JA-3_B_Drawings_22x34.pdf

G

JA-3 B Drawings 22x34

FA5004-15-B-C009

LOCATION MAP VICINITY MAP

PROJECT

G000 G001 G002

601 COLLEGE ROAD FAIRBANKS,

ALASKA 99701

(907) 452-1241 designalaska.com

DESIGN ALASKA

A001 A101 A201 A401 A801

TYPICAL ABBREVIATIONS & SYMBOLS

FIRST FLOOR PLAN - DEMOLITION

FIRST FLOOR PLAN - RENOVATION

WALL SECTIONS

DETAILS

COVER SHEET

DRAWING INDEX, MAPS AND CODE

PROJECT LOCATION

SEE VICINITY MAP

DESIGN ANALYSIS

GOVERNING CODES

2012 INTERNATIONAL BUILDING CODE

2014 NATIONAL ELECTRICAL CODE

BUILDING CLASSIFICATION: *S-1 - STORAGE GROUP

TYPE OF CONSTRUCTION: IIB

SPRINKLER PROTECTION: YES - DELUGE SYSTEM

AUTHORITY HAVING JURISDICTION

EIELSON AIR FORCE BASE

*CURRENT AIRCRAFT HANGAR STORAGE AND REPAIR IS CLASSIFIED

AS S-1 OCCUPANCY, CONVERSION OF BAY 3 TO FIRE APPARATUS

STORAGE AND REPAIR IS CLASSIFIED AS S-1 OCCUPANCY.

ALLOWABLE BUILDING AREA: 17,500 + 13,125 + 0 = 30,625

ALLOWABLE STORIES: 2

ALLOWABLE HEIGHT: 55 FEET

ACTUAL BUILDING AREA: 21,500

ACTUAL STORIES: 1

ACTUAL HEIGHT: 33 FEET

REQUIRED EXITS: 3,127/200 = 16 OCCUPANTS

No. OF EXITS REQUIRED 1 No. OF EXITS PROVIDED 1

TRAVEL DISTANCE 200 FEET WITHOUT SPRINKLER

ACTUAL TRAVEL DISTANCE 98 FEET

DESIGN TEAM

DRAWING INDEX

S001 S100 S200 S201

GENERAL STRUCTURAL NOTES

DEMOLITION DETAILS

STRUCTURAL WALL ELEVATION AND DETAILS

FRAMING DETAILS

E100 ELECTRICAL SYMBOL LEGEND, PLANS &

SCHEDULES

H100 HAZMAT PLAN

PASS THROUGH GATE

SHALL REMAIN CLOSED

AT ALL TIMES

EIELSON AFB MAP

H

1 GRAY PAINT ON HOUSING FOR MOTOR AND BLACK PAINT AT

MOTOR SUPPORTS CONTAIN LEAD BASED PAINT.

2 BLACK PAINT AT FRAME OF HANGAR DOOR CONTAINS LEAD

BASED PAINT.

1/8"=1'-0"

3 BLACK PAINT AT FRAME OF MAN DOOR CONTAINS LEAD BASED

PAINT.

4 YELLOW STRIPING ON PAVEMENT CONTAINS LEAD BASED

PAINT.

NO WORK THIS AREA

2 2

1. GRAY FIRE PROOFING AT NORTH WALL IDENTIFIED

NEGATIVE FOR ASBESTOS CONTAINING MATERIALS.

2. ALL AREAS AFFECTED BY WORK NOT INDICATED TESTED

NEGATIVE FOR LEAD BASED PAINT. SEE HAZARDOUS

MATERIALS ASSESSMENT.

3. COMPLETE HAZARDOUS MATERIALS ASSESSMENT FOR

FTQW 13-2405 IS ATTACHED.

A

1. OWNER TO REMOVE LOCKERS, FURNISHING, EQUIPMENT

PRIOR TO CONSTRUCTION.

2. PER RECORD DOCUMENTS AND FIELD INSPECTION, BAY 3

HANGAR DOOR ASSEMBLY CONSISTS OF: 24 GAUGE

CORRUGATED METAL PANELS OVER WIDE FLANGE

VERTICAL BEAMS WITH 2X WOOD NAILERS AT

APPROXIMATELY 48 INCHES O.C. HORIZONTALLY BETWEEN

STEEL. CAVITY IS FILLED WITH BATT INSULATION.

INTERIOR FINISH IS CORRUGATED METAL PANELS OVER

POLYETHYLENE VAPOR RETARDER ON WOOD NAILERS.

3. EAST WALL AND EAST HANGAR DOOR NOT IN SCOPE OF

WORK. EXISTING HANGAR DOOR IS NOT CAPABLE OF

OPENING.

4. WEST HANGAR DOOR IS NOT FULLY OPERATIONAL. DOOR

OPERATION WILL RAISE DOOR BOTTOM TO

APPROXIMATELY 5 FEET MAXIMUM ABOVE HANGAR SLAB.

5. WORK AREA EXTENDS TO THE JOINED OPERATING

SYSTEMS FOR BAY 3 & 4. OPERATING SYSTEM TO BE

REMOVED IS CONNECTED THROUGH WALL TO BAY 4

OPERATING SYSTEM. SEE SHEET S100 FOR STRUCTURE,

EQUIPMENT AND ACCESSORIES TO REMAIN IN PLACE FOR

BAY 4 TO REMAIN FULLY OPERATIONAL.

1 EXISTING CONCRETE COUNTERWEIGHT HAS BEEN LOWERED

TO HANGAR FLOOR.

2 EXISTING FIRE PUMP TEST APPARATUS TO REMAIN.

1/8"=1'-0"

3 REMOVE HANGAR DOOR AND DOOR OPENING SYSTEM

INCLUDING, BUT NOT LIMITED TO; DOOR, SHEAVES, TRACKS,

GUIDE ROLLERS, WIRE ROPE, MOTOR, CONTROL, ETC. CLEAN

AND PREPARE AREA FOR INSTALLATION OF NEW WORK. SEE

STRUCTURAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

DEMOLITION WORK.

4 REMOVE EXISTING CONCRETE COUNTER WEIGHT, FRAME,

ENCLOSURE AND ALL RELATED ACCESSORIES.

5 REMOVE MOTOR, OPERATOR, ENCLOSURE, CONCRETE PAD,

FLOOR MOUNTED BEAM, CONTROL PANEL, AND ALL RELATED

ACCESSORIES.

6 EXISTING CONCRETE RAMP TO REMAIN.

7 EXISTING DOOR TO REMAIN.

8 APPROXIMATE AREA OF BAY 4 SHARED DOOR OPERATING

SYSTEM, FLOOR TO CEILING. BAY 4 TO REMAIN FULLY

OPERATIONAL.

NO WORK THIS AREA

TO BE REMOVED

65'-0" +/-

FIELD VERIFY

9 NO HANGAR DOOR WORK BEYOND END OF MOTOR

OPERATOR.

1 APPROXIMATE OUTLINE OF FIRE RESPONSE VEHICLES.

2 REMOVED FLOOR MOUNTED BEAM, AND ASSOCIATED

ANCHOR, PATCH AND REPAIR CONCRETE TO MATCH EXISTING.

1/8"=1'-0"

1 1 1

+/-11" 16'-0" +/-7'-1" 16'-0" +/-7'-1" 16'-0"

+/-11"

A801

A801

A801

+\-64'-0"

3 APPROXIMATE AREA OF BAY 4 SHARED DOOR OPERATING

SYSTEM, FLOOR TO CEILING. BAY 4 TO REMAIN FULLY

OPERATIONAL.

SIM.

FRAME

FINISH

DOOR

NO.

DOOR

MATERIAL

DOOR

FINISH

FRAME

MATERIAL GLAZING HARD

WARE REMARKS

DOOR SCHEDULE

DOOR

DIMENSION

FF FACTORY FINISH

HM HOLLOW METAL

IHM INSULATED HOLLOW METAL

INS INSULATED GLASS

INT INSULATED TEMPERED GLASS

MFSTD MANUFACTURER'S STANDARD

PT PAINT

DOOR SCHEDULE ABBREVIATIONS

FF FFH103.2 16'-0" X 16'-0"

H103.3 16'-0" X 16'-0"

MFSTD

MFSTD

INS

DOOR SCHEDULE GENERAL NOTES

1. CONTRACTOR RESPONSIBLE FOR COORDINATING ROUGH

OPENING AND SHIM SPACE.

2. VERIFY THROAT DEPTH AT ALL LOCATIONS.

3. SEE A801 FOR DOOR ELEVATION.

H103.4 16'-0" X 16'-0" -MFSTD

MFSTD MFSTD

IHMPT PTH103.1 3'-0" X 7'-0" HW-1INSIHM --

FF FF INSMFSTD MFSTD

FF FF INSMFSTD MFSTD

HARDWARE

3 HINGES

1 LOCK (STORE ROOM)

1 CLOSER

1 KICKPLATE (32" X 32")

1 PERIMETER SEALS

1 DOOR SWEEPS

1 THRESHOLD - THERMALLY BROKEN

1 OVERHEAD STOP

A801

NO WORK THIS AREA

1/2"=1'-0"

'-0

FI

EL

D V

E R

IF

Y

WALL ASSEMBLY, TYPICAL:

CORRUGATED METAL SIDING

- MATCH EXISTING SIDING

PROFILE, THICKNESS, AND

FINISH.

5" EPS INSULATION (2

LAYERS MINIMUM) (R=20.85)

WEATHER BARRIER.

EXTERIOR SHEATHING

BOARD.

800S162-54 METAL STUDS AT

16" OC.

BATT INSULATION (R=21)

CORRUGATED METAL SIDING

- MATCH EXISTING SIDING

PROFILE, THICKNESS, AND

FINISH.

ESTIMATED EFFECTIVE

R-VALUE = 31.

'-0

1/2"=1'-0"

A801

A801

A801

A801

WALL ASSEMBLY, TYPICAL:

SEE 1/A401

A801 A801

EXISTING WALL ASSEMBLY, TYPICAL:

CORRUGATED METAL SIDING

SPRAY INSULATION

STRUCTURAL STEEL

FIRE PROOFING

CORRUGATED METAL SIDING

OR EXPOSED FIRE PROOFING

EXISTING WALL ASSEMBLY

SEE 1/A401

A801

MOTOR AND TRACK SUPPORTS, SEE

7/S201

1"=1'-0"

1/2"=1'-0"

3"=1'-0"

1"=1'-0"

1"=1'-0"

1"=1'-0"

1"=1'-0"

3"=1'-0"

3'-0"

6 1/2" 6 1/2"

1/

4" 1'

-1 1"

A801

A801

A801

2'-8"

2' -8

S

STATEMENT OF SPECIAL INSPECTIONS

100% VISUAL INSPECTION FOR SCREW ATTACHMENT, BOLTING AND

ANCHORING OF COLD-FORMED STEEL STUD SHEAR WALLS

THE FOLLOWING STRUCTURAL ITEMS REQUIRE SPECIAL INSPECTION PER IBC SECTION 1704. THESE INSPECTIONS SHALL BE PERFORMED BY A SPECIAL INSPECTOR APPROVED BY THE CONTRACTING OFFICER TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR INSPECTION AND

TESTING THAT ARE NOT PART OF SPECIAL INSPECTIONS.

COLD-FORMED STEEL

FRAMING

B.

1. MATERIAL USED TO MANUFACTURE COLD-FORMED METAL FRAMING SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM C955, GRADE 50 (Fy = 50 KSI) FOR 54 & 68 MIL (14 & 16 GAUGE) AND ASTM C955, GRADE 33 (Fy = 33 KSI) FOR 43 MIL (18 GAUGE) AND

LIGHTER.

2. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS," LATEST EDITION WITH SUPPLEMENTS

3. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, BRIDGING, ANCHORS, FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND

PROPER INSTALLATION AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBER.

4. WHERE WALL STUDS DO NOT HAVE WALLBOARD OR PLYWOOD FASTENED TO BOTH FLANGES, INSTALL BRIDGING AS

RECOMMENDED BY MANUFACTURER.

5. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS. SCREWS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. SCREW FASTENERS TO TREATED

WOOD SHALL BE STAINLESS STEEL.

A.

1. BUILDING CODE....................................................................................... 2012 IBC (INTERNATIONAL BUILDING CODE) GOVERNING JURISDICTION................................................................. EIELSON AFB CONTRACTING OFFICER

2. LIVE LOADS:

FLOOR LIVE LOAD (BASIC).............................................................. 50 PSF FLOOR LIVE LOAD (HS20)............................................................... 16,000 LB CONCENTRATED ROOF LIVE LOAD............................................................................. 20 PSF

3. SNOW LOADS:

GROUND SNOW LOAD Pg................................................................ 70 PSF FLAT ROOF SNOW LOAD Pf............................................................ 53 PSF SNOW EXPOSURE FACTOR Ce....................................................... 0.90

SNOW LOAD IMPORTANCE FACTOR I............................................ 1.2

THERMAL FACTOR Ct...................................................................... 1.0

4. WIND LOADS:

BASIC WIND SPEED......................................................................... 115 MPH (3 SECOND GUST)

BUILDING OCCUPANCY CATEGORY.............................................. IV

EXPOSURE......................................................................................... C

INTERNAL PRESSURE COEFFICIENT.............................................. 0.18

COMPONENTS AND CLADDING DESIGN PRESSURE, ZONE 4..... 20.8 PSF

5. SEISMIC LOADS:

SS....................................................................................................... 0.967 S1........................................................................................................ 0.377 SDS...................................................................................................... 0.72 SD1...................................................................................................... 0.41 SOIL SITE CLASS............................................................................... D SEISMIC DESIGN CATEGORY.......................................................... D IMPORTANCE FACTOR..................................................................... 1.5 BASIC SEISMIC FORCE RESISTING SYSTEM................................. LIGHT FRAMED WALLS USING WOOD STRUCTURAL PANELS

RATED FOR SHEAR OR STEEL SHEETS.

R......................................................................................................... 6.5 CS....................................................................................................... . 0.17 DESIGN BASE SHEAR........................................................................ 0.17W ANALYSIS PROCEDURE..................................................................... EQUIVALENT LATERAL FORCE METHOD

GENERAL STRUCTURAL NOTES

& AND

@ AT

AB ANCHOR BOLT

ABV ABOVE

ADJ ADJUSTABLE, ADJUST

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

AHR ANCHOR, ANCHORAGE

APPROX APPROXIMATE

ARCH ARCHITECTURE, ARCHITECTURAL

ASTM AMERICAN SOCIETY OF TESTING AND

MATERIALS

BC BOLT CIRCLE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLW BELOW

BM BEAM

BOT BOTTOM

BO BOTTOM OF

BP BASE PLATE

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

C CHANNEL SECTION

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CON JT CONSTRUCTION JOINT

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUED

CONTR CONTRACTOR

COORD COORDINATE

CP COMPLETE PENETRATION

CTR CENTER

CTSK COUNTERSUNK

DB DIAPHRAGM BOUNDARY

DBL DOUBLE

DEMO DEMOLITION

DIA DIAMETER

DIAG DIAGONAL

DICA DRILLED-IN-CONCRETE ANCHOR

DIM DIMENSION

DIMA DRILLED-IN-MASONRY ANCHOR

DL DEAD LOAD

DN DOWN

DO DITTO

DET DETAIL

DWG DRAWING

(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ELEC ELECTRICAL, ELECTRIC

EL ELEVATION

ENGR ENGINEER

EOC EDGE OF CONCRETE

EQ EQUAL, EARTHQUAKE

EQUIP EQUIPMENT

EXP EXPANSION

EXT EXTERIOR

EW EACH WAY

FB FLAT BAR

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISHED FLOOR

FIN FLR FINISH FLOOR

FO FACE OF

FOBM FACE OF BEAM

FOC FACE OF CONCRETE

FOS FACE OF STEEL

FRMG FRAMING

FS FAR SIDE

FT OR ' FOOT OR FEET

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GLB GLUE LAMINATED BEAM

GR GRADE

GSN GENERAL STRUCTURAL NOTES

GWB GYPSUM WALLBOARD

HLDN HOLD-DOWN

HGALV HOT-DIP GALVANIZED

HDR HEADER

HORIZ HORIZONTAL

HGT HEIGHT

HSL HORIZONTAL LONG SLOTTED HOLES

IAW IN ACCORDANCE WITH

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IN OR " INCH

INCL INCLUDE

INSUL INSULATION, INSULATE

INT INTERIOR

INTMD INTERMEDIATE

JST JOIST

JT JOINT

K KIPS

KSI KIPS PER SQUARE INCH

L ANGLE

LG LONG, LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONG LONGITUDINAL

MATL MATERIAL

MAX MAXIMUM

MC MOMENT CONNECTION, MISC.

CHANNEL

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

(N) NEW

NFS NON-FROST-SUSCEPTIBLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

PRL PARALLEL

PCC PRE-CAST CONCRETE

PEJ PRE-MOLDED EXPANSION JOINT

PERIM PERIMETER

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT, PRESSURE TREATED

QTY QUANTITY

R RADIUS, REACTION

REF REFERENCE, REFER

REINF REINFORCED

REQD REQUIRED

REV REVISION

RMV REMOVE

RM ROOM

RO ROUGH OPENING

SCHED SCHEDULE

SECT SECTION

SH PL SHEAR PLATE

SH SHEET

SIM SIMILAR

SL SNOW LOAD

SLP SLOPE

SOG SLAB-ON-GRADE

SPCG SPACING

SPEC SPECIFICATION

SQ SQUARE

SSH SHORT SLOTTED HOLE

SST STAINLESS STEEL

STD STANDARD

STFNR STIFFENER

STL STEEL

STOR STORAGE

STRUCT STRUCTURE, STRUCTURAL

SYMM SYMMETRICAL

T TOP

TEMP TEMPORARY

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

THK THICK, THICKNESS

THRU THROUGH

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOD TOP OF DECK

TOS TOP OF STEEL

TOW TOP OF WALL

TRANSV TRANSVERSE

TS TUBE STEEL

TSW TOP SEAM WELD

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VERIF VERIFY

VSL VERTICAL SLOTTED HOLE

W/ WITH

W/O WITHOUT

W WIDE FLANGE, WIDE, WIDTH

WD WOOD

WHS WELDED HEADED STUD

WJ WALL JOINT

WP WORK POINT, WATER

PROOFING

WWR WELDED WIRE

REINFORCEMENT

S001

BUILDING LAYOUT

NOT TO SCALE

S100

S100

DEMO EXISTING SHEAVES AND CABLES

EXISTING GUIDES TO REMAIN. DO

NOT DAMAGE GUIDES DURING

DEMO AND CONSTRUCTION.

EXISTING HORIZONTAL AND VERTICAL BRACES TO

REMAIN. DO NOT DAMAGE BRACES DURING DEMO

AND CONSTRUCTION.

EXISTING ROOF STRUCTURE TO REMAIN.

INCLUDES BEAMS, PURLINS, DECKING,

ROOFING AND ALL CONNECTIONS THEREOF.

DO NOT DAMAGE ROOF STRUCTURE DURING

DEMO AND CONSTRUCTION

DEMO EXISTING OVERHEAD DOOR.

DEMO EXISTING MOTOR, SHEAVES,

CABLES, COUNTERWEIGHT, AND

ASSOCIATED HARDWARE, EXCEPT AS

NOTED IN DETAIL 3.

S100

EDGE OF OPENING

IN EXISTING WALL

EXISTING CONDUIT

TO REMAIN.

EXISTING SHEAVE

FOR ADJACENT BAY

DOOR TO REMAIN.

EXISTING RAILS FOR

SHEAVES IN BOTH

BAYS TO REMAIN.

DEMO EXISTING SHEAVE IF

DEMO DOES NOT DAMAGE

OR INTERFERE WITH

ADJACENT BAY.

EXISTING SUPPORT

ANGLES TO REMAIN,

BOTH BAYS.

DEMO EXISTING

SHEAVE ASSEMBLY IF

DEMO DOES NOT

DAMAGE OR

INTERFERE WITH

ADJACENT BAY.

EXISTING SHEAVE

ASSEMBLY IN ADJACENT

BAY TO REMAIN.

EXISTING SUPPORT TO

REMAIN, BOTH BAYS.

CABLES NOT SHOWN FOR CLARITY.

DEMO CABLES IN BAY 3. CABLES IN

ADJACENT BAY TO REMAIN.

EDGE OF DOOR

OPENING BELOW.

S

S100

STRUCTURAL DEMOLITION PLAN, BAY 3

NO SCALE

S100

STRUCTURAL DEMOLITION ELEVATION

NO SCALE

S100

STRUCTURAL DEMOLITION AT SHARED CONNECTION

ISOMETRIC

GENERAL NOTES

1. DOOR OPERATION HARDWARE IN BAY 3 AND BAY 4 SHARE STRUCTURAL SUPPORT ELEMENTS. DOOR

IN BAY 4 MUST REMAIN FUNCTIONAL DURING DEMOLITION AND CONSTRUCTION, AND PERMANENTLY THEREAFTER. DO NOT REMOVE ANY HARDWARE WHICH WILL INTERFERE WITH THE OPERATION OF

THE DOOR IN BAY 4. SEE DETAIL 3 FOR ADDITIONAL INFORMATION.

PHOTOGRAPH OF SHARED DOOR HARDWARE AT BAY 4

PHOTOGRAPH OF SHARED DOOR HARDWARE AT BAY 4

DOUBLE JACK STUD

AT EACH END OF

EACH OVERHEAD

DOOR OPENING

BOX HEADER AT

OVERHEAD DOOR,

SEE 1/S201

800T200-54 (50 KSI) TOP TRACK. SECURE TO

UNDERSIDE OF EXISTING OPENING PER 4/S201.

FULL HEIGHT STUDS TO BE

BACK-TO-BACK 800S162-54 (50 KSI) COLD

FORMED STEEL STUDS AT 16" O.C.

SPLICE STUDS PER 3/S201.

TOP OF EXISTING WALL

EXISTING FLOOR SLAB

SINGLE END STUD. SECURE

TO EXISTING WALL

OPENING FRAMING PER

5/S201. EXISTING OPENING

FRAMING IS LIGHT GAUGE

STEEL OR STRUCTURAL

STEEL ANGLE.

SECURE STUDS TO TRACK

AT HEADERS WITH #8

SELF TAPPING SCREWS

THROUGH EACH FLANGE

OF EACH STUD

800T200-54 (50KSI) BOTTOM TRACK. ANCHOR TO

EXISTING FLOOR SLAB WITH 0.145" DIA X 1 1/4" LONG

POWDER ACTUATED FASTENERS AT MAX 32" O.C., BUT

NO LESS THAN 2 FASTENERS PER WALL SEGMENT

BETWEEN OPENINGS. INSTALL ONE FASTENER WITHIN

6" OF EACH END OF EACH OPENING. INSTALL SILL

SEALER PER SPECIFICATIONS.

STUDS ABOVE OVERHEAD DOORS TO BE SINGLE

800S162-54 (50 KSI) COLD FORMED STEEL STUDS AT

16" O.C.

APPROX 64'-0", FIELD VERIFY

A P

P R

O X

5'

-0

FI

E

LD

V

E R

IF

Y1

S201

BOX HEADER AT

PERSONNEL DOOR

PER 2/S201.

S201

STUDS ABOVE PERSONNEL DOOR TO BE

DOUBLE 800S162-54 (50 KSI) COLD

FORMED STEEL STUDS AT 16" O.C. MAX.

SECURE STUDS TO BOTTOM TRACK

WITH #8 SELF TAPPING SCREWS

THROUGH EACH FLANGE OF EACH STUD.

SECURE STUDS TO TOP

TRACK WITH #8 SELF

TAPPING SCREWS

THROUGH EACH FLANGE

OF EACH STUD

S201

10 1/2" 16'-1" 7'-0" 16'-1" 1'-11 1/2" 3'-1" 1'-11 1/2" 16'-1" 10 1/2"

S201

S201

S201

SIM

TYP

S

S200

INFILL WALL FRAMING, BAY 3

NOT TO SCALE

GENERAL NOTES

DIMENSIONS SHOWN ARE APPROXIMATE. COORDINATE

DOOR ROUGH OPENING DIMENSIONS WITH DOOR

MANUFACTURER'S SUBMITTAL INFORMATION SHEETS.

SEE A201 FOR DESIGN DOOR SIZES.

800T200-54 (50 KSI)

BOTTOM TRACK

800T200-54 (50 KSI) TRACK.

TOP FLANGES ORIENTED TO

ACCEPT WALL STUDS.

WALL STUDS

INSULATE BOX HEADER CAVITY

BEFORE INSTALLING TOP TRACK.

FOUR 800S162-54 (50 KSI) STUD SECTIONS.

FASTEN TOP AND BOTTOM TRACK TO FLANGES

OF EACH SECTION WITH # 8 SELF TAPPING

SCREWS AT MAX 12" O.C. STAGGER

PLACEMENT OF FASTENERS HORIZONTALLY.

TWO 800S162-54 (50

KSI) SECTIONS TO

FORM BOX HEADER.

800T200-54 (50 KSI)

BOTTOM TRACK

800T200-54 (50 KSI) TRACK.

TOP FLANGES ORIENTED TO

ACCEPT WALL STUDS.

WALL STUDS

INSULATE BOX HEADER CAVITY

BEFORE INSTALLING TOP TRACK.

4' -0

" M

IN

B E

TW

E

E N

S P

LI

C

E P

O

IN

TS

SPLICE STUD AS NEEDED TO

ACHIEVE REQUIRED HEIGHT.

CONTRACTOR TO USE MINIMUM

NECESSARY SPLICES. DO NOT

SPLICE WITHIN 6 FEET OF TOP

OR BOTTOM OF WALL.

A

A

3" T

Y P

V E

R T

2 5/8" TYP

HORIZ

1/

2" C

LR

TO

E D

G E

NINE #8 SELF

TAPPING SCREWS,

EACH SIDE OF

SPLICE, TYP.

EXISTING HEADER.

OUTSIDE FACE OF

EXISTING WALL.

WALL ASSEMBLY PER A 401.

STRUCTURAL WALL TOP

TRACK. FASTEN TO EXISTING

HEADER WITH #8 SELF

TAPPING SCREWS AT 8" O.C.

PRE-DRILL PILOT HOLES INTO

STRUCTURAL STEEL HEADER.

3" X5" 16 GAUGE ANGLE, FULL

LENGTH OF INFILL WALL.

FASTEN TO TOP TRACK AND

EXISTING HEADER WITH #8 SELF

TAPPING SCREWS AT 8" O.C.

PRE-DRILL PILOT HOLES INTO

STRUCTURAL STEEL HEADER.

2"X2"X6" 16 GAUGE

ANGLE CLIP. FASTEN TO

WEB OF KING STUDS AND

HEADER TOP TRACK

WITH FOUR # 8 SELF

TAPPING SCREWS EACH.

2"X2"X6" 16 GAUGE

ANGLE CLIP. FASTEN TO

WEB OF JACK STUD AND

HEADER BOTTOM TRACK

WITH FOUR # 8 SELF

TAPPING SCREWS EACH.

TOP TRACK SECTION AT JACK

STUDS. FASTEN TO HEADER

BOTTOM TRACK WITH FOUR # 8

SELF TAPPING SCREWS.

2" X4"X2" 16 GAUGE ANGLE

CLIPS AT 16" O.C. MAX, FULL

HEIGHT OF INFILL WALL.

FASTEN TO END STUD AND

EXISTING FRAMING WITH ONE

#8 SELF TAPPING SCREW EACH.

EXISTING

EXTERIOR

WALL PANEL

EXISTING WALL

FRAMING

WALL ASSEMBLY PER A401

INFILL WALL

END STUD

KING STUD PER 1/S200

DOUBLE JACK STUD PER 1/S200. FILL

CAVITY WITH INSULATION PRIOR TO

INSTALLING SECOND STUD.

ORIENT SECOND JACK STUD

SO THAT WEB IS FLUSH

WITH EDGE OF EXTERIOR

WALL ASSEMBLY.

1/8" CABLE BRACE AT 45°, TYP

FOUR PER MOTOR IN FOUR

ORTHOGONAL DIRECTIONS.

FASTEN AT BOTH ENDS WITH

CABLE BRACE END

CONNECTORS, MASON SSB-1,

MASON SCBH-1, OR EQUAL.

1 5/8" CHANNEL STRUT, TYP

TWO AT EACH MOTOR

LOCATION.

1/4" DIA ALL THREAD ROD WITH

ROD STIFFENERS, TYP FOUR AT

EACH MOTOR LOCATION

CONTINUOUS 1 5/8" CHANNEL

STRUT. ATTACH TO EACH

EXISTING CURVED BEAM WITH

1/4" DIA BOLTS THROUGH

BOTTOM FLANGE.

OVERHEAD DOOR MOTOR, TYP ONE PER DOOR.

OVERHEAD DOOR

TRACKS, INSTALL PER

MANUFACTURER'S

INSTRUCTIONS.

OVERHEAD DOOR TRACK

SUPPORT. 1 5/8" CHANNEL

STRUT AT BENT BEAM AND

DOOR TRACK WITH 1/4" DIA

ALL THREAD ROD WITH ROD

STIFFENER. SPACE 4' O.C.

MAX, BUT NO LESS THAN

THREE PER DOOR TRACK.

EXISTING BENT BEAM

S

S201

BOX HEADER AT OVERHEAD DOORS

NOT TO SCALE

S201

BOX HEADER AT PERSONNEL DOOR

NOT TO SCALE

S201

TYPICAL STUD SPLICE DETAIL

NOT TO SCALE

S201

WALL TRACK CONNECTION TO EXISTING HEADER

NOT TO SCALE

S201

STUDS AT OVERHEAD DOOR AND EXISTING WALL

NOT TO SCALE

S201

TYPICAL BOX HEADER END CONNECTION

NOT TO SCALE

S201

OVERHEAD DOOR MOTOR AND TRACK SUPPORT

NOT TO SCALE

E100

DEMOLITION PLAN

1/16"=1'-0"

E100

ELECTRICAL POWER PLAN

1/16"=1'-0"

E

100SPECIFIC NOTES

GENERAL SHEET E100 NOTES