6)_Drawing__STRU.PDF

PDF 1 MB Posted Jun 6, 2019

Attached to: Repair Building B127, CP Bonifas
Solicitation number: W90VN819R0038
Issued by: Department of the Army Materiel Command Army Contracting Command

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Drawing 6. Structural

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2 3

4 5

NUMBER

IDENTIFICATION

SHEET

S E

S c a le

A p p ro v e d b y

D w n b y

C k d b y

D e s ig n e d b y

D a te

P ro je c t n o

S u b m it te d b y

D ra w in g n o

R e v ie w e d b y D

A T

M A

R K

D E

S C

N A

P P

D A

T E

U s in g A g e n c y

S a fe ty O ff ic e r

B ld g s

G ro u n d s

U ti li ti e s

F ir e P re v P ro t

In s p e c ti o n

O th e rs

R e v

D a te

T A

L L

A T

N M

A N

A G

E M

E N

C O

M M

A N

D -P

A C

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

E C

T O

R A

T E O

F P

U B

O R

K S

E N

E E

G D

U N

A P

O A

-5

U S A

R M

Y G

A R

O N R

E D C

L O

U D

C H

O E S M

C A

M P B

O N

A S

K O

R E

T R

A N

S C

E R W

H N

E W I

N C

L U

G R

E P

S -1

F E

W R

E P

L A

C E F

E A

L A

R M B

P R

WALL

STIRRUP OR TIE

PRECAST CONCRETE COVER, REFER TO ACI-318 CHAPTER 7.

3. PROTECTIVE COVER SHOWN IS FOR CAST-IN-PLACE CONCRETE ONLY. FOR

2. THICKER PROTECTIVE COVER INDICATED IN SPECIFIC DETAILS SHALL GOVERN.

1. PROTECTIVE COVER SHOWN IS MINIMUM PERMITTED

75 CLR.

CONCRETE CAST

AGAINST EARTH

BEYOND

CONCRETE EXPOSED TO

EARTH OR WEATHER

NOTE

EXTERIOR

C L

MAIN OR TEMPERATURE

EARTH/CONC

BAR (TYP)

STIRRUP OR

TIE

EARTH

FACE

SURFACE

TEMPERATURE

BAR (TYP)

STIRRUP OR

MAIN OR

FORMED CONC

TIE

MAIN OR

BAR (TYP)

TEMPERATURE

BEAM

BARSMAIN BAR

CONCRETE NOT EXPOSED TO

EARTH OR WEATHER

COLUMN STIRRUP

40 CLR.

20 CLR

BEAM

20 CLR

MAIN

40 CLR

SLAB

JOINTS SHALL BE LOCATED AT THE MIDDLE 1/6 OF THE SLAB SPAN IN EITHER

Fy = 240 MPa

Fu = 400 MPa

Fu = 490 MPa

Fu = 1000 MPa

Fy = 240 MPa fy = 400 MPa fy = 448 MPa

2. METAL YIELD STRENGTHS (Fy) OR TENSILE STRENGTHS (Fu) :

f'c = 30 MPa

- MACHINE/ANCHOR BOLTS

- HIGH STRENGTH BOLTS (F10T OR A325)

- WELDING ELECTRODES (E70xx)

- WELDED WIRE FABRIC

- SLAB ON GRADE, MECH PAD

C. MATERIAL STRENGTHS :

- STANDING SEAM ROOFING (MIN)

- REINFORCING BARS (SD40 OR GRADE 60)

- STRUCTURAL STEEL (SS400 OR A36)

1220 mm

960 Pa

V = 59.4 m/sec (USD)

CLASS D

S1=0.07g, Ss=0.16g

100 kPa

TO CLEAN AND ROUGH STANDARDS.

DIRECTION. ALL REINFORCING BARS SHALL BE CONTINUOUS THROUGH CONSTRUCTION

JOINTS AND CONCRETE JOINT FACES SHALL BE KEYED OR INTENTIONALLY ROUGHENED

- BASIC WIND SPEED (RISK CATEGORY II)

- EXPOSURE CATEGORY

- WIND PRESSURE

- MINIMUM DESIGN BEARING CAPACITY

- IMPORTANCE FACTOR

- FROST DEPTH

B. FOUNDATIONS :

1. DESIGN PARAMETERS

- SEISMICITY

- SOIL TYPE

4. SEISMIC (UFC 3-301-01)

- RISK CATEGORY

DESIGN DATA

A. DESIGN LOADS :

2. FLOOR LIVE

3. WIND (UFC 3-301-01/IBC)

- GROUND SNOW

- LIVE

1. ROOF

AND SHALL BE MODIFIED TO SUIT THE SELECTED EQUIPMENT.

PERIMETER FELT JOINTS. UNDER NO CIRCUMSTANCES SHALL SUCH JOINTS BE

D. CONSTRUCTION JOINTS ARE PERMITTED IN STRUCTURAL SLABS ON GRADE IF REQUIRED

BY CONCRETE PLACEMENT AND FINISHING LIMITATIONS. WHEN REQUIRED, CONSTRUCTION

CLEAN AND ROUGH JOINT SHALL REFER TO A CONCRETE TO CONCRETE CONTACT

SURFACE WHICH IS CLEAN AND FREE OF LAITANCE AND INTENTIONALLY ROUGHENED

1. DIMENSIONS, LOCATIONS, AND SIZES OF EQUIPMENT SUPPORTS, PADS, AND ROOF

OR WALL OPENINGS SHOWN ON THESE DRAWINGS ARE FOR INFORMATION ONLY

2. ANCHOR BOLTS SHALL BE SIZED AND LOCATED AS REQUIRED BY THE EQUIPMENT

A MINIMUM DISTANCE OF 150mm SHALL BE MAINTAINED FROM CENTER OF ANCHOR

3. SEE MECHANICAL DRAWINGS FOR ADDITIONAL PIPES, RISERS, VENTS, AND DUCTS

4. CONCRETE PLACED OVER PIPING SHALL BE POURED ONLY AFTER THE PIPING HAS

C. STRUCTURAL SLABS DO NOT REQUIRE CONTRACTION JOINTS, EXPANSIONS JOINTS, OR

TO AN AMPLITUDE OF 6mm (MINIMUM). JOINT SHALL BE CLEANED WITH WATER BLAST

MANUFACTURER'S SHOP DRAWINGS.

BOLT TO EDGE OF EQUIPMENT PAD.

WHICH PENETRATE THE ROOF, FLOOR OR WALL.

BEEN INSPECTED, TESTED AND APPROVED.

PERMITTED IN STRUCTURAL SLABS ON GRADE.

B. MECHANICAL EQUIPMENT

GENERAL NOTES

A. CONCRETE CLEAN AND ROUGH JOINT(CRJ)

CHIPPING HAMMER, OR OTHER SUITABLE MEANS.

1. CONCRETE MINIMUM COMPRESSIVE STRENGTH (f'c) :

SLEEVE

BEAM

MINMIN

SECTION "A-A"

SLEEVE

"A"

GRADE BEAM

FOOTING OR

STEM WALL

"A"

PARALLEL PIPE PERPENDICULAR PIPE

MIN

BELOW THIS PLANE

EMBEDMENT PERMITTED

NO PIPE OR CONDUIT

FOOTING OR GRADE

NOT TO SCALE

STANDARD HOOK FOR MAIN BARS, STIRRUPS & TIES

NOT TO SCALE

WALL INTERSECTIONS

NOT TO SCALE

CONCRETE PROTECTION FOR REINF BARS

NOT TO SCALE

PIPE OR CONDUIT AT FOUNDATION - DESIGN CATAGORY B

NOTE : SEE PLUMBING DRAWINGS

FOR SLEEVE DETAIL

STANDING SEAM METAL ROOFINGSSMR

RIM JOISTRJ

EAVE STRUTES

BOPC BOTTOM OF PILE CAP

CONC CONCRETE

CONSTRUCTION JOINTCNJ

CONTINUOUS OR CONTINUECONN

CWB CAPILLARY WATER BARRIER

HIGH STRENGTH BOLT

IJ ISOLATION JOINT

DET DETAIL

DIAMETERDIA

DIM DIMENSION

DN DOWN

DWG DRAWING

DWGS DRAWINGS

EACH FACEEF

EACHEA

EL ELEVATION

EQUIP EQUIPMENT

EW EACH WAY

EJ EXPANSION JOINT

EXP JT EXPANSION JOINT

EXST EXISTING

FL FLOOR

FNSH FINISH

FOOTFT

HGT HEIGHT

GRADE BEAMGB

GALVANIZEDGALV

HORIZ HORIZONTAL

HSB

JOINTJT

ELEC ELECTRICAL

EQ EQUAL

INDICATOR PILEIP

WWF

VARIABLEVAR

WITHW/

VERT VERTICAL

TRANSVERSALTRANS

TYP TYPICAL

THICKENED SLABTS

TOC TOP OF CONCRETE

THROUGHTHRU

TOP BART BAR

THK THICKNESS

BOTTOM BARB BAR

BOTTOM MOST BARBM BAR

STRUCTURALSTRL

STL STEEL

STD STANDARD

SQ SQUARE

SPEC(S) SPECIFICATION(S)

SIMILARSIM

SCHEDULESCHED

STRUC STRUCTURAL

RO ROUGH OPENING

ROOMRM

RFG ROOFING

REQUIREDREQD

REPL REPLACE OR REPLACEMENT

REINFORCED OR REINFORCEMENTREINF

RC REINFORCED CONCRETE

RADIUSRAD

PROJECTPROJ

PANELPNL

PC PILE CAP

PEDESTALPED

PEJ PRE-MOLDED EXPANSION JOINT

OPPOSITEOPP

OPNG OPENING

ON CENTEROC

NTS NOT TO SCALE

LONGITUDINALLONGIT

NUMBERNO

NOT IN CONTRACTNIC

NON FROST SUSCEPTIBLE MATERIALNFSM

NA NOT APPLICABLE

MISCELLANEOUSMISC

MIN MINIMUM

MANUFACTUREMFR

MEZZANINEMEZZ

MACHINE BOLTMB

METALMET

MECH MECHANICAL

MIDDLEMID

MAX MAXIMUM

MATERIALMATL

MAINT MAINTENANCE

LG LENGTH

COLUMNCOL

CONCRETE MASONRY UNITCMU

CLEARANCECLR

CRACK CONTROL JOINTCLJ

CJ CONTROL JOINT

CENTER LINECL

BOT BOTTOM

BEAMBM

BKS BARRACKS

BLDG BUILDING

ARCHITECTURALARCH

ANCHOR BOLTAB

WELDED WIRE FABRIC

AUTOMATIC WELDING STUDAWS

ABBREVIATIONS

QTY QUANTITY

FOR

BAR CLEAR COVER

TEE INTERSECTION

FOR

CORNER

STANDARD HOOKS

STANDARD HOOK

MAIN BAR

ADDED VERT BARS

WALL HORIZ BARS

WALL VERT BARS

SEE SEE

SIZE

BAR

H d

DdD D

DIMENSION

DETAILING

D E

T A

E N

D E

T A

E N

DETAILING

A or G

D (mm)SIZE

BAR

140HD22

HD13

HD19

HD16

HD10

(mm)

HOOKS

(mm) A or G

STIRRUP & TIE HOOKS

D=4d FOR HD10 ~ HD16 BARS

D=6d FOR HD10 ~ HD25 BARS

D=8d FOR HD29, HD32 BARS

MAIN BAR HOOKS

HD19

HD22

HD16

HD13

HD29

HD32

HD25

(mm)

HD16

HD10

HD13

D=6d FOR HD19, HD22 BARS

SEISMIC STIRRUP/TIE HOOKS

D=4d FOR HD10 ~ HD16 BARS

APPROX.

A or G (mm)

H(mm)

L BEAM

(mm)

DIMENSION

SIZE

HD10

D J

A or G

(mm)

BAR

(mm) J d

L BEAM

A or G (mm)

HOOKS

c dD

D c

H d

D E

T A

E N

APPROX.

H(mm)

1 2

3 4

SF001

IBC TABLE 1609.6.2.1(1) & (4)

Fy = 240 MPa - COLD-FORMED STEEL SHAPES f'c = 24 MPa - ALL CONCRETE UNLESS NOTED OTHERWISE

7,200 Pa - MECHANICAL ROOM/COMM. ROOM

40 CLR

20 CLR 20 CLR

230230

M A X .(6 d ,7 m m

A o r

MAX.(4d,60mm)

A or G

A d

A or G

SF001

Y P

A L D

E T

G E

N E

R A

L N

O T

E S

D E

N D

A T

2 3

4 5

NUMBER

IDENTIFICATION

SHEET

S E

S c a le

A p p ro v e d b y

D w n b y

C k d b y

D e s ig n e d b y

D a te

P ro je c t n o

S u b m it te d b y

D ra w in g n o

R e v ie w e d b y D

A T

M A

R K

D E

S C

N A

P P

D A

T E

U s in g A g e n c y

S a fe ty O ff ic e r

B ld g s

G ro u n d s

U ti li ti e s

F ir e P re v P ro t

In s p e c ti o n

O th e rs

R e v

D a te

T A

L L

A T

N M

A N

A G

E M

E N

C O

M M

A N

D -P

A C

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

E C

T O

R A

T E O

F P

U B

O R

K S

E N

E E

G D

U N

A P

O A

-5

U S A

R M

Y G

A R

O N R

E D C

L O

U D

C H

O E S M

C A

M P B

O N

A S

K O

R E

T R

A N

S C

E R W

H N

E W I

N C

L U

G R

E P

S -1

F E

W R

E P

L A

C E F

E A

L A

R M B

P R

2 3 4 5

S L

O P

E S

L O

P E

REMOVE EXISTING

METAL ROOFING

S L

O P

REMAIN EXISTING

LOW ROOF PURLIN(TYP.)

E -S

LEGEND

E-SB1 : REMAIN EXISTING STEEL BEAM

R-P1

E-P1

E-P1 : REMAIN EXISTING PURLIN

REMOVE EXISTING

ROOF PURLIN

R-P1 : REMOVE EXISTING PURLIN

NOTE 2

*NOTE

2. EXISTING LOW ROOF PURLIN SPACES AND ROOF SLOPE ARE BY EYE MEASURE.

EXISTING LOW

ROOF

EXISTING HIGH

ROOF

3. EXISTING HIGH ROOF FRAMES ARE ASSUMED THAT CONSIST OF WOOD OR

LIGHT WEIGHT STEEL, REMOVAL WORK SHOULD BE PROCEEDED NOT TO DAMAGE

NOTE 3

REMOVE EXISTING

HIGH ROOF FRAME

EXISTING LOW ROOF BEAMS AND PURLINS.

E -S

2337 6909 15334

24580

E-P1

2337 6909 15334

24580

300 6075 300

SCOPE OF WORK

2 SAW CUT EXISTING CMU WALL

REPLACE CONC STOOP

REPAIR AND MAINTENANCE WORK

REPLACE EXISTING CONC SLAB W/ NEW 150THK CONC SLAB

BLOCK-UP EXISTING OPENING W/ CMU

5 REPLACE EXISTING HIGH ROOF W/ NEW

2 2

EXISTING GROUND FLOOR PLAN

SCALE: 1/100

EXISTING ROOF FRAMING PLAN

SCALE: 1/100

E-SC1 : REMAIN EXISTING STEEL COLUMN

E-SC1 E-SC1 E-SC1 E-SC1 E-SC1

1. EXISTING MAIN FRAME(PEB) SIZES COULDN'T CHECK CLEARLY BECAUSE THIS BUILDING

IS USING NOW, CONTRACTOR MUST HAVE CHECKED EXISTING MAIN FRAME FOR SUPPORTING

COLUMN OF NEW HIGH ROOF.

5915 6075 5915

SF101

SCALE: 1:100

0 1000 2000 4000mm

O O

F F

R A

G P

L A

N S

E X

G /R

E M

O V

A L G

R O

U N

D F

L O

O R

2 3

4 5

NUMBER

IDENTIFICATION

SHEET

S E

S c a le

A p p ro v e d b y

D w n b y

C k d b y

D e s ig n e d b y

D a te

P ro je c t n o

S u b m it te d b y

D ra w in g n o

R e v ie w e d b y D

A T

M A

R K

D E

S C

N A

P P

D A

T E

U s in g A g e n c y

S a fe ty O ff ic e r

B ld g s

G ro u n d s

U ti li ti e s

F ir e P re v P ro t

In s p e c ti o n

O th e rs

R e v

D a te

T A

L L

A T

N M

A N

A G

E M

E N

C O

M M

A N

D -P

A C

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

E C

T O

R A

T E O

F P

U B

O R

K S

E N

E E

G D

U N

A P

O A

-5

U S A

R M

Y G

A R

O N R

E D C

L O

U D

C H

O E S M

C A

M P B

O N

A S

K O

R E

T R

A N

S C

E R W

H N

E W I

N C

L U

G R

E P

S -1

F E

W R

E P

L A

C E F

E A

L A

R M B

P R

2 3 4 5

S L

O P

E S

L O

P E

S L

O P

REMAIN EXISTING

LOW ROOF PURLIN

E -S

NEW HIGH

ROOF

EXISTING LOW

ROOF

LEGEND

N-SB1 : H-125x125x6.5x9 STEEL BEAM

N-SC1 : 101.6 DIAx5t STEEL COLUMN

N-P1 : C-200x80x7.5x11 PURLIN

N-P1

N-SC1

E-P1

N-SC1

N-SC1 N-SC1

N-SC1

N -S

E -S

E R

15334

24580

N -S

LEGEND

NEW 150THK CONC SLAB

EXISTING 200 THK CMU WALL

MECH PAD

SCOPE OF WORK

2 SAW CUT EXISTING CMU WALL

REPLACE CONC STOOP

REPAIR AND MAINTENANCE WORK

REPLACE EXISTING CONC SLAB W/ NEW 150THK CONC SLAB

BLOCK-UP EXISTING OPENING W/ CMU

5 REPLACE EXISTING HIGH ROOF W/ NEW

FORM DECK PL(U.N.O.)

24580

NEW GROUND FLOOR PLAN

SCALE: 1/100

NEW ROOF FRAMING PLAN

SCALE: 1/100

N-SC1

E-P1

E-SC1 E-SC1 E-SC1 E-SC1 E-SC1

150THK CONC SLAB ON

GRADE

PAD

SF401

* SECTION PROPERTY :

1.2thk

Sx=17.5cm /M

Ix=60.5 cm /M

204.7146

10639.6

58.6

INSULATION & METAL SCREW

SSMR (SEE ARCH DWG FOR DETAIL)

(SEE ARCH DWG FOR DETAIL)

1441.3

2 AREA

LOADING DIAGRAMS/TABLES _BASED ON ASD

PRESSURE ACTING

AWAY FROM SURFACES

PRESSURE ACTING

(UNIT :N/M^2)

TOWARD

DIRECTION

PRESSURE

948.2

1 AREA

AREA

"a" DISTANCE= 0.9M

3 AREA

1883.3( ) ( )

WIND FORCE FOR COMPONENTS & CLADING

a a a a

AT HATCHING AREA

SHALL BE 750mm

MAXIMUM PURLIN SPACING

CONC STOOP

SEE FOR DET.

SF501

MECH PAD

SEE FOR DET.

SF501

SEE FOR DET.

SF501

2337 6909

5915 6075 6075 5915300

5915 6075 6075 5915300 300

2 3 3

1 2 2

3 2 3 3

1 2

SF102SCALE: 1:100

0 1000 2000 4000mm

O O

F F

R A

G P

L A

N S

N E

W G

R O

U N

D F

L O

O R

2 3

4 5

NUMBER

IDENTIFICATION

SHEET

S E

S c a le

A p p ro v e d b y

D w n b y

C k d b y

D e s ig n e d b y

D a te

P ro je c t n o

S u b m it te d b y

D ra w in g n o

R e v ie w e d b y D

A T

M A

R K

D E

S C

N A

P P

D A

T E

U s in g A g e n c y

S a fe ty O ff ic e r

B ld g s

G ro u n d s

U ti li ti e s

F ir e P re v P ro t

In s p e c ti o n

O th e rs

R e v

D a te

T A

L L

A T

N M

A N

A G

E M

E N

C O

M M

A N

D -P

A C

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

E C

T O

R A

T E O

F P

U B

O R

K S

E N

E E

G D

U N

A P

O A

-5

U S A

R M

Y G

A R

O N R

E D C

L O

U D

C H

O E S M

C A

M P B

O N

A S

K O

R E

T R

A N

S C

E R W

H N

E W I

N C

L U

G R

E P

S -1

F E

W R

E P

L A

C E F

E A

L A

R M B

P R

D A

F O

R M D

E C

H -1 x x .5 x

N -S

L O

W R

O O

F F

R A

M E B

Y P

E B

E -S

N -S

C 1 E

C M

U W

A L L

E X

S T

E E

L C

O L

U M

N B

Y P

E B

E X

C O

N C S

L A

F O

R M D

E C

H -1 x x .5 x

N -S

L O

W R

O O

F F

R A

M E B

Y P

E B

E -S

N -S

E X

C M

U W

A L L

E X

S T

E E

L C

O L

U M

N B

Y P

E B

E X

C M

U W

A L L

E X

C O

N C S

L A

S C

A L E

B U

G C

R O

S S S

E C

S C

A L E

B U

G C

R O

S S S

E C

E X

G P

U R

E X

G P

U R

E X

L -2 x x .5 x

P U

R L

B C

E X

C M

U W

A L L

E X

C M

U W

A L L

E X

C O

N C S

L A

E X

C M

U W

A L L

E X

C M

U W

A L L

H K C

O N

C S

L A

B O

O V

E R

H K C

W B

O V

E R V

A P

O R B

A R

-1 x W

W F

G R

A D

E W

M W

N F S

O O

S T

O O

N F S

F O

R M D

E C

K L -2 x x .5 x

P U

R L

S F

Y P

S F

Y P

SF401

S C

A L E

:3 m m

B U

G C

R O

S S S

E C

N S

2 3

4 5

NUMBER

IDENTIFICATION

SHEET

S E

S c a le

A p p ro v e d b y

D w n b y

C k d b y

D e s ig n e d b y

D a te

P ro je c t n o

S u b m it te d b y

D ra w in g n o

R e v ie w e d b y D

A T

M A

R K

D E

S C

N A

P P

D A

T E

U s in g A g e n c y

S a fe ty O ff ic e r

B ld g s

G ro u n d s

U ti li ti e s

F ir e P re v P ro t

In s p e c ti o n

O th e rs

R e v

D a te

T A

L L

A T

N M

A N

A G

E M

E N

C O

M M

A N

D -P

A C

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

E C

T O

R A

T E O

F P

U B

O R

K S

E N

E E

G D

U N

A P

O A

-5

U S A

R M

Y G

A R

O N R

E D C

L O

U D

C H

O E S M

C A

M P B

O N

A S

K O

R E

T R

A N

S C

E R W

H N

E W I

N C

L U

G R

E P

S -1

F E

W R

E P

L A

C E F

E A

L A

R M B

P R

GRUOT

(NOTE1)

SOLID

T-BAR

B-BAR

DSTIRRUP

B-BARS

OPENING

CLR40

T-BARS

PRECAST CONCRETE

LINTEL

STIRRUP

MORTAR

EXST CMU

WALL

200 200

NOTE2

@MECH.

150x150 WWF

SEE PLAN

HD13

FNSH FL.

NFSM.

40CLR

W/ SEALANT

MW10(#8)-

10 PEJ

SCALE:

CONTRACTION JOINT(CRJ)

NTS

NOT TO SCALE

CMU BLOCK-UP DETAIL

800 O.C.(MAX)

HD13 HORIZ BARS

1. 150mm DEEP HOLE W/EPOXY

MORTAR @ GROUTED CELLS.

2. BREAK OUT BLOCK WEB &

GROUT SOLID WHERE GROUTED

PAPER FILLER @ CASE 2

CELLS DO NOT OCCUR

EXST CMU SOLID GROUT

IN-FILL

HD13 BAR

OPENING

@800 O.C. ON

LIMIT OF EXST

MORTAR

150mm DEEP HOLE W/EPOXY

EXISTING CONC STEM@ DOOR

CMU WALL OPENING DETAIL @EXISTING WALL

NOT TO SCALE

SECTION A-AELEVATION

SCALE:

CONC STOOP DETAIL

1/20

SF102

SCALE: 1/20

SF102

PAD DETAIL

SEE PLAN

0 1

APRON

@400 O.C. OIL OR

GREASE 1-END

20DIAx400 DOWEL

POURED JOINT

SEALANT W/

SEPARATING TAPE

LAP

BEAM

EXISTING GRADE

150THK CWB

W/ SEALANT

AT ALL EDGES

20mm CHAMFER

10THK

PERIMETER

FELT JOINT

150MIN.

C L

SIZE & LOCATION

CHEMICAL ANCHOR BOLT

AS REQ'D BY EQUIPMENT

150MIN.

@300 O.C. E.W. & E.F.

HD13

LINTEL SCHEDULE

D (MIN)MARK

L1 200

B-BARS

L (MAX) T-BARS

2-HD13

STIRRUPS

HD10@150 O.C.

L2 200 2100 2-HD16 HD10@150 O.C.

2-HD13

2-HD16

1. AFTER CUTTING OPENING, GROUT JAMBS

SOLID TO GREATEST EXTENT POSSIBLE

OR LOUVER FRAME

2. DIMENSION AS REQUIRED FOR DOORS, WINDOW,

NOTES:

3. SEE ARCH PLAN FOR DOOR SIZE AND LOCATION

SCALE: 1/10

SF401

DETAIL

SCALE: 1/10

SF102

DETAIL

3-SIDES

9THK STIFFNER

150x150x6t

BASE PLATE

101.6DIAx5t

STEEL COLUMN

EXISTING STEEL

BEAM

H-125x125x6.5x9

N-SB1

3-SIDES

6THK STIFFNER

PURLIN

L-200x80x7.5x11

W/ 2-M12 MB

L-150x90x9

(BOTH SIDES)

V A

SF501

SCALE: 1:10

100 200 400mm

SCALE: 1:20

200 400 800mm

D E

T A

File details come from the government source that posted it.