161514131211109876.7531

A

B

D

2

S101 S102

C

19

'-10

"2

'-2"

22

'-0"

20'-11 1/2" 20'-0" 13'-5" 6'-7" 6'-0" 8'-0" 6'-0" 14'-0" 6'-0" 14'-0" 6'-0" 14'-0" 6'-11 1/2"

EQ EQ EQ EQ EQ EQ

EQ

EQ

2'-0

"2

'-0"

EQ

EQ

2'-0

"2

'-0"NEW HORIZONTAL

BRIDGING 1X74 EQUALLEG ANGLES (TYP.)

NEW STEEL JOIST - 12K1(TYP.)

EX. BAR JOISTS

EX. BAR JOISTS EX. STEEL BEAMS EX. BAR JOISTS

EX. STEEL BEAMS

NEWELEVATORSHAFTFRAMING

161514131211109876.7531

A

B

D

C

3

S105

A.1

A.2

7.5 9.5

1

S105

2

S105

1

S101 S102

9'-4

"

19

'-10

"2

'-2"

22

'-0"

20'-11 1/2" 20'-0" 13'-5" 6'-7"10 1/2"

5'-1 1/2" 8'-0" 5'-1 1/2"10 1/2"

14'-0" 6'-0" 14'-0" 6'-0" 14'-0" 6'-11 1/2"

1

S101 S101

EX. BAR JOISTS

EX. BAR JOISTS EX. STEEL BEAMS EX. BAR JOISTS

EX. STEELBEAMS

NEW STAIRCASEFRAMING

10987

A

3

S105

A.1

A.2

7.5 9.5

1

S105

2

S105

EXISTING SLOPEDBEAMS

EXISTING Z-PURLINS (TYP.)TRIM FOR NEW ROOF FASCIA

NOTES:1. FASTEN NEW DECK TO EX. PURLINS USING 12-24 LONG-LIFE TEK

SCREWS (#5 DRILL POINT) AT 12" O.C. (EVERY OTHER VALLEY).2. USE #10 X 7/8" LAP TEK SCREWS W/ WASHERS AT 36" O.C. FOR

LAPS AND FLASHING.

9'-8

" T

YP

.

TYP.

~ 2'-6"

18'-7" TYP.

EXISTING SLOPED BEAM (TYP.)TRIM FOR NEW ROOF FASCIA

NEW STEEL BENTPLATE (TYP.)

EXISTING STEELTUBE COLUMN (TYP.)

DAVID P. SEGARSMM

C

OH

ON

WEALT F

LIC. NO. 26014

I

V

AINI

GR

PROFE

SSI ONAL ENG

I

RE

EN

O

SHEET NUMBER:

DRAWN BY:

APPROVED:

SCALE:

DESIGN BY:

PROJECT NO.

DWG. DATE:

REVIS

IONS

NO.

BY

COMMENTS

DATE

OF SHEETS

Ph.

(540)

943-1138 - Fax (5

40)

943-4526

E-Mail:

dave@segars

engineering.c

om

S ES

EG

AR

S E

NG

INE

ER

ING

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

E

D

F

G

H

I

J

K

As indicated

S101

313004

DRF

HCK

DPS

INV

IST

A400 D

uP

ont B

lvd.

Waynesb

oro

, V

A 22980

BE

NG

ER

LA

B R

EN

OV

AT

ION

SF

IRS

T, S

EC

ON

D A

ND

RO

OF

FR

AM

ING

PLA

NS

58

03/13/14

03/1

3/1

4A

HC

KIS

SU

ED

FO

R B

ID

1/8" = 1'-0"A402 S101

3 THIRD FLOOR/ROOF FRAMING PLAN

1/8" = 1'-0"A301 S101

2 SECOND FLOOR FRAMING PLAN

NOTE: EXISTING JOISTS FOR REPRESENTATION ONLY. SPACING BASED ON CONSTRUCTION DRAWINGS, LOCATIONAPPROXIMATE.

1/4" = 1'-0"S101 S101

1 CALLOUT OF ENTRY ROOF STRUCTURE

NOT FOR CONSTRUCTION

876.7

B

D

9'-3

1/2

"

LATERALLY BRACE TOP OF TUBE RAILSUPPORT w/ (2)-3"x3"x1/4" STEEL ANGLES.(TYP.)

3'-1 5/8"

C

8WF17

10WF2116WF36

16WF36

16

WF

45

16

WF

45

18

WF

50

C8X11.5

W8

X2

4

W16X31

W1

2X

22

13

S102 S105

12

S102 S105

14

S102 S105

9'-3

1/2

"

2'-2

"2

2'-0

"

6'-7" 6'-0"

1'-2"

5"

BEAM MUST ALLOW1/2" CLEARANCEFROM SHAFT WALL.

SAFETY BEAM TOP OF STEEL -6" FROM FANROOM FLOOR. BEAM MUST SUPPORT 5000LBAND BE REMOVED PRIOR TOELEVATOR OPERATION.

7

S102 S106

9876.7

B

D

C

RELOCATED BEAM

1'-1"

HHS4X4X1/4 SUPPORT COLUMNFOR ELEVATOR RAIL

8WF1710WF25

12WF27

8WF17

14

WF

30

16

WF

40

18

WF

60

10WF21

C1

0X

15

.3-1

C10X15.3-1

8W

F17

2

S106

DOG LEG

DOG LEG

DOG LEG

DOG LEG

6'-7" 6'-0" 8'-0"

HHS3X3X1/4COLUMN

BELOW

L4X4X1/2

L4

X4

X1

/2

L4

X4

X1

/2

(T.O

.S. -0

'-4

")

(T.O.S. -2'-1")

(T.O.S. -6'-2")

(T.O.S. -8'-6")

3'-7

3/4

"4

'-2 1

/8"

3'-7 5/8" 5'-9 3/4"

4'-1

1/4

"

5'-4"

DOG LEG

9

S102 S106

L4X4X1/2

MC

8X

8.5

L3X3X1/4

MC8X8.5

L3

X3

X1

/4

L3

X3

X1

/4

MC8X8.5

MC

12X

10.6

MC

12X

10.6

MC

8X

8.5

CONTINUOUS MC12X10.6

MC12X10.6

MC

12X

10.6

MC

12X

10.6

CO

NT

INU

OU

S M

C1

2X

10.6

CO

NT

INU

OU

S M

C1

2X

10.6

CONTINUOUS MC12X10.6

CONTINUOUS MC12X10.6

4"

2'-11 5/8"

( 2'-11 5/8" )

10

3/4

"

8'-6

3/4

"

5

S102 S106

INTERIORHSS3X3X1/4

COLUMN(TYP.)

HHS3X3X1/4COLUMN

BELOW

4

S106

HHS4X4X1/4 SUPPORT COLUMNFOR ELEVATOR RAIL

1

S106

MC12X10.6

(T.O

.S. -0

'-4

")

(T.O.S. -2'-1")(T

.O.S

. -2

'-1")

(T.O

.S. -2

'-4

")

(T.O.S. -5'-5")

(T.O

.S. -6

'-2

")

(T.O

.S. -6

'-2

")

(T.O

.S. -7

'-9

")

(T.O.S. -8'-6")

(T.O

.S. -8

'-6

")

6'-4

7/8

"

5'-8

3/4

"

2'-2

"

1'-2 3/4"

10 3/8"

1'-3 1/4"

CO

L T

O

C

OL

4'-5

1/2

"

C

OL

TO

CO

L

5'-3

"

C

OL

TO

CO

L

4'-6

1/4

"

22

'-0"

DO

G L

EG

DO

G L

EG

2'-3 3/8"

4'-2 3/4" 3'-9 1/4"

COL TO COL

2'-6"

1'-9 3/4"

6

S106

3

S106

DAVID P. SEGARSMM

C

OH

ON

WEALT F

LIC. NO. 26014

I

V

AINI

GR

PROFE

SSI ONAL ENG

I

RE

EN

O

SHEET NUMBER:

DRAWN BY:

APPROVED:

SCALE:

DESIGN BY:

PROJECT NO.

DWG. DATE:

REVIS

IONS

NO.

BY

COMMENTS

DATE

OF SHEETS

Ph.

(540)

943-1138 - Fax (5

40)

943-4526

E-Mail:

dave@segars

engineering.c

om

S ES

EG

AR

S E

NG

INE

ER

ING

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

E

D

F

G

H

I

J

K

1/2" = 1'-0"

S102

313004

DRF

HCK

DPS

INV

IST

A400 D

uP

ont B

lvd.

Waynesb

oro

, V

A 22980

BE

NG

ER

LA

B R

EN

OV

AT

ION

SC

OR

E F

AC

ILIT

IES

ST

RU

CT

UR

E

58

03/13/14

03/1

3/1

4A

HC

KIS

SU

ED

FO

R B

ID

1/2" = 1'-0"S101 S102

2 CORE FACILIT IES - THIRD FLOOR STRUCTURE

NOTES:1. GRAY INDICATES EXISTING STEEL.2. BOLD BLACK INDICATES PROPOSED NEW OR RELOCATED STEEL.

1/2" = 1'-0"S101 S102

1 CORE FACILITIES - SECOND FLOOR STRUCTURENOT FOR CONSTRUCTION

161514131211109876.7531

A

B

D

C

A.1

A.2

7.5 9.5

FILL PENETRATION

PATCH HOLES FROMDEMO'D PIPES

PATCH HOLES FROMDEMO'D PIPES

PARTIALLY FILL PENETRATION

FILL PENETRATION

FILL PENETRATION

7

S103 S105

7

S103 S105

7

S103 S105

SAW CUT THIS PORTION OF FLOORFOR THE ELEVATOR INSTALLATION.8

'-8"

7'-3 1/2"

7'-3 1/2"

8"

7 1/2"

161514131211109876.7531

A

B

D

C

A.1

A.2

7.5 9.5 151413

D

3

A302

4" SLAB ON GRADE4,500 PSI W/ 6X6 10/10 WWF (FLAT SHEETS) OVER6 MIL. POLY VAPOR BARRIER (LAPPED 6" MIN.)OVER #57 STONE BACKFILL.

SLAB CONTROL JOINTSEE DETAIL SHT. S103 (TYP.)

3

S103 S107

EQUAL EQUAL

161514131211109876.7531

A

B

D

C

A.1

7.5 9.5

FILL PENETRATION

7

S103 S105

161514131211109876.7531

A

B

D

C

A.1

7.5 9.5

1'-0

3/4

"7

'-4"

8 3/4"5'-9"

7

S103 S105

7

S103 S105

7

S103 S105

7

S103 S105

FILL PENETRATION

FILL PENETRATION

FILL PENETRATION

FILL PENETRATION

4 3/8"

COL. LINE TO CUT7/8"SAW CUT LARGER

STAIR OPENING

SAW CUT 5'-9" x 7'-4" OPENING FOR ELEVATOR

3 3

/4"

DAVID P. SEGARSMM

C

OH

ON

WEALT F

LIC. NO. 26014

I

V

AINI

GR

PROFE

SSI ONAL ENG

I

RE

EN

O

SHEET NUMBER:

DRAWN BY:

APPROVED:

SCALE:

DESIGN BY:

PROJECT NO.

DWG. DATE:

REVIS

IONS

NO.

BY

COMMENTS

DATE

OF SHEETS

Ph.

(540)

943-1138 - Fax (5

40)

943-4526

E-Mail:

dave@segars

engineering.c

om

S ES

EG

AR

S E

NG

INE

ER

ING

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

E

D

F

G

H

I

J

K

As indicated

S103

313004

DRF

HCK

DPS

INV

IST

A400 D

uP

ont B

lvd.

Waynesb

oro

, V

A 22980

BE

NG

ER

LA

B R

EN

OV

AT

ION

SS

TR

UC

TU

RA

L S

LA

B P

LA

NS

58

03/13/14

03/1

3/1

4A

HC

KIS

SU

ED

FO

R B

ID

1/8" = 1'-0"A301 S103

1 FIRST FLOOR SLAB PLAN 1/4" = 1'-0"A101 S103

2 CALLOUT OF F IRST FLOOR EXIT STAIRWELL SLAB

1/8" = 1'-0"A301 S103

3 SECOND FLOOR SLAB PLAN

NOT FOR CONSTRUCTION

161412109876.7531

A

B

D

C

EXIST. CURB AND PENETRATION.PROVIDE SHOP DRAWINGSFOR A CAP AND ROOFING

DAVID P. SEGARSMM

C

OH

ON

WEALT F

LIC. NO. 26014

I

V

AINI

GR

PROFE

SSI ONAL ENG

I

RE

EN

O

SHEET NUMBER:

DRAWN BY:

APPROVED:

SCALE:

DESIGN BY:

PROJECT NO.

DWG. DATE:

REVIS

IONS

NO.

BY

COMMENTS

DATE

OF SHEETS

Ph.

(540)

943-1138 - Fax (5

40)

943-4526

E-Mail:

dave@segars

engineering.c

om

S ES

EG

AR

S E

NG

INE

ER

ING

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

E

D

F

G

H

I

J

K

1/8" = 1'-0"

S104

313004

DRF

HCK/RMW

DPS

INV

IST

A400 D

uP

ont B

lvd.

Waynesb

oro

, V

A 22980

BE

NG

ER

LA

B R

EN

OV

AT

ION

SS

TR

UC

TU

RA

L S

LA

B P

LA

N

58

03/13/14

03/1

3/1

4A

HC

KIS

SU

ED

FO

R B

ID

1/8" = 1'-0"A301 S104

1 PENTHOUSE AND ROOF SLAB PLAN

NOTE: EXISTING PENETRATIONS ARE SHOWN. SEE MECHANICAL PLANS FOR NEWPENETRATIONS. ALL EXPOSED PENETRATIONS MUST BE FILLED IN ACCORDANCE WITH 5/S105.

NOT FOR CONSTRUCTION

4"

SPACE REBAR @ 12" O.C.E.W.

#4 REBAR, 6" LG. W/3" EPOXY EMBED

HIGH STRENGTH NON-SHRINK GROUT

NOTES:1. ALTER EXISTING PENETRATIONS TO HAVE 15 DEGREE ANGLED

SIDES.2. CLEAN SURFACES W/ WIRE BRUSH AND CLEANSE W/ MURIATIC

ACID PRIOR TO POURING HIGH STRENGTH GROUT.3. FLOOR PENETRATIONS FROM PIPING, CONDUIT, AND DUCT.

4x4-W2.9xW2.9 W.W.F. WELDEDTO REBAR E.W.

TYP.

∠(2) 3 1/2" X 3 1/2" X 3/8"8 - 3/4" Ø H.S. BOLTS

NEW W16 STEEL BEAM

EX. W16 STEEL BEAM

COPE EX. BEAM TOP & BOTT.TO ALLOW CONNECTION

1'-0"

1 1/

2" T

YP.

1"3" T

YP.

3/16

TYP.

∠2 3 1/2" X 3 1/2" X 3/8"8 - 3/4" Ø H.S. BOLTS

EX. W18 STEEL BEAM

NEW W16 STEEL BEAM

COPE NEW BEAM TOPTO ALLOW CONNECTION

1'-0"

1 1/

2" T

YP.

3" T

YP.

3/16

TYP.

∠2 3 1/2" X 3 1/2" X 3/8"4 - 3/4" Ø H.S. BOLTS

EX. W16 STEEL BEAM

NEW W8 STEEL BEAM

COPE NEW BEAM TOPTO ALLOW CONNECTION.

6"TY

P.1

1/2"

3" T

YP.

3/16

EXIST. FOOTING OR TUNNEL WALLNEW REINFORCEDCONC. FOOTING OR SHAFT WALL

12" LG. #6's @12" O.C.; EPOXYEMBED USING HILTI HIT-RE 500

EPOXY ADHESIVE A.S. 3.2.7

STRICTLY FOLLOW HILTISPECIFICATIONS FOR HOLEDRILLING, CLEANING, & PREPARATION.6"

6"

77.5

EXISTING W12X22 BEAM

1/4

EXISTING Z PURLIN30" O.C.

1.5B24 ROOF DECKING

3 5/8" METAL STUD

CANOPY ANCHOR

1/4" BENT PLATE

L3X3X1/4

TACK

10 9.5

1/4

EXISTINGW12X22 BEAM

EXISTING Z PURLIN30" O.C.

1.5B24 ROOFDECKING

3 5/8" METAL STUD

CANOPYANCHOR

1/4" BENTPLATE

L3X3X1/4 TACK

TACK

1.5B24 ROOF DECKING

EXISTING W12X22 BEAM

11' - 3"

A.2

TOP OF EXISTING BRICK

EXISTING Z PURLIN 30" O.C.

3 5/8" METAL STUD

4S105 S105

EXISTING SLOPED GROUTBED (BEYOND WINDOW)

87

Tunnel Floor-8' - 4"

EXST. MECH.TUNNEL

3" C

LR.

3" CLR.

9S105 S105

3" CLR.

HORIZONTAL #4's @ 12" O.C.

1"X1/8" GALVANIZEDSTEEL BAR GRATING

#6's @ 12" O.C.

#6's @ 12" O.C. EACH WAY

#5's @ 16" O.C.EACH WAY

8" CONCRETE WALL

2 - #5's @ TOP &BOTTOM OF WALL

#6's @ 12" O.C. EACH WAY

1'-0"

6" 8" 6'-7 3/4"

7'-9 3/4" X 9'-2 3/4"

3'-3"

1'-0"

6S105 S105

2'-6"

3'-10"

1/8"x6" WATERSTOP, TYP.FOR ALL COLD JOINTS

NOTE:WATER STOPS TO BE ELASTOMERIC OR OTHERAPPROVED MATERIAL. DIMENSIONS SHOWNARE ABSOLUTE MINIMUM.

C-H METALSTUDS

BACKFILL W/ #57 STONE

1/4" BENT PLATEDIMENSIONS

2"

1'-1"

Tunnel Floor-8' - 4"

3/16

1 1/2" X 1/4" BAR ANCH.@ 3'-0" (1/2" DIA. STUDOPTIONAL).

3"

1 1/2"

1 1/4"X1 1/4"X1/4"GALVANIZEDCONCRETE CURBANGLE (TYP.) SAW CUT JOINT 4 TO 12 HOURS AFTER

FINISH. FILL USING SEMI-RIDGI EPOXY WITHA MINIMUM HARDNESS OF SHORE A80 AFTER

CONCRETE HAS CURED FOR 28 DAYS

NOTE: USE CAUTION NOT TO EXCEED DEPTH OF SAW-CUT SHOWN TO PREVENT CUTTING REINFORCEMENT

TOP OF SLABON GRADE

1/8" MAX1/4" PER 1" SLABTHICKNESS

A.2

3/16

3/16

3/16

3/16

#14-28 TEK SCREWS, CLIMASEAL® COATING @ 24" O.C.

#14-28 TEK SCREWS, CLIMASEAL® COATING @ 24" O.C.

3/4" PLYWOOD SUBSTRATE

ALUMINUM BREAK METAL

ALUMINUM BREAK METAL

3 1/2"

5"

3/8"

3-1/2" DIA.,t = 1/4"

1/4"

3 3/4"

4" 1/4"

2 1/2"

2 1/

2" t = 1/4", SEE ARCH.ELEVATIONS FORSPACING

NOTE:ALL SHAPES, PLATES, & BARS ARE6061-T6 ALUMINUM

First Floor0"

7

EX. FLOOR SLAB

NEW ELEVATOR SHAFT WALL

BENT #4 REBAR,ADHESIVE EMBED 6" INTOEX. SLAB @ 12" O.C.

1'-3"

MIN

.

BACKFILL w/ #57 STONE,12" MIN. AT TOP & 4" MIN.

AT BOTTOM (TYP.)

D

8" CONCRETE WALL

#5's @ 16" O.C.EACH WAY

BACK FILL W/#57 STONE

2'-0" MIN.

DAVID P. SEGARSMM

C

OH

ON

WEALT F

LIC. NO. 26014

IV

AI N

IGR

PROFESS I ONAL ENG

I

RE

EN

O

SHEET NUMBER:

DRAWN BY:

APPROVED:

SCALE:

DESIGN BY:

PROJECT NO.

DWG. DATE:

REVIS

IONS

NO.

BY

COMMENTS

DATE

OF SHEETS

Ph. (540) 943-1138 - Fax (540) 943-4526

E-Mail: dave@segarsengineering.com

S ESE

GARS

ENG

INEE

RING

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

E

D

F

G

H

I

J

K

As indicated

S105

313004

DRF

HCK

DPS

INVI

STA

4 00

Du P

ont B

lvd .

Way

nes b

o ro,

VA

22 9

80BE

NG

ER L

AB R

ENO

VATI

ON

SD

ETAI

LS

58

03/13/14

03/1

3/14

AH

CK

ISSU

ED F

OR

BID

1 1/2" = 1'-0"S103 S105

7 ELEVATED SLAB PATCHING DETAIL

1 1/2" = 1'-0"S102 S105

12 BEAM TO BEAM CONN 1 1 1/2" = 1'-0"S102 S105

13 BEAM TO BEAM CONN 2 1 1/2" = 1'-0"S102 S105

14 BEAM TO BEAM CONN 3

3/4" = 1'-0"S105 S105

9 REBAR EMBEDMENT DETAIL

1" = 1'-0"S101 S105

2 ENTRY ROOF STRUCTURE DETAIL @ WEST WALL 1" = 1'-0"S101 S105

1 ENTRY ROOF STRUCTURE DETAIL @ EAST WALL 1" = 1'-0"A301 S105

3 ENTRY ROOF STRUCTURE DETAIL @ NORTH WALL

1" = 1'-0"A401 S105

10 ELEVATOR PIT FOUNDATION & WALL SECTION

3" = 1'-0"S105 S105

6 SUMP GRATE SUPPORT 3/4" = 1'-0"S105

8 SLAB CONTROL JOINT DETAIL

1 1/2" = 1'-0"S105 S105

4 ALUMINUM ENTRY FACADE

1" = 1'-0"A401 S105

5 ELEVATOR SHAFT WALL SECTION

1" = 1'-0"A104 S105

11ELEVATOR SHAFT WALLSECTION @ FOOTING

NOT FOR CONSTRUCTION

11"

3"

2'-10

"3'-6

"

CARRIER ANGLE, COPE ENDSPARALLEL TO STRINGER

2 1/2" X 2 1/2" X 1/4" STEEL CLIP ANGLE, 5" LG.ANCHOR STRINGER TO SLAB W/ (2) -5/8" ΦHILTI KWIK BOLTS, TZ CARBON STEEL

SAW CUT EX. FLOOR SLAB, POURTHICKENED SLAB & DOWEL INTO EXISTING

14 GA. STEEL PANWIRE MESH REINFORCEDCONCRETE FILL

PAINTED MC12 X 10.6STEEL STRINGER

1/4" STEEL PLATECLOSURE

EX. FLOOR SLAB

NOTE:

EXTEND THICKENED SLAB 6" BEYOND STRINGER EACH SIDE OF STAIR.

3/16

3/16TYP.

6"

ADD (2) #4 CONT.

1'-0"

SEE DETAIL 15/S106

L4x4x3/8x0'-8"

STRINGER PER PLAN

1/43 SIDES

L2x2x3/16

3/16 3-12

3/16 3-12

STRINGER - MC12

POUR STOP

HEADERCHANNEL - MC8

1/43 SIDES

1/43 SIDES

VE

RIF

Y W

/ A

RC

H

3"

STRINGER - MC12

PL5/16x4x0'-4"EA END

4x4x1/4 ANGLESUPPORT

1/4

1/4

1/4

1/4

NW CONCRETE SLAB 0.6C2.6DECK W/ 6x6-W2.1xW2.1W.W.F.

4"

4"

3/16

GRINDSMOOTH

2"X1'-4 1/2"X1/4" STEEL PLATE

3/16

GRINDSMOOTH

BREAK METAL TO FILL IN WHENPAN EXTENDS PAST COLUMN.

MC12 CHANNEL

MC12 STRINGER

STEEL COLUMN

2"X1'-4 1/2"X3/8"STEEL PLATE

STEEL COLUMN

MC12 STRINGER

1'-4

1/2

"

1/4

GRINDSMOOTH

3/16

GRINDSMOOTH

MECHANICALLY FASTENPANELS TO POSTS (TYP.)

3/4" SQUARE PTD. STEEL BAR

3"

2'-4

"3

"

3'-0

"

3'-6

"

3 1/2"3 1/2"

2'-8" MIN.4'-6" MAX.

BRUSHED ALUMINUM

BRUSHED ALUMINUM GLASS PANEL (TYP.)

3/16

3/16 ALL WELDSGRINDSMOOTH

3"

3"

4 - COUNTERSUNK 3/8" DIA. MACHINE SCREWSIN THREADED HOLES THRU 1/4" FLANGES.

PAINTED STEEL RISERS

3/8" TILE (SEE SPECS)

THIN SET MORTAR

5/8

" IN

SE

T

1/2" RADIUS

TILED LANDINGS

1/4" CLEAR TEMPERED GLASSPANELS SUPPORTED &

INSTALLED IN ACCORDANCEWITH MANUFACTURERS

SPECIFICATIONS

2 - 3/8" BOLTS THUR 3/8" FLANGES

3"

1 1/2" SQUARE STEEL BAR

3/4" SQUARE PTD. BARMECH FASTEN TO FRAMES

3/4" SQUARE PTD. STEEL BAR

1 1/4" ALUM. PIPE RAIL

JULIUS BLUM # 6930 ALUM.

JULIUS BLUM #322 ALUM.LOCATED AT POSTS

GLASS PANEL

3/4" SQUARE PTD. BARMECH FASTEN TO FRAMES

7X7X3/4 STEELBASE PLATE

(4)-3/8" Ø WEDGE ANCHORS

1 1/4" (TYP.)

1/4

8" CONCRETE WALL

3/16" STEEL PLATE TIE, 6" WIDE

3/8" Φ HILTI ANCHORSCARBON AB-TZ

6X6X3/8 STEEL PLATE

3/16

3/16

B

4"X8 1/4"X1/2" BENT PLATE

(2) 3/4" DIA.H.S. BOLTS

MC12 STRINGER

EXISTING BEAM

3/16

4-WEDGE ANCHORS(TYP.)

CHIP OUT EXISTINGCONCRETE TO FIT

BASEPLATE, GROUTFILL TO FINISH

EX. FLOOR SLAB

2"

MA

X.

3/16TYP.

STEEL BEAM

NOTE:1. WELD TO BOTH SIDES OF TUBE &

UNDERSIDE OF BEAM.2. SEAL ALL PENETRATIONS THROUGH

SHAFT WALL W/ FIRE RATED SEALANT.

STEEL TUBEELEVATOR RAILSUPPORT

6" SQUAREPLATE, 1/2" THK.

8" CONCRETE WALL

4" SQUARE TUBE COL.EMBEDDED INTO

CONCRETE WALL

1/4

1/4

FIRST FLOOR

4" SQUARETUBE COL.

3"

1/4" STEEL PLATE

4"

1/4 1.5

COMPLETEJOINTPENETRATION

3/16

1/4 1.5

COMPLETEJOINTPENETRATION

TYP.

TYP.

8"X8"X3/4" BASE PLATEw/(4) 3/4" Ø HEX HEAD

ANCHOR BOLTS

8 1/2"X4 1/2"X3/4" PLATEw/(2) 3/4" Ø THRU BOLTS

4" SQUARE TUBE

3/16TYP.

2ND FLOOR

ELEVATORSHAFT FLOOR

3/8" THK. PLATE; DIM TOALLOW (1.5)Ø FROM C/LOF ALL BOLT HOLES TO

EDGE OF PLATE

TACK WELD PLATETO BOLT HEADS

7"

DAVID P. SEGARSMM

C

OH

ON

WEALT F

LIC. NO. 26014

I

V

AINI

GR

PROFE

SSI ONAL ENG

I

RE

EN

O

SHEET NUMBER:

DRAWN BY:

APPROVED:

SCALE:

DESIGN BY:

PROJECT NO.

DWG. DATE:

REVIS

IONS

NO.

BY

COMMENTS

DATE

OF SHEETS

Ph.

(540)

943-1138 - Fax (5

40)

943-4526

E-Mail:

dave@segars

engineering.c

om

S ES

EG

AR

S E

NG

INE

ER

ING

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

E

D

F

G

H

I

J

K

As indicated

S106

313004

DRF

HCK

DPS

INV

IST

A400 D

uP

ont B

lvd.

Waynesb

oro

, V

A 22980

BE

NG

ER

LA

B R

EN

OV

AT

ION

SD

ET

AIL

S

58

03/13/14

03/1

3/1

4A

HC

KIS

SU

ED

FO

R B

ID

3/4" = 1'-0"S106

14 INTERIOR STAIR BASE DETAIL

1 1/2" = 1'-0"S102 S106

1 STRINGER CONNECTION DETAIL

1 1/2" = 1'-0"S106

12 TYPICAL STAIR INTERMEDIATE LANDING

1" = 1'-0"S102 S106

2 STRINGER TO COLUMN CONNECTION

1 1/2" = 1'-0"S106

15 INTERIOR STAIR RAILING

3" = 1'-0"S106

13

INTERIOR STAIR

RAILING DETAIL

1 1/2" = 1'-0"S102 S106

5

COLUMN TO BASE

PLATE CONNECTION

1 1/2" = 1'-0"A104 S106

11

ELEVATOR RAIL SUPPORT

TUNNEL LEVEL

1 1/2" = 1'-0"S102 S106

9

STRINGERS BEARING ON

COLUMN CONNECTION

1 1/2" = 1'-0"S102 S106

4 STRINGER TO BEAM CONNECTION 3/4" = 1'-0"S102 S106

6 EMBEDDED BASEPLATE DETAIL

1" = 1'-0"S102 S106

7 ELEVATOR RAIL SUPPORT BRACING @ 3RD FLOOR 1" = 1'-0"S106

8 ELEVATOR RAIL SUPPORT @ 1ST FLOOR

1 1/2" = 1'-0"A406 S106

3 TYPICAL DOG LEG CONNECTION

1" = 1'-0"S106

10 ELEVATOR RAIL SUPPORT

NOT FOR CONSTRUCTION

1/8

1/8

3X3X3/16 CLIP ANGLE BOLTED TOMASONRY WITH 5/8" DIA. EXPANSIONANCHOR. THE EXTENDED SECTIONOF EACH ANGLE SHOULD ALIGNWITH THE HORIZONTAL BRIDGING.

MASONRY WALL

D

NOTE:DETAIL APPLICABLE AT 2ND & 3RD FLOOR BEAMS

5/16

5/16

EXISTING WALLNEW PARAPET WALL

BOND BEAM

HOOKED #5 OR (2) #3's SPACED 8" APART(PREERABLY IN GROUT BEDS)

#5 VERTICAL CONTINOUS FROMPARAPET TO FOUNDATION

2'-0" O.C.

EXIT STAIRWELL BLDG (TYP.)

2"

1/4" STEEL STIFFENER PLATE

First Floor0"

D

EXISTING FOUNDATION WALL

EXISTING FOOTING

SEE REBAR DETAIL ON SHT. S103

EXISTING WALL

1'-0

"

FOUNDATION WALL

FIRST FLOOR SLAB OF EXIT STAIRWELL

STAIRWELL FOOTING

VERTICAL #6's@ 12" O.C.

HORIZONTAL #4's@ 12" O.C.

WATERSTOP

3'-6

3/4

"

1'-0

"

3" CLR.

3"

CL

R.

4" SLAB ON GRADE

#5's @ 12" O.C.

(SEE TUNNEL PLAN: A104)

5'-0"

MA

X.

2'-1

0 3

/4"

BE

LOW

GR

AD

E

2'-0

" M

IN.

F.F.E. 1285.90

2" CLR. 2" CLR.

1'-4"

POURED EXP. JT SEALER

12" CAST-IN-PLACEREINFORCED

CONCRETE WALL

KEYED JOINT

ELASTOMERIC FILLER

2" CLR.

1/2" UNLESS NOTED

E.G.1283.00

REFERENCE SHEET A403 FOR STRUCTURAL SLAB PLAN FOR EXIT STAIR BUILDINGS.

4" MIN. EMBEDMENT

4" DIA. FOUND. DRAINPIPE IN #57 STONE &WRAPPED IN FILTERFABRIC TO EX.STORMWATER SYSTEMOR DAYLIGHT

EXISTING MASONRY WALL

NEW EXTERIOR BRICK

EXPANSION JOINT - PREMOLDEDFOAM, RUBBER OR PLASTIC

NEW INTERIOR STRUCTURAL BLOCK

WIDTH OF HEAD JOINT

TH

E H

EA

D J

OIN

T

DE

PT

H O

F C

AU

LK

ING

1/2

TH

E W

IDT

H O

F

PREMOLDED FOAM,RUBBER OR PLASTIC

CAULKING DETAIL OF EXPANSION JOINT

FILL MASONRY CELLS THREE COURSES BELOW BEARINGPL. OR DOWN TO MASONRY LINTEL AS SHOWN HATCHED.(ALTERNATIVELY PROVIDE SOLID MASONRY EXTENDINGFULL HEIGHT DOWN TO THE FOUNDATION.)

5/8" DIA.ANCHOR BOLT

4"X5"X3/8" PL.

1" GROUT PAD

1/2"

C12

C12

NOTE:ANCHOR BOLT, BEAM, & BOTTOM PL.WILL BE FURNISHED W/ STRUCTURAL STEEL UNO.

HORZ. REINF. W/ #9 GAWIRE, LADDER TYPE @EVERY OTHER GROUT BED.

VERT. REINF. W/ #6 @ 32" O.C.

GROUT FILL FULL HEIGHT @ 32" O.C.

8" CMU

HOOKED REBAR - PLAN VIEW

STEEL JOIST

STEEL DECK 1.0C26 W/ 2.5" RIGID INSULATION,6X6 - W1.4XW1.4 W.W.F.

1/4

1/4

STEEL PLATE 5X5X3/8 W/ STUDS

GROUT FILLED BOND BEAMW/ 2- #5's CONT.

ROOF DECK:1. FASTEN TO BAR JOISTS USING12-24 LONG-LIFE TEK SCREWS (#5 DRILL POINT) AT 36/4 PATTERN(EVERY OTHER VALLEY).2. USE 14 -14 X 7 8" LAP TEKSCREWS W/WASHERS AT 14" O.C.FOR LAPS.

DAVID P. SEGARSMM

C

OH

ON

WEALT F

LIC. NO. 26014

I

V

AINI

GR

PROFE

SSI ONAL ENG

I

RE

EN

O

SHEET NUMBER:

DRAWN BY:

APPROVED:

SCALE:

DESIGN BY:

PROJECT NO.

DWG. DATE:

REVIS

IONS

NO.

BY

COMMENTS

DATE

OF SHEETS

Ph.

(540)

943-1138 - Fax (5

40)

943-4526

E-Mail:

dave@segars

engineering.c

om

S ES

EG

AR

S E

NG

INE

ER

ING

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

E

D

F

G

H

I

J

K

As indicated

S107

313004

DRF

HCK

DPS

INV

IST

A400 D

uP

ont B

lvd.

Waynesb

oro

, V

A 22980

BE

NG

ER

LA

B R

EN

OV

AT

ION

SD

ET

AIL

S

58

03/13/14

03/1

3/1

4A

HC

KIS

SU

ED

FO

R B

ID

1 1/2" = 1'-0"A302 S107

5 JOIST BRIDGING DETAIL

1" = 1'-0"A302 S107

2 STRUCTURAL T IE BACKS DETAIL

1" = 1'-0"A302 S107

7 FOUNDATION TIE BACK DETAIL 1" = 1'-0"A302 S107

6 EXIT STAIRWELL FOUNDATION & WALL DETAIL

1 1/2" = 1'-0"S103 S107

3 EXISTING TO NEW EXPANSION JOINT

1" = 1'-0"A402 S107

8 MASONRY BEAM SEAT

1" = 1'-0"A302 S107

4 EX IT STA IRWELL WALL STRUCTURE DETA I L

1" = 1'-0"A402 S107

1 EXIT STA IRWELL ROOF STRUCTURE DETAIL

NOT FOR CONSTRUCTION