARING

PRESSURES:

DEAD PLUS LIVE LOAD................................................................. 3,000 PSF

TOTAL DESIGN LOAD (INCLUDING WIND OR SEISMIC)............ 4,000 PSF

3. FOOTINGS SHALL HAVE A MINIMUM BOTTOM DEPTH OF 3 FEET BELOW ADJACENT GRADE.

4. ALL FILLING, BACKFILLING AND COMPACTING SHALL BE PER GEOTECHNICAL REPORT.

5. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM EITHER SURFACE, WATER, GROUND WATER OR SEEPAGE.

6. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANKS.

7. EXCAVATION FOR FOUNDATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO PLACING THE REINFORCING AND CONCRETE.

8. SHALLOW FOOTING FOUNDATIONS SHALL BE PLACED AND INSTALLED IN ACCORDANCE WITH THE

CONSTRUCTION DRAWINGS. SPECIFICATIONS, AND GEOTECHNICAL REPORT PREPARED FOR THE

PROJECT.

9. FOUNDATION BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE

MECHANICALLY COMPACTED IN LAYERS TO THE APPROVAL OF THE CONTRACTING OFFICER'S

REPRESENTATIVE. FLOODING WILL NOT BE PERMITTED.

SPECIAL INSPECTIONS:

1. THE CONTRACTOR SHALL RETAIN QUALIFIED SPECIAL INSPECTORS TO INSPECT THE FOLLOWING

WORK. THE WORK AND REPORTS OF THE SPECIAL INSPECTOR OR INSPECTORS SHALL MEET THE

REQUIREMENTS OF INTERNATIONAL BUILDING CODE CHAPTER 17.

a) SOILS

b) CONCRETE AND REINFORCING STEEL

c) INSTALLATION OF ANCHORS IN EXISTING AND NEW CONCRETE

d) STRUCTURAL STEEL, INCLUDING WELDING AND HIGH STRENGTH BOLTING

CONCRETE:

1. ALL REINFORCED CONCRETE SHALL COMPLY WITH ACI 318-08, BUILDING CODE REQUIREMENTS

FOR STRUCTURAL CONCRETE AND COMMENTARY.

2. CONCRETE MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS, LATEST EDITION:

PORTLAND CEMENT................ASTM C150, TYPE I OR II

AGGREGATES..........................ASTM C33

3. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH EQUAL TO AT LEAST 4,000 PSI WITHIN 28

DAYS AFTER PLACING.

4. ALL METAL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60, WITH A MINIMUM YIELD

STRENGTH OF 60,000 PSI, UNO, EXCEPT REINFORCEMENT TO BE WELDED SHALL CONFORM TO

ASTM A706, GRADE 60.

5. ALL REINFORCING BARS SHALL BE DETAILED, BOLSTERED, AND SUPPORTED IN ACCORDANCE

WITH ACI 315-05.

6. ALL REINFORCING BARS SHALL BE SECURELY ANCHORED TO THE FORMS AND SPACED FROM

THEM AS FOLLOWS:

a) FOR CONCRETE NOT EXPOSED DIRECTLY TO THE GROUND OR WEATHER, 3

4” IN SLABS AND

WALLS; 11

2” IN PIERS, COLUMNS, GIRDERS, AND BEAMS.

b) FOR CONCRETE EXPOSED TO THE GROUND OR WEATHER OR AGAINST EXISTING CONCRETE, 2" IN SLABS, WALLS, PIERS, AND COLUMNS; 3" ABOVE BOTTOM OF FOOTINGS.

7. POST INSTALLED ADHESIVE ANCHORS IN CONCRETE SHALL BE HILTI HY-150 MAX OR APPROVED

EQUIVALENT.

STEEL:

1. ALL STRUCTURAL STEEL AND STRUCTURAL STEEL WORK SHALL COMPLY WITH THE THIRTEENTH

EDITION OF THE A.I.S.C. STEEL CONSTRUCTION MANUAL, AND ANSI/AISC 360-05 SPECIFICATION

FOR STRUCTURAL STEEL BUILDINGS.

2. ALL STRUCTURAL STEEL SHALL BE ASTM A572, GRADE 50, EXCEPT ALL STRUCTURAL TUBING SHALL BE MANUFACTURED TO Fy=46 KSI (RECTANGULAR) OR Fy=42 KSI (ROUND) UNDER ASTM

A500, GRADE B.

3. ALL MISCELLANEOUS STEEL AND S SHAPES SHALL BE ASTM A36, EXCEPT ALL PIPE COLUMNS SHALL BE MANUFACTURED TO Fy=35 KSI UNDER ASTM A53, GRADE B.

4. ALL WELDS, WELDING, AND GAS CUTTING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF "AWS D1.1," USING E7OXX ELECTRODES, UNO. ALL WELDERS SHALL BE CURRENTLY CERTIFIED.

ALL SHOP WELDING SHALL BE DONE BY AN APPROVED FABRICATOR AS PER THE IBC.

5. ALL BOLTS SHALL BE ¾” DIAMETER A325 BOLTS, EXCEPT THAT ANCHOR BOLTS SHALL BE A307

BOLTS WITH DIAMETERS AS SPECIFIED. ALL BOLTED CONNECTIONS SHALL HAVE WASHERS AS

PER THE A.I.S.C. SPECIFICATIONS. ALL STEEL TO STEEL CONNECTIONS SHALL BE TIGHTENED

ACCORDING TO AISC SPECIFICATIONS AND LOAD INDICATOR WASHERS SHALL BE USED ON ALL

SLIP CRITICAL TYPE CONNECTIONS.

6. ALL FULL PENETRATION WELDS SHALL BE ULTRASONICALLY OR RADIOGRAPHICALLY TESTED.

EXPLOSIVE SAFETY DESIGN:

1. EXPLOSIVE SAFETY DESIGN LOADS FOR DOOR AND NEW HEADWALL OF MAGAZINES ARE

PRESCRIBED BY DoD 6055.09-M, CHANGE: 12 MARCH 2012. DESIGN GUIDANCE IS PROVIDED BY UFC 3-340-02

(5 DECEMBER 2008).

2. FOR 7-BAR EARTH MAGAZINES (ECMs) WITH A 500,000 LB NET EXPLOSIVE WEIGHTS (NEW) OF HD 1.1

MATERIAL THE TRIANGULAR PULSE LOAD VALUES ARE:

MEMBER PEAK PRESSURE DURATION

DOOR, HEADWALL, HEADER, PILASTER 101.5 PSI 21.74 MS

3. APPROVED LOCATION AND STORAGE CAPACITY OF EACH ECM SHALL BE DETERMINED BY THE

SAFETY OFFICER BASED ON ORIENTATION AND PROXIMITY RELATIVE TO NEARBY

FACILITIES/MAGAZINES.

BASIS OF DESIGN:

APPLICABLE STANDARDS:

GOVERNING BUILDING CODES:

2009 INTERNATIONAL BUILDING CODE (IBC)

UFC 3-301-01 (31 JANUARY 2011) STRUCTURAL ENGINEERING

UFC 3-310-04 (1 MAY 2012) SEISMIC DESIGN FOR BUILDINGS

UFC 1-200-01, (20 NOVEMBER 2011): GENERAL BUILDING REQUIREMENTS

BUILDING OCCUPANCY CATEGORY.................... III

(FOR STRUCTURES CONTAINING EXPLOSIVE MATERIAL)

LIVE LOAD:

FLOOR.......................................................................20,000 LB WHEEL LOAD

OVER 65 SQUARE INCH AREA

SNOW LOAD:

GROUND SNOW LOAD, PF..................................... 60 PSF

SNOW EXPOSURE FACTOR, CE........................... 1.0

SNOW IMPORTANCE FACTOR, IS......................... 1.10

THERMAL FACTOR, CT.......................................... 1.0

WIND DESIGN:

BASIC WIND SPEED (3-SECOND GUST)...............130 MPH

WIND IMPORTANCE FACTOR, IW..........................1.15

WIND EXPOSURE................................................... C

INTERNAL PRESSURE COEFFICIENT...................+/- 0.18 (ENCLOSED)

SEISMIC DESIGN:

SEISMIC IMPORTANCE FACTOR, IE......................1.25

MAPPED MCE, SS....................................................1.95g MAPPED MCE, S1.....................................................0.75g

SITE CLASS..............................................................D

DESIGN, SDS............................................................1.30g DESIGN, SD1............................................................0.75g

SEISMIC DESIGN CATEGORY................................D

BASIC SEISMIC FORCE-RESISTING SYSTEM FOR NEW CONSTRUCTION:

SPECIAL REINFORCED CONCRETE SHEAR WALLS FOR BEARING WALL SYSTEM.

RESPONSE MODIFICATION COEFF, R

SEISMIC RESPONSE COEFF, CS...........................0.325

ANALYSIS PROCEDURE:

EQUIVALENT LATERAL FORCE PROCEDURE

ABBREVIATIONS:

AB DENOTES "ANCHOR BOLT".

DBA DENOTES "DEFORMED BAR ANCHOR".

FSE DENOTES "FINISH SLAB ELEVATION".

FV DENOTES "FIELD VERIFY".

ILD DENOTES "INTERNAL LOCKING DEVICE (NAVFAC ESC)

LLH DENOTES "LONG LEG HORIZONTAL".

LLV DENOTES "LONG LEG VERTICAL".

NIC DENOTES "NOT IN CONTRACT".

NTS DENOTES "NOT TO SCALE".

OC DENOTES "ON CENTER".

TF DENOTES "TOP OF FOOTING ELEVATION".

TOS DENOTES "TOP OF STEEL ELEVATION".

TP DENOTES "TOP OF PIER ELEVATION".

TW DENOTES "TOP OF WALL ELEVATION".

UNO DENOTES "UNLESS NOTED OTHERWISE".

WAS DENOTES "WELDED ANCHOR STUD".

(E) DENOTES "EXISTING" CONSTRUCTION.

NOTE:

DETAILS FOR CONSTRUCTION OF THE DOOR TRENCH

AND JAMB EMBEDMENTS AND THE INTERNAL LOCKING

DEVICE WERE PREPARED BY THE GOVERNMENT.

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A1 DEMOLITION PLAN

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

(E) FOOTING

(E) CONC

PAVEMENT

TO REMAIN

REMOVE (E) 1'-0"

THICK PAVEMENT

FOR NEW FOOTING

10'-0"

CLEAR OPENING

(E) HIGH POINT OF

FLOOR, EL. 100'-0"

(E) CONC WALL

REMOVE

(E) HINGED

TRENCH

PLATE COVER

13'-3" 13'-3"

2'-31 4" 2'-31

4"

18'-0"±

8'-3" 8'-3"

(E) 6"

DRAIN

TILE,

TYP

(E) GRADE

CONTOUR LINES

A1 DEMOLITION FRONT ELEVATION

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

(E) 1'-0" CONC WALL

LIMITS OF EARTH FILL

(E) DRAIN

TILE, TYP

10'-0"

CLEAR OPENING

REMOVE (E) BRACKETS &

HINGE ASSEMBLIES, TYP

REMOVE (E) PAIR OF 47

8"

STEEL SWINGING DOORS

REMOVE

(E) HYDRAULIC

JACKS, TYP

(E) OUTLET

SLEEVE, TYP

(E) 6" Ø PIPE

SLEEVE, TYP

REMOVE (E) CONC DOOR

POCKET 1'-0" HIGH x 81

8" DEEP

FLUSH W/ (E) FOUNDATION WALL

REMOVE (E) CONC CANOPY

1'-01

2" HIGH x 8" DEEP FLUSH

W/ (E) PILASTERS

FINISH GRADE

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A1 FOOTING & FOUNDATION PLAN

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

C1 ROOF PLAN

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

(E) CONC ARCH

ROOF SLAB

NEW CONC WALL

(E) CONC PAVEMENT

NEW SECURITY SCREEN

IN VENTILATION OPENING

NEW METAL CANOPY,

SEE SHEET S-502 FOR

ADDITIONAL INFORMATION.

10'-0"

CLEAR OPENING

(E) HIGH POINT OF

FLOOR, EL. 100'-0"

(E) CONC WALLWALL MOUNTED

OPERATOR W/

WEATHERPROOF

ENCLOSURE

13'-3" 13'-3"

(E) FOOTING

(E) CONC WALL

2'-31 4" 2'-31

4"

6'-1"5'-0"8'-11" 5'-0"

2" 6"

14'-7"21'-0"

3'-6"3'-6"

TRACK BEAM

NEW CONC WALL

NEW CONC FOOTING DOOR GUIDE, TYP,

SEE SHEET W-601

26'-6"

NEW CONC SLAB

W/ TRENCH

NEW TRENCH

DRAIN PIPING, TYP

NEW TRENCH COVER

FOR CLOSED POSITION

DOOR, SEE SHEET W-506

NEW TRENCH

COVER FOR OPEN

POSITION DOOR,

SEE SHEET W-406

3'-7"

LEACH BED

NEW SECURITY HOOD,

SEE SHEET S-502 FOR

ADDITIONAL INFORMATION.

NEW VENT OPENING, SEE

A2/S-504 FOR ADDITIONAL

INFORMATION, TYP

FINISH GRADE

CONTOUR LINES

CONTINUE 6" Ø DRAIN

TILE OPENING THRU

NEW CONC WALL

CONTINUE GUTTER

OUTLET THRU NEW

CONC WALL TO DRAIN

INTO NEW DOOR TRENCH

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A1 FRONT ELEVATION

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

CONTINUE GUTTER

OUTLET THRU NEW

CONC WALL, TYP

8'-6" 6'-1"12'-6"

EL. 100'-0"

(E) 12" CONC WALL

LIMITS OF EARTH FILL

FINISH GRADE

10'-0"

CLEAR OPENING

8'-6"

9'-7"16'-0" 6"

MIN

6"

MIN

CONTINUE 6" Ø DRAIN

TILE OPENING THRU

NEW CONC WALL

SOIL REPLACEMENT

TOP OF WALL

EL. = 114'-83

4"

TOP OF POCKET

EL. = 110'-0"

NEW VENT OPENING, SEE

SHEET S-504 FOR ADDITIONAL

INFORMATION, TYP

NEW METAL CANOPY,

SEE SHEET S-502 FOR

ADDITIONAL INFORMATION

9'-0"

NEW CONC FOOTING

NEW TRENCH

DRAIN, TYP

NEW CONC WALL

22'-0" LEACH BED

NOTE:

SLIDING DOOR NOT

SHOWN FOR CLARITY.

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

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-C I8

1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

(E

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-C I8

1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

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-C I8

1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A1 DETAIL

SCALE: 1" = 1'-0"

SE307-A1.dwg

2"

6" 8"

CONC BEAM

STIRRUPS

PILASTER TIES @ 6" OC

CONT THRU BEAM JOINT

3'-6" PILASTER

EL. = 114'-83

4"

A4 PILASTER DETAIL

SCALE: 1" = 1'-0"

SE307-A4.dwg

NEW CONC PILASTER,

SEE DETAIL C4/S-307

3'-6"

(3) #5 VERTS ABOVE

DOOR POCKET

(3) #5 x 4'-8" @ 6" OC

CENTERED AT

EMBED PLATE

TRACK BEAM

CONSTRUCTION JOINT.

DO NOT ROUGHEN SURFACE

3"

C1 PILASTER DETAIL

SCALE: 1" = 1'-0"

SE307-C1.dwg

(E) 1'-3" CONC WALL

NEW CONC WALL, REINF W/

#4 @ 6" OC EACH WAY, EACH

FACE W/ #4 STIRRUP @ 6" OC

EACH INTERSECTION

STAINLESS STEEL

PLATE 12"x4" x CONT

SLIDING DOOR

(E) STEEL ANGLE

NEW CONC PILASTER,

REINF W/ (16) #9 VERTS

PLACED AS SHOWN &

(2) #5 BUNDLED TIES

@ 6" OC & (4) #5 CROSS

TIES @ 6" OC

4"2'-0"

#4 x 1'-6" DBA @ 24" OC

3'-6"

#3 x VERT

STAINLESS STEEL

PLATE 12"x8" x CONT

8" Ø x 12" WAS @ 18" OC

2"

8" Ø x 9" WAS

@ 18" OC,

STAGGER W/

DIAGONAL WAS

C4 PILASTER DETAIL

SCALE: 1" = 1'-0"

SE307-C4.dwg

(E) 1'-3" CONC WALL

(E) STEEL ANGLE

JAMB EMBEDMENT,

SEE SHEET W-301

3'-6"

NEW CONC WALL, REINF W/ #4 @ 6" OC

EACH WAY, EACH FACE W/ #4 STIRRUP

@ 6" OC EACH INTERSECTION

4" 2'-0"

NEW CONC PILASTER, REINF W/

(16) #9 VERTS PLACED AS SHOWN

& (2) #5 BUNDLED TIES @ 6" OC &

(4) #5 CROSSTIES @ 6" OC

NEW CONC PILASTER,

REINF W/ (14) #5 VERTS &

(3) #4 TIE SETS @ 12" OC

#4 x 1'-6" DBA @ 24" OC

#3 VERT

ILD COMPARTMENT HORIZONTAL

WELDMENT, SEE SHEET W-201.

WRAP W/ HEAT TRACE CABLE, SEE E-103

1'-4" 10"

CONSTRUCTION JOINT.

DO NOT ROUGHEN SURFACE

1'-03 8" 85

8"

4" Ø CORE HOLES THRU (E) PILASTER. FILL GAP

BETWEEN PIPE SLEEVE & CORE WALLS W/

EPOXY PRIOR TO POURING NEW CONC PILASTER.

ADDITIONAL #5 VERT ABOVE

& BELOW ILD COMPARTMENT

6"

1'-4"

STAINLESS STEEL L6x3x1 2 x CONT

W/ 5 8" Ø x 12" WAS @ 12" OC

(3) POSITIONING BRACKETS BENT PLATE

9x4x3

8x0'-9" W/ (2) 5 8" Ø HILTI HY150 MAX @ 6" OC (6" EMBED) & (1) 916"x11

4" HORIZ

SLOTTED HOLE FOR THREADED BOLT

DOUBLE NUT AT THREADED

BOLTS ON JAMB EMBED

STAINLESS STEEL 31

2" Ø FLANGED

PIPE SLEEVES, SEE W-307. EXTEND

FROM INTERIOR FACE OF (E) CONC

TO INTERMEDIATE FACE OF NEW

CONC PILASTER, AS SHOWN.

ACTUATOR PLATE, SHOWN FOR REFERENCE.

GOVERNMENT PROVIDED & INSTALLED.

SLIDING DOOR

RECESSED DOOR CONTROLLER

BOX, SEE SHEET E-102

5"5"

BOLT PIPE SLEEVE FLANGE

TO (E) FACE OF CONC, TYP

G

IN

E E

R

IN

G A

N D

E X

P E

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C O

D E

-C I8

1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A1 DOOR ELEVATION

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

DOOR OPERATION NOTES:

1. DOOR MANUFACTURER SHALL DESIGN HEAVY DUTY TROLLEYS AND

HANGERS FOR 3.5 TON MINIMUM RATED CAPACITY.

2. DOOR OPERATOR MANUFACTURER SHALL COORDINATE WITH DOOR

MANUFACTURER TO ENSURE THE THAT OPERATOR AND THE DOOR ARE

COMPATIBLE.

3. A MEANS OF MANUAL OPERATION SHALL BE MADE AVAILABLE IF POWER IS

LOST TO THE OPERATOR.

4. DOOR OPERATOR SHALL MOVE DOOR AT A SPEED OF 13 TO 18 FT/MIN.

MAXIMUM SPEED OF DOOR SHALL NOT EXCEED DOOR OPERATOR AND

DOOR MANUFACTURER'S RECOMMENDATIONS.

5. MOTOR SHALL OPERATE NORMALLY AT NO MORE THAN 75 PERCENT OF

RATED CAPACITY.

6. MOTOR SHALL BE VARIABLE SPEED THAT WILL RAMP UP TO FULL

OPERATING SPEED.

7. COMPLETE DOOR OPERATOR SYSTEM (MOTOR, DRIVE, GEARS, CHAIN

ETC.) SHALL BE DESIGNED/RATED FOR OUTDOOR USE TAKING INTO

CONSIDERATION SITE SPECIFIC ENVIRONMENTAL CONDITIONS SUCH AS

EXPOSURE TO FREEZING AND CORROSIVE ENVIRONMENTS.

8. LIMIT SWITCHES - TYPE: MECHANICALLY ACTUATED LIMIT SWITCH SHALL

STOP DOOR AT END OF TRAVEL (OPEN AND CLOSE POSITIONS).

9. REFER TO UFGS 41 22 23.19 (MONORAIL HOIST) AND MIL-HDBK-1013-11

(INSTRUCTIONS FOR PLANNING AND DESIGN OF HIGH SECURITY

MAGAZINE DOOR CONSTRUCTION PROJECTS) FOR ADDITIONAL GUIDANCE.

9'-3"

10'-0"

CLEAR OPENING

9'-7"16'-0" 6"

MIN

6"

MIN

11'-31 2"

DOOR OPEN

POSITION

11'-31 2"

DOOR CLOSED

POSITION

(E) 12" CONC WALL

LIMITS OF EARTH FILL

(E) FLOOR

EL. = 100'-0"

TOP OF DOOR

TOP OF BEAM

TOP OF WALL

EL. = 114'-83

4"

11'-0"7"

ADJUSTABLE

TROLLEY STOP

EACH END

WALL MOUNTED

OPERATOR W/

WEATHERPROOF

ENCLOSURE

NEW METAL CANOPY

NOT SHOWN FOR

CLARITY

NEW CONC

WALL

TROLLEY

TRACK

BEAM

S10x35

EL. = 109'-111

4"

EL. = 112'-3"

SLIDING DOOR

SEE S-701

2"

FINISH GRADE

NOTE:

WELD TRACK BEAM AND SHIMS IN PLACE

AFTER NECESSARY ADJUSTMENTS HAVE

BEEN MADE USING BOLTS IN SLOTTED HOLES.

NOTE:

TRACK BEAM, SUPPORT BRACKETS, BOLTS, AND

ANCHOR BOLT PROJECTIONS SHALL BE GALVANIZED.

C1 DETAIL

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

SE501-C1.dwg

2"

6"21 2"

STAINLESS STEEL

PLATE 12"x4" x CONT

STAINLESS STEEL

L31

2x31 2x1

2 x CONT

EDGE OF HEADER

BEAM BUMP-OUT

EDGE OF PILASTER

BUMP-OUT

STAINLESS STEEL

PLATE 12"x8" x CONT

NOTE:

SLIDING DOOR AND

SECURITY HEADER ANGLE

NOT SHOWN FOR CLARITY. EDGE OF

OPENING

C4 DETAIL

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

SE501-C4.dwg

STAINLESS STEEL EMBED

PLATE 1"x10"x1'-0" W/

(4) 7 8" Ø WAS (9" EMBED)

STEEL BEAM, SEE ELEVATION.

MAY COPE INNER FLANGES

AS REQD TO ACCOMMODATE

BOLT FASTENING

(2) STAINLESS STEEL

SHEAR PLATE 516"x4"x0'-6"

W/ (2) 3 4" Ø A325 BOLTS

CONC PILASTER, SEE

DETAIL A4/S-307

2"

SECTION A-A

TRACK

BEAM

2" SHIM

PACK

6"2" 2"

5"

8"

D2 DETAIL

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

SE501-D2.dwg

2'-07 8"

W8x18

SHEAR PLATE

8"x31 2"x0'-6" W/

(2) 3 4" Ø A325

BOLTS

4"

TRACK BEAM

TRACK BEAM

PLATE 13

8"x12"x1'-6"

W/ (4) 7 8" Ø x14"

ANCHOR BOLTS

(10" MIN EMBED)

(2) 13 16"x4" SLOTTED HOLES ONE

EACH SIDE OF W8 BEAM WEB FOR

(4) 3 4" Ø A325 BOLTS W/ LOCK &

BEVEL WASHERS. COORDINATE W/

TROLLEY MANUFACTURER SPECS

NEW CONC WALL

2" SHIM PACK

STIFF PLATE 516" x REQD, EACH SIDE

4"

D4 DETAIL

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

SE501-D4.dwg

2"9"11

2"

5"

PLATE 11

4"x12"x1'-0"

W/ (4) 7 8" Øx14"

ANCHOR BOLTS

(10" MIN EMBED)

PLATE 1"x11"x1'-0" W/ (2) 13

16"x4"

SLOTTED HOLES

(2) STIFFENER

PLATES 516" x REQD

SECTION A-A

8"

TRACK

BEAM

TRACK BEAM

(2) 13 16"x4" SLOTTED

HOLES FOR

(4) 3 4" Ø A325

BOLTS W/ LOCK &

BEVEL WASHERS

COORDINATE W/

TROLLEY

MANUFACTURER

SPECS

NEW CONC WALL

2" SHIM PACK 23

4"23 4"

G

IN

E E

R

IN

G A

N D

E X

P E

D

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A R

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A R

FA

R

E C

E N

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C O

D E

-C I8

1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

26'-0"

(E) CONC WALL

A1 CANOPY PLAN

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

CANOPY FRAME

3 EQUAL SPACES @ 5'-1"± = 15'-4"

HSS3x3x3

L3x3x1 4 x CONT

BENT PLATE

4"x3"x5

16" x BTWN HSS

CANOPY FRAMES

L3x3x1 4 x CONT

BENT PLATE 4"x3"x5

16" HIGH

& L3x3x1 4 LOW x BTWN HSS

CANOPY FRAMES

HSS3x3x3 16 HSS3x3x3

NEW CONC WALL

NEW SECURITY

HOOD

METAL CANOPY FRAMING NOTES:

1. FRAMING MEMBERS SHALL BE ASTM A500, GRADE B TUBES WITH

fy = 46 KSI. ALL FRAMING MEMBER SHALL BE HSS3x3x3

16, UNO.

2. FRAMING MEMBERS SHALL BE GALVANIZED. REPAIR OF

DAMAGED AND UNCOATED AREAS SHALL FOLLOW ASTM A780.

3. METAL CANOPY ROOF DECK AND SIDE PANELS SHALL BE 11

2"

DEEP, 18 GAUGE MINIMUM STEEL PANELS WITH fy = 38 KSI

MINIMUM. PANELS SHALL ABLE TO RESIST AN UPLIFT WIND

FORCE OF 86 PSF AND ROOF SNOW LOAD OF 120 PSF.

4. THE PANEL SHALL BE GALVANIZED AND PAINTED WITH PRIMER.

PAINT COLOR TO BE APPROVED BY CONTRACTING OFFICER'S

REPRESENTATIVE.

5. CANOPY AND SECURITY HOOD FRAMING AND ANCHOR BOLT

PROJECTIONS SHALL BE GALVANIZED.

PROVIDE METAL

EAVE TRIM W/ SAME

FINISH AS SIDING

PRE-FINISHED

METAL ROOF DECK,

SEE NOTE #3

HSS3x3x1 4 HSS3x3x1

NEW METAL

CANOPY

CANOPY FRAME

2 EQUAL SPACES @ 5'-1"± = 10'-2"

EQ EQ EQ EQ

HSS3x3x1

HANGER, TYP

C1 CANOPY FRAME

SCALE: 1" = 1'-0"

SE502-C1.dwg

(E) CONC WALL

NEW CONC WALL

TRACK BEAM

4'-0"

TOP OF

TRACK BEAM

EL. = 112'-3"

TOP OF WALL

114'-83

4"

HSS3x3x3

CANOPY FRAME

PRE-FINISHED

METAL DECK

1 12

PIGEON

SCREEN

C3 CANOPY FRAME

SCALE: 1" = 1'-0"

SE502-C3.dwg

(E) CONC WALL

NEW CONC BEAM

TRACK BEAM

2'-6"

TOP OF

TRACK BEAM

EL. = 112'-3"

TOP OF WALL

114'-83

4"

1 12

HSS3x3x3

CANOPY FRAME

PRE-FINISHED

METAL DECK

1'-3"

SECURITY HOOD

FRAMING

(E) CONC BEAM

PIGEON SCREEN

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A1 DETAIL

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

SE503-A1.dwg

FACE OF CONC PILASTER

L3x3x1 4 x CONT W/

8" Ø HILTI HY150 MAX

@ 16" OC (6" EMBED)

PRE-FINISHED

METAL DECK

TOP OF

TRACK BEAM

EL. = 112'-3"

HSS3x3x1 4 x REQD

HSS3x3x1 4 x REQD

PLATE 3 8"x3"x0'-9" W/

(2) 5 8" Ø HILTI HY150

MAX (6" EMBED)

NOTE:

FRONT PLATE NOT SHOWN FOR

CLARITY. FRONT PLATE TO

EXTEND TO FACE OF PILASTER.

3" MAXPLATE 3 8"x3"x0'-9" W/

(2) 5 8" Ø HILTI HY150

MAX (6" EMBED)

A4 DETAIL

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

SE503-A4.dwg

HSS CANOPY FRAME

TOP OF

TRACK BEAM

EL. = 112'-3"

HSS BEAM, SEE PLAN

HSS3x3x1

4 HANGER

HSS3x3x1 4 x REQD

FRONT PLATE 3 8"

3" 3"

HSS HSS

HSS3x3x3

16 KICKER

FACE OF CONC WALL

STEEL PLATE

2"x3"x3'-61 2" W/

(5) 5 8" Ø HILTI

HY150 MAX @

16" OC (6" EMBED)

PRE-FINISHED

METAL DECK

HSS CANOPY

FRAME, SEE PLAN

C1 DETAIL

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

SE503-C1.dwg

FACE OF CONC PILASTER

C2 DETAIL

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

SE503-C2.dwg

PRE-FINISHED

METAL DECK

#12-14 HILTI

KWIK-PRO SDS

W/ KWIK SEAL

@ 12" OC

HSS CANOPY FRAME

HSS BEAM x BTWN

HSS CANOPY FRAME

CAP PLATE 316" x REQD HSS3x3x3

16 KICKER,

WHERE APPLIES AT

SECURITY HOOD ONLY

C3 DETAIL

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

SE503-C3.dwg

(2) L4x3x5 16x0'-9" W/

(4) 5 8" Ø 8" ANCHOR

(8" EMBED)

HSS CANOPY

FRAME

(2) #5 x 4'-0"

CENTERED

ON FRAME

CAP PLATE 316" x REQD

FACE OF CONC WALL NOTE: SECURITY

HOOD NOT SHOWN

FOR CLARITY.

C4 DETAIL

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

SE503-C4.dwg

8"

PLATE 12"

PLATE 3 8"

HSS3x3x1 4 x REQD

4" Ø SELF-TAPPING

SCREWS @ 9" OC

(REMOVABLE), TYP

NEW CONC BEAM

TOP OF

TRACK BEAM

EL. = 112'-3"

TRACK BEAM

HSS HANGER,

SEE PLAN

HSS CANOPY FRAME

HSS BEAM, SEE PLAN

L31 2x31

2x1 4x0'-21

2" W/

(1) 5 8" Ø THRU BOLT

L4x3x5 16 x CONT (LLV)

W/ (4) 5 8" Ø ANCHORS

EQUALLY SPACED

(8" EMBED)

SECTION A-A

HSS3x3x3 16 KICKER PLATE 14"x3"x0'-61

2"

W/ 5 8" Ø THRU BOLT

NOTE:

TOP PLATE NOT

SHOWN FOR CLARITY.

SECTION B-B

2"11

2"

D2 DETAIL

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

SE502-D2.dwg

HSS CANOPY FRAME

#12-14 HILTI

KWIK-PRO SDS

W/ KWIK SEAL

@ 8" OC

PRE-FINISHED

METAL DECK

2"

#12-14 HILTI

KWIK-PRO SDS

W/ KWIK SEAL

@ 12" OC

HSS BEAM x BTWN

HSS CANOPY FRAME

NEOPRENE

CLOSURE

D3 DETAIL

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

SE503-D3.dwg

(2) L4x3x5 16x0'-9" W/

(4) 5 8" Ø 8" ANCHOR

(8" EMBED)

HSS CANOPY

FRAME

(2) #5 x 4'-0"

CENTERED

ON FRAME

FACE OF CONC WALL

BENT PLATE

4"x3"x5

16" x

CONT W/ 5 8"

Ø HILTI

HY150 MAX

@ 16" OC (6"

EMBED)

METAL FLASHING

#12-14 HILTI

KWIK-PRO SDS

W/ KWIK SEAL

@ 8" OC

PRE-FINISHED

METAL DECK

CAULK

FLASHING

IN RECESS

4"8"

NEOPRENE

CLOSURE

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A2 DETAIL

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

SE504-A2.dwg

6" 6"

SECTION A-A

5" 8" 5"

2"

TYP

VENT COVER ELEVATION

2" 1'-3" 2"

9"

1'-3"

A4 DETAIL

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

SE504-A4.dwg

4" MIN

CLEARANCE

8"

TYP

SECTION A-A

1'-6" (FV)8" (FV) 6" (FV)

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A1 DOOR ISOMETRIC WITH INTERNAL REBAR/CONCRETE

SCALE: NONE

SE701-A1.dwg

HIGH SECURITY DOOR LIGHTWEIGHT CONCRETE FILL

MATERIAL AMOUNT UNITS

LIGHTWEIGHT FINE AGGREGATE 1530 LBS

CEMENT TYPE II 720 LBS

WATER 315 LBS

SILICA FUME 81 LBS

SUPER PLASTICIZER 7.14 LBS

POLYETHYLENE FIBERS 0.357 LBS

CARBON FIBERS 0.357 LBS

TOTAL WEIGHT 2646 LBS

TOTAL VOLUME 1.0 YD³

DENSITY 100-110 LBS/FT³

STRENGTH (28 DAY MINIMUM) 4,000 PSI

LIGHTWEIGHT CONCRETE NOTES:

1. LIGHTWEIGHT AGGREGATES SHOULD BE DRY.

2. ADJUST WATER AMOUNT TO +/- 22 LB SO THAT MIX HOLDS SHAPE WHEN FORMED INTO

A BALL IN THE HAND.

3. MIX CAN BE SPLIT, DOUBLED, ETC. FOR VOLUME NEEDED.

4. MIX PROCEDURE:

A. WEIGH OUT ALL MATERIALS

B. IN A SEPERATE CONTAINER, COMBINE AND MIX HALF OF WATER, PLASTICIZER

AND ALL FIBERS.

C. IN ANOTHER SEPERATE CONTAINER, COMBINE AND MIX SILICA FUME AND

CEMENT.

D. POUR WATER WITH PLASTICIZER AND ALL FIBERS INTO MIXER.

E. POUR LIGHTWEIGHT FINE AGGREGATE INTO MIXER.

F. SLOWLY ADD SILICA FUME AND CEMENT TO MIXER.

G. ADD REMAINING WATER ADJUSTING AS NECESSARY (NOTE 2).

H. ALLOW TO MIX FOR AT LEAST 10 MINUTES.

I. WHEN MIX IS READY, POUR IN TO DOOR CABITIES OVER REBAR, TO PRESRIBED

DEPTH. ENSURE MIX FILLS ALL AREAS BEHIND REBAR, VIBRATE IF NECESSARY,

NO VOIDS ALLOWED.

5. ALLOW CONCRETE TO CURE FOR 24 HOURS BEFORE MOVING DOOR.

6. QUESTIONS CAN BE REFERED TO NAVFAC ESC SECURITY ENGINEERING DIVISION CI66.

DOOR PARTS LIST

PART NO DESCRIPTION MATERIAL

1 EXTERIOR PLATE 3 8" THICK A36 LOW CARBON STEEL

2 INTERIOR PLATE 14" THICK A36 LOW CARBON STEEL

3 C CHANNEL C8x18.7 A36 LOW CARBON STEEL

4 VERTICAL STIFFENER 516" THICK A36 LOW CARBON STEEL

5 HORIZONTAL STIFFENER 516" THICK A36 LOW CARBON STEEL

6 L21 2x21

2x1

2 ANGLE A36 LOW CARBON STEEL

7 #3 REBAR, VARIOUS LENGTHS A706

8 END PLATE 12" THICK A36 LOW CARBON STEEL

9 LAP PLATE 12" THICK A36 LOW CARBON STEEL

10 PADEYE/TROLLEY HANGERS A36 LOW CARBON STEEL

11 L31 2x3x3

8x0'-85

8" ANGLE (LLH) A36 LOW CARBON STEEL

12 GUIDE ANGLES 12" THICK A36 LOW CARBON STEEL

NOTES:

1. UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS ARE IN INCHES.

2. MATERIAL: ALL MATERIAL LOW CARBON STEEL PER ASTM A36 UNLESS

OTHERWISE SPECIFIED. HIGHER STEEL STRENGTHS SHALL NOT BE

SUBSTITUTED.

3. INTERPERET WELDING SYMBOLS PER ANSI/AWS A2.4. ALL WELDING SHALL BE

PER ANSI/AWS D1.1.

4. PLATES, PART NO. 1 AND 2, MAY BE SIZED DIFFERENTLY TO REDUCE THE

NUMBER OF SEAMS, 1 SEAM MAXIMUM SHOWN. ALL SEAMS SHALL BE

CENTERED OVER VERTICAL STIFFENERS.

5. FABRICATION OF DOORS SHALL CONFORM WITH AISC 360-05 AND AISC 303-05.

THE ASSEMBLED DOOR SHALL BE FABRICATED TO WITHIN 14 INCH FLATNESS IN

EITHER DIRECTION.

6. FINISH: APPLY ONE COAT OF POLYURETHANE TOP COAT. COLOR EQUIPMENT

GRAY. MASK AREA FROM TOP COAT WHERE NOTED FOR RECEIVER BLOCK TO

BE WELDED TO DOOR AFTER DOOR INSTALLATION .

DOOR PAINT:

A. PREPARATION: BLAST CLEAN TO SSPC SP10.

B. PAINT SYSTEM: SYSTEM DRY FILM THICKNESS TO BE 8.5 MILS MINIMUM

1. ZINC RICH PRIMER: MPI 19

2. EPOXY INTERMEDIATE COAT: MPI 108

3. POLYURETHANE TOP COAT: MPI 72

C. PORTIONS OF STEEL TO BE WELDED SHALL BE PAINTED AFTER WELDING.

7. DOOR SHALL BE FILLED WITH 2.0" LIGHTWEIGHT CONCRETE.

8. WEIGHT: DOOR WITH CONCRETE FILL: 10,060 LBS.

APPLY PRIMER BUT MASK

RECEIVER BLOCK AREAS

FROM TOP COAT PER NOTE 6.

SEE SHEET W-104 FOR

RECEIVER BLOCK LOCATIONS.

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A1 DOOR EXTERIOR ELEVATION

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

SE702-A1.dwg

11'-0"

4" 85

8"

2"

DOOR TRAILING

EDGE ELEVATION

RECEIVER BLOCK,

TYP, SEE SHEET

W-603. LOCATE PER

SHEET W-104. FIELD

WELD TO DOOR

THEN APPLY PAINT

COATS PER NOTE 6

ON SHEET S-701.

A3 DOOR INTERIOR ELEVATION

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

SE702-A3.dwg

11'-0"

5'-51 2" 5'-9"

COPE WEB

OF VERTICAL

CHANNEL TO

FIT INSIDE

PROFILE OF

HORIZONTAL

CHANNEL

PN.8

PN.9

2" RECESS

3"

PN.11

8"

DOOR LEADING

EDGE ELEVATION

6"

D1 PLATE NOTCH DETAIL

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

SE702-D1.dwg

3"1

2" EDGE OF

CHANNEL, PN.3

EDGE OF

PLATE, PN.8

D3 PLATE GAP DETAIL

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

SE702-D3.dwg

4" NOMINAL PLATE

GAP FOR BUTT WELD

MAY BE ADJUSTED

BY MANUFACTURER,

SEE NOTE 4 ON SHEET S-701.

EDGE OF

CHANNEL,

PN.3

D4 PLATE WELD DETAIL

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

SE702-D4.dwg

THRU HOLES

CENTERED OVER

INTERNAL TAB ANGLES

2" ± 18"

TYP

Ø2"

HOLES

2"

EDGE OF

CHANNEL, PN.3

INTERIOR

PLATE, PN.2

EXTERIOR

PLATE, PN.1

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

0.

.3

1 4" 1 4"

RIGHT PANEL

A1 INTERIOR PLATE ELEVATIONS

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

SE703-A1.dwg

LEFT PANEL

PLANPLAN

0.

.3

0.000.00

124.75

.8

6.25

127.50 127.50

122.00

114.41

6.

5.

9.

R 1 4"R 1

4"

0.

7.

.0

.3

8"

8"

RIGHT PANEL

A3 EXTERIOR PLATE ELEVATIONS

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

SE703-A3.dwg

LEFT PANEL

PLAN PLAN

0.

1.

5.

.3

9.

.9

.9

0.00 0.00

11.66 15.75 19.66 23.75 27.66 31.75 35.66 39.75 43.66 47.75 51.66 55.75 59.66 63.75 67.66 71.75 75.66 79.75 83.66 87.75 91.66 95.75 99.66 103.75

111.75 115.66

107.66

11.66 15.75 19.66 23.75 27.66 31.75 35.66 39.75 43.66 47.75 51.66 55.75 59.66 63.75 67.66 71.75 75.66 79.75 83.66 87.75 91.66 95.75 99.66 103.75

111.75 115.66

107.66

.0

.9

.0

.9

.0

.9

.0

.9

.0

.9

.0

.3

.2

.3

.2

.3

.2

.3

Ø2"

.2

.3

.2

.3

.2

.3

Ø2"

7.75

119.75119.75

7.75

124.25124.25

.8

6.25

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A1 DOOR EXTERIOR SECTION (PLATES REMOVED) SHOWN WITH CONCRETE

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

SE704-A1.dwg

2" 71

2"

VERTICAL STIFFENER

14 EQUAL SPACES @ 8" OC

3" 7" 5"

TAB ANGLES

14 EQUAL SPACES @ 8" OC

A3 DETAIL WITH RECESS

SCALE: 3" = 1'-0"

COMPARTMENT

SE704-A3.dwg

INTERIOR

32" 4"1

2"

6"1 2"

NOTES:

1. FINISH: INSIDE CAVITIES OF DOOR SHALL BE ABRASIVE BLASTED TO NEAR WHITE CONDITION, AND GALVANIZED TO RECEIVE PAINT. APPLY ONE COAT OF EPOXY BASED PRIMER TO ALL INSIDE SURFACES ESPECIALLY WHERE THE LIGHTWEIGHT

CONCRETE WILL BE POURED. MASK FACE OF TAB ANGLES, PART NO. 6, SEE SHEET S-701.

2. AFTER APPLICATION OF PRIMER POUR LIGHTWEIGHT CONCRETE INTO CAVITIES OF THE BACK SIDE OF THE DOOR TO A

THICKNESS OF 2". SEE DRAWING S-701 FOR DESCRIPTION OF THE LIGHTWEIGHT CONCRETE.

3. THE HORIZONTAL AND VERTICAL STIFFENERS SHALL BE CONTINUOUS OR UP TO THREE SEGMENTS FULL WELDED TOGETHER.

4. TAB ANGLES REQUIRED IN LOCATIONS SHOWN. NO MODIFICATIONS.

A4 SECTION WITH RECESS

SCALE: 3" = 1'-0"

COMPARTMENT

SE704-A4.dwg

EXTERIORINTERIOR

PLATE 14"

D1 COMPARTMENT SECTION WITH REBAR/CONCRETE

SCALE: 3" = 1'-0"

SE704-D1.dwg

LIGHTWEIGHT CONCRETE

POURED AFTER PRIMER

APPLIED TO INSIDE OF DOOR

CONCRETE FILLS TO THIS

LEVEL IN COMPARTMENTS

AT LEADING EDGE OF DOOR

REBAR

RECEIVER BLOCK, SHOWN

FOR REFERENCE ONLY

RECEIVER BLOCK,

SEE SHEET W-603

INTERIOR

EXTERIOR

D3 COMPARTMENT SECTION WITH RECESS

SCALE: 3" = 1'-0"

SE704-D3.dwg

LIGHTWEIGHT CONCRETE

POURED AFTER PRIMER

APPLIED TO INSIDE OF DOOR

CONCRETE FILLS TO THIS

LEVEL IN COMPARTMENTS

AT LEADING EDGE OF DOOR

REBAR1

2" 511

32" 4"

PLATE 14" EXTERIOR

INTERIOR

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A1 DOOR EXTERIOR SECTION (PLATES REMOVED) SHOWN WITHOUT CONCRETE

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

SE705-A1.dwg

6'-8" 2'-2"

COPE WEB

OF VERTICAL

CHANNEL TO

FIT INSIDE

PROFILE OF

HORIZONTAL

CHANNEL

PN.5PN.3

PN.4

PN.3

PN.3

SEE NOTE 3/S-704

& SHEET S-709

PN.8

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING THE WORK AMONG THE

VARIOUS TRADES AS NECESSARY TO AVOID

CONFLICTS AND TO ENSURE THE INSTALLATION

OF ALL WORK WITHIN THE AVAILABLE SPACE.

A4 SECTION CONCRETE NOT SHOWN

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

SE705-A4.dwg

PN.4

PN.7

PN.7

PN.5

TIE REBAR

INTERSECTIONS

W/ WIRE TIES, TYP

PN.6

VERTICAL STIFFENER

PLATES, SEE DETAIL

D3/S-705 TYP

HORIZONTAL STIFFENER

PLATES, SEE DETAIL

D4/S-705 TYP

PN.11

C1 DOOR TRAILING END HEAD DETAIL

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

SE705-C1.dwg

PN.8

PN.9

PN.2

PN.1

C2 STIFF TO LEFT SIDE CHANNEL

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

SE705-C2.dwg

HORZ STIFFENER,

COPE BOTH ENDS TO

FIT INSIDE PROFILE OF

SUPPLIED CHANNEL

NOTE:

TABS AND CONCRETE NOT

SHOWN FOR CLARITY.

3"

2"

PN.8

PN.9

2"

2" NOTE:

SEE C1/S-706 FOR

ADDITIONAL INFORMATION.INTERIOR

EXTERIOR

C3 STIFF TO RIGHT SIDE CHANNEL

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

SE705-C3.dwg

HORZ STIFFENER,

COPE BOTH ENDS TO

FIT INSIDE PROFILE OF

SUPPLIED CHANNEL

WELD REBAR TO

CHANNEL EACH

END, TYP

NOTE:

TABS AND CONCRETE NOT

SHOWN FOR CLARITY.

C4 STIFF TO TOP CHANNEL

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

SE705-C4.dwg

NOTE:

CONCRETE NOT

SHOWN FOR CLARITY.

VERT STIFFENER COPE

TO FIT INSIDE PROFILE

OF SUPPLIED CHANNEL

(2) #3 CONT VERTICAL

REBAR EACH SPACE IN

ALL COMPARTMENTS

(2) #3 CONT HORIZONTAL

REBAR IN ALL

COMPARTMENTS, TACK WELD

TO VERTICAL STIFFENER

WELD REBAR TO

CHANNEL EACH END

D1 COMPARTMENT SECTION WITHOUT CONCRETE

SCALE: 3" = 1'-0"

SE705-D1.dwg

8"

3" (NO WELD THIS EDGE)ANGLES FLUSH W/

STIFFENERS, TYP

3" ± 12"

TYP

2"

TYP

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A1 DOOR GUIDE LOCATIONS

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

SE706-A1.dwg

(E) PILASTER

NEW PILASTER

NEOPRENE WEATHER

STRIP (CONT) AROUND

DOOR OPENING. FASTEN

W/ SELF TAPPING

SCREWS @ 6" OC

DOOR OUTLINE

FOR REFERENCE

DOOR GUIDE, TYP

(5 TOTAL), SEE SHEET

W-601. COORDINATE

W/ TRENCH EMBED.

INSTALL DOOR PLUMB

THEN ANCHOR GUIDES

TO TRENCH.

(E) PILASTER

NEW PILASTER

NEOPRENE WEATHER

STRIP (CONT) AROUND

DOOR OPENING. FASTEN

W/ SELF TAPPING

SCREWS @ 6" OC

2" Ø TRENCH DRAIN,

TYP (4 TOTAL) NOTE:

SEE SHEETS W-403 & W-503

FOR DOOR GUIDE AND

TRENCH DRAIN LOCATIONS.

#5 U-BAR LAPPED

W/ SLAB REINF

SHOWN ON A1/S-304

STAINLESS STEEL

GRATED DRAIN

COVER, TYP

2"

NOTE:

TRENCH COVER PLATES

NOT SHOWN FOR CLARITY.

JAMB EMBEDMENT,

SEE SHEET W-301

NON-DRIVE THRU

TRENCH EMBEDMENT

SEE SHEET W-501

DRIVE THRU

TRENCH EMBEDMENT

SEE SHEET W-401

NOTE:

SEE SHEETS

W-101 & W-102

FOR EMBEDMENTS.

6"3"1 2"

6"21 2"

C1 LEFT JAMB DETAIL

SCALE: 3" = 1'-0"

SE706-C1.dwg

3"

NEOPRENE WEATHER STRIP

(CONT) FASTEN W/ SELF

TAPPING SCREWS @ 6" OC

2"

SLIDING DOOR

2"

C3 DOOR HEAD DETAIL

SCALE: 3" = 1'-0"

SE706-C3.dwg

4"

2" 2"STAINLESS STEEL

L3x2x1

2 x CONT

(INSTALL AFTER

CENTERING BOLTS

HAVE BEEN REMOVED)

SLIDING DOOR

STAINLESS STEEL

L31

2x31 2x1

2 x CONT W/

8" Ø x 8" WAS @ 16" OC

CONC BEAM

NEOPRENE WEATHER STRIP

(CONT) EXTEND 6" PAST

OPENING FASTEN W/ SELF

TAPPING SCREWS @ 6" OC

PADEYE, SEE DETAIL

A1/S-707 FOR

ATTACHMENT

FACE OF PILASTER BEYOND

C5 THRESHOLD DETAIL

SCALE: 3" = 1'-0"

SE706-C5.dwg

STAINLESS STEEL

PLATE AT CORNER

OF NEW PILASTER,

SEE C1/S-307

DOOR GUIDE, SEE

SHEET W-601

NOTE:

TRENCH COVER PLATE

NOT SHOWN FOR CLARITY.

8" 1

8"

NEOPRENE WEATHER STRIP

(CONT) FASTEN W/ SELF

TAPPING SCREWS @ 6" OC

4"

4"

NON-DRIVE THRU

TRENCH EMBED,

SEE SHEET W-501

SLIDING DOOR

FACE OF NEW

PILASTER BEYOND

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A1 PADEYE ATTACHMENT DETAIL

SCALE: 6" = 1'-0"

SE707-A1.dwg

2" 2"

STAINLESS STEEL L3x2x1 2 x CONT

(INSTALL AFTER CENTERING

BOLTS HAVE BEEN REMOVED),

SEE DETAIL C3/S-706

SLIDING DOOR

CONC BEAM

8"

PLATE 12"x21 16"x1'-41

2"

PLATE 12"x1"x1'-41 2"

8" Ø CENTERING

BOLT, TYP

4"

BOLT,

TYP

REMOVE CENTERING BOLTS AFTER

DOOR IS PLUMBED & PADEYE HAS

BEEN WELDED TO DOOR CHANNEL

PADEYE, SEE SHEET S-708

4" 1

4"

4"±

PADEYE

LINK PLATE

8"

PADEYE

BASE

A3 PADEYE ATTACHMENT DETAIL

SCALE: 6" = 1'-0"

SE707-A3.dwg

PADEYE, SEE SHEET S-708

1'-0"21 4" 21

4"

GUIDE ANGLE

CHANNEL

VERTICAL

STIFFENER

TAB ANGLE, TYP

(2) 3 8" Ø CENTERING BOLTS

EACH GUIDE ANGLE

PADEYE

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1111 Brickyard Rd, Suite 103 Salt Lake City, UT 84106 Phone 801-333-7676 Fax 801-333-7677

An ABS Group Company

23A1 PADEYE DETAILS

SCALE: 6" = 1'-0"

SE708-A1.dwg

8"

1'-4"

32"

16"

5"

10" 1"

2"

WELDMENT

NOTES:

1. FINISH: ABRASIVE BLAST AND PROTECT

AGAINST CORROSION UNTIL NEXT

WELDED ASSEMBLY.

2. REMOVE BURRS & BREAK SHARP

EDGES FINGER SAFE.

3. ALTERNATE PADEYE CONFIGURATIONS

MAY BE PROPOSED BY DOOR

MANUFACTURER BASED ON APPROVAL.

LINK PLATE DETAIL

8"X 45° ALL

AROUND

WELD PREP

BASE DETAIL

ISOMETRIC

8"

5"

EXTERIOR

SIDE OF PLATE

INTERIOR

SIDE OF PLATE

PADEYE

LINK PLATE

PADEYE

BASE

NOTE:

CONCRETE FILLED DOORS

REQUIRE LINK PLATE OFFSET 18"

NOMINAL TOWARD THE INTERIOR

SIDE OF THE DOOR IN ORDER FOR

DOOR TO HANG PLUMB WHEN BASE

IS CENTERED. VERIFY CENTER OF

GRAVITY OF DOOR PRIOR TO FINAL

PADEYE CONSTRUCTION.

THIS DRAWING HAS BEEN PREPARED BY THE DESIGN PROFESSIONAL

BASED UPON INFORMATION FURNISHED BY THE GOVERNMENT. THE

DESIGN PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS

NOT RESPONSIBLE FOR THE ACCURACY OF EXISTING DRAWING

INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN

INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS

DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF

ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.

SINGLE LINE DIAGRAM SYMBOLS

GROUND

ELECTRICAL PANELBOARD

POWER SYMBOLS

LIGHTING SYMBOLS

MISC SYMBOLS

EXTERIOR LIGHT FIXTURE

DRAWING NOTE

M

1/2 HORESEPOWER MOTOR

MOTOR DISCONNECT SWITCH

HEAT TRACE

HANDHOLE

PULL BOX

DUPLEX RECEPTACLE

NOTE: THIS LEGEND IS COMPOSED OF STANDARD SYMBOLS

AND APPLIES TO THIS SET OF DRAWINGS TO THE

EXTENT APPLICABLE.

GENERAL NOTES APPLY TO ALL ELECTRICAL DRAWINGS:

A. ALL WORK SHALL BE PERFORM ACCORDING TO LATEST NATIONAL

ELECTRICAL CODE AND BY TRAINED AND LICENSED ELECTRICIANS ONLY.

B. EXISTING SITE CONDITION MAY BE DIFFERENT THAN BID PACKAGE.

CONTRACTOR SHALL HAVE SITE VISIT PRIOR TO BIDDING AND SHALL VERIFY

ALL EXISTING CONDITIONS AND REPORT ANY VARIATION FROM BID

PACKAGE TO NAVFAC CONTRACTING OFFICER PRIOR TO BIDDING THE

PROJECT. AFTER CONTRACT IS AWARDED, CONTRACTOR SHALL PROVIDE

ALL SITE SPECIFIC ADAPTATION TO THIS PROJECT WITH OUT ANY

ADDITIONAL COST.

C. THE CONTRACTOR IS EXPECTED TO BE FAMILIAR WITH THE TERMS, LEGEND,

AND ABBREVIATIONS USED IN THE TRADE. IN THE EVENT THAT ANY TERMS,

LEGEND, OR ABBREVIATION USED IN THE SPECIFICATIONS OR ON

DRAWINGS IS NOT CLEAR TO THE CONTRACTOR, HE OR SHE SHOULD

REQUEST CLARIFICATIONS DURING THE BIDDING PERIOD. THE FAILURE TO

UNDERSTAND ANY SUCH TERM, LEGENDS, OR ABBREVIATION SHALL BE

USED AS A BASIS FOR A CHANGE IN CONTRACT COST.

D. LIST OF EQUIPMENT, TABULATIONS OF DATA, SCHEDULES APPEARING IN

THE SPECIFICATIONS OR ON THE DRAWINGS ARE INCLUDED ONLY FOR THE

ASSISTANCE AND GUIDANCE OF THE CONTRACTOR IN ARRIVING AT A MORE

COMPLETE UNDERSTANDING OF THE INTENDED INSTALLATION. THEY ARE

NOT INTENDED, NOR TO BE CONSTRUED, AS RELIEVING THE

RESPONSIBILITY OF THE CONTRACTOR IN MAKING HIS OR HER OWN

TAKE-OFF AND PROVIDING ALL REQUIRED WORK.

E. PROVIDE INDIVIDUAL NEUTRAL WITH EACH PHASE CONDUCTOR FOR SINGLE

PHASE CIRCUITS.

F. CONNECT ALL EMERGENCY LIGHTING, NIGHT LIGHTING, AND EXIT SIGNS

AHEAD OF LOCAL LIGHTING CONTROL TO THE CIRCUIT SERVING THE AREA.

G. PROVIDE GROUNDING TYPE INSULATING BUSHINGS ON ALL IMC AND RGS

CONDUITS ENDS. PROVIDE INSULATED THROUGHOUT FOR ALL EMT

CONDUIT OPENINGS. PROVIDE MINIMUM #6 JUMPER CONNECTION FROM

GROUNDING TERMINAL IN EACH BOX AND PANEL TO ALL GROUNDING TYPE

BUSHINGS.

H. COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES.

I. ALL BRANCH CIRCUITS SHALL BE EQUIPPED WITH GREEN INSULATED

GROUNDING CONDUCTOR.

J. ALL WIRING SHALL BE COPPER. MINIMUM WIRE SIZE SHALL BE #12.

K. ALL EXPOSED CONDUITS SHALL BE RGS AND ALL UNDERGROUND CONDUITS

SHALL BE CONCERT ENCASED SCHEDULE 80 PVC. ALL UNDERGROUND PVC

CONDUITS SHALL BE CONVERTED TO RGS FROM LAST UNDERGROUND BEND

BEFORE COMING ABOVE GRADE. MINIMUM CONDUIT SIZE SHALL BE 3/4 ”.

L. A CONDUIT WALL PENETRATION SHALL BE WITH MINIMUM 1 ” LARGER

SLEEVE AND ANNULAR SPACE BETWEEN SLEEVE AND CONDUIT SHALL BE

FILLED WITH CAULK RATED EQUAL OR HIGHER STRENGTH THAN WALL

CONSTRUCTION.

ABBREVIATIONS

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Architecture | Engineering | Interiors | Planning

EXTERIOR ELEVATION (DEMOLITION)

THIS DRAWING HAS BEEN PREPARED BY THE DESIGN PROFESSIONAL

BASED UPON INFORMATION FURNISHED BY THE GOVERNMENT. THE

DESIGN PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS

NOT RESPONSIBLE FOR THE ACCURACY OF EXISTING DRAWING

INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN

INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS

DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF

ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.

INTERIOR ELEVATION (DEMOLITION)

DOOR

EXISTING

RECEPTACLE

EXISTING

SECURITY BOX

TO REMAIN

EXISTING

TELEPHONE BOX

TO REMAIN

EXISTING PANEL

TO BE REMOVED

EXISTING 2"

CONDUIT TO BE

REMOVED

DOOR

TO PANEL

INSIDE

3/4" CONDUIT TO HEAT

TRACE TO BE REMOVED

1-1/2" CONDUIT

1/2" CONDUIT TO BE

REMOVED

1/2" CONDUIT TO BE

REMOVED

1" CONDUIT TO BE

REMOVED

1/2" CONDUIT

2" CONDUIT

TELEPHONE

BELL

240/120V, 1PH, 3W

50A PANEL WITH 8 POLES

120V, 20A CIRCUIT BREAKER

TELEPHONE OUTLET

COMMUNICATION

PANEL AND

DEVICES

1-1/2" CONDUIT

1-1/2" CONDUIT

2" CONDUIT

2" CONDUIT

TO EXISTING

GROUNDING GRID

FLOOR PLAN (DEMOLITION)

COMMUNICATION

PANEL AND DEVICES

EXISTING LIGHT FIXTURE

TO REMAIN (TYPICAL OF 8)

50A PANEL 'C' TO BE REMOVED

20A 1-POLE, ENCLOSED CIRCUIT BREAKER TO BE REMOVED

TELEPHONE BOX TO BE REMOVED

REMOVE POWER

TO EXISTING HEAT

TRACE CABLE

REMOVE EXISTING

HOMERUN TO PANEL C

EXISTING 2"C.

EXISTING 1"C. TO BE

REMOVED

1-1/2" RGS EXISTING

CONDUIT TO BE REMOVED

EXISTING 1-1/2"

CONDUIT TO REMAIN

TO POWER POLE

EXISTING RECEPTACLE TO BE REMOVED

EXISTING SECURITY POWER PANEL TO BE REMOVED

EXISTING TELEPHONE BOX TO REMAIN

EXISTING SECURITY BOX TO REMAIN

EXISTING

CONDUIT TO BE

REMOVED

DRAWING NOTES

REMOVE TELEPHONE BOX AND REMOVE WIRING TO POINT OF ORIGIN. REMOVE 2 ” CONDUIT CUT OUTSIDE OF

CONSTRUCTION AREA. PROVIDE PULL WIRE. SEE “FLOOR PLAN” ON E-101 FOR PROPOSED WORK.

REMOVE EXISTING ELECTRICAL SERVICE WIRING TO POWER POLE AND REMOVE 1 1/2" CONDUIT TO THE

POINT AS INDICATED SEE "FLOOR PLAN" ON DRAWING E-101 FOR PROPOSED WORK DETAILS.

ITEM SHALL BE REMOVED WITH WIRING, CONDUITS AND ACCESSORIES.

EXISTING ITEM SHALL REMAIN AS IS.

REMOVE EXISTING WIRING TO THE POINT OF ORIGIN AND PROVIDE PULL WIRE. REMOVE EXISTING CONDUIT

OUTSIDE OF CONSTRUCTION LIMIT. SEE “FLOOR PLAN” ON E-101 FOR PROPOSED WORK.

REMOVE CONDUIT OUTSIDE OF CONSTRUCTION AREA AND PULL WIRE CAREFULLY WITHOUT DAMAGING IT.

SEE “FLOOR PLAN” ON E-101 FOR PROPOSED WORK.

REMOVE EXISTING WALL MOUNTED LIGHT FIXTURE. SEE “FLOOR PLAN” FOR REINSTALLATION WORK.

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DESIGN PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS

NOT RESPONSIBLE FOR THE ACCURACY OF EXISTING DRAWING

INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN

INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS

DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF

ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.

1/2

CP

DOOR

OPERATOR

CONTROLLER

A-9

PANEL A

EXISTING 2"C.

EXISTING 1-1/4"C.

EXISTING 2"C.

EXISTING 1/2"C.

NEW 1-1/2" PVC

COATED RGS CONDUIT

EXISTING 1-1/2" PVC

UNDER GROUND CONDUIT

PROVIDE

24" X 24" X 4"

DEEP PULL BOX

EXISTING LIGHT FIXTURE TO REMAIN.

REPLACE EXISTING INCANDESCENT

LAMPS WITH REPLACEMENT 23 WATT

FLUORESCENT LAMPS. CONNECT LIGHTS

TO PANEL A, CIRCUIT 7 (TYPICAL OF 8).

PROVIDE CAD-WELD

CONNECTION BETWEEN

REBARS AS INDICATED

#1/0 GROUNDING

CONDUCTOR TO

EXISTING GROUNDING GRID

REFER TO DETAIL 02 ON SHEET

E-103 FOR ICE AND SNOW

MELTING HEAT TRACE DETAIL

2#12, 1#12 GND IN

" RGS CONDUIT TO

"A" CIRCUIT 9.

GFI RECEPTACLE, PROVIDE POWER FROM

PANEL A, CIRCUIT 8 LOCATED ON

EXTERIOR WALL OF BUILDING.

EXISTING SECURITY

BOX TO REMAIN

EXISTING

TELEPHONE

CONDUIT TO REMAIN

24" X 24" X 4"

DEEP PULL

BOX

FLOOR PLAN

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

REBAR GROUNDING DETAIL

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

REFER TO DETAIL

03/E-103 FOR

PROPOSED WORK

BALANCED MAGNETIC SWITCH BY GOVERNMENT. CONTRACTOR

TO PROVIDE

" RGS CONDUIT WITH PULL WIRE TO DOOR

OPERATOR CONTROL PANEL FOR INTERLOCK DOOR OPERATION

WITH LOCK POSITION. CONTRACTOR TO PROVIDE ANOTHER

RGS CONDUIT WITH PULL WIRE FROM BMS TO SECURITY

CONTROL PANEL TO BE USED BY SECURITY CONTRACTOR IN

FUTURE.

DRAWING NOTES

CONNECT MOTORIZED DOOR CONTROLLER TO PANEL “A” WITH 2#12 AWG, & 1#12 AWG GROUND IN 3/4 ” RGS

CONDUIT.

PROVIDE 24”X24”X48” DEEP PULL BOX AT THE EXISTING TELEPHONE CONDUIT AND PROVIDE 2 ” CONDUIT

FROM PULL BOX TO THE PROPOSED CONCRETE WALL AND TERMINATE 12 ” AFG ON THE WALL WITH PULL

WIRE AND END CAP.

RELOCATED EXISTING EXTERIOR LIGHT FIXTURE MOUNT ON THE FACE OF NEW BEAM. EXTEND EXISTING

CIRCUIT AND GROUNDING CONDUCTOR AND MAKE FINAL CONNECTION.

SEE SINGLE LINE DIAGRAM ON DRAWING E-104 FOR COMPLETE SERVICE DETAILS.

GENERAL NOTES

A MAIN FEEDER CONDUIT SHALL BE REROUTED TO OTHER SIDE OF MAGAZINE DOOR AS INDICATED.

REFER TO DETAILS 02 AND 04 ON E-103 FOR SNOW AND ICE MELTING HEAT TRACE.

CONTRACTOR SHALL PERFORM COMPLETE SITE INVESTIGATION AND REPORT ANY DISCREPANCIES WITH

CONTRACT DOCUMENTS TO THE CONTRACTING OFFICER. CONTRACTOR IS RESPONSIBLE TO PROVIDE

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