36C24418B0287-00001002.pdf

18'-1 3/4" 9'-1 1/2" 9'-1 1/2" 9'-0 1/4"

1'-5"9'-3 1/4"

34.5

E F G H JH.8G.8

D.9

E.1

E.2

E.4

E.7

F.3

G.3

L

29'-9"

SECOND FLOOR FRAMING PLAN

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

N O

R T

H

SS1

W

X

W

X

W

X

W10X12

1.1

1. ELEVATION TOP OF CONCRETE SLAB IS 13'-4". ELEVATION TOP

OF THE NEW AND EXISTING STEEL FRAMING IS 12'-9 1/2" AS

MEASURED FROM THE TOP OF THE EXISTING FIRST FLOOR SLAB.

2. PROVIDE 3 1/2" LIGHTWEIGHT CONCRETE ON 3"X20 GAGE

GALVANIZED COMPOSITE METAL DECK (TOTAL SLAB THICKNESS =

6 1/2"). LIGHTWEIGHT CONCRETE SHALL HAVE A MAXIMUM AIR

DRY UNIT WEIGHT OF 120 PCF.

3. INSTALL NEW STEEL BEAMS WHICH ARE CURRENTLY AT THE

SITE.

4. PROVIDE 8" LIGHTGAGE METAL STUDS FROM THE TOP OF THE

EXISTING FIRST FLOOR SLAB ON GRADE TO THE UNDERSIDE OF

THE EXISTING SECOND FLOOR STEEL BEAMS AT LOCATIONS

SHOWN IN PLAN.

5. PROVIDE 2 1/2" LIGHTGAGE METAL STUDS BETWEEN THE BEAM

FLANGES AT THE INTERIOR WALL SIDE OF BEAMS NOTED IN PLAN.

6. PROVIDE 2 1/2" LIGHTGAGE METAL STUDS BETWEEN THE BEAM

FLANGES AT THE EXTERIOR WALL SIDE OF BEAMS NOTED IN PLAN.

7. PROVIDE A 1 HOUR FIRE RESISTANCE RATING AT ALL EXISTING

AND NEW BEAMS AND GIRDERS IN ACCORDANCE WITH UL D916.

8. PROVIDE A 1 HOUR FIRE RESISTANCE RATING AT ALL EXISTING

AND NEW PIPE COLUMNS IN ACCORDANCE WITH UL X796.

9. PROVIDE A 1 HOUR FIRE RESISTANCE RATING AT ALL EXISTING

AND NEW TUBES IN ACCORDANCE WITH UL X797.

W.P.

C12X30

4'-0"

4'-0"

E

X

W

X

EX.W12X14

EX. W16X26

E X

W

X

EX. W16X26

EX. W16X26

EX. W18X35

EX. W24X68

EX. W16X26

HANGERS

HANG THE INTERMEDIATE

PLATFORM FROM THE

SECOND FLOOR STEEL.

W10X12. PROVIDE THIS

STEEL BEAM.

SS1

EX.W16X36

1'-8" 7'-7 1/4"

SS3

SS3

SS3

SS3

6-3/4"X4 1/2" STUDS

AT TOP OF BEAM.

SS3

NEW C12X20.7

CENTERLINE OF

EXPANSION JOINT

3/16"

SS3

18'-1 3/4" 9'-1 1/2" 9'-1 1/2" 9'-0 1/4"

1'-5"9'-3 1/4"

34.5

E F G H JH.8G.8

D.9

E.1

E.2

E.4

E.7

F.3

G.3

L

29'-9"

1.1

FOUNDATION & FIRST FLOOR PLAN

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

N O

R T

H

SS1

1. ELEVATION TOP OF THE EXISTING SLAB ON GRADE IS

46'-11 3/4".

2. THE EXISTING SLAB ON GRADE IS 5" THICK CONCRETE

REINFORCED WITH 6X6-W2.9XW2.9 WELDED WIRE FABRIC AT

LOCATION SHOWN ON PLAN.

3. THE EXISTING SLAB ON GRADE IS 4" THICK CONCRETE

REINFORCED WITH 6X6-W2.1XW2.1 WELDED WIRE FABRIC AT

LOCATION SHOWN ON PLAN.

4. THE EXISTING SLAB ON GRADE IS 8" THICK CONCRETE

REINFORCED WITH 6X6-W2.9XW2.9 WELDED WIRE FABRIC AT

LOCATION SHOWN ON PLAN.

5. REMOVE BRICK AND BLOCK AS REQUIRED TO INSTALL LIGHT-

GAGE STRAPS AS SHOWN IN SECTION 2/SS3.

6. REPLACE REMOVED SLAB AT NEW PIPES TO MATCH THE

EXISTING SLAB. PLACE ON A 10 MIL POLYETHYLENE VAPOR

BARRIER ON 6" POROUS BACKFILL.

1'-8" 7'-7 1/4"

SS3

SS3

SS3

SS3

TYPICAL OPENING DETAIL

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

SS1

3-#10 SCREWS

L3X3X16 X0'-5" LONG

(2) X-U UNIVERSAL KNURLED

SHANK POWDER ACTUATED

FASTENERS BY HILTI

600T125-43X6" ANCHORED TO EACH

HEADER WITH 3-#10 SCREWS AND

TO TRACK AT JAMB WITH 6-#10

SCREWS. LOCATE SCREWS 1/2"

FROM FLANGE.

600S162-97 + 600T125-97 JAMB

STUD. ANCHOR TRACK TO

STUD WITH #10 SCREWS AT

12" O/C.

600T125-43 TOP AND BOTTOM

ANCHORED TO HEADER WITH

#10 SCREWS AT 12" O/C

2-600S162-43 HEADER

SWIFTCLIP LS-SERIES

5 1/2"X16 GAGE SUPPORT

CLIP BY CLARKDIETRICH.

4-#10 SCREWS

#10 SCREWS

TYPICAL STUD

CONTINUOUS 150T050-43

SWIFTCLIP LS545 SUPPORT

CLIP BY CLARKDIETRICH

(1 1/2X1 1/2"X5 1/2"X16 GAGE)

A

A

A - A

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

TYPICAL BRIDGING DETAIL

SS1

NEW C12.

SEE PLAN

EXISTING W16.

SEE PLAN

1/4"X2" AT

12" O/C

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

BEAM REINFORCING DETAIL

SS1

NOT TO SCALE

TYPICAL MECHANICAL OPENING

SS3

L3X3X1/4" HEADERS

EACH SIDE

JOIST OF BEAM

CENTERLINE

FRAME OF 4 ANGLES

3X3X1/4 WELDED

L4X4X3/8X0'-4"

ANGLE FRAME

PATCH EXISTING ROOF

ROOF DECK

SECTION A-A

A A

3/16"

ROOF BEAM OR JOIST

3/16"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

12/20/17 KJR NJCRevisions: Date: Dwg. Of 97

30-SS1(P1)

STRUCTURAL FRAMING PLANS

AND DETAILS - ADDITION

AutoCAD SHX Text

AutoCAD SHX Text

CORPORAL MICHAEL J. CRESCENZ VA MEDICAL CENTER PHILADELPHIA, PA

AutoCAD SHX Text 642-16-107

AutoCAD SHX Text

ARCHITECTURE

AutoCAD SHX Text

PLANNING

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text 2215 Conowingo Rd, Suite 100 Bel Air, Maryland 21015-1436 410.803.0009 fax 410.836.6611

AutoCAD SHX Text BURDETTE KOEHLER MURPHY & ASSOCIATES, INC. MECHANICAL / ELECTRICAL CONSULTING ENGINEERING 1423 CLARKVIEW ROAD, SUITE 500 BALTIMORE, MARYLAND 21209 410.323.0600 - FAX 410.377.2543

AutoCAD SHX Text BUILDING COST CONSULTANTS COST ESTIMATING 12917 - 30TH AVENUE PLATTSMOUTH, NEBRASKA 68048 402.298.8260 - FAX 402.298.8290

AutoCAD SHX Text KOFFEL ASSOCIATES FIRE PROTECTION ENGINEERS 8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MARYLAND 21045 410.750.2246 - FAX 410.750.2588

AutoCAD SHX Text WHITMAN REQUARDT & ASSOCIATES CIVIL ENGINEER 801 SOUTH CAROLINE STREET BALTIMORE, MARYLAND 21231 410.864.1058 - FAX 443.224.1820

AutoCAD SHX Text RICKERT ENGINEERING, INC. STRUCTURAL ENGINEERING 8813 WALTHAM WOODS ROAD, SUITE 301 BALTIMORE, MARYLAND 21234 410.663.5110 - FAX 410.663.5114

AutoCAD SHX Text

UPGRADE PATIENT ENVIRONMENT NHCU ADDITION

18'-1 3/4" 9'-1 1/2" 9'-1 1/2" 9'-0 1/4"

1'-5"9'-3 1/4"

34.5

E F G H JH.8G.8

D.9

E.1

E.2

E.4

E.7

F.3

G.3

L

29'-9"

ROOF FRAMING PLAN

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

N O

R T

H

SS2

1. ELEVATION TOP OF THE EXISTING STEEL FRAMING IS 35'-6"

AS MEASURED FROM THE TOP OF THE EXISTING FIRST FLOOR

SLAB UNLESS NOTED OTHERWISE.

2. ELEVATION TOP OF THE EXISTING STEEL FRAMING AT THE LOW

ROOF IS 26'-10 1/4" AS MEASURED FROM THE TOP OF THE

EXISTING FIRST FLOOR SLAB AND SHALL BE NOTED THUS

W16X26 (L).

3. PROVIDE 6" LIGHTGAGE METAL STUDS FROM THE TOP OF THE

EXISTING SECOND FLOOR SLAB TO THE UNDERSIDE OF THE

EXISTING SECOND FLOOR STEEL BEAMS AT LOCATIONS SHOWN

IN PLAN.

4. PROVIDE 2 1/2" LIGHTGAGE METAL STUDS BETWEEN THE BEAM

FLANGES AT THE INTERIOR WALL SIDE OF BEAMS NOTED IN PLAN.

5. PROVIDE 2 1/2" LIGHTGAGE METAL STUDS BETWEEN THE BEAM

FLANGES AT THE EXTERIOR WALL SIDE OF BEAMS NOTED IN PLAN.

6. ANCHOR LOOSE STUD AT STAIR WALL CENTERED BETWEEN THE

EXISTING STUDS.

7. PROVIDE PL1/4"X6" BEAM REINFORCING AT THE UNDERSIDE

OF THE EXISTING STEEL FRAMING NOTED BR IN PLAN.

8. PROVIDE 2'-0" LONG 8" STUD SPLICED TO THE EXISTING STUDS

THAT DO NOT EXTEND TO THE UNDERSIDE OF THE TRACK UNDER

THE BEAM.

9. PROVIDE A 1 HOUR FIRE RESISTANCE RATING AT ALL EXISTING

BEAMS AND GIRDERS IN ACCORDANCE WITH UL P927.

10. ADD OR MODIFY STUDS AS REQUIRED FOR NEW WINDOWS.

E X

W

X

E X

W

X

EXIST.

W14X22

1.1

W.P.

5'-0" TYP.5'-0"

EX. W12X14 (L)

EX. W12X14 (L)

EX. W12X14 (L)

0"

BR

BR

TYP.

(L)

(L)

SS3

EX. W16X26

EX. W14X22

(H)

(H)

(H)

(H) = HIGH

(L) = LOW

1'-8" 7'-7 1/4"

SS3

SS3

SS3

CENTERLINE OF

EXPANSION JOINT

SS3

1/4"X2"

AT 16"

1/4"

BR

STAIR ROOF FRAMING PLAN

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

N O

R T

H

SS2

34.5

H.8G.8 H

E X

W

X

E X

W

X

EX. W10X19

EX. W10X30

EX. W10X12

9'-3 1/4"

1. ELEVATION TOP OF THE EXISTING STEEL FRAMING IS 39'-4"

AS MEASURED FROM THE TOP OF THE EXISTING FIRST FLOOR

SLAB.

2. PROVIDE 2 1/2" LIGHTGAGE METAL STUDS BETWEEN THE BEAM

FLANGES AT THE EXTERIOR WALL SIDE OF BEAMS NOTED IN PLAN.

3. FRAME CORNER AROUND COLUMN WITH 8" LIGHTGAGE METAL

STUD AT COLUMNS NOTED IN PLAN.

4. REMOVE AND REPLACE 2 EXISTING DAMAGED 8" LIGHTGAGE METAL

STUDS.

5. PROVIDE A 1 HOUR FIRE RESISTANCE RATING AT ALL EXISTING

BEAMS AND GIRDERS IN ACCORDANCE WITH UL P927.

1'-8"

EX. W10X30

SS3

SS3

SS3

SS3

GENERAL NOTES

CODE

A. ALL CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE

INTERNATIONAL BUILDING CODE/2015.

DESIGN LIVE LOADS

A. THE MINIMUM DESIGN SUPERIMPOSED LOADS FOR ALL NEW

FRAMING IS AS FOLLOWS:

LIVE LOADS

FLOOR 100 PSF

ROOF 20 PSF

ROOF SNOW LOAD

Pg 25 PSF

P 22 PSF

Ce 1.0

I 1.1

Ct 1.1

WIND

BASIC WIND SPEED (3-SEC GUST) 120 MPH

RISK CATEGORY III

EXPOSURE B

Cpi -.18 AND +.18

EARTHQUAKE

RISK CATEGORY III

SEISMIC IMPORTANCE FACTOR 1.25

SS 0.202

S1 0.060

SITE CLASS D

SDS 0.216

SD1 0.097

SEISMIC DESIGN CATEGORY B

ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE

FOUNDATIONS

A. SELECT FILL SHALL CONFORM TO ASTM D 2487 SOIL

CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM; FREE

OF ROCK OR GRAVEL LARGER THAN 2 INCHES IN ANY DIMENSION,

DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION AND OTHER

DELETERIOUS MATTER.

CAST IN PLACE CONCRETE

A. ALL CONCRETE WORK SHALL CONFORM TO THE PROVISIONS OF

THE "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS"

ACI 301, AND TO THE "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE" ACI 318.

B. NORMAL WEIGHT CONCRETE SHALL BE STONE AGGREGATE

CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH OF

4,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE.

C. LIGHTWEIGHT CONCRETE SHALL CONTAIN AGGREGATE

CONFORMING TO ASTM A330 WITH A DRY UNIT WEIGHT OF 107 TO

116 POUNDS PER CUBIC FOOT, AIR ENTRAINMENT OF 4% TO 7%,

AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT

28 DAYS.

D. ALL REINFORCING BARS SHALL CONFORM TO ASTM A-615 GRADE

60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.

STRUCTURAL AND MISCELLANEOUS STEEL

A. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO

THE FOURTEENTH EDITION OF THE AISC "SPECIFICATION FOR THE

DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR

BUILDINGS" AND ALL ITS SUPPLEMENTS, AND TO THE AISC

"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND

BRIDGES".

B. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 UNLESS

NOTED OTHERWISE. ALL WIDE FLANGE SECTIONS SHALL CONFORM

TO ASTM A992.

C. ANCHOR BOLTS SHALL CONFORM TO ASTM F-1554.

D. ALL WELDED CONNECTIONS SHALL BE DONE WITH E70XX

ELECTRODES. ALL WELDING SHALL CONFORM TO THE AMERICAN

WELDING SOCIETY STANDARD CODE FOR "WELDING IN BUILDING

CONSTRUCTION".

E. ALL BOLTED CONNECTIONS SHALL USE 3/4" DIAMETER MINIMUM

A-325N HIGH STRENGTH BOLTS.

F. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

FABRICATING STEEL.

LIGHTGAGE STRUCTURAL METAL FRAMING

A. LIGHTGAGE STRUCTURAL METAL FRAMING SHALL CONFORM TO

THE LATEST EDITION OF THE SPECIFICATION FOR THE "DESIGN OF

COLD-FORMED STEEL STRUCTURAL MEMBERS" AS PUBLISHED BY

THE AMERICAN IRON AND STEEL INSTITUTE.

B. COLD-FORMED METAL FRAMING SHALL BE FABRICATED FROM

GALVANIZED-STEEL SHEET CONFORMING TO ASTM A653 G90 WITH

A 33,000 PSI MINIMUM YIELD STRENGTH.

C. LIGHTGAGE MEMBER DESIGNATIONS ARE IN ACCORDANCE WITH

THE SECTIONS DEFINED BY THE STEEL STUD MANUFACTURERS

ASSOCIATION (SSMA).

D. LIGHTGAGE STUDS SHALL HAVE A MINIMUM THICKNESS OF 16 GAGE

AND MINIMUM FLANGE OF 1 5/8".

METAL DECK

A. METAL DECK SHALL BE FABRICATED FROM GALVANIZED STEEL

SHEET CONFORMING TO ASTM A653 G60 WITH A MINIMUM YIELD

STRENGTH OF 33 KSI.

B. THE FLOOR DECK SHALL HAVE THE FOLLOWING MINIMUM

PROPERTIES:

t=0.0358 in

I=0.993 in^4/ft

Sp=0.583 in^3/ft

Sn=0.620 in^3/ft

POST-INSTALLED ANCHORS

A. HOLES FOR POST-INSTALLED ANCHORS SHALL BE CLEANED PRIOR

TO THE INSTALLATION OF THE ANCHOR IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

B. THE EMBEDMENT SHOWN FOR ANCHORS IS THE NOMINAL

EMBEDMENT DEFINED BY HILTI AFTER INSTALLATION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

12/20/17 KJR NJCRevisions: Date: Dwg. Of 97

30-SS2(P1)

STRUCTURAL FRAMING PLANS

AND GENERAL NOTES - ADDITION

AutoCAD SHX Text

AutoCAD SHX Text

CORPORAL MICHAEL J. CRESCENZ VA MEDICAL CENTER PHILADELPHIA, PA

AutoCAD SHX Text 642-16-107

AutoCAD SHX Text

ARCHITECTURE

AutoCAD SHX Text

PLANNING

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text 2215 Conowingo Rd, Suite 100 Bel Air, Maryland 21015-1436 410.803.0009 fax 410.836.6611

AutoCAD SHX Text BURDETTE KOEHLER MURPHY & ASSOCIATES, INC. MECHANICAL / ELECTRICAL CONSULTING ENGINEERING 1423 CLARKVIEW ROAD, SUITE 500 BALTIMORE, MARYLAND 21209 410.323.0600 - FAX 410.377.2543

AutoCAD SHX Text BUILDING COST CONSULTANTS COST ESTIMATING 12917 - 30TH AVENUE PLATTSMOUTH, NEBRASKA 68048 402.298.8260 - FAX 402.298.8290

AutoCAD SHX Text KOFFEL ASSOCIATES FIRE PROTECTION ENGINEERS 8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MARYLAND 21045 410.750.2246 - FAX 410.750.2588

AutoCAD SHX Text WHITMAN REQUARDT & ASSOCIATES CIVIL ENGINEER 801 SOUTH CAROLINE STREET BALTIMORE, MARYLAND 21231 410.864.1058 - FAX 443.224.1820

AutoCAD SHX Text RICKERT ENGINEERING, INC. STRUCTURAL ENGINEERING 8813 WALTHAM WOODS ROAD, SUITE 301 BALTIMORE, MARYLAND 21234 410.663.5110 - FAX 410.663.5114

PROVIDE 2 1/2" LIGHTGAGE

METAL STUDS AT16" O/C.

EXISTING 8" LIGHTGAGE

METAL STUDS AT 16" O/C.

EXISTING 8" LIGHTGAGE

METAL STUDS AT 16" O/C.

PROVIDE 8" LIGHTGAGE METAL

STUD SPLICED TO EXISTING

STUDS THAT DO NOT EXTEND

TO THE UNDERSIDE OF THE

TRACK.

SECTION

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

SS3

PROVIDE 2 1/2" LIGHTGAGE

METAL STUDS AT16" O/C.

PROVIDE 2 1/2" LIGHT-

GAGE METAL STUDS

AT16" O/C.

2-#10 SCREWS

AT 6" O/C.

PROVIDE 3/8" DIA. HILTI

HLC SLEEVE ANCHORS

AT 8" O/C WITH VERTICAL

SLOTTED HOLES.

1 1/2" EMB.

1/4"X2" AT

4'-0" O/C

PROVIDE CONTINUOUS

L5X3 1/2X5/16 LLH.

11 1/4"

SECTION AT COLUMN LINE H.8

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

SS3

REMOVE THE EXISTING

STRAP AND PROVIDE A

NEW 8"X16 GAGE STRAP

EACH SIDE OF STAIR

WALLS (TYPICAL).

1. REMOVE AND REPLACE EXISTING METAL STUDS AND BRIDGING AS

REQUIRED TO INSTALL LIGHTGAGE STRAPS.

EXISTING HSS4X4

PROVIDE NEW

HSS4X4X3/16

MC8X18.7

(TYPICAL)

EXISTING 8" LIGHTGAGE

STUDS AT 16" O/C.

32 34.5

1"

PROVIDE NEW

HSS4X4X3/16

3/16"

TYP.

PROVIDE NEW 8" STUDS

AS REQUIRED TO INSTALL

3/16" GUSSET PLATE.

EXISTING

BRIDGING

EXISTING 8" LIGHTGAGE

STUDS AT 16" O/C.

EXISTING

BRIDGING

E

M B

5-1/2" DIA. HITLI KWIK

BOLT 3 EXPANSION

ANCHOR (TYP.)

6" TYP.

1 1/2"

PROVIDE NON-SHRINK

GROUT TO TOP OF

EXIST. BEARING PLATE.

SLOT THE CHANNEL AS REQUIRED

TO AVOID THE EXISTING ANCHOR

BOLTS.

3/16"X9"X9" GUSSET

PLATE (TYPICAL)

MC8X18.7

(TYPICAL)

TYP.

1/8"X5"

TYP.

A

A

2-#10 SCREWS AT EACH

STUD (TYPICAL EACH

SIDE)

PROVIDE 2-800S162-54

STUDS AT EACH SIDE

OF STRAP CONNECTION.

PL3/16"X10"X1'-9"

1/8"X5"

1/8"

1/8"

TYP.

REMOVE AND

REPLACE

CONCRETE

MODIFY EXISTING STUDS

AS REQUIRED TO INSTALL

X-BRACING.

3/16"

SECTION AT COLUMN LINE G.8

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

SS3

1. REMOVE AND REPLACE EXISTING METAL STUDS AS REQUIRED

TO INSTALL LIGHTGAGE STRAPS.

EXISTING HSS4X4

EDGE OF HSS =

EDGE OF BEAM

FLANGE

32 34.5

PROVIDE NEW

HSS4X4X3/16

1"

NEW BRIDGING

AT 4'-0" O/C

EXISTING 8" LIGHTGAGE

STUDS AT 16" O/C.

NEW 800S162-54

LIGHTGAGE STUDS

AT 16" O/C.

NEW BRIDGING

AT 4'-0" O/C

ANCHOR TRACK TO CONCRETE

WITH A HILTI X-U UNIVERSAL

KNURLED SHANK AT EACH

STUD (TYPICAL).

CENTERLINE OF STRAP =

CENTERLINE OF COLUMN

CENTERLINE OF STRAP =

CORNER OF CHANNELS

E

M B

3" TYP.

PROVIDE NEW

HSS5X5X3/16

3/16"

600S162-54 ALIGNED UNDER

STUDS ABOVE WITH 6" TRACK

EACH END.

3/16"3 SIDES

OF HSS

3/16"

3/16"

PL3/16"X6"X1'-3"

EACH SIDE

ANCHOR TRACK TO STEEL WITH

A #10 HEX HEAD DRIVALL SELF

DRILLING SCREW BY GRABBER

EACH STUD.

ANCHOR STUD TO STEEL WITH

A #10 HEX HEAD DRIVALL SELF

DRILLING SCREW BY GRABBER

AT 24" O/C.

SECTION AT COLUMN LINE 32

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

SS3

G.8 H H.8 J

NEW HSS

NEW HSS

NEW HSS

PROVIDE A NEW 8"X16 GAGE

STRAP EACH SIDE OF STAIR

WALL (TYPICAL).

REMOVE AND REPLACE

THE EXISTING DAMAGED

8" METAL STUDS.

SECTION A - A

#10 SCREWS

AT 6" O/C

2-600T200-54 WITH #10

SCREWS AT 6" O/C.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

12/20/17 KJR NJCRevisions: Date: Dwg. Of 97

30-SS3(P1)

STRUCTURAL SECTIONS - ADDITION

AutoCAD SHX Text

AutoCAD SHX Text

CORPORAL MICHAEL J. CRESCENZ VA MEDICAL CENTER PHILADELPHIA, PA

AutoCAD SHX Text 642-16-107

AutoCAD SHX Text

ARCHITECTURE

AutoCAD SHX Text

PLANNING

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text 2215 Conowingo Rd, Suite 100 Bel Air, Maryland 21015-1436 410.803.0009 fax 410.836.6611

AutoCAD SHX Text BURDETTE KOEHLER MURPHY & ASSOCIATES, INC. MECHANICAL / ELECTRICAL CONSULTING ENGINEERING 1423 CLARKVIEW ROAD, SUITE 500 BALTIMORE, MARYLAND 21209 410.323.0600 - FAX 410.377.2543

AutoCAD SHX Text BUILDING COST CONSULTANTS COST ESTIMATING 12917 - 30TH AVENUE PLATTSMOUTH, NEBRASKA 68048 402.298.8260 - FAX 402.298.8290

AutoCAD SHX Text KOFFEL ASSOCIATES FIRE PROTECTION ENGINEERS 8815 CENTRE PARK DRIVE, SUITE 200 COLUMBIA, MARYLAND 21045 410.750.2246 - FAX 410.750.2588

AutoCAD SHX Text WHITMAN REQUARDT & ASSOCIATES CIVIL ENGINEER 801 SOUTH CAROLINE STREET BALTIMORE, MARYLAND 21231 410.864.1058 - FAX 443.224.1820

AutoCAD SHX Text RICKERT ENGINEERING, INC. STRUCTURAL ENGINEERING 8813 WALTHAM WOODS ROAD, SUITE 301 BALTIMORE, MARYLAND 21234 410.663.5110 - FAX 410.663.5114